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HomeMy WebLinkAboutProduct ApprovalM IAMI•MIAMI-DADS COL N3 TY LWAN"M PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY-AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadexov/econnrnv E.S. Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 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 Cotuity) 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 perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, 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 I ligh Velocity Hurricane Zone. DESCRIPTION: Series 4000 Aluminum Sliding Glass Door w/ Reinforcements—LM[ APPROVAL DOCUMENT: Drawing No. W03-100 Rev M, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 7 of 7, prepared by Al-Farooq Corporation, dated 11/08/03 and last revised on OCT 21, 2015, signed and scaled 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 Limitations: 1. See DP Vs Glass types & reinforcing levels in sheet 2 for 4 Panels or less configured SGD and sheet 3 for taller two panels configured OX, XO or XX w/ Heavy Duty reinforcing. Exterior (positive) design pressures are limited to +70 PSF w / 2-1/2" sill & +80 PSF w/ 3-1/4" sill. 2, Max. Door frame area not to exceed 96"x192" =128 ft2 (4 -panel) or 98"x 11 I" =75.5 fl? (2 -HD panel) corresponding to tested area. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia, state and series and following statement: "Miarni-Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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. 'Phis NOA revises NOA #1.4-0923.11 and consists of this page 1 and evidence pages E- 1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 15-0629.01 MIAMFtiADECOUNTY Expiration Date: March 18, 2019 �( Approval Date: November 05, 2015 Pagel E.S. Windows, LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No. W03-140 Rev M, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 7 of 7, prepared by Al-Farooq Corporation, dated 11/08/03 and last revised on OCT 21, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #14-0923.11/13-1115.03/#12-0312.03/#09-0210.07/#08-0417.03) L Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL-3908, dated 10/09/03, FTL-3909, dated 09/26/03, FTL-3910, dated 09/30/03 and FTL-4287, dated 09/22/04, signed and sealed by Joseph Chan, P.E. and the Test Report No. FTL-4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E. 2 Additional Reference test.reports No. FTL-5471, dated 01/24/08 and FTL 7894 (Tandem Nylon Rollers), per TAS 201/203-94, issued by Fenestration Testing Lab, signed & sealed by Michael Wenzel, P.E. and Idalmis Ortega, P.E., respectively. C. CALCULATIONS 1. Anchor verification calculation, complying w/ FBC 2014(5' Edition), dated 07/31/2015, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTME-1300-02,-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former F.I. DuPont DeNemours & Co., Inc. for the "Sentry Glass 0 (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Kurray Butacite PVB Interlayers", expiring on 12/11/2016. F. STATEMENTS 1. Statement letter of compliance to FBC 2014 (5`a Edition) and of no financial interest issued by AI-Farooq Corp., dated 07129/15, signed and sealed by Javad Ahmad, P.E. 2. Statement of Lab compliance, part of above test reports. 3. Distribution agreement dated 03/05/14 between ES Windows, LLC & Energia Solar, SA, and Colombia, signed by Andres Chamorro (Gen MGR) and Clara Garcia (Sales MGR), respectively on behalf of their companies (submitted under #13-1115.03) G. OTHER L This NOA revises NOA # 14-0923.11, expiring March 18, 2019. 2. Tet proposal # 07-3815, approved by BCCO and dated 07101/14 by Ishdq I. Chanda, P.E. Product Control Examiner NOA No. 15-0629.01 Expiration Date; March 18, 2019 Approval Date. November 05, 2015 E-1 r MAX. I HERO/SILL CORNERS 192" MAX.-' --- r - DOOR FRAME WIDTH __ ----- 8 15" MAX CLUSTER OF ANCHORS HEAD/SILC �SE£AT HPEETTAILILL BELOW RI.00K/ASTRAGAL) IANCHORS N PAIRS Z i DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. DAYLITE OPENINGS WIDTHS: FIXED/LOCK STILE–INTERLOCK - PANEL WIDTH – 5,375" INTERLOCK–ASTRAGAL – PANEL WIDTH – 5.625" DAYLITE OPENING HEIGHT: PANEL HEIGHT – 5,00" PANEL HEIGHT = DOOR FRAME HEIGHT – 1.250" 2E_R_I.E$=b000 ALU d $i, NI C GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN AND APPROVED CONFIGURATIONS ON SHEETS 2 AND 3. t a [� _..© ' 43 11/15' MAX. ASTRAGAL 49 j 49 1/16" MAX. D,L OPG. —. SEE SHEETS 5 & �... _... G ROM. PANEL WIDTH TYPICAL FOR APPLICABLE REINFORCING TESTED UNIT 0 .-.. J tl 4�m' M � cc /'�� DETAILS � AND O e3 SEE SHEET 6 FOR NO REINFORCING --. 0�Mn �a 2mw � �� SEE SHEET 6 FOR MEDIUM REINFORCING w $ �0 W ' m ANCHORS IN PAIRS SEE SHEET 5 FOR HEAVY REINFORCING pBADUCTNEYIBRT+ YSIIA nlIbtu T%d" t4WMLl� I 5 �pte,klbrLS$13 o DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. DAYLITE OPENINGS WIDTHS: FIXED/LOCK STILE–INTERLOCK - PANEL WIDTH – 5,375" INTERLOCK–ASTRAGAL – PANEL WIDTH – 5.625" DAYLITE OPENING HEIGHT: PANEL HEIGHT – 5,00" PANEL HEIGHT = DOOR FRAME HEIGHT – 1.250" 2E_R_I.E$=b000 ALU d $i, NI C GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN AND APPROVED CONFIGURATIONS ON SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HWZ), 18Y OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 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–METALUC 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. m I_' y\ `-INTERLOCK 1/4' ULTRACON DIRECTLY INTO CONC. AT SILL THIS ADDITIONAL ANCHOR –REQVIREO AT HEAD FOR ANCHORS INTO WOOD I S" RETAINING CLIP-----�� �– AT HEAD 41 SILL OT 2' 1 1 1/2' 1 1 1/2' 1 2' DETAIL STER OF ANCHORS AT INTFRLOCK/ASTRA ASL„ NDDS 1/4' ULTRACON DIRECTLY INTO CONCRETE AT SIU. t a [� I ' 43 11/15' MAX. ASTRAGAL 49 j 49 1/16" MAX. D,L OPG. —. _ NOM, PANEL WIDTH 49 5/16' MAX, �... _... G ROM. PANEL WIDTH TYPICAL ELEVATION TESTED UNIT THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HWZ), 18Y OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 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–METALUC 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. m I_' y\ `-INTERLOCK 1/4' ULTRACON DIRECTLY INTO CONC. AT SILL THIS ADDITIONAL ANCHOR –REQVIREO AT HEAD FOR ANCHORS INTO WOOD I S" RETAINING CLIP-----�� �– AT HEAD 41 SILL OT 2' 1 1 1/2' 1 1 1/2' 1 2' DETAIL STER OF ANCHORS AT INTFRLOCK/ASTRA ASL„ NDDS 1/4' ULTRACON DIRECTLY INTO CONCRETE AT SIU. VVV QgG cl O �... _... G fl al� 8 _ C�0al a! C tl 4�m' M � cc e3 0 --. 0�Mn �a 2mw � �� s.z g3z w $ �0 W ' m ANCHORS IN PAIRS pBADUCTNEYIBRT+ YSIIA nlIbtu T%d" t4WMLl� I 5 �pte,klbrLS$13 o I Engr, JA4A0 AHNAO CIVIL FIA. E 170592 CAN. 3536.+yam,. ` 0� 21115 drawing no. t W03 -1o0 [ehee OT'7 I -3/16' H.S. CLASS 090' Interlayer -SentryClas By 'Kuroray Americo, Inc.' 3/16' H.S. GLASS _ SILICONE DOW CORNING 795 m T GLASS TYPE 'A' 3116" H.S. GLASS 090' Interlayer —Butoolte PVS By Kuroray America, Inc. 3/16' H,S. GLASS SIUCONE DOW CORNING 795 GLASS TYPE 'H' GLASS TYPE 'C' CORNING 795 DOOR FRAME W. DOOR FRAME WIDTH DOOR FRAME WFDTH DOOR FRAME WIDTH_ _ DOOR FRAME WIDTH NOM - E A& E U- — no XO (SHOWN) 0XC (SHOWN) XXX (SHOWN) 1 Oxxo XXXO(SHOWN) Ox xxx xxxx xx APPRO)jED CONP'fGllRA?,LQNS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY WITH EGRESS REQUIREMENTS PER FRC AS REQUIRED. PBODUC F umsED lwcmn yirywfl theikridt jerrrAr Ne l S- O bZ9 .a it �L&,>,�i� .'x,1,,,.5 MWIllrgrrc.wrAl NOTE; GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 En9r: JAVAO AHMAD CML AtFpE70592 36 Imb 01 � a � od 3 �a 0 bi a CY a C �qc ^ Y1� g � J o vi 0 N � � N z _ - r O Q y S o drawing n0. W03 -1Q0 (sheet 2 of 7 ] SEE SHEET 3 FOR OX, XO OR XX DOORS WITH HEAVY REINFORCING DESIGN ]AAD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) GLASS TYPES 'A% 'B' OR 'C' HON- DM FR 1 NO RE]NFOR'G MEDIUM REINFOR'G HEAVY REINF'G PA4EL VAIITH ]WE$ "MT IHa4L4 EXT. (+) INT. (-) Exr, (+) INF. (-) EXT. (+) INT. (-) 30 70.0 _ 80.0 70.0 80.0 70.0 36 70.0 80.0 70.0 80.0 �- 70.0 _80.0 42 _ 61 1/4 T 70.0 80.0 _ 70.0 80.0 HEAT STREN'D GLASS 48 _ - - 70.0 80.0 54 - - - - 70.0 71.1 090" Intoayer 70 - - 70.0 e0.0 70.0 80.0 BataclLe PVB By Kuroray Americo, Inc! 38 96 - .. 70.0 80.0 _ 70.0 80.0 I -1/4" HEAT STREN'D GLASS 48 - - +J - 70.0 80.0 GLASS TYPE 'C' CORNING 795 DOOR FRAME W. DOOR FRAME WIDTH DOOR FRAME WFDTH DOOR FRAME WIDTH_ _ DOOR FRAME WIDTH NOM - E A& E U- — no XO (SHOWN) 0XC (SHOWN) XXX (SHOWN) 1 Oxxo XXXO(SHOWN) Ox xxx xxxx xx APPRO)jED CONP'fGllRA?,LQNS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY WITH EGRESS REQUIREMENTS PER FRC AS REQUIRED. PBODUC F umsED lwcmn yirywfl theikridt jerrrAr Ne l S- O bZ9 .a it �L&,>,�i� .'x,1,,,.5 MWIllrgrrc.wrAl NOTE; GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 En9r: JAVAO AHMAD CML AtFpE70592 36 Imb 01 � a � od 3 �a 0 bi a CY a C �qc ^ Y1� g � J o vi 0 N � � N z _ - r O Q y S o drawing n0. W03 -1Q0 (sheet 2 of 7 ] • CLUSTER OF ANCHORS AT INTERLOCK DESIGN LOAD CAPACITY - PSF (OX, XO OR XX ONLY) 98" MAX. FOR 111' MAX. DOOR FRAMF/ SEE DETAIL BELOW GLASS TYPES '➢' OR 'E' 106' MAX. FOR 100" MAX. DOOR f ETA HT. DOOR FRAME WIDTH HEAVY HEINP'G (SEE DETAIL SHEET 5) �' 15" MAX. NOMINIL DOOR iRAl1E C 6" MAX. TYP. HEAD/SILL ��p • TYP. CA 51 PANEL WIDTH HEIGHT I MCKS INCHES I EXT. (+} I INT. (-) (HEAD �-' I I CORNERS I 30 I 80.0103.0 JB I 80.0 103.0 3 _ 42 .6 B8.3W TD �� 45 8? 1/4.0 62.4 r72,6 f 48 .0 70.0 t_ (} 54 30 63.5 80.0 103.0 - INTERLOCKS t'. 36 80.0 103.0 WITH - HEAVY RElNF, r 42 96 80.0 70.0 n ONLY ! 48 I 80.0 70.0 {f 54 I 72.6 63.5 yI z n o �� 30 80.0 36 80,0 103.0 103.0 f r N +2 100 -,. 80.0 70,0 'G3 a �a }� _ 03 48 8010 70.0 g REINF. f Il - M 54 3C 72.6 60.0 I 63.5 70.0 SEE SHEET 5 V BH M 36 I 80.0 70.0 i --I 42 111 80.0 70.0 •I E 48 F 80A 70.0 IS THE SHOWN EAT. (+} LOADS REQUIRE - i --. 3-1/4' SILL HEIGHT (DTL. 91 ON SHEET 4). a REDUCE EXT.(+) LOAD CAPACITY TO I B 1Q0I �> +70.0 PSF IF 2-1/2" SILL HEIGHT IS USED INT.(-) LOADS REMAIN UNCHANGED. DOOR HE AND WD7F! 512E MUST COMPLY NTH EGRESS REQUIREMENTS PER FOC:AS REQUIRED.. y 44 3/8" D.L. OPG. 44 3/8" 50" D.L. OPG, PANEL WIDTH 50- 1/4* ULTRACON PANEL WIDTH DIRECTLY INTO CONC.- AT SILL TYPICAL. fr."E ATION (OX) (SHOWN) THIS SIZE TO HAVE HEAVY REINFORCING AT INTERLOCKS (SEE SHEET 5) _DOOR FRAME W. DOOR FRAME W. DOOR FRAME W W' Q- - Ctp1} -} - -N o- X0 _._ ox _ xX THIS ADDITIONAL ANCHOR REQUIRED AT HEAD FOR ANCHORS INTO WOOD i� O _ 6' RETAINING CUP AT HEAD & SILL FSE DETAIL CLOS FR nF` ANCHORS AT INTERLOCK NDG 1/4" ULTRACON DIRECTLY INTO CONCRETE AT SILL 3/16" H.S. GLASS 080" Interloyer SentryGles 8y 'Kuraray America, Inc,' 3/46" H.S. GLASS SILICONE DOW CORNING 795 �W M yym c� 13 I'll �I I I i' L 14 CLASS TYPE '➢' PRODUC r REVISED Iv "MINA ft .nilh the FTnr14 Twtling cools r> ni. IT-pin0/ =:t� Engr•. MAD AHMAD CML fIA PE 70592 C N. 536 r � �pti5 3/16" H.S. GLASS 090' Interlayer -8utaclta PVB By 'Kuroray America, Inc. --3/16" H.S. GLASS SIUCONE DOW CORNING 795 CLASS TYPE 'E' HEAVY REINIMRGIHC AT EXTERIOR/INTERIOR INTERLOCK NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 �lllr� o� F I 111 IgD � � N g� Q _ H0w Z r a i1�-- �i fnC/l d 0`FM ? M gC Zed ,F N V V c �v386� i y a rdrawing no. W033-10 ahesl 3 Of 7 EDGE DIST e' TYPICAL ANCHORSI .. 3 PER CUP-�^� INTERLOCK/ASTRAGAL 1 FOA C� TI' EbGE DIT. v! W2. W3 CONCRETE' 3 '51 MIN: TYPICAL ANCHORS / 3 PER CUP INTERLOCK/ASTRACAI TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING EDGE DIST. PROPERLY SECURED 1BY OR 29Y WOOD BUCK (SEE NOTE SHEET 1) '4 .2' 1/4e O.C.'tANCRETE ♦ •; r ° •, e..3 KSI. MIN. .. . I 9 TYPICAL ANCHORS'; 3 PER CLIP-- n +INTERLOCK/ASTRAGAL Q I!I it 18 r li \ MIAMI -RADE COUNTY APPWD MULLION l�A IJ STEEL. 1/8" THK. MIN. Fy=38 KSI 8 ALUMINUM = 1/8' THK. MIN, (6083 -TS) 4 SEE SEPARATE HOA ��ry,-- E in I. 01__.�ST-�__ 2 1/4' 0.. {fl . 34 TYPICAL ANCHOR$ L_JJ lyt' j IIS jl' 3 PER CLIP i' Ir 73 u P INTERLOCK/ASTRAGAL I I- I II O TYPICAL ANCHORS IN PAIRS g. SEE ELEV. FOR SPACING NO SHIM SPACE !!I 1I, I 4l I!I I [p0 1 Ii Ii u !., j. I 51 I!i li 1� !P i• IIS ii 1 II I, j' l I� Iji TYPICAL ANCHORS H I U li 3 PER CUP-� 6 II, p, 1i INTERLOCK/ASTRAGAL p II 1 I I O I' I' N ir it !t !r 13 In In !I III � 10 4 2 D BI f7 I N 'POURED k HARDENED n HIGH STRENGTH GROUT ILI-_E NOT BY E.S. WINDOWS 1," MUST TRANSFER SHEAR I LOADS TO STRUCTURE TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS 3 PER CLIP SEE ELEV. FOR SPACING IWERLOCK/ASTRAGAL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING I �21- 1/4. O.C. -• rCOF1CRETE' n a a< 3 KSI 'MIN, d TYPICAL ANCHORS ;N PAIRS �L II SEE ELEV. FOR SPACING amu, y a METAL STRUCTURES {SEE SPEC) THEM TO THE BUILDING STRUCTURE. . Eli ndKlCerfiol AT 19" O.C. ALONG FRAME WIDTH -;T Ur --���_..I II 28 n I� is I i ii iji li. i, C GE`.CONCRETE �L II 6 amu, y a �v a MUST SUSTAIN LOAD$ IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. . ndKlCerfiol TYPICAL ANCHOR84 SEE ELEV, FOR $FACING '3 KSI MIN. - TYPICAL ANCHORS IN PAIRS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES SEE ELEV. FOR SPACING G l; 1X OR 2X WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS �v a MUST SUSTAIN LOAD$ IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ndKlCerfiol TYPICAL ANCHOR84 SEE ELEV, FOR $FACING ► I X DIA, 1 TRACON BY 'E A' (Fu -177 KSI, Fy-i55 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ". :- q o 1-1/2" MIN. PENETRATION INTO WOOD 0 � ~ THRU 1BY BUCKS INTO CDNC, OR MASONRY 0 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) Ei 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) d� DIRECTLY INTO CONC. OR MASONRY 33 ixG 1--1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) � Z D�( � 1-1/4" MIN. EMBED INTO CDNC, OR MASONRY (JAMBS) !. 1/4 DI.7EKSORSELFQRiLLINGSGREWSS��. 7EKSOR SELF (GIIADE 5 CRS) �j INTO MIAMI-DADE COUNTY APPROVED MULLIONS ACETAL WHEELS IN METALLIC HOUSING 'PABOSA' GTF-26/13-02A ST. STEEL WHEELS IN METALLIC HOUSING 'BSI' ARO6BSS-ISI/4' ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) INTO METAL STRUCTURES (HEAD/JAMBS) STEEL : 1/8• THK. MIN. (Fy = 36 KSI MIN.) $ I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ^ r� ������e�oISTANQ INTO CONCRETE AND MASONRY = 2-1/2" MIN. o 3 INTO WOOD STRUCTURE = 3/4" MIN. o INTO METAL STRUCTURE = 3/4' MIN. Is�ieei A of 7 1 Iii n WOOD AT HEAD OR JAMBS SG - 0.53 MIN.CONCRETE II; AT HEAD. SILL OR JAMBS Vc - 3ODD PSI MIN, I C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN, z in m � SEALANT; l_'. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH — WHIITE/ALUMINUM COLORED SILICONE. IfEEPHOLE.S: W1 = 1-3/4" WEEP NOTCH AT EACH END W2 = 3/4" WEEP NOTCH AT EACH END ►� a W3 = 3" X 1/4" WEEP HOLES AT 2" FROM EACH END u rcl PRODUCFRF:VI6E0 re"PLyNy wBb The F3nr44 a - ° bel l C", in n r h G l; Rc"%"Oele19-CL2q- I p i s- g n ti ndKlCerfiol _ ► TRACK COVER VW 123250 ST. STEEL En9r: JAV D AHMAD ". :- q o FLA , / 7 30592 Olt. � � x u u J �j ACETAL WHEELS IN METALLIC HOUSING 'PABOSA' GTF-26/13-02A ST. STEEL WHEELS IN METALLIC HOUSING 'BSI' ARO6BSS-ISI/4' drawing no. ''WO3-100 C.I. ?O'� Is�ieei A of 7 1 WOOD allCK NOTE SHEET f CFlX. PANEL ON OUTSIDE TRACK I/4" MAX. SHIM N B c � 4 15 l:l TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING CO X 1/2" PH SMS CUP METALFIX. PANEL ON STRUCtURES ! INSIDE TRACK 1/4" MAX. —� }...._._SHIM 30 y 0 .}....:;);:?: r'�. fie_•. o LI t 1 EXT. FRAME WIDTH L_TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 11YinnLvVi SULLiD SCREEN D.L. OPO, ASTRAGAL STILE 40 INTERLOCK STJIJRS EXTERIOR -- ODOR FRAME WIDTH.__ -.--- HEAVY REINFORCING AT EXTERIOR/INTERIOR INTERLOCK & ASTRAGAL STILES IBY WOOD aL (SEE NOTE SHEET ZQlrt TYPICAL ANCHORS IN PAIRS 4 v� gl OSEE EIEV, FOR SPACING- -- G � C 1/4' SHIM U n AM I� ap 0o'i " N 4R / g _ F Z3�e w � PWDUC r RMUD g a �raaopyl+{�rkfrthe�larSi► n � �' � Ampow- YIC a �i- mIC drawing no. w03-!00 Sheet 3_of 7 O 'A/4" 7 MAX. i ' SHIM D_L_OPO. >. TYPICAL ANC14ORS IN PAIRS 23 O` SEE FLU, FOR SPACING t pzp.. e cl 15 N EXT. En9r: JAVAD AHM40 CML SCREEN OPT4.—^---- 70592 FLA. Iz�S saS ,�. DOOR FRAME WIDTH _-� ZQlrt TYPICAL ANCHORS IN PAIRS 4 v� gl OSEE EIEV, FOR SPACING- -- G � C 1/4' SHIM U n AM I� ap 0o'i " N 4R / g _ F Z3�e w � PWDUC r RMUD g a �raaopyl+{�rkfrthe�larSi► n � �' � Ampow- YIC a �i- mIC drawing no. w03-!00 Sheet 3_of 7 MED LlX EEINFORCING AT EXT. INTF,RLOCK & ASTRAGAL STILES NO 12EINF0RCING ITEM 6 PART F QUANTITY DESCRIPTION MATERIAL MANF. SUPPLIER/REMAHKS 1 ES -4001-1 i ASTRAGAL STILE I -�__ .� SCREEN NO 12EINF0RCING ITEM 6 PART F QUANTITY DESCRIPTION MATERIAL MANF. SUPPLIER/REMAHKS 1 ES -4001-1 i FRAME HEAD - 2 ES -4002-1 1 STD.FRAME SILL _6063-T6 2A 1 HI -RISE FRAME SILL _ 6063-T6 - ES 4003 1 1 FRAME JAMB 6063-T6 - .__3. 4 5 _ fS 4004-1 ES -4005-f —_ 2/ PANEL AS READ. �_, _._. - -.�.- TOP AND BOTTOM RAIL LOCK STILE 6063 -TB 6063-T6 .._ ._ 6 7 _ ES -4006-1 AS READ. ES -4007-1 AS REDD.FEMALE INTERLOCK ASTRAOAI. 6003-78- 6063-16 8 I ES -4008 T-2/ AS REDD. PANEL TOP & BOTTOM RAIL STIFFENER IPANEL GUIDE (TOP ONLY) 6063-T6 CELCON _- NOT SHOWN 0 t a 0 g M 9ES-4009 ES -4010 I 2/ PANEL RETAINER CLIP, 6' LONG 6063--T8 - d t4 it 27-445 I AS R£QD. GLAZING WEDGE GASKET EPOM DUROMEIE(l 75±5 SHORE A, SDLVCIONESLNCAUCHO 14 I 27-448 AS NEOD BOTTOM RAIL GL A55 STOP EPOM OUROMETER 6835 SHORE A. SOLUCIONESENCAUCHO I 14A 15 27-+49 - W23241NK _ AS REDD. TOP RAIL & STILES CLASS STOP --- AS REGO. STILE & JAMB W'STRIPPING T . - EPOM - DUROMFTFR 7515 SHORE A, SOLUCIONESENCAUCHO GLASS PANELS, ULTRA.FAB gN rL 1100 .- 13I i6 026647DK h5 REDD, _._­ TOP RAIL W'STRIPPINO - _ GLASS PANELS, ULTRAFAB 13 i 17 ES -4015 AS READ. BOTTOMW'STRIPPINO VINYL CLASS PANELS ` 19 #10X1-1/4' PH SMSI-6/ PANEL _RAIL PANEL ASSY SCREWS CLA__S_S PANELS 120 " FH SMS 2/ CORNER x26/13 FRAME ASSY SCREWS -__..__..._..�....._..-. } GTT -07A 2/ MOV. PANEL TANDEM ACETAL WHEELS IN METALLIC HOUSING - PAB06A I1 20A _ AR06BSS-1SI/4 �2/ MOV_ PANEL TANDEM ST. STEEL WHEELS IN �� 851 METALLIC HOUSING 24 23 /10X1-1/4' PH SMS 1/ ROLLER 2300-105S 1/ MOV. PANEL ROLLER INST. SCREWS 3 PLY METALLIC HOOK LOCK - ST. STEEL CLASS PANELS ONLY 24 25 - 537 2/ LOCK _LOCK 1/ LOCK INSTALLATION SCREW LOCK IKE PLATE _ - 46-32 X 1/2' FH MS, ST. STEEL PLATED STEEL 0 -.///333.111J1 010 PHMS - 21 LOCK STRIKE SHOWN2-6 {) 7 0 27 1/ LDCIf NEER 9RRAND EX7ERIOft P le -32X 1/2' FN MS' ST.STEEL M I _..._ 26 E54026 AS REDD._ SILL T65ER 6063-75 - _- I Z 28 ES -4017 -� 2/ PANEL FIXED PANEL CLIP (OUTSIDE PANEL) 5063 -TB 20A ES -4020 2/ PANEL FIXED PANEL CLIP (INSIDE PANEL) 6063-75 FOR OXO DOORS u .. 30 /1OX1/2' FH SMS 2/ CUP FIXED PANEL CLIP FASTENER - - I'7 : 31 - , AS NEOD. 1/4' X 1-1/2' REINFORCING BAR _ 36 KSI STEM LENGTH = PANEL HT. - 6.5' 32 - AS REQD. 1/2' X 1-1/2' REBIFORCIWG BAR 36 KSI STEEL LENGTH a PANEL HT. - 6.5' I 33 P38024PK AS REQO. 3' LONG SELF ADHESIVE PILE PAD WOOL __ AT HEAD AND SILL - 34 - 2/ SIDE SUMPON NEOPRENE 35 - AS READ. ASTRAGAL REINFORCING 36 KSI STEEL LENGTH +- PANEL HT. - 14' b� � a PRODTICFREV16E11 uvi' Me plykgWN►IpeL9ee3& qc iI u A.wIwa No l -q --a R-piIts V 6t►aJ���CrI�I .w o - Engr: JAVAD AHMAD I a CNIL FLA. FE CAN. 538. 70592 2 2Dih drawing no. W03-10(? [Sheef 6 d I 1 - 4.249 -.062 D II .907 .6 o ,.250 d--1.530 --1.612j-.9,59. 2,500 4.311 1Q FRAME HEAD .344 .951.076 1.317 .500 OTOP/80TTOM RAIL STIFFENER a .062 2.499 !I! 8175 9- 7 �9. .990 O PANEL TOP/BOTTOM RAIL Q FRAME JAMB _1,499 I.812 - .907 2,500 STD. 3.500 HI -RISE b75I- T x"•082 p u 4.249 2O FRAME SILL .875 no R5 125 1,500 .050 I I 2.0352.246 X545 10 RETAINER CLIP SCREEN TOP/BOTTOM RAIL 2.000 -.1.550- 062 �' 570 1.24 .990 I .657 ,094 11 I 2.690 I -f 2.875.... 11.385 -d 28 OLITSIDE PANEL ® LOCK STILE �_...; I FIXED PANEL CLIP 2.750 .f2S-� STEEL CHANNEL •x---$.875 -1570 .as2 35 A5TRAGAL REINFORCING _ 1 -� - - .408 A94 'g�0 .250 500 1.687 .I+-1.385 41. ._ I 1.500 1zoo y�. INSIDE PANEL ''g3Ef-1 'b12 �� I `' FIXED PANEL CLIP Q INTERLOCK STILE 3.313 1 31 32 -r12. INTERLOCK REINFORCINGS 1.610 � .930 1.879 ---•- lJ ASTRAGAL STILE i 2.250 1.550 -x.046 _---I 28 SILL RISER -,."2.183- SCREEN .183---*• SCREEN STILE [1 r r<nmr_ rvr i. 116rc 1 PRODOC C RF;VI90D A' C+ ply t -Ilk ow Fkrw,, ".0ps cQ4 Attep=He 1 4 2 •4� Far1r,w.alr, ISM Engr: JAVAD AHMAD CML FLA. PE 70592 CAN. 538 142015 F� � `I z E4 -4 nm id I'� U 0!�M a 3zi r UJB WO -3-1