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HomeMy WebLinkAboutNOA'SREVIEWED & APPROVED rO : Lot, CZueen's Island by:.�,�— date: Randall E 05 FIRM# AA00379 vA mFL# 00111 iAsMl•- :PARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) IARD AND CODE ADMINiSTRATION DIVISION OTICE OF ACCEPTANCE (NOAi unlast Metal, -Inc. 120 SW Poma Drive :Ifni City, FL. A4990 SCANNED By St. Lucie Qou MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sum, Roan 208 Miami, Florida 33175-2474 T (780) 315-2590 F (7,46) 315-2599 mminlarnld ad miles/econa rm IPE: NOA is being issued under the applicable rules and regulations governing the use of construction materials. The mentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). his NOA sliall not be valid after the expiration date stated below.'The Miami -Dade County Product Control Section n Miami Dade, County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product r material tested for quality assurance purposes. If this product or material fails to,perforni in the accepted manger, tile, lanufticturer will incur tile expense of such testing and.the AHJ may immediately revoke, modify, or suspend file use f such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is etermined by Miami -Dade County Product Control Section thatthis product or material fails to meet the requirements f the applicable building code. his product is approved as described herein, and has been designed to comply with the Florida Building Code Icluding the High Velocity Hurricane Zone of the Florida Building Code.. ESCRIPTiON: 5-V Metal Roof System NG: Each unit shall bear a permanent label with the manufacturer's name or logo, city; state and following : "Miami -Dade County Product Control Approved", unless otherwise noted lierein. EN>✓NVAL of this NOA shall be considered after a renewal application has been filed and there has been no change the applicable building code negatively affecting the performance of this product. ERMiNATION of this NOA will occur after the expiration date or if there has been a revision or change in the aterials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for les, advertising or any other purposes sliall automatically terminate this NOA. Failure,to.comply with any section of is NOA shall be cause for termination and removal of NOA. DVERTISEMCNT: The NOA number preceded by the words Miatni-Dade County; Florida, and followed by the piration date may be displayed in advcrtising literature, If any.portion of thcNOA is displayed, then it shall be done its entirety. 'ECTION: A copy.of this entire NOA sliall be provided to the user by the manufacturer or its distributors and be available for inspection at the job site at the request of the Building Official. is revises NOA# 11-0118.05 and consists of pages 1 through 5. e submitted documentation was reviewed by Alex Tigcra. e-1111 /-W, * 1#11-� NOA No.: 12-1009.01 I'Apiration Date: 05/04/16 Approval Date: 01/24/13 Page i of 5 ATIMME"NT OF RF..GULATORV AND T.:C:Oitio lttC 12CSQUF2(:I;S (liPEt} ]M AN11CODE. ADMINIS,rHATION i)IVISION A) mhtst'IMetal, Inc. 20 SW Porna Drive Inn City, FL. 34990. MIAN1T-DADS COUNTN PRODUCT CONTROi., SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2.174 T (786) 315-2590 F (711(1) 315-2599 tt•tsu•.miamtrlude.l;nt•leceittorm• ' COPE: his NOA is being issued under the applicable rules and regulations g6vert ing the use ot`constr-uction materials. The ocumentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control ,Section to he sed in Miami Dade County and other areas where allowed`by the Authority Having Jurisdiction (AI-IJ). 'his .NOA. sliall not be valid after the expiration date stated below. The Nliami-Dade County Product Control Section 110innui Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to. have. this product r material tested for duality assurance.purposes. If this product or material fails to perform in the accepted manner, the tanufacturer will incur the expense of such testing, and the A14J may immediateiy revoke, modify, or suspend the Ilse f such product or material within their jurisdictio►.I. RER reserves the right to revoke this acceptance, if it is eterrnined by Mialni-Dade County Product Control Section that this product or material fails to meet the requireu»ents f the applicable building code. 'his product is approved as described herein, and has been designed to comply with the Florida. Building Code Icludiilg the High Velocity Hurricane Zone .ofthe Florida building Code. RIPTION: S-V Metal Roof SyMern -,ABELING.* Each unit shall bear a permanent label with the manufacturer's naive or logo, city, state and following taternent; "Miami -made County Product Control Approved", unless otherwise noted herein. GitilEWAII., of this NOA shall be considered after a renewal application has been filed and there has been no change the applicable building codenegatively affecting the performance of this product. rER1MINA` ION of this NOA will occur after the expiration date or if there has been a revision or change its the materials, use, anti/or manufacture of the product or process.Misuse of (his NOA as an endorsement of any product, for ales, dvertising .or atiy other purposes shall automatically teribinate this NOA. Failure to�contply with any section of his NOA sliall be cause for termination and removal of NOA. DVE'WFISEMENT: The NOA. number preceded by the words Miami -Dade County, Florida, and followed by the piration date may be displayed in.advertising literature. If any portion of the NOA is displayed, then it shall be done its entirety. 'CCTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and be available for inspection at the job sitc.at the request of the Building Official. his revises NOA# I 1 -0 1I8.05 and consists of pages I through'S. he submitted documeittatkin was reviewed by Alex Tigera. NOA No.: 12-1009.01 Eotpiration Mtte: 05/04/16 Approval Date: 01/24/13 Page I of 5 00171 (, Asst wLY APPROVAL ategory, 'Roofing. ah-Category: Non -Structural Metal Roofing late'rbils: Steel raximlml Design Pressuft, --18%25 psl' RADL NANNIES OF PRODUCTS MANUFACTURrm Oit LABELED BY APPLICANT: Test Product Product Dimensions S 3ecifieations DCseri!)t'i_otl -V Crimp 1''ancl I = various TAS 11,0 Corrosion resistant, galvanized, w = 24 preformed, lapped, coated, preiinislied, min. Thickness: 0.019 inch nietal panels. min yield strength: 55 ksi ring Pieces I — varies TAS 110 Standard flashing and trine pieces. Nv = varies Manufactured for each panel width:. Thickness 0,040 1ANUTACTURING LOCATION: Palm City, PL. 'VIDENCE, SUMMITTED: Test Agency' Test IdentiCef. Test Nstimc/IReaport Date urrica ne 'rest 0412-1017-05 TAS 125 Oct.2005 ahoratory, Inc, kzo Noble Coatings, ASTM G 23 Oct. 2001 tic. AS'1 M B 117 RI Asphalt SFMS-001-02.01 TAS 100 Jan. 2006 celrnologics,111c. rchitectural,re:sting 138944.61-450-18 TAS 12-5 09/28/12 NOA No.: 12-1009.01 Expiration Date: 05/04/16, Approval Date: 01/24/131 Page 2 of 5; I APPROvt.n Assis, BLIES: System: Deck Type: Deck Description: Slope Range: Maximum Uplirt Pressure: Sunlast Metal, Inc., 5-V Metal Roof Panels Wood, Non -Insulated New Construction or Ike -Roof 19132" or greater plywood or wood plank. 2": 12" or greater See Tattle A Below ' Deck Attachment -- _— Ili accordance with applicable Building Code, but In no case shall it be less than 8d 1,11111 shank nails spaced h" ox. in reroofing, ),�,herc the deck is less (hail ` Ij2" thick (Minimum the above attachment method must be in addition to existing attachment. Ui derlayment: Minimum underlayment shall be all ASTM D 226 Type ti installed with a minimuni 4" side -lap and C}" end -laps. Underlayment shall be fastened with approved corrosion resistant fasteners and plates. Spaced 12" o.c, oil the laps and two rows spaced 24" ox. in the field of: roll. Orally approved underlayment having a CUrrent NOA. Firc .Barrier Board; Any approved fire barrier having a current NOA. Refer to a current fire directory listing for; fire ratings of this roofing; system assembly as well as the location of the Iii•e barrier within the assembly, See Limitation 4 1 • Valleys: Valley construction shall be in compliance ,,vitli Roofing. Application Standard RAS 133 and with Sunlast'Mcml. Inc.'s current .publishedinstallation instructions. Metal Panels and Install the. "Sunkist Metal, Inc.'s 5-V Metal Roof Panel" and accessories in compliance with Accessories: Suitlast Metal Inc.'s current„ published installation instnicti:ous acid details. Flatihing,, penetrations, valley construction and other details shall be constructed in compliance with; the'tuinimuni requirements providedinRoofing Application Standards RAS 133. Panel shall be fastened to the deck witli a minimum of 414 sharp poit.it screws with hex washer head with neoprene seating washers. of sufficient length to penetrate through the sheathing; a ininiintlm of z/ir„ inch - fasteners shall be installed at a nominal spacing of 1'2" ox, perpendicular to the slope of the - root, at the top of the major corrugations, in accordance with the detail herein. Fastener' rows shall continue up the entire length of (lie roof (parallel to the roof slope) starting 3", from. panel ends and.shall be at a maximum spacing as described below in Table A. TABLE A MAXImum DESIGN PRESSURF, m-_- Field- — - Perimeter and Corner •iaxinnun Design Pressure -50.50 }sf. -189:25Iisf _ laxiniurn t astener Spacing;_ _.. _ .... _ti" {},c„ _ — it" o.c. - - ---- - l;k(1'il�{)li1tIQ11 511slll 119t be all{}�ti�e(I �'�� , , NOA No.: 12-f 009.01 ,� MIAtdiDADEC= Expiration Date: 05104/16. ApproNA .Date: 01/2-1113; Page 3 of S SYSTEM LIMITATIONS I Fire classification is not part of this acceptance; refer to a current Approved Roofing, Materials Directory f6r fire rathygs of (his product. 2. The maximum designed pressure listed) erein shall be applicable to all roof pressure-zolies (ix.,ficld, perimeters, and cortieri).. Neither rational analysis, nor extrapolation' shall be permitted for enhanced flimenin-at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels may be rolls farmed in continuous lengths from cave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133 4. All panels shall be permanently labeled with the manufacturer's naive and/or logo, and the following statenlelit:! "Miami -Dade County Product Control Approved" or with (lie Miami -Dade County Product Control Seal as seen. below. All clips sliall . be permanently labeled with the manufacturer's name and/or logo, and/or model. CMIAMEM= 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the.Florida Administrative Code. I NOA No.: 12-1009.0L (1-11E4III 1AMIffII-BAPPE"CO COUNTY .xplratlom Thte: 05/04/16F! Approval Date: 0 1/24/13' Page 4 of S. ee Table "A" 040ap �- 12„ PROFILE RAWING SUNLAST METAL. INC. 5-V A'IETAL ROOD PANEL 1 2,.. END OF THIS ACCEPTANCE NOA No.: 12-1009.01 Expiration bate: 05/04/16 Approval Date: 01/24/13 Page 5 of 5 REVgWED & APPROVED FOR: ;Lot Queen's Islan rT by: date: =I I Randall E. Stofff Architects, P.A. Ruvvioan. Master by DA B MI4*824 +s&psf -&4psf FL# 0011105, FIRM# AA00379 SCANWD- Kax- SIZb, 'I 112u X I (o'0" t•DADE COUNTY --- — - - — - BY MIAMI=DADS St. Lucie Gou* PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 108 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 ONOA) www miamtdade&ov/economv 'DAB Door Company, Inc. 12195 NW 981 Avenue Hialeah Gardens, FL 33018 SCOPE: This IVOA'is being issued`under the applicable rules and regul_ations,governingthe 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 notbe 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 Aght 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 materaal 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: Hurricane Master Model824/811 Steel Sectional.Garage Door up to'16'-2" Wide W/ Window Lite:Option (DP +56.0, -64.0 PM APPROVALDOCUMENT; Drawing No. 00-18, titled "Sectional Garage Door' sheets 1-through 5 of 5, dated OWN2000, with last revision I dated,03/09/2015,prepared by Al-Farooq Corporation,sigtted and Sealed by Javad Ahmad, P.E., bearing the Miami -Dade. County Product Control renewal stamp with the Notice of Acceptance number and' expiration date by the Miami bade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile.Impact Resistant LABELING: A permanent label with the. manufacturer's name or logo; manufacturing address, model numb'er,'the positive and negative design•:pressureIrating, indicate impact rated if applicable, installation instruction drawing reference number,, approval number (NOA), the applicable test standards, and the statement reading `Miami Dade County Product Control Approved' is to be located on the door's. side track, bottom angle, or .inner surface of a panel. 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 eipiration date or if there has been a revisionor change in the materials, use, andlor manufacture of the product or process: Misuse of this NOA as an.endorsement of any product, for sales; advertising or any other pnrposes.shall _automatically terminate this NOA. Failure to comply with any section of this NOA,shall be 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. renews NOA # 14-0814.05 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 Carlos M. Utrera, P.E. NOA No.15-0304.02 CMIAMID)ADE COUNTY Expiration Date: February 22, 2020 Approval Date: April 2312015 Page 1 a¢/j6l�ls , Hurricane Master by DAB MDL#824 +55PSF -64PSF MAX. SIZE 182" X 1,6'0" MIAMUDADE AIIAT•II DADE COUNTY o PRODUCT CONTROL SECTION 11805 SAY 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) wynvmiamidade.gov/economy DAB Door Company, Inc. 12195 NW 90 Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable riles 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 inunediately 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:.Steel Sectional Garage Door up to 18'-2" Wide x 16' High w/ Window Lite Option (DP +55.0, -64.0 PSF) APPROVAL DOCUMENT: Drawing No. 99-24, titled "Sectional Garage Door", dated 09/22/1999, with last revision G dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal 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 LABELING: A permanent label with the manufacturer's name or. logo, manufachiring address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval nurnber (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a.panel. 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. ADVERTISE M , NT: 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 renews NOA # 12-0110.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted doctunentation was reviewed by Carlos M. Utrera, P.E. NOA No. 13-0212.03 r .Expiration Date: March 10, 2018 ri►a�s�•rlaflecovtvTY Approval Date: March 28, 2013 Page I DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted tinder NOA # 12-0110.12" 1. Drawing No. 99-24, titled "Sectional Garage Door", dated 09/22/1999, with last revision G dated 10/13/2011, sheets 1 through 5 of 5, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted tinder NOA # 09-0324.07" 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) CycIic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Residential Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2133A and B, dated 06/1012008, signed and sealed by Candido F. Font, P.E. 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 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08--1106.OS" 3. Test report on Tensile Test per ASTM E 8 of the above sectional garage door's skin, prepared by Hurricane Engineering & Testing, Inc, Test Report No. HETI-08- T139/A, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. 4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. "Submitted rrnderNOA # 03-0210.04" C. CALCULATIONS "Submitted tinder NOA #.09-0324 07" 1. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation, complying with F.B.0 2004/2007, dated 01/20/2009, signed and sealed by Humayoun Farooq, P.E. 2. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation, complying with F.B.0 2004/2007, dated 08/25/2008, signed and sealed by Humayoun Farooq, P.E. "Submitted tinder NOA # 08-1106.05" Carlos M. Utrera, P.E. Product Control Examiner NOA No.13-0212.03 Expiration Date: March 10, 2018 Approval Date: March 28, 2013 - 11-1 DAB Door Company. 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: 08-0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on 11/29/2012. 3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017, "Submitted under NOA # 05-0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09127/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 7. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA # 12-011012" 1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by Al-Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E. "Subrnitterl under NOA # 09-0324.07" 2. Laboratory code compliance statements issued by Hurricane Engineering & Testing, Inc, for Test Reports No. HETI-082149A/B B and HETI-08-T139/A, dated 06/10/2008 and 06/27/2008, all signed and sealed by Candido F. Font, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 13-0212.03 Expiration Date: March 10, 2018 Approval Date: March 28, 2013 E -2 7-1/2" X 3" X .120" DAM STEEL 1 END ROLLER HINGES $ Q WITN OPTIONAL DELRON SLEEVE 0 000 0 7-1/2" X 2-1/4" X .071' m VBTHV OPTONALENTER DELRONnSLEEVE 00 0 W/ (4) #14 X 5/6" SMS ® O 914 X 1 2" SMS 2/ DOk 4 PER HINGE /�3/4" W X 3/16" THK. rDED SLIDE BOLT LOCK (BOTH SIDES) FASTENED IV/ (4) # 14 X 1/2" S.M.S. 0 5 e" MIN. LOCK ENGAGEMENT CONFORIss TO - F C 1012 REGARDING GARAGE DOORS 8-1/4" X 4-1/2" X t-1/2" STEEL PLATE 0.115' THK. WITH (8) #14 X 5/8" SMS ,128 CIA. OALV. AIRCRAFT TYPE CABLE & NICO-PRESS SLEEVE IV MN. 5 TO I ISAFETY FACTOR D ° DOOM W—mrr CONJIem w B- 2 SECTIONS 18 E SECnIONS 21' e- I sEcnOx e• s sEon v z 4 sEOTfON9 21' - 7'-J 7'-0' 6 9aCnONS 1B• - 7'- SECTION$ IB 1 SEMON 21 a' J SECn01T9 1s' 2 SEC110N3 21' B-0 2 seanoxs Is a1s xt Mil. e•-9' 1 SECTION is 4 SECOON9 21 8-e' a SEC110NS 21 + 9• e s Ns 1 9-1 a SECnON9 I 919 J sECT10N9 1B' ASSS22 10 2 SECnat9 IB swu0m 1a IONS 21" i O SECa0N9 fa f SW ON 21 ,11 B SE S B' SEOn 9 1 1'�i• / SECTIONS 10 ] SECna13 21' I1-6 J 9 0 2 SECf10 9 fe' 11921• B SECT 2r 12 1 aECiIONs to 9 SECTIONS 21 12-Y 7 S=00 21• - 12-s' a SECIKKts is 2 SECTIONS 21 12' SECigRS is 3 SECn0119 21' 13' { SECN01T5 Is 4 11,11111, 21 3 SECn011S iB a SECTIONS 2' 2 SfY•IIONS 1a' B 9 21• 13-8' i SECIg11 IB' 7 SCCI9INS 8' 14 9 sCCTq 9 2i - i4 -3• 8 SEO710N5 10 3 SECTIONS 21' 14'-V a -sa NS Is' 4 aECWNS 2V 14' 4 6 nONS a 6 COTIOY9 EI sSIsaSEOna1S212 aE00011S1B' 7 r SECTIONIBSSE01"NS21'6 =ONS 21 - 6 9ECna15 IB 4 SEOTION9 21 BOTrOM BRACE FOR 3° TRACK _BOTTOM BRACKET FOR 2" TRACK PIN TOP FIXTURE 5-1/2" X 2-3/4" X OX' STEEL PLATE WITH ONE 5/16-18 MS W/ NUr FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILES SEE SON. OPTIONAL VENT (3] 5" WIDE AT r O.C. MAX. OFUW AREA NOT TO EXCEED 120 SQ. IN. OPTIONAL TO OF ANY COLONIAL INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR r — A L—A QO O u M a M d' Q� C9 zjEN ��0 1 $W N QVx0 THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES e I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE OUTSIDE HANDLE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. CENTER MILE2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, 2: PRODUCT REIVBWED ANC14OR EMBEDMENT TO BASE IdATERAL SHALL BE BEYOND WALL eeeae0yinSwAb11f FWdda DRESSING OR STUGCD. '• - r BuIf0616Codo 3. ALL 60LT3, NUTS AND WASHERS SHAD. BE ZINC PLATED CARBON STEEL ( Acoepwroetuo 3•'o2I2.IDES,3 _ 2) OLOCK N END USTIL.E BW A, THESE ODIEMLS ARHO, OR E Nor PART OF THIS APPROVAL. OTHER TtUW THOSE SHOWN IN INSTALLED WITII I By 51 A LOAD OURATION INC(LFAISE 19 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ° (4) #14 X 5/8' SMS Mi PrododG ftA ED . . 1-1/B•' X i-1/8° X 2-3/e° LONG \ TCNIL QRO,,�D,U�r17ftBVISBD •S lUpt BAR DUlDE VrJ AD'AHIMD ° 4 (1) ON CENTER SOLE Fla, ovp ibtw vsi; ft fsd* Ulo PlOEfda CAN, `JO30. AO f , 2 •A'. 18T X XW LOCK MR DESIGN PRESSURE RATING '� + 55.0 PSF'�!3 � ENGAGES IN TRACK 41 ION EACR SIDE OF DOOR - 64.0 PSF 11 tbntrot drawing no. OUTSIDE KEYED LOCK 2a�� LACK BAR LOCKING SHOWN DAD DOOR MODEL 824 99-24 ALTERNATE TO LOCKS SHOWN ABOVE MAX. SIZE 18'-2" WIDE X 16'-0" HIGH ahaet 1 of 5 I 2" X 3/4" CAW. STEEL TRUSS 0 TOP OF PANEL VERTICAL INTERMEDIATE X 5/8" S.M.S. S.M,S 16 CAX 2-114" X 2" X 3/4" CAW. STEEL U. BAR REM ORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEMATE STILES W/ TWO 14 X 8/6" S.M.S. AND Id TO END CE W/ SIX #14 X 3/4" S,MS. t6 OA, X 20 ." X 2° X 314° GALV, STEEL BAR REINFORgnR6 TRUSS ® (TROM OF PANE4 R TRUSS F7MNFD TO VERTICAL %U.S. f711ATE ANDT W/ r B 14 X 5/8" S,M,S, AND I 04 X sCJr s,M.s. 1ST SECTION BOTToM) REINFORCING FOR CONNECTION OF WOOD SUCX TO MASONRY SEE NOTE ON SHEET 4 OPTIONAL STOP BY DOOR 3/4` 14 CA. X 2-1/6` X 12 CA. X 3-5/16" X 1-1 NUT 24 GA. STEEL PANEL u 2-3/4° % 6-1//2° X .10 THK. � g - TOP ROLLER FIXTURE apg 7'1/ 5/16"-18 NUT & BOLT FLAPS BENT OVER PANEL z m {G O 6 1/2" PUNCHED HOLES I _ 10 GA.X 2-1//4" X 2° X 3/4" GALV. STEEL U. BM REMfbRCING TRUSS 0 4` 0.0. TRUSS FASTENED TO VERTICAL INTERMEDIATE c a 57IlfS W/_iW0 0 14 X 5/8" S.M.S. T % SIX R 4 X 3/4" S.M.S. 1 a I-i4 K Re2'X1-1/2"%775®, X 5-3/4" X 12 GA n49 POP RNEIS ITHERSIRIPPING - B` X 1" SMS O 48" O.C. INTERMEDIATE SECTIONS TOP SECTON RDNFORCINO REINFORCING 7/8` X 1-7/8" X 2-5/8" 18 QA, STEEL CENTER STILE RIVETED TO PANEL SKIN g14 X 5/0" SMS 5 W/ (4) ALUM RIVETS NSTAL Eft ULDINGER HINGE 3/4" X STEEL. NI RIVETED TO PANE 1/2" X 1-3/4" X .058" FORMED STEEL W/ 3/16" ALUM OWED TO PANEL AND SECURED TO ENO STILE Vm 3/tell POP RP/EIS �AT 1D-11/10" D.C. FOR 21" SECTIONS �1 7 'X2-5/e°X15 GA. STEEL AT 7-11 18" O.C. FOR 18" SEOTIOHS CENTTER 9TILE /ro�lmm 0D.¢e 3/16° POPFOR 11' SIILES\ RIVETS 1 O`tj�y�� a �53 FOR tell STILES Z 1Li I� s °° O M END STILE. l¢ ,024" STL PANEL gg OUTSIDE OF DOD Z 1S , *0I L 9 .. 0 N � v w 0 N a SOLID BRASS DOOR VIEWER DPP BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 0/16" DIA, HOLES IN CENTER STILE POSITIONED AT EYE LEVEL EDGE ° OkST. SEE SHEET 4 FORIS p�', TRACX ANCHORS a PRO[wCT RENBWEU O $ °°'. �°`'' ,'. , xcaDdYT^BwimuKflaGt■ � � $ A�MVW N*13- f a3 r MAX: =i,,Uwm asd 2-1/2" I g o w .....E .:... R . En41. AH PT40DUCi'RRVI56A •�.. I: pp�� gq4.705 St�Cbdo VioEi60 Hi` f`^^lirt $ da L14 GA OALV. STEEL ROLLER HINGE) CENTER HINGE 4 �' Control aFOW1Rgg t10. PINS STEEL ROLLERS �til INSTALLED ON ROLLER SHAFT 7,BT" DI. 1E .50° STANDARD STEM 99-24 SECTION B-8 1V/ .aa 01a x e' srEL1 AOP •- • - - --- POP RIVETS 2 X 2 X 1/0" HORIZ. ANGLE ///''' HORIZ. TRACK SUPPORT, SPOT YIELDED TO HORIZ. TRACK 2-3/4" % 5-1/2" X 2-•7/8" X ,10" CENTER SUPPORT REDD. ON DOORS WITH TWO WELDS AT 1-1/Z APART Top ROLLER EXCEEDING D R. IN HETCHT FIRST AT 3" O.C. TOP ROLLER o) a 41 II BRACKET(5)#(DOUBLE?, .'� A --i REST AT 9" O,C, FASTENE'0 Yf/ (8) g 74 X 5/8' S.L4.S. HORIZ. ANGLE FASTENED TO CONT. ANCIE n 090 THX. GALV. STEEL ADJUSTABLE Y!/ 18 X 3/4" BOLT &• NUT AN 7 FLAG BRACKET ANGLE WITH SLIDE FASTENED TOO BRACKET 0 p Y3 _ p..-,� (2) 1/4J20 X 8/B" 80LT dt NU7 Al/SLREWS7& NUTS" HEX HEAD HORIZ. TRACK LENGTH - OPENING HEIGHT PLUS 19" 1� o (4'Sgy _ __ -- aG 00 L� X V /4 CA GAIN, STEEL TRACK 2-1/8 I XT0080 SECTION A —A Oaa HORIZONTAL 4" X . 68" FORMED i/2" X 1-3/4" X FORMED STEEL ♦7 AND G ED TO PANEL AND FASTENED TO F VERTICAL STILES WITH (2) 3/16" POP RIVETS FAFA» {al. Z ggg� HORIZONTAL REINFORCEMENT. 1/2" X 1-3/4" X .058" FORMED STEEL " GLUED TO PANEL AND FASTENED TO - VERTICAL STILES PATH _ (2) 3/18' POP RIVETS S/18" MEETING RIB 1-13/18' DID, ROLLER 1V// iFN" 1/4" fWiOENED STEEL. BN.L BEARINGS p O o IN CASE HAROENED INNER & OUTER BRACES i 7/18" DIA X 9-1/4" LONG IIARDENFXI SHAFT z R 2• X 3-1//2" X 12 GA. TRACK BRACKETS 0 w Q OPTIONAL INSULATIONS: S CONNECTEb i0 TRACK [i �7 - BY 'DVPL�r PRODUcrs uN. o VATH TWO 1/4" BOLTS & NUTS. N EPS-EXPANDED POLTSTfRENE DENSITY - 1.05 PCF �07-1107.08 ro U �N/7 m o I OR m ISO-28 POLY-ISOCTANURATE ' - DENSITY - 2.0 PCF N.OA. 107-0301.10 w1�1 N O Z Q DT - OR - 'MCI INN DE DENSITY 0.9 0.92 PCF mQ W v I� NDA ID7-1010.07 _ pNS ? 11 GA. GALV. STEEL _ ROLLER (NOES FA%ENED W/ (S) V14 X 5/8 SIAS - MIN. ,024" ROLL FORMED STEEL PANEL o g 8 o DRAWING QUALITY0-40 $ b' MIN. RISTRENGTH ". 34 KSI WITH PPRIMM ER AND 11AXED-014 POATRpP COAT TRACK CONFIGURATION a ERRPAINTED APPLS1 TO BOTH SD1ES OF STEEL �d N ¢_ - VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM 11 rOL GALA. STEEL BOTTOM BRACKET FASTENED 'r„1 W/ (4) 014 X 5/8" SMS ""•' "• FIR WED ` . �ngn,JAV�AHWy0 .PROpUCC REVISED 1llt PbrlQs Ly 3 ra-P1ft w7hA nw o .�fomytyDlBw(Lh BOTTOM SFAI g611d�ecod* EFTA, PE 70592. BolldrogUDde ALUM PLATE ST' i 1 O .0.5B Acmptaw Not -6-M D3 r , ri'.. AcgPMnoeNo 2 / AND AND RUUBBF1t WEATHERSTRIPPING BY MI it FrodmiC."vi fi 20}ti M Ooat/ot A g }. drawing no. SECTION SEE SHEET 2 -A FOR 1ACAT10N 99-24 OF REINFORCING TRUSSES 9heat 3of 5 WOOD FRAME BUILDING STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2xe PREURE TREATED GRADE 2 SW OR BETTER STUD WALLS TO BE CONT. FROM FOOTING, TO TIE BEAM ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE TRACK SHALL BE SECURED WITH DORT, STEEL ANCLE TO PRESSURE GITFO0OCRALLLREOR ROIITEO REINORCEDMASRY B WOCNO. COLUMN WITH I/4" ULTRACON BY 'FLOC' WON SPACING OF 7�' D.C. INTO BLOCK WALL, WITH 2-1//4" MIN. EMBED 7" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2' MIN. EOCE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 4" O.C. INTO. BLOCK WALL. WOH 1-1 /2" A11N. EMBED 6" 0.0. INTO 3000 PSI CONCRETE, 4f3H I-3/4" MIN, EMBED 3" MIN, EDGE DISTANCE 3/8" COMPLEX 13Y'ELCO' OR 4/8' LOT BY 11W' WOI{ SPACING OF IT' 0.0, INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN, EMBED 3" MIN. EDGE DISTANCE 3/8' "LC SLEEVE BY 'FCLTT IWTH SPACING OF 7" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOURS BARS EXTENDING INTO FOOTING AND INTO TIE DEWS ALL BARS ALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 6/IW X 1-5/8" LAC SCREWS STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM B 18" DIA. BOLTS h • T TN WASHER & NUT AT 12" 0.0. MAX. �614NA NNOLEX 14 CA 12 GA GALY. STEEL FLAT BRACKETS it LONG AT 6. O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR MO. CONNECTED TO CONIT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ANCHOR --SPACING ANCHORS STRUCTURE EMBED SPACING EDGE GIST: 3 8 HLC S EEYE BY HI 11 CONC 1-1 4 6' 2-1 2 i 2 HLC SLEEVE BY HIU1FILLED BLOCK 3 8" DYNABOLT BY fnV CONC. 1 -1 2 8 a 4 1 2" DYNABOLT BY Iff RLLEO BLOCK 1-•7 8 B" 4" 3 8 POWER -BOLT BY POWERS CONC. 6" 2-t 2 3 SLEEVE -ALL S16{PSONS CONC. 1-1 2 3" Lm � -Ij- 0� F 0191. � f a 0 1 O U V Ci otMt�� CONCRETE V. - 3000 PSI MIN. a p K � 0 / 0-90 GROUT FILLED CLOCK Fm .s 2000 PSI MIN. C 0 60 dal 44, O 0X 00 0 If CAIMILL"TRACK GA W U' �M F TENED '. TRACK (STATES W 21 1/4-20XDK TRUSS NO. 'TV Td.S. dt LOCK NUT z J uZZj ap ltl j 02 *.:.,I ,I BLOCK, OR"CONC.:I 1 . Kt PROWCTRENSWED EA .3.•1Aq " M'D '. .AA4W10tR[iVISEO Tp a om,pljMg.rilh do Florida F•'.GFm•,. .en caoPlYLgwkhlho Woddn 1 �112i"sEmplasuo • �.T§70592.;. ' DYI1dMBCad. e a�1ii a,rl,l t! f 1 2X8 MIN. MnLdpedehodrulcomol / '• • ,} 1� p1r^dlKt vot drawing no. SOUTHERN PINE 1v9 020 99"'-24 0.65 R.G. 9h9et4of 5 O iR PANEL GA. (.024) STEEL LAIN. 116" OVL WASHER ��B X 3fM1" SMS 3/D FROM ENDS AND 7" O.C, fAAX. '-(4) #0 X 3/4" SMS ® 1-3/0" FROM ENDS iAND 0-1/2" 0.0. MAX, .175_X .002 DEEP NOA X .082 DEEP VE (4) 86 X 3/4" SMS 91 FR01A ENDS AND 6-1/2" O.C. MAX X 3/4" SMS ® 3/S" FROM ENDS AND T O.C. MAX. �'-7/18" CIA. WASHER DOOR PANEL 24 GA, (.024) STEEL MIN. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE .500 250 O O 1.705 1,726 Q a 1.144 L 9L 21 IAAK WDw.. DTH .178 * EXTERIOR FRAME t"--.000 * INTERIOR FRAME 0 K a . > g c MAX D.f_G. RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECEINJECTION Ir $g a Q z A O co M if �{ IN!�jjlE ELEVATION o ly RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS � • PAODUCTitENBWOD 110 F1o1W0 � $ #6 X 3/4" SMS C '® 3/0" FROM ENDS O 17S X .082 DEEP AND 4-I/2" D.C. MU.. GROOVE AcaPt�m14013-4 1 .03 $ o TI $ ."5 � �, .. i. M f P104Lc1C'0Atro1 � g w r o _ _ _ : En JAVAD�kAHtMV B _ _Flro ¢' 70�'ya 4I Qw11C1' I�VI96D :- Y,� 543 ` o"I fidirec xitli/he Plaidn 8 oft I 1. 1 $ A°aa°nc°ro°�3 , �4 DOOR PANEL Br<pltM 24 CA. (.024) STEEL MIN.- EXTERIOR 15/t8" Mw. D.L. OPO. _ M d99RG 24• GLA2w0 DRE WINDOW VADTII L_ Product Ap�rovai - ���iCdt ���; !1$ER: Pubic User� ` Pmducolonmyai t to u > Proddct 6r Aeolian on SQmh'> f PP&a Application Detail FLiS371. - - - - A Ircabon T pe PP y New.. - .. 'Code Version ' - .2010 -. App)rcaboii,Status- -;-Approved;. by DBPR. Approvals by.DBPR,shall 6er6vlewed aod'ratified by the POC - •`and/or- the'.r_ommissidrtdf necessary. - ComiTtents.. This product applicatioti'has,Expred CerEifl_cation Agency Certificates antl/oYQuality ... .AssuranceContracts. 'RR Archived :Product Manufacturer - - ,DAB Doors Company, Inc, Atldress/Phone/Eittait - 1219b,NVJ'96 Avenue:. - .. Nraleah &a ens, FL33016 - Authorized Signature' _ `3avad Af)>fiad' - - aifarooq@afceng.com' TechnicalRBpfpsentative .. - --Allen Berger , Addi ess(Phone/Email � , ` il '12195'NW 98 AvenUB Hialeah'Gard ns, FL3mid Quabty Assurance Representabve _ a - Category.`:, '. .: 'Exterior Doors ..:. , Sugcategoh5...� .. - - .Sectional Exterlor Dooe.MsembIles , Compliance Method -' °, Certification Mark or Listing . - ,Certification Agency ,.. Miam[ Dade BCCO CER` Valid 6 ke dSy.. =� Miami-P� dp B9. Q7, AL .. :. . - Referenced Standard and Year (of Standard) Standard;., 1994' .1994 - -. Equivalence:of Product Standards. , - - Certified 'by: productApproval Method ,�- .Method.I Option A Date Submitted 03/26l2012 'Date. Validated 03/27/2012 Date Pending.Ft3C Approval, Date Approveo' 04/06/2012; Himimr nrcr/rir/rnr nnn dt1 I W1'R/?(11'I Building Code Online ' 1Cirm ry ef�Prnductc Pagd 2 of 3 FL.# -- - ...- - Model,,Number at Name -^ '. ' Description -•' Hurricane Master Model '824/811Steel? Sectional Garage Door,i6'-T Wide, Large missile impact resistant 16-2" x 16'steel-sectional garage door, QReinforced) w/:window ttte.OptiorL Limits of:USe:.; ! Approved for use in HVHZ: Yes - - Appioved for use outside HVHZi Yes C, Ification•AgencyCertificate - `yt`" 5371 F0 C CAC 16x t6 Craae Door LN!I{ 12' 0t 10'OPi} dwa 98- 05;ndr� I ' . ' . -, Impact Resistant: Yes `, ' Design Pressure: +48/-'S2 ' - 'Other. See attached (Imitations of use'for installation Instructions Quality'Assurance Contract Expiratiory Date 07/21/2015' installation Instructions - ?Fl RQ II 16X16' Gatane Dior i II fl?-011Q $t dwo g8 0S C'd' j'L1 i r71 `.RD II 1lnSirati0ltS Qf l)SP.&Q 1 i - - 'Verified B � Javad Ahmad PE;:fk70-92. " y. - ,. Created byJhdependent,TNrd Party: Yes '' •^ . Evaluation,RepoNs .. , Created by'Independerit Third•P.arty. �.' ^ '' • l 15371.2 ,. '" .:, ; Hurricane Master Model 824/811 Steel - -`, Seel!onS(Garage Door 16'-2".:Wide w/ Large missile impact resistant IV-2" x 161 steelsectionalgarage door. - • .. - • - window Lite Option.' "•_ LEmtts of Use': • :, ` ° ; -: a, :Approved f6e use In HVHZ, Yes .. - Approved for' use outside HVH2eYCs' Impact Resistant: Yes '. ;, Design Pressure. +361-44 Certification Agency Gert!f[cate FLS5371 •R0 C��CAr 16xI6 Garatie Door L14T-(12-011014) dsva 02- � Quality Assurance Contract Expiration Date 07/21/2015:, , i .Other See attached limitationsof use for installation instructions. - - - ' xnstallatlon Instructions, •fL1537 R0 TS 6xi&'Garaae Door LMI-+12-011D 14) dwo 02-21 tidF FL1537+ RO tI L.Im�taticns Of UseioiF ' , " ,Verified 1By '3av6d Ahmad PE #70592 ,Created bylndependentTh!rd'-Party: Yes ! Evaluation Reports_ -` Created,byindependerltT1I6J:Part 15371.3 - • -- HurricaneMasteeModel824181,1.Steel ", , large^missileImpact resistant l8'-2"x16'steel sectional;garagedoor. i Sectiona[Garage Door 18'-2" Wide w/ wmdoWLlte,Option.: .. , •. ,; ':.: '-_.: t,imits of Use. • <. jApproved for use Ih41VHZ Yes ' . ' . Approved for use outside HVHZ: Yes - .: Impact ResistantYes Certrflcahon Agency"Cerbficate FCSS371 Ri _Crage�D¢nrP+iY1i i21y_2.4t}wa, ti5�,. 03 od " .. "` • , Quality Assurance Contract Expiration Date Dest6wOressue6: +40/-44 Other See attached limitations of use for installation instructions. - - 03/2912012.,' Installation Instructions L1 371 RO II"18x 1k'Caraa<Dnof LP4E 111-121R 71dvia 05fi3Rdf ci 1��,I,_R!�_,Li,:,,Limltatinn5 Q,f!lSeipSIC - .. � � - .. Varihed,By;.Javad:Ahmad PE #70592 Created bytlndependentThirdParty: Yes .' Evaluation' Reports - .. - Created by independent Third Part., -." i 15371:4_ IModel 824: 16'-2"`+{Vide (Reinforced) Stec!• Large missile irilpact'(abistant 16 =2" x 16' steel sectional garage:door, r Sectionat'Garage Doar N Nindow Lit a .' Option Limits of Use.: . ' - ` - 'Certification Approved for use in HVHZ: Yes: - - Agency Certificate-. - -El i5371 RO f CRC 1 t6 Carane L'4ar • Mr (22-3110 tilt-dwa 03- 18.oct ' Quality Assurance Contract Explration,.Date Installation Instructions '- FLIE371 R.0II'16xjrGaraae Doo-LMI(12:011007}. dwri,00-18.6df ,. Appr6vid for,6se outside,HVHZ.Yes = Impact Resistant yes E Design Pressure:'+56/-64' Other See:attached limitations of -use -for installation instructions. -, FL1537r R0 F7 Limiiat'uns OFUSe odf - .. i - - - - 'Verified Dy, Javad Ahmad PE#70592 „ Created by-jnd¢pend6ni'7hird=Party: Yes,' ; - '-EvalatiogrReports"- uted'b" '�Creaarldependet!t.Thlyd,Pa rty: . •'. Mode182a 16'-2" Wide Steel.'Skctlonat ' ! L*9 missile lmRact resistant l6'-:Z" x.16' steel sectional garage door:. ( Garage w( Window Lite .Option f • Limits of Use " ;` -. ' Approved far -use m HVHZ Yes ";, - Certification Agency Certificate .^ Pt153Z ,CA_S §3S.R6 G ace Der t;t17 (1'� O,t, Q ? dtirg_ - E �APpioved'for;Nse'outside HVHZ: Yes- - 06 odf , - - - • _ - - - Impact Reststant. Yes. • Design Pressure +27/=30 _ Other. Seejamached limitations of use for'Installation Instructions,. ' Quality Assurance Contract Eiwratian Date 08j14J2016' ' Installatiow Instructions fE 3S31i R0 IE 16x16 Caarana Door LhiI I2,:0.11b .i t i^rg�1 ::06,P f - - Verified By';,'layad Ahmad PE'#70S92! Created by.Independent.Thl d,06rty: Yes " • - - ' . Evaluation Reports• .. .' ::'. _ •. .:. - '. CCreated. by: Independent Third•Partyi i 15371.6 - Model 824 28 =2° Wide (Reinforced) Steel Sectional Garage•666r w/ wind OW Lite Large missile' Impact resistant 18'-2":x 16' steei;sectional garage; door. �. • '- ,... Option.. �..- .-....• ' ,. ,., _ .,. , .'', ,. „ l Limits of Use' - Certification Agency Certificate f Approved use In HVHZ. Yes Appr6ved foruse outside HVHZ: Yes - �FLISa71 RD.0 CAC i9x16 Garaa :Dper LMI(1�-0216.121 d+io 66- 24,odg " Impact Resistant. Yes,,.: ,. -- ' _ '.. Design Pressure: +SS/=64, ,. - - Otfier."See attached limitation5of use for installation instructions. Quality Assurance Contract Expiration Date 03/101201.3: • - • Instaliati6n:InsYructI6ns 01-1537+ WIT 16xi6 Cxaratle boor LMT f 12-0Y'10 12F dwd 99v2< a7df PLIS371'R30- TI ,U nitations Of ltset[sdf I - - - Verlf!ed By-::Javad Ahmad P,E- #70592, • - i Created, byl.ifidependeniThird Party Yes - Evaluation'.Reports Created by Independent Third Party: 15371.7 Mode! 824: 9'-4" Wide (Reinforced) Steel Sectional Garage Door w/ window Lite Large missile impact resistant 9'--4" x 16' steel sectional garage door. Option Limits of Use: -- , � ��' - App'ro>fed for use•En HVHZ: Yes . - Certification Agency Certificate : � - •:FLi S371,;,R0 C' CAC 9)M Cera--Door LMi d12 0110`131 dw-g-Q11- 25x&r.. -, Approvedfor use.optsida HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract. Expiration Date +1.-i— —1....1Aa - ./.,nt , - , ;4+1 1 A/1 4/7(1112 Building .Code Online" Page 3 of 3 Design Pressure: +62/-70 "Other 5ee,attached limitations of use for installation tnstruttidns. - 10j04j2016 tnstaliation Instructions '4Li53'ti' PO tt 9xi6 Caran pOcr l-MMT(12-0110 13) dwn 01-0:7_:Ecif 'r'i„11371 RO IP Limitations of U4e.odf .Verified Syi?Oavad Ahrnad PE-470592-.. - - - Created -by lndepeddentThird•Party: Yes' • -'Evaluation Reports; •,•_' - ..�., - -.:Created`by3ndependent Third Party' .. 15371.$,- ' ' " ModeL824 9'-4"-Wide 5teaP`Sect(onal -Large rntssile Impact.re'sistant 9'-4" w 1G' steel sect'onalgarage door: - - Garage Door wj Window UCe_Op,Ion Limits of Use, .- • Imits'Yed fur use in'HYHZ. Yes • Certification Agency Certificate - FL15371 R0 L CAL' 9x16 Csraoc'Coor LMt fti k10,061 dwo 01- 09 df' Quality Assurance Cogtrad Expiration Date ;Approved for use outside HVH2: Yes .Impact Resistant Design pressure #5.0l-6,0 Other See attached bmitatlons of use: for Installation instructions. - - 081'09/2016- [i(4 Installation Instructions pt.i5371 RO It Rx16 C-araae Coar LMI t' 7-OSa,�.Q, dwc-01--09.pdf .... ., �5371 R!l li Limitations"Of l.ise�p�if _ € .' _ Verified By., Javad Ahmad PE #70592 _ EE :Created -bylndependentThirtl Party.. Yes - Evaluations: Reports' ' ,. ..,., '-.Created, b-IndependentThird .➢arty:-- i 35371 9 "- - -- Model:924. 12'=4" Wide Steel:Sectional - Large missile impact:resistant`12'=4" x 18' Steel sectional.garage door. - -' .. Garage Door:: Limits of Use - - Approved for use in"HVHZ. Yes Certification Agency Certificate -F1 3b37i` rift E EAC 12x18 Gararj ge yr Lt ff12-0110.091 ci+r+g:04- Quality Assurance Contract Expiration -Date Approved'foruse ou#side HVHZ: Yes impact Resistant: Yes Design Pressure: +60L-65' . -' 07/14j2015. . Other See:attached limitations. of use for installation instructions. ' --'FLIS371 Installation Instructions - RO It` 12x18 Y, araoe boar LMT {12-011F' ktq} clvfo 04-01:odf FL15371 D lt.,t..jr�itj ns 4f.Usa:bd4 ..'. .. .; Verified Byi Javad:Ahniad PE 170,592 Created by Tndepsrident.Third,Party: Yes . Eva Watlon,Reports, . ... Created b •tndePendentThird�ParEy Contact Us :i 1240 iyorti(",Monroe Street, Tallahassee FL 3230 Phone: 850.487=1824. " The State of Florida isanAA/EEO employer. .cgpvrioht 208.-200 5tate of Flanda i Privacy State!ll t Acces_ibility Statement Refund SYdteitient Under Flo.Me lavr, email addresses are public, recordsAl' you do notwant your a-maU sddres4 released in response to a p(iblic mcords request, doatot:send electronic mail to this entity. Irisfead,:contact ihe:office by phone or by traditional mail.'If you have any questions, please contact 858A87.1395.'Pursuantta eectton 455.275 (I), Florida. Statutes, elective October 1, 2012 licensees Iicc,nsed under Chapter 455, F.S. riu$tprovlde'the Department with an emailaddress if they have.one. The emails provided maybe used For official communication vilth'the Ilc see, liowev"er email addmsses are public:record. If you'do not5vish to supply a'personal address, please.pinvide the Department with an email address-vwch-can ha'made avhilabie W the public'. To determine If you.am'a iicansee under Chapter45.5, F.S.; please - . - cluck . Product Approval Aecepts: stzcRc'a1%° s'r'zszn�_ - s e, � i I ,�•jt.=,., z.r ino•i i �l�rtilrii»rr nrrt/rar/nr 577.ctvdW.T..., 10/1 R/201 i REVIEWED & APPROVED FOR: Lot Queen's Islan a erve SCANNED bv: date: 15 By Randall E. Stofft Architects, P.A. -St. L1 Ucle Count MIAMI•DADE FL# 0011105, FIRM# AA00379 IANYII DADE COUNTY, FLORIDA Fill ili'11111® - — - -I PRODUCT CONTROL SECTION DEPART51ENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control. Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-750" Outswing Aluminum French Door w/ Sdelites -- L.M.I. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 01 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal 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 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. REVISION 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 ptnposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.24 and consists of this page 1 and evidence pages-E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. �Ey(� NOA No. 14-ll 17.05 r Expiration Date: February 24, 2020 Approval Date: February 19,1015 Page 1 M lAM I.DADE N4IIAMI--DADS COUNTY, FLORIDA ® 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.iniaiiiidade.gov/ecoitoiii Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below: The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-750" Outswing Aluminum French Door w/ Sidelites -- L.M.I. APPROVAL DOCUMENT: Drawing No. 8000—I1, titled "Alum. French Door &' Side Lites, Impact", sheets 01 through 12 of 12, _dated 12/23/04, with revision "F" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance. number and Expiration date by the Mianu—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. REVISION 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 member 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 tine job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.24 and consists of this page '1 and evidence pages.E-1, E-2, E 3 end E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.14-1117.05 Expiration Date: Fcbruary 24, 2020 Approval Date: February 19,1015 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09 1028.1:0) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11— 013.24) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Urriform 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 along with marked up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09128.10) 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 an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 3. 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 4) Forced Entry Test, per FBC'2411.3.2.1, and TAS 202-94. along with marked —up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05--0419. 03) f Jaime D. Gascou,P. L Product Control Section Supervisor NOA No. 14 1117.05 Expiration Date: February 24, 2020 Approval Date: February19, 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTlivUED) 4. 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 along with marked -up drawings and installation diagram of an aluminum doors of OXXO "configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"528, dated 02/14/05, FTL-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05 0419.03) 6. 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 outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted underprevious NOA No. 05-0419.03) C. CALCULATIONS. 1. Anchor verification calculations and structural analysis, complying with FBC 5t' Edition 2610, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1._ Notice of Acceptance No. 14-0916.10 issued to Kuraray Ameizca, Inc. for their "Kuraray PVB GIass Interlayer" dated 02/19/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-042315 issued twEastman Chemical Company (MA) - for their "Saflex CP -- Saflex and Safle-'SIP Coinrosite Glass Iiiterlayers with PET Core" dated 06/19/14, expiring on 12/11/18. "1 F f 4 .,• Jaime D, Gascon,1�E.— Product Control Section Supersnsor NOA No. 14-1117.05 Expiration Date: February 24, 2020 Approval Date: February 19, 2015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19114, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance to FBC--2010 and complying with FBC 5" Edition (2014), issued by manufacturer, dated 11/,06/14, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller, P. E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 01/27/15 and filed by Ken Detzner, Secretary of State. 4. Statement letter of conformance to and complying with FBC 2010, issued by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Submilted under previous NOA No. 11 1013.24) 5. Statement letter of no financial interest, issued by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No..11—.1013.24) 6. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15 27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer. is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No.11—.1013.24) 7. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Sttbntilted tutder previous NOA No. 09 1028.10) 8. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-1028.10) Jaime D. Gascon, l': E. Product Control Section Supervisor NOA No. 14--1117.05 Expiration Date: February 24, 2020 Approval Date: February 19, 2015 E-3 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CON'1LNUED) 9. Laboratory compliance letter for Test Reports No.'s TTL 4921, dated 07/17/06, 14'TL-4527, dated 02/10/05, FTL-4528, dated 02/14/05, FT1,4315, dated 09/13/04, FTL--4529, dated 02/14/05, FTL--4530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc.; all signed and sealed by Edmundo J. Largaespada, P. E. (Subinitted under previous NOA No. 05-0419.03) G. OTHERS' 1. Notice of Acceptance No. 11-1013.24, issued to PGG Industries for their Series ."FD- 750" Outswing Aluminum French Door w/Sidelites --- L.M.I., approved on 11/24/11 and expiring on 02/24/15. �.4 j Jaime D. Gascon, P ); Product Control Section Supervisor NOA No. 14 1117.05 Expiration Date: February 24, 2020 Approval Date: February 19, 2015 E-4 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16" LAMI CONSISTING OF (1) LITE OF WIG" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT B, 7/16" L4Ml CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITF iOF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7/16" .I.AMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/$" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3116" A,.090 PVB, 3/l B" HS). F. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/1W HS). G. 7C8" LAMI LG. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE+ 1/4" AIRSPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3116" A,.075 VANCEVA, 3/16" HS). H. 71$" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE,1/4" AIR SPACE AND (1) 7116" IAMI GLASS ASSEMBLY INSIDE (3116" HS,.075 VANCEVA, 3H6" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTMM E1300-02, 3. CONFIGURATIONS: X Q, X- . XO 0,4 XXX, XXO,-OXX OXO, XXXX.4XX,Q, Q X ,(X OROXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH D60RASSEMBLY BEAM IS USED TO ASSEMBLE X, X�IC AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4.�A�NCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11 5. SHUTTERS ARE NOT REQUIRED. G. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS, FTL-4311, FTL-4312, FTL-4315, FTL4527, FTL-4528, FTL-4529, FTL4630, FTL4921 AND FTL-5941. ® ANSI/AF&PA NDS-2006 FOR WOAD CONSTRUCTION ADM-2006 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HZ)_ VH palgxf&a l_l` NOKOAIIS FL 84Z 14 — - - _ - FRENCH DOOR & SIDE LITES IMI a�u: epnc -- --FUL ---1-- -d-12— - — -- - 8000-11- - N®A DRAWING MAP TOPIC SHEET GENERAL NOTES............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS ........... 2 DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 VERT. SECTIONS ............. 6 HORIZ. SECTIONS........... 6 PARTS LIST ...................... 7 EXTRUSIONS ................... 8.9 ANCHORAGE....................10-1 rwauer Rsvecsin wIfgw1161be R�Rridr. Cede go 3 0 ��11111I11/, ayORN M114" ll tso was ' W SIN FLORN �. SSIONA� A. LYPM%I{IL AN, P.E. -- FL-P.E.#68705 - - - 7116" NOM. 7/16" NOM. - "- 3/16"ANNEALED OR HEAT STRENGTHENED GLASS W-W ANNEALED OR HEAT STRENGTHENED.GLASS .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE VANCEVA INTERLAYER MAXIMUM PVB INTERLAYER .075" 91 OR 92 93 OR 94 109 109 90 107 .107 90 1 Q5 5/8" GLASS 105 6/8" GLASS - BITE BITE EXTERIOR INTERIOR EXTERIOR l T{� ER10R GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7116" LAMI GLASS W/ VANCEVA INTERLAYER • 7/8" NOM. 7/8" NOM. e�@C� :€t4VtsStt of �etp Mlh 16e �YarNh. ao 3/16" TEMPERED GLASS 3/16" TEMPERED GLASS AIR SPACE AIRSPACE 3/16"ANNEALED OR HEAT 3/10" ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 076 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 109 95 OR 96 109 97 OR 98. 108 90 108 90 eieonucr RSNKWED ro, mplyh* with the Florida 105 5/8" GLASS 1 a5 6!8"GLASS MdinsCode Aszept No BITE BITE Be_.�_ Miami Dade Pro&wt Control {{lllll EXTERIOR INTERIOR EXTERIOR INTERIOR ETNG BLOCK GLAZING DETAIL STI SETTING C ETTG BLOCK GLAZING DETAIL = e;. 58705 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER = rx rt FAityt290 Bx� NachlO mi33NEEr tie rtwtb* 1070TFCflNOL0 YORNE GLAZING pErarLs J.R 0 MOETHIS MEET NOKOMI$FL84276 rr i� '. STAT i ��' ,.. FLORVt" NOO '" Notxlanro,Bnlrs3HEEr ALUM. FRENCHpODR& SIDE LITES, IMPACT r►c ofawto v Po.egxl&V drama, axy o"te NOiaomBI IS4274 ® '° ° *vt+o e« A. Ll�t�lV filflLL , P.E. - —F.K.--12/23/04- -4.r. - 4/B/05 - — - - - FD750- -- FUL - 2 -°-12- 8000-11 E- — --FL P:E.# 68706- - ContlguraUon Width (in) 'Allowed Glass Type's Haight (In) 79 3/4" (68) 1 =314"(70) 87 3/4" 91 3/4" 95 3/4" (8) French X 37° (30) A, E 1 +70.0 -80.0 +70.0 .80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Door xX 71 3/4" (60) ACE - +70.0 -80.0 +70,0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Full A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 Jamb 3611/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 .100.0 +100.0 .100.0 3011/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidellt9 3311/16" C,0 +100.0 -100,0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 Narrow Jamb A. $, E, F +10.0 -80.0 +70.0 .60.0 +70.0 -80.0 +70.0 -80.0 +70.0 0.0 3611/16/ C,G +100.6 -100.6 +99.9 -99.9 +96.3 -96.3 +91.4 .91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 .100.0 +100.0 .100.0 +100.0 . -100.0 +100.0 -100.0 T m - rr tv , r�twt �o/ tv 71,.uyu rv�s,. ano n�) FTL-43'11, 4312, 4315 B - 7116" LAMI (3/16"HS„090 PVS, 3/16"HS) UPGRADE FTI- 4311, 4312, 4315 C - 7/16" LAMI (3/16A,.075 VANCEVA, 3/16"HS) FTL4527, 4528, 4529, 4530 D - 7/16" LAN (3/16"H8,.076 VANCEVA, 3/16"HS) UPGRADE FTI- 4527, 4528, 4529, 4530 E - 7/8" LAMf I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.090 PVS, 3/18"HS) FTL4311, 4312, 4315 F - 7/8" LAME I.Q. (3/16" T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL4311, 4312, 4315 G - 7/8" LAMI I.G. (3/16" T, 1/4" AIR SPACE, 3/16"A,.076 VANCEVA, 3116"HS) FTL4527, 4528, 4529, 4530 H - 7/8" LAMI I.G. (3/16"T, 1/4" AIRSPACE, 3/16"HS,.075 VANCEVA, 3/1WHS) UPGRADE FTL4527, 4528, 4529, 4530 NOXOMIS FL 34275 P.O.00X'629 NOKO Old FL34274- OVERHANG HEIGHT -LT NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN. PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-5941) 1LUM. FRENCH DOOR & SIDELITES, h __ _ _ tn.Wru F0 a IVTS 3 " i2 eonari MRUCT nw< WO mlyit�ode lli, toe On" No RENEWED A with the FLOrIMe Ci.11. I 1 i, I I if" LYNN Af, `�al`�`� �1GENSE ' F'P ram: * No.58705 LU STATE OF Q� FLOR10'•'�tj�� A. LYNWHltP.E. FL P.E.# 68706 95 3/4" MAX. HEIGHT ALL r9 1/8 MAX. DLO �- 7313/16" MAX. WIDTH—�I OX OR XO 37" MAX. WIDTH 25" MAX. DLO ALL X UNITS , , / , i r-1 10 618" MAX. WIDTH---- --�-� hat 0 �*-71314" MAX, WIDTH 145 318" MAX. WIDTH - .-1 OXXO (SHOWING EACH VERSION SIDELITE 36 11116" MAX. WIDTH 36 11/16" MAX. WIDTH 25" 333/16" 1R3@UUt!,�pP MAX.DLQ M DLO =102 RENEWED gwldtthe Flosidt Itlllil x 1.YNN '���EHSF '•.F� '�, O (FULL JAMB) O (NARROW JAMB) — ;`�'Z: NOTES: 1CONFIGURATIONS WITH SIDE LITES CAN 13E EITHER NARROW JAMB OR FULL JAMB VERSION. it No. 5B70S _ 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. - k A 1 W name„ Fr. DOW IV/law ee�ure a no GIf IMS8HEET NOXOMI$ R 34275 1010TECHNOL00roldwju.r EXAMPLE ELEVATIONS C :�Q '. STATE OF ; �` '' ., Pt R%OP• i � %S`,S/ONAL� J.lt °ate 0�21A g x 0 NO )6 m THLgSH�ET to c ALUM. FRENCH DOOR& SIDE LITES, IMPACT R oln�vlo m0C~ESM38HEET P.O. Po.egxr52s FL 34274 A. LYNIIi I�11LL 1�, P.E. alp m.: °"' `" * �""' �"'� - '"'`°+'' "^ F K ?Y/23/04 Ur. 4AM FD750 NiS 4 FL p.E.# 58705 VERTICAL SECTION A VERTICAL SECTION B NARROW AND FULL OUTSWING HEAD JAMB SIDE LITE HEAD G Er*, 4 oR 7 23 6 C ORIGINAL VERSION TOP RAIL 21 ® 55 ALTERNATE VERSION TOP RAIL- ����Illli7�1� � • EXTERIOR 111 II I 11 INTERIOR ORIGINAL VERSION BOTTOM RAIL ALTIRNATE VERSION BOTTOM RAIL 6 5 1 A3 7 ®23 OR VERTICAL SECTION C VERTICAL SECTION D NARROW AND FULL OUTSWING SILL I JAMB SIDE LITE SILL R-maj7 Rn-wb - KK tnrzus a REVJSBrI>ma sHowAL7rp mTor�w iiorromimimaw" ww-."musioN VERTICAL SECTIONS R r070"6C HOLoornHn� J.R O21171p9 O OLOWRISBSU NOKOMIl M842,6 � L►t' off"to fumarR.KD NOGtAAKW MISSHEEr P.O.s QX tyes ALUM. FRENCH DOOR & tea^ �: oap: NOKOMIS, FL 34274 ® ^ aMu I= K• iyzaro4 �.r. - �ua/o5 Fniaa - ' 1/2 5 12 1 In MidOIiUCTgriatneD m Ing wily 1; a vvvyjdA INTERIOR A°94 3,74 US, IA 8000-if with dw Florida ' -4 A -1- "`' "NY LYNN M, '/i,� r1��0'\,\CENgF' C�F,FS No. 58705 * / * - �Q ' S7to it AT O 1) A. LYWAI ER, P.E. FL P.E.4 58706 OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE 4ry ,— �-- - - •—ice �% DETAIL G STILES AT ASTRAGAL' \—,/ DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) SEE NOTE DETAIL J SLAB At GLASS BED DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL FULL JAMB SIDE LITE (AT HINGE JAMB) pE JAMB; .FULL JAMB SIDE LITE NOTE: ASSEMBLY HARDWARE QTY (3). 11" FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR e11Y tAs Fye,ick EXTERIOR e UL I AIL I JAMB, NARROW JAMB SIDE LITE nr9 0ee7 I nr KWIS n 34275 • 'a" IMP rxisarrEEr P.o egxfcze ALUM. FRENCH DOOR &SIDE lTES, ACT NOXQNlS, fL 34274 aeM.+Aa�+` eoeb: snore Gr.fn+la Rar. FD7M - 112 6 - a rz ovoo=o� E RENEWED g wlth Ibe Florida do No'�=J J ` 4�� No 59T05 uj -o I sOf� '.,�p� •. 511, OaN..,-' � FSSIONPL A. LYNUILLK P.E. FL P.E.115B705 Lrn7sn nnnRIcl - IrFA1 I DWtY1 I DFSCR PTLON Y PGT# FRAMEKIF PARTS 1 8006 FRAMB•HFAD&HINGEJAMB 68006 2 WA OUTSIVINOSII.L 1IA4 8008 ORIPiDP 5 ......••••• HPAD•SIIL&3AMBWFATHERSTRIP SCHLM&T- U8333 8500 6 8W7 SCREW COVM 68007 7 8W9. INSTALLPLATB 6m 8 1 ......••••• FRAMHASSFMDLYSCREW USX P PII UAD 781 A 9 8032 jA§TRAQkLKjPSLlAL 4SM2 10 8058 •SWINOSILL LOW RI.S q g POORPANEL 5 •.-••• HEAD ILL IAAfBWL7A'rHRiSTRIP CHL130AL U83337r8500 20 8012 IsTils60012 21 8014 TOPRAII,(THREADED ROD DESIGN) 68014 22 8013 0\fRAII HRFAI) DRODDESION 68013 -23 8017 TOPMU 69017 24 8D 6 MffQMSIY.fEP 68016 - ......... SWtW CMVS #4 X 1/2' PHt PH 6 801 AST OA 6 ACT VE&1NAC1•IV6 68015 27 8D21D. GFA) K J IDB IB 8 R W 68MDA 29 $08. R N •UPPLATE 6WIS 30 8019A WARIONGOOORSIM 68019A 31 8035 R EA 68039 32 •• R IN S R6W8632x1/4" 33 CIVARlUtLCIA MTQSCREW MOW 7RUSSHD. 34 •• •••, C_WtffiN MMSCREW 91Zx:1 f/2' TRUSS HD. 35 •• R R 5/Wl8XW o A 36 •• -••• p nGM NUT51 &18 7990NUTA 37 39 T CLA P ' 6D378M 3 S/ RIATCHMSCHAMSM ASHLAND 39 8030 ILOCKMM 48030 4D- LATCHASS'YSCREWS#SX2'SSPHIILTRHD 78X2•I'PAX 41 W3.7 ISIS SHOOT HOLTR SUILIVAN 42 W45 ISTANDARDFWSH.BOLTS W/SSRUD SULI.IVAN 43 861 SHOOTWLT(U Vlt 44 - S IOOrBOLTGWP)3&STRIKESCREW 8.3ZX3/8' SSPHI TRHD pSX38PFTX 45 S036 OW-ST PLATEATASTRAOAL ACPIVEHINUM 46 80381, IEFr-siEu BPLATEATASTRAGAL ACTLVEHR aMIU W511044SI 47 — STRIKBPLATESCRLWS &32 X 3/8• SS PHILL7RHD 78X3 X 48 •• • - S KHPLA EMI.DDLBSCREIV 624X ]12' FH 7612FPTX - 49 8036 MUKEPLATEATMAID &SILL 50 H STRIK SCREWSSS8X1/2PHILLFH 7958ZAX 51 •• $rRIK6P TESCREIVS a )LLSS8X1/2PHIILUND[RCUTFH 78X12PFHUX 52 8041 ACrIVST MSBf ASHLAND 53 -64f2 PASSIVBTRINI ASHLAND - 54 .8074 STAINMSSTEBLPASSIVRIACKOMR ASHLAND $5 8014A TOP RAIL OBOLTDLSL 68D14A 56 8013A OOTTOM RAIL LAGDOLT DESIGN 68013A 57 ••••••••••• 5/16' 21/2' LAOBOLTS 7516LBOLTX THIS SHEET 36' Pt1 lapt ' HKVU" to WK time FUTI lil coo org �oa1 95 ......••••• IIWIAMI I.(13/16' T, IT SPACF, ME ANN..090P. 3fW HS sy �" �` 96 ......••••• 7/8' LAMI I.O 3/16' T• 1/4° SPA 16' HS, .090PVB 3/16' HS Miami Dade Product Control 97 ........... 7/8.1AM11.0. /16' T 1/4' VACK 3116° ANN..075 VANCEVA 3/IG' H 98 -•••• 7/8' 1AMFI.0. /16" T. Ile VAC3/16' HS. A75 VANCBVA 3/16 HS 111 l I I I l / IDS 8022 BACKBEAD 6M2 . ►�1l(<<c,Q��.,�� 106 8026A SLBACKBEAD 68026A �r0,•��,t~NSE i 107 8023A 7/16°BEAD I 68MA r 103 8D24A 718-IGBEAD 68MA %Ao.5a�0y 109 1 1224 VINYLBULDWSTP(MICK) 6TP247 W \ 1, 1L) �� °'kt°m (iAlsof Z . PARTS LIST 'A ' s oP P0T8CHNOLODYDRNS �i� Q� ..., FLOF1\,.•. MOKONS,FL34278 "" �'��;cSSIONP�`�• P.O. BOX I= ALUM. FRENCH DOOR & SIDE LI TES IMPACT �r r r t `` NOXOMtS, FL SON �'�' S0"' t— a "R, A••: A. LYU6r MIL t W, P,E. FD760 NA 7 d 12 80o0.ii E FL P.E.#50705 _ 062 - •-{ 1.278 .062 2,236 .050 - 1,160 L r•� 3.63G -ry _ - 583 --� � 1.353 �•a- 1.033 ��-----3.636--� � .050 =j41 .040 1 6063 O#8006 FRAME, HEAD,, JAMB #8003A 6063-T6 #8004C 6063-T5 ® OUT SILL O #8008 6063-T5 O #8007 6063-T6 AND SIDELITE SILL -SWING OS SILL COVER \J DRIP CAP SCREW COVER 3.018� 1 7 . _- 062 .074 2.000 T i.3i6 1.498 583 L 1.940 050 }�—.---.r-3.636 O#8009 6063 T5 �� 7 INSTALL PLATE 10 #8056 6063-T6 O #8012 6063-T6 20 O #8017 6063-T5 23 OUT -SWING LOW SILL STILE TOP SWEEP 1ieY1�5dq � �bint *'� Lbe tloo�i .Coda 1A38 .100 .075 1938 T 7 t 050 _97 r :7i'-r pis 8.250 �IT �'-"i rm 4.434---------�-=i T2.240 22 #8013 6063-T6 21 #8014 6063-T5 #8016 6063-T5 @BOTTOM BOTTOM RAIL TOP RAIL SWEEP 1 38 .100 9 IF 075 93 1.938 1,467 075 70 REMW"ED RWWwu co u—pl th &e Ro,ida twxu 05 t M iemlDade . - � 'r•" 4.434 —='r [L2,644,6.260 uctcoulroj #8013A 6063-T6 #8014A 6063-T5 @BOTTOM 55 #8015 6063-T6 26 �•'0 RAIL, LAG BOLT DESIGN TOP RAIL, LAG BOLT DESIGN ASTRAGAL '' .�' ���.• �o�Nst 58705 � * i� `q • t.. ar. ow a F.K t(VG?p4 a DPpRlDfffEli37t torocriNaooraNlve EXTRUSION PROFILES JR O�1TAM 0 AD4EOLOWRISEwaNVDSECONDEMUSMOUEEr. NOKOJWMFL34P7b , i 7' ''• STATE ;0,� ., .......... �i F Fi ''�isslONA� rrz "� alAwty a NOCtlwaaawsswu po et a ALUM. FRENCH DOOR & SIDE LITES, IMPACT °�°'� � � A. LYN��1��'k�R, P.E. a�+,s�. o m� -1 K._ -112m --L-7.-- q/8/05 -- NDrio.N1s,FL34?74 ® - - -' - - - - - - - -FD760 - - +W FL- P.B.# 56705-- 1.812 .742 1— -.142 r_i_ __: 2.280 .353 .072 27 48021 B 6063-T6 28 #8020A 6063-T6 GEAR HINGE, JAMB GEAR HINGE, COVER L .050 AM 2.622----►-{ 61 #8028 6063-T5 SL HEAD TRIM 045 442 .905 PF 3.775----a-1 1 325 125 .050 #8056.6063-T4 ea . SUBSILL, OPTIONAL - 1.169 s5 .045 #8022 6063 T5 #8026A 6063-T5 10 BACKBEAD 106 SLBACKBEAD 29 #8018 6063-T5 HINGE, BACK-UP P—2.438--- 1 30. 48019A 6063-T6 GEAR HINGE,'DOOR .082 01 00 �----^ 3.638-�— ----� 70, #8010 6063-T6 NARROW SL JAMB ' .750 ,045 #8023A 6063 T5 10 7116" BEAD .040 .437 F .957 �--• 108 46024A 6063-T5 I.G. BEAD 100 37 #8039 6063-T6 TRUSS CLAMP .125 3.251 1.835 #8033B 6105-T5 80 FD ASS'Y BEAM 1 ---2.313-- .050 62 #8029 6063-T5 SL JAMB TRIM ekou0cr opt �� aga►r. f�Rx I,YNN Af, �or +c ,' No. 5g705 FtG Dolt: : rafzvqJUL enw,x SACrRMERFIASa 1070lfC NOLOOYIRWEju'r EXTRUSION PROFILES �'fl 011�1i S �ApR�Op • JIM WNW OA'GM NEWPAO NOXQNI9'FL34776 Trc ``C2=� ii�/ �S .... •. {G\ �� of fo �" NOCKWOESMISSHEEr P.QBOX rf28 AL�IM. FRENCH DOOR & SIDE LITES, IMPACT sw.sw.c ecw enwt u+ +o+k ,,SIONAL�.� A. LV�N �{�ifLL1 �Z. P.E. ws amr --LJ:- - ata 4/8/05 - - xOXQSIIS FL 94774 - - - FD760 i/2 9 d 12 8000-J1 R., - E— FL P:E.# G8705 12" A Jul —A.] J�911 "M - - , ®TYP. ANCHOR ­j ®TYP. ANCHOR CLUSTER CLUSTER 17 10.571" (TYPICAL) (TYPICAL) 10.579" MAX. MAX. - O.C. O.0 JAMB JAMB JAMB IAMB ANCHORS 18.600" ANCHORS �® NCA HORS 18.600" Ng� i toffs �A HT. QTY. MAX. HT. QTY. HT. QTY. MAX. H-. QTY. 95 3/4" - (6) O C 95 314" - (8) 96 314" - (6) O.C. A A 95 3/4" - (8) 91314 -(6) 91 3/4" - (8) 91 314" - (6) (2) EQ. (3) EQ. 91 3/4" - (8) 87314 -(5) 87 3/4" - (8) 87 3/4" - (5) SP. TYP. SP. TYP. 87 3/4" -(8) 83 314" - (6) �P 83 3X' - (7) 83 3/4" - (5) 83 3/4" -(7) 79 3/4 - (6) 11 " 79 3/4" - (7) 11" 79 3/4" - (5) --1" 79 3/4" - (7) i 1 DEA► (CONCRETE) ® DET'AIL B WOOD D. TAIL C CONCRETE ISEE NOTE 5 DETAIL. p WOOD (SINGLE PANED) (SINGLF- PANEL) (2 OIL MORF- PANELS) APPiGca �iTv (2 OR MORE PANEL�j ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYPIYS: i OR 2 2 6R. 3 1 OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE -REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D - q� ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF'DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1 /4" ELCO ULTRACON 2 -1/4" ELCO S84 CRETE-FLEX 3 - #12 STEEL SCREW (05) A CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN, EMBEDMENT. 3. SINGLE. PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS. PRODUCT IkRa $D JAMB$.....................110 MAX. FROM FRAME CORNERS,18.600" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.671" MAX. O.C. WOOD SUBSTRATE (DETAIL B). asonmpiyingwith the Fiod& BuBdingcode 4. � Acceptance Ho TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) npate f HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). Man Dade Pro Gcr Control JAMBS .... 11- MAX. FROM FRAME CORNERS AND 18.600" MAX. O.C. 6. TWO OR MORE P fflEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) ® 4YNN HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS, AND AT 3", 6",.9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4".'' i JAMBS.....................11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. *: No. 58705 r: REMOVENOTE ER7 KING TO OEOWSIDEMD COUNW. e.."eat %�0 ., STATE OF Fri rataroe s REwsEANCWA406FORFB0 AVDREM6NOTEazeaa. ANCHORAGE SPACING R[oRioa.•'' �� 1070TECNNOLOOYDRWE . ''••.......... J'R OlY?2A78 C NO C7fIWG87MSSNEET NOKOMIS p134215 CNANGED"WCON' TO ALUM. FRENCH DOOR & SIDE LITES IMPACT` //'&10NA\ . lrt or ro D PO IS,n3s r a,„,,M, an A.LYN�lllUttiUA P.E. dntnar: IAr• C"eah Q]Mi NOKdMtS,Fl.34274 2e -AK -!=3W 1:T. 4/6/Ob- - - - - - ---- - - — - —FD730 -114 10 + 12 -8000 11- E - FL P.E.#-58705 - A. CONCRETE ANCHOR NOTE 1 CONCRETE ANCHOR SEE NOTE 1 OPTIONAL 114" MAX' GROUT, SEE SEE NOTE5 NOTE 5 -:: ". ',:%4 .' ..�:, .• ::EMBEDfS-iI."4:111'Nr•.:::fa ® ,`�:;,•. ti'i; SEESEE -=NOTE 1 CONCRETE{; "' NOTE 1 TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) WOOD ANCHOR, 114" MAX' WOOD ANCHOR, SEE NOTE 2 GROUT SEE NOTE 2 4" MAX. NOTE 5 GROUT SEE NOTE 5 1 rw MIN. 2x WOOd, SEE MIN. 2x WOOd, SEE I NOTE 3 � ; NOTE 3 ® TYPICAL SIDE LITE SILL (DIRECT TO WOOD) <3EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) `4.:�'';:'a:_i• EMBED '.' ;L,;3.4 KSI MIi3 • i.. SEE i4F .EMBED. ® {' NOTE1 MAX. •' CONCRETE SEE SHIM 2x WOOD NOTE 1 SEE NOTE 3 1 x WOOD �� SEE NOTE 3 1/ r MAX. SHIM OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) to+'b,71}i5. �1J MIN. �-1/4" MAX. SHIM CONETE ANCHOR, SEE NOTE —r CRACONCRE I E ANCHOR SEE NOTE 1 AWOOD ANCHOR SEE NOTE 2•- PRODUCI' RENEWED ® TYPICAL DOOR & SIDE LITE HEAD Bu dingy de`"ra"'`°Pr°�aa � NOTES: Amplancepwo n pat°. 1• FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 1/4" SS4 CRETE-FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314". MIN. EMBEDMENT.'114" ULTRACON -1 318".1/4" S84 CRETE-FLEX -1 3W4 Mint Mi DadePmductConLol 2• FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELC01/4" SS4 CRETE-FLEX-1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN-1 112"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THEAUT 11 i r ► r 1 HAVING ' THE ATTL SHALL INNIV M/��c�`��'i 4, FORIATTACHMENT TO ALUMRITY BE A MIN. STRENGTH OF 0063 T5 AND A MIN. OF 1/8" THICK. THE ALUM, STRUCTURAL MEMBER SHALL BE OF A SIZE TO — ����`\���N. .eENs C�; ' F '•• p PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE.ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN No. 58705 ON SHEET 10 MAY BE USED. 5, IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) B Gl• MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. c I" : Q '. STATE I f itawar. F•K !l{HTyb B ppATEMCRDILtO�AND TE8 A.aMwr ANCHORAGE pETAIL$ OF i R i��.• �OR.....••'`G\�� t gw2m 0 GNNO60AiNIX10d ED81bELR88HLg47 OAEMI.S t070TEOHMOLOOYDRAIR KWkWi8 FL3C276 �/ s/ �\ ON TAW. orr lb cmmmOTAPCDN-TO U�TPo CW. P.O BQX 1S?B ALUM. FRENCH DOOR & SIDE LITES, IMPACT �°"' �''� w. /, ,���` A.LYf�NrA11IL1 `IZ P.E. - FK. IS23/04 -T.T.- 41=6 - NOxO.8 FL3az74 - - - P0760 114 -11 a 12- 8000-11- - E -FL RES 6870E - - <D EXTERIOR* INTERIOR* CONCRETE (ALL SILL SECTIONS) ANCHOR,— OPTIONAL CONCRETE SHEET 11 WOOD A C-HOR — . . ANCHO . A ANOV AAN 1/4' MAX. 684 NOV 2 SEE NOTE 1, skaf i 4� 114" MAX. SHEET111 0' GROUT, 1/4!'MAX. GROUT, TE SEE NO 0 QO 5,SHEET11 GROUT SEE NOTE 6, SEE SHEET NOTE f jSHEETi o tee one PRO m EMBED, NOTH 1, 1318" HEET11is N MIN. S TYPICAL DOOR SILL (DIRECT TO CONCRETE) .INTERIOR (ALL JAMB SECTIONS) EXTERIOR 1�7 EMBED. SEE NOTE 1, SHEET 11 3.4 KSI MIN. CONCRETE A 114" MAX. SHIM---4 mis differ OPTIONALIDQOR- SILL (SUBSILL TO: CONCRETE) WOOD ANCHOR, SEE NOTE 1, SHEET 11 1/4" MAX. GROUT, 4 SEE NOTE 5,SHEET 11 2x VVUUl) -11 -� 1' EE NOTE 3.— SHEET 11 TYPICAL DOOR SILL (DIRECT TO WOOD) EMBED. SEE CONCRETE NOTE 1, ANCHOR, SHEET 11 SEE NOTE 1, SHEET 11 CONCRETE ANCHOR, CHOR, SEE NOTE 1, SHEET 11 3.4 KSI M CONCRETE OR 1,5 KSI MIN. IXWOOD, SEE NOTE 3 SHEET 11 1/4" MAX. SHIM SEE NOTE 3 SHEET 11� OPTIONAL DOOR SILL (SUBSILL TO WOOD) CONCRETE A 1ANCHOR, 1318" SEE NOTE 2, MIN, SHEErll 2x WOOD, SEE NOTE 3, SHEET 11 114" MAX SHIM TYPICAL DOOR & SIDE LITE JAMB T TOP4 ft01t0MRft WRUMM, ANCHORAGE DETAILS 1070 71CRYMOG Y DRrvV VIZE0MULS. WKWA FL 3075 TA - ALUM. FRENCH DOOR A SIDE LITFS, 11 110Z 19?XFL 8Wlsb$* Im "Fu --F0790 15114 -1 �-12- -112 10 -800&ll ............. RENEWED 8 with the Flolkla 110 N. , �C.111.1 Z lum, LYNN .......... V14" p -- p V0EN&,.l* No,58705 o STATE OF A. LY P.S. - FL P-.E.#-58705 I r F M IAA I•®rom E DEW BOA] NO CGI 101( Mia: SCC This docr be u This (In I REVIEWED & APPROVED FOK: Lot Queen's Island re erve date: ` -� by: Randa I . Stofft Architects, P.A. FL# 0011105, FIRM# AA00379 'MENT OF REGULAT " ND ECONOMIC RESOURCES (RE AND CODE ADi1IINISTRATION DIVISION LCE OF ACCEPTANCE (NOA 11•IIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 ww•w•. ntiantid s (le.gov/economY WINDOWS AND DOORS, INC. SCANNED ) NV4' 25 Street BY nirL 331'12 ii, St. Lucie CCU* VOA is being issued under the applicable rules and regulations governing the use of construction materials. The nentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to ad in Miami Dade, County and other areas where allowed by the Authority Having Jurisdiction (AHJ). NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section liami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this tct or material tested for duality assurance purposes. If this product or material fails to perform in the accepted .er, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or and the use of such product or material within their jurisdiction. RER reserves the right to revoke this )tance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to the requirements of the applicable building code. product is approved as described herein, and has been designed to comply with the Florida Building Code, ding the High Velocity Hurricane borne. ICRIPTION; Series "Sentinel 150" Aluminum Sliding Glass Door iv/ `vo Reinforcements —L.M.T. AP ROYAL DOCUMENT: Drawing No. W 10-31 Rev K, titled Series "ISO Sentinel Aluminum Sliding Glass Do •", sheets 1 through 16 of 16 (inclusive sheets 1. 1, 6.1, 6.2, 9.1, 1 l.1, 12.1, 12.2 and 15.1, prepared by Al—Farooq Cor oration, dated 05/20/10 and last revised on FEB 25, 2015, signed and sealed by Javad Ahmad, P. E., bearing the Mi nti—Dade Comity Product Control Revision stamp with the Notice of Acceptance number and Revision date by the iami—Dade County Product Control Section. MISSILE IMPACT RATING: Lange and Small Missile Impact Resistant 1. te cket wall is not part of this approval and to be reviewed by AHJ. 2, Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the max allowable panels with in the unit frame area, in sheet 7. See anchor clusters DP capacity in sheet 8. Lower capacity shall controls for the entire assembly. 3. Max shim not to exceed'/2" at Head/jambs &'/z" at Sill (Nv/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. L BELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and foll�awing statement: "Miami -Dade County Product Control Approved", noted herein. RiNEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in ne applicable building code negatively affecting the performance of this product. U RMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the ma lerials, use, and/or manufacture of the product or process. Misuse of this NOA as all endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any se tion of this NOA shall be cause for termination and removal of NOA. VERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the ex iration elate may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be do to in its entirety. I ISPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and sh ill be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 13-1121.06 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. Tl e submitted documentation was reviewed by Ishaq I. Chanida, P.E. x S NOA No. 14-0627.15 MIAMI•DADE COUNTY` ; Expiration Date; September 22, 2020 Approval Date: March 05, 2015 `t4�� Page 1 MLA i.Brom At7E w. NIIAMI-DADE COUNTY o • PRODUCT CONTROL SECTION ..:: 11805 SW 26 Street, Room 208 DEPr�RTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NO ICE OF ACCEPTANCE OA) NNwi' miamidade.yov/econoniy CG ' INDOWS AND DOORS, INC. 101 NW 25 Street Mia i, rL 33172 SCo�PE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The doci nentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be a eel 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 iatni Dade County) and/or the AHJ (in areas other than Miami Dade Count),) reserve the right to have this proc wt or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mau rer, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or susl nd the use of such product or material within their jurisdiction. RER reserves the right to revoke this acce tance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to ineell the requirements of the applicable building code. Thi product is approved as described herein, and has been designed to comply with the Florida Building Code, incl ding the High Velocity Hurricane Zone. D + ASCRIPTION: Series "Sentinel 150" Aluminum Slitting Glass Door iv/ wo Reinforcements — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-31 Rev K, titled Series "150 Sentinel Aluminum Sliding Glass Do tit", sheets 1 through 16 of 16 (inclusive sheets 1.1, 6.1, 6.2, 9.1, 11.1, 12.1, 12.2 and 15.1, prepared by Al—Farooq Cor oration, dated 05/20/10 and last revised on FEB 25, 2015, signed and sealed by Javad Ahmad, P. E., bearing the Mid ui Dade Comity Product Control Revision stamp with the Notice of Acceptance number and Revision date by theMiami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the mat allowable panels with in the unit frame area, in sheet 7. See anchor clusters DP capacity in sheet 8. Lower capacity shall controls for the entire assembly. 3. Max shim not to exceed'/z" at Head/jambs &'/2" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into colic. L BELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and fol Dwing statement: "Miami -Dade County Product Control Approved", noted herein. RI i NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in re applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration elate or if there has been a revision or change in the mad erials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, foil 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. A VERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the ex iration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be do e in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and s11911 be available for inspection at the job site at the request of the Building Official. Tl�pproval s NOA revises & renews NOA # 13-1121.06 and consists of this page 1 and evidence pages E-I & E-2, as well asfidocument mentioned above. TI it submitted documentation was reviewed by Ishaq I. Chanda, P.E. — n=� NOA No. 14-0627.15 IMIAMI-DE C ADOUNTY Expiration Date: September 22, 2020 r ti. MU1Mi ' Approval Date: March 05, 2015 �� Page 1 i A. B. M 01 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev K, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 16 of 16 (inclusive sheets 1.1, 6.1, 6.2, 9.1, 11.1, 12.1, 12.2 and 15.1, prepared by Al— Farooq Corporation, dated 05/20/10 and last revised on FEB 25, 2015, signed and sealed and by Javad Ahmad, P. E. 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 FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of 6-panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 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, TAS 202-94 along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05) along with marked —up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /#12-0821.16) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by Al Farooq Corporation, dated 06/26/14, 11/18/14 and last revised on FEB 17, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies iv/ ASTME-1300-02 -04& -09 QUALITY ASSURANCE 1, Miami Dade Department of Regulatory and Economic Resources (RER). E-1 Ishaq I. Chanda, P.E, Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22, 2020 Approval Date: March 05, 2015 E. F. G. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNTemours, Inc. for the "DuPont Sentry Glass@ Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 1231.08 issued Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 12/11/18. 3. Notice of Acceptance No. 12-1213.02 issued Eastman Chemical Company (VIA) former Solutia Inc. for "Saflex Clear or colored glass interlayer", expiring on 05/21/16. STATEMENTS i. Statement letter dated 06/03/14, compliance to FBC2014 (5th edition) and No financial interest, prepared by Al Farooq Corporation, signed and sealed by Javad Alunad, P.E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, pant of above referenced test report. OTHER 1. This NOA revises & renews NOA # 13-1121.06, expiring on Sep. 22, 2015. 2. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09--1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19-2010, approved by BCCO. E-2 Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22, 2020 Approval Date: March 05 , 2015 0 Z n J 08 < 1 a d g g o C � U a zo o� v; ti O IL < A C 4�a a wz{L 2 ao 0 cI g Q Np N 0 pN V PkODUCf ItKWSfD d�1�Flolidt. 0 � y� W. LL DxIdYrQedp Ar;eplMli� /7{_0 Z7 s °o U) N o in d Fipbsom u1, Za-CJ o 3NM N ,j - 0 M m rY�t� U� g THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE 'IMPACT. O SHUTTERS ARE NOT REQUIRED, SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX, NUMBER OF PANELS AS LISTED ON 3 $ DESIGN LOAD CAPACITY. CHART ON SHEET 7 OF 16, USING o g MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. o APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED o� 15 6 BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY INSTRUCTIONS: HURRICANE ZONE (HVHZ). LAMINATED GLASS AND = ,- USE cluRTs As FOLLOWS. LAMINATED INSULATING GLASS 18Y OR 2HY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. STEP 1 DETERMINE DESIGN WAND LOAD REQUIREMENT BASED LARGE/SMALL MISSILE IMPACT ,o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ON WIND VELOCITY, SLOG. HEIGHT, WINO ZONE -J EMBEDMENT TO BASE MATERIAL SHALL BUSING APPLICABLE ASCE 7 STANDARD. En9" AVAD AHMAD E BEYOND WALL DRESSING OR STUCCO. CrAL o a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ,STEP 2 DETERMINE DOOR CAPACITY FROIA TABLES ON SHEET 7 FLA. PE 1 70592 G FOR THE LASS TYPE AND REINFORCING TO USE. CAN. �538 NOT PART OF THIS APPROVAL. CHARTS ON SHEET o c A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEPUSING 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED o o u drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT IN STEP I ABOVE. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ( .i1Eg 2��5 REQUIREMENTS OF THE FLORIDA BLDG. CODE. STEP THE LOWESTRESULTTIRE ING FROM STEPS 2 AND 3 p /i Y ,.� E Y VALUE wi 0_31 SHALL TO E `/ - sheet 1 of 16 6" POCKET JAMB (SEE SHEET 4 & 6 & DETAIL M ON SHEET 13) 48 ANCHORS IN PAIRS AT HEAD/SILL/JAMBS 282 13/16" MAX. �L I -1 ---JF -Ir---1 1' I H 1 H J h r)2 1/eh rL OPgj 11 II a a a K== I II 11 II 11 I I Jr___tit I I 'ooJ p�U B D F i SILL TYPE 62 ANCHORS 2 OR 3 PAIRS AT STILE ENDS INTO CONIC. AT 3" O.C. SEE CHART ON SHEET 8 FOR CAPACITY HEAD ANCHORS 14" MAX. 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 8 AT 3" O.C. SEE CHART ON SHEET 8 FOR CAPACITY REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 7 FOR CAPACITY 42 1/8" 42 1/8' D.L. OPG. D.L. OP( V 48 1/8" TRA CK RACK 2 ANCHORS 1 13/16" M mw 2 TRACK JAMB ANCHORS �d 2 TRACK ymn UCR kbVISF.D S �aMdL SILL ANCHORS 8-1dLU-C... E=No—t6Z7•I 1sk— u. a .a caahol (1) WEEP CLUSTER (2) WEEP CLUSTER (2) WTEP CLUSTER (2) WETP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (1) WEEP CLUSTER Engr. JAVAD AHMAD CML FlA PE 70592 TYPICAL ELEVATION CAN. 38 TESTED UNIT '41 el c t D.L. OPENING �t ` D.L.O HEIGHT - DOOR FRAME HEIGHT - 9 11/16" D.L.O. WIDTH = MOM. PANEL WIDTH - 6" �,D W U•ZOIS PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" o q I i a � u drawing no. W10-31 6" 3" IYP. 2 TRACK HEAD ANCHORS a 14" ro IW(. 190 9/16" MAX. DOOR FRAME WIDTH ANCHORS IN PAIRS HEAD ANCHORS 14' MAX HEAD/SILL AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS AT STILE ENDS SEE SHEET 8 AT 3' O.C. FALSE MUNTIN SEE CHART ON SHEET 8 6' MAX. OPTIONAL Al ^� n FOR CAPACITY HEAD/SILL m REINFORCING AT INTERLOCKS i it H Oil OPTIONAL SEE SHEET 7 11"I �I I� FOR CAPACITY II II 166 li it 42 1/8- 42 1/8" D.L. OPG. D.L. OPG. O d c , I I II II v SILL TYPE B2 ANCHORS 48EL 1/8" 1 1 2 OR 3 PAIRS 48 1/8- 2 TRACK AT STILE ENDS PANEL WIDTH PANWIDTH JAMB ANCH( AT 3" O.C. SEE CHART ON SHEET 8 FOR CAPACITY 2 TRACK SILL ANCHORS \ z TYP. B1 Dt � l . e" 8' 8" 8" W (Q WD] mum (2) WDA amm (2) No, mmu (2) up mmm Q)1 mm (TESTED UNIn TYPICAL ELEVATION REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. 5 N g h %) 0 R z Oa o � 2 = N o NN�m ,ten 3 N M � d 03M m Z_ �� 11r�vlaea 3 � v •�D41egw11A the FTaNdW � � � a � CaaWh21 U D.L. OPENING � D.L.O HEIGHT - DOOR FRAME HEIGHT - 9 11/16' i o D.L.O. WIDTH = NOM. PANEL WIDTH - 6" l PANEL HEIGHT DOOR FRAME HEIGHT -1 3/16" o Q Engr. J#!AD AHMAD i CIVILi F1A PE,'170592 o n CAN: 38 I / 1 drawing no. LCOA khis W10-31 5 e G DOOR FRAME W. H L G H XXX (SHOWN) © I I O 11 O OXX EXTERIOR XXO XXX (REVERSE) DOOR FRAME WIDTH NON-REINF. INTERLOCKS � SEE CHART0 H L J7 H H H 3r o- o L XXXXXX (SHOWN) OXXXXO DOOR FRAME WIDTH H G J H A fi e: o K 0 XXXXXX (SHOWN) © HO NON-REINF. INTERLOCKS SEE CHART ON SHEET 7 XXXXXO (SHOWN) OXXXXO NON-REINF. INTERLOCKS SEE CHART ON SHEET 7 FRAME WIDTH iD ll�— EXTERIOR 0 -- — ll� si 11-6J. L © O O O O O O NON-REINF. INTERLOCKS EXTERIOR EN. JAVAD AHMAD SEE CHART ON oot Ti: kVISED SHEET 7 MCML �tM/dhpwftthe FTeHd. FM PE d 70592 CA.,N. 3538 1�1�QOd[ A��IN l Y- 6:27• /) NOTE: / \ APPROVED CONFIGURATIONS OaU� 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON —POCKETED DOORS (NON -REINFORCED SHOWN) !.1,4N-i✓ 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 1 i� „�•. SEE SHEET 7 FOR Op AND REINFORCING OPTIONS MCeetlA 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FEIi Z��S li i H H!, 1:15 drawing no. W10-31 DOOR FRAME W. H I I I tY IV Ica H L I M _ PXXX(SHOWN) XXXP DOOR FRAME WIDTH I H 3 � I I M 1 ANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 7 F I I I� 10 I — - O DOOR FRAME WIC SEE CHART ON __ © PXXXXXXP (SHOWN) DOOR FRAME WIDTH I I CH- 0 j � I 0 I M K 1 m PXXXXXX(SHOWN) _T kD 0 XXXXXXP POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA PXXXXXO(SHOWN) OXXXXXP APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 7 FOR Op AND REINFORCING OPTIONS THREE U TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. v EXTERIOR " �-'' NON-REINF. INTERLOCKS SEE CHART ON SHEET 7 O 11 EXTERIOR O t I _- O IfWDUCTIU[VIhEO - -- CML cwlth the porid� F1A PE � CAN.T NOTE: Dm 2` 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. G�IAsN Dede ro4ue1 C°vlal 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13.E 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 0 m 0° c 09 a 0 a CIAs 0`���� O LL Z 1° -. o Jr a� v o � rc rc z o a 8 rn � � x HMAO o i 9238 I t droning no. D15 W10-31 5 u C DOOR nnx. K, I I hH - LL � S 0 G1 0 a K1 EXTERIOR XO (SHOWN) Ox DOOR MAX. s K1 H r ,1, L1 Kt( EXTERI01 xx #8 X 3/4" SMS DOOR FRAME WIDTH AT 24" O.C. 10 N H of a GI NU 31 EXTERIOR 1 (H� .._.. _..._. ..-__.. GI oxo (SHOWN) OXO (REVERSE) oxxo XXXX(SIMILAR) APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS 0 REINF. INTERLOCKS SEE CHART ON SHEET 7 REINF. INTERLOCKS SEE CHART ON Pa00UCrkXVl5 ) BYw - 1.1 .2r11th the Fj." Wfn¢Cad Eep tloe Otte *7_A.., 1 V, i� NOTE: 1. CONFlGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. S¢ C9+ I U M o_ Z n 0 "wI p a � N O O CI a 'fllTlj 0� a V C �t4 M o 0 (L < 9 0 02 Q�3LL G LL ON � m O o N ow -g s z OL o 46 46 N 4 �N o N ; GI 0 M N E Z_ ZLL N 30_ M p�v JU w 10-31 DOOR Ff MEN WIDTH I r-- LI I 4 w I ILi ja O I o I M KI PX (SHOWN) F�XP DOORFRAME W. I r-- LI I w 1Y m U H r j600. O .� K O 1 S 1 M L1 PXX (SHOWN) XXP DOORIo-FRAME W. `1 1 � I I 1 O Jt �1 g 001 l o I M 1 M 1 I PXXP DOOR FRAME WIDTH 1 9_ H o- w O o la al I M M I a 1 I I I PXXXXP DOOR FRAME WIDTH Q yJ LL IUQO o K o I M I POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA © EXTERIOR O " EXTERIOR O NON-REINF. INTERLOCKS SEE CHART ON L DOOR FRAME WIDTH 1 I I CYi UI �a nj O EXTERIOR J7QM DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE I / SHEETH7RT ON NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. L PXXXX (SHOWN) U Ll ten'""V„ LJ I NOM. PANEL WIDTH LJ PXXXO APPROVED CONFIGURATIONS XXXXP POCKETED DOORS (NON -REINFORCED SHOWN) OXXXP SEE SHEET 7 FOR Op AND REINFORCING OPTIONS 11 POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. FkDDUCT kV%I ED uennplyln¢w11A lb, Fiolidt Bwdteacope AsapaaerR./-Ob2T-�. Eapkiltk+Dele 20 hElad Dade rodotl Coe�M Z m 0 �a G 0 d O li 0� v O 0ILQG 00�a� ERE In Engr. JAVAD ANIAAD CIVIL 0 j FlA PE 0 70592 CAN. 3538 o I I i�` dW0 FEB' 2015 sheet 6 of � g H L2 H a a XXXX (SHOWN) oxxx XXXO XXXX (REVERSE) XXXXXXXX (SHOWN) oxxxxxxo DOOR FRAME WIDTH J - H H $ £ s � 't is & a"• =o b $ o- z o G2 G a XXXXXXXX (SHOWN) OXXXXXXO M 0 r J rl 0 09 U Q a 0 o m ®aaa L6ZN_a � N co J N 8 M N D_ Ow H N o SHEET 7 1 1 1 1 1 1 1 G2 HO Q 0 0 EXTERIOR U NOM. PANEL WIDTH t XXXXXXXO (SHOWN) OXXXXXXO G2 HO OH QH Q Q EXTERIOR 0 ✓Qitt)DUC7' kYV1JED �c Nilh the FTo�ids NOTE: APPROVED CONFIGURATIONS ak��'.l�y]�.1,p 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON —POCKETED DOORS (NON -REINFORCED SHOWN) ti/� 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS 6)1 nreCoaw 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. NOAI. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON >•�B7 � �I��:iaaw 11, ll�jl N9 lJ EXTERIOR l"J Ll u/ 111 NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON 1_ NOM. PANEL WIDTH E V U 2 ngr: JAVAD AHMAD CIVIL n FIA PE A 70592 CAN; 38 'a n drawing no. W10-31 FEB `$ 5 2015 DOOR FRAME WIDTH OH I H l2 lobo la a o I PXXX1&SHOwN) XXXXP lJ U tXILKIUK LJ DOOR FRAME WIDTH r- I j H H J H H jams si It w b & 1 M o I M 1 j I td I � YI 10 001 l a al I I I I I I I PXXXXXXXXP (SHOWN) L MQ DOOR FRAME WIDTH F I L s 1 H J H f H H H jm0 'S O" W b aE'- I o I IA G PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT E NOT PART OF THI: DOOR FRAME WIDTH 1 = I im VO or O 1 I IA 0 1 1 INS 1, Is I Lu'l PXXXXXXXO (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 7 FOR Op AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. - m " 0 0 EXTERIOR IY IV I Oa I 1 1 ® OH OH HO OO HO EXTERIOR MagWr kiVIBCD uafylyfea nll► qt lbrfi AcAerq�xswel'(o 14-0627•IS NOTE: E10-kaDrte I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. gyp 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. blind lhde 4 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. U a CML FLA. PE t 70592 CAN. 538 W Z a M �o 06 a G cy 00 o 0aa9N 0 `6 OD 0 J Q W 3 LL G drowing no. W10-31 of I I I I I I I 1 I I I I I I I I I I i 1 I I 1 I I I I I 6 Im I I I �y �OVem\\N II I I I �mm\N I I 1 1 mmmmmmmm�d �mroW mm�Nm�hmWam�m mmmwmm\R m mr \m ySC i P mo 9� y A m N m O u c r�i T---i- o 0 6 0 oH-**00- o`� i Q i 0 l vpa I4j I I I I I I I I I I IIb sG b 0 **-1*00- O o a b 0o b b a b w D b b 0 ,I o b 7 y G o00 o?+Igo�oo,�+ 00000?sz bb��Ej m m p s C1 p o�o m 0 �000�obbbo-obPoo+_�mm m O m V 0 0 0 0 m V O O O O Gl uu ~ Mm HE b b l b. b -. b b b •I � y y D N mom', O A 0 om m N O 0000 A m m a A m A m O C A rn 0 0 O cn 2 5/6" m 3 5/16" 2 5/8" a 3 5/16" � 'o III dote: os-zoJio O � dr, cr � Q I chk Dy: mz /1y0 >nOo VNf O mZD >� n �ic� m -im� 2zooz z, l 0000� oywm Iom� nZ�> I C) m c N tea$ Z 0 0 0 ; P� Bi sn S.,I o a m x n x k x SERIES SENTINEL 150 ALUM SLIDING GLASS DOOR (LM, CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-13-2 AL-FAROOQ CORPORATION Ila ENGINEERSSe PRODUCT DEVELOPMENT 1235 S.W.87 AVE MIAMI, FLORIDA 33174 TEL (305) 2G"=O FAK (30+`) 2628978 3/16' ANN. GLASS 3/16" ANN. GLASS .075" Inlerlayer 075" Inlerlayer Soflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090' Inlerlayer .090" lnlerlayer Soflex Clear And Color Gloss 3/8" AIR SPACE Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR 090" Interloyer 3/16" TEMP. GLASS 090" Interloyer DuPont SentryGlas DuPont SentryGlas By 'E.1. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont Do Nemours & Co., Inc.' 3/16" HEAT STREN'0 CLASS 3/16" HEAT STREN'0 GLASS SILICONE GE SCS 1200 w SILICONE GE SCS 1200 DOW CORNING 899 m DOW CORNING 899 i s mm DOW CORNING 995 N DOW CORNING 995 r� P4 O II SETTING BLOCKS AT 1/4 POINTS ON UTES O SETTING BLOCKS R�'r [r] 16 WIDER THAN 36" EPDM W 1 AT 1/4 POINTS ALL SIZES DUROMETER 8535 SFC DUROMETER SStS YN, GLASS TYPE 'A' GLASS TYPE 'Al'_ 7/16' OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS .075' Inlerlayer 075" Interloyer Soflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR 090" Interloyer 090" Interloyer Saflex Clear And Color Glass 3/8" AIR SPACE Sell- Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR 090' Interloyer 3/16" TEMP. GLASS 090" Interloyer DuPont SentryGlas DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont Do Nemours & Co., Inc.' 3/16" HEAT STREN'D CLASS 3/16" HEAT STREN'O GLASS SILICONE GE SCS 1200 �t SILICONE GE SCS 1200 m DOW CORNING 899 m DOW CORNING 899 i u, DOLV CORNING 995 w DOW CORNING 995 IAA ] M7 rr Ir n r r SETTING BLOCKS POINTS ON LRES n r r r 1 SETTING BLOCKS Ir WIDER THAN 36"Ii WI ER r AT 1/4 POINTS ALL SIZES O o EPDM DUROMETER 8515 O 0 n EPDM DUROMETER 85t5 Wi6 k W GLASS TYPE 'IT' 7/16" OVERALL LAM. GLASS GLAZING OPTIONS FW 1 x W GLASS TYPE 'H1' 1" OVERALL INSUL. LAM. GLASS AIR SPACE CONSISTING OF: 3/8" SPACER: .0045" THK. ST. STEEL RECTANGULAR SPACER AROUND THE PERIMETER OF THE GLASS. \ Eng,; JAVAD AHMAD CML PL PE . 38 V7059`:2 CAN 'If Ep'2 6, 015 two+lcrulkVISED �WYtheW�Ldt kI Aimee lie 06 ZJ•/� Ct,pint/bo Dab 3 7o hWelOWe 4v1 ert Coegd i r I drawing no. W10-31 3 KSI CONCRETE EDGE 151.° IN CLUSTERS AT MTG. STILE INTlILOCK,ENDS SEE CHART' °:FOK QUAN1ejIES,.-. 28Y WOOD BUCKS IN CLUSTERS [SEE NOTE SHEET 1 AT MTG. STILE & INTERLOCK ENDS 3 K51 SEE CHART CONCRETE FOR QUANTITIES EOG DIST, I. "3 IN CLUSTERS WOOD BUCKS AT MTG. STILE NOTE SHEET 1 &INTERLOCK ENDS SEE CHART / FOR QUANTITIES S EDGE' d157. CONC �7� � ANCHOR TYPE A N m N ANCHOR TYPE A INTO 20Y WOOD BUCKS THRU 1BY WOOD BUCKS a OR WOOD STRUCTURES INTO 3 KSI CONCRETE DESIGN LOAD CAPACITY - PSF (ANCHORS) M 1b PANEL WOM iva s Goon FRAME HEIGHT Ixau HEAD ANCHORS SILL ANCHORS (TYPE 112 I/2' SHIM SPACE I B/B" SHIM CLUSTER AT SBLE/INTERLOCK ENOS CLUSTER AT YTERLOCIC 01 CLUSTER AT DIV. 4 (0) EXT.(+) INT. •• 8 (8) EXL(+) INT.-) B (SO) EXr.(+) INT.(-) 4 (6) EXr.(+) IM.(-) 6 (8) EXT.(+) INT.(-) 4 (6) EXr.(+) INT.(-) 6 (8) EXT.(+) INT.(-) 24-1/8 30-1/8 J6-I/8 42-1/8 48-1/8 54-1/6 82 90.0 - - 80.0 - 80,0 - 80.0 - - 60.0 - 80.0 - 73.6 BO.O - 80.0 - 72.4 80.0 66,4 80.0 - 76.7 80.0 85.3 80.0 61.2 B0.0 70.6 80.0 60.2 80.0 57.5 8G.0 66.5 80.0 56.5 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 86 80'a 80.0 - 80.0 - So.o - 79.3 80.0 - 80.0 - 78.0 80.0 69.2 80.0 - 80.0 - 68.0 80.0 62.1 80.0 - 71.B 80.0 61.1 80.0 57.1 80.0 86.0 80.0 56.2 80.0 53.5 80.0 61.8 80.0 52.6 80.0 24-1/8 30-1/8 - 90 80.0 - - 80.0 - 60.0 - 80.0 - 60.0 - 71.8 80.036-118 80.0 73.3 80.0 62.3 80.042-1/8 80.0 65.6 80.0 55.8 SD.O46-1/8 77.9 80.0 60.0 80.0 51.1 80.024-1/8 30-t/8 42-1/8 48-1/8 96 r73�O - - 80.0 - 80.0 - 80.0 78.1 80.0 66.5 80.C36-1/8 80.0 - 67.7 80.0 57.5 00.0 78.3 50.0 60.3 80.0 51.3 80.0 7,1.4 80.0 55.0 80.0 46.8 So.. 24-1/8 30-1/8 36-1/8 42-1/8 4e-1/8 54-1/8 102 60.0 - - 60.0 - 60.0 -, 60.0 - - 60.0 - 600 - 54.3 60.0 - 60.0 - 53.4 60.0 48.3 60.0 55.9 60.0 47.5 60.0 43.9 60.0 50.8 60.0 43.2 60.0 40.6 60.0 47.0 60.0 39.9 60.0 24-1/8 30-1/8 36-1/e 42-1/8 48-1/8 108 60.0 60.0 60.0 58.8 60.0 - 60.0 - 57.9 60.0 50.7 60.0 56.6 60.0 49.B 60.0 45.0 60.0 52.0 60.0 41.2 60.0 40.8 60.0 472 60.0 40.1 60.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 114 60.0 60.0 60.0 55.3 60.0 60.0 54.4 60.0 47.5 60.0 - 55.0 60.0 46.8 60.0 42.1 60.0 - 48.7 60.0 41.4 60.0 38.1 67.1 60.0 44.0 60.0 37.4 60.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 - 120 60.0 - - 60.0 - 60.0 - 52.1 60.0 - 60.0 - 51.3 60.0 44.7 60.0 - 51.7 60.0 44.0 60.0 39.5 59.3 G0.0 45.7 60.0 38.9 60.0 35.7 53.5 60.0 41.3 60.0 35.1 60.0 ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE 3 TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCKEECEHART METAL STRUCTURES SEE SPEC BELOW U Z FOR QUANTITIES Q EDGE 3 5/8" Q DIST. a z 0 n cipo �4 m N TYPE C ANCHOR \ o o INTO METAL STRUCTURES n OR APPROVED MULLIONS 0 M a N WOOD BUCKS AND METAL STRUCTURES NOT BY CC WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO z 6I �- MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH y 0 M Log J U TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. OR ALTERNATE FRAME HEAD AND SILL. Q W ,� 2 I- - - - - -AT HEAD- - - - - -- - - - - -AT JAMBS- TYPE 'A'- ,1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) TYPE 'A'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI. Fy-155 KSI) J THRU 1BY BUCKS INTO CONCRETE II INTO 2BY WOOD BUCKS OR WOOD STRUCTURES F�,3 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. PENETRATION INTO WOODTHRU 2BY BUCKS INTO CONCRETETHRU 1BY BUCKS INTO CONC. OR MASONRY 1/2" MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4" X 3-1/4" ULTRACON-BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) zDIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY2" MIN. EMBED 1-1 4" MIN. EMBED INTO CONC: OR MASONRY / TYPE 'C'- 1/4' DIA. SELF DRILLING SCREWS (GRADE 5 CRS) TYPE 'C'- 1/4' DIA SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES INTO METAL STRUCTURES TU o STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) I 3 z I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) II ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) Y L_ - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED o g d Q U - -AT SILL - - - - ANCHOR EDGE DISTANCES C--� rz_ I I'rPE '82'- 1/4' DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO CONCRETE OR MASONRY = 1" LAIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE 1' MIN. INTO METAL STRUCTURE - 3 4' MIN. 1-3/4" MIN. EMBED INTO CONCRETE _ - - - CONCRETE AT HEAD, SILL OR JAMBS 1'. - 3000 PSI MIN. a NOTE C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. s $ 1� N u o ANCHOR CAPACITIES LISTED ON THIS ° czi SHEET TO BE USED IN CONJUNCTION SEE SHEETS 9, 9A, 11 & 11A FOR OPTIONAL SILL DETAILSSILL RISERS a a WITH GLASS CHARTS ON SHEET 7 AND SHEET 7 FOR CAPACITY fir+ o LOWER APPLICABLE VALUES CONTROL 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B ANCHOR TYPE B TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE gi DIRECTLY INTO 3 KSI CONCRETE } PLEASE SEE FOLLOWING SHEETS FOR DETAILS. C .44311 .. NW................. .... O z *F m(�!rlH f►t PluHdt. ': '::::. ° -" 1 ,° •-:_3;9/8:"•: • Engr•JAVAO AHIMD Wdbecch FICIVIL o L W Mrr_ A PE 70592 z B>t RdIM DaR \ <. " • CAN.: 538 F z PO - (yL?" TYPICAL ANCHORS ey p EO &HARDENED A CLUSTERS n w MLtmi DRd, 'un:rnl NO-METALUC/NON- SHRINKAGE pT MTG. STILE HIGH STRENGTH GROUT & INTERLOCK ENDS / dr6vting no. .20 PC 5000 PSI MIN. SEE CHART ' i' '' f NOT BY CGI W10-31 LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES MUST TRANSFER SHEAR FOR QUANTITIES •-f201C CB 2 a U UMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. LOADS TO STRUCTURE rSD 9 L J she6t $ Of 1 f LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. n ldate: 05-20-10 _ o scale: 3/6- 1' �o dr. hy. W 'o I enk. hr. 000 r 0 Z n rox SERIES SBMNEL 150 ALWA SLIDING GLASS DODR 0L CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 To- (305) 593-6590 FAX. (305) 593-6592 C) b 3 z rrn Lo z DA 9 r 0O ZN N m _ Z z� H g 0o x r N 00 r a C7 0 P.- 0 ro AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 Q TEL (305) 2645100 FAX (305) 262-6978 a l6GW 05-20-10 0 S4. 'o cnR 6y: 01 e /e e Li ® e e ® e e EXTERIOR EXT. e e (T: MAX. U � � m m N AI�A ro 33 a Z oAA t� O m rrn �s sf r 0o N $� z m z x u s z ss N H c2GO X �s s z u g _ 9 imp L. 9 O c-r_�=== =.b vi otno I oAA gOo "OA +Ngm� C/I N Am SERIES SEMINEL 150 ALUM SLIDING GLASS DOOR (LM.L) AL-FAROOQ CORPORATION escn ion ENGINEERS& PRODUCT DEVELOPMENT NO CWNGE T16R SHEEP F WINDOWS & DOORS 1235 S.W. 87 AVE GENERA. REVISION 1 00N.W.25TH STREET MIAMI, FLORIDA 33174REV. PER RER GOMMENi I, FL. 33172 TEL (305) 26M18100 FAX (30S) 262b578 REV. PER RER GCMMEN75 (305) 593-6590 FAX. (305) 593-6592 COMP-ANL\W10-31 SEE ELEV. FOR SPACING 1/2" MAX LOAD BEARIF SHIM I-! U O Zlt TYPICAL FOF O LOCK STILE 1X6 OR LARGER WOOD BUCKS n WOOD STRUCTURE O' e EXTERIOR EXTERIOR O I REINF. AS RE( SEE CHART 01 /-SHEET 7 FOR NOM. PANEL WIDTH INTERLOCK (REINFORCED) DOOR FRAME 1/2" MAX. LOAD BEARING SHIM w rc z z o TYPICAL ANCHORS SEE ELEV. II FOR SPACING a w O INTERLOCK WIDTH (REINFORCED) #10 X 1-1/4" SS PH 1 PER 3 PER PANEL N AT 18" FROM EACH END AND AT MIDSPAN M21 #8 X 3/4' SS FH SMS_ M2 I PER CUP L 4" MAX. BEARIP SHIM '•' o � FfXEO PANE EXT. DOOR FRAME WIDTH Eagr. JAVAD AHAUD CIVIL FIA. P i 70592 CAN. 38 , � 1 t THREE (3) TRACK DOOR DETAILS � m N �- o 0 0 J � U ®aQo8 O .K Q�30 � L6z�M aWH � N J m o I S rn � o O W v u) 8) e h O 7n i a3 Is . n 12 0 METAL y U o STRUCTURE SEETYPICAELEV.NCHORS FOR SPACING Vj " S � N � n a c $ 3 drawing no. W10-31 N S EMBED' - O z G z _ 2 a y � sIu m EXTERIOR O a:z^=— baogn ?Z og�opma zc ozyzy C A� N Z 2 2sSsz0 z1 o� a O "D , z n at z � a a � a r 0 N _ o�� C a vv N , �rff+oll e 2' MAX, BEARIF SHIM /2" MAX. 4D BEARING SHIM N m y m = o ID 0 z - o x a &tr. 05-20-10 revisions: SERIES SENTINEL 150 ALUM SLIDING GLASS DOOR (LM,I.At FAR000 COO2POIiAT101N o nC 0 e IeSCn ion ENGINEERS & PRODUCT DEVELOPMENT j scale: 3/e• - 1• N 01.1s.14 NO cNnNCE nus sNEET CGI WINDOWS & DOORS 1235 S.W. S7 AVE Q I 08.09.14 GENEUL REVISION 10100 N.W. 25TH STREET MWMI, FLORIDA 33174 Q d�, py; J 111214 REV. PER RE R COMMENTS M AMI, FL. 33172 TEL (305) 264-8100 FAX (305) 262E978 Gd c K 02.03.15 REV. PER RER cOMMEMs TEL (305) 593-6590 FAX. (305) 593-6592 COMP-ANL\W70-31C1 c by PANEL HEIGHT o e I IrII `: O 1� ISI� O F®yy �Illi�: V V s � � o 0 z A S'• � t9" N, ' Le, y C, 0. F e < s mOx - - - Qmm 0Lo0 .j v� N pr0 pm rn 1/2" MAX. IAD BEAR(I, SHIM 1/2" MAX. )AD BEARING y SHIM m N 2 O m m O O F h A a aete: os-zo-lo revisions: SERIES SWNEL 150 ALUM SUOING GL SS DOOR (LM.I.) AL-FAROOQ CORPORATION no a e es0n fon ENGINEERS&PRODUCT DEVELOPMENT N 01.16.14 No cNu+ce nus sREEr CGI WINDOWS & DOORS 1235 S.W. 87 AVE O o secla 3/s' - 1' OBA9.14 GENERAL 10AWN 10100 N.W. 25TH STREET MIANII,FLORIDA331.74 dr, by: J 11.12.14 REV. PER RER CONNENfS MIAMI, FL. 33172 TEL Poo) 26483A0 FAX (305) 262fi978 K 02.03.ts RE`�. PER RER tK)NNFMS 1EL (305) 593-6590 FAX. (3G5) 593-6592 COMP-ANL\W 00-31 TYPI( 1/2" MAX. i SEE NOTE SHEET 1 EXTERIOR L1 o #10 X 1-1/4" SS PH SMS 1/4" MAX' Uo� 1 PER CLIP LOADSBIEARIN /2. TYPICAL ANCHORS 40�11EARING SEE ELEV. N8 X 3/4" SS FH SMS =FOR SPACING 1 PER CLIP 1q1 M09UCf HKVIKFA II �ITT . _ .. pin'lTw" Me FToridt .. o EXT. w ' DOOR FRAME WIDTH FIXED PANEL E.9n JAVAD AHMAD CIVIL FLA. PE 70592 TWO (22) TRACK DOOR DETAILS FOR SPACING z pIL W Q IL N p0 xex O n p � � O r- p a paao� 0 � N LLzyLL m t� � N O H N p 0 xa N Oy ~ - W N = N o co 6 �- s N 11 0 .M n �3�g Z z t2 U J i I 0 i e� B v X 3 drawing no. W10-31 N ^' O z _ O 4 .,y Q r •s� 9 7.. r Fo m Wo v m cn SERIES SENRNEL 150 ALUM SLIDING GLASS DOOR a `date: 05-20-10 no a e escn ion f sroir. 3�5 t x ot.te.to xo cxu cE 7xs sxEE CGI WINDOWS & DOORS p 'a 06.OM C04MAL FWASION 10100 N.W. 25TH STREET I dr. er +t.12.14 REV. PER RER CAMNENtS MIAMI, FL. 33172 j c enk. W. x 02.o3.t5 REV. PER RER ecoo tS T, (305) 593-6590 FAX. (305) 593-6592 f m Z N m n0 o H X AL-FAROOQ CORPORATION! ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 m (aos) 2644LWO FAX (205) 2626978 Drr' z�Z c1 2 N O ih "Orr' z0 o = 0 inn g 2 0 a m a dole: 05-20-10 revisions: SERIES SENTINEL 150 ALUM SLIDING GLASS DOOR (LM.I.)AL-FAROOQ CORPORAT70P1 Ia o no ° e escn Ion ENGINEERS & PRODUCT DEVELOPMENT' f scale: 3�8" - 1" H' 01.16.14 NO CHANGE THIS SHEET CGI WINDOWS & DOORS 1235 S.W. 87 AVE I 06.09.14 CEN T&REVISION Tp100 N.W. 25TH STREET MIAMI, FLORIDA 33:L74 I dQ dr. bY: J 11.12.14 REV. PER RER COMMENTS MIAMI, FL. 33172 TEL (30S) 26"100 FAX (305) 29ZG978 j ° ehk by. N oz.0a.15 REV. PER RER COMMENTS TEL (305) 593-6593 FAX. (305) 593-6592 COMP-ANL\W10-31C POCKETED JAMB TYPICAL ANCHORS TYPE A, B OR C AT 6" FROM ENDS AND 9" O.C. INTO wOOD/GONG./METAL 6" O.C. INTO BLOCK ONLY 1-1/2" MIN. WOOD EMBED _ 1-1/4" MIN. BLOCK EMBED 1-3/4" MIN. CONC. EMBED 1/Ij88"" MIN. METAL THICKNESS V BLOCK WOOD U O a O {�1-1/8' MIN. I EDGE DIST. POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE RENEWED BY AHJ EXTERIOR TYPICAL PAD PILE INSTALATION LOCATION TYPICAL AT PANEL 4 CORNERS z n m "a� g 0: '0 o (L 0 I ME aW �� YRUDWF k1<VlbED W94*Addkicodt. Me flodd, ElNntlon Daft—�•F_ •� Z8 — cm,k g ONaaael Coarmld Dade En JAVAO A' gr: CIVIL FUL PE 0 70592 o j n CAN. 38 a E8 2` 2015 drawing no. W10-31 4.735---�{ .070 8fi0 .847 ].250 T FFK1j1fJ-1 E3 FRAME HEAD (2 TRACK) 5.921 070 847 1.250 I ��� 0 FRAME HEAD �I�4.735----�j �5.921� 070 I p70 .860 � E7 TOP/BOTTOM HORIZ .915 1.250F .915 1.250 3.000 995 a7o 't ALT. FRAME HEAD (2 TRACK) 13.t ALT. FRAME HEAD (3 TRACK) 1.490 1.41 .075 .075 2.005 2.600 '070 � I .070 2.600 E6 MAIN STILE 640 .753 _I I 3.000 k 4.735 5.921 �i .995 .095 .640 FRAME SILL ALT. FRAME SILL 0 FRAME SILL .075 070 2.600 3 .L 5.921 �I ALT. FRAME SILL (3 TRACK) OUTER TRACK ASTRAGAL STILE 18 ASTRAGAL STILE -j 1.675 -1j`-•120 �-I � �- Imo. .995 I050 975 .995 �.050975 IA 1.184 Fes- M- GLAZING BEAD v GLAZING BEAD LAM. GLASS INSUL LAM. GLASS LJ 1 -� TOP .725 .065 .564 T .0605-1 1.031 l 1.501 125 .156 5 M2 FIX. PANEL CLIP 1.490 3.000 HORIZ 1.415 m V 00 ®ffi If �o � r O O a B tL 0 O N aW3�F ILzy=� Eli, aW EXTERIOR INTERLOCK (OPTIONAL) 2 $ m 070 1.J66 .695 3.750 MAIN STILE (OPTIONAL) � o 559 O rt pw .265 ,125 3.000 - p a, U SILL RISER (OPTIONAL) 1.1.415 7L 060 3.188 2.005 .070 1.625 E5 INTERIOR INTERLOCK .582 1.186 2.120 POCKET HOOK 1.501 F ] I 1.831 .156 3.000 E4 EXTERIOR INTERLOCK II j-1.825--j 125 1 125 1.310 0 E2J INTERLOCK REINFORCING OUTER TRACK ASTRAGAL [a] 625 1.920 2.670 625 SILL COVER(OPTIONAL' N N 4 .095 � -d N O 1.770 1.415 .060 ZZ�n O • n W--2.005 E2 O � " 19 g U�l-- INTERIOR INTERLOCK (OPTIONAL) mmT SILL RISER (OPTIONAL) P.Q001IC(1t�Vibe.D � n ItE�pMiNo� ���IrpwINMeF7eHda 1001p I y ' 1� Z71 9 r drawingno. W10-31 F DESCRIPTION MATERIAL MANUF. REMARKS 1.375 -�!I 510 --r � r.060 I �L 260 I 1.650 -ol I�-,.0 FRAME HEAD COVER 4.765 .061�-08?01.621 �I 640 I LIL •344-F-- •060 I I 1 Fes- 625 2® FRAME SILL COVER E2 FRAME JAMB (2 TRACK) -2�`I -�I 1.375 1.791 .06012 1.620 FRAME JAMB COVER 5.951 ,0801.620 O65 .545 1 090,�� 1.620 11 •025�1 @ FRAME JAMB (3 TRACK) 0wtWCIrk1'VILE0 8"a��'Iththe FloNdr.' AwV-w no feeal 2 .1S TsgllnlToa 7-z- ky F�k� 74�e hOdrl LOCK: DUAL LOCK SYSTEM BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE FROM BOTTOM SS MORTISE L LOCCKK (PART jjSGD-500) (PS01-0036-117) ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117)� ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) ZINC KEEPER (PART #SGD--507) (PART {)SGD-507N) Engr. JAVAD AHMAO CML FLA. PE / 70592A CAN. J5� ,( :1 1 �. „ n .O�¢ �-C[f 4 J 6R 'V V it W 3 a U ,A ei Q °o rr a O q o � ' CO➢B PART No. El CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - E1.1 CGI-150 ALT. FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - F G Z Q a (i. O a G7 (� =O1�1 v K > Q 4 Is QI. Q w {L Z JpZ Q fi1 E2 CGI FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - E3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - E3.1 CGI-152 ALT. FRAME HEAD 2 TRACK 6053-T6 CGI EXTRUDER - E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - _ E6 OGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - E7 CGI-156 TOP & BOTTOM HORIZ 6063-TB , CGI EXTRUDER - E8 CCI-157 SILL RISER 6063-T6 CGI EXTRUDER - E8.1 CGI-181 ALT. SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - E9 CGI-158 ASTRAGAL 6063-T6 CGI EXTRUDER - E10 CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8') 6063-T6 CGI EXTRUDER - Ell CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - El 1.1 CGI-160 ALT. FRAME SILL 3 TRACK 6063-76 CGI EXTRUDER - E CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - E13.1 OGI-162 ALT. FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER $ y z O qJLoN 3 O dE 00 E Z fa 3 _ PP;; U GS (1 0 m N W o V4 M r7 n Bi Z LL o o_ n O 3 Gi t E14 CGI-I68 OUTER -TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER - CGI-121 7/16' GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - CCI-123 1" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - PE C0I-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - CGI-156A TOP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER - CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E23 CGI-168A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063-T6 CGI EXTRUDER - E25 CGI-184 2 & 3 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - E26 CGI-187 2 & 3 TRACK FRAME HEAD SCREW COVER 6063-TS CCI EXTRUDER - F27 CGI-18B FRAME JAMB SCREW COVER (OPTIONAL) 6063-75 CGI EXTRUDER - E28 CGI-1020 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - E29 CGI-1029 FRAME SILL 4 TRACK 6053-T8 CGI EXTRUDER - � y € o w z 0 $' g o a FS 3 E30 CGI-103O FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - MI CGI-382V GLAZING BULB VINYL (DUROMETER 75-80'SHORE A) PVC - - M2 CGI-171C FIXED PANEL CLIP (2-1/2- LONG) 6063-T5 - 3 T9 FIXED PANEL M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL M70 CGI-176 FRAME HEAD ANTIUFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. M11 1Y23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. - M12 CGI-177 PANEL TOP & BOTTOM OUST PILE WOOL/PVC SULLIVAN - lA13 TA-SI-PRS-150-C25S TANDEM ROLLER ST/ST AMESBURY 2 PER PANEL M14 SGD-50D DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 M14A PSOI-0036-117 DUAL MORTISE LOCK ST ST INTERLOCKS ATTACHED TO M16A m m ;6 o c a d o c n M15 SGD-507 KEEPER ZINC SULLIVAN INST. W / 2 910X3 4" / PH M15A SGD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 ftOX3/4' PH x x M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. VA/ 2 RIOX3/4' FH w O «+ 6 MICA PSOI-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 #10X3/4- FH M17 SGD-5500 HANDLE SET ZINC SULLWAN/INTERLOCKS M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - M19 SCS2000 SILPRUF SEALANT SILICONE GE - M20 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL SULLIVAN OR EQUIV. 4 PER PANEL M21 CGI-174 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL drawing no. W10-31 sheet 15 of 16 M22 CGI-175 SILL INTERLOCK PILE PAD WOOL ULTRAFAS OR EOUN. S2 - #10 X 1 1/4' LG. PHL. PH. SMS. ST/SL ASSEMBLY SCREW - - 2 OR .3 PER CORNER 1 rn o m � A r F N { d ldatx OS-20-70 O I dr. by: W � �Nk I,r• no -a a escn ton H 01.16.14 NO CHANGE THIS SHEET I 06,00*14 GENERAL REYSIDN J 11.12.14 NO CHANGE THIS SHEET K 02.03.15 NO CHANGE THIS SHEET L Im SERIFS SEMINEL 150 ALUM SUDING GLASS DOOR (LM CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 �5 L WIN 0 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAM1, FLORIDA 33174 tFl_. T3o512644LIW FAX (305) 2626978 s GTa Ca z O n ZO } C a ldate: 05-20-10 C o O ,'o I dr. by. o ldk. by: v A SERIES SEMWEL 150 ALUM SUOING G= DOOR (LM CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 116 A1.-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9235 S.W. 87 AVE MIAMI, FLORIDA 33174 Q TEL (SOS) 264.81.0 FAX (30S) 262-6978 r WED & APPROVEDFOR: �, ueen's Islan 'rre��e date: ``SCAMW ll E. Stofft Architects, P.A. BY FL# 0011105, FIRM# AA00379 , ILJU1u0COS M IAM I•DADE - - MIAMI-DADE COUNTY EMA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econoniy CGI Windows & Doors 10100 NW 25'h Street Miami, FL 33172 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 (hi 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 "Sentinel 130" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising .literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No,15-0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 Page 1 M IAM I•DADE MIAMI-DADE 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.¢ov/economy CGI Windows & Doors 10100 NW 25"' Street Miami, FL 33172 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) resevve 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 "Sentinel 130" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 LABELING: Each -unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising .literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0413.03 Expiration Date: September 22, 2020 �%fB�1S Approval Date: June 25, 2015 ` 1 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS 1. - Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 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 a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. 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 series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. 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 along with marked-up'drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. RTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) u Manuel z P.E. Product Contr 1 aminer NOA No.-0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural Edition (2014), dated July 18, 2014, prepared by sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. analysis, complying with FBC-51 Al-Farooq Corporation, signed and D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite© PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass InterIayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5` Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Per , .E. Product Control Ea m' ►er NOA No. 15-0 3.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-2 B" MAX D.L. OPG. y 18' MAX. ivy A A3 SHORTER 0 SIDES II h I II_ II II II II II II II II C3 =--r------Ir---- 11 II = 0------ ---- r-----m----- o u n II II II II n u n n II p 8 B3 BUCK WIDTH D.L. OPG. Al Ta• sago II II II II 70 � II II II II m I I n II II g� ------------ FALSE MUNTINS (SURFACE APPUED) 18' MAX. OPTIONAL SHORTER SIDES TYPICAL ELEVATIONS �a• ObR si�f�D j ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. N� �-'8 m SEE SHEET 1.1 FOR FIN FRAMES. I I h II II II II II II ---_------jj ---- BUCK HEIGHT ,. II D.L. OPG. ----�r----- it---- ^ srn �B• u n so'Pi�`t' II II ii n n u u u u u n � u n n n o 7 11 II V 8' 17' MA: 18 MAX. CORNERS SHORTER SIDES SIDES SIDES FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME�1 WINDOW WIDTH WINDOW W WIDTH WINDOW 1 1 WINDOW W✓ � WIDTH WINDOW rl SERIES 130 SENTINEL ALUMINUM FIXED WINDOW 1rL DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PERCHARTS SHOWN ON SHEET 2. iAPPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONSOF FIX./FIX. OR FIX. WOW. WITH OTHER MIAMI—DALJ APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN.WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WI I LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL �_ F 1 WILL APPLY TO ENTIRE SYSTEM. F THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 3�� HURRICANE ZONE (HVHZ). 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. L J ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. NOT PART OF THIS APPROVAL SHUTTERS ARE NOT REQUIRED. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE VERIFlED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS REQUIREMENTS OF THE FLORIDA BLDG. CODE. SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. J DAYLITE OPENINGS: z D.L.O. HEIGHT = BUCK HEIGHT — 3.00" D.L.O. WIDTH = BUCK WIDTH — 3.00" 00 aim o' o LAM. GLASS sesa INSULATING LAM.GLASS o W LARGE MISSILE IMPACT �— SMALL MISSILE IMPACT a q Fngr. JAVAD AHMAD I 1 CIVIL PRODUCI'REVISED � •�y Fla. PE t 70592 w complylag with Ore Flotide o CAN. 538 Hu, ulg Code a Ac planee No/5'04) Q9 m""mlion=By dwnn0. Mimni adeProduetControl W10-02 N O Cif p xRE e nm''�C n€. �o � a dam: m-3o-1D � E %0 9 hk by: 96" I' ii I ,L I II I I' ------JL-----�L=- 1I II II II II I N� li ii it 16" MAX. 6" MAX. m STRAIGHT JAMB s SIDES 96" CORNERS m BUCK HEIGHT P9 s D.L. OPG. aCz v ME II II II li it ii\\�� li it m z � • i! ii 4 .I a °i 16" MAX. 6" MAX. rn zy SfRNCHr JAMB SIDES CORNERS no ate escrl Ion C 02.28.11 NO CHANGE TH6 SNEEr D 10.10.11 NO CHANGE THIS SHEET E 07.21.16 UPDATED 70 2014 FBC F 04.10.19 NO CHANCE THt9 SHEEP I' II I II IL----- IL----- it I I II ,I II a I I I I SERIES SEMINEL 130 ALUM FIXED WINDOW (LM.I. CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI. FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 1, 16" MAX. CORNERS AL-FAROOQ CORP. ENGINEERS & PRODUCT DEVELOPMENT 12355.W. 87 AVE MIAMI, FLORIDA33174 773 (3pb726483.00 FAX. (305) 2628978 A G G N p N P I.l• A A G (tmo,�t N P N Oi p y A W W N O P N P O A Ili P A W W N P+ m N P 0 �� P P P A A W l N O+ N Ol A P A G 4I N O 4% W li O A P P A A W LI N O A1% N m O P P A W W N A m N P O A O 2y1 r• � O N S y Q m N V A N W (�, 4 P INCH° N (tJn� W {!( (O 4 0 IPO W V+ IWn° INCH G O PO° G J N ip W 0 0 W+ P INCH 4 0 tD u P 10 W • S 1L � X � Ipn. IPp N mm 4 0 0 N? O O m O N N mm O O N A 0 Vm G O m O A L• m 0 W 1./ mm ��pp 0 0 G In 0 O9. m •OAo t G 0 Z. Pm pppp 0 0 G C mm 0 O W P 4 4 D W N mm o 0 0 0 pppp mm 0 0 0 C mm 0 0 C InO mm 0 0 O 0 0 C G 0 y '"� A GO O O L V P C O m P NP O O A W W O tJ OO O P P v ro N W m P p m 0 V1 fT O O N A m O m In O pmo O P mm pmo pmo 00 IPp h p P C O 0 tY ..JA V P O O Cl P fJ Cl O O i. G 1„ O b N G 0 iA LI W FJ O O C m P 4I tH N O G G f4 tH GI W N G O O v O J mm n P P 00o P O OC m P m m m m o P m 0(J00 O 00la-r- ij 0 0 0 0 m m m m m P P m P m o P P P P P V o m m P m WA m n mo mo mo m� m P O N N OO m O m m O O m m O O m m O O m m O O m m O O m o O o P O m O O mPo o o C 0 0 O G 0 0 G C 0 o O O O O O G O D O C O G C O O O G O O O G m N G1 IN O G C O O C 0 O 0 0 P to G C G O P O -.• -+ to C 0 0 0 0 0 O O O O O O O C G O G O O O C d 7 w a P ° • T • N A • i m • e 0\0, i i i! (a P In P V P N� A N P m m J P N A N IT m P N N P m P lu N P m 0 • P t D; N m � ;: m N P m � m N �^s R Cn2' A T 000�HETE b o o I �' o om iili=o$ S SS o i $$S S bb ain c oP oT,o o c ,�l' 0 cuc o ,.Ji b 0 0 0 0 o c c b I ri i. w d �' i u o m .Ji .Ji o S'%' ,�' S o o$ ,g' p n ? Y6 G J 0 0 0 0 (O O V O O G O fn A A A O •Pi O O O Cl O 0 o 0 0 0 0 0 0 0 0 v P P m0O I-N m C V C O O G N P a A O O O C O m O Z CLno DbOOE0y� 0OZ O �Hc�RI �m� � mop Fm i i2WZ ZOO lP -1 O 1 = o of O to W M 5 N m 1 z o paot �ci> R_aao c7 � a e '9°c rt cm a Sa�S•� m ;d �c am 21 " sy revisions• c — O Wk. br. 'WG Q; O A IWO W O a+ W O A ° 2 'tl n n C S • O P O � h • i 4 I1JJ W G IG N ll�� S `; INCH' i.� f yOy S P v C z O v Imn N •P7' o r'n' N� o �' u� o O .'•� w m W 0 0 10 A O O A G O O v 0 0 0 0 0 0 o m o pp o o b b b b I.b o b b o o V p o 0 0 0 0 0 0 0 0 0 0 0 �g �m gzg p4 0 0 � c1 � P yyn 22 �m m a no a e es crl Ion e 02.2e.11 WDW. SIZES ADDED D 1o.10.11 NO CHANGE INS SHEET E 07.21.14 UPME0 TO 2D14 FOC F 04.10.15 NO CHANCE 7 5 SHEET SERIES SEMINEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.I.)AL-FAROOQ CORP. --] ENGINEERS & PRODUCT DEVELOPMENT 1 CGI WINDOWS & DOORS 1235 S.W. 87 AVE 10100 N.W. 25TH STREET MIAMI, FLORIDA 33174 MIAMI, FL. 33172 7EL.(306)26"100 FAX.(3OW2626979 m (305) 593-6590 FAX. (305) 593-65921 C0MP-ANL\W70-02V I 6=ANN.�,b1S _ 1EAISTR SS Interlayer 075' Interlayer � 0 I • Saflex CP With PET Co. Saflex CP With PETCore o BR 'Eastman Chemical Co.' Ely'Eastman Chemical Co: � 3 O .090' Interlayer OR 090' Interlayer W Saflex Clear And Color Glass 'Eastman Saflex Clear And Color Glass p a El Chemical Co.' Chemical Co.' tv OR 090' Interlayer R'Eastman 090' Interlayer o O DuPont SentfyGlas 'E.I. DuPont Seng[as 'E.I. p V By DuPont De Nemours & Co., Inc.' By DuPont Do Nemours & Co., Inc.' O 090' Interlayer O .090' Interoyer in, Q' DuPont Butacite PVB 'E.I. DuPont Butacite PVB 'E.I. Nemours & Co., Inc.' C d IL Q C By DuPont De Nemours & Co., Inc.' By DuPont De 0 r a,�f�0 — p: 3/16' HEAT STREN'D GLASS p: 3/16' NEAT STREN'D GLASS Q � ! SILICONE GE 120D � f' I SILICONE GE 1200 Z Q f \ E3 ! Dow CORNING 899 \ E3 1 !! DOW CORNING 899 O n II I! DOW CORNNG 995 i! n DOW CORNING 995 II ii ii ! Mi O O J W M5 AT 1/4 POINTS ON Lf1E5 ai MS AT 1/4 POINTS ON UTES 3 g to � m yt WIDER TFIAN 36 WIDER THAN 36' 3 o W 'C' w 'D' 8 ¢ v GLASS TYPE 7/16' OVERALL LAM. GLASS GLASS TYPE 7/16' OVERALL LAM. GLASS O 0 3/16- ANN. GLASS 3/16' HEAT STREN'D GLASS 3 N M 075' Interlayer 075' Interlayer Ed 0 3 M Saflex CP With PET Core By 'Eastman Chemical Co.' Saflex CP WiET th PCore By 'Eastman Chemical Go.' E Z Z OR OR f0 O 090' Interlayer 090' Interlayer � M o 2 " Saflex Clear And Color Glow Soflex Clear And Color Glass o :5 nj By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' rn (OJ F 3/8' AIR SPACE OR 3/8' AIR SPACE OR .090' Interlayer 090' Interlayer SILICONE DuPont SentryGlas 'E.I. DuPont SentryGlos 'E.I. (4 GE 1200 3 16' HEAT STREN'D GLASS / DuPont De Nemours & Co., Inc.' OR 090' Interlayer 3/16' HEAT DuPont Butacite PVB STREN'D GLASS DuPont De Nemours & Co., Inc. OR 090' Interlayer DuPont Butacite PVB O a •� 51 ,j ij DOW CORNING 899 •j DOW CORNING 995 ij N 'E.l. 'E.I. a SC ij ij Ij y — By DuPont De Nemours & Co., Inc: By DuPont De Nemours & Co., Inc.' ro W ii ii li `o 9 a '�, it if 3/16' HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS M4 Ij iI j! 0 V SILICONEF SILICONE m GE 1200 Dow CORNING 899 i i I DOW CORNING 995 m GE 1200 i i! DOW CORNING 899 i •I .I DOW CORNING 995 LIC SIONE GE 12DO _ M1 ro ij ij ij II li II \ M1 ro ij Ij ii II li II 9 DOW CORNNG 89995 DOW CORNING o m v m o a o 0 o 8 ' XL EDGE SPACER jl �I jl ST. STEEL BY 'CARDINAL' XL EDGE SPACER jl it I l .I ST. STEEL BY 'CARDINAL' OPTIONAL GLAZING DETAIL c E4 I� I� I OR ! DURASFAL BY 'QUANEX' E4 I• I� I� OR :I DURASEAL BY 'QUANEX' GIASS TYPES 'Cl' & 'W' 0 'u p OR SUPER SPACER BY 'QUA.NEX' p OR SUPER SPACER 13Y 'QUANEX' Er�4rl JAVAO AHMAD o _ CML pRODUCPREVISED i pi FLA. PE i 70592 as complying with the VWda o IW. iC W M5 AT 1/4 PO NTS ALL SIZES GLASS TYPE 'Cl' lWF., X Tu MS ATM 1/4 PO N75 ALL SIZES GLASS TYPE 'DI' C.AN. 8 Duilding Cc de �5�041 .D � Ac«Pta 1" No Ex iretion Date m , 0 drawing no. W10-02 1' OVERALL INSUL LAM. CLASS 1' OVERALL INSUL LAM. GLASS Dy (L.M.I. ONLY) N1 mn' ode Pro uct Gun MAY 0 20 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING 'Cl' 'D1' 3 6 EXTERIOR PLY OF GLASS TYPE & MUST BE TEMPERED. sheet of -©,=SJL{�R�AM�S-1�:,--b^.,.^^.,T54-MI TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF iYINDOW INTO METAL STRUCTURE = 0 J INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL g WOOD BUCKS INTO, CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS a Lu o FLANGE FLANGE TYPICAL ANCHORS SEE ELEV. FLANGE 1/4• MAX. SHIMS FLANGE G°I j U I` 2BY WOOD BUCK FOR SPACING • METAL p pp u. I. I. jl jl OR WOOD STRUCTURE TYPICAL ANCHORS STRUCTURE 0 a Q Q E3 jl it M2 FOR PACSEE E NG < v M2 TYPICAL ANCHORS SEE LEV 0 N co r B I I I S2 O I a H O .•> O FOR SPACING C; \N u E1 . vb - • • $2 jj II MIN.. N' 'v .• TYPICAL ANCHORS M2 © FOR SPACING SPACING I I WOOD BUCKFs Et a g In 3 Ori 1/4' MAX. .' SHIMS 8 0 EQUAL LEG EQUAL LEG EQUAL LEG E2 EQUAL LEG ° n B� it it 2BY WOOD BUCK AI WOOD STRUCTURE , ° M2 (�� METAL STRUCTURE OJ c, N M n 3 E3 I �I II II M2 _ TYPICAL ANCHORS Z�y N ii i N FOR SPACING p M} 17F7O TYPICAL ANCHORS SEE ELEV. FOR SPACINGoTYPICAL .' •° '. v" iftflORS SEE ELLANCHORSFOR SPACING V.CK CING 0 0 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. H o a g g MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV. FOR SPACING 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 _ •i 1/4" DIA. TAPCON BY 'ITW (Fu=120 KSI, FY-92 KSI) INTO METAL STRUCTURES 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI, Fy-155 KSI) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) JAvaD PRODUCingwhb REVISED b ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) CNIL 6bride INTO 2BY WOOD BUCKS OR WOOD STRUCTURES F A. PE 70592 � Iding i d, (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � building Code c .I 1-1/2" MIN. PENETRATION INTO WOOD C.AN. 3B _ Acceplauca No �S"l%�i � THRU 1BY BUCKS INTO CONC. OR MASONRY14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Bx irelion0aee 2D g g 9 '�� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") By Mimni adaPro uelC nkol DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) MAY 201 O drawing no. W10-02 1-1/4" MIN. EMBED INTO CONC. OR MASONRY sheet 4 of 6 TYPICAL-IN3TALgCTION DETAILS SE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOWINSTALLATION r7il'; DETAILS THRU 1X INSTALLATION DETAIIS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS U FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR C h • TYPICAL ANCHORS 1/4' MAX. a SEE 2BY WOOD BUCK FOR SPACING SHIMS G Q COR c METAL Ij I! Og3 li Ij M2 WOOD STRUCTURE A3 TYPICAL ANCHORS P SEE ELEV. STRUCTURE !Y5I O G FOR SPACING a.a M2 TYPICALANCHORS LL W S2 i I N FOR SPACING Z f9 I(a��1 Jp \y \ Q W lif I� @ I E6 EG S2 MIN.. • v TYPICAL ANCHORS !� !� M2 .' • ^' I SEE ELEV. .°' Ij li w S SBY FOR SPACING l 9- n WOOD BUCK E6 E2 EJPyc' 0 w O Lu 0 I` 6 MIN. 2 3/ , 1/4' MAX. � BUCK HEIGHT 1/4" P GAP � N o x I� WOOD STRUCTURE NOT BY CGI 1/2- MIN. 1/2- MIN. d O tM n n __ �� E2 C2 z 0 Z( 3 N 2 3/I �-�� I FIN FRAME M2 CAULKIIN o a TYPICAL ANCHORS: SEE ELEV. FOR SPACING I I O #8 SMS (GRADE 2 CRS) h44 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES tU WHEN USED THE MIN. WOOD 1-1/4- MIN. PENETRATION INTO WOOD BUCK DEPTH SHALL BE 2%". n THE USE OF DEEPER OR W 12 W E6 E3 BEVELED WOODBUCKS IS HOUSE WRAP a PERMITTED. NOT BY CGI EXTERIOR $ BUCK WIDTH BUCK WIDTH r-====_____________ F =_= MIAMI-DADE COUNTY I I I MIAMI-DADE COUNTY APPROVED I I a •� a n o 0 I j j I APPROVED MULLION I MULLION & MULLION ANCHORS I u o w s I 1 dt MULLION ANCHORS II SEE SEPARATE NOA 10 I� II II SEE SEPARATE NOA I I I I _ 11 1 1 L_______ ________ J _____ _ _____ _J En9r. JAVAII AHMAD CIVIL PRODUCT REVISED I 0 1 :... .. .: :. '.. ' .. .. :...' .: .. .... FIA. PE f 70592 ns mmplying with the FIaTTda I I Buildiu Cad.Acecpl.ca ANCHORSSEE IYO15 NoJ -04� n3 iretion le a,9 8 vTYPICAL drawing no.FOR ELEV. ➢y /014 SPACM Mr Dadc Pmducl n 1 \ 1 X 1- SMS. 10_O'] /�11 G sheet 5 of 6 1.995 -r 4�ru�j .812 LJ FLANGE FRAME 2.505 ,068 g .812 1.49$ 895 065 TYP. 1.335 OE2 FLUSH FRAME/FIN FRAME 675 .995 ��IL 1.184 E3 GLAZING BEAD (LAM. GLASS) �•{ �.12D .050 .995 IYP 1FI 125 �IA84J .500 —- M4 E4 GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL. 1.130 F^.065 1.550 1.680 1.450 r.1eo 1---'� L •550 050 .050 1.395 E5 NAIL FIN ADAPTER E6 FLANGE ADAPTOR j�--1.3951 LII 1-.160 1.119 291 —� .050�7 .050-� 0" B M3 FLUSH FRAME COVER M2 O SCREW COVER BA ESGRI N"= - E1 CGI-118 4/ WOW. FLANGE FRAME 6063—T6 — E2 CGI-119 4/ WDW. FLUSH FRAME/FlN FRAME 6063—TO — E3 CGI-121 4/ WOW. GLAZING BEAD (LAM. GLASS) 6063—T6 — E4 CGI-123 4/ WOW. GLAZING BEAD (LAM. INSUL. GLASS) 6063—T6 — E5 CGI-11D 4/ WOW. NAIL FIN ADAPTOR 6063—T6 — E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR 6063—T6 — M1 CGI-382V AS READ, GLAZING BULB VINYL PVG M2 CGI-124 AS READ. SCREW COVER— OPTIONAL PVG M3 CGI-112 AS READ. FLUSH FRAME COVER PVCM4 — OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8°) 6063—T5 ;;;; MS — 2/ LITE SETTING BLOCKS EPDM S2 010 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST CIRCULAR WINDOWS JOINT S RECT, OR SQUARE WINDOWS TYP, CORNER DETAILS ICU] Ira a vg aLL o&Qo 04� I((ryry��� opJ W el� F Engr: JAVAD AHMAO PRODUCT REVISED o l CML as FLA. PE Y 70592 ero^'P7I'mg with the Florida Building Code ^ C.A 3538 Amplanee No I iralion Dato lnr�U S o y z By 2015 Mi�product drawing no. W10-02 sheep St REVIEWED & APPROVED FOR: ���� Lot_, Queen's Island r erve BY by: -�_ date: Randall E. Stofft Architects, P.A. �8A�-M1.�ADE FL# 0011105, FIR M# AA00379 �IIA�tiiI-DARE COUNTY e2RF,--- PRODUCT CONTROL SECTION DEPART1XIENT 0I' REGULATORY AND ECONOMIC RESOURCES ' 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w`rw.miamidade.aov/economy CGI Windows & Doors 10100 NW 25.`1' Street Miami, TL 33172 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 (hi 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 "Sentinel 110" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. B.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with the revision B dated 09/09/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade Cotmty Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at Ahe request of the Building Official. This NOA revises and renews NOA# 11-1115.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document rir0ntioned above. The submitted documentation was reviewed by Manuel Perez, P.E. �ifr f NOA No. 14-0915.06 Expiration Date: September 22, 2020 r 5 Page I Approval Date: February 05, 2015 it WANNER = 'BY M IAM 1,DADE - a° Lwa Gown �IIAiVII-DARE COUNTY ME PRODUCT CONTROL SECTION DEPARYINIENT OT REGULATORY AND ECON0111C RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3I5-2599 NOTICE OF ACCEPTANCE (NOA) wrny.miamidade.eoy/economy CGI Windows & Doors 10100 NW 25.'h Street Miami, I+L 33172 SCOPE: This NOA is being issued under the applicable nines 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 (AHD). This NOA shall not be valid after the expiation 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. PER 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 "Sentinel 110" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with the revision B dated 09/09114, prepared by Al-Farooq Corporation, signed and sealed by Davad Ahmad, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/serles, and following statement: "rMianni-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. TERIYHNATION 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 put -poses shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: Tie NOA number preceded by the words Mianni-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at.the request of the Building Official. This NOA revises and renews NOA# 11-1115.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. =` /� NOA No. 14-0915.06 MI0.n7bDADE nuNTY Expiration Date: September 22, 2020 Approval Date: February 05, 2015 Page 1 C CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03, titled "Series Sentinel 110 Ahura S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision B dated 09/09/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifortri 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 a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510. 11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5"' Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERNAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas© Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (i12A) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619114, expiring on 05/21/16. Manuet P6rpz, P.E. Product Coutrol aminer NOA \0915.06 Expiration Date: September 22, 2020 Approval Date: February 05, 2015 F-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated Febi-nary 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Proposal No. 09-0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted under NOA No.1 0- 0510. 11) G. OTHERS 1. Notice of Acceptance No. 11-1115.08, issued to CGI Windows and Doors for their Series "I10 Sentinel' Aluminum Single Hung Window - L.M.I. approved on 01/12/12 and expiring on 09/22/15. Manuel 1 erez,,P.E. j Product Control xa niner NOA No. I 915.06 Expiration Date: September 22, 2020 Approval Date: February 05, 2015 E-2 NTINS APPLIEI FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI—DADE COUNT APPROVED WINDOWS USING MIAMI—DADE COUNT APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. e EQUAL LEG FRAME CENTER ANCHOR REQUIRED WFIEN SPACING EXCEEDS 20 9/16" 52 1/B' BUCK WIDTH 47 7/16' UNTINS D.LO. (FIX. LITE) APPLIED) 20 9/16' ** 5 1/2' I.M. MAY_ in n FALSE (SURFACE U TYPICAL ELEVATION II li II II n d D2 =111 lt� u u _-_II -tl-- - -it----- II II ��II 7 1� II II 47 7/16' II D.L.O. (VENT) 50 1/4' FIN FRAME to_e" LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT •; `L-L' =_ _ Mgr. JAVAD AHMAO o CML PRODUCYREVISBD FUG. PN1 70592 m complying with lllo Florida CA. 3538 puflding Code l/•Q�IS'O Acceptance NO Y �, L pxyirnlion Dal25011 drawing no. ;1j Dadc Pto AJ2 15 f"ll W10-03 C7>Myoz n Zp fi v0m Doc,o 1Az� �D n i c 14 mo�N m zoz i -40 O 0t(O N (N In 0zn� 1 C) m HEIGHT m nac I m N GL•ICIIi�L17EC�R1t� I♦_�- O E • u m `•' •\\SWm��CyN ' • ' ' C 2 C N GN to NNO " z HoO G O O O O C C G b G O b InO C O y x v T V: � y O O O O O O O O O 0 0 0 0 0 b O O O b b b b b b O G O O 0 0 0 0 W O l l O G C O C O O O G C O O G G G O G G C G O C G Ob b O C G I b c Z D D r mm O m r 'O m VENT SERIES SENTINEL 110 ALUM S.H. WOW. (I-M.I./S.M. CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 u u ; Hl�lml�l� AL-FAROOO- CORPORATION ENGINEERS & PRODUCT DEVELOPMENT =35 &W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 26448100 FAR. (305) 262-6978 1/8" ANN. GLASS .075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 090" Interlayer DuPont SentryGlos By 'E.I. DuPont Be Nemours & Co.. Inc.' 1/8. ANN. GLASS m SILICONE i BE 1200 COW CORNING 899 1.11 0011 CORNING 995 � V 11, W 0 LW E8 x A14 AT 1/4 POINTS ON LITES W WIDER THAN 36" GLASS TYPE 'A' 5/16' OVERALL LAM. GLASS 1/4" AIR SPA( 1/8" ANN. GLASS i N /8" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Interlayer 1/4' AIR —Saflex Clear And Color Glass By 'Eastman Chemical Co.' 090" Interloyer 1/8" HEAT STREN'D I DuPont SentryGlos By E.I. DuPont Be Namours & Co.. Inc.' 1/8' ANN. GLASS N 1/8" HEAT STREN'D GLASS .075" Interlayer Sollex CP With PET Core By 'Eastman Chemical Co.' 090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co: 090' Interlayer DuPont SentryGlos By 'E.I. DuPont Be Nemours & Co., Inc.' 1/8' HEAT STREN'D GLASS SILICONE a GE 1200 DOW CORNING 899 M1 DOW CORNING 995 O W E8 F' AT 1/4 POINTS ON LITES W M4 WIDER THAN 36" GLASS TYPE 'R' 5/16" OVERALL LAM. GLASS 1/8" HEAT STREMD GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co: .090' Interlayer So flex Clear And Color Glass By 'Eastman Chemical Co.' .090' Interlayer DuPont SentryGlos By 'E.I. DuPont De Nemours & Co., Inc.' 1/8' HEAT STREN'D GLASS SILICONE C SILICONE GE 1200 i m GE 1200 DOW CORNING 899 uu DOW CORNING 899 DOW CORNING 995 1 DOW CORNING 995 3 s M O O W E9 W E9 h W A14 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES GLASS TYPE, 'Al' GLASS TYPE 'HI' 0.70' OVERALL INSUL LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS (L.M.I ONLY) (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED. AIR SPA .. CONSISTING OF SPACER: Engr. 1AVAO AHUAD ry METAL SPACER AROUND CIVIL PRODUCTREVISED THE PERIMETER OF THE GLASS. FtA PE 70592 as complying wish the Florida H �_ C.A.N.538 Building Code g a Acceplsurce ho Q"J t Bx l Ilion Dale A,0 y " :�fiar ode Product 1 74Cant�0 drawing no. J 7 15 L W10-03 sheet 3 of 9 �1 EV `"°RS FLANGE & FLANGE ADAPTOR FRAME 1BY 1'lOOD BUCK I FOR SPACING 1AEfAl - LV , a .�'. t .. _ '.EOCF.0IST.- STRUCTURE o r z a d' o a g " d,a•` Jg� TYPICAL ANCHORS o Z SEE ELEV. m o F - -- --- --- --- --� Ir -- it 0 Q FOR SPACING o o E GEE X 1 I MWAI-DADE COUNTY APPROVED 11 �4 I� MULLION &MULLION ANCHORS I1 ikil f I a .... ..-. . v EDGE DIST. 3 m GIST` o x 1I SEE SEPARATE NOA I I c N I I It 1 9 Ci p ° U O y3 �- 'EDGE 015T. 11 I L- ___-- _-_ - ____-_—'� �+t IL w C. EB I cc— T aqq a- P7 ° i �i u M2 S5 a N TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. 0 0m. Q 0 dI r` 00 D FOR SPACING FOR SPACING Q 3 4r G I I ti 1 i IA9 LL z U) t U, a� aoi 0 2 3/8- MIN.- I WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. m 5 y SWEEP LOCK 2 3/8, MIN. TYPICAL ANCHORS: SEE ELEV. FOR SPACING N .11 OPTIONAL TO v rl EGRESS LOCK SILLofo ` ` 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSI)AT ], A" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 3 O Ow 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES = OEs 1-1/2" MIN. PENETRATION INTO WOOD G n� E4 THRU 1 BY BUCKS INTO CONC. OR MASONRY V) _ Lo l - 0 I I WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o pN� DEPTH SHALL BE 2%". THE USE OF 0 TT DEEPER OR BEVELED WOODBUCKS IS DIRECTLY INTO CONC. OR MASONRY w Z Z N 1 PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o = n i 414 SMS OR SELF DRILLING SCREWS (GRADE 2 clts) „r U < o < F i INTO METAL STRUCTURES o STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) w ALUMINUM :. 1/8" THK. MIN. (6063-T5 MIN.) R o p (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) a V wZ " INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") ° R N [ ! (NO SHIM SPACE) g d1 N 0 gg s4 TYPICAL EDGE DISTANCE S 1 i A23 INTO CONCRETE AND MASONRY = 2" MIN. E6 INTO WOOD STRUCTURE = 1" MIN. i INTO METAL STRUCTURE = 3/4" MIN. !A9 tl 0 - WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 114 CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. o OA2 C C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. _ 14 t< • • n Engr. JAVAD •AHMAD PRODUCI'RC•.VISEDCM o • ..'. > .•-•-d y.- q• .d . ' ? .�z. FLA. PE R 70592 m complying with the Florida CAN. 538 HuilJiug Codc antt Acjcf,'. _ ExDmc 4ro ,Ir EOCE DIST> " TYPICAL ANCHORS ELEV. '• • 1 1 1YPICAL ANCHORS < - FOR SPACING e SEE SPACING D�f i 1��jjj yit�L1'.LE 15 adc Ptoduct Contfo� Mi.SEE A dr°vring no. WOOD BUCKIBYJ FOR SPACING t W10-03 sheet 4 of g Tr 7YPICAI FC WOOD :AL ANCHORS ELEV. SPACING FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. (a-&-R Z n O I- Np a. G 0 IL �Q 0 vo H or m ° Oa¢o 0 �GOV� 0 QIn3,�G IL z In J �Ma•� Q Lu o r nr: J.1VPD AHAUD PRODUCT REVISED CIVILas—uplying with [I,. Plotidn r FLA. PEN 70112 Building Cod. ,1 , C.IN. 538 Acceptattc. No =1� _ �' L'spiralion Uate t �pval (y�11 "( (U15 htinur` ado Product Confro drawing no. 1/ G / W10-03 TYPICAL ANCHORS SEE ELEV. METAL TURE EQUAL LEG FRAME o 1BY FOR SPACING W WOOD BUCK = d e • 4 e : ..: a, <• I .... d - 'EOGE°.DIST. .° TYPICAL ANCHORS � SEE ELEV. m FOR SPACING o 0 u�i GE DIST. 3 EDGE I T. I ------------------ I I I MWAI-DADE COUNTY APPROVED 11 I I MULLION &MULLION ANCHORS I I SEE SEPARATE NOA o • r % m W z Z C 1- F w :.. N 0 N II I N a \ m$ 0 3 \ I EDGE DIST. � i 0. CI o U E7 � O LL Al ES --- II ti = � TYPICAL ANCHORS TYPICAL ANCHORS 0r IL M o1 it II IA2 SEE ELEV. SEE ELEV. 0 6 Q 0 e1 q FOR SPACING FOR SPACING 0 e$ TYPICAL ANCHORS EMULLLION Q w 3 'I SEE ELLV. FOR SPACING RIOVED &MULLION ANCHORS t!. 2 1 N - O i t7 o '� ' M9 1/4" MAX. BUCK WIDTH BUCK WIDTH SEE SEPARATE NOA BUCK WIDTH J O ((�y Z Q, W ei Q J SHIMS —`� 2 O N d ii 11 ' rr- —l-T I SWEEP LOCK OPTIONAL TO T 1/4" - _ _ _-= I I J n AT EGRESS LOCK -_ _ I I --- !n AT SILL o O n I 1 O 0 W � 2 N a' 1i ed I I J o 10 ,-- m Q C`I n 1 #14 )(1" FH. SMS. Z_ Z W N E3 E8 (� I U O Q J i F = N W W x EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY - 0 O ';'; INTO WOOD, CONCRETE OR METAL STRUCTURES R WITHOUT THE NEED OF A WOOD BUCK, a o s . I� b v ' 2 3/8' MIN. = d s4 1 23 �•-.a `` ° I o 1 Efi n��_\`�s 2 3/8" MIN. - ._. a 9 a it N G z TYPICAL ANCHORS Ul 0 o 0 ^ O1 _ M9 ° -' 9.' j 8 I SEE ELEV. FOR SPACING o0 I Qj C. 1 A2 I 14 \ n m E2 ^ gr. En JAVAD AHMAD PRODUCT REVISED �+ [ . ------`' WHEN USED THE MIN. WOOD BUCK 2 DEPTH SHALL BE 23/8'. THE USE OF CIVIL FLA. PE d 70592 as complyiagwit6 it.. FIwid. Building Code AcceptwtccNo i�t'G EaimtionDatc 'j(yjQ 77 - 1 9 g o • ' EDGE DISy - `} `• �' '- �" TYPICAL• ANCHORS ^ DEEPER OR BEVELED WOODBUCKS IS AJN1. B7f1 a �' howl ade [o uct Cotllrpl . drowing no. •-'1YOOD ^' ^ SEE ELEV. FOR SPACING PERMITTED. ��� ��` t--� W10-03 BUleyCK sheet 6 of 9 0o EXTERIOR go zOm� yN my ti C vm nai N 2 o 1"- 02-02-10 revisions: SERIES SENTINEL 110 ALUM S.H. WOW. (L.M.I./S.M. no o e escrl Ion O�sealed 1�2• 1• A 08.13,10 NO CHwDE TN6 SXEET CGI WINDOWS & DOORS ,0 9 09.09.14UPDATE) TO 2014 FSC 10100 N.W. 25TN STREET d. by MIAMI, FL. 33172 GI chk by. TEL (306) 593-6590 FAX. (305) 593-6592 0 K O j 9 zo 6 r Em 0 z c LO to z 0 N y 0 m O O m 0 o O 0 ~ O C C n m (A C f AL-FAROOQ CORPORATION[ a ENGINEERS & PRODUCT DEVELOPMENT =3S S.W. 87 AVE MIAMI, FLORIDA 33174 TEL E305) 264 9100 FAX (30S) 262E978 W N 0 e SI c nI 2I e cI Q1 e o00000000OONO00 I I I I T I O V I I Q N T I m VON 0 0 0 0 0O0I ">3 T O. N I p N O n N O O N N O O N O 0 A 0 O O N O N N O yy O Z y O 2 D D y D A y Z .mZ O m O >D O D p O O n K m m m r (yA CmA•� !SOm� CrOysm AO Zm JrC X-N%• SNDrm r O Or mD.0� NX OmS 9(N�a fNOj OZmx Cm�1 2 S0 >X.O Om Al n O Z O m m Z O� S m N A r O A n ly m1 N a N T C Z O jG` ( Z m O O NN r CS v m m W O t\n O O T T N > N u 'oy W r m ma y pz I o k D N � m S x � o m 00 A K 2 N N O 7J o o. W o W W 0 0 W U 0 > W Z n O Z p Z Z VI W m N O~i N tT I O, O, I I W I I I b •:. 3? A A O b m K 9 m g m m v I C n m A;o A p '� A Z G mo C om ? A C m A C 2 z ? 2 m D Z .'0 �p a ante: oz-oz-lo revisions: SERIES SENTINEL 110 ALUM S.H. WDW. (L.M.I,/S.M.I.) AL-FAROOQ CORPORATION a o no ee escrl Ion ENGINEERS& PRODUCT DEVELOPMENT O�, a oe.ls.lo aEv. PER sao covvEms CGI WINDOWS & DOORS 9235 S.W.87 AVE o e o5.0e.ta UPDATED TD 2014 FBD 10100 N.W. 25TH STREET MIAMI, FLORIDA 33174 + I ar. sr MIAM.I, FL 33172 TEL (30S) 264-81.00 FAX. (305) 2626978 W ° al ey. TEL (305) 593-6590 FAX. (305) 593-6592 COMP-ANL\W10-03CGI �2.505 _ 2.505 IIII.�- --{�.065 7rf G� Y co U 0 1.74� .8I1 I .745 -l- .811 1.245 1.550 0 52 I O Z a 1.015 745 O654 E12 FLANGE FRAME HEAD 1.015 et FLUSH FRAME HEAD 1.395 E11 NAIL FIN ADAPTER ,,0 Q O V 0 p a¢c 0N u. 1.583 1.583 1.007 I Typ. ttP. 065 TYP. .745 .06p :4 2.113 I I a K 3 Q N J N 0 N : o 1.368 @ m _ 3.675 1.429 I jl- 3.175 1.42 3.175 1.015 I IDmo_. t. VENT TOP CORNER g 0 N 1.000 .500 E4 MEETING F- 1.220--i RAIL FRAME TOP CORNER / � 3 O = 0 vi m (n m M w =No E i .500 z.sos O FLUSH FRAME SILL 2.505 E14 FLANGE FRAME SILL 1.220 1.043 .500 1.301 F-1.J01 1 1388 /� 0'O N e 0 0 to r7 065 TYP. F.065 TYP. O65 I TYP. - I 52 4 Z z S 3 N Z w 6 C)F_ n O 2.440 I � 1015 2.440 1.015 L �If 1.01.5 E5 LOCK RAIL I � FRAME BOTTOM CORNER w (j fn Uo� � w 12 Q 2.195 --j .PIII- VENT BOTTOM CORNER �+ .745 2.846 745 2.346 � O . E13 FLANGE FRAME JAMB E3 oj. FLUSH FRAME JAMB 1.89 2 .490-n 7 T` 120 Typ. tt 1.T1.0l5 z 50 ttP. - -�I }�- .705 .050 TIP. _O I 52 3 v n 0 0 _ 0 .664 -d •e64 HAND RAIL 4 o a m E8 5/16" GLAZING BEAD O .700" GLAZING BEAD f 1-�1.395--�I r� 1.4M19 293 1.395 •74 Engr. JAVAD AHIAFD PRODUCT RBVISED CML ns com 1 iu ill, the Florida 1.450 FLA. PE YY 70592 Y Y 8 180 CAN. JSJe DnI1Jin8 Cole Aceeply�co ExPimli(((u/��n Dulc- r j o r iv g n .OSO 065 .O60J 1.413�I 1 1.025 O65 1 015 I -55J .050 iY, j�U I;Yij,{,f�•fd.f�6.��j � Mian aJeYrodudContrat o 9 O drawing no. �� W10-03 M3 FLUSH FRAME COVER 19 SCREW COVER E7 SASH RAIL Eto FLANGE ADAPTOR sheet g of 9 4 FanZll ED &APPROVED FOR: Queen's Island r se a BY tj C date: S at tucfe'�'�lll�d E. Stofft Architects, P.A. MIMIAMF 11105, FIRM# AA00379 MIAMI-DADE COUNTY, FLORIDA - - _ 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 (78.6) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 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 assurgnce 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 "Clipped" Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by Al- Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Renewal 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 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. REVISION of this NOA shall be considered after a renewal application has been filed and. there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or. any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is. displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its' distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0221.10 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 Jaime D. Gascon, P. E. NOA No. 12-1220.15 MIAMMADE COUNTY Expiration Date: March 28, 2018 �Approval Date: February 28, 2013 2 Zvi 1� Page 1 M AMI. MIAMI—DADE COUNTY, FLORIDA • 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 f NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Clipped" Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by Al— Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Section Renewal 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 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. REVISION of this NOA shall be considered after a renewal application has been filed and. there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0221.10 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 Jaime D. Gascon, P. E. NOA No.12-1220.15 APPROVED I MIAMI DARE COUNTY S�1 Expiration Date: March 28, 2018 -�Approval Date: February 28, 2013 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0331.07) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by Al—Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 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 along with marked —up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for specimen no.'s 1 and 2, signed and sealed by Vinu 'J. Abraham, P. E. (Submitted under previous NOA No. 08-0331.07) 2. Test reports on: -1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked —up drawings and installation diagram of fixed .windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, .signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 95-0929.39) 3. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked —up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA No. 95 0929.39) C. CALCULATIONS 1. Anchor verification. calculations and structural analysis, complying with FBC-2010, dated 02/10/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No.12-0221.10) D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER . Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28, 2018 Approval Date: February 28, 2013 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 12/07/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. HTL4080410548, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL4080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-0221.10, issued to CGI Windows & Doors for their Series "Clipped Aluminum Tube Mullion — L.M.I.", approved on 05/10/12 and expiring on 03/28/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28, 2018 Approval Date: February 28, 2013 E-2 2.000 ;7 O ao m O j TYPICAL Q a 4.000 GLAZING PRODUCT O 0W c C. LL D .000 p b a CLIP ANGLE 6063-T5 t 6.000Ll ` V 'o m cy C j M paao.+ �I0O�m� O Q k1ZIn c � .715 J t7 2.000 3.000 .000 Q w 1.875 .125 O h-2.000—�i MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL 3 N - SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING �n ALL MULLIONS 5063-T6 MIN. o z U w < O CI 9 9 In 0 Dl o z O Of N N o MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL COUNTY 4 N v) M e 3O Nr7 MIAMI-DADE APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. M z a RECTANGULAR ALUMINUM TUBE MULLIONS z 0 Z ti ,n 3o�v o ¢ w c3 e USING MULLION PROPERTIES ONLY O 0 o NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). o MULLION CLIP FOR 18Y TUBES ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD. WATER U u o 60633TT6 INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. (ALT. TO 2 PIECE CLIP) ., WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 21 w o n a ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT 1.700 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). m o e o o = INSTRUCTIONS' ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. USE CHARTS AND GRAPHS AS -,FOLLOWS. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.- ry N U m U o 2.000 .125 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 MATERIAL INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT FOR PARTICULAR OPENING. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. STEP 2 USE DADE COUNTY GLAZING PRODUCTS MEETING n O ABOVE LOAD REQUIREMENTS. En9r. ,1AVAD AHMAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CIVIL APPROVAL. FIA. PE i 70592 ai ° 3 4.000 �-�1 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH FRODUCf RENBWRD CAN. 3538 STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED as complying %Ntbtho Florida n IN STEP I ABOVE. Bmld, Cade 12„1 1rJ. l O drawing no. 9 5-13A MULLION CLIP FOR BY TUBES USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS Aca�lci1CO ND 1 l pat o STEPS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING Ex .i/✓ !S MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. qEC1©201't CGI-395 6063-T6 BY �----M (ALT. TO 2 PIECE CUP) Mtcn•10A:k•I'.••• sheet 1 of 5 I ----, ■�.■'., .■1 ■NNEN ■■"-me ��am�m MI II 1 TnNI I nAn rUADT ■i■.■■\M ME NEESE .. ���\fir.\�..��..■ .�.■..■...■.\\■. . �..1\■■■■■■■. _.e■..�■....... 1\■OEM No MEMEM 1\■.\...�i■\ \\■...■\■■■IRM■ ■.■ENMEMEME 331 TRIBUTARY WIDTH - INCHES 1x3x1/B ALUM. TUBE NO STEEL CGI1%3 N — INIHUTAHY WIDTH - INCHES MI II 1 TnNI I nAn rUADT ■m'.■`, ■■S►■i■ 2B 25 30 3S 40 4S SO SS 60 6S 70 7S BO SS TRI13LITARY WIDTH - INCHES VERTICAL MULLION z GLAZING GLAZING j PRODUCT PRODUCT N rn a Z O� H w n w Z W OIL " Q° O W1 W2 V G M ARCHES TO BE INSCRIBED O C Q as INSIDE RECTANGULAR SHAPE O 0 HORIZONTAL MULLION a W U1 a o Z "GLAZING Q w tei F F PRODUCT " �� O N J 1 M 3 3 N GLAZING GLAZING W PRODUCT PRODUCT In n 0 W a 0Ul A 0 W Ir MULLION SPAN _I Z t O qJ U) N o r` 3 LO HH'7 N I J M TYPICAL MULLION ARRANGEMENTS u' 0 3 z Z z N 30 -M WIDTH (W) w1 2 W2 o ¢ w m 0 0 ZZZg Zg m 112,12,11 NOTE: c d MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. o o W (INTERPOLATION BETWEEN WIDTHS ALLOWED) pRCDUCT ILT=P:CFJ _ Engr. JAVAD AHMAD •Yiur file FiO°L�D q, corr:plyil:fJ CML Bnildi""' 12- VZ `z FlA A PE 70592 Ac:ept''CCR 12'D 4-.r-ey l0 o'Oe C.A.N. 3538 t� a .� Mtsa Ade Product Control � drawing no. MULLIONS JM9p nFC 1 � ZQ?2 sheet 2 of 5 sheet LL N a O z H ❑W rWAMT 111 oil 1 moll ------------------ 20 25 30 35 40 45 50 SS 60 6S 70 75 80 85 TRIBUTARY WIDTH - INCHES m ANruno I nnn —ADT logo I M ki IN logo N LL _a ❑o 0 Z H ul 20 25 30 3S 40 4S 50 5S 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES III loll ill goals I 1 011 11111 logo 11h 'hqh 20 25 30 35 40 45 50 S5 60 65 70 75 80 8' TRIBUTARY WIDTH - INCHES ANCHORS TYPE 0 ANG 0 IN ANCHORS TYPE 0. B, C ORD VERTICAL MULLION z O GLAZING GLAZING PRODUCT PRODUCT U' Z r z O_ z ,P0q F- lu m � Q n N OW M a Q; C LL 0 V V � end cy a ¢ < odo°pdp Q � HORIZONTAL MULLIONLL Z N o ANCHORS TYPE J CI M Q J 0. B, C OR D ARCHES 10 BE INSCRIBED �tyy IN DE RECTANGULAR SHAPE Q W el ANCHORS TY E 0.B, COR GLAZING ' PRO OU�(CT \ ANCHOR ETAIL 81 GLAZING GLAZING PRODUCT PRODUCT I_ MUWON SPAN m I _J o m N 2 ANCHORS TYPE A. B,CORD p 4 In w 0 00w Z O_ 0: .61N r ~ Q N J m W Q _ 1 N Z ZZLLN 3o=M TYPICAL MULLION ARRANGEMENTS o a WIDTH (W) wl + wz 2 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER - o LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) PRODUCT VM- WED M complying mi0d 0Lu Florida Bail�3r,C�a� 12- o. t5 2Aeeepl.* ce Alo _ Er.11 ".a Cte,4 14 Niiuri Uade Pro as Cont:o , _ 20 25 30 35 40 45 50 SS 60 65 70 7S 80 Sr. TRIBUTARY WIOTH - INCHES AN C IH 0 R S CIVIL FLA. PE 8 70592 CA.N. 3538 Gc��2e» i o drawing no. M95-13A ARMORS ANCHOi23 TYPE—'B AWQRQRS-TYPE— C :2�� v NBTCH WOOD BUCK I 'n d/4" 0 ULTRACON �. 1/ ANGLE '�.1/4" .TO ACCOMOOATE CLIP,ANGLE TO MASONRY m j z Z ° OULTRACON 2/ANGLE ^ 2X2%1/8" ALUM ANGLE 4 2X2X 1/B"O ALUM ANGLE e f n �- 14 S.M.S. 14 S.M.S. �' O2/ ANGLE 3/ ANGLE awro A . -1/4" 0 ULTRACON.' 1 EMBED4 .2/3ANGLE 0Om p I � LULLION � MULLION CONCRETE OR JptmVa� Q w .{ f NASONRY BLOCKS O 1BY OR 2BY WOOD BUCK 1BY OR 28Y MULLION MULLION WOOD- BUCK N J_ e 2 X 2 X 1/B" -Z MULON 2n°3 M ANGLE LONG ALUM ANGLEALUM 2-5/8" LONG -/OXOGBALUMANE 5 8'LNG2-5/8" °° '• nOO ,. d _o_Z_____ ___�II1II WWO UIZ O: O ~ o I1IIII W) I. HN Z Zl ._ - _d �.� 0 d 1.500 OCOJWQ>> MAX. d 1.500 MAX. o M L I I - MULLION i N I I 2 X 2 %1/B" ALUM ANGLE I I m 0 m m ° - I � � 14 S.M.S. � I 1.500 I I 2/ ANGLE i MIN. 1/4" DIA. ULTRACON BY 'ELCO(Fu-177 KSI, Fy=155 KSI) WOOD BUCKS . NOT BY C.G.INOTCH — ANGLES M SS MARBLE SILO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I I MUST SUSTAIN LOADS IMPOSED. o I i •n ' I I OR TRIM I 1-3/8" MIN. PENETRATION INTO WOOD PRODUCT' RENEVIBD Engr. JAVAD AHMAD o de o„complyisf, arilh the Florida THRU 1BY BUCKS INTO CONC. OR MASONRY ". r� 1-3 8" MIN. EMBED INTO CONC. Building Coru�. (Z,- ( Q, AcecP4ulcc NO ' CIWL S FLA PE B 70592 CA.N, 3538 1 a �. d ° io 1-1/4" MIN. EMBED.INTO MASONRY EX (Date d ° ` " d PRE&$T CONC. e SILa ° ° 8 1/4' DIA ULTRACON TYPICAL EDGE DISTAT Miami Dade Product Contm INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE o drawing no. mC). -1 3A 1-3/8" MIN. EMBED I/ ANGLE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. pEC e19 sheet 4 of 5 ANCHORS TYPE 'D' �� 1 TUBE MULLION m n Z Z 1 %2, 1 %3. 1 %4 G m 0 O FIL71 Q Cl IL N TRIM WOOD BUCKS O w m TO INSTALL ANCHORS 4. ACCESS HOLE C U r #12 X 1/2" S.M.S. () 7 � SEE CHART FOR QUANTITIES TUBE MULLION Q I a Wa � a a a I ____________ _____________ C a3 pope d . ANCHOR N0. OF 0:N O w N CHART SCREWS TYPE A& D 2 Q 3 LL W 'n 6 o ..\`. 1/4" X 1-3/4' TYPE B 3 _ LL S In P ULTRACON TYPE C 4 _____________ ______________ .J O M < Q w ALUN PLATE O 1/8" THK. (6063-TB) I I THIS SCREW CAN BE I I �#12 X 3/4 FH SMS m INSTALLED IN EITHER I I 1 PER CLIP AT 1X2 & 1X3 MULLION f3 j DIRECTION I 2 PER CLIP AT LARGER MULLIONS w I Q m ALUM CHANNEL 3/4 X 1-3/4 X 3/4 X 1/8* I j LENGTH TO CLOSE FIT INSIDE TUBE I MULLION O Q 1/8- THICK ALUM CHANNEL I 1BY OR 25Y TUBES LENGTH TO FIT SNUG I I INTO MULLION I N U W of 3 N o ' ANCHORS DETAIL # 1 J Z U M z N o c'- I METAL TO METAL CONNECTION Y _z 3 0 — n I 0 I I 12 X 3/4" S.M.S. . I—S CONNECT PLATE TO CHANNEL C o o S MULLION I I I - I I I I I � I I ALUM PLATE c v o y o n H 1-1/4• I I MIN. I I O Engr. JAVAD AHMAD u� _ CIVIL d.. ._ p 9 PRE6A$T CONC. e 9 2" MIN. FLA. PE i 70592 pRODUCT RENEWED CAN. 538 � g T a a SILL EDGE DIST. z complying with the Florida Building Code �J o u ULTRACON 1-3/8" MIN. EMBED Acceptmrce No �/8 Expi n `ato 2 PER PLATE BY M95-13A Miami aueproductCantro DEC 1 O ?pi sheet 5 of 5