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HomeMy WebLinkAboutConstruction Plans4'=gh' el Fatill Digitally signed byAsghar / I Fathi, AA0016049 M®�E AA0016049 Doaoo ozo.o4.zo,,:os:m MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECON f�SQijg„CF�.c 1 T 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMS VI/ C 6 (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCIP COMPLIANCE H'µ .rniamidade.eov/economy E.S. Windows, LLC ST. LUC1E COUNTY 3550 NW 49's Street Miami, FL 33142 BOCC SCOPE: This NOA is being issued under the applicable roles and regulati�a��o�nf construction materials. The documentation submitted has been reviewed and accep e a 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 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 AHD 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 "EL200" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, 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, Barranquilla, Colombia, 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 NOA No. 17-1114.06and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0221.03 MMMWADE COUNTY Expiration Date: January 19, 2022 Approval Date: May 10, 2018 ���':8 Page I E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 16-0617.04) 2. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Window Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision B dated 09/27/17, 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) 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, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-007, dated 12/08/16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No.16-0617.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition (2014), dated 06110115, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. (Submitted under NOA No.16-0617.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Pevm2pl. Product Control ErNOA No. 183 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNMTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 12/28/17, expiring on 07/04/23. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. 4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Co. (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6' Edition (2017), and of no financial interest, dated 09/25/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-1114.06) 2. Statement letter of conformance, complying with FBC 5th Edition (2014), dated 12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.16-0617.04) 3. Statement letter of no financial interest, dated 12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.16-0617.04) 4. Addendum letter, issued by Blackwater Testing for Test Report No. BT-ESW-16-007 dated 12115116. (Submitted under NOA No.16-0617.04) 5. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. (Submitted under NOA No.16-0617.04) 6. Laboratory compliance statement for Test Report No. BT-ESW-16-007, issued by Blackwater Testing, Inc., dated 12/08/16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No.16-0617.04) 7. Proposal No. 16-1228 issued by the Product Control Section, dated 11/16116, signed by Manuel Perez, P.E. (Submitted under NOA No.16-0617.04) F. OTHERS 1. Notice of Acceptance No. 16-0617.04, issued to ES Windows, LLC for their Series "BL200" Aluminum Horizontal Rolling Window -L.M.I., approved on 01/19/17 and expiring on 01/19/22. Q 6LJ Manuel rez, .E. Product Contro Exa finer NOA No.-0221.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-007, dated 10/24/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. None. 1. Notice of Acceptance No. 17-1114.06, issued to ES Windows, LLC for their Series "BL200" Aluminum Horizontal Rolling Window -L.M.I., approved on 0 /11/18 and expiring on 01/19/22. Manuel Pe z, X. Product Control xam' er NOA No. 1 -0 X. Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-3 72 15/16" FRAME WIDTI AT MTG. STILE ENDS �+ AT 5" O.C. HEAD II it -ter--- o m Q N W > II II II II o II I� ,I 1 � FALSE MUNTINS 4 (SURFACE APPUED) SILL MAY BE USED 32 11/16" 32 11 /16X 36 9/16" (3) ANCHORS AT MTG. STILE ENDS AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES ES—EL200 HORIZONTAL ROLLING ALUMINUM WINDOW (L.M.I. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION NOA WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 LIMBED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 72 15/16" FRAME WIDTH (3) ANCHORS .19" MAX MAX. AT MTG. SENDS ATT 5° O.C. HEAD 7 _— H7" LL CORNERS / I AI I C I I II �, _gj n 0 11 s h > II I� II I, 32 11/16' D.L. OPG. I 1 11" MAX. SILL 32 11/16" D.L OPG. N N 0 m N m w \M <¢ 0 U 36 9/16" \_(3) ANCHORS /ENT WIDTH Al MTG. STILE ENDS AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 65.0 PSF MTG. STILES WITHOUT REINFORCING MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF MTG. STILES WITH REINFORCING OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SQ. FT FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED TESTED FRAME AREA OF 31.46 SQ. FT. 72 15/16" FRAME WIDTH (3) ANCHORS 12" AT MTG. STILE ENDS MAX EAD . CORN 6" MAX. AT 5" O.C. HSILL CORNERS 1--1 —ter--- i E w \ w \ 0 II I => i II I� n w n 0 _ =1L___ I II 1 __ _1L_ _ - rr----- I 12° MAX. 32 11/16" 111 \ 32 11/16" N 36 9/16" �(3) ANCHORS VENT WIDTH AT MTG. STILE ENDS AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FEB 12 201 70592 PRODUCT REVISED —� :� as complying with the Florida Building Code qqq jr Acceptance No " o3 1 t41 E,xpiratign Date W22 EOF (0 %NU m N 0 m 3 ro n ME a o � n J J Ld JLd Of Z co `} N 0 CD ) 0 Z3 J n Q J �c o m A o N_ 9 0 y drowing no. W16-86 sheet 1 of 11 7" MAX. I ^AT FALSE MUNTINS (SURFACE APPLIED) MAY HE USED 110" AT 5" O.C. II I� II�II D I I II I� II II II II I � 32 11/16° /16 LLD.L. OPG. 2D.OPG. 3D.0PG.' 36 9/16" 36 9/16" VENT WIDTH VENT WIDTI TYPICAL ELEVATION FLANGE FRAMES 6" MAX. (3) ANCHORS AT MTG. STILE ENDS AT 5" O.C. 0 0 p O U (3)ANCHORS AT MTG. STILE ENDS AT 5" O.C. 110" (3) ANCHORS AT MTG. STILE ENDS AT 5" O.C. 12" I it -rr---�= I it -rr---1= E II II II�II II II II II u 1l,i n l II II II II II II II II I— II � II 2 /16" 2 11/16." L1LD.OPOPG36 9/16" TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER m y"U Z qn O m n IQ n QIL 46 Oo`m J N d�W Om V O nl ei , C M O 0 1L a + a O O yNo Q W 7 LL Ip LLZN-0 J ow¢ Q W cn MAX. \ g W 3 ut SILL m m m I U 32 11/16" 32 11/16" D.L. OPG. D.L. OPG. J < n � 36 9/16" J U VENT WIDTH J TYPICAL ELEVATIONjF- J N _ z FLANGE FRAMES WITH FLUSH ADAPTER N N it O n = p m Z J b O — W Uj � a w llJ to MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 65.0 PSF MTG. STILES WITHOUT REINFORCING w f=/1 41 w N N w VI N MAXIMUM DESIGN LOAD RATING = + 80.0 PSF o (FOR SIZES SHOWN ABOVE OR SMALLER) - 90.0 PSF a MTG. STILES WITH REINFORCING m � Z Z Z OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SQ. FT. FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED TESTED FRAME AREA OF 47.36 SQ. FT. o 12" m w MAX. Imz SILL 4 m U 32 11/16" PRODUCT REVTSFD D.L. OPG. m complying with the Florida Building Code 36 9/16" Acceptance No -Q�Zl ��• � � !a?51d�,� ��ii m o ��',•• 3F 'i m •n o u.70592 Zen !f •. �` O 0 9 V 10, SATE OF �y, �i� '•. �dywln9 no. ORIIDN. -86 i. ase. '• vtR�.� • �W n0 m I tD M, 3 C z n N a w a. Q n e G 0 o {C0u : o 0 IL cq 1/8' TEMP. GLASS 1/8" TEMP. GLASS 0 U1 N m 3/8" AIR SPACE 5/16" AIR SPACE 0 j M 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 0 IL o < t.0qi 090" Interlayer .090" Interlayer .090" Interlayer .090" Interlayer W U) m Trosifol PVB Trosifol PVB Trosifol PVB Trosifol PVB , z IN By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' Q W M IL (� OR OR OR OR LL z c m .090" Interlayer 090" Interlayer .090" Interlayer .090' Interlayer ,,,I Z coo Q j SentryGlas SentryGlas SentryGlas SentryGlas nQ w m By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' OR OR OR OR 090" Interlayer 090" Interlayer .090" Interlayer .090" Interlayer Saflex Clear And Color Glass Saflex Clear And Color Glass Saflex Clear And Color Glass Saflex Clear And Color Gloss W By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' ro OR OR OR OR 3 n 075" Interlayer .075" Interlayer 075" Interlayer .075" Interlayer m Saflex CP With PET Core Saflex CP With PET Core Saflex CP With PET Core Saflex CP With PEr Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 1O 1/8" HEAT STREN'D. GLASS 1/4" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/4" HEAT STREN'D. GLASS V, M SILICONE SILICONE SILICONE SILICONE z C) Zw DOW CORNING 795 w DOW CORNING 795 w DOW CORNING 795 Z w DOW CORNING 795 0 J W w 1= DOW CORNING 983 t DOW CORNING 983 L DOW CORNING 983 DOW CORNING 983 z m DOW CORNING 2400 z m DOW CORNING 2400 = m DOW CORNING 2400 z m DOW CORNING 2400 ¢ F N N (HOT MELT) N (HOT MELT) w (HOT MELT) (HOT MELT) z In U) 'n � m N N M1 ij `�,� c9 �I ICI c9 M7 N M7 ii III N 0 II II II IP II II II IP O Z ro Z 3 00 3 z 0 M W V) O v E9 O E11 o E11 w W rr) r w w ¢ w w w M2 w M2 M3 IR M3 m GLASS TYPE '1' GLASS TYPE '2' GLASS TYPE 'Ii' GLASS TYPE '2i m o 5/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 7/8" OVERALL INSUL LAM. GLASS 7/8" OVERALL INSUL LAM. GLASS " o 0 U � F 0 N Rm O O GLAZING OPTIONS m � maws PRODUCT REVISED viva as complying with the Florida Suiiding Code ch Acceptance No� 'o2ii"o3 iri n n m E • h Date 22 o A, . N N y O O O Miam' ade Product Coetr 111111111111//j// a m o ..... 5`�16" & 3,8" AIR SPACE CONSISTING OF: � � m •a a HEUMA' LOW PROFILE ALUMINUM SPACER ` 1-B 12 201 70592 — NOTE: BY 'LINGERMANN GMBH' — •' - _ `T GLASS CAPACITIES ARE A 3 SEC. GUSTS AROUND THE PERIMETER OF THE GLASS. BASED ON ASTM E1300-09 ) PERIMETER SEALANT: ®'•. TEOF AND FLORIDA BUILDING COMMISSION ��` drawing no. DECLARATORY STATEMENT DCA05—DEC-219 SIUCONE ��� ORIDP.•'\\�� W16-86 DOW CORNING 791 GE 2000 It�11�11 sheet 3 of 11 TYPICAL ANCHORS 1BY SEE ELEV. WOOD BUCK I FOR SPACING EDGE. DIST: TYPICAL ANCHORS d ° SEE ELEV. °' = FOR SPACING Mi6 MI6 OE14 M14 O E� a s x O W �I �I �I p c� w > w O p � H F Z_ R OPTIONAL TO SWEEP LATCH OPTIONAL TO SPRING LATCH WEEPHOLES: W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END O® r- Ill2i���C'illl ® -1•� O - a as complying %ith the Florida PRODUCT REVISED 16 Building Code UM 0 IN Acceptance No 19- 0111.1 < r `EDGE DISi. . '° W7'_ °°• FOR WINDOWS WITHOUT °. .' E75 SILL RISER LIMIT MAX. .- TYPICAL ANCHORS* EXT.(+) LOADS TO 65.0 PSF TYPICAL ANCHORS FOR WINDOWS WITHOUT ° SEE ELEV. 1BY -SEE ELEV. E15 SILL RISER LIMIT MAX. FOR SPACING WOOD BUCK FOR SPACING EXT.(+) LOADS TO 65.0 PSF EDGE GIST. N"I I' N w w I m a m 3 0� r F g m a w a d'a. 0 1,0 o 0 wc`o IL N r LL 0 �Nn 0 pui4 OoEmO p IL 0 9 rl O'strx o aW�U� aZln:m �C3W<j Q InIn m 3 aID < p CJ � J ¢ J W tr Z N n N O M K Q � N7 al0 O n = Z O 3:: Z W o O w Oi L0 w W M ]� 9 ENSB •••. % � 'e L/ /Y0592 R9= L 0 9 Y \TE OF drawing no. 7RIDP`r�®�®� yy16-86 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /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 (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO.BLOCKS (JAMBS) 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" 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/FlLLED BLOCK AT JAMBS f'm = 2000 PSI MIN. METAL rr �I MIAMI-DADE COUNTY APPROVED II STRUCTURE I I MUWON & MUWON ANCHORS II I! SEE SEPARATE NOA II TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code AcceptanceNolg-D!2U Exoimtim Data-_ 1511_ in. 1 II I EDGE II DIST. I �L------ -----------�I TYPICAL ANCHORS SEE ELEV. FOR SPACING It 13r.- JC m 4ft Z �m 0 i n F Z N QIL 56 O O ` o O ta N O�yn vows p0--mo p It 0 m O N Q W 7 W a Z 0 - O 00� ym1 Q Wam1f ro n 3 � � b J O (, v z J J W rr ZU) o 0O M Z3_j z o LO Lil I Lj < J w M� rW- 0 m _ m o a N_ m u nr n 1i o s 9 b 9 4 drawing no. W16-86 O O RE NFORREDING @ E16 1 . MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE O I%4I;m;:T912[h EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE O D.L OPG. 1BY WOOD BUCKS '< c TYPICAL ANCHORS °. .. SEE ELEV. a ' . FOR SPACING 6/ G N o" / w ° 0 w a . :a n a a .d O MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA O PRODUCT REVISED u complying with the Florida n p Building C de •D2�l t..�' 2 P Faviration Date ANCHORS EV. 'ACING ®R ':'� CEMSF ;® 'i m •� o 0592 9 ••. ATE OF drawing no. ....... �.. W16-86 METAL MIAMI—DADE COUNTY APPROVED STRUCTURE MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS I� LTIPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING 1/4` MAX. SHIMS TYPICAL ANCHORS 1.1 SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER SEE SHEETS 4 & 6 FOR WINDOW DETAILS O ALT. PRODUCT REVISED �_ L a COmPIying with the Flo_Drida ` D Building Code Ac ptmwhlo 16_01 1.03 (0 y"U Zn O� w QIL '" 000`"o� ci 0 U) vows o-M 0'o Oaoa.oi oNN0S 0 Q W j LL 0 LLZH -o Q W Em1 F O y OF ��� drawing no. �� •., RIDP.•��i�; W16-86 � sheet 7 of 11 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY E.S. WDW. O ALT. O ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING q g TYPICAL ANCHORS: SEE ELEV. FOR SPACING #10 WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. 1/4- MAX. GAP 1/2" MIN. O ALT. #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. 4raU Zti 0z �N Z N QIL eB 1%00`o a�" 0t m Q 2,lJN Q a:pm 0 0ILe<., 0 t° 0 Qwz"� aH LL. U) -o J Z M 2 J Q uj a) w w w #10 TEKS/SELF DRILLING SCREWS x V x x N N TYPICAL ANCHORS AT 6 FROM ENDS SEE R EXTERIO o r r AND 12 O.C. MAX. ELEV. FOR SPACING WINDOW WIDTH m z z i Vj VA z Q TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAMS WITH FIN FRAME ADAPTER SEE SHEETS 4 & 6 FOR WINDOW DETAILS PRODUCT REVISED m C °plying with the Florida 1' L:D 1 2 3uldiog Code M� Acceptmm No 18-Owl.03 Expifahoo Date��Q"/1M, N 2 • � L�� 9 0 9 V ''•• TE OF �y�� drawing no. ' .•• oRivP.•®�� W16-86 ITEM � PART � REQD. DESCRIPTION MATERIAL MANF./SUPPLTER/REMAKES E7 ES-EL704 1 FRAME HEAD 6063-T6 - E2 ES-EL201 1 FRAME SILL 6063-T6 - E3 ES-EL202 1 SILL TRACK 6063-T6 - E4 ES-EL702 2 FRAME JAMB (OPERATING) 6063-T6 - E4.1 ES-EL701A 2 FRAME JAMB (FIXED) 6063 T6 - ES ES-EL705 1 INTERLOCK STILE 6063-T6 - E6 ES-EL106 1 JAMB STILE 6063-T6 - E7 ES-EL107 2 VENT TOP &BOTTOM RAIL 6063-T6 - EB ES-EL108A 1 FIXED MTG. STILE 6063-T6 - E9 ES-EL109 AS RQD. GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - E70 ES-EL710 AS RQD. GLAZING BEAD (7/1fi' LAM. GLASS) 6063-T6 - E71 ES-El AS RQD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - E12 ES-EL112 AS READ. FLUSH FRAME ADAPTER 6063-T6 - E73 ES-EL115 AS READ. FLUSH FRAME ADAPTER WITH FIN 6063-T5 - E74 ES-EL114 AS REOD. HEAD SCREW COVER 6063-T6 - E15 ES-2011 AS REOD. SILL RISER 6063-T6 - E76 ES-EL220 AS REOD. INTERLOCK STILE STIFFENER 6005-TS - E77 ES-EL221 AS REOD. FIX. MTG. STILE STIFFENER 6005-TS - E78 ES-El AS READ. JAMB SCREW COVER 6063-T6 - M1 f3-SOOBA AS REOD. GLAZING BEAD BULB SILICONE DUROMETER 60t5 SHORE A M2 80-372A 2/ LITE SETTING BLOCK AT 1/4 POINTS (TAM. GLASS) SILICONE DUROMETER 80t5 SHORE A M3 EL700-801 2/ LITE SETTING BLOCK AT 1/4 POINTS (INSUL LAM. GLASS) SILICONE DUROMF7ER BOtS SHORE A M4 EL700-301 AS REOD. VENT STOP RIGID PVC - MS W23211NG AS REOD. PILE W'STRIPPING WITH PLASTIC FIN POLYPROPYLENE - M6 SKOB-4010 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH M7 ES-1012 2/ LATCH LATCH SPRING ST. STEEL - M8 SL302-XX 2/ VENT SWEEP LATCH DIE CAST ALUM - M9 WA2L 2 WEEP HOLE COVER RIGID PVC - M10 ES-1000-P1L - LEFT NOTCH CAP NYLON - M11 ES-1000-P7R - RIGHT NOTCH CAP NYLON - M72 WPSA-N7 2 3/4' X 3/4" RET1C FOAM PAD FOAM - M13 TAR-16019P-A 2 ROLLER POLYAMIDE & ACETAL - M14 TAR-16019P 2 ROLLER HOUSING POLYAMIDE - M15 �8 X 1" - FLUSH FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS M16 �8 X 1" - FRAME AND VENT ASSEMBLY FASTENERS ST. STEEL PH SMS M17 �8 X 3" - FRAME SILL ASSEMBLY FASTENERS ST. STEEL PH SMS M18 �8 X 3/4' - SWEEP LATCH FASTENERS ST. STEEL FH SMS M20 N14 X 3/4" - ASSEMBLY FASTENERS FOR FLUSH ADAPTER ST. STEEL PH SMS aW m I m Z gym% % m J Q F M Z N I Q f N f O. O C� m OU O d N dot O�iw� v Lu H aCCN °o 0 0. 0 0 e 0 0 t Nm O N Q W j LL LL WW0_ o Q wm� j J om 3 Im b J G O C� J J LJ z(Q V) d v N O = z3� b w I LO w LtJ w w H N . m_ N m_ a F F m U U y0 00 0 z z z z i0 r r_ m_ O m n n of O O N N 9 a •� o a o 11111111111 // � � a m o PRODUCT REVISED 2 N n c plyM with the Flmida'B (� 1 ^,.• •: = io f22f. W !.0$ill 2drawing no. W16-86 /�®. ����� sheet 9 of 11 ee RLJI FRAME HEAD FRAME SILL 4.06U2 L� 312 .2503 SILL TRACK FRAME JAMB (OPERATING) 2. 1 JAMB STILE INTERLOCK STILE UES FIXED MTG. STILE ZF 11 062 2.917 iYP.P. 1 1.187 —1.562-4 FRAME JAMB (FIXED) �1.187 1.633 r .625 054 .683 �— �- 1.308 062 .zoz E9 1.250- VENT TOP/BOTTOM RAIL 1.122 11 .421 1.078 .078 M6 SPRING LOADED LATCH 1 .040 1.740 .277 E78 JAMB SCREW COVER 040 6 1.625 L E74 HEAD SCREW COVER 2.857 .045 _� .500 I ,625 �k2.780�i E12 FLUSH FRAME ADAPTER FLUSH FRAME ADAPTER WITH FIN .519�--^{ .625 .050 .974 E10 �.202 GLAZING BEADS ?5 INTERLOCK STILE STIFFENER .573 .233 .125 1.013 .826 FIX. MTG. STILE STIFFENER SILL RISER i r.135 625 062 .974 3 F—.202 E11 PRCDJCT KHVISED _ as compiying with the Ftoride " p ee��C14pp — Buitd;ngCoda kl j 2 2019 Acceptaace,ln N m m I m Z n 0 Z q J Q Qw a 2 ? N :2 a.0 0t"a wO N a " Mc� 0 Hm v pui .+ 0 0�� °o 0 10p ei ONyjLLrc� O Q Lu N w y _ 0 S �02m Q W mm J m h � N � I m M � b J Q O co z V a J 0 -j W I J cn z o to m n = Z3� b I o 3: Z W o w vj 0 J W W �Qy drawing no. W16-86 T " VENT TOP & BOTTOM CORNER 11-0 FIX. MTG. RAIL CORNER FRAME BOTTOM CORNER i, I %= F11 �i IC■a:L'1a�cPla,�Pl:�Ktg:L`L�Gj m �� m m I m z O F� �m Q IL N 0 OIL `S 6 0 oo`m o W N 0 OU�jn �% OWei a O0Ei9 O paa N o(nU)0W N 0 zj N Q W 7 LL o Z O E W Joo¢ QwVol i m m o 3 m ml 3 o z J J( LL � Q � -j J W Z !r U N 04 0 h N O o PO m M o = M Z 3 m O I 1 NV LO W n ��••V SEA•'® � I PRODUCE REVISED as cWnPlying with the Florida _— .r — — �`t sa — ^ Building Building Code1$ AemLantz ]dn F�PWAM �1 nla 2 2 - ®' �i,�`�9�y., OP • •may` RIDI:�mR�®�� dro.Iwing no. rz../�/i�Or�iJlf� • W I 6-86 ASghaiJ. Digitally signed by Asghar J. Fathi, Fathi, AA0016049 MIAMFDADE AA0016049 Dio�l0zoaoo0 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.gov/economy Ica rrrtuuuw1 35501VW 49`" Street Street REVIEWED FOR Miami, FL33142 CODEp �COMPLIAN�ryC�/E SCOPE: SPA I�� IEDIY! I g ��. This NOA is beingissued under the a hca le rule dddj�a, attons govern the at rlals. The documentation submitted has been review E+eepted 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 "EL-150" Aluminum Single Fixed Windows - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.1)"," sheets I through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. Limitations: 1. See design Pressure VS window sizes and glass types in charts in sheet 3. See glazing types in sheet 2. 2. See sheet 5 for optional mulled side by side installation (Approved impact mullion, under separate approval), when the windows are mulled, lower Design Pressure may control for entire assembly. AHJ to review such installation for tributary end load and required anchors. LABELING: Each unit shall bear a permanent label with the manufacbuer's name or logo, BARRANQUILLA, COLOMBIA S.A., 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 NOA # 16-0617.05, 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 Ishaq I. Chanda, P. E. MIAMI-DADE COUNTY �yb11� NOA No. 17-1218.12 Expiration Date: May 18, 2022 Approval Date: February08, 2018 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.1)", sheets 1 through 9 of 9, dated 1.1/13/16, with revision A dated 05/12/17, 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) 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 aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-004, dated 11/14/2016, and revised on 05/10/2017, both signed and sealed by Constantin Bortes, 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-012, dated 05/10/2017, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 11/16/2016 and revised on 12/21/2016, 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. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer" dated 01/19/17, expiring on 07/08/1.9 - 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. 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 11/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex BT Clear or Color GIass Interlayers" dated 06/19/14, expiring on 04/14/18. Is aq I. Chanda, P. E. Product Control Examiner NOA No. 17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014), and of no financial interest, dated 11/16/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. G. OTHERS 1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (Cl Energia Solar SA) and by Evelyn Daes (ES Windows). 2. Statement letter of no financial interest, dated 11/22/2016, prepared by Black -water Testing, Inc., signed by Dennis Duffy. 3. Test proposal # 16-1476, approved by RER, dated 12/16/2016. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets I through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes of FBC 17 (6 h Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61 Edition), dated 11/08/17, prepared prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises # 16-0617.05, expiring 05/18/22. Ishall L Chanda, P. E. Product Control Examiner NOA No.17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 E-2 48' WINDOW WID 44 7/8" D.L OPG. 48" 44 7/8" 44 7/8" D.L.OPG. D.L OPG. 12' 12" 12" MX. 6" MAX. MAX_ R. MAX_ r1 MAX SILL .I II 11 If n n G II u 6 I I 11 II II F II If II II II II O it l o m o 3 It FALSE (SURFACE MAY ES—EL150 FIXED ALUMINUM WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. II II NxQ II II pll II / II II TYPICAL ELEVATION FLANGE FRAMES " J M p SILL I II CORNERS 11 1 i I SILL TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDTION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL m m w O N TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER DAYLITE OPENINGS: D.L.O. HEIGHT = WINDOW HEIGHT — 3.125" D.L.O. WIDTH = WINDOW WIDTH — 3.125" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. m yftU Z �n IL W � Q IL O00"-a N m O UNm Ci oiiN oEm C acn 8 O a O m N N Q W It p W N - 0 O m J0CD Q W 0) F I•d or h u> I m 0 0 U >< Jw W F 3 W n �i Z 0 In c' v Q W iDEC Q 7 201o PROLUCf GiE'VISB.`61 � °f "t*9 Wilk dye FII rwk 7: ' I r holding Code = ^ Aaeylanu No 17-12 1 47, 0 FAoratimDate 5 �+'"j--J� , '® 7 drawing no. 111�1�`�� sheet I of 9 /8" TEMP. GLASS 5/16" AIR SPACE r-1/8" HEAT STREN'D. GLASS 090" Intedayer Trosifol PVB By Kuraray America, Inc.' OR .090" Interlayer SentryGlos By Kuraray America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Intedayer Saflex CP With PET Core By 'Eastman Chemical Co.' I:6fflKe1wiCM9 SILICONE DOW CORNING 795 DOW CORNING 983 DOW CORNING INSTANT GLAZE III AT 1/4 POINTS ALL SIZES GLASS TYPE 'Ai' 7/8' OVERALL INSUL LAM. GLASS 1/8" HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB By 'Kuraray America, Inc.' OR 090" Intedayer SentryGlas By 'Kummy America, Inc.' OR 090" Interlayer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR 075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' d m51/4' HEAT STREN'D. GLASS V1 SILICONE DOW CORNING 795 DOW CORNING 983 It DOW CORNING INSTANT GLAZE III D \ 11 II u 9/ o E7 M3 W AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS HEAT STREN'D. GLASS 090' Intedayer Trosifol PVB By 'Kuraray America, Inc.' OR 090' Interlayer SentryGlas By 'Kuraray America, Inc.' B .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 075" Interlayer Saflex CP With PET Core 13Y 'Eastman Chemical Co.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 983 \ DOW CORNING INSTANT GLAZE III AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS 5/32" TEMP. GLASS 5/16' AIR SPACE r 5/32' HEAT STREN'D. GLASS 090' Interlayer Trosifol PVB By 'Kuraray America, Inc.' OR .090" Interlayer SentryGlos By 'Kuraray America, Inc.' B .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' r-5/32" HEAT STREN'O. GLASS SILICONE DOW CORNING 795 DOW CORNING 983 DOW CORNING INSTANT GLAZE III o_ E4 \II B a/ M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Di' 7/8" OVERALL INSUL LAM. GLASS ?"DUC P REYI" w ocmpiying with the Fadft huxIlinElomg('odo �2 AoeeptMee No Rspicatifa 111Yte AfiY1}_- 5/16" AIR SPACE CONSISTING OF: SPACER, 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 I-C a ? Zn97 L OF �� Z �m q OF �ej(Q w Q 2 R Cq IL ODO.r'� N O6�h V � utll Cr KCM °o pang + ONN�m O N I z j0W< Q Lu M 0 J W 1 w m 9 m I m n Jw W Ir to rn C'4 � 0 rn p n m M Z_3-j 3z1i-o O M Cn Lo Q J W r7 F crowing no. W16-70 4 GLAZING OPTIONS DESIGN LOAD CAPACITY - PEP DESIGN LOAD CAPACITY - PSF WINDOW WINDOW U w GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE WIDTH WIC �� �n WINDOW DIMS. 'B', 'Ai', 'Di' 'A' WINDOW DIMS. 'B'. 'Ai', TV 'A' _ (- r WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NL(-) I = Z m n 30, 80.0 80.0 60.0 30.0 30" 80.0 80.0 60.0 80.0 w Q z q 36" 80.0 80.0 60.0 80.0 36' 102" 80.0 80.0 60.0 72.9 J /, O // O /� IL 1 N 0 42" 48' 80.0 80.0 60.0 68.6 42' 80,0 50.0 60.0 64.8 � 48" 80.0 80.0 60.0 60.0 30" 80.0 80.0 60.0 80.0 3 I I 3 w n `- " 54" 80.0 80.0 60.0 60.0 36" 108" 80.0 80.0 60.0 72.0 L J 4, w 60" 80.0 80.0 60.0 60.0 42" 80.0 80.0 60.0 63.8 1 C 7 30" 80.0 80.0 60.0 80.0 30" 114' 80.0 80.0 60.0 80.0 0 G ui m 36" 80.0 80.0 60.0 80.0 36" 80.0 80.0 60.0 71.3 WINDOW WIDTH WINDOW WIDTH m o 42' 54" 80.0 80.0 60.0 68.6 30" 120' 80.0 80.0 60.0 80.0 G 48" 80.0 80.0 60.0 60.0 36" 80.0 80.0 60.0 70,6 r - - - - , G d1 tj 54" 71.1 71.1 53.3 53.3 I I I I to w D LL 60" 71.1 71.1 53.3 53.3 z I I LL z Ln a 30" OE 80.0 80.0 60.0 80.0 36" 80.0 80.0 60.0 80.0 42' 60' 80.0 80.0 60.0 68.6 48" 80.0 80.0 60.0 60.0 54" 71.1 71.1 53.3 53.3 60" 64.0 64.0 48.0 48.0 WINDOW WIDTH WINDOW W WIDTHS WINDOW `J, 30' 80.0 80.0 60.0 80.0 36" 80.0 80.0 60.0 80.0 = I I s 42" 66" 80.0 80.0 60.0 65.6 48" 80.0 80.0 60.0 60.0 i % I w '� v 54" 71.1 71.1 53.3 53.3 3 ( I 3 i I 3 J F 60" 64.0 64.0 48.0 48.0 L J Q K 30" 80.0 80.0 60.0 80.0 0 V1 � 36" 80.0 80.0 60.0 80.0 X 3 42' 72' 80.0 80.0 60.0 68.6 WINDOW WIDTH j WINDOW�WIDTH WINDOW WIDTH Ei c2 48" 80.0 80.0 60.0 60.0 r� I �O _Z J 54" 71.1 71.1 53.3 53.3 60" 64.0 64.0 48.0 48.0 Z i. Z I j Z i W 1n Q J 30' 80.0 80.0 60,0 80.0 w i I -1 i (LLIn W M rw- 36' 80.0 80.0 60.0 78.0 3 3 3 42" 78" 80.0 80.0 60.0 68.6 48. 80.0 80.0 60.0 60.0 54" 71.1 71.1 53.3 53.3 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE � VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS 30" BO.0 80.0 60.0 80.0 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. y 36" 80.0 80.0 60.0 76.4 c z 42' 84" 80.0 80.0 60.0 68.6 /�ODUCC 91fi r, 48' 80.0 80.0 60.0 60.0 of mmp4iRz with the Flora& -� rz 54' 71.1 71.1 53.3 53.3 Ampt"cIsElding e No) /2� f Z m m 30' 80.0 80.0 60.0 80.0 E�pr&� Dole m z 36" 80.0 80.0 60.0 75.0 W r- s L�ry NOTE: 42" 90" 80.0 80.0 60.0 67.1 ^fCeoN®d GLASS CAPACITIES ON THIS SHEET ARE �N BASED ON ASTM E1300-09 (3 SEC. GUSTS). o p 48' 80.0 80.0 60.0 60.0 o - 30° 80.0 80.0 60.0 80.0 r 36" 96" 80.0 80.0 60.0 73.8 / L y,�C 0 Z'�7 \``�1`�,�p�l Id1� //7/77 me < m 42" 80.0 80.0 60.0 65.8 W� ^�7 J �� ��" JCENSF 48" 80.0 80.0 60.0 60.0 i N 3 V/ _ r�• .70592 _ ��'•.. T OF drawing no. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ��ji��ys'•. ���� W1 6-70 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE �// ®®��� �� ///TII111A111� sheet 3 of 9 DESIGN LOAD CAPACITY -PSF WINDOW DIMS. GLASS TYPES 'B', 'Ai', 'Di' GLASS TYPE WIDTH HEIGHT EXT.(+) 1NT.(-) EXi.(+) 1NT.(-) 19-1/8" 26-1 /2" 37" 48° 53-1/8" 26" ao.o eo.o so.o eo.o 80.0 80.0 60.0 80.0 80,0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 19-1/8" 26-1/2" 37' 48' 53-1/8" 38-3/8' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 B0.0 80.0 80.0 60.0 77.8 80.0 80.0 fi0.0 75.0 80.0 80.0 60,0 75.0 1s-1/8" 26-1/2" 37' 48' 53-1/8" 50-5/8" Bo.o Bo.o sa.o Bo.o 80.0 80.0 60,0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 60.0 75.9 75.9 56.9 56.9 19-1/8" 26-1/2" 37' 48' 53-1/8' 58" 80.0 80.0 60.0 80.0 80.0 80,0 60.0 B0.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 60.0 72.3 72.3 54.2 54.2 19-1/8' 26-1/2' 37' 48' 53-1/8" 63" 80.0 80.0 fi0.0 B0.0 80.0 80.0 60.0 B0.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 60.0 72.3 72.3 54.2 54.2 19-1/8" 26-1/2" 37" 48" 53-1/8' 76" 80.0 80.0 60.0 80.0 80.0 80,0 60.0 80.0 80.0 60.0 JE 80.0 80.0 60.0 72.3 723 54.2 113Y WOOD BUCK \ '4 tl o d a d . O 3 e .. Q e TYPICAL ANCHORS -SEE ELEV. FOR SPACING A'. I TYPICAL ANCHORS SEE ELEV. FOR SPACING f n TYPICAL ANCHORS SEE ELEV. FOR SPACING r___________________T. 1 MIAMI-DADE COUNTY APPROVED I II MULLION & MULLION ANCHORS II II SEE SEPARATE NOA �I ' 1 EDGE DIST. I I 1 I� TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS:SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'TTW' (Fu=125 KSI, Fy=100 KSI) 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=M KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONCRETE OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) "abucr a€vm m m+Wyhtg Fits the it #Qk 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) h°kffing 0�k Aoteptame Na : -121 2. INTO MIAMI-DADE COUNTY APPROVED MULLIONS Eapl��te 1 Z OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 1fd�ArtkA9•otiuct Ceattat ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KS1 MIN.) �i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) II TYPICAL EDGE DISTANCE � it INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. ! INTO METAL STRUCTURE = 3/4" MIN. jI it �! WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. i� C-90 HOLLOW/nL ED BLOCK AT JAMBS fm = 2000 PSI MIN. 7 z14YIlttillttttt i M 0592 < N 1BY gr :" WOOD BUCK•. I LJ'��c OF v TYPICAL ANCHORS EDGE DIST. ' �i (i�''•• 0. P'' q `�X�� FSEE OR SEPA ` \� 11111� Z O Z ry 0 DO`a wiL C C7Nn p uT el �C 2m O 00.O<ti 0 ota (A O a Q Lu of a {L p m J 0W Qw9Ek � o z U _j w J Q of � N w 0 M H n o 3—:: 'n �z� Vi LO w Ld V) r MIu m i n � o v °a drawing no. W16-70 a t /4" MAX. SHIMS L ANCHORS " -n. TYPICAL ANCHORS -EV, SEE ELEV. PACING d a �` ' `t FOR SPACING N ' co a . a. . e WOOD BUCKS G ° m O➢mmp1,S �fll"Wl {smdiog Code Aereptaam No I7 /21 L •! Z' gyplret'tBa ➢ste� j.9rZ•1— Z HH� r ggAod Cecll� AL ANCHORS 1EV. SPACING L STRUCTURE 0sc Z�14 W m� O I Z W O� ° �r Q 2 n (L �.O0` � O U W N 0g vnura p'a'M o p IL 0 o O U) U) Q W z O 0 LL ZU)_ m .: a10 J W m � m o � 3 � o � M Z U � Jw J I W Q Cf V (n cq W � 0 I j 0 n V) N W W M r EN n_drawing rawing �a no�T.: ATEiSF oW16-70 FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MILLION ANCHORS SEE SEPARATE NOA 11 TYPICAL ANCHORS SEE ELEV. ►RODUCP REVISED FOR SPACING mcwuplyingwith the Aompmnm No ( 12. 1/4" MAX. SHIMS ES ALT, TYPICAL ANCHORS SEE ELEV. FOR SPACING e. a _e n e N 4 � 0 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS SEE SHEETS 4 & 5 FOR WINDOW DETAILS W 0 I Z m % 0 i m N F Z N Q S < O Ooo°� of W N N 0t m C1ocy w�l o?`� 0 °i O°��u�� m a2Z9H W Q 0 n N {6902 00<J Q z m = r d i ENSF •. 70582 � I � r IF • 6{� drawing no. P®����� W 16-70 I TYPICAL ANCHORS U w ILLUSTRATIVE DTLS. ONLY SEE ELEV. FOR SPACING I EXT. OR INT. FINISHES NOT BY E.S. WDW. z Z mh j n N TYPICAL ANCHORS: SEE ELEV. FOR SPACING z I #10 WOOD SCREWS (GRADE 2 CRS) o a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w N 1-1/2" MIN. PENETRATION INTO WOOD m c H I 0 �m j y n A E6 Oi 0 of'm �G�m °o ALT. C a 0 p "I TAT 0 y � m TEKS/SELF DRILLING SCREWS Q w n W w 6 FROM ENDS IL K a g m AND 12 O.C. MAX. J Z M s m Qwmf r- 1 /4' MAX. m GAP � l/2' MIN. I m 3 � o v Z Q c LLJ W O J Q LLJ w z O E6 ALT. p (n v~i 04 3 Q O rn o 3 (=7 Fi #10 TEKS/SELF DRIWNG SCREWS /RODUCi REVFf3 r7 m Z `�° w AT 6 FROM ENDS AND 12 O.C. MAX. tla eontPlP�R r". :'AFledft soarLd ,+�eceprruc. h I -12t •1-- W 6 g '� _ TELptratwR Wl8 �-aL%- L7.2.- w W lldr VroJnet` '�so' w � N N TYPICAL ANCHORS EXTERIOR c LA SEE ELEV. o_ FOR SPACING n � #10 TEKS/SELF DRILLING SCREWS WINDOW WIDTH y U U AT 6 FROM ENDS 00 0 AND 12 O_C. MAX. z © c d n n E6 /� - L � � z��� 0 m o f ALT. I _ m a m ``11111111111pgryN�y@�/p�///� dd OENS�'`•® M 0 O INSTALLATION DETAILS WITH FIN FRAME ADAPTERS 70592 � 7 N a F a N � SEE SHEETS 4 & S FOR WINDOW DETAILS \ : •• AT OF Ry drawingo no. TYPICAL ANCHORS /i '• O DA.•'•�6�� /''��Y/�I®®��� 1A/1 6_70 Y Y FOR SPACING y� �`\ sheet 7 of 9 �2.917 n w o n I .937 .050 Z 1.562 719 .062 II �O0�o U 1.187-�I Q w Ct a�W E1 FRAME Q N m ci O W et asamF.o 040 IL 13 c e1 277 C qi jr mmp 'D �� IK ZJ N W 7 Y. a 1.670 LO j OFRAME SCREW COVER Q w rn 2.857 .045� —C � I ,500 625 p n 2.780—�I raj 7 Oz U Es FLUSH FRAME ADAPTER -1 o 3. 4 w x_ rn�� w p a to 1.500 .063 0 z 3 - i 1° J 3z`�o - n w 0 . .500 .625 w W M r �I .045 —� Ifs-2.780 b11 Es FLUSH FRAME ADAPTER WITH FIN 2 N rR0DUC C 1�� m ""94,iss'o, the Fiot'6t No �p cs@ie�Di9,ie -� ✓ °� e z R ryj r C N h p � N h psi N O ._ Lg Aiiillllnul i g a m GEN 6331^- .519-" -q j�-.135 I I I II .625 .625 .625 .050 .974 �_ .050 .974�062 .974 • f STA OF •��` drawing no. E3 f .202 O .202 E4 M-.202 ii�f��1 IDP=•'Qp���`\ Wl6-7� GLAZING BEADS Z77j/®��@;i�AA� 9heet.8 of g ITEM g PART � REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/xmuexxc E1 ES-EL151 �1 FRAME 6063-T6 - E2 ES-EL752 AS REOD, FRAME SCREW COVER 6063-T6 - E3 ES-EL109 AS ROD. GLAZING BEAD (5/i6' LAM. GLASS) 6063-T6 - E4 ES-EL711 AS RQD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - ES ES-EL112 AS REOD. FLUSH FRAME ADAPTER 6063-T6 - E6 ES-EL715 AS REOD. FLUSH FRAME ADAPTER WITH FIN 6063-T6 - E7 ES-EL110 AS ROD. GLAZING BEAD (7/16' VJd. GLASS) 6063-T6 - M1 �B X 1' - FRAME ASSEMBLY FASTENERS ST. STEEL PH SMS M2 ES-SOOBA AS REOD. GLAZING BEAD BULB SILICONE DUROMETER 60t5 SHORE A M3 80-372A 2/ LITELffE SETi1NG BLOCK AT 1/4 POINTS (LAM. GLASS) SILICONE DUROMETER 80t5 SHORE A M4 EL100-801 2/ LIFE SETTING BLOCK AT 1/4 POINTS (INSUL LAM. GLASS) SILICONE DUROMETER 80t5 SHORE A MS �8 X 1' - FLUSH/FIN FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS n V W n i �m 3 M7 Z / / O Z q 6 W m a CY d N p ui .i EOM m0 KZ0 m Q W LL b Z tl) WELDED Q w m It - JOINTS FLUSH FRAME ADAPTER CORNER - J m h h m t] � O Z RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS J J ` Q x O V)t~nC,4� W ' X 0 a1 n o Z LO w C3 to j 2) w ItJ M5 procucrs*v+a� y � ce�PlYi+>i *it'- the Fieemt Iw1Aing Code -12 • IZ Aaupntxe N� I 7fZZ CcF- iE pjp{.rctYet prte �' � l A f.n J.q ptGsaMtnl °1 i i FIN FRAME ADAPTER CORNER h ^ m a N O , m » � m 6:� 2s `t�11111111//// Ca m � o 0592 i • � o c A •Ey�� drawing no. W16-70 AsgharJ. Digitally signed by Asghar J. Fathi, a � Fathi, AA0016049 AA0016049 Date` 2020.04.20 MIAM1.DADE 10:30:11-04�&Mi-DADECOUNTY + PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE AD1vIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOtAFVIFWFD FOR w .miamidade.eov/economy ES Windows, CODE COMPLIANCEs,LLC 35 3550NW 49" Street , Miami, FL33142 ST. LUCIE COUNTY SCOPE: BOCC FILE COPY 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 A14J (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 "EL300" Aluminum Outswing Door -L.M-L APPROVAL DOCUMENT: Drawing No. W17-59, titled "ES-EL300 Aluminum Outswing Door (L.M.I.)", sheets 1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/17, prepared by Ai-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Bar anquilla, Columbia, S.A., series, and the 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 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 Jorge M. Plasencia, P.E. M(A.MFDADE COUNTY > NOA No. 16-0617.03 Expiration Date: January04,2023 7a11 Approval Date: January 04, 2018 / Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. NEW EVIDENCE SUBAUtTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-59, titled "ES-EL300 Aluminum Outswing Door (I—M.I.)", sheets 1 throngb 12 of 12, dated 06/20/17, with revision A dated 07/21/17, prepared by Al- .Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Au 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, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing door, prepared byBlackwater Testing, Inc., Test Report No. BT-ESW-17-008, dated 06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification issued or. 08/03/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014) and FBC-6'h Edition (20177), dated 06/19/17, 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. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (AiA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. 4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex AP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. rge M. Plasencia, P.E. Produef Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January 04, 2023 Approval Date: January 04, 2018 E-1 ES Windows, LL C NOTICE OF ACCEPTANCE: EVIDENCE STJBMITTED F. STATEM�ENTPS 1. Statement letter of conformance, to FBC-V' Edition (2014) and FBC-6'° Edition (2017) and of no financial interest dated 07/25/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 3. Laboratory compliance statement for Test Report No. BT-ESW-17-008, issued by B1ackwater Testing, Inc., dated 06/15/17, signed and sealed by Dew) -is Duffy, CEO. 4. Proposal No. 16-1477 issued by the Product Control Section, dated I 1/23/16, signed by Ishaq Chanda, P.E. G. OTF ERS 1. None. E-2 Jorge M. Plaseneia, P.E. Pro act Control Unit Super -visor NOA No. 16-0617.03 Expiration Date: January 04, 2023 Approval Date: January 04, 2018 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ES—EL300 ALUMINUM OUTSWMG ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELFES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. * 3/16" HEAT STREN'D, GLASS ( `� 3/8" AIR SPACE 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS mqTrrosifIn yer 090" lnterlayer Z NTrosifol PVB America, Inc.' PVB 'Kuraroy America, Inc.' -gBByR'Kuraroy Bye NO90" Interlayer 090" InterlayerSentryGlas SentryGlasFBy Kuraray America, Inc.' By 'Kuraroy America, Inc.'h OR OR Interloyer 10li uT �J.09"Inte"Oyer.090' > mSaflex Clear And Color Glass Saflex Gear And Color Glass 'Eastman — W o�'Eastman Chemical Co.' By Chemical Ca.' QO tp.075" Interloyer CP With PET Core 'Eastman OR5" Intedayer Saflex DP With PET Core O NSofTex u.By Chemical Ge.' By 'Eastman Chemical Co.' - e� m93/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS ¢ � SILICONE SILICONE r t t- DOW CORNING 985 DOW CORNING w DOW CORNING 985 z y M1 li g anM1 795 1i DOW CORNING 2400 t DOW CORNING 795 z © ii . DOW CORNING 2400 m I M7 I I L 00 n I II I 11 I I II Z o '- o I I a' 0 1 x F- J LL & LLk��� p —1 � M4 ,5i1 M4 M4 z 7 in 0 n SQUARE BEAD OPTION m —_+ p `F r7 ml CLASS TYPE 'A' GLASS TYPE '_Al' ¢ m 7/16- OVERALL LAM. GLASS 1" OVERALL INStfL LAM. GLASS _Z �$ Z w p GLAZING OPTIONS NOTE 3' L i O1 EXTERIOR LITE OF GLASS TYPE 'Al' TO BE TEMPERED FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE 1S 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELO611Y, BLDG. HEIGHT, WWO ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. STEP 3 FOR SIDELRE PANEL (0) CAPACITY SEE SHEET 3. STEP 4 FOR SIDELITE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 3/8" AIR SPACE _ CONSISTING OF: SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 PRODUCT REVISED as cctMP g with the Florida JT'® �$`rrr/;, (� , •_ Building Cotle •, �• '•,"�'ey NOA-No. 16-0617.03 ���� �}CENo S u N o Expiration Date 01/04/2023 o.9 M o n Miami-0a Product Control =� � �� v � o L ' T OF •• ly�� drawing no. �` R W17-59 STD. SILL TYPICAL ELEVATION ( X ) SINGLE DOORS LOAD CAPACITY - PSF FRAME LEAF THRESHOLD TYPES EXT•(+) (NT.(-) WIDTH HEIGHT WIDTH HEIGHT 38-7/8" 96" 35-5/16' 93-9/16' STD, 80.0 80.0 38-7/8" 96" 35-5/16" 1 93-5/8" 1 ADA 80.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 z U i 7 5/8" MAX. 12" SILL ANCHORS MAX. AT STILE ENDS CORNERS FIFALD (4) AT 3" O.C. STD. SILL TYPICAL ELEVATION ( XX ) DOUBLE DOORS LOAD CAPACITY - PSF FRAME LEAF THRESHOLD TYFEBT(+) EX INT.(-) WIDTHHEIGHT WIDTH HEIGHT 76" 96" 35-SJt 6' 93-9/16" STD, 80.0 80.0 76" 1 96" 135-5/16" 93-5/B" AOA 80.0 B0.0 GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH - 11.750" (X DOORS) _ (FRAME WIDTH - 21.750")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 11.438" (STD. BOT. RAIL) = FRAME HEIGHT - 14.875" (HI -RISE BOT. RAIL) A 1 i C / V _ x � Z � w n xxy m m J V O a o e SINGLE OR DOUBLE DOORS WITH ADA SILL PRODUCT REVISED as complying with the Florida Building Code NOA-No_ 16-0617.03 Expiration Date 01/04/2023 By Miami-D Product Control OF q � m � N it 6 9 N 0 M Cq dot 0tiaem 0 o ui .a 002: o 0 ao<. 0 0bz W w 2 (o ZWgg-o t7 u M � o"'i � t I m IIn'� vi 0 a ,I n B C O \ O N drawinge no. W17-59 37 5/8" FRAME WIDTH 34 1/16" SURFACE APPLIED 25 1/16 FALSE MUNTINSDD.L.OPG. MAY BE USED � .-• yv 2 N - If p� Ic a I m II F 11 ter__ D 7 5/8" MAX. 12"MAX. HEAD/SILL HEAD CORNERS SILL TYPICAL ELEVATION (a) SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME PANEL THRESHOLD TYPES EXTd+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 37-5/8' 96' 34-1/16" 93-9/16" I STD. 80.0 1 80.0 37-5/B- 96" 1 34-1/16' 93-5/8" ADA 80.0 80.0 43-5/8" g2" 40-1/16" 79-9/16" STD, 80.0 80.0 43-5/e" 82" 40-1/16" 79-5/8" ADA 80.0 80.0 D.L.O, HEIGHT (SIDELITE). = FRAME HEIGHT - 11.435" (STD. BOT. RAIL) = FRAME HEIGHT - 14.875" (HI -RISE BOT. PAIL) D.L.O. WIDTH (SIDE LITE) = FRAME WIDTH - 12.563" m 149 1/18" FRAME WIDTH 34 1/16" 35 3/8" 34 1/16" PANEL WIDTH LEAF WIDTH HEAD/SILL ANCHORS PANEL WIDTH SURFACE APPLIED FALSE MUN F'AT STILE ENDS 25 1/16" 27 1/8" �(4) AT 3" O.C. 25 1/16" Q.L OPG. D.L. OPG. D.L. OPG, MAY BE USEDSED - - I u I II 1 /II I I 333 � z �' c ao II l � 1 n u I 1 ! I ACTIVE / INACTNE-I \ 1 7 5/8" 12" tJ- HED/SILL ANCH CORNERS JSILL MXMAXHEAD/S HEAD AT MULLION z SIDELITE 111DTH •+cc �.nnni ancci v mm .z M m Z N Vi WO80 N N XQw 0 ?m 04T01 BaoQ N 0 0a _ N o� W Z ZMQ M � m O � C O z y J rj o -1 LJ Z � � C 4 m 0 M n Z m 0 3Z o M 1 .V)11) O. N ENDS W DS �J TYPICAL ELEVATION ( O-XX-0 ) NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 98.7 SQ. FT. PRODUCT REVISED as complying with the Florida Building Code Now -No. 16-0617.03 Fxplration Date 1/04/2023 By Miami-Dafig Product Control 2i 92 = o f T OF drawing no. ,Yppk' D 1D(:• .py®�� W 179 59 DESIGN LOAD CAPACITY - PSR DOOR TO SIDEURE OR DOOR TO DOOR MUUION SICELTTE WIDTH INCHES FRAME HEIGHT INCHES UNREINFORCED REINFORCED EXT.(+)/INT.(-) D(T.(+)/INT.(-) 18 24 30 36 42 82 75.7 80.0 68A 80.0 62.4 80.0 57.3 80.0 53.0 7C5 18 24 30 36 84 71.4 80,0 64.4 80.0 58.8 80.0 54.0 75.9 18 24 30 36 90 58.0 80.0 52.4 73.7 47.8 67.2 43.9 61.7 i e 24 30 36 98 47.8 67.2 432 60.7 39.4 55.3 36.2 50.9 UNREINFORCED REINFORCED DOOR TO SIDELITE MULLION DOOR TO DOOR MULLION NOTE, FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELITE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM L Q u MPPAI I FRAAAF W q F L / / %� r. %i �i i E \ 6 \ c DOOR FRAME SIDELITE WIDTH / 7 ./ I Q \ \ c e \ DOOR SIDELITE FRAME SIDELITE WIDTH. WIDTH WIDTH x0x0 ( OX0 ) ceAl l CO.!SIf 1AfInTL1 !/L \\ \ - L L /j• A, j\ I /\ /j j DOOR R I DOOR I D OOR FRAME SIDELITE FHME FRAME FRAME SIDEUTE WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH ( XOX) ( xx0 ) ( OXX ) F A F A A \\ \\R E H 3 E PA c SIDEUTR DOOYlID F SWiDTHE D0 SIDELITE i SWIOTTHDOOR FRAE WIDTHE WIDTTHHAME WIID iH H I WIDTH WIDTH OXxxox ( OXX0 ) APPROVED CONFIGURATIONS DOUBLE (XX) DOOR WIDTH xEXXXO XXXX PRODUCT REVISED as complying with the Florida Bu9ding Code NOA-No. 16-0617.03 EKpiration�Datate 01/04/2023 By / Miami=vVl'Product Control C272'17 INA 6 q r 0Z } W t Qa ei � N UNM :�pwri o°'-M0 0 RG6 e'l � O L6 2 In ml02.i W QM _ n $E •+v® �� T I i �692 dOvAn a no. 3/ FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration Date 01 /04/2023 By Mia W� roduct Control ;C 27 "n<I 7 ue � M /Z fy ul Qa <6 0 W Cq cl �ouia �cxm o p ana °+ aY ° �wZoa I; Q W >LL y^ Zlq - o <Wm�� " O_ 0 0 o 0 z N U J SF 4 o -J W K F N O w O Z3J O �i�zwm 0 N I LU') Q J w ld r1m 6 a DOOR DETAILS 11CFM � nnCCM N d, O. 0592 CC D YE OF drawings no. < RIOP: �; W17-59 1 BY EDGE DIST. 28Y WOOD BUCK WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEEP t EDGE D 0 111111111111111111111 TYPICAL ANCHORS I TYPICAL ANCHORS SEE ELEVS. LSE. E,VS. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE EL--v. FOR SPACING 1 /4" DIA. ULTRACON BY `ELCO' (Fu=ITI KS!, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4' MIN_ EMBED INTO GROUT FILLED BLOCKS (JAMBS) 1 /4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6053-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = l' MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. 0-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. w FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration Date 0071/04/2023 By Miaml_D" �product Control MIAMI—DADE COUNTY APPROVED � rye ",' C... TYPICAL ANCHORS SEE ELEVS, FOR SPACING DOOR DETAILS x� OF 6 m C a �B ® OJN`M rl ® Utnh pWrnl ®apa'o �C7 0_61 � zw ce 4 1= � Imo. I M 0 0 o 0 z OJLd J ED rr Z 3 "r pU M m n 3zL`o t<i EO u 0 _j w iiln�r ME N O o n 1 JT a r tl a U - 4 9 N " drawing no. W17-59 TYPICAL FOR Si TYPICAL Al SEI FOR S TUCK ICAL ANCHORS ELEV. SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16.0617.03 expiration Date 01/04/2023 Miami- a roduct cantrol 1 /4' MAX I RS FOR SPACING BOOR DETAILS • i � W S .70 • ILf 9 U "6 V OF g� drawing no. W17-59 TYPICAL ANCHORS u EDGE DIST. SEE ELEVS. __ViFOR SPACING n Z 4 N Q M29 I E17 < a a N m m � O M6 El \ ®? y M M29MG O M2E 0 6 G e�1 �wc�oN E4 E12 Z LL M2 t'1 tCe q' �Z��k I ��II1 1,1 if EI m If I ij II —i m 1 I; i. !' o o v S �Ld s c=i II j� o w Of I U' O a4 I = vi N N ao H j 0 to Q d m a J 4 d M vi „I fi ji I I II if fi II C+ �y w it 11 !I I = s o zJ w a � ! �z OE4 I y N O .{ Ld M2 I � E11 ' f S:➢ELITE ➢Eii JLI �0PRODUCT REVISED M3 as complying with the Florida , , o 0 M6 dy NOMIiionBuilding Da 01104 202 ` ®• 1111 '/, ^ o , • � 3F'I yj-- Expiration Date Oi/04120230592 ` �.1� SE• :® b � I o WEEP HOLES ° I• • . ° + +! - "° i Mlani - a raduct Control _ o 5: a M 3/16' X 25 �� v a 1° FROM ENDS I •, EDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS •� •� , I ��,� drawing no. SEE ELEVS. EDGE DLST. SEE ELEVS. ✓-:i. �`::! i���Vyg'•. <0 10�;.•�,°rJ�®�; W17-59 FOR SPACING FOR SPACING ,rrr�,®��� ``` sheet $ of j Q l #till, • 1/4" MAX. SHIM s, .. �..• TYPICAL ANCHORS.,.,::: SEE ELEV. . FOR SPACING .., • .a E77 .. #10 SMS OR TEKS O AT 6' FROM ENDS OPTIONAL REINFORCING AND 12' O.C. MAX. SEE SHEET 4 FOR CAPACITY (CARBON STEEL TO BE PAINTED OR PLATED) I M25 E72 M2 E6 E6 tM24E1: I — __ _ FI ! uF �e uoa �m cw EXTERIOR Ij M24 (CARBON O IF31A .� I V nc„nuni cn..�cnoriac PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration Date 01/04/2023 By Miami-0aProduct Control r ? ^,_; SIDELITE DETAILS S�Er m N � J I m I C) m � O I O Z o -1 w J w ATED) cc 3 0 m a Z3 J` 0 w 0 I:l3 �p�v Ld . OF,92 •� T OF drawing no.17 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPIIER/REMARRS El ES-EL300-001 3 FRAME HEAD/JAMB 6063-T6 - E2 ES-EL300-002 1 FRAME SILL (STD.) 6063-T6 - E3 ES-EL300-003 1 FRAME SILL (ADA) 6063-T6 - E4 ES-EL300-OC4 2/ LEAF TOP AND BOTTOM RAIL 6063-T6 - E5 ES-EL300-005 1/ LEAF HI -RISE BOTTOM RAIL 6063-T6 - E6 ES-R100-006 1/ LEAF JAMB STILE 6063-T6 - E9 ES-F1300-009 1 ASTRAGAL STILE (ACTIVE) 6063-T6 - E10 ES-EL3C0-010 1 ASTRAGAL STILE (INACTIVE) 6063-T6 - El I ES-EL300-011 1 ADA SILL W STRIP ADAPTER 6053-T6 - E12 ES-EL200-012 1 FRAME COVER 6063-T5 - E13 ES--EL300-013 4/ LEAF GLASS STOP (LAM. GLASS) 6063-TS - E14 ES-EL300-014 4/ LEAF GLASS STOP (LAM. GLASS) 6063-T5 - E15 ES- I-300-015 4/ LEAF GLASS STOP (INSUL. LAM. GLASS) 6063-T5 - E16 ES-EL300-016 AS READ. SNAP IN FILLER 6063-T6 - E17 ES-ELi00-017 AS READ. EXTERIOR TRIM 6063-T6 E18 ES-EL300-01a AS REQD. FRAME COVER 6063-T5 - E19 ES-EL300-019 1 COVER STD. SILL 6063-T6 I - E20 ES-6011 I COVER ADA SILL 6063-T6 - E21 ACC-PL-020 1 BACK UP PLATE 6063-T6 - hit ES-5008A AS READ. GLAZING GASKET SILICONE DUROMETER 65±5 SHORE A N12 ES-P251-GO5A AS REGO. - EXTERIOR LEAF GASKET SILICONE DUROMETEP, 70±5 SHORE A M3 S-45T-GO9 AS READ_ ADA SILL GASKET EPDM FiUROA1ETER 70i5 SHORE A M4 ES-21-B04A 2/ LITE SETTING BLOCKS AT 1/4 POINTS I SILICONE DUROMETER 8C,5 SHORE A M5 W23221 NG AS READ. PILE W'STRIPPING POLYPROPYLENE - M6 W23221 NK AS READ. PILE W'STRIPPING POLYPROPYLENE - M7 W23381NK AS REQD. PILE W'STMPPING POLYPROPYLENE - M8 - AS READ. MULLION REiNE CHANNEL_ (LENGTH = MULL HT. - 101 A36 STEEL - M12 - 4/ LEAF HINGE ASSEMBLY - HAGER M22 #12-24 X 1/2' - HINGE FASTENERS ST/ST FH SMS M23 #8 X 1/2" - IW'STRiP ADAPTER FASTENERS ST/ST 1 PH SMS M24 #10 X 3/4- - I FIX. PANEL FASTENERS, AT 6- FROM ENDS & 12- G.C. Si/ST PH SMS M25 J12 X 1-3/4" - FRAME ASSEMBLY FASTENERS ST/ST PH SMS M26 3/8-16 X 2" - LEAF/PANEL ASSEMBLY FASTENERS I ST/ST HEX CAP FULL THREAD 18-8 3/8" WASHER ST/ST HEX CAP FULL THREAD 18-8 M29 #10 X 1-3/4" AS READ. HEAD ASSEMBLY FASTENERS ST/ST PH SMS `! v Z n ®F y LOCKS: z ACTIVE LEAF: 1% 0 o SURFACE MOUNT 3 POINT MORTISE LOCK SYSTEM 'INTERLOCK ® m -.4 IS N BY USA' yy KEY OPERATED ON EXTERIOR AND THUMB TURN ON t 4 INTERIOR CT TYPE HANDLE AT 43-5/8' 1O. ®}0 h m ACTIVATES SHOOT SHOOT BOLTSNGAG EN GAGING 3/4" MIN.ROM HEAD AND SILL FASTENED C j M C' ro WITH (2) #10 X 3/4" FH SMS g ® C D H INACTIVE LEAF: ro®w p Z J N SURFACE MOUNT 2 POINT LCCK SYSTEM 'INTERLOCK E(W h 6- m BY USA' LEVER TYPE HANDLE AT 43-5/8" FROM BOTTOM I6 2 O ACTIVATES SHOOT BOLTS ENGAGING 3/4" MIN. AT HEAD AND SILL m FASTENED WITH (2) #10 X 3/4" FH SMS m HINGES: 4-1/2" LONG FLUSH MOUNT STEEL BUTT HINGES BY `HAGLR' FASTENED WITH 12-24 X 1/2" FH MACHINE SCREWS o m FOUR PER HASP(LEAF). o ,� TOP AND BOTTOM HINGES AT 7-7/8" FROM EACH END (1) HINGE READ. AT MIDSPAN FOR 82" HIGH DOORS WITH z STANDARD THRESHOLD ONLY. U ALL OTHER DOORS TO HAVE INTERMEDIATE HINGES AT 26-3/8" O.C. MAX. o J w Lu z N� SEALANTS: ALL FRAME AND LEAF JOINTS AND SEAMS SEALED Op rMi m WITH DOW CORNING 791 SILICONE. Z 3. - 0 ZLL o w � � Q lW L;M� x is PRODUCT REVISED 111u L nTITT� U<� as complying Code the Florida Building NOA-No, 16-0617.03 'gi • CIS Expiration Date 01/04/2023 BY Miami a roduct ControlU " 9 V B OF •• ��� drawing no. " 7 YY f7-59 ( 6 1 FRAME HEAD/JAMB I0 FRAME SILL (STD.) 724p-- 080 1 1.1733 TYP. .500 250 I I T t�--3.979--�i FRAME SILL (ADA) �{ 1226 ,324 0 1.314 ADA 1V'STRIP ADAPTER 045� TYP, II 1.066 FRAME COVER .045 TYP' I 1.383 • 1.706 �� 1.118 d 289 .060—� 7. TOP AND BOTTOM RAIL HI —RISE BOTTOM RAIL JAMB STILE 771 r-.287 .040 ASTRAGAL STILE (ACTIVE) ASTRAGAL STILE (INACTIVE) MULLION REINF. CHANNEL F—3.152-7 '03 a70 '793�Ib 1.793Or .8873 1.222 T-9. bp E73 E14 GLASS STOP (LAM. GLASS) 3. SNAP IN FILLER PROWCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration Date 1/0412023 BY Miami -Da Product Control �>C27 ;.7 231 .873 .062 1 222 T--i—TY . I E15 GLASS STOP (INSUL LAM. GLASS) � m � �go�o 0'e FFo � ®UW� i� c of m ®a.a< ®0�a WQ W D Ji jW W A F n N� a O N O V drawing no. W17-59 FRAME COVER I(E19) COVER STD. SILL I(E20) COVER ADA SILL EXTERIOR TRIM W 0 �Z M N I W Z a a a 3� o+ i �® W C 4 U IjI m �cLai Q Ur ¢Cm ® aoor~t °ot 0 winLLT M WaNF ILI ! /X DOORJSIDELffE FRAME � " M TOP COP.NERS' o O E21 o J 0 v Z , 3 ' o J W i 1 l^aJn s2 O-T� h Q m IACCESS Z J ,o \ HOLE M Z U- o !� pit! Lo I 'nwI W M F" CF tt DOOR LEAF CORNER SIDELFE PANEL CORNER `` ttllt 111111 l� U c a �n PRODUCT REVISED as complying with the Florida ,� F Building Code O. 92 o n NOA-No. 16-0617.03 a DOOR FRAME DOOR/SIDELiiE FRAME BOTTOM CORNER Expiration Date 01/04/2023 BOTTOM CORNER t_ ) �s drawing no. Mlaml-Da Product Control 5'�t+%•I ��i�� yS ••••LORtDP'� •�9®�; W� 7-59 �i�'�e®��� ���` sheet 12 of 12