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HomeMy WebLinkAboutRevisions, update roof noa 8.19.21 OFFICE USE ONLY: DATE FILED: PERMIT# REVISION FEE: RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 RECEIVED APPLICATION FOR BUILDING PERMIT REVISIONS ` PROJECT INFORMATION AUG 19 2021 LOCATION/SITE St.. �f�lt Co unty ADDRESS: bl C' ( DETAILED DESCRIPTION OF PROJECT File cony REVISIONS: [/pj or--p- Y"'bOf N 0-� CONTRACTOR INFORMATION: STATE of FL REG./,CERT. #: C e C f 2 u Z256 ST. LUCIE CO CERT. #: I�4c' BUSINESS NAME: S'qja✓e- one Ur r�G� salu 'ahS C��p QUALIFIERS NAME: e-e'A'-7 k 0�2b/�s ADDRESS: 32bS Saute 5centc ¢+r W CITY: L m ke W a les STATE: 1 ZIP: 33898 PHONE(DAYTIME): (_�) �!v `>`96 FAX: OWNER/BUILDER INFORMATION: l NAME: opgl�D A ir- 6.,7d i- mincl am Cl1? ADDRESS: 7t2j CITY: I+ ioJ elm STATE: ZIP: 3 q9 q-1 PHONE(DAYTIME: -726 ) 2-51-/77? FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTRVIE): FAX: SLCCC: 9123109 E Revised 06130/17 t h i K , RECEIVED AUG 19 2021 MEMO etc. Certificate of Authorization#32455 st,LwI;)JW County 353 Christian Street, Unit#13 P�i'Piiltting Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT REPORTEVALUATION Soprerra, Inc. Evaluation Report S18010.06.09-1119 1640 rue Haggerty FL2569-1121 Drummondville,Quebec J2C 5P8 Canada Date of Issuance:06/15/2009 (819)478-2400 Revision 19:12/16/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 7eh Edition(2020)Florida Building Code sections noted herein. DESCRIPTION: 'SOprema"Roof Underlay'gpts LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE:This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance or production facility location(s)changes,or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEW ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Florida Product Approval Number (FL#) preceded by the words "NEMO I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 9. Prepared by: File 4 Copy Robert J.M.Nieminen,P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166 Florida DCAANE1983 �•asr�.>L'k Nieminen,P.E.on 12/16/2020.This does not serve as 9 an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC,LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2019 NEMO ETC,LLC I ONEMOletc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: U nderlayment Compliance Statement: Soprema Roof Underlayments,as produced by Soprema,have demonstrated compliance with the following sections of the 7th Edition(2020)Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. , I 2. .AR. Section" Property Standard Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2015 1507.1.1,1507.2.4,1507.2.9.2 Material standard ASTM D1970 2015 /R905.1.1,R905.2.8.2 1507.3.3/R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018 1507.11.2/R905.11.2 Material standard ASTM D6163 2015 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Enti Examination Reference Date ERD(TST6049) Wind Resistance 2778.07.05^ 07/15/2005 ERD(TST6049) ASTM D1970/TAS 110(QC) S31370.03.10-1-R1 04/07/2010 ERD(TST6049) FRSA/TRI 04-12(OH) S11150.05.09-112 10/05/2010 ERD(TST6049) ASTM D1970(OH) S37210.11.11 11/09/2011 ERD(TST6049) ASTM D1970(MS) S37210.12.11 12/01/2011 ERD(TST6049) ASTM D1970(MS) S40540.02.13-1 02/19/2013 ERD(TST6049) FRSA/TRI 04-12(MS) S43530.02.14-1-R1 02/21/2014 ERD(TST6049) ASTM D1970(BC) S44870.04.14-2 04/02/2014 ERD(TST6049) ASTM D1970(QC) S44870.04.14-3 04/02/2014 ERD(TST6049) ASTM D1970(OH) S44870.04.14-1 04/10/2014 ERD(TST6049) ASTM D1970(MS) S44870.04.14-4 04/10/2014 ERD(TST6049) ASTM D1970(OH) S40540.10.14 10/31/2014 ERD(TST6049) Tensile Adhesion/Long Term Aging SOPC-SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SOPC-SC8520.04.14 04/27/2015 ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-R1 06/07/2017 M-D(CER1592) HVHZ Compliance 18-0329.03 06/28/2018 ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017 NEMO(TST6049) ASTM D1970/TAS 110(QC) SOPC-SC8970.08.15-RI 04/25/2018 NEMO(TST6049) Wind Resistance 4-SOPC-18-003.08.18 08/27/2018 NEMO(TST6049) ASTM D4798/D1970(OH&MS) 4S-SOPC-18-002.05.19.A 05/31/2019 NEMO(TST6049) Tensile Adhesion/Long Term Aging 4p-DOW-I9-SSLAP-01.A.R2 02/10/2020 NEMO(TST6049) Peel adhesion(existing underlayments) 4j-SOPC-I9-SSUDL-04.A 03/12/2020 NEMO(TST6049) Peel adhesion(existing underlayments) 4j-SOPC-20-SSUDL-01 12/16/2020 PRI(TST5878) ASTM D1970(MS) SOP-064-02-01 12/03/2013 Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 UL,LLC(QUA9625) Quality Control MLA File No.R16814 12/10/2015 UL,LLC(QUA9625) Quality Control MLA File No.R27605 05/08/2019 UL,LLC(QUA9625) Quality Control Service Confirmation 06/29/2020 UL,LLC(QUA9625) Quality Control Florida BCIS Current NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate ofAuthorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 2 of 9 1 ONEMOjetc. 4. PRODUCT DESCRIPTION: Material Product Plants) Description, Standard ' 4.1 Lastobond TU HT ASTM D1970 and Gulfport,MS self-adhering,non-woven polyester fabric FRSA/TRI 09-18 surfaced,SBS modified bitumen roof underlayment 4.2 Tri-Built S/A HT TU ASTM D1970 and Gulfport,MS self-adhering,non-woven polyester fabric Underlayment FRSA/TRI 09-18 surfaced,SBS modified bitumen roof underlayment 4.3 Lastobond Shield ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment available in two widths;36 and 45 inch 4.4 RESISTO SA SMOOTH PLY ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS 40 modified bitumen roof underlayment 4.5 Lastobond Shield HT ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.6 Lastobond Pro HT-N ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment available in two widths;36 and 45 inch 4.7 Lastobond Pro HT-S ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.8 EnviroShield ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.9 Lastobond 195 ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,sand- Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.10 Lastobond Eaves ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,sand- Protection Sheet Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.11 Lastobond Eco ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.12 Lastobond Smooth Seal ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film- HT Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.13 Tri-Built Smooth HT S/A ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film- Underlayment Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.14 PrimeSource Grip-Rite ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film- Smooth Seal HT Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.15 RESISTO LB1236 ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment ! 4.16 TRI-BUILT Sand-R SA ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Shingle Underlayment Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization 1132455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 3 of 9 i ONEMOletc. Material ' Product Plant(s) Description Standard 4.17 PrimeSource Grip-Rite ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Eave&Valley Protector Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.18 SRS TopShield ICE& ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- WATER DEFENDER Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.19 RESISTO LB1244 ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.20 Colphene FR GR ASTM D6163 Gulfport,MS self-adhering,fiberglass reinforced,granule- Wadsworth,OH surfaced,SBS modified bitumen roof i underlayment LIMITATIONS:5. 5.1 This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record.for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the useOf foam plastic insulation. 5,5 Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: TABLE 1%ROOF'COVER'OPTIONS -_ FBCSettlon 15072.«: 1507.3 "-1507.4&1507.5 `, 25077 2507.8&1507.9:.i' ' `- `, Clay and,cont rete Tile Metal Slate or Asphalt - Wood Shakes or Underlayment Mechanical Adhesive- Slate-Type Shingles ;: Panels Shingles Shtngler r Attach ' Set Shingles. Lastobond TU HT,Tri-Built S/A HT TU Yes Yes Underlayment Yes Yes See5.6.1 Yes Yes Yes Qoint strips,1507.1.1.3/ R905.1.1.3) Lastobond Shield,Pro HT-N,RESISTO SA Yes SMOOTH PLY40 Yes No No No No Yes Goint strips,1507.1.1.3/ R905.1.1.3) Yes Lastobond Shield HT,Pro HT-S Yes No No Yes Yes Yes Qoint strips,1507.1.1.3/ R905.1.1.3) Yes EnviroShield Yes No No Yes Yes Yes (joint strips,1507.1.1.3/ I 11905.1.1.3) Lastobond Eaves Protection Sheet, Yes Lastobond195 Yes No No No No Yes aoint strips,1507.1.1.3 R905.1.1.3) NEMO ETC,LLC Evaluation Report S18010.06.09-R19 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 4 of 9 3 ONEMOjetc. Tdaie l: ROOF COVER OPTIONS FBC Section:, 15072• 1507.3 1507.4&1507.5 1597.7 1507.8&2507.9 Clay and ConcreteTle Metal Slate or Asphalt Wood Shakes or. Underlayment r!N nical Adhesive- Slate-Type Shmgles Panels. Shingles Shingles. Attach Set Shingles Lastobond ECO,RESISTO LB1236,TRI- BUILT Sand-R SA Shingle Underlayment, Yes Grip-Rite Eave&Valley Protector, Yes No No No Yes Goint strips,1507.1.1.3/ TopShield ICE&WATER DEFENDER, R905.1.1.3) RESISTO LB1244 Lastobond SmoothLSea-HT Tri-Built Yes Smooth HTS%A Underlayment;Grip-Rite Yes No No Yes Yes Yes GoUtsvips iso7,ia:3y Smootfl,Seal---HT+_ R905.1.1.3) Yes ColpheneFRGR Yes Yes No No No Yes Goint strips,1507.1.1.3/ R905.1.1.3) 5.6.1 Adhesive-set tile is limited to use of the following Approved underlayment/tile-adhesive combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE UNDERLAYMENT COMBINATIONS, ' Uniierlayment Adhesive ; Florida Pro uct Approval d Lastobond TU HT,Tri-Built S/A Dupont`Mle Bondi""Roof Tile Adhesive" FL22525 HT TU Underlayment ICP Adhesives and Sealants"Polyset®AH-160" FL6332 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS'' Substrates(designed to meet wind loads for project) Underlayment Application Type Primer Materiai(s)`. Lastobond Shield,Lastobond Pro (Optional)ASTM plywood,OSB or Southern Yellow Pine HT-N,RESISTO SA SMOOTH PLY Deck/ D41,Elastocol Stick, (SYP) 40,Lastobond Shield HT, sheathing Elastocol Stick Zero Lastobond Pro HT-S, ASTM D41 structural concrete EnviroShield,Lastobond TU HT, (Optional)Elastocol Dens Deck Prime or SECUROCK Gypsum- Tri-Built S/A HT TU Insulation Stick Zero Fiber Roof Board Underlayment,Lastobond Eaves Protection Sheet,Lastobond 195, self- Lastobond ECO,RESISTO L81236, TRI-BUILT Sand-R SA Shingle adhering Underlayment,Grip-Rite Eave'& Valley Protector,TopShield ICE& Base Sheet (Optional)Elastocol ASTM D226,Type II felt or Modified Sopra- WATER DEFENDER,RESISTO Stick Zero G LB1244,Lastobond Smooth Seal HT,Tri-Built Smooth HT S/A Underlayment or Grip-Rite Smooth Seal HT Deck/ (Optional)ASTM Plywood D41 i sheathing ASTM D41 structural concrete self- Colphene FR GR adhering Insulation (Optional)Elastocol Dens Deck Prime or SECUROCK Gypsum- Stick Zero Fiber Roof Board Base Sheet (Optional)Elastocol ASTM D226,Type II felt or Modified Sopra Stick Zero G 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report S18010.06.09-R19 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.2569-1121 Soprenia Roof Underlayments Revision 19:12/15/2020 Page 5 of 9 r' i OMEMO etc. TABLE 2: SUBSTRATE OPTIONS FOR ADHERED"U,NDERLAYMENTS Substrates(designed to meet wind loads for project) Underlayment Application :Type , Primer. ;` Materials)_. Lastobond TU HT,Tri-Built S/A HT TU Underlayment,RESISTO LB1236,TRI-BUILT Sand-R SA Existing sand-surfaced,glass-fiber surfaced, Shingle Underlayment,Grip-Rite self- Existing RIMER EXTERIOR P mineral-surfaced or film-surfaced roof Eave&Valley Protector or adhering substrate PRIMER underlayment* TopShield ICE&WATER DEFENDER *Final acceptance of any existing substrate in a reroof(tear-off)installation is at the discretion of the installer and the Authority Having Jurisdiction. Should a question arise as to the suitability of an existing substrate to receive Lastobond TU HT,Tri-Built S/A HT TU Underlayment,RESISTO LB1236,TRI-BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave&Valley Protector or TopShield ICE& WATER DEFENDER self-adhering underlayments,contact RESISTO technical support. 5.7.1 Soprema recommends priming with Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER if the final roof cover is not slated for installation within 24 hours. 5.7.2 Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON-TILE prepared roof coverings,attachment shall be in accordance with the manufacturer's installation instructions,but—for mechanically attached underlayments or base sheets-not less than FBC 1S07.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions,but-for mechanically attached base sheets-not less than: • FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1(for Two-Ply Asphalt Applied Hot Mop Underlayment) or • Section 5.8.3 herein (for other underlayment systems). 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition. The Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). 5.8.3.1 Direct-to-Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition,Appendix A,Table 1A or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum Design Pressure=-45.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)Elastocol Stick,Elastocol Stick Zero or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. i #2 Maximum Design Pressure=-67.5 psf: I Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol Stick Zero Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 6 of 9 NEMO etc. #3 Maximum Design Pressure=-120.0 psf: Deck: Min. 15/32-inch APA-rated CDX plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)RESISTO EXTERIOR PRIMER Base Ply: RESISTO SA SMOOTH PLY 40,self-adhered. Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. #4 Maximum Design Pressure=-150.0 psf: Deck: Min.15/32-inch APA-rated BCX plywood(may be installed C-side up)to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. #5 All other direct-deck, adhered underlayment systems beneath tile roof systems carry a Maximum Design Pressure of-45 psf. 5.8.3.2 Mechanically-Attached Base Sheet: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A,Table 1A or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure' criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29. (February 2020) for enhancements. #6 Maximum Design Pressure=-60.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Modified Sopra-G mechanically attached with nails(FBC 1517.5.1)and tin caps(FBC 1517.5.2)spaced 6- inch o.c.at the 4-inch laps and 6-inch o.c.in three(3),equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered 5.8.4 For use over insulation or coverboard and under mechanically attached prepared roof coverings, underlayment attachment shall,be in accordance with the manufacturer's installation instructions and attachment of the insulation or coverboard shall be in accordance with the prepared roof covering manufacturer's Product Approval. 5.9 Exposure Limitations: a TABLE 3 EXPOSURE LIMITATIONS Y Prepared lnstallation Type Underla - Exposure(days), } ,a Maximum . ' ,_� merit Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond Eco,RESISTO LB1236,TRI- Mechanically BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave&Valley Protector,TopShield ICE attached 30 &WATER DEFENDER or RESISTO LB1244 Lastobond TU HT,Tri-Built S/A HT TU Underlayment Adhesive-set tile roof30 system s Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, Mechanically Lastobond Pro HT-S,EnviroShield,Lastobond Smooth Seal HT,Tri-Built Smooth HT S/A 90 attached Underlayment or Grip-Rite Smooth Seal HT Lastobond TU HT,Tri-Built S/A HT TU Underlayment or Colphene FR GR Mechanically180 attached NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION F1.2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 7 of 9 MEMO I etc. 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile roof assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. .-.TABLEA: TILE SLIPPAGE UMITATIONS'fOR DIRECT-DECK TILE INSTALLATIONS' Underlayment Tile Profile- Staging Method m Maximu Slope Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted, followed by 8 tiles high on slope,as shown below) 6:12 Lastobond TU HT,Tri- Built S/A HT TU Underlayment Lugged Flat Max.10-tile stack 5:12 4 Colphene FR GR Lugged Max.10-tile stack 6:12 6. INSTALLATION: 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate (if applicable). 6.2.1 Installation of RESISTO 1_131236,TRI-BUILT Sand-R SA Shingle Underlayment, Grip-Rite Eave&Valley Protector or TopShield ICE&WATER DEFENDER self-adhering underlayment in a'reroof(tear-off)application atop an existing underlayment (per Table 2) requires priming of the existing substrate with RESISTO EXTERIOR PRIMER. Final acceptance of any existing substrate in a reroof(tear-off) installation is at the discretion of the installer and the Authority Having Jurisdiction. Should a question arise as to the suitability of an existing substrate to receive RESISTO 1_61236,TRI-BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave&Valley Protector or TopShield ICE &WATER DEFENDER self-adhering underlayments,contact RESISTO technical support. 63 Lastobond'TU HT; Tcl Built S/A.HT TU .Underlayment; Lastobond Shield,.Lastobond Pro'WT N,,RESISTO:SA: .i_ - `SMOOTH'PLY 40,.Lastobond Shield.,HT;Lastobond Pro HT-S' Eni iroShield- 1 astobond"Eaves Protection Sheet, Lastobond 195, Lastobond>Eco, Lastobond Smoc4h•.Seal':HT,•Tei-Built Smooth FIT-S/A Underlayment;Grip Rite Smooth-Seal HT;` RESIST0r'L6123&'TRI=BUILT Sand=R SA Shingle'Underlayment, Grip-Ri#e`Eave & Valley, Protector;TopShield`ICE& B1 WATER DEFENDER,RESISTO. 6rCoiphene.FR GR:.,- , 6.3.1 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. When installed over a mechanically attached base sheet of FBC Approved ASTM D226,Type 11 felt the base sheet shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. i i MEMO ETC,LLC Evaluation Report S18030.06.09-1119 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 8 of 9 i ONEMO etc. 6.3.2 Tile Applications: Limited to Lastobond TU HT,Tri-Built S/A HT TU Underlayment or Colphene FR GR. Shall be installed in compliance with the requirements for Self-Adhered Membrane set forth in FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition and the manufacturer's installation instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this ,j product. 8. MANUFACTURING PLANTS: Contact the named CA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 CIA requirements. Refer to Section 4 herein.for products and production locations having met codified material standards. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report S38010.06.09-1139 Certificate of Authorization N32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 9 of 9 OFFICE USE ONLY: DATE FILED: ���`a.\ PERMIT# � REVISION FEE: RECEIPT# PLANNING& DEVELOPMENT SERVICES RECEIVED I BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE AUG 19 2021 FORT PIERCE,FL 34982-5652 at,LUCID county A*16 (772)462-1553 Farmitkirt APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: UPoP"-eat Gj f r,d dDov-s CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C ST. LUCIE CO CERT. #: 01-71'q BUSINESS NAME: SG7L1g✓e One P Uj�c��;-� ,S�u�-io�5 Card QUALIFIERS NAME: K�� f�h �n b i✓l 5 ADDRESS: 3265 South 5-ce/716 vda CITY: STATE: ZIP: 33 8 9$ PHONE (DAYTIME): 04) 5&6- y1Ite FAX: OWNER/BUILDER INFORMATION: NAME: o n I Go A ►w and l_ Omlnaj Caryl an ADDRESS-3 7 01 0 le-2e_ Gh® _ CITY: h( — P Ie-y-GQ- STATE: F ) ZIP: '3y 67 q-7 PHONE(DAYTIME: 7 (n BSI—/B� FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): Mt. H ,r, � FAX: SLCCC. 9123109 Revised 06130117 six, V? as s MIAMI.DADE 1v L"Hm DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,FL 33175 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy Lawson Industries,Inc. Rt_ He Copy 8501 NW 90 Street AUG 19 Z0 21 Medley,FL 33166 SCOPE: at,I @m Hop 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 This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-7700(Flange Frame)"Aluminum Single Flung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through'5 of 5, dated 05/27/09, with revision E dated 07/31/20, prepared by manufacturer, signed and sealed by Thomas 1. Sotos,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: Large and Small Missile Impact Resistant LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device(shutters) 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 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. i INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-1212.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. NOA No.20-0813.07 =MIAMI-DADEGOUNTY Expiration Date: December 27,2026 �luMtl go Approval Date: December 17,2020 12/17/2020 Page 1 4 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision E dated 07/31/20, prepared by manufacturer, and signed and sealed by Thomas J. Sotos,P.E. B. TESTS ii 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 an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- ! 09-2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font;P.E. (Submitted under NOA No. 09-0706.09) 2. 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 an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A.& B, HETI-08-2063A & B, HETI-08-2064A & B, dated 03/15/08, signed and sealed'by Candido F. Font,P.E. (Submitted under NOA No. 08-0825.17) 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 - 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, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-1009.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries,.Inc., dated 05/28/09,revised on 01/18/10, signed ands sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-09 Sifang Zhao,P.E. Product Control Examiner NOA No.20-0813.07 Expiration Date: December 27,2026 Approval Date: December 17,2020 E-1 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice',of Acceptance No. 19-0305.02 issued to Kuraray America,Inc.for their "TrosifolO Ultraclear, Clear and Color PVB Interlayers"dated 01/19/17, expiring on 07/08/24. 3. Notice;of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-6"Edition (2017) dated 11/17/ 2017 and FBC 7t1 Edition (2020) dated 08/03/2020, and of no financial interest, , issued by manufacturer, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A&B, issued by Hurricane Engineering&Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C;HETI-08- 2004A, HETI-08-2060A&B, HETI-08-2061A&B,BETI-08-2062A&B, HETI-08-2063A&B, HETI-08-2064A&B,issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F.Font, P.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 17-1212.21, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)"Aluminum Single Hung Window—L.M.I.", approved on 02/01/18 and expiring on 12/27/21. j { G Sifang Zhao,P.E. Product Control Examiner NOA No.20-0813.07 Expiration Date: December 27,2026 Approval Date: December 17,2020 E-2 - = 48'- = 53.125' INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHOI (A) 4 MAX. AT FRAME HEAD INSTALLATION ANCHORS, (A) 4 MAX. AT FRAME (B) NONE PER FRAME SILL 13 3/4' (A) 4 MAX, AT FRAME HEAD 10 15/16' (C) FRAME JAMBS (SEE SHEET #4) A -�I MAX. D.C. (B) NONE PER FRAME SILL MAX. O.C.' A 1 a (C) FRAME JAMBS (SE �= <MAX.) <C) FRAME JAMBS (SE E SHEET #4) 6• (MAX.-TYP. 0 - - 6' rl 6'ALL CORNERS) _ ' Max. D.L.O. Wid hs ALL CORNERS _11143 9/16" ii Ld 10 1/4' - = =IL �y MAX. ABOVE II II %Do II I I I- a N 10 3/16' " " F w = o MEETING RAILS u n X x T o z _-__ 1 _ _ n x __ x F l7A 11 II p D l7 I- W WMAX, ACE __"_ _ F__- __ FF_- __ W W E B II II _ ¢= z MEETING RAILS `Max. iD.L.O. Widt�i - = ay - ot�,. •a3 Ln VBbyy x = 11 16 II Inu it � Nm cu W 6' MEETINGB y0�W � h4 naL' c J RAID, 3o za I Z 3 1 AT =` C3 I % c z = c5 h 6'MEETING H ` x o 30 �w ii ij 3 om dA RAILS .`1 II ii 3 om s �X s� 8 1/2' / n' rn E 3 9 7/8' I - ' ® `n 3 a MAX. BELOW 3 MAX. BELOW -� II� � Y - MEETING RAILS =_ I'';e- ll S a MEETING RAIL Ii/ �' ii p ^ ==-Vfir_- _=ii -Q `_ 4 ,II It k � 11 11 J N II II � II II � II 6'MAX, 6�MAX. C C EXT. & INT. F EXT, & INT. FALSE COLONIAL 52.125 MUNTINS ARE MUNTINS ARE APPLIED W/ WINDOW�BUCK WIDTH WINDOW BUCK WIDTH AVAILABLE A: W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN—EQUAL LITE RADIUS ELEVATION • INCLUDES UN-EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 5) SERIES-7700 SINGLE HUNG IMPACT WIND General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 53,125' OF THE FLORIDA BUILDING CODE (2017-6th Edition & 2020-7th Edition) INCLUDING INSTALLATION ANCHORS, WINDOW FLANGE FRAME HIGH VELOCITY HURRICANE ZONE VELOCITY HVHZ AND ASTM 1300-09. (A) 4 MAX. AT FRAME HEAD ( ) (H) NONE PER FRAME SILL 13 3/4' THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) (C) FRAME JAMBS (SEE SHEET #4) MAX. O.C. 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING ¢ A r (`- RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 6' (T PIICALCOR AT\ OF THE F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. ALL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES Mai D.L.O. 1 Width 11 ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED =��48 /1 11 ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE 9 5/8' ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND �o �y )MAX. AB❑VE _- -_ TO BE REVIEWED-BY_BUILDING OFFICIAL. T P u-o L 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS <W 4 TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE . N�y a w 1 ATN a. MEET LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). ;W h j 6' RAIL ING 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 1 a I �— 1/4' TAPC❑N W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT--INTO"CONC.- _ MIN, EMBEDMENT-INT❑ WOOD. - LAM NATE (SEE ELEVATION AT SHEET #1 & TO BE REVIEWED BY BLDG, OFFICIAL (TYP,) (SEE ELEVATION AT SHEET #1 FOR MAX, FASTENER SPACING) P,T WOOD BUCK NOT BY LAWSON IND. F❑R MAX, FASTENER SPACING) 24 MUST SUSTAIN IMP❑SED LOADS SILICONE ADHESIVE 1 1/8' MIN. 23 BEDDING COMPOUND DI a , 4 f 1 a 12 INTERIOR 1 1/4' MIN, AEMBEDMENT d• a ^�t� •°' p' ..................... ____ An. LAJ -�Li z 1 1/4' MIN. 12--- - ` VMBEDM7N'N..i •• EXTERIOR GRADE ! � � _:_:_._._._-_:_._.::_:_: PERIMETER CAULKING i ij i 1 16 ii ii i 19 O 3 8 h ii ii SILK❑NE ADHESIVE EXT. GRADE EXTERIOR Ij !j ji t i CAULK r i i BEDDING COMPOUND LAMINATED GLASS WINDOW FRAME WIDTH- ii jj 24 !! !! 1' MIN_ #14 S.M.S. W/ 1 1/4' V MIN. EDGE DISTANCE MIN. EMBEDMENT INT❑ W❑OD, :DGE DISTANC WINDOT INTERIOR (SEE ELEVATION AT SHEET #1 1, THE FOR MAX. FASTENER SPACING) MEETING !' !! RAILS 18 GRADE EXTERIOR EXT. GRADE ! EXT. GRADE BY WI CAULK } CAULKi < 2. THE E f ::At BE SE OEMBEDMENTN BY 01 4 9 5 O A l BQA WHEN o ji �i, t p •i ' i ' ANCH 3 i 13 28 !i a ANCH❑F , ii ii !i 1 i! ji i i i! ii i i WITH f CONC. t r• a t i !� i i QUANTI i i ji ii - � 8 25 i i! ii ii 16 21 r• is :: � 6 28 O ! 11 14 8 #14 S.M.S. W/ 1 1/4' _- MIN,-EMBEDMENT INTO WOOD. - 24 11 (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 1/4' MAX INTERIOR 6 23 SHIM SPACE 'SILICONE OPTIONS" INTERIOR FINISH DOW CORNING 899 NOT BY LAWSON INDUSTRIES, INC• SCHNEE-MOREHEAD 5731 a ------------------------------ TREMCO SPECTRUM 2 :1 yr.: :r,:.'•,' EXT. GRADE BACK BEDDING GLAZING DEPTH TO BE APPLIED BEHIND WINDOW FRAME FLANGE BY LAMINATED GLASS COMPOSITION - TYPE 2 2X 2X INSTALLER (TYP.) ITEM GLASS DESCREMON 3 DETAIL LANINATE DEStREMON 1 1/8' ANNEALED GLASS 2 0.090' PLASTIC INTERLAYER AA9o•� SAFLEX PVB by '•_ _- -' 3 1/8' ANNEALED GLASS } 1 0240•4 Eastman Chemical co. WEATHERPROOF LOCK MOISTURE BARRIE BY OTHERS (TYP, 1 1/4' MIN, -:_—=,_:_:_-_.:_:,-_�—_.:_:_..__. 1. BOTH F LAMINATED GLASS COMPOSITION - TYPE 3 EMBEDMENT �,_:__•__-•._:_._-_ LOCKS ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION wse� 2• BOTH I 1 1/8' ANNEALED GLASS OA90' SENTRYGLAS by �h+�, T» YhvAY.>,�;•„�.�,�?, s+• =::i'. 2 0,090' PLASTIC INTERLAYER �c�<c444c4ic4kc4Kk4cic4chc »u EXTERIOR 3. TWO (2 1LQ' _ __ '=== Kurnrny America, Inc. ",. 3 1/8' ANNEALED GLASS 1 oa4o �• '' ;" ' EXT. GRADE'PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', LAMINATED GLASS COMPOSITION - TYPE 4 JAMB �O P APPLIED BY OTHERS C 1 ITBN GLASS DESCREMON I3 DETAIL LAMINATE DESCRIPTION .ve• ______ STUCCO OVER METAL LATH NAILED TO 1 1/8' ANNEALED GLASS .OA90• •• •• TROSIFOL PVB by EXTERIOR GRADE PLYWOOD SHEATHING 2 0.090' PLASTIC INTERLAYER dLg• :=' -' = Kurnrny America, Inc. TO BE SPECIFIED BY ARCHITECT OR G.C. 3 1/8' ANNEALED GLASS + 1 oa4a• (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC, WOOD FRAME INSTALLATION DETAIL LAMINATED GLASS COMPOSITION - TYPE 5 ITEM GLASS DESCRIPTION �3 DETAIL LAMINATE DESCRIPTION ALUMINUM MULLI❑N 1 1/8' HEAT-STRENGHTENED GLASS i SEE MULLION APPROVALS FOR # 12 X 3/4' S.D.S. oAso� TROSIFOL PVB by MULLION TYPE, SIZE AND MAX- 2 0.090' PLASTIC INTERLAYER --== Kuraray Anerlcn, Inc, FLAT HEAD, PHILLIPS 3 1/8' HEAT-STRENGHTENED GLASS 1 , 0840• DESIGN PRESSURE LIMITATIONS' (SEE ELEVATI❑N AND (ALUM. 0.078" MIN. THICK) DP TABLES FOR QUANTITY IN' AND FASTENER SPACING) NOTE: THE LOWER PRESSURES OF SINGLE 11 20 HUNG WINDOW OR MULL SHALL GOVERN -_ INTERIOR I _-_ 'SILICONE OPTIONS' _ - DOW CORNING 899 SCHNEE-MOREHEAD 5731 ------ ------- 24 TREMCO SPECTRUM 2 0.600'j GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE 6 =_-____- _ i -= ................................ •.. : :. •..•.. .: :. ._ ITEM GLASS DESCRIPTION 5DETAIL LAMINATE DESCRDTIONTIM ----•-•-•-•--- 1 1/8' HEAT-STRENGHTENED GLASS !L.----- 2 0.090' PLASTIC INTERLAYER ® ''1/4' TROSIFOL PVB by 3 1/8' HEAT-STRENGHTENED GLASS moo• -='._'=' _ Kuraray Americo, Inc. EXTERIOR PERIMETER 4 1/4- INSULATED AIR SPACE •1 e, c -=• '���t--- Ei 2 SEALANT EX' DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 3H VENTS DESIGN LOADCAPAC17 # - + /- Pressures (psf) ## WINDOW Jamb Glass Type Glass Type Glass Type WINDOW Jamb Glass Type Glass WIDTH HEIGHT Anchors 4 5 6 7�� WIDTH HEIGHT Anchors 2 3 19.125 50.625 60.0 80.0 80.0 19.125 26 80.0 80.0 26.5 50.625 60.0 80.0 80.0 26.5 26 80.0 80.0 37 50.625 60.0 80.0 80.0 6 37 26 80.0 80. 42 50.625 60.0 80.0 80.0 4 48 50.625 60.0 80.0 $0.0 42 26 80.0 80.( 53.125 50.625 60.0 80.0 80.0 \x 48 26 80.0 80.( 19.125 59 60.0 80.0 80.0 53.125 26 80.0 80.( --26.5 59 60.0- 80.0 80.0 19.125 38.375 80.0 80.( 37 59 60.0 80.0 80.0 26.5 38.375 80.0 80.( 42 59 6 60.0 80.0 80.0 37 38.375 4 80.0 80.( 48 . 59 60.0 80.0 80.0 42 38.375 80.0 80.( 53.125 59 60.0 80.0 80.0 i%!� 48 38.375 80.0 80.( 19.125 63 60.0 80.0 80.0 53.125 38.375 80.0 80.C 26.5 63 60.0 . 80.0 80.0 19.125 50.625 80.0 80.( 37 63 6 60.0 80.0 80.0 26.5 50.625 80.0 80.( 42 63 60.0 80.0 80.0 �r j 37 50.625 6 80.0 80.( 48 63 60.0 80.0 80.0 /./ / 42 50.625 80.0 80.( 53.125 63 60.0 80.0 80.0 ' 48 50.625 80.0 80.( 19.125 7 4.2 5 60.0 80.0 80.0 53.125 50.625 80.0 80.( 26.5 74.25 60.0 80.0 80.0 g 19.125 59 80.0 80. 37 74.25 60.0 80.0 80.0 26.5 59 80.0 80.( 42 74.25 60.0 80.0 80.0 37 59 80.0 80.( 19.125 78 60.0 80.0 80.0 .j, 6 42 59 80.0 80.( 26.5 78 60.0 80.0 80.0 ��i/ 8 ��` 48 59 80.0 80. 37 78 60.0 80.0 80.0 53.125 59 80.0 80.( 42 78 59.0 79.0 79.0 19.125 63 1 80.0 80.( DESIGN LOAD CAPACITY(PSF) - VIEW WINDOWS W/4H VENTS / / 26.5 63 80.0 80.( # + /- Pressures(psi j/ / 37 63 6 80.0 80.( WINDOW Jamb Glass Type Glass Type Glass Type 42 63 80.0 80.( WIDTH HEIGHT Anchors 4 5 6 48 63 80.0 80.( 19.125 59 60.0 80.0 80.0 53.125 63 80.0 80.( 26.5 59 60.0 80.0 80.0 19.125 74.25 80.o 80.( 26.5 74.25 80.0 so.( 37 59 6 60.0 80.0 80.0 i �i - 42 59 60.0 80.0 80.0 � 37 74.25 $ 80.0 80.( 42 74.25 80:0 80.( 48 . 59 60.0 80.0 80.0 48 74.25 80.0 80.( 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.( i 19.125 78 80.0 80.(- 63 19.125 63----- - 60.0 80.0 - 80.0 i 26.5 60.0 80.0 80.0 ij / 26.5 78 80.0 80.( 37 63 60.0 80.0 80. 37 7s s so.a so.c 0 6 42 1 79.0 1 79.( 42 RR I Rn nl i Rnl () i Rn n - -- -• _ -. . FRAME HEAD FIXED MEETING RAIL L-7701 - - - - - L-7704 � O ITEM # PART # REQ O O 1,as4--I I FRAME TOP CORNER 4 1 L-7801 1 } --.062 s— I 2 L-7802 1 soo 062 i 3 L-7803 2 1 2.285 4 L-7704 1 1 .844 .07a 5 L-7705 1 1.504' I 6 L-7706 1 7 L-7707 _ 2 2,651---I 1 FRAME HEA 8 L-7708 AS RE ( 6063-T5 ALUMINUM ) 6063-T6 RINUM ) 9 FS-006 AS RE FRAME SILL FRAME JAMB 10 j FS-040 AS RE L-7702 L-7703 ( 6063—T5 ALUMINUM ) 11 L-7531 AS RE O ( 6063-T5 ALUMINUM ) O 1----1.250-1 FRAME JAMB 12 PWS-003 AS RE 13 PWS-005 AS RE 1,441 14 PWS-009 AS RE 2.437 15 HC-024-1 2 16 L-7711 AS RE 17 L-4204 AS RE 2,643 ---I .soo 18 L-7723 1 soo 19 L-7725 2 062 A—.050 ,062 20 L-7727 2 21 L-7539 2 ----2.713 I 22 L-7523 1X LA 41 23 AS RE VENT INTERLOCK RAIL VENT BOTTOM RAIL O 24 )I 2 L-7705 L-7706 VENT JAMB RAIL FRAME SILL O ( eo63-TB ALUMINUM ) O ( ) L-7707 25 HC-057-1 2 e063_Te ��� 5 O ( 6063-TB ALUMINUM ) FRAME BOTTOM CORNER 26 HC-058-1 2 1.375 }� 27 2 I I— �. 3 28 HC-026-1 1 \ O 29 L-7730 1 .062 2,000 1 '�, VENT TOP CORNER 30 2,062 .062 1.165 g �' 062 31 SM-5504 AS RE 32 3K AS RE sw VENT JAMB RAIL - 1,075---I 1.235 VENT TOP RAIL i Dow M IAM bDADE AHANH-DADS COUNTY IKKU L a N M PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOM9EivED www.miamidade.Eov/economy Daybar Industries Limited 50 West Drive AUG 19 2021 Brampton,Ontario,Canada L6T2J4 St.Lucie County e ��` yg SCOPE: Permitting 1� This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incurthe expense of such testing and the AHJ may immediately revoke, mo dify, 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"LS-20GA"Outswing Single Commercial Steel(Galvanneal or Stainless)Doors w/ 18ga Frames&w/wo Rim Panic Exit Device-LM Impact APPROVAL DOCUMENT:Drawing No 20-144(Former 17-083),titled"Single LS20GA Flush Commercial Steel Outswing Door w/18 ga Steel frames",sheets 1 through thru 14 of 14 prepared by Tilteco Inc,dated 07/06/2020,signed and sealed by Walter A.Tillit Jr.,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:Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure Ratings in sheets 2. See Jambs anchor OC spacing for case 1 or 2 in sheet 3 and installation details on sheet 13 for each case. 2'. Min required Steel tensile yield=45 ksi and tensile ultimate Fu=50.5 ksi and for Stainless Steel tensile yield=54.5 ksi and tensile ultimate Fu=94.4 ksi for doors and/or frames. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Brampton,Ontario and series and following statement: "Miami-Dade County Product Control Approved",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 otherpurposes 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 maybe 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#17-0829.09 and consists of this page 1 and evidence pages E-1,E-2&E-3,as well as approval document mentioned above. The submitted documentation was reviewedby Ishaq I.Chanda,P.E. NOA No.20-0813.12 QI�A a MUNW SS Expiration Date: January 19,2022 Approval Date: December 22,2020 Page 1 I Daybar Industries Limited NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's parts and sections drawings (see below). 2. Drawing No 15,-261, titled"Single LS20GA Flush Commercial Steel Outswing Door w/ 18 ga Steel frames", sheets 1 through thru 14 of 14 prepared by Tilteco Inc, dated 12/20/16,signed and sealed by Walter A.Tillit Jr., P. E. B. TESTS(submitted under file#16-1018.06) 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 Resistant 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 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of Single outswing steel doors,prepared by Fenestration TestingLaboratory,Inc.,Test Report No.FTL8974 dated 10/03/16,signed and sealed by Idamis Ortega,P.E. (Note:This test report has been revised by an addendum dated 12/17/16 has been issued by test lab) C. CALCULATIONS 1. Anchor Verification Calculations, complying w/FBC-2014,dated 10-10-16,prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr.,P. E. D. QUALITY ASSURANCE + 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test per ASTME370-14,test report No.FTL 9135,dated 08/16/16,issued by Fenestration Testing Laboratory,signed and sealed by Idamis Ortega,P.E. 2. Notice of Acceptance No. 11-0920.07 issued to Dyplast Product,LLC(Former Apache Products Company) for"EPS-Expanded Polystyrene Insulation", expiring on 01/11/17. F. STATEMENTS 1. Statement letter of compliance to FBC-2014 and"No financial interest", dated 10/11/16, issued by Tilteco Inc., signed and sealed by Walter A.' Tillit Jr., P. E. i Ishaq I.Chanda, P.E. Product Control Unit Supervisor NOA No.20-0813.12 Expiration Date: January 19,2022 Approval Date: December 22,2020 E-1 . i 1 Daybar Industries Limited NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED G. OTHER 1. Test proposal#15-2115 approved by RER dated 01/20/16. 2. Manufacturer/Distributor agreement dated 09/21/16 between Daybar Industries Limited, Canada and Daybar Southeast Manufacturing, N.Key Largo,USA,signed by Mark Dodson I and David Ball, respective officials of the companies. 2. Evidence submitted under previous submittal A. DRAWINGS 1. Drawing No 17-083 (Former 15-261), titled"Single LS20GA Flush Commercial Steel Outswing Door w/ 18 ga Steel frames", sheets 1 through thru 14 of 14 prepared by Tilteco Inc, dated 07/20/17, signed and sealed.by Walter A. Tillit Jr., P.E. Note: This revision consists of general notes#1, 4, 5 and 12 changes, in compliance of FBC 2017 edition. B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1129.05 issued to Dyplast Product,LLC(Former Apache Products Company) for"E and R Board Expanded Polystyrene Rigid Foam Insulation", ' expiring on 01/11/22. F. STATEMENTS 1. Statement letters of conformance to FBC 2417(6th Edition),prepared by Tilteco Inc., dated 07/20/17, signed &sealed by Walter A.Tillit Jr., P. E. k 2. Statement letter of general notes revision only, in compliance with FBC 2017 edition,prepared by Tilteco Inc.,,dated 07/20/17,signed & sealed by Walter A. Tillit Jr.,P. E. G. OTHER j 1. This NOA revises NOA#16-1018.06,expiring 01/19/22. i Ishaq I.Chanda, P.E. Product Control Unit Supervisor NOA No.20-0813.12 Expiration Date: January 19,2022 Approval Date: December 22,2020 E-2 r 1 Daybar Industries Limited. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 3. New Evidence submitted C. DRAWINGS 1. Drawing No 20-144 (Former 17-083), titled"Single LS20GA Flush Commercial Steel Outswing Door w/ 18 ga Steel frames", sheets 1 through thru 14 of 14 prepared by Tilteco Inc, dated 07/06/2020, signed and sealed by Walter A. Tillit Jr., P.E. Note: This revision consists of general notes changes,in compliance of FBC 2020 edition. D. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1129.05 issued to Dyplast Product,LLC(Former Apache Products Company) for"E and R Board Expanded Polystyrene Rigid Foam Insulation", expiring on 01/11/22. F. STATEMENTS 1. Statement letters of conformance to FBC 2020 (7th Edition),prepared by Tilteco Inc., dated 07/06/20, signed &sealed by Walter A.Tillit Jr., P. E. G. OTHER 1. This NOA revises NOA#17-0829.09,expiring 01/19/22. i ti Ishaq I.Chanda, P.E. Product Control Unit Supervisor NOA No.20-0813.12 Expiration Date: January 19,2022 Approval Date: December 22,2020 E-3 1 GENERAL NOTES AND SPECIFICATIONS: 1. SERIES LS20GA FLUSH COMMERCIAL STEEL OUTSWING DOOR SHOWN ON THIS PRODUCT APPROVAL (b) CONTRACTO DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH -THE 2020 (7th INSTALLATION IN EDITION) AND 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. DOOR MAY BE INSTALLED AT HIGH PROVIDED HE/SI VELOCITY HURRICANE ZONES. DOCUMENT. CON DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, (c) THIS PRODU, USING_ASCE_7-16_.(FBC_ 2020) & ASCE 7-10 (FBC 2017) AND D SHALL NOT T EXCEED- THE MAXIMUM (A.S.D.) ALTERED BY AN` DESIGN PRESSURE RATINGS INDICATED ON SHEET 2. (d) ORIGINAL P., IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 ENGINEER OF RE & ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 2. 14. PRODUCT Mj LOCATION AT PR THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION CODE. 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203 AS PER ONE LABEL SHAI FENESTRATION TESTING LABORATORY, INC. REPORT # 8974, AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. 15. EXPANDED F ASTM C578 BY 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILL OF MATERIALS CONTROL APPRO' (SHEET 5) OF THIS DRAWING. 3, COMPLIANCE OF EGRESS / ESCAPE REQUIREMENTS OF THESE DOORS PER FLORIDA BUILDING CODE. TO BE DETERMINED BY BUILDING OFFICIALS ON A CASE—BY—CASE BASIS. SHEET 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR SHEET 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD SHEET POINT AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. SHEET SHEET 5. ALL WELDING TO CONFORM W/AMERICAN WELDING SOCIETY A.W.S. D.1.3 AND D-19.0 REGULATIONS SHEETS WITH E60XX ELECTRODES, POR GALVANNEAL MATERIAL, AND W/AMERICAN WELDING SOCIETY A.W.S. D.1.6 SHEET REGULATIONS W/ E-308 ELECTRODES (FU=80k.s.i.) FOR STAINLESS STEEL MATERIAL SHEETS SHEET 6. ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET SHEET 13 OF THIS DRAWING. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER ELEVATIONS ON SHEET 3 OF THIS DRAWING. PRODUCT REVISED as complying with the Florida 7. PROVIDE MAX. LOAD BEARING SHIM SPACE AS INDICATED ON SHEET 13. Building Code NOA-No. 20-0813.12 8. THIS DOOR WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE. Expiration Date 01/19/2022 9. THESE DOOR ASSEMBLIES ARE APPROVED FOR WATER AND AIR INFILTRATION AS PER TESTING INDICATED By Is-� I.z4in-1 - - ------- --- -ON GENERAL—NOTE-1, AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON SHEET 2. Miami-Dade Product Control 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME & THRESHOLD COMPONENTS INDICATED ON THIS DRAWING. v e DETAIL Y/14 OR Y1/14 EA. SIDE Al/9-4I DETAIL Y/14 OR A2/9�I Y1/14 EA, SIDE [----40,000 MAX. FRAME WIDT 40,006 MAX. FRAME WIDT 1 1 0 -36.000 36.00 r - =---.� r-�_---- ----- in to L Pt SEE DETAIL Z/14 L SEE DETAIL Z/14 8 8 1 1 m 2 r- 14 + 23 i x _ LS r- z t=,,,a = Z w V 1 1 w o w 13 n = ao I = �A ¢ � i-------------_--11� I d o `` �' o ------___,I X CL X X m a L J 11 1 i o 22 b L In N N 9l l0 02 11 C7 l mm / m DO❑R SECTION THROUGH m DOOR SECTI❑N THROUGH /SEE DETAIL X/9 /SEE DETAIL X/9 c o 21 f 8 I 8 c 10 W/ 30 1 c 10 W/O3 0 W/104 10 1 Al/9.1 W/ 4 o A2/941 1 EXTERIOR CLEVATION_(OUTSWING) DOOR EXTERIOR ELEVATION (OUTSWING) DOOR V(1N ICI IPRIN RIM rYIT CYI INDRICAI LOCK + DFAD 901 T, DETAIL Y/14 OR DETAIL Y/14 OR Y1/14 EA, SIDE Y1/14 EA. SIDE 0.000 MAX, FRAME WIDTtl0,000 MAX, I 1 _ 0 36 0 3600 � �- ------J ---- ---- �J - --tn tn SEE DETAIL Z/3 SEE DETAIL Z/14 —J1 1 x W x N m E 13 m � � 13 F13 x 13 = z 2113 ♦ w z i = c H 13 y p x X X K �D W S N N N m m m / M DOOR SECTI( DOOR SECTION THROUGH /SEE DETAIL /SEE DETAIL X/9 0 8 0 10 W/ 3O o 10 W/O3 10 W/ 4 1 ANCHORS CASE 1 (TYP,) 10 W/ 4 l0' It 10' 10' 10' 2,75 MAX, Mf 2.75 MAX.---t MAX. MAX, 750 EXTERIOR ELEVATION (UTSWING) DOOR EXTERIOR ELEVATION - - _ -- - --�{ MAX. DOOR WIDTH -= _ _-I MAX. DOOR WIDTH f- 14.876 o ) c� o IT1 N � N d LJ N W N 2 - 2 L � lY O O O 0 q A X I -FT X Q U7 Q Un p o Q� C� ,y r+ PRODUCT REVISE 9,125 491 25 as complying with the 4.875Building Code NOA-No. 20-0813., Expiration Date 01/19, p --{ MAX, DOOR WIDTH --{ MAX, DOOR WIDTH �By I51-7 I,Z4't'o. IMiami-Dade Product ® p 00 m o (L1 d- Du C') 0 2 W i-+ � H = C) 0N 1 0 L6 L7 CU W Q U7 N 2 W fy- 1--3 ULA ULL L":I q O o X 0u Q _ X -— - - - -- g (n z Q W H - CU 0u WQ � co N �O BILL OF MATERIALS OUTSWING DOOR: ITEM DESCRIPTION BASIC DIMENSIONS, MATERIAL OR ADDITIONAL DETAI 1, 1 A 18 GAUGE WELDED FRAME AS 5.3/4" JAMB DEPTH X 2" FACE X 042" MIN GALVANNEAL F STEEL (Fu=94.9 Ksi, Fy=54.5 Ksi) FOR 1� , OF SAME DIMENSIOI - 2 20 GAUGE FLUSH DOOR COMMERCIAL STEEL 1 3/4" THICK X (.032 MIN) GALVANNEAL (Fu=60Ksi, Fy=45Ksi); HINGE REINFORCINGS (DOOR) 1 1/4" X 10" X 10 GAUGE GALVANNEAL (.134 MIN) 4 HINGE REINFORCINGS (FRAME) 1 1/2" X 8 3/4" X 10 GAUGE GALVANNEAL (134 MIN) STRIKE REINFORCINGS FRAME 1 3 8". X 7 5 16" X 14 GAUGE GALVANNEAL .072 MIN fi WIRE MASONRY FRAME ANCHOR 9 1/2- LONG X 10 GAUGE (.134 MIN) Fu=95.9 Ksi Fy=40.2 Ksi 1 2 PIECE SNAP—IN STUD ANCHOR 1 13/16" X 4 1/8" X 20 GAUGE GALVANNEAL (.032 MIN), SNAi $ EMA ANCHOR BOLTS 3/8" X 5" STEEL UNICAN—SLEEVE ANCHOR, 2 1/4" EMBEDMENT 8A EMA BUTTERFLY ANCHOR PART PT1-008 18 GAUGE 0.042" STEEL SATIN COAT 9 LAG SCREW 3/8"0X6" LAG SCREW 10 HINGES—HAGER BB1191 4.5" X 4.5" STANDARD WEIGHT (.134 THICK) 11 RIM EXIT: VON DUPRIM 98/99. SERIES NIA 12 MORTISE DEVICE: SCHLAGE L9000 SERIES 13 CYLINDRICAL LOCK: SCHLAGE D SERIES N/A 14 DEAD BOLT: SCHLAGE B SERIES N/A 15 WEATHER STRIP: NATIONAL GUARD PRODUCTS #12ONA SECURED WITH DOUBLE ROW OF #6 X 1/2" SMS SCREWS ® 1" 16 THRESHOLD: NATIONAL GUARD PRODUCTS #950NA EXTRUDED ALUMINUM 6063�M 0.078" THK. W/ NEOPRENE BULB 17 CAULKING: GE SILICONE II N/A 18 DOOR END CHANNEL REINFORCEMENT 16 GAGE GALVANNEAL STEEL 19 DOOR SURFACE CLOSER REINFORCEMENT 14 GAGE (0.072" MIN.) x 3 1/2" x 1.6875 x 16.250" LONG. Gi 20 RP REINFORCING 14 GAGE (0.072" MIN.) GALVANNEAL 21 RIM PANIC SURFACE BOLT REINFORCING 14 GAGE (0.072" MIN.) GALVANNEAL 22 #161 LOCK EDGE REINFORCING 16 GAGE (0.051" MIN.) 23 DEAD LOCK STRIKE TAB 14 GAGE (0.072" MIN.) GALVANNEAL, ATTACHED TO STRIKE JAMB 25 THRESHOLD ANCHOR 1/4"0 ULTRACONS BY ELCO CONSTRUCTION PRODUCTS , 1 3/4" 26 MORTISE LOCK REINFORCEMENT ANSI #A115.1 #86, 0.072"MIN. 28 Z ANCHOR 18 GAGE (0.042") GALVANNEAL, W/ Fy= 33Ksi, Fu= 44Ksi 29 T STRAP ANCHOR DAYBAR . PT1-001 A 1 R r 3, (0.042") GALVANNEAL. W/ Fv= 33Ksi. Fu= 44Ksi --- - -- --- --- - - - - --- = _ _ 1.500 0,875 1,313 g 0 o I 0134 RO8 Tj0oo9�.75 0.1880 Lo 5.750 . N N 1 o 1 0.875 1.875 2.375 1.500 0,134 uoi o I o cv N i N j oCD 4 Ro12S o CD I 0 I 0,090 cu 0.110 1 0.343 0,375 I -L-0 10-4 0 5 - 0,437— �-- I--0,437 0 co o c _ 1 co Q o ago N c ri ? ri n N _ _�'— — — —c—�o I vi of 4 I 4-TAPpfD 1� AS 5 3/4" TYPICAL i 1�'�9 M° £s SECTION THROUGH 14 MATERIAL: I o 0.312 CD GAUGE 18 (0.042) � 1 u [MINIMUM GALVANNEAL 0.625 DHox `s O AS 5 314" .TYPICAL 1.563 SECTION THROUGH ( DOOR HINGE ® 4 1 /2" FRAME HINGE MATERIAL: GAUGE 18 (0.042) REINFORCING REINFORCING MINIMUM STAINLESS STEEL MATERIALt MATERIAL: GAUGE 10 (0.134) MINIMUM GAUGE 10 (0.134" MINIMUM) GALVANNEAL GALVANNEAL 10,188 (2) 1/8'0 SPOT WELDING 1,579 OQ Da 0'188 1295 0 O,7SO o w� 4S. LEAF TO SNAP �o ANOTHER PIECE OD 0 2.000 u-� LEAF TO SNAP n 3/32 x 1/2 HOLES �' Lo ANOTHER PIECE to TO PERMIT SNAP v ^� TO ANOTHER PIECE o o v` -- ti 9 1i8 - --•-- -- --- --- ---- - ------------ - 0,174 �'150 1,250 I 1.250 3i4 2'� 6,750 Cb 9, 4 tl,250 2.625-1 0•% 0027t VARIES WITH DOOR SIZE 3'0 TYPICAL 35. O/A 0,051'MIN, ]3,010' ------- -- 375' /8'� FQR (TYP,) 0,375' M TYP, N - SPOT WELDS (TYP,) v tO 0 0,750 0193 --0,3125 X 0,8750 OBROUND 1,6875' 16,25 a ELEVATION 0,531 . 0.625 TYP, 1 4,y 1,75' 0,375 ed� 875' 5625' 1' 7 N n m ir) +1 Cl) O.074 MIN, m 0,875' 1,7$' TYP, 1,3125' 5,25' 12,250' 12,250' 25' �° SURFACE C40SER PLAN SECTION FASTENING SLOTS �j S 18 DOOR END CHANNEL REINFORCEMENT 0,875 DIA, HOLEr16881 MATERIAL: 16 GAUGE (0.0$1) MINIMUM GALVANNEAL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0813.12 Expiration Date 01/19/2022 v1Ew x By I S � I•L�i9n k Miami-Dade Product Control (U 01 O �---3.500 Cl) C0D �n 4,750 in --I 1,490 �-- m PLAN PLAN GAGE 14 (0.074) MINIMUM rf Rim peg i • S 4 2 5/16 a 1 19/32 1/16 0.344 2 1/8 1 1/4.. �O — 3/a PRODUCT REVISED N 3.ac 1� as Complying with the Florida 4 Ot.c R 3/8 �. M a Building Code NOA-No. 20-0813.12 2 1/2 RQa s 2 17/3E co CDcD0o ro 1 3/4 5A6 11t�LL qlS Dia. 9/16 Expiration Date01/19/2022 RC \ t"I (2) Holes By 1 S"7 1•LtiRn., o22' - "' Miami-Dade Product Control -- oa o0 1,625 / c 5/32 ow +i 2 5/16 / 3/4 2 9/16 1/64 Rad. Tyyp 9/32 '? 0.060 OFFSET 1 1/2 u� r2.1881 i ® c 1,188 • (3) 3/16 Din. Weld 1 1/2 projections each end #8=32 3 3/8 0.750 SCREW 6 15/32 (2) Extruded holes #8-32 Tap 2 3/: 22 9161 WeK REINFORCINGS. ©3 DEAD LOC STRIKE TAB 26 ANSI Material: 16 Gd (0.051) MIN. 14 GA (0.072) MIN O MATERIAL: ' ATTACHED TO STRIKE JAMB W/ (3) 1/8"0 PROJECTION WELDS. 12.000 1.750 6,375 CORRUGATED ZONE 1/80 SPOTWELDED 0.5' SECTION 1.750 0.37 (4) #80/4' MIN. 0.5' SAE GRADE 5 H.H. SDS BREAK OFF NOTCHES 0 (4) TOG-L-LOCK CLINCH JOINTS ALL 0.034' THK TOTAL 0 0.5' CLINCH X 1/4' DIA. 1.0625 0 5' o 7/ ,n 0 0 1.0625 �/ U 3.500' CD co co 0.50 / o c w CL N LOCK: M � 540 � N 1 1 CONTINUOUS CAULK BOTH SIDES (TYP.) 3/4" CELL PAPER HONEYCOIv FACE SHEET WITH CONTAC HELMIBOND # 8321 OR NOA APPROVED STYRENE COF FACE SHEET WITH CONTAC JOWATHERM 609.30 OR DUF p D1 w iw- w x z w a X Q X PRODUCT REVISED o as complying with the Florida 3/4" C� Building Code w HONEYCOMB CORE NOA-No. 20-0813.12 HONEYCO OR FACE SHEE STYRENE CORE Expiration Date 01/19/2022 ADHESIVE By 1 S1�47 I•Z4-voa Miami-Dade Product Control NOA APP CORE BC SHEET ' - ADHESII 609.3 U - 40,00"' MAX, FRAME WIDTH 1 JAMB FRAME INTERIOR DOOR PANEL, SEE SHEET 9 5 ° EXTERIOR `--- SECTION B 1 - B 1 40.00" MAX, FRAME WIDTH CYLINDRICAL LOCK INTERIOR DEADBOLT LEVER OR KNOB MAY , VARY (REF MFR'S 15 SPECS) (TYP.) OOR PANEL, SEE SHEET 9 10 EXTERIOR - - - - -- - SECTION B2- B2 -- -- 40,00" MAX, FRAME WIDTH INTERIOR MORTISE DEVICE: 12 + 25 LEVER OR KNOB MAY VARY (REF MFR'S SPECS) DOOR PANEL, SEE SHEET 9 0 EXTERIOR SECTION , B3--B3 L HOLLOW CONCRETE BLOCK 6 WALL REQ'D (SEE NOTE 11/1) MIN. DOUBLE 2"x4" WOOD 2 C3 PER JAMB MAX. Zia• STUDS REQ'D W/ G=0.55 SHIM SPACE (SPECIFIC GRAVITY) a, 1 (SEE NOTE 11/1) •.;p PER < 1/2" MIN a561 .460 ° ° . . . k, GYPSUM WALL 1,875 e. °. °•a,a BOARD (TYP.) ;:;::pp;:;::.::.:.::.::.. :.:::•ra o " e :a: . . .°a FILED (SEE NOTE 11/1) GR®UT (o 4 ' � .. .4 a .•q. °tla a" q`.. EX ERI❑R 1/2" MIN. PLYWOOD EXTEI a e SHEATHING (TYP.) 'a'Q•: "' < ••" .q .; ... (SEE NOTE 11/1) 0 1 CONTINUou�PRODUCT REVISED (4) #8 x 1-1/4" MIN. ULK BOTH as complying with the Florida THREADED PENETRATION F.H. MO1 TAR JOINT Building Code WOOD SCREWS PER ANCHOR SIDES (BOTH 8.56' ) NOA-No. 20-0813.12 SECTION C Expiration Date 0 1/19/2022 SECTION E By 1 s1-7. 1.Z"')-4 Miami-Dade Product Control 1/2" MIN. GYPSUM WALL GROUTED f'c=2Ksl CONCRETE MIN. 2"x4" W006 STUDS, --BOARD (TYP.)" BLOCK WALL REb'D REQUIRED W/ G = 0.55 (SEE NOTE 11/1) (SEE NOTE 11/1) SHIM SPACE (SPECIFIC 'GRAVITY) (S MORTAR J❑INT NOTE 11/i) SHIM SPACE 1 e a'e ° A a < O O ' W O 0 1 —. E 0 O . df e' Q O G W EXTE,4. n..a EXTERIOR ----3•=—� 1 10 1/2" MIN. PLYWOOD• 1 CONTINUC - a SHEATHING (TYP.) CAULK BOTH MASONRY T-STRAP ANCHOR 9 17 CONTINUOUS -CAULK - (SEE NOTE 11/1) 9 ® (4) PER JAMB (TYP.) - ® (3) PER JAMB IN HORIZON AL BOTH SIDES (TYP.) MORTAR SECTION G MORTAk JAMBS 1Q SECTION D .��i111111tillli�se. • 1.43 S PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0813.12 Expiration Date 01/19/2022 6g�5 By I s � I•L� nk '1 Miami-Dade Product Control • J , DOOR TOP END CHANNEL `` 8 DOOR SURFACE CLOSER `�, 2' FACE REINFORCEMENT 0 CLIPPED �'`,� • TO DOOR AT TOP EDGE 1 . DIEMITERED CORN • WELDED INSIDE F) • AT RETURNS 2. CAULK COMPLETE CORNER WITH GE DETAIL DOOR SURFACE CLOSER REINFORCEMENT _ AND...-END CHANNEL ASSEMBLY DETAIL DETAIL Z ' f M I DARE MIANII-DADE COUNTY' • PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA*CEIVED www.miamidade.goyd uiidine Gopi Glass Sales & Services Corp. 7450 N.W.41"Street AUG 19 2021 Miami,n 33166 G� SCOPE: fill41�mloml�nty �I�� -- ®��y This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"1000"Outswing Aluminum Storefront Door-L.M.I. APPROVAL DOCUMENT: Drawing No. 19-112D, titled "Series-1000 Aluminum Outswing Door (L.M.I.)",sheets 1 through 12 of 12,dated 10/24/19,prepared by Al-Farooq Corporation,signed and sealed by! Jalal Farooq, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of. any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors f and shall be available for inspection at the job site at the request of the Building Official. f This NOA consists of this page 1 and evidence pages E-1 and E-2 as well as approval document mentioned i above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.20-0630.04 MIAMbDADE COUNTY Expiration Date: August 27,2025 Approval Date: August 27,2020 8/20/20 Page 1 i Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 19-112D, titled"Series-1000 Aluminum Outswing Door(L.M.I.)", sheets 1 through 12 of 12, dated 10/24/19,prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq,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)Drop Load Test,per ANSI Z97.1 (400 foot-pound impact) along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-10713, dated 11/05/19 and revised on 11/22/19, signed and sealed by Idalmis Ortega; P.E. 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)Drop Load Test,per ANSI Z97.1 (400 foot-pound impact) along with marked-up drawings and installation diagram of an aluminum window wall system and aluminum storefront doors, prepared by Fenestration Testing Laboratory; Inc., Test Report No. FTL-12006, dated 03/13/20 and revised on 11/22/19, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6" Edition (2017) and FBC Vh Edition (2020), dated 03/26/20,prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). i i Manuel Perez,P.E. Product Control Exgtin'Zr NOA No.20-0' 30.0 Expiration Date: August 27,' 5 Approval Date: August 27,2020! E-1 I Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice;of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice;of Acceptance No. 18-0725.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas®XtraTM(SGXTm) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6'Edition (2017) and FBC 7"Edition (2020), and of no fmancial interest, dated March 26, 2020, issued by Al- Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. None. i r ,f y •� 3 j Manuel Perez,P.E. Product Control Ex NOA No.20-0 30.0 Expiration Date: August 27, 5` Approval Date: August 27,2020 s E-2 i 1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'kuraray America, 1/4" HEAT STREI Qi co F I I � / �i� ji 30 / 15 a � a \ THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. GLASS TYPE 'A' SHUTTERS ARE NOT REQUIRED. SERIES-1000 ALUMINUM OUT-SWING ENTRANCE DOOR 1/4" HEAT STREN'D GLASS SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF SINGLE (X) .090" Interlayer AND DOUBLE (XX) DOORS. Trosifol PVB SEE SHEET 3 FOR SINGLE (0/X) AND DOUBLE (0/XX) DOORS By 'kuraray America, WITH TRANSOM. 1/4" HEAT STREN DOORS CAN ALSO BE USED WITH 'GOPI GLASS' SERIES-1000 WINDOW WALL SYSTEM UNDER SEPARATE NOA. SILICONE SEE SEPARATE NOA FOR 'GOPI GLASS' SERIES-1000 a w DOWSIL 99 WINDOW WALL DOOR MULLION CAPACITIES. m Co ! . LOWER VALUES FROM DOOR CAPACITY CHARTS OR z - WINDOW WALL NOA WILL APPLY TO ENTIRE SYSTEM. g i2 ji 'ii \ 11 c9 jl ��I DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ( II !4 15 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c \ _REQUIREMENTS OF THE_20.1.7(6TH-EDITION)/2020--(7TH-EDITION)-FLORIDA --------------- - - ►- V - - 11A-- - - BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). \ 16Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 16 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. M.A.R.q TYPti. 'A' 39 13/16" 76" _ __-- __. F _ _- HEAD/SI -- - - _---- ----- -FRAME-WIDTH -- -- = -- - - FRAME WIDTH (4) AT r . 36 5/16" 72 1/2" AT 3" 0 DOOR OPNG. WIDTH DOOR OPNG. WIDTH 12" 12" MAX MAX. 3" MAX. A HEAD 3" MAX. A HEAD HEAD/SILL 4 SILL HEAD/SILL SILL T CORNERS CORNERS /,` I I I I I I I I 6 6 I I E \\ I=__= I / II�11 z ui to m m co _ _==-��1I _ w ---- ----- I I �/ ----- 6 = rn a n----- I I w II I _j II I I ti of J a II i I d,,n cq ❑ 11_::S�_ ol 3=V==:[1===== ___=====z=7L D I la i I I I I I I I I ACTIVE 1 INACTIVE ACTIVE N _ cr SURFACE APPLIEDJ B m w B m z FALSE MUNTINS 4 a w 4 a cr MAY BE USED in 'O io -'o 25 7/8" 25 15/16" 25 7/8" D.L. OPG. D.L. OPG. D.L. OPG. 36 1/8" 36 1/8" 36 1/8" LEAF WIDTH LEAF WIDTH LEAF WIDTH (X) (XX) _ TYPICAL ELEVATIONS SINGLE (X) DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOORS LOAD CAPACITY - PSF FRAME DIMS. LEAF DIMS. i I FRAME DIMS. LEAF DIMS. _.-.._ _._.._ FXT(+) INT(-1 ....__.. I F)(T(+) I INT(-) 144" FRAME HEIGHT .96" 48" 1, DOOR OPNG. HEIGHT TRANSOM HEIGHT L D� 95 1/8- LEAF HEIGHT m m D 79 9/16" 42 3/4" 0 m z m D.L. OPG. HEIGHT D.L. OPG'' Z o it vcnv �- U) ! i \ CD 1 7 (p II< m — ---JL---- ��IL_L� _ �\ co mo j II \ �x X�, i ------------- ---------------------i 44 6" MAX. MAX. \Fa"`I�� JAMB JAMBS �{ m CORNERS; z v (nDz zC) 00 144" w FRAME HEIGHT 96" 48" DOOR OPNG. HEIGHT TRANSOM 'HEIGHT i 95 1/8" LEAF HEIGHT 79 9/16" 42 3/4" o w D.L. OPG. HEIGHT D.L. OPG. M v z v K. m�N X I 11 III II tI�� \ III\ II ff ---� I / Oo 0) II II II II G ___________ ___________ __________ \\ m rn(A l ------------- ------ ---------------- \ \ 0 \ g z 1 \ rn)m / a m \ / U) 1\ 6" MAX. 12" JAMB MAX. _� CORNERS JAMBS TYP. I, E6- z-Div FRAME HEIGHT DOOR OPNG. HEIGHT LEAF HEIGHT D.L. OPG. _ O F;oe: EXTERIOR .- my O, m I pD i p • 6 �m� cp cnrrio z<0 a ° _ O En 1/4" MAX. SHIM s EXTERIOR , EXTERIOR I — _ _EDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS -V SEE-ELEV. - --_- -- _ - - -- -_ , _ _--- - -- - --1.BY• d - FOIE SPACING FOR SPACING OOD BUCKS< EDGE DIST. WOOD BUCK EDG T. OR 1 W000 STR RE X W \ N WOOD BUCKS AND METAL STRUCTURE NOT BY 'GOPI GLASS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 114" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/.4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3)-THREADS MIN.7TO EXTEND-BEYOND-METAL--THICKNESS-__ - ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 9 ' TYPICAL ANCHOI TYPICAL ANC ORS 13 L EE SPACING OR SPACING SEE E EV. ACTIVE LEAF FOR SPACI G 18 a Y W vo U _ 7 O I =-- 0 F W Li .?i W Ip } D VW Now 19A 6 0 2 19 EXTERIOR D.L. OPG. LEAF WIDTH 1/4" MAX. FRAME WIDTH 1/4" MAX. SHIM SHIM 1/4" MAX. SHIM O O 9 TYPICAL ANCHORS 13 SEE ELEV. FOR SPACING INACTIVE LEAF ACTIVE LEA 18 7 8 O - — — --- W .. — ' — — ' i U' L �a=- ---------J w `----------10= METAL 2 STRUCTURE EXTERIOR 1 g D.L. OPG. -- - -- - - - --- -- --- - LEAF WIDTH FRAME WIDTH C1 D1 27 28 TYPICAL ANCH01 SEE ELEV. TYPICAL ANC ORS 32 33 FOR SPACING SEE EV. FOR SPAC G 18 ACTIVE LEAFui a 9 Y � O ao'•' a 0 x 0 O -�-.ram- �� ii o•• W o3 w N 6 0 19 EXTERIOR D.L. OPG. LEAF WIDTH 1/4" MAX. FRAME WIDTH 1/4" MAX. SHIM SHIM ----TYPICAL ANCHORS__ _ EDGE-DIST: " SEE ELEV. - FOR SPACING H CQNCRE L. ; a' q 27 28 26 d a '3 KSI aMIN..' ` a'•, d . I �" d. ' •< TYPICAL ANCHORS • SEE ELEV. � . + FOR SPACING + + 24 \ N - - - - - - ail ji .•.. - 26 - - - - - - En II II III !II Ld.0 II• II W dv WOOD BUCK a 31A 31 EXTERIOR MH Ijl jjl III D.L. OPG. 1/4" MAX. FRAME WIDTH II• Ii II III !II I!� 26 SHIM jI. II. ji. I 2s + + 29 I 28 I v w , I � a I I ————————————— + �J 1 I I I I II in I 1 11m II I I L I I 32A ------- % pj L----------� I I 33 ------------- + i l ----------- 1 1 J -- —=— I � 31A 31 D.L. OPG. Ld 2 —_—�_u_ J II II III O ---------------r—-----, n ITE_M # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 5503 1 DOOR FRAME HEAD 6063-T6 - 2 5501 2 DOOR FRAME JAMB 6063-T6 - 3 20305 1 SADDLE THRESHOLD 6063-T6 - 3A AGP-292 1 THRESHOLD RISER 6063-T6 - 3B #8 X 1" AS REQD. RISER FASTENERS ST. STEEL PH SELF DRILLING SCREWS 4 AGP-238 1/ LEAF LEAF TOP RAIL 6063-T6 - 5 BCE-3323 1/ LEAF LEAF BOTTOM RAIL 6063-T6 - 6 AGP-364 1/ LEAF LEAF HINGE STILE 6063-T6 - 7 AGP-362 1/ LEAF INACTIVE LEAF LOCK STILE 6063-T6 - 8 BCE-3316 1/ LEAF ACTIVE LEAF LOCK STILE 6063-T6 - 9 5009 AS REQD. SHEAR CLIP. 4" LONG 6063-T6 - 10 20271 AS REQD. ASTRAGAL 6063-T6 - 11 GOP-6 4/ LEAF GLAZING ADAPTER 6063-T6 - 11A #8 X V. AS REQD. ADAPTER FASTENERS, AT 8" O.C. MAX. ST. STEEL PH SELF DRILLING SCREWS 12 GOP-4 4/ LEAF GLAZING BEAD (LAM. GLASS) 6063-T6 - 12A - 4/ LEAF GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 13 BCE-460 3/ DOOR DOOR STOP 6063-T5 - 14 20913 AS REQD. SHEAR BLOCK 6063-T6 - 15 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 16 - 2/ LITE SETTING BLOCKS EPDM AT 6" FROM EACH END, DUROMEfER 65±5 17 - - PILE W'STRIPPING WOOL ULTRAFAB 18 - - BULB W'STRIPPING SANTOPRENE EPDM 19 - 3/ LEAF BUTT HINGES ALUMINUM REGENT 19A 1/4-20 X 1/2" - HINGE INSTALLATION FASTENERS - FH MS 19B - 2/ HINGE HINGE BACK-UP PLATE 6063-T6 - 20 #12 X 1-1/4" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 22 G1012 AS REQD. ADA THRESHOLD 6063-T6 - 23 G1013 AS REQD. ADA THRESHOLD COVER 6063-T6 - 24 G1003 AS REQD. TRANSOM HEAD 6063-T6 - 25 G1002 AS REQD. TRANSOM SNAP-IN MATE 6063-T6 - 26 G1001 AS REQD. TRANSOM GLAZING BEAD 6063-T6 - 27 G1004 AS REQD. SHEAR CLIP, LENGTH VARIES TO COVER ANCHOR SPACINGS 6063-T6 - 28 G1006 AS REQD. DOOR JAMB/TRANSOM 6063-T6 - 29 G1005 AS REQD. TRANSOM INSERT 6063-T6 - 29A #8 X 1/2" AS REQD. TRANSOM INSERT FASTENERS, AT 12" O.C. ST. STEEL PH SELF DRILLING SCREWS 30 G1008 AS REQD. TRANSOM GLAZING GASKET EPDM DUROMETER 55±5 SHORE A 31 G1009 AS REQD. TRANSOM GALZING ADAPTER 6063-T6 - 32 G1010 AS REQD. DOOR STOP 6063-T6 - 32A #8 X 1/2" AS REQD. DOOR STOP FASTENERS ST. STEEL PH SELF DRILLING SCREWS 33 G1011 AS REQD. . DOOR STOP COVER 6063-T6 - LOCK OPTIONS: OPTION #1: OPTION #2: OPTION #1 ACTIVE LEAF: AM E LEAF: I ACTIVE & INACTIVE LEAF: 4.500 3.000- 078 r .062 1.750 .094 1.469 1.13� 1.246 0 .125 .094 1.688 �I .924 L 5.000 f 1.702 1.096 h� GLAZING BEAD 22 ADA THRESHOLD 1 DOOR FRAME HEAD 11 GLAZING ADAPTER 12 LAM. GLASS 822 ` 1,750 -� F.055- 0� 78 .414 1.13T 3 � 1 078 1.246 �- JL �.873 203 ADA THRESHOLD COVE 4.437 .125 4.500 2.750 GLAZING BEAD 1 INSUL. LAM. GLASS .090 .938 TYP. �Li a f 1.686� 2 DOOR FRAME JAMB 4 LEAF TOP RAIL 1.40j 6 2s �_ TRANS .102 3.651 .500 14 SHEAR BLOCK T-i- 4.000 1.750 1.456 O SADDLE THRESHOLD L 33 DOO .125 .734 o 750 -� 3.773 T .062 1.000 C6)6 LEAF HINGE STILE DOOR STOP 1.250 1.686- O 3.698 3A THRESHOLD RISER F .125 32 3.500 078 1.750 N 3 P. � .879 .859 0.287 I i 1 .125 T - 20 14 2-7/1 FRAME UPPER CORNER DOOR LEAF UPPE #10 X 1/2" FH MS #12 X 1" FH MS 2 X 3 X 1/ E � a ALUM ANGLE 0 1 ` 4 '00 \ a. �0 'R ,