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HomeMy WebLinkAboutProduct Approval (4) FILE Copy REC .1%`0 JUN 2 5.M M IAM I-DADE ML'011-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Roonu 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF.ACCEPTANCE (NOA) wwtvmianddadc.aov/econonty T.M.Windows LLC 601 NW 121h Ave. 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 High Velocity Hurricane Zone. DESCRIPTION:Series 11805"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W08-81,titled"Series 805 Alun.Horizontal Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision D dated 11/15/13,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 Miatni—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after•a renewal application has.been filed and there has been no change in the applicable building code negatively affecting the performance of this product. I)ERMIIVATION 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 sliall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#12-0321.02 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.14-0107.08 MfAMt•pAUE COUNTYExpiration Date: May 13,2019 Approval Date: February 20,2014 � f �f - age T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 09119/08,with revision D dated 11115/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Alunad,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 24113.2.1 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. FT1 -5945,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E. (Subtnittetd tinder NOA No. 09--1110.02)- 2. 911110.02)2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Unifonn Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 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 tinder 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-tip drawings and installation d'iagr'am 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 tinder NOA No. 09-0105.02) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94. 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal- . rolling window(XO),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTIr3995,dated 11/13/03,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 04-0120.0X) Manuel Pez, .E. Product Control m er NOA No.14-0107.08 Expiration Date:•May 13,2019 Approval Date: February 20,2014 E-1 - T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 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 24113.2,1 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.FT1-3946,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 with FBC 2007, revised and updated to FBC-2010 on 02/27/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Subrnitted under NOA#09-1110.02) 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentiyGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,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. F. STATEMENTS 1. Statement letter of conformance,complying with FSC-2010, dated November 18, 2013,issued by Al-Farooq Corporation,signed and sealed'by Javad Alunad,P.E. 2. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated Februaiy 27,2012,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,.P.E. (Submitted under previous NOA#12-0321.02) iVMauu6l PepA E. Product Controlsam ter NOA No. 1 7,08 Expiration Date: May 13,2019 Approvai Date: Tebruary 20,2014 - E-2 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. STATEMENTS 3. 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 (Subinitted under NOA#09 1110.02) 4. 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.FT1,5459,issued by Fenestration Testing Laboratory,Inc., dated 02121/08,signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory,Inc.,dated 11/04- 13/03,both signed and sealed by Edmundo Largaespada,P.E. (Submitted underNOA No 04-0120.01) G. OTB ERS 1. Notice of Acceptance No. 12-0321.02,issued to T.M.Window,LLC,for their Series "805"Aluminum Horizontal Rolling Window=L.M.I.,approved on 05/13/14 and expiring on 05/13/14. I i Manuel Pei-M-F E. Product Control Ei ' er NOA No.14-0107.08 ExpirationDate: May 13,2019 Approval Date: 1!ebruary 20,2014 E=3 ADDL ANCHOR READ. }} 3/16'ANN.GLASS 3/16"HEAT STREN'D GLASS FOR INSTALLATIONS INTO �� F 090'Interloyer 090`Interloyer WOOD STRUCTURES OR m Sallez Clear And Color Gloss OuPont SentryGlas THRU L'r00D BUCKS INTO AUSOtLRY By'Eastman Chemical Co; By'E.I.DuPont De Nemours&Co.,Inc.' 74" MAX YBNDOV/WIDTH Z n 3 3/.16"ANN. GLASS 3/16"HEAT STREWD GLASS 9 MAX. / AX. 8"MAX. SILL a SILICONE SILICONE FALSE MUMINS 6 gl� CORNERS O q o (SURFACE APPLIED) 3" C� V Z GE RGS7700 GE RGS7700 MAY BE USED 3 p z m DOW CORNING 995 a DOW CORNING 995 %� 13 a�; ° p a¢¢ g E Q�3¢ u Iva- 7/16- r lr� Lfl IL 7 16'OVERALL GLASS _ ' o _____�..___aF___ ___1�____ n o n J 13 7/16"OVERALL CLASS / in F a I ii,�l�II --��--- m , o Q w ary•F T P A' TYPE 'R' a z zy t/B"TEMP.GLASS II I L___ 1/4"AIR SPACE JIY2 6"HEAT STREWD GLASS 3/16"ANN.GLASS r 120'Interloyer 1/8"ANN.GLASS ij 8 l' I t' m Uvekol S __ _ n .090"Interloyer (D^ stries, Inc.' By'Cytec Industries, Inc.' Safi"Clear And Color GlassBy'Eastman Chemiml Co' HEAT STREN'D CLASS 3/I6"ANN.GLASS 1/8"ANN.GLASS rn I� 32 7/8" 33 1/2" 0 �L,.i a SILICONE SILICONE a SILICONE D.L.OPG. D.L.OPG. Q RGS7700 GERGS7700 "" GE RC57700 'CORNING 995 DON CORNING 995 OOV!CORNING 99537 1/2". Zm n " 13 n TYPICAL ELEVATION 3 z XO OR OX SIZES ~ a0 DIAXIMUM G — PSF r FOR SIZES SHOWN ABOVE OR SMALLER G SS TYP A __ GIASS TYPE'B' _GL1SS TYPE'C' GLASS TYPE v CLASS TYPE ' 1/2OVERALL GLASS 11/16"OVERALL WSUL.CLASS EXT.+ INT.(—) EXT. 1/2'OVERALL GLASS O _ m rc TYPE 'C' TYPE 'D' TYPE 'E' 80.0 1 90.0 90.0 1 130.0 1 90.0 1 90.0 S5.0 1 55.0 79.0 179.0 S o ED UlANUM LATCHES, a GLA7. NCr OPTIONS R MFOETALLIC SLYEEP LATCHES LIMIT MAX.LOADS TO 160.0 PVQ o �8r NOTE: m GLASS CAPACITIES ON THIS SHEET ARE SERIES 805 BASED ON ASTM E1300-09 (3 SEC. GUSTS) o r ALUMINUM HORIZONTAL ROTTING IYDIY. AND FLORIDA BUILDING COMMISSION °' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DECLARATORY STATEMENT DCA05—DEC-219 'a, CHARTS SHOWN ON SHEETS 1 & 2. REQUIREMENTS OF THE Ft.OR10A BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). THESE -S ARE PATEO FOR LARGE&SMALL MISSILE IMPACT. c APPROVAL APPLIES TO SINGLE UNITS OR SIOE BY SIDE WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. - I +i o LOADS TO THE STRUCTURE. _ COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER EnJAVAD ti1LU0 MIAMI—WE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS CPAL PRODUCT RFVISED APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. R/L-PEp 70592 os complying with the Florida o cAJv.3538 Building Code v LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Arceptanaro i -01 • WILL APPLY TO ENTIRE SYSTEM. NOT PART OF THIS APPROVAL L�Pirotion Data 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. C---� qq p dratvmg no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT a�( !. Y lA.1�3 Miami Dade Pradocl Control) COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE J. L•'- �`/ WOS-81 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.6.4. sheet lsheel of�7 ADDL ANCHOR REQD. FOR INSTALLATIONS INTO AODL ANCHOR REQD. 11 m WOOD i�q2•(.1_w=O+y0'Ma wx .Nm ,oj.STRUURIII ES_OR _-_1I1'lIh'I111ri_I1i�/•/_//-_JiIq1�uIIiIL1�I I•_-D_-I B�!"' cc1js1IIii;lII'tII'==%j=.c1q4?1_=Un'1 FOR INSTALLATIONS SA-L-L__A_-_I-cONiA1Ip4nS_-_IT_O THRU WOOD BUCKS INTO MASONRY I I V MAX WOOD STRUCTURES OR WINDOW WIDTH THRU WOOD BUCKS INTO MASONRY !_1C1_--/"441RI`IJJJJ1�IIMA_IX 10 1/4" _-oGi�II11�IIII WINDOW WIDTH 0 ` MAX. 9 3/8HASILL AT X. LITE 8" 1 3" MAX. FALSE MUNRNS 3" MAX. (SURFACE APPLIED) MAX. HERO(SURFACE APPLIED) HEAD\SILL NEARSILL E� O MAY BE USED AT VENT CORNERS MAY BE USED SNERS A L It O 0.�3i((vt F- L_ Q-7 ?H o O T J J 4>co pJ 17 r �oOw+ IZ Cm U M x 1 yl `"• m24 24 5/8" mai g'; LJ Ci .L 7/8" 33 1/2-PC 32 7/8" it IZW D.L.50 G. O.L.OPG. D.L.OPO. ¢ "�' 4 D.L.OPG. D.L.OPG. D.L.OPG. o 0 U N�cl z 3FU 'a 37 51V 37 5/8" 1D 29 1/4" 29 1/4" O N W I VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH !� 0-m n O !W :ir v TYPICAL ELEVATIONS " XOX SIZES XOX SIZES MWNIUM DESIGN LOAD RATING - PSF MAXIMUM DE ATING - PSF Yi, 12 fD a FOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE'A' G11SS TYPE'IfC1A55 TYPE'C' CLASS TYPE'8' GLASS TYPE'A' CLASS TYPE'B' --(+) INT.(-) EXT.(+) INT.(-)1 EXT.(+) 1Nr_(-) LCT.(+) 1NT.(-) 80.0 90.0 90.0 130.0 90.0 90.0- 79.0 79.0 80.0 1 90.0 90.0 1 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, LOADS SHOWN ABOVE ARE FOR WINDOW VENTS c un FOR METALLIC SWEEP LATCHES UMIT MAX.LOADS TO 380.0 PSF- � LULL T ES S¢ffi� FOR kETAI IC SWEEP LA UMI LO a 5 c �nor 0 1 � - E.•Ig,3AVA0 AIWD PRODUCT REVISED FLAPE I 70592 cn couspl)ing With theP MI&CIVI CAN.3538 Culldiug Code /� 1 -• ltscePWnm no l'olC s` ' E pimlion Dnle u y 13 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) " Mi=yundePleduclCoetrotBrowing no. AND FLORIDA BUILDING COMMISSION :�% li" (/ i W08-81 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 77 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE SF m/�1a 18Y FOR SPACING METAL FOR SPACWC \Y °I WOOD BUCK \S7,RUCTURE fr__________ IL ,'d a'• - '4 a' " a ma _ 105" 1 j EIUWONA&MULLION ANCHORS RSD .d d < a d' I n #10 X 3/8'PH SMS s I J 7 l�IN. I I I I / C� V „ G° --°..•e °n e. e•,' = 2 PER CLIP t I 2 I 1 11 SEE SEPARATE NOA 1 1 6" �' �I I _ c�03 _ – J1� 1 I I I r,(L –_ ____ =_aJ o LSu • .O 126 0 WIND LOAD CLIP TYPICA L ANCHORS 0JQdaaicwJ7 Q TYPICALNCHORS G lb 4'LONG FOR SPACING SEE ELEVQSEE ELEV. 1 j? FOR SPACING L �¢� a I _ Lj'I WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS ii I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM - --� 'I I II I I AND TRANSFER THEM TO THE BUILDING STRUCTURE. m SEALANTS: TYPICAL ANCHORS: SEE ELEv.FOR SPACING' i I I iD II I h ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH " DW. ULT ACO 'ELCO' Fn=l77 KSI F=159 K51 f c� IP II II II SILICONE OR ACRYLIC SEALANT. I a I I I I INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" !AIN. PENETRATION INTO WOOD r7 0 i i , a WEEPHOLES: 6 W1 - 1-1/4".X 1/4"WEEPHOLES WITH PLASTIC BAFFLE THRU 1BY BUCKS INTO CONC. OR MASONRY o �.. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY t =M m o I d AT 4-7/8"FROM EACH.END AND AT MIDSPAN o =v W2-= 1-1/4"X 1/4"WEEPHOLES DIRECTLY INTO CONC. OR MASONRY = Q:= �' •,; AT 4-7/8" FROM EACH END AND AT MIDSPAN 1-5/8" MIN. EMBED INTO CONC. OR MASONRY p m W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1LONG WEEP NOTCH AT 32" - Z 0 s 'I I d III FROM EACH END ],/4"TEKS OR SELF DRILLING SCREWS(GRADE 5 CRS) 33 a^ INTO METAL STRUCTURES v, STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) ALUMINUM 1/8"THK. MIN. (6063-T5 MIN.) �+ ~Co 0" �• II 'I •I ,� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C _� d '11 ONG X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 19 �I 'I II 2t O � t1 SILL LCUP ADAPTER INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") � (NO SHIM SPACE) TYPICAL EDGE DISTANCE 6 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ` J - INTO WOOD STRUCTURE = 1" MIN, u � INTO METAL STRUCTURE = 3/4" MIN. '"S 26 CONCRETE AT HEAD, SILL OR JAMBS Pc-3000 PSI MIN. W3 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm-2000 PSI MIN, © W4 I 10 �oo�ry d N a m 5 m v o 23 I 2 \ \ I I Engr:JAVAD NIIMD PRODUCTREVISED � r 4a CML ea complying midrihe 19003 i I sa, ',a `- I _ FLA.PE 17GS92 Building Codo rS I e' .-` _k C.A.N. 358 { .•v� - v f. AcccplAnm No •QfQ •''�• e a I TYPICAL ANCHORS v I " L•'tpirolinn Ogle )� y V SEE ELEV. •.?.. v,.• I .. r �p p I�qg fly •� -7 p a I I FOR SPACING "'p _ _ m U; ` eElt3f bliimi adc Produel tr drowin no. • ORS°r Wl Y72 TYPICA3 PERHCUP I WOr�lB—$.1 1 :sheet 3 of 7JI SHIM O 12 MAX. VENT WIDTH i6 25 1/4'MAX. °O a METAL 1 24 15 8 SHIMS SSEEI ELEV. RS STRUCTURE •FOR SPACING _ 0° o i9 > O .J y _ n= _ =--___ 1•BY 0 IL ix -------SCREENS DPL -^-- - - - - v WD BUCKS TYPICAL ANCHORS 9 16 {{•Z O.L.O. FOR SPACING 4 EXTERIOR 5 WINDOW VADTIi XO LAYOUT Ox OPPOSITE g o io I n 1/4'MAX. t a O VENT WIDTH D VENT WIDTH SHINS I O m i/ 7 MAX. 1SY �L Jwli 'L♦3Y WOOD BUCK - WOOD SUCKS 7¢ \D OR t _=¢".I V/00 STRUCTUR _-- _ -_�— v,v O N.Y . __- --_ ❑ ❑ _-_ I Z^ t—rt_J a' 7r,"EPE' zZi ______ __ ____ ORS___SCREENS OPT. -____ _ _ _ _ _ _ _ _. _ _ _ ____•- SCREENS OPT.-^-991 CAL�ANCH w FOR SPACING D.L.O. TYPICAL ANCHORS SEE ELEV. EXTERIOR FOR SPACING +- WINDOW WIDTH g XOX LAYOUT G3 TYPICAL ANCHORS °1 u z SEE REV.FOR SPACING AIIAMI-DAOE COUNTY APPR,O MULLION in c SEE SEPARATE HOA °'��o m h yoi��o' _ Ir==i VI NTS {V1TH. � o<m o a LGADED LATCHES "4 - '--- En97 JAVAD RiMA0 PRODUCT'REV1S60 ? 11 II t Cwa �s comPlYing TYidllho Flnti3s i 'a I I I I FLA PEE 70592 II C.&N.'5578 9uilding COdO II Acccpt - $ d • --�-----� I i I I L•>,piraU�Date_ i•gof - - - -- -- - i I I I `---------SCREENS OPT. 89}797 g fi Product uU� - 1---7 99�7Y 1N9� DY •�" 9 „—� drawing no. EXTERIOR WO8—H1 1WNDOW WIDTH WINDOW WIDTHShBel .} O( !7 1/4"SHIM 6� l I) I• ( F I ��� MAX. PENT 4'110TH �'•J �..J 18 1/4'M X. mt METAL 24 IS 8 SHIMS TYPICAL ANCHORS z STRUCTURE SEE ELEV. 0 ,FOR SPACING A °a a a. 7777ugnnd555/ p� =- _ _ -=- ❑ 2 - a I 19 17 ---- ---- _ - - - - - - -------SCREENS OPT. __-____� __ _ _ _ __ �� -- ° a W O — _= v WD DUCKS q at 7 TYPICAL ANCHORS 9A 16 2 N SEE Et NO 4 EXTERIOR FOR SPACING vANDDw WwDTH 7C0 LAYOT3T N 1 Do 1/4'MAX. a a 1/4"SHIM �c VENT WIDTH VENT WIDTH SHIMS M )SY WOOD BUCKI. WOOD DUCKS o > OR —.. V100 STRUCTUR •I _ _ m PSR 9 ---SCREENS OPT_ --_ �"—' _ ––_ �_-- SCREENS 6Pt.--- 9 TITICAL ANCHORS SEE V. - •,w_,,, ,P, FOR SPACING f D.L.O. - TYPICAL ANCHORS ? z SEE ETFEXTERIOR •.' o ��+��`�"I FOR SPACINGG VANDOW WIDTH c XOX LAYOUT o O. TMCAL ANCHORS v a 2 21 SEE ELEV.FOR SPACING MIAMI-OADE COUNT! APPR,D MULLION SEE SEPARATE NOA ti °loo�� ttENTS WITH � O SWEEP LATCHES Engr"AVADCIVILtNA 4RODUC7•RRVISrA) m 'F Ncompiyiog WJdl the Stodda : 11 I I e.. FLA PE&70592 .e Idu,g Code $ 0'A'N' S�9 rlcccpI—"a i`IOU � U I llimui Pad.Produel Cpzlrol droving no. EXTERIOR ( V �}�1jQ$—$} VANOOW WIDTH WINDOW VAOTH ,� _ sheet 5 of 3.069 1,375 1.000 17EM PAR]8 QUA14TI7Y DESCRIPTION MATERIAL MANF./SUPPLIER/6ELfARKS 1 -LM-130 1 FRAME HEAD _6063-76 - m .DBT .082 750 2 iM-133D 1 FRAME SILL BASE -•-.-_.--- _ 6063-10 --_-_-- o .688 (J LJ_1 FRMIE SILL TOP 6963-_16_- z q� 1.875 1.250 4 TM-132 AS REDO. FRAME JAIS-._VEE.....�.�--•_ 6063-78 --_�------ _ '7 J I` _ __ 2 2.437 1.4,25 '125--1 Fes- 5 TIA-131A AS READ. FRAME JAMB-Fl%ED 6063-T6 - ^-+ -. r S g I _III. II 6 TM-138 2/VENT TOP AND BOTTOM RUL 6063-T6 - 0• tat & 1.000 F^ 14 WIND LOAD CUP TM-139 1/VENT JAMB STILE 6063-T6 - Q aL' v 1.500 8 TM-140 1/VENT MEETING STILE 6063-76 - Q 0 1 TOP & BOTTOM RAIL 1.00o r �a 1.030 I 9 RA-137 1/VENT-_FIXED STILE(SPRING LOADED LATCH) 6063-TB - 9A TLI-137A 1/VENT FIXED STILE(SWEEP LATCH) 6063-76 - C OI FRAME HEAD 1.750 1.000 f0 TM-136 1 SILL TRACK INSERT 6063-TB - Q ll�ri, 0 054 11 TM-135 - -1 SILL CUP ADAPTER. 12'LONG 6063-T6 AT MG.STILE LOCATION O a it 4 12 TM-118_ _7/VENT SPRING LOADED VENT LATCH,3-1/8'LONG 6063-T6 AT MD SPAN Q 0�a� F 480 .1251 12A 1/VENT METALLIC SWEEP LATCH - AT MID SPAN077 2,201 120 g8 X 3/4-- 2/LATCH SWEEP LATCH MOUNTING SCREWS - FN SMS LL z y i 15 MTG. STILE REINF. 13 TM-141A AS RECD. GLAZING BEAD(LAMINATED CLASS) 6063-7 6 7.375 1.000 I3A TM-181 AS REOD. GLAZING BEAD IYSUL.LMI.G1A55 6061-T6 .313 .563 A65 _ (� ) = Q W E .500 14 TM-154 _ AS REDD. WIND LOAD CUP.4'LONG 6063-76 T LI.420- - __ 1/STILE MEETING STILE REWFORCING 6053-76 - s 1 2.312 1516 -^ 2/STILE FIXED STILE REINFORCING 6063-T6 - v o ,1071- 17 W31225 AS READ, FIN SEAL W-STRIPPING(.270'X.220'HIGH) WOOL - 7.000 IO SILL TRACK O JAN48 STILE '125 18 W43371 AS REQD. FIN SEAL Y75TRIPPING(.187'X.370'HIGH) WOOL - 19- W43201 AS REOD. FlN SEAL W STRIPPING.(.187'X.200-HIGH) WOOL - 1,075 2.312 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8'X 1/2'X 1-7/16'LONG O m 16 FIX. STILE REINF. 21 - 2/VENT VENT ROLLER HOUSING&GUIDE --_ PLASTIC AT EACH END M v .062 .055 22 - - VENT ROLLER/WHEEL ^ BRASS - UJ 1.25 5 TYP• _23 112 X i' 2/CORNER FRAME ASSEMBLY SCREWS- -- --- -- = P.H.PHILLIPS SMS 1.296 2i;c I .373 24 /t0 X 1' 2/CORNER VENT ASSEMBLY SCREWS P.H.PHILLIPS SMS M Q 2 1.375 1.546 25 - 7/LATCH VENT LATCH SPRING _ ST.STEEL 929 1I 000 .849 15 2fi W31175 AS REQD. FIN SEAL 1NSTRIPPiNG(.187'X.175V"HIGH) WOOL - p CO 11 SILL CLIP ADAPTER E- 27 iM-1St 1 SILL RISER 6063-i6 - Z o �3z 1.750 .062 Z d Z -1.406l p p d 0 MEETING STILE CJ VENT LATCH .gy' ~(a a r 2.312 2312 .055 r .055 .435-rl .183-�{ 1.719 3.270 �D' .602-I�Efj7-- I 62 .540 I .040 ,500 2.708 1.437 I 1.237 1.J75 1.237 �.1.000 I.I D -. c N €r 0.0623 A23-d 5•�•¢"3� NP. y u TLL u M--7.641 1.750 9 1.750 T H 13 GLAZING BEAD 13A I GLAZING BEAD GLASS) a u o$a O FIXED STILE (SPRING LATCH) O FIXED STILE (SWEEP LAC ) (IATA.GLASS) ( ) O3 FRAME SILL TOP 1.704 -y ,937 2 O H o 3.069 1 m S o �0<m c F062 0C P7. NP. 1.919REVISED 2.628 1.799 Engem Jf.�LtuiMAO �PRODcomplj ng with the Florida II P .092 3A42 3.283 3.168 Al3.042 {oP 062 FLCA N.553892 D°Jilding Code { Amplance Nol4Typ. •et0 1.858 pp1� t`P( a c�(� v RIP LEG .163 LV4U,• R, tion Date AS REQD. By G--� .500 II ASIami Ando Product Conhaf drovanng no. I --I .875 .875 4=-• !/ ✓ l W08-$] 4-3.069 O2 FRAME SILL BASE FRAME JAMB - VENT O FRAME JAMB - FIXED 27 SILL RISER sheat 6 OF.7 (2) 12 x 1 1/4'PH.SMS. T� r �EYY `IYI z) N10 x 1^PH.sols. Z2)&10 x I'PH.SMS. 1 q� ASSEMBLY SCR IS ASSEMBLY SCREWS SEMBLY SCREWS m r m �• r O w 0[LIZ . \ `ANO abs l I FRAME TOP CORNER rn z cD a FIXED MT(;, RAIL TOP CORNER O1 VENT TOP CORNER (4) #12 x I 1/4'PH.SMS. ASSEMBLY SCREWS Li u- m0., mc 0Z$cNQ=yz—oco gdmZ�ao 0, d, a U q, ^S (z)PSEASMLFwcWBf^ 0a a m u o FIXED MTD. RAIL BOTTOM CORNS• �' "' Cogs:JAVAO MR= PRODUCT REVISED w CUL gg mA59s with the Florida i FIA PE/,.70592 };iildiog Coda (2)#10 x 1"PH.SMS, C/LH.3538 Auc tans No 14-010 FRAME BOTTOM CORNER ASSEMBLY SCREWS P Z S Y . 'u9 Expira/lln0 Dow 8 ���" VENT TTOM CORNER �a2� �',�da aduct mdml dirowio j._ sheet 7 47