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HomeMy WebLinkAboutDR (4) ECo6.z IF MAR 2 2016 PERrW17'7'INC MIAMI- St. Lucie County, FL MIAMI-DADE COUNTY DADE 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 T.M.Windows LLC 1543 N.Powerline Road Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated.below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the Hi - DESCRIPTIO : Seri inum Horizontal Rolling Window—L.M.I. APPROVAL DOC T:Drawing No.WO-81,titled"Serres 805 A um.Horizontal Rolling Wdw. (L.M.L)",sheets 1 through 7 of 7,dated 09/19/08,With revision E dated 03/16/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RA G:Large and Small Missile Impact Resistant LABELING: Each unit shall ear a permarlen a e wt a manu acturer s name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0107.08 and 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.15-0505.29 MIAMf•DADE COUNT( CApproval n Date: May 13,2019 �Fql ` �V. Date: August 13 2015 Page 1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets I through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,prepared by Al—Farooq Corporation,signed and scaled by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5945, dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 09-1110.02) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5457,dated 01/22/08, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0105.02) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5459,dated 01/17/08, signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA No. 09-0105.02) Mauuej P.B. 11 Product Contro miner NOA No.15-0505.29 Expiration' Date: May 13,2019 Appfoval Date: August 132015 E-1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS (CONTINUED) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FB C,TAS.201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-3995,dated 11/13/03,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 04-0120.01) 5. 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 horizontal rolling window(XOX),prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-3946, dated 11/04/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying * hFBC-5' Edition (2014) and of no financial interest dated 03/16/15 and revised 08/07/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. . 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. 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. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer", dated 02/20/14,expiring on 02/08/19. Manuel ,P.E. Product Contra finer NOA N0.6505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-2 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'b Edition (2014), and of no financial interest, dated March 26, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.FTL-5945,issued by Fenestration Testing Laboratory, Inc., dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E (Submitted under NOA#09-1110.02) 3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459,issued by Fenestration Testing Laboratory,Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Reports No.FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory, Inc., dated 11/04/03 and 11/13/03 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NDA No 04-0120.01) G. OTHERS 1. Notice of Acceptance No. 14-0107.08, issued to T.M.Window LLC,for their Series "805"Aluminum Horizontal Rolling Window-L.M.I., approved on 02/20/14 and expiring on 05/13/10. Manuel P e P.E. Product Control miner NOA No. 15-0505.29 Expiration Date: May 13,2019 Approval Date: August 132015 E-3 3/16"ANN.GLASS 3/16"HEAT STREN'D GLASS ADOL,ANCHOR READ. U FOR INSTALLATIONS INTO .090"Interlayer 090"Interlayer YlOOD STRUCTURES OR m Sallex Clear And Color Glass Kuroroy SentryGlas THRU WOOD BUCKS INTO MASONRY I By'Eastman Chemical Co.' By'Kuroroy America, Inc.' 74"MAX. o WINDOW WIDTH Z j 3/16"ANN. GLASS 3/15'HEAT STREN'0 GLASS 9 3/8" 0 41 W z MAX. 6"MAX.HEA flu T 12 GE RGS7700 SILICONE FALSE MUNTINS 6" SILL D CORHEADNERS SILL 0. 6 0 03 Ca GE RGS7700 (SURFACE APPLIED) p 3' o N DOW CORNING 995 Z 11NII�� DOW CORNING 805 MAY BE USED 3 C LI 13 II 11 m II !I ____ 1 0 G H II II � 13 II II 0 t h 1! II 11 1! C _ Ij L 1 Ij E Cy a1 4 ii Ji D i iI 0 <0 8 ° C _=_jF=--fit 4 ._ ____�__= E 0 4F [C 5 II / II II / 11 5 O T 1/4 POINTS ON LITES AT 1/4 POINTS ON UTES Ij �� jj 5 Ii /�• m Z WI THAN 36"ONLY 28 WIDER THAN 36"ONLY z is o _=__II II _ =__�1 / o _ n TYPE ' r�{rt��, �n1 3 w=_ --It===�F== --'TF=== '� o TYPE A' RAPE 111 b o } 'T) 4 Ii ii II � 4 O 7/16"OVERALL GLASS 7/16'OVERALL GLASS i/8'TEMP. GLASS S S II�ii li ii 'T 3/16' HEAT STREN'D GLASS 3/16'ANN.GLASS 1/4"AIR SPACE .120"Interlayer .120"Interlayer 1/8'ANN. GLASS 3 Uvekol S Uvekol S ca rn c 000" Inlorloyer z (° By'Allnex USA,Inc.' By 'Allnex USA,Inc.' Sallex Clear And Color Class _ - - a M v By'Eastman Chemical Co.' 1 O M 3/16 HEAT STREN'0 GLASS 3/16 ANN, CLASS 1/8"ANN. GLASS t� U J 41 SILICONE SILICONE SILICONE D.L OPG. D.L. OPG, N ¢ o Z Cm GE RGS7700 m GE RGS7700 GE RGS7700 ' ' U)-2 DOW CORNING 995 _ DOW CORNING 995 i N DOW CORNING 995 37 1/2• ,n x ?�W 0 x ug s is 13 I! I! cf 13 I! I! ro 13A 1, �i V VENT 0003 n .M 0. Q m 0 0 o XO OR OX SIZESi d MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LTTES 28 28 28 AT 1/4 POINTS ALL SIZES CLASS TYPE'A' GLASS TYPE'B' CLASS TYPE'C' GLASS TYPE'D' GLASS TYPE'E' WIDER THAN 36"ONLY WIDER THAN 36"ONLY EXT.(+) INT.(—) EXT,(+) INT.(—) EXT.(+) INT.(—) EXT.(+) INT.(—) EXT.(-+) INT.(—) TYPE 'C• TYPE 'D' TYPE 'E' eo.o 90.0_j 90.0 1 130.0 1 90.0 1 90.0 1 55.0 1 55.0 1 79.0 1 79.0 8 1/2"OVERALL GLASS 1/2"OVERALL GLASS 11/16'OVERALL INSUL.GLASS b LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, GLAZING OPTIONS FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO*80.0 PSF. m E `u = NOTE: SERIES 805 GLASS CAPACITIES ON THIS SHEET ARE ALUMINUM HORIZONTAL ROLLING WDW. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING.COMMISSION =a $ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ° m DECLARATORY STATEMENT DCA05—DEC-219 m ° CHARTS SHOWN ON SHEETS 1 & 2. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •� Sao.-a HURRICANE ZONE (HVHZ). 0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. O COMBINATIONS OF H.R./H.R, OR HORIZONTAL ROLLING WITH OTHER LOADS TO THE STRUCTURE. SHUTTERS ARE NOT REOUIREO. b MIAMI—DADE COUNTY APPR'O WINDOWS USING MIAMI—DADE COUNTY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engn JAVAO AHILW T •T APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIVIL PRODUCT REVISED 1 N LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVALFLA.7.E. 70592 as complying with the Plolide WILL APPLY TO ENTIRE SYSTEM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAa BuitdlugCsda NOT PART OF THIS APPROVAL. Acceplsncc A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Bx irnitanDele Jy O ALL SHIMS TO BE RICH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. ByMATERIALS 13UT NOT drawing no. Mianl Product'SCR . THAT W08-81 COME NT01 CONTACT WITH OTHER MD DISSIMILAR MATERIALSTO STEELL SHALLWMEET THE AAP2015 REQUIREMENTS OF THE FLORIDA BUILDING CODE, sheet 1 of 7 ADDL.NS ANCHOR INTO 4 u FOR INSTALLATIONS INTO 1.V WOOD STRUCTURES OR AODL.ANCHOR READ. THRU WOOD BUCKS INTO MASONRY FOR INSTALLATIONS INTO M cj 711• • WOOD STRUCTURES OR-\ WINDOW WIDTH THRU WOOD BUCKS INTO MASONRY Z 3 10 1/4" 111•MAX. 0 F 6° MAX, WINDOW WIDTH FALSE MUNTINS 3. HEAD\SILL 9MAj. 6'MAX. FALSE MUNTINS 14 7/B' 3• 6"MAX. a IL G AT FIX.LITE SURFACE APPLIED) (SURFACE APPLIED) A HEAD\SILL HEAD/SILL ( A g O MAY 8E USED MAY BE USED 3• HEAD/SILL Q0.9 v 3 AT VENT CORNERS J HEAD —�.I CORNERS 1 I I I SILL I 1 I 1 Ii a I ° (7 = I _ Cyq D ILLt a ~ to �E � II �� ii D 1; /� n %� Il I s .f7i D u . / a S\E3 ---y --= NtF� m oIilIIl ===j f'F i__-_' _'\---- J41 Z(Z7 el pJ Q W F o �I,,IJ�� m I1�ll II II ll all -»v ll II Il _ II _ Is It ll II II 11 it II II II ,1 8 II I� II II II II i ,l 3 I 3 I' II 9 II 3 ii II � n m 1 1 1 I I 1 I^ 1 z K 32 7/8° 33 1/2• 32 7/8" mF,7 24 5/8" 50'MAX. 24 5/8• InFj w D.L.OPG. D.L. OPG. D.L. OPG. s D.L. OPG, D.L.OPG. D.L. OPG. I o a J=o 37 $/B• 37 5/B' '^ 29 1/a• 29 1/4• m u = 3;V 3 VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH Za 03 �::ZnPICAL ELEVATIONS Q aD n a ° XOX SIZES XOX SIZES -t rJ MAXIMUM DESIGN LOAD RATING — PSF MAXIMUM DESIGN LOAD RATING — PSF g H�t1 F FOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER O GLASS TYPE'A' GLASS TYPE'B' 1 GLASS TYPE'C' CLASS TYPE'E' GLASS TYPE'A' GLASS TYPE'B' EXT.(+) 1NT.(-) EXT.(+) INT.(-)l EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) LM.(+) 1NL(-) EXT.(+) 1NT.(-) 80.0 90.0 1 90.0 130.0 1 90.0 1 90.0 79.0 1 79.0 BO.0 90.0 90.0 1 130.0 z LO WHABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, LOADS SHOWN ABOVE ARE FOR WINDOW VENTS o e FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS TO 180.0 PSF, WITH SPRING LOADED'ALUM LATCHES, 0 FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS qq TO+80.0 PSF. H G 0 o g •"� SS'tl=2 Engr:JAVAD AHMAD CIVIL PRODUCT REVISED FLA PE 9 70592 ns complying with the Flaft CAN 538 Bit id'u Code I�D� Acceplenm No � NOTE: Ex'mlion Date. k GLASS CAPACITIES ON THIS SHEET ARE B o BASED ON ASTM E1300-09 (3 SEC. GUSTS) Mloni °de roduet drawing no. AND FLORIDA BUILDING COMMISSION W08-81 DECLARATORY STATEMENT OCA05—DEC-219 AP 0 71015 sheet 2 of 7 TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS 1BY FOR SPACING SEE ELEV. WOOD BUCK METAL FOR SPACING w d�.• •. „e e. .. :..EDGE DIST.' STRUCTURE i r-- -i •j 4 + �1O X J/B'PH SMS o I MIAMI-DADE COUNTY APPR04ED I I Z Q. a•' = 1, I MULUON& MULUON ANCHORS I j 0 • = 2 PER CUP o I SEE SEPARATE NOA I N 3 GE DIST, .4 T EDGE 1 I I f" 0 3 r DIST. I I EDGE DIST. I I d GI - _�6. I I I LU - 206 Lfw IL I o V O 23 5N � Q 4"LONG TYPICAL ANCHORS 0 n 0 i! 14 SEE ELEV. y� WIND LOAD CLIP TYPICAL ANCHORS !i II SEE ELEV. FOR SPACING Q 3 !I II I II FOR SPACING II it it II J�c�N f d� WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS II II li !i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0 li ii li ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. " I! ii II jl ro S i! i! Ii it m SEALANTS: TYPICAL ANCHORS: SEE ELFV. FOR SPACING !! ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 1/4" DIA. ULTRACON BY 'ELCO' Fu-177 KSI,F 155 KSI c� CD I! i! it i! SILICONE OR ACRYLIC SEALANT. ( y ) 3 o o M• ! i! it i! NTO 2BY WOOD BUCKS OR WOOD STRUCTURES Ho ¢to o 0 to i oo VEEPHOLES: 1-1/2" MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Uw J o W r W1 - 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE THRU 1BY BUCKS INTO CONC. OR MASONRY o Z w i AT 4-7/8" FROM EACH END AND AT MIDSPAN 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U)W X o i! i W2 - 1-1/4" X 1/4'WEEPHOLES 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) s 3l' W AT 4-7/8" FROM EACH END AND AT MIDSPAN DIRECTLY INTO CONC. OR MASONRY 0050 m W3 = 2" LONG WEEP NOTCH AT EACH END Z !i 6 i! i! W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3zQ a 1-1/4"i MIN. EMBED INTO CONC. OR MASONRY (JAMBS)I o_ II II !I II w O (GRADE 5 CRS) 1.: 0 it it I I INTO METAL STRUCTURES 0 j ii CST` /B" THK, MIN. (N. ( 36 KSI MIN.) ALUMINUM 1/8" THK. MIN. (6063-TS MIN.) 19 i! ;i !i ii 2t 22 1112"LONG CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1`1 SILL CLIP ADAPTER #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/B")(NO SHIM SPACE) TYPICAL EDGE DISTANCW3 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN.W4 10 INTO METAL STRUCTURE = 3/4" MIN.23 2 G WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN, CONCRETE AT HEAD, SILL OR JAMBS P° - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN, da En9r:JAVAD AHMAD Ym ,1 0 CML PRADUCTREVISED -sem FTA.P Y 70592 w complying with the Fl°rid� 3 * '.+ .• C.A. SJD Building Code C •• , :r.•. °!',..'a,, '•+,.d 7,t. .a I 1\1 . •.TYPICAL ANCHORS > P °.• CxCemlion Date)�'F QJ b 8 SEE ELEV. ,9 .'p •• I I FOR SPACMC °, P• I TYPICAL ANCHORS 0 v° drawln no, .•"„ W1 W2 •° ' "• J PER CUP Mi n' o PradutlCottWE 9 ' °EDGE DIST. PR 0 7 201: W08-81 L EDGE DIST. 9heel 3 of 7 1/4'SHIM © 12 ❑ ❑ ^� MAX. VENT WIDTH m I 18 25 1/4°MAX' Z 3 METALTYPICAL ANCHORS STRUCTURE 1 24 t5 8 SHIMS SEE ELEV. O k FOR SPACING I v• CL o 0 19 Ig O 0 19 0 17 -SCREENS OPi. _______ 1.BY O Wg00 BUCKS O z e In Qg3�G TYPICAL ANCHORS 9 16 tL i SEE ELEV. 4 D.L.O. FOR SPACING EXTERIOR .•.a a WINDOW WIDTH O XO LAYOUT = m OX OPPOSITE J 3 I 3 n 1/4'MAX. Z a 1/4'SHIM' C VENT WIDTH O VENT WIDTH SHIMS MAX. V c ^{w BY WOOD BUCK TYPICAL ANCHORS o J z OR SEE ELEV. ^-� ,=o WO STRUCTURE FOR SPACING 3 w 0 v,• Z 0 n ' t i/a• � ��o," _SCREENS OPT. _---_� .:-:- -:-:-:. •---:-.:-:-- �_____ SCREENS OPT-__ ,. is o R W D.L.O. z TYPICAL ANCHORS 1BY 4 SEE ELEV. EXTERIOR WOOD BUCKS FOR SPACING WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS &_ SEE ELEV.FOR SPACING MIAMI-DARE COUNTY APPR,0 MULLION m$ SEE SEPARATE NOA �'-- VENTS WITH � 0 I f---T c a m u o u SPRING-LOADED LATCHES II II .......... f Engr:JAVAD AHMAD Q IIII CML PRODUCT ftEVIS6D II 11 FLA PE Y 70592 as complying with ltw Glodds $ y �JR5380 BAc- SCREENS OPT. Midrawingno.EXTERIOR 7 2015 W08-81 WINDOW WIDTH WINDOW WIDTH sheet 4 0f 7 1/4'SHIM O O O 6�� MAI(, VENT WID1H m I 18m 1/4MAX. TYPICAL ANCHORS Z METALE 1 24 1S B SHIMS IMS SEE ELEV. O k FOR SPACING STRUCTU 6 (L v,• 9 a f __---. ------- - - o _ _ °• O U 2 �° 0 t17 7 h 19 cy w `------SCREENS IIIII^ ------- V00y IL 194 ippC WWD BUCKSOPT. ♦ d�3� N TYPICAL ANCHORS BA Ifi II LL Z _ SEE ELEV. 4 D.L.O. S JI V FOR SPACING EXTERIOR '' ..•.a Q�1 WINDOW WIDTH O XO LAYOUT OX OPPOSITE o n 3 I 3 n 1/4'MAX. m O VENT WIDTH 1/4'SHIM O VENT WIDTH SHIMS _X. U� MY J �W� BY WOOD BUCK WOOD BUCKS o Z OR ' WO STRUCTURE v•• 3 w U o Lo Lo mid • F� B �__ _____ _.:_:. �___-_ ° TYPICAL ANCHORS o 0 SCREENS OPT. - SCREENS OPT.--- SEE ELEV. POR SPACING • v w TYPICAL ANCHORS Y SEE ELEV. '° Io FOR SPACING EXTERIOR o t� WINDOW WIDTH H XOX LAYOUT v a a • TYPICAL ANCHORS SEE ELEV.FOR SPACING MIAMI-DADE COUNTY A MULLION v o r n m SEE SEPARATE NOA •0 0 0 2 q^a r---, VENTS WITH 0$ - �< m SWEEP LATCHES 11 II Engr.JAVAG AHMAD pRADUCT REVISED I I I I C L q]complying with Ih0 Florid. �CA 578 D2 Butldigg Codq �p yS r3�t II II Acccpmq-Nol -0105"- II II -------SCREENS OPT. O L---J DY Miam' ndoPr cl drawing no. EXTERIOR TAPRI W08-81 WINDOW WIDTH WINDOW WIDTH sheet 5 of 7 40.12 1375 -�•� 1.000 ITEM PART f QUANTITY DESCRIPTION MATHRLIL MANE./SUPPLIER/REMARKS (� ,062 I -! 1 TLI-130 1 FRAME HEAD 6063-T6 - 1\a m T- .7±OT 2 TM-133B 1 FRAME SILL BASE 6063-T6 - 1 875 .61919 I I�( u J TM-1J4 1 FRAME SILL TOP 6063-T6 - 'Z 3 2.4371.425 1.250 125--1 h- 4 TM-132 A9 REOD. FRAME JAMB-VENT 6063-T6 - 1 5 TM-131A AS REDD, FRAME JAMB-FIXED 6063-T6 - w 14 WIND LOAD CLIP 6 TM-138 2/VENT TOP AND BOTTOM RAIL 6063-T6 - a 1.000 7 TM-139 1/VENT JAMB STILE 6063-T6 - v TOP 6t BOTTOM RAIL . 8 TM-140 1/VENT MEETING STILE 6063-T8 - (L 9 TM-137 I/VENT FIXED STILE(SPRING LOADED LATCH) 6063-16 - ^� 9A TM-137A I/VENT FIXED STILE(SWEEP.LATCH) 6063-T8 - 8 7 ti OFRAME HEAD 1.750 ■ 0 10 TM-136 1 SILL TRACK INSERT 6063-T6 - VVV G d .054 11 TM-135 1 SILL CUP ADAPTER, 12'LONG 6063-T6 AT MTG.STILE LOCATION Q Q 8 1.480 12 TM-118 1/VENT SPRING LOADED VENT LATCH,3-1/8'LONG 6063-TG AT MID SPAN d)1• '125 12A - 1/VENT METALUC SWEEP LATCH - AT MID SPAN m O '077 2.201 128 IS%3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 1375 15 MTG. STILE REINF. )1 z 13 TM-141A AS READ. GLAZING BEAD(LAMINATED GLASS) GD63-16 - I LO 313 •S6J tInA7"(11. 0 13A TM-1197 AS READ. GLAZING BEAD(INSUL.LAM.GLASS) 8063-T6 - a W ` -� -� I�--•{I-500 14 TM-154 AS READ. WIND LOAD CUP,4'LONG 6063-TG - 1.420 2312 LI I 15 1/STILE MEETING STILE REINFORCING 6063-T8 - r i 18 - 2/STILE FIXED STILE REINFORCING 6063-T6 - 10 SILL TRACK O JAMB STILE 107 •125 ''000 17 W31225 AS REDD. FIN SEAL W'STRIPPING(,270'X.220'HIGH) WOOL 53--111 10 W43371 AS READ. FlN SEAL W'STRIPPING(.187'X.370'HIGH) WOOL - 1 07119 W43201 AS REDD. FIN SEAL W'STRIPPING(.187'X.200'HIGH) WOOL - 2.312 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/e'X 1/2'X 7-7/18'LONG z p 0 18 FIX. STILE REINF, 21 - El 2/VENT VENT ROLLER HOUSING&GUIDE PLASTIC AT EACH END 1.255 7yp. .055 22 - - VENT ROLLER/WHEEL BRASS - (3 w, 111 1.296 23 #12 X 1' 2/CORNER FRAME ASSEMBLY SCREWS P.H.PHILLIPS SMS ~z J W L, r 2.373 24 #10%1' 2/CORNER VENT ASSEMBLY SCREWS - P.H.PHILLIPS SMS U =p .929 1.3751.000 1.546 ,Bd9 25 - 7/LATCH VENT LATCH SPRING ST.STEEL - z O Q V 1. 5 26 W31175 AS REDO. FIN SEAL W'STRIPPING(.187'X.175'HIGH) WOOL - ? 0 p m m 11 SILL CLIP ADAPTER 27 TM-151 1 SILL RISER 8063-T6 - Z d O n 1.750 4- --it 20 - AS READ. SERING BLOCKS EPDM DUROMETER 80t5 SHORE A o Z 1.408 N O v O MEETING STILE t2 VENT LATCH 2.312 2.312 .055 .055 .435 .183 1.7119 2.708 1:70 ,1102- •0- 42 .540 .040 ,500 L 1.437 1.000 1.237 1.375 1.0001.237 -L z 'TMP .923 ,923 ygg�.3�3 3�3 R 1.750 1.750 u u u u 1.641 s VILE 9A 73 GLAZING BEAD 1JA GLAZING BEAD m z a i. O FIXED LATCH( ) O FIXED STILE (SWEEP LATCH) (IAM.GLASS) (INSUL. LAM. GLASS) O FRAME SILL TOP h^ n74 m$ o J,069 .937 0 .062 a m u o F TYP. 0621.919 1.7992.628 Eng..JAVAD AHMAD.082 3,04283 3.188 3.042 CML agcompCTREVISED 062 ng complying 1viMi Itw FlmidR j TYP. SCAN.3 30592 Building Codc $ 1.858 Accepl on No 15.0 O .. .. . RIP LEG .163 Bx iml on DAIu )'1 g u .500 AS REDD. By Milifn!'.2P r.iic drawing no. 3.069 -H .875 .875 I-- U 7 2017 W08-81 O FRAME SILL BASE O FRAME JAMB - VENT O FRAME JAMB - FIXED 27 SILL RISER sheet 6 of 7 WS#12 x 1 t/4"PH.SMS. � (2) 010 x V PH. SMS. � (2) #10 x 1"PH.SMS, � # SEMOLY SCREWS ASSEMBLY SCREWS $EMBLY SCREWS oZOl�lY�00�T �N mm3I O \ U � a • o&�Qa \ 04 0 aZo 0 m o m FRAME TOP t n FIXED MTG. RAIL TOP CORNER ¢n VENT TOP CORNER o n ASSEMBLY SCREWS PH.SMS. _ U W J 4 O �Z -j= M Uj 0 3- C3 0 m z o $ 3Z IL ANO J gO •\ 06 \ 0 u (2) #10 x I"PH.SMS. m o ASSEMBLY SCREWS s \ o 0 \. c v q •jjt ; o FIXED MT RAI BOTTOMORN R o Engr:JAVAB AHMA0 PRODUCT REVISED l L m complying with the Pforide 2 10 x 1"PH,SMS. FLA PE Y 70592 puildiu Code c () CA.N, IB 8 FRAME BOTTOM CORNER ASSEMBLY SCREWS Acceptance No q Q •• �'. S Iretlon Date 2�1 1 0 8 $ 5 VENT BOTTOM CORNER By Miam ade Produce drowing no. W08-81 Qi� 7 201. sheet 7 of 7