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HomeMy WebLinkAboutNOA 14121201M IAM I•DADE 1FIIA&II-RADE COUNTY o 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) wwNv.miamidade.eov/eeo110111y SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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, includiirg the High Velocity Hurricane Zone, DESCRIPTION: Series "300 StormSafe" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07-49, titled "S-300 StormSafe Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 05/18/07, with revision F dated 11/20/14, prepared by AI-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: Tile 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 tine manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0221.08 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 14-1212.01 f. d Expiration Date: August 29, 2017 t ✓� Approval Date: March 26, 2015 Page 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-49, titled "S-300 StormSafe Alum Fixed Wdw. (L.M.L)", sheets 1 through 7 of 7, dated 05/18/07, with revision F dated 11/20/14, prepared by Al-Farootq Corporation, signed and sealed by Javad Alnnad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-SIW-14-017A, dated 09/26/14, signed and sealed by Yamil Gerardo Kuri, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Drop Load Test, per CPCS 16 CFR 1201 (Cat I I)and ANSI Z97.1 along with marked -up drawings and installation diagram of an alurninum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-SIW-14-017B, dated 09/26/14, signed and sealed by Yamil Gerardo Kuri, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0525.01-10, dated 06/09/10, and addendum letter dated 06/09/10, all signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-0715.03) 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 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4110, dated 01/15/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) Manuel Perez P.E. -� Product Control Milner NOA No. 14-1212.01 Expiration Date. August 29, 2017 Approval Date: March 26, 2015 E - I SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTLNUED) 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4111, dated 01/25/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 6. 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4112, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 7. 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4113, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 8. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4114, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted ander NOA No. 07-0604.05) 9. 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05 Manuel Perez,.P.E.`l Lr l Product Control Exao'iner NOA No. 14-1212.01 Expiration Date: August 29, 2017 Approval Date: March 26, 2015 E-2 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 11/18/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies Nvith ASTM E1300-09 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 (DIA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated November 18, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4110, HETI-07-4111, HETI-07-4112, HETI-07-4113, HETI-07-4114 and, HETI-07-4115 issued by Hurricane Engineering Testing Laboratory, Inc, dated 01/15/25 and 04/09/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-0609.05) 3. Proposal approved by the Product Control Section, dated 09/19/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 12-0221.08, issued to SIW Impact Windows, LLC for their Series "300 StormSafe" Aluminum Fixed Window — L.M.I., approved on 04/26/12 and expiring on 08/29/17. X! lAzzeL Manuel t`e4, P.E. Product Control,Ex finer NOA No. 14-1212.01 Expiration Date: August 29, 2017 Approval Date: March 26, 2015 E-3 WINDOW WINDOW WINDOW WIDTH � WIDTH � WIDTH � �F WINDOW WIDTH 0__ WINDOW WIDTH 0 w 3 WINDOW WIDTH 0 � J � I WINDOW WIDTH _ F_ w I ii 6" MAX. ANCHOR SPACING AT CURVED FRAMES 12" MAX. ANCHOR SPACING AT STRAIGHT FRAMES ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SERIES 300 STORMSAFE ALUMINUM FIXED WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI--DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 AND 4. 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. ALL SHIMS TO BE HIGH IMPACT, NON --METALLIC AND NON—COMPRESSIBLE. 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. 12" MAX. HEAD/SILL WINDOW WIDTH TYPICAL ELEVATION 6" MAX. HEAD/SILL CORNERS WINDOWS WITH GLASS TYPE 'Cl' COMPLY WITH REQUIREMENTS Of ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. gr: JAVAO AHMAD PRODUCT REVISED CML as complying wit13 the KoYida F CAN. 3538 92 Building Code � Acceptance No /4- • N 'ration Date _ s' By lTiami badc Product Cou of — f of Cq to 0 v U. U. t1F (Q 0 aflri Q ci LL 1 10 S 2 M a ., r. N 04 � N I © i4 N JO o � x 0 LLJ0 0 a Z_ to -A W LJ 01 ¢ Of rn C3 V) �o�14- o [L C) rCQ o V) U3 r- o F- 1(sheet 1 of 7 1 z z z 0 0 0 WINDOW WIDTH 0__ WINDOW WIDTH 0 w 3 WINDOW WIDTH 0 � J � I WINDOW WIDTH _ F_ w I ii 6" MAX. ANCHOR SPACING AT CURVED FRAMES 12" MAX. ANCHOR SPACING AT STRAIGHT FRAMES ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SERIES 300 STORMSAFE ALUMINUM FIXED WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI--DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 AND 4. 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. ALL SHIMS TO BE HIGH IMPACT, NON --METALLIC AND NON—COMPRESSIBLE. 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. 12" MAX. HEAD/SILL WINDOW WIDTH TYPICAL ELEVATION 6" MAX. HEAD/SILL CORNERS WINDOWS WITH GLASS TYPE 'Cl' COMPLY WITH REQUIREMENTS Of ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. gr: JAVAO AHMAD PRODUCT REVISED CML as complying wit13 the KoYida F CAN. 3538 92 Building Code � Acceptance No /4- • N 'ration Date _ s' By lTiami badc Product Cou of — f of Cq to 0 v U. U. t1F (Q 0 aflri Q ci LL 1 10 S 2 M a ., r. N 04 � N I © i4 N JO o � x 0 LLJ0 0 a Z_ to -A W LJ 01 ¢ Of rn C3 V) �o�14- o [L C) rCQ o V) U3 r- o F- 1(sheet 1 of 7 1 C3 0 rr w x W 1/8" ANN. GLASS .090" Interlayer Saflex Clear And Color Glass �—By 'Eastman Chemical Co.' 1/8" ANN. GLASS GLASS TYPE 'A' 23/64" OVERALL SILICONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" 3/16" H.S. GLASS .090" Interlayer DuPont SentryGlas 1 5y 'E.I. DuPont De Nemours & Co., Inc.' 3/16" H.S. GLASS W H m z 3.1A 5 6 "3 SILICONE DOW CORNING 995 Cr 3A w x W F g �P 0 3/16" ANN. GLASS .090" Interlayer Saflex Clear And Color Gloss �-By 'Eastman Chemical Co.' 3/16" ANN. GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'B' 29/64" OVERALL 3/16" H.S. GLASS .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical CO.' OR .090" Interlayer DuPont Butocke PV9 By 'E.I. DuPont De Nemours & Co., Inc.' F-3/16" H.S. GLASS � a I SILICONE i DOW CORNING 995 1/8' TEMP. GLASS 1/4" AIR SPACE 1/8" H.S. GLASS .090" Interlayer DuPont SentryGlas �—By 'E.1. DuPont De Nemours & Co., Inc.' CL ul W Z � m C32 Q r O ` yu - W. fUl li Ilu1+ p � 3A it 3A w wLd x w7 / AT 1/4 POINTS ON LITES w Z AT 1/4 POINTS ON LITES W WIDER THAN 36" WIDER THAN 36" GLASS TYPE 'C' GLASS TYPE TV 7/16" OVERALL 7/16" OVERALL FOR LOADS LESS THAN OR EQUAL TO 70 PSF MIN. GLASS BITE CAN BE 5/8". GLASS TYPES A, B & D. 1/8" H.S. GLASS GLASS TYPE 'D' 11/16" OVERALL SILICONE D0W CORNING 995 AT 1/4 POINTS ALL SIZES En9r: JAVAD AH! AD CML FL)k PE # 76592 C.A.N. 3538 A x a V to 1 r` 'Z h % 0 1- Z ® tZ a V �CLCL 0 o O d�O � 1 M_ U) �I LL 0 � M t0 a� 0I 0 C3cplx O Q Uj � N :i W ' M .1 0 (y) 1 r. N �1 N I C) JN N � J � a � CD x pQ� w ZcnLL- LLI LLJ rn W Qf < 0m N L CD CD J cn f!i a7 O Ld �I r N N a n � a n O I A o PRODUCT RLVESFO 00Cq � as coniplying, with the Florida vi i Building Code r r �. ACCOt]l,`a1CC bra Tj73ratio[I Bale— � � �o Tay E drawing no. Mial Ii ade Producl Control --\ w:. W07--49 sheet 2 of 7 NOTE: WIDTH AND LENGTH DIMENSIONS. CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). Engr: JAVAD AHMAD CML Ft_A PE % 70592 C.A.N. 3538 PRODUCTRF-VISED L�s complying with the Florida Gnilding Code t , m My l AccepMucc No I--Npiratiou Date _ 1 DY -0& Miyur lade Product Control: I - h 0 z h % ® Z N Id �y � M O 0 O ® W :'.1 v X O LL 0v rii ®'oLu2° i 0 0 Cir IX O CA LR w�w G Sn - 0 1 102 OMQ U � { a o JN N 3: _] O a L0 ca vi� 0Qr a a Z to � LLJ C-4 � Ld M �= rn U I VOA n dU m N U7 �Q r- LLJ J V) Cn m O Ld (sheet 3 of 7 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A GLASS 'TYPE 'B' GLASS TYPE C' GLASS TYPE 'CI' GLASS TYPE 'D' WIDTH LENGTH EXT.(+) INT.(---) EXT.(+) INT.(-) EXr.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT,(-) 26-1/2" 60.0 6010 70.0 70.0 90.0 130.0_ 60.0 60.0 60.0 60.0 32" 37" 60.o 60.0 70.0 70.0 90.0 13o.a 60-0 60.0 60.0 60.0 _ 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0_ 42" 48" 26" 60.0 60.0 70.0 70.0 70_.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 9D.0 130.0 60.0 60.0 53-1/8" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 26--1/2" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.o_ 32" 37"38-3/8" 42" 48" 53-1/8" 60.0 60.0 70.0 70.0 90.0 13010 60.0 60.0 60.0 60.0 _ 60.0 60.0 57_.9_ 57.9 - 57.9 T 57.9 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60:0-,- 60.0 60.0 57.9 57.9 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 26-1/2" 32" 37"60.0 42" 48" 53-1/8" 50-5/8" 60_0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 52.9 52.9 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60..G___ 60.0 60.0 60.0 _ - - 70.0 70.0 90.0 130.0 90.0 130.0 60.0 60.0 60.0 60.0 -- - 70.0 70.0 60.0 60.0 59.4 59.4 26-1/2" 32" 60.0 60.0 70.0 70.0_ 130.0 60.0 60.0 60.0 60.0_ 60.0 60.0 70.0 70.0 __90.0_ 90.0 130.0 60.0 60.0 60.0 60.0 37" 60.0 60.0 70.0 70.0 90.0 -130.0 60.0 60.0 60.0 60.0-- 42" &3" - - 70.0 70.0_ 90.0 130.0_ 60.0 60.0 60.0 60.0-- 48" - - 70.0 90.0 130.0 60.0 60.0 60.0 60.0 53-1/8'. - - _70.0- - - 90.0 130.0 60.0 60.0 - -- 26-1/2" 32" 37' 42" 48" 74-1/4" 60.0 60.0 70.0 70.0_ 90.0 130.0 60.0 60.0 60.0 60.0 - - 70.0 70.0 130.0 60.0 60.0 60.0 60.0 - - 70.0_ 70.0 70.0 `70.0 _90.0 _ 90.0 130.0 60,0 60.0 60.0 -- - 60.0 - - - - - - 90.0 130.0 60.0 60.0_ -- - --- - 90.0 130.0 60.0 60.0 - - s3-1/8" - - - - 90.0 130.0 60.0 60.0 - - 26-1/2" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0_ 60.0 60.0 32" - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 37"78" 42" _ _ -- - -- - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - 90.0 130.0 - 60.0_ - - 48" - - - - 90.0 130.0 60.0 _60A_ 60.0 - - 53-1/8" - - - - 90.0 130.0 60.0 60.0 - 26-1/2" 60.0 60.0 70.0 70.0 90.0 1_30.0 60.0 60.0 60.0 60.0 32" - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 37" 42' 48" 84" - - 70.0 70.0 90.0 _90.0 90.0 130.0 130.0 130.0 60.0 60.0 60.0 60,0--- - - - - 60.0 60.0 - - - - - - 60.0 60.0 - - 53-1/8"-90.0 129.4 60.0 60.0 - - 26-1/2" 32" 37" - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 -- - 70.0 70.0 - - - - 90.0 130.0 60.0 60.0 60.0 60.0 - - 90.0 130.0 60.0 60.0 - - 42" 96" - -- - - - -- 9010 128.6 60.0 60.0 - - 48" 53-1/8" - - - - 90.0 119.5 60.0 60.0 - - - 90.0 111.8 60.0 60.0 - - 26-1/2' - - - 90.0 130.0 60.0 60.0 -- - 32" - - - 90.0 130.0 60.0 60.0 - - 37" 108„ - - - - 90.0 130.0 6010 60.0 - - 42" - - - - 90.0 122.5 60.0 60.0 - - 26-1/2" 32"1209 - - - -- - 90.0 130.0 60.0 60.0 - - - - 90.0 130.0 60.0 60.0 - 37" - - - - 90.0 130.0 60.0 60.0 - - 42" - - - - 90.0 112.4 60.0 60.0 - - 26--1/2" - - - - 90.0 130.0 60.0 60.0 32" 128" - - - - 90.0 130.0 60.0 60.0 - - 37" - - - - 90.0 130.0 60.0 60.0 - NOTE: WIDTH AND LENGTH DIMENSIONS. CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). Engr: JAVAD AHMAD CML Ft_A PE % 70592 C.A.N. 3538 PRODUCTRF-VISED L�s complying with the Florida Gnilding Code t , m My l AccepMucc No I--Npiratiou Date _ 1 DY -0& Miyur lade Product Control: I - h 0 z h % ® Z N Id �y � M O 0 O ® W :'.1 v X O LL 0v rii ®'oLu2° i 0 0 Cir IX O CA LR w�w G Sn - 0 1 102 OMQ U � { a o JN N 3: _] O a L0 ca vi� 0Qr a a Z to � LLJ C-4 � Ld M �= rn U I VOA n dU m N U7 �Q r- LLJ J V) Cn m O Ld (sheet 3 of 7 ) DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF L - -- - -"' Yd NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE flRIENTEO VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. PRODUCT REVISED as complyi lg wilh the Fioriq. Building Code AccapE�ilee Tti'ofi• %xpirulioilbste �' By - Miami )ade Product Control' Engr: JAVAD AHVAD CML FLA. PE # 70592 C.A.N. 3538 ra1 r. CD z 10 1 f WINDOW DI11IS. GLASS ,A, TYPE GLASS TYPE 'B' GLASS 'c, TYPE GLASS `ei. TYPE GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE .A, GLASS TYPE lg GLASS TYPE 1c, GLASS TYPE ,ei. GLASS TYPE 'D WIDTH LENGTH EXT.(+) INT.(--) EXT.(+) INT.(--) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH LENGTH EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) ®� oa - W c^ O M E7 IL 0 :3 c O O Q� a Q .0 p 0 4 t- �: o!N_ w 0 �Vl_ o 3 z � v z W f 24'_ 30" 36" 42" 48" 54" 60' 66" 72" 78" 84" 88' 36' 60.0 60.0_ 60.0 -.0 60.4 60.0 70.0 70.0 -70.0 90.0 1300 60.0 60.0 60.0 60.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 78" 96' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - 70.0 90.0 130.0 60.0 60.4- 60.0 60.0 60.0 _ - - - 70.0 70.0 90.0 130.0- 60.0 60.0 60.0 60.0 70.0 700 90.0 90.0 130.0 60.0 60.0 64.0 60.0 64.0 - 90.0 130.0 600 60.0 60.0 60.0 = -0. - - - - 60.0 60.0 70.0 70.0 130.0 60.0 60.0 - - - - - - 90.0 128.6 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - 90.0 119.5 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - -- - - 70_0 70.0 - -- - - ---- -- - - 60.0 -----1111. - 60.0 --- - 70.0 70.0 ----- - 90.0 130.0 60.0 60.0 - � 60.0 60.0 __-- - "_ - - ------- - - 70.0 70.0 70.0 70.0 70.0 60.0 60.0 60.0 60.0 - - - - 70.0 70.0 - - - - - - - 70.0 - 60.0 60.0 60.0 60.0 - - - - - - 70.0 70.0 - - - - - _ -60.0 - - - - - 70.0 70.0 -- 60.0 --- - 60.0 -- 60.060.0 - - 69.6 89.6 - - - - 70.0 70.0 60.0 60.0 60.0 60.0 24" 30" 3s 42" 48" 54" 60" 72' t a8" - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 70.0 70.0 60.0 60.0 - -- 90.0 130.0 90.0 130.0 60.0 600 60.0 64.0 - - 24" 30" 36" 42' 48" 54' 60' 66' 72" 78' 54' 88' 60.0 60.0 6_0.0 _ 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60,0 - - 70.0 70.0 90.0 130.0 60.0 _ 60.0 60.0 60,0 = -- .. 90.0 122.5 80.0 64.0 60.0_ 60.0 70.0 70.0 90.4 130.0 600 60.0 60.0 60.0 - 70.0 70.0 - - _.. - _ 111.1. 52.9 52.9 70.0 70-0 90.0 130.0 130.0 60.0 60.0 - - 60.0 60.0 60.0 - - 70.0 70.0 - - - - 46.3 46.3 70.0 70.0 ------ - 90.0 60.0 ,_1.111.--- 60.0 60.0 _- - - - - - - 70.0 70.0 ----- - - .-. J o ¢ < :2 o cn I M -- 0 J cv N JO -4-v W r�7 OO Z_ E/] LL - C7 U U OZ a C) m N , Q Ln Ln � F - -- - - -- ------- -- - 70.0 70.0 90.0 130.0 -- 600 60.0 60.0 6_0.0 - 69.8 69.8 - - - - - - - - 70.0 70:0 600 60.0 _ - 24" 30' 36" 42" 48" 54" 60" 120" 120' - - - - 70.0 _ _ 70.0 - 90.0 1 30.0 90.0 130.0 6010 60.0 64.0 64.0 - - - - 70.0 70.0 600 60.0 - 60.0 60.4 - - - - - - - 70.0 70.0 60.0 600 80.0 - - - - - - - - 90.0 130.0 90.0 112.4 60.0 600 - - - - 70.0 70.0 600 - - - - 60.0 60-0 - - - - 70.0 70.0 600 60.0 - - - - - - 70.0 70.0 - - - - - - - - 24" 34" 36" 42' 48' 54'60" 60" 66" 72" 78' 84' 88" - 60.0 60.0 70.0 70.0 90.0 130.0 60_0 60.0 60.0 60.0 _ - - 70.0 70.0 60.0 60.0 70.0 70.0 90.0 130.0 130.0 6010 60.0 60.0 60.0 60.0 60.0 60.0 60.0 T - - - - 70.0 70.0 - 60.4 60.0 70.0 70.0 90.0 24" 30'° 36' 42' 48' 54" 60" 126' - - - - 90.0 130.0 60.0 600 60.0 _- - - 70.0 70.0 900 130.0 _ 130.0 60.0 60.0 80.0 80.0 60.0 - - - - 90.0 134.0 90.0 130.0 60.0 60.0 .T - - - 70.0 70.0 90.0 60-0 60.0 60.0 - 60.0 60.0 - - - - - - - - 88.5 127.9 59.0 59.0 - - - 70.0 70.0 - - - - -- - - - - 79.7 _ 70.0 V 1 15.1 53.1 53.1 - - - - - - 70.0 70.0 - - - - - - - - 70.0 53.1 53.1 -- --- - - - - 70.0 70.0 - _- - - - 70.0 70.0 _53.1 53.1 53.1 - - - - - - 70.0 70.0- - - - - - - 70.0 70.0 - 70.0 53.1 - - _ 24" 30' 36' 42" 48" 54" 132" - - - - 70.0 70.0 60.0 60.0 - - _ - - 70.0 53.1 53.1 - - - - - 70.0 70.0 60.0 60.0 60.0 60.0 O o � � i o a Z w :2_ M Q U m a m x En o .r- L z s v o o o m J w 0 N - - - - 70.0 70.0 - - - - -- --- ---- - - -- _ ------- - - 70.0 70.0 24" 30" 36" 42' 48' 54' 60" 66" 72" 78' 84" 88" 72" 60.0 60.0 70.0 70.0 - 90.0 130.0 60.0 60.0 64.0 60.0 70.0 70.0 -- -- 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 - 60.0 60.0 - - - - 70.0 70.0 - - - - - - 700V 70.0 90.0 130.0 60.0 64.0 6010 600 - - - - 70.0 70.0 - - - - - -- 70.0 70.0 90.0 1300 6o.0 60.0 60.0 60.0 24" 36" 42" 48" 54" 138' - - 70.0 70.0 60.0 60.0- - - - ---- - - 900 130.0 60.0 60.0 - -34" - - - ^ - - -- - 70.0 70.0 60.0 60.0 - - - - - - 88.5 127.9 59.0 59.0 - _�_ - - - - _ 70.4 7010 50.0 600 - - - - - - 79.7 70.0 115-1 70.0 53.1 48.3 53_.1 _ 48.3 - - - - 70.0 70.0 - - - - - - - - - - v - - - - - 70.0 70.0 - - - - - - 70.0 70.0 - 70.G - - - - 70.0 70.0 - - - - - - - - 70.0 - - _ - - 24" 30"- 36" 42" 48" 54" 144" - - 74.4 74.0 60.0_ 60.0 - - - - - - 70.0 v 70.0 - - - - - 70.0 70.0 60.0 60.0 - - - - - - 70.0 70.0 - - - - - - - m 74.0 70.4 24" 30' 36" 42" 48" 54" 60" 66" 72" 78" 84" 88" 84" 60.0 60.0 70.0 70.0 90.0 130.0 50.0 60.0 60.0 60.0 - - - - 70.0 70.0 - - - - - - - - 74.0 70.0 90.0 --I 130.0 60.0 60.0 60.0 60.0 - - - - - 70.0 700 - - c--- as 0 u :i o _ 9 - - 70.0 70.0 90.0 130.0 60.0 60.0 600 60.0 - - 70.0 70.0 - - - 90.0 130.0 60.0_ 60.0 - - 24" 30" 36" 42" 48" 150" - 70.0 70.0 60.0 60.0 - - - - - _- - - 90.0 130.0 50,0 600 - - - 700 700 60.0 60.0 - - - - - - 88.5 79.7 127.9 590 59.0 - -- - - T- _- - 70.0 700 -- -- - -_ - - 115.1 53.1 53.1 - - - - - - 70.0 70.0 -- - - -- 70.0 70.0 - - - - - - - - 700 70.0 - - - - drawing no. W07-49 - - _70.0 70.0 -- - - NOTE: GLASS CAPACITIES BASED ON ON THIS ASTM E1300---09 SHEET ARE�'v (3 SEC. GUSTS). - - - - 69.6 69.6 - - - -- - - - - - 64.6 64.6 - - - - - ---F-----T-- 64.6 64.6 - - (sheet of 7 1 B WOOD BUCK 4 n a a 4 e. n 4 a. 0A z na ca 0 o 0 J W z (� i3: x W m TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 e d e d a. a m r a . a a e d a, �a a TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS, FOR SPACING v 7'p o � v 18Y WOOD BUCK METAL STRUCTURE i»10m. - rr— -------------- —� I MIANII—DADS COUNTY APPROVED I I I MULLION & MULLION ANCHORS I IISEE SEPARATE NOA �I I' 'I 1 1 II II I I� SEE ELEV. FOR SPACING IM, C v o 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOF WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS, SEE ELEV. FOR SPACING 1f_4"_ DIA. ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY X14 SMS OR SELF DRILLING „SCREW S (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) S OR SELF DRILLIN.G SCREW 5 (GRADE 2 CRs) INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL_EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN, CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. Engr: JAVAD AHMAD� PRODUCT REVISED CML as complying with the Florida FLA. PE f 70592 Building Code C_A.N. 3538 Acccptance No f . E;c�iralion Dale By'� Miand ade Product Coi trol J 2011 1 I n Or z ® G1 J ® Z Lu N IL 7i M 0 'O 0 W U O O rte{ M O 011< °� 0 a W3L LL W 0 O _m .! 0 m J B w� P -i N E.0 N QI I J cV N .._I o LLF?5 t6 0 to � OQ Q Z_ to hA �w ne: 01,V) HDU 1 Ld 0 � � cv r 0 �u7Q C1 CE o F n 0 0 A o L0 z T O y drawing no. W07-49 sheet � of 7 IAIAMI—RADE COUNTY APPR,D CLIPPED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV, FOR SPACING I, ,r it l II I, I I I, ,I 11 II I� �I II �, I I — I I EXTERIOR WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS YNCAL ANCHORS EE ELEV. OR SPACING Y )OD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM MAX. WOOD BUCK WOOD CML FLA. PE # 70592 C.A.N. 3538 4'N"4 PRODUCT REVISED as complying witlr Elie FInrida Building Code Acceptutce No- pxplrtrlion DmcV4 V, MialnF ade Pro&lct Cunlrolr rn r ®z Q r„ " Q2 N a- Omi � o M LL. 0� VQ ®'Ir � >� a 0a.¢� Q ®� co O m z N O tv ,j 0 B w r N 0404 cn _ll � O J [V N � JO o LO X Uj '4- Ln �. Q Q Z cn LLJ rn cf) LL a:ME = rn Q0Ld fc, a —� 3 oLu cn N p 0 o0 r N L? c9 U = d = N L} U W 0 w z a z c,0 .v2 D O 0 O 0 0 U W li O I 1 0 i[3 o u n n a Y U N �} drawing no. W07-49 Csheef 6 0f 7 FRAME .050 229 1W-1.1171 O FRAME COVER (OPTIONAL) 7 .045 .551 �{.557� .812�7 .8TI-050 �7 .216 p .1844 O 3.1 GLAZING BEADS (7/16" GLASS) .045 �-1 .623 r -1.644 2 PA` 1.177 -81'2-� -.050 1 3A 3.1A GLAZING BEADS (5/16" GLASS) .2� .812 .050 7,y77 i�3 J2, GLAZING BEAD (INSUL LAM. 155 .200 90 -.063 EXTERIOR GLAZING SPACER SCALE 1:1 ITEM PART 9 QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 S4.1301 4 VIINDOW FRAME 6063-T6 - 2 SIW303 4 FRAME COVER (OPTIONAL) 6063-T6 - 3 SIWI08 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 3.1 SIW127 _ _ _ 4 ALT. GLAZING BEAD (7/16' GLASS) 6063-T6 - 3A SIW112 4 GLAZING BEAD (5/16' GLASS) 6063-T6 3.1A SIW128 4 ALT. GLAZING BEAD (5/16" GLASS) 6063-T6 - 3.2 SIW117 4 GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 4 810 X 1-1/2" 2/ CORNER ASSEMBLY SCREWS CRS PH SIAS 5 5531 AS READ. EXTERIOR GLAZING SPACER, DUROMETER 70±5 SHORE A SANTOPRENE CENTRAL PLASTICS 6 5530 AS READ. INTERIOR GLAZING SPACER, DUROMETER 70±5 SHORE A SANTOPRENE CENTRAL PLASTICS 7 - 2/ LUE SETTING BLOCK, DUROMETER 85±5 SHORE A EPDIA - 120 .240 1�.1� 140 .0581 L Os INTERIOR GLAZING SPACER SCALE 1:1 TYP. CORNER DETAIL CML FLA PE $ 70592 C.A.N. 3538 PRODUCT REVISED s complying with the Florida 311ildu)g Code Accsptwce E)x)iixtion Date Migpli ade Product control ®1N J � I n 0 z co 0 F w Z QW N G f N a Q: O o ® W Igo LL 0 0 M 0w 19 0 0 CL 4 '1 � .0 {aL ZN4 C M zM¢ aw.�i � � m J � m o JN 3 JO o �� x m 0Q� Z (n w �w w N F3u U0Ow n O a U m ^ o �(fiQ 3Lq w N (n 6) 0 0 a orawing no. W07-49