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HomeMy WebLinkAboutProduct Approval Florida Window and Door Co. 7108 Fairway Drive,Suite 120 Tel.(561)848-4900 Palm Beach Gardens,FL 33418 floridawindowanddoorcom Property Information Building Information Owner: Gary Armentrout Wind Zone: 160 MPH. Address: 15 Majestic Way Exposure Category: D Fort Pierce,FL 34949 Minimum Building Dimension: 50 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 53 38 7 39.7 -52.6 2 End 53 38 7 39.7 -52.6 -------...._...... _...--...-......-..............._....._....-.............-............................................................................................._......................................----- --- --.......----..._._................... ---- 3 End 74 38 7 38.9 -50.9 4 End 26 26 7 40.6 -54.4 _........--------------- ------ --...—_...-------------._ ...................................................__._.._._._..-..........._......- ---- ---......_...........__._._... 5 End 26 25 7 40.6 -54.4 ...._.-........................................---........__._....._._...-- —...._....._..-----.._....._.__.._..-- -- - --.................-.............-.........................................................................................................---._...._.._........................_.......... 6 End 74 38 7 38.9 -50.9 --..._—........_..-_...-..--._....._ ....................................................................................._-.._.__.._._...__..._..__.... __.....-------....__....-..._-.-..-....-....................................................................._...............................-... 7 End 74 38 7 38.9 -50.9 �E '4 ri P�Y S� tUc ePG CoUr Y F� Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.Florida Building Code 2010 ed. Page 1 of 1 MIAMI•DADE nIiA II DADE,COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SIV 26 Street,Room 208 ROAi21]AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOS,) www.miamidade.eov/economy T.M.Windows LLC 601 NW 12"E Ave. Pompano Beach,EL 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 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 High Velocity Hurricane Zone. DESCRIPTION:Series 11805"Aluminum Horizontal Rolling Window—L.M.T. APPROVAL DOCUMENT:Drawing No.W08--81,titled"Series 805 Alum.Horizontal Rolling Wdw. (L.M.1.)",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-Dad e Coun oduct Control-Approved", unless otherwise noted herein. RE NE WAL of this NOA shall be considered after-a renew lication has.beezu filed and there has been no change in the applicable building code negatively affec rerfanrrtance of flus product. TERMINATION of this NOA will occur after the expira�n dapoor if there has been a revision or change iv in the materials, use, and/or manufacture of the product orss Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes'ala automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. -- ADVE(WISEMENT: The NOA number preceded by 'th "vor Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertis . lit r true. 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 provid to h user by the manufacturer or its distributors and shall be available for inspection at the job site at t st of the Building Official. This NOA revises and renews NOA#12,0321.02 and consists of t 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. NO&NM 14-0107.08 MEAME•pAnE C©LINTY � ' �iQaton Atte: May 13,2015 Aft- yal Dater=February 20,2014 t/� Zf ( �c�`,. 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 o£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. B. TESTS 1. Test.reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBG,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 Laboratozy,Inc.,Test Report No. FT1 -5945,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E. (Submitted tinder 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. FT1,5457,dated 01/22/08,signed and sealed by Carlos S.Rionda,P.E. (Submitterd render 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. (Srrbinitterd tinder NOA No. 09-0105.02) j 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.FT1-3995,dated 11/13/03,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NODI No. 04-0120.01) � Manuel Perez, 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. (Submitted under NOA#09-1110.02) 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. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. i for their"DuPont SentiyGlas@ 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"Safflex 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. STATER ME NTS 1. Statement letter of conformance,complying with FBC-2010,dated November 18, 2013,issued by Al-Farooq Corporation,signed and sealed'by Javad Ahmad,P.E. 2. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated February 27,2012,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,.P.E. (Submitted udder previous NOA#12-0321.02) Nla5ru�1 Pe�:ea, .E. Product Control Elam er NOA No.15 7.08 Expiration Date: May 13,2019 Approval Date: February 20,2014 E-2 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. S'T'ATEMENTS 3. Laboratory compliance letter for Test Report No.FT1-5945,issued by Fenestration Testing Laboratory,Inc., dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E Submitted under NOA#09 11X11.02) 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. (Subttdtted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No.FT ,5459,issued by Fenestration Testing Laboratory,Inc.,dated 02/21/08,signed and sealed by Michael R. Wenzel, P.E. (Subinitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s F'TL-3946 and FTL-3995,issued by Fenestration Testing Laboratory,Inc.,dated 11/04- 13/03,both signed and sealed by Edmundo Largaespada.,PX. (Submitted under NOA No 04-0121101) G. OTHERS I. 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 i Manuel Pear;F L. Product Control 1;. ' er NOA No,14-0107.08 Bxpiraiion Date: May 13,2019 Approval Date: February 20,2014 B=3 3/16'ANN.GLASS 3/16"HEAT STREN'O GLASS ADDL.ANCHOR REDO. [4 3 090"Interla ec 090"Ynteda er FOR INSTALLATIONS INTO M F Y Y WOOD STRUCTURES OR Saflax Clear And Color Gioxx DuPont SentryGlas THRU WOOD BUCKS INTO MASONRY By'Eoslmon Chomical Co.' By'E.I.DuPont De Nemours&Co.,Inc.' 74" MAX. m VANOOYt YIOTN � q 3/16'ANN. GLASS 1-3/16"HEAT STREN'D OIASS f i! 9 3X8' k Z tw„ SILICONE SILICONE MAX6"MAX. CI CE RG57700 GE RG57700 (SURFACE FALSE MUNfINS ��6-"�{ HEAD HEAD/SILL U DOW CORNING 995 DOW CORNING 995 (SUR MAY 6EPUSEt) ( S 3"SILL CORNERS G:O ' A \q 131 'ii �q 13 ';,�I 1D a. 0 ,* p ;A A I D hht mOOa�Wr h _ q/ W !EF ti II II I� ii �i /'S 7/15"OVERALL CLASS 7/16"OVERALL GLASS = o '�+o E _ +' It \ m ��z S . TTPE 'A' TYPE 'T3 'a Z ---It !/8"TEMP.CLASS m o �i� i� sr T N 3/16"HEAT STREN'D CLASS 3/16"ANN.GLASS 1/4"AIR SPACE --��=-=ire-== '=�i====n='== n 120"Interloyec 120"Inlerloyer 1/8"ANN.GLASS �U o n j Uvekol S Uvekot S B .090"Interloyer n By'Cytec Industries, Inc.' By'Cytec industries, Inc.' Saflox Clear And Color Gloss _ _ O By'Eastman Chemical Co.' .. -. _ .-_.:._ _ '0 m 3/16"HEAT STREN'D GLASS 3/16"ANN.GLASS 1/8"ANN.GLASS SILICONE SILICONE SILICONE 32 7/8" GE RG57700 m GE RCS770D D.L. OPG. O.L.OPG. .'" L 8 GE RG57700 DOW CORNING 995 - ,� DOW CORNING 995 i m DOW CORNING 995 / L o � U E � 13 1. 'i i n q 13 `i cj i Vc'NT YtIDTH N ,i 1 (� y IYPICA—_!EI EVATION n! 3 q a^ Em' z�c Y II'zao o --- XO OR OX SIZES �� 0 0 MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER =� IASS PE GLASS TYPE'B' GLASS TYPE'C' GIASS TYPE'D' GLASS TYPE 1/2"OVERALL GLASS 1X2"OVERALL GLASS 11J16"OVEitAI!IN5UL,GLASS EXTgFOR (+) INT.(-) EXT.(+} IM.(-} 'EXT(+} INT.(-) EXE(+} INT.(-) EXT.(+) INT.(-) TYPE 'C' TYPE 'D' T_ YPE 'E' 900 90.a 130.0 Sao 9a.0 55.4 s5.o 79.a 79.0 o a GLAZING OPTIONSARE FOR LUMINUM LATCHES, `o g ETALLIC SWEEP LATCHES LIMIT MAX.LOADS TO t8a.0 PSF. e Q NOTE: m SERIES 80GLASS CAPACITIES ON THIS SHEET ARE � BASED ON ASTM EIZOO-09 (3 SEC. GUSTS) ALUMINUM RflRIZONTI�T,�ROLLING TfI)IY. AND FLORIDA BUILDING COMMISSION c m a ^= DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY YlttN THE DECLARATORY STATEMENT DCA05-DEC-219 a a<o CHARTS SHOWN ON SHEETS Y & 2. REDUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). �jc m a 0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE THESE'WINDDWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT., WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REOUIRE.D. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER LOADS TO THE STRUCTURE. — —- 4 En9r:dAYAO A:IUAD T MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS,ANCHORS CPAL PRODUCTRISVISED 14 j APPROVED MULLIONS'IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. R&PE 70592 as complying with tile Florlda g T-', LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL cAN. 538 o I WILL APPLY TO ENTIRE SYSTEM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE alliwigCode •pl b e NOT PART OF THIS APPROVAL. "ifotfan Data # a $ t A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. , '-�''" ; _ g—'� . 11011i• ��3t pp hh Dy J/ LI' d�rorrtng no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT :7IItf•2 1,20 DTlamiAade Product Contra COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEA/ ;:. "'✓✓✓ W08— REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. shoat lshoeL al�� ACOL.ANCHOR REDO. FOR INSTALLATIONS IWO WOOD STRUCTURES OR ADDL.ANCHOR REDO. THRU WO00 BUCKS INTO MASONRY FOR INSTALLATIONS INTO 111"MAX. FOR STRUCTURES OR i WINDOW WIDTH THRV WOOD BUCKS INTO MASONRY z 3 10 1/4' 111'MAX, 8 z 8" MAX. WINDOW WIDTH FALSE LIUN0N5 HEAD\SILL (SURFACE APPLIED} 3" AT FIX.LITE M"• 8"MAX. FALSE HUMINS 14 7/8" 3" 6"MAX. G MAY BE USED HEAD\Sti1 HEADjSILt {SURFACE APPLIED) MAX, o O A AT VENT CORNERS MAY 8E USED A HEAD 3" CORN SILL --� CORNERS y� 14 t t SILL i T I I �.p �K 0t -rr•-- -I----R=== -- r---,e=c C - u--- I c-===a==--=L -- L L 0+R nr v.� iv a I i� �% ii ( iL /i`v� � (t j'e �' m 2�.�- v x4 � �, ,I /�i(✓ i' �r ��f�iL i`CS } c___, '_.. - 7 _c=aaa❑car___ _ lox o ..'- ' =n- I'----I '\O I --_ .d 14 W m so .3 ❑ .r m > Ir r 3 2J _S ii I� yt i ii rD r, > — ! J11-01— 32 7/8' 33 1/2' 32 7/8" mZ 24 SIB" 8O"MAX. 24 5/8" m Q �j(i o O.L.OPG. D.L OPG. D.L.OPG. D.l. OPC. D.L.OPG, D.L.OPG. t ¢=a 37 6/8' 37 5/8" 29 1/4" 29 1/4- '� u = ~ VERT WIDTH VENT WIDTH VENT WIOTH VENT LY DTH 'N m I z n 3�v mz¢ XQX SIZES — TYPICAL ELEVATIONS I D. m XOX SIZES 3 MAXIMUM DESIGN LOAD RATING - PSF MAXIMUM DESIGN LOAD RATING - PSF FOR S17ES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER ---� GLASS TYPE'A' 'GLASS TYPE'B' GLASS TYPE'C' GLASS TYPE'E' GLASS TYPE'A' GLASS TYPE'B' EXT.(+) 1M.(-) EXT.(+) 1NT.(-) EXT.(+) 1M�(-) EXI.(t) 1Ni.{-) iM.(-} 80,0 90.0 90.0 130,0 90.0 90.0 r 79.0 79.0 + 80.0 . 1 90.0 1 90.0 1 130.0 19 LOADS SHOWN A80VE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, LOADS SHOWN ABOVE ARE FOR WINDOW VENTS a$ FOR METALLIC SWEEP LATCHES LIMITAX M .LOADS TO 480.0 PSF. c WITH SPRING LOADED ALUM LATCHES, a , FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS o°C a a TO 180.0 PSF. Ea91:4AVAO AiWO PRODUCT REVISED CPAL wcomplying with the Florida ;i FLk PM 7059? 8n0eiug CAae C: AVci,p, etv'o L' •g .0 NOTE: t pimttnn Dme )G( I e GLASS CAPACITIES ON THIS SHEET ARE ry {G� BASED ON ASTM E1300-09 {3 SEC. GUSTS) �` `'f'ksMiwnj Dads e:oauct CbuuoY"f g AND FLORIDA BUILDING COMMISSION ;�: L ( i W�8�$ DECLARATORY STATEMENT DCA05-DEC-219 _ ? sheet 2 of 7� TYP SEPI AL ANCHORS - TYPICAL ANCHORS g lay FOR SPAGING SEE ELEV. �� r WOOD DUCK ! ' METAL FOR SPACING +:.a a.• < •4 a r .t STRUCTURE F----------------- ___-_il X20 X 3f8"PN SMS a f�c 1' _ SOS" j 11 11-DAOE COUNTY APPROVED 1 I "w► 4° ••°..°, .a. ,"a J. ° 2 PER COP G LAIN. i SEE MULL SEPARATE NOAH ANCHORS i I 1 f8" 0 8 a tI o I 23 6 f4 4'LONG TYPICAL ANCHORS eT Q WIND LOAD CLIP TYPICAL ANCHORS SEE ELEV. +N O 'I i SEE ELEV. FOR SPACING C}r 0 N FOR SPACING Q w 4 t ,II z. WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS �'� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ��- L LAND TRANSFER THEM TO THE BUILDING STRUCTURE. j SEA ATvTTS: t •I -L-.--S TYPICAL ANCHORS: SEE ELEv.FOR sPACWG j o n a� ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH . UL AC B 'ELC ' (Fu=177 xsf F=2ss NsIl pr iSILICONE OR ACRYLIC SEALANT. INTO 29Y WOOD BUCKS OR WOOD STRUCTURES o m c5 O u WEEPHOLES; 1-1/2" MIN, PENETRATION INTO Wool) 'a M- o l� -.__l. _ o z W1 = 1-1/4".X t/4"WEEPHOLES WITH PLASTIC BAFFLE THRU iBY BUCKS INTO CONC. OR MASONRY wt d F '' ! 3 ` "1-1/4MIN. EMBED INTO CONC. OR MASONRY N o AT 4 7/8" FROM EACH END AND AT MIpSPAN ¢ W2•= 1•-1/4"X 1/4"WEEPHOLES DIRECTLY INTO CONC. OR MASONRY !xFv cY+ .I• '; ;! AT 4-7/8" FROM EACH END AND AT MIDSPAN 1-5/8" MIN. EMBED INTO CONC. OR MASONRY "' Q cV W3 = 2" LONG WEEP NOTCH AT EACH END °3 W4 = 1" LONG WEEP NOTCH AT 32"FROM EACH ENO 1/4"T KS OR SELF nRg I ING SCREWS(GRADE s CRS) 3 Ca INTO METAL STRUCTURES °� m E STEEL: 0.105" MIN. (Fy = 36 KSI MIN.) I a ps ALUMINUM :.1/8"THK. MIN. (6063-775 MIN.) ,1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) II d j I 1 t 11.4 SMS OR SELF_DRILLING SCREWR (GRADE 2 CRS) 19 T2'LONG SILL CLIP ADAPTER WTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. •t ,I 'I it (NO SHIM SPACE) x$o i i 27 n�EDGE B1�T=AANCe N Q.. _ 6 INTO CONCRETE AND MASONRY = 2-1/2" MIN, INTO WOOD STRUCTURE = 1" Mim INTO METAL STRUCTURE = 3/4" MIN. d W3 28 CONCRETE AT HEAD, SILL OR JAMBS Pc =3000 PSI MIN, W4 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN. I 10 � �q 21 2 a H > Glo C ' I Eng':7A_ N[t. O PRODUCT REVISED 't o • •; I ^ e °' .�.." I r �'.""�-,. C•ML 03 complying with the l4orida t 1, � 1 FLk PE 1 70592 ming ding Code 4..d. --P - - -.y j DAN.3538Pepmncc No t•171P tyk k .'.<• .. a •. z8 a TYPICALE�CHgRS •-•P •p. }j ° PaLi-rminn[hle SEE FOR SPACING NOVIA ` ° I Idtif°.' It hliami43odc Praducl Co tfW"5 .'n Wi •W2 ("j( drawing no. TYPICAL ANCHORS L PER CUP WOB-81 :sheet 3 of 7 SHIM 12 MAX. VENT WIDTH m \ is 25 1/4'MAX. o METH, 1 24 $ SMLIS TYPICAL ANCHORS 15 --- SEE SIR UC7URE _ - - ,FOR SPACING 0 7t - c.> a _ P, O I9 v, ..--..--_SCREENS OPT. ----- __ - _ _ - - - _ _ ` ijay Y!OD BUCKS Q d(q d �o fl a G TYPICAi.ANCHORS 9 16 IL Z Vj�fi SEE ELEV. 4 D.L.Q. ? + FOR SPACING EXTERIOR 5 .•,v Q W t�V 1INC01Y 1VIDTH v MLl XO LAYOUT OX OPPOSITE j n N �� 1 a W • i 7.�J 1/4`MAX. }c� I/"-SHIM VENT WIDTH \.� VENT WIDTH SHIMS I m MAX. I ` U /// WO Y V1000 BUCK I WOOD SUCKS ted' -'I> IL OR I _ -- l �T¢_ WOO STRUCTUR --^-- 1 0 eL>a -_- -'- - CO ❑ ON W I ..» --SCREENS OPT. -`--_ r -_- -- - --- u SCREENS OPT.--- .,4 TYPICAL ANCHORS SEE ELEV. vv FOR SPACING D.L.O. III tg{r TYPICAL ANCHORS FOR SPACINNGQ 1 vi w x o sEE ELEXTERIOR e o c a of WINDOW WIDTH XOX LAYOUT ml ? TYPICAL ANCHORS SEE ELEV.FOR SPACING MIA41I-OADE COUNTY APPR. MULLION SEE SEPARATE NOA a do a, 9 Fi g _ I r------Ti VENTS WITH o'`,� �5�P{R—Ro IN-sG q,—LOADED OADED— alMLATCHES 7' E" M� PLODUGI15V(S6D Tmidcl b. I FLA.PE MYC592 9uiiding Coda. igign -------SCREENS OPT. S0 it( �all o draw' ng Prodact - o. EXTERIOR -81 WIDTH WINOOW YNDTN Sheaf 4 ofy) 1,4"SHIM © © ®r- VENT WIDTH mj 1/4°MAX, z a 18 SHIMS TYPICAL ANCHORS j METAL 1 24 15 6 SEE ELEV. 0 STRUCTURE FOR SPACING P Q�y E N a Pa eY O � p 9 �- -- - "P 0' a I 19 1 - - - - - - - _- _ ,� o o e � __-_= O --SCREENS OPT. ------- --- - – WBOD BUCKS 0 ° Q ur2 N 9A TYPICAL ANCHORS D.LO. _I 5 iTm FOR P ACING ELEV. 4 EXTERIOR w VINDOW WIDTH �� XO LAYOUT m OX OPPOSITE -I � I 3 C D 1/4-MAX. O h VENT WIDTH VENT 1'l10TH SHIMS o 0)a; 1 4"SHIM MAX I iay U J WOOD BUCKS N ¢lL 3 VJ000 BUOR -- R, WOO STRUCTUR4 . Z'0 — _ _ n 7S'EPE' _7a_____ r'� IIII cj - ❑ – _- T ____ SCREENS OPT✓-- ICELANCHORS --SCREENS OPT. bLJ�I'IbL_d..l FOR SPACING D.LO. TYPICAL ANCHORS ,•,° p c $ I SEE ELEV. EXTERIOR FOR SPACING WINDOW WIDTH �W XOX LAYOUT v�.1212! TYPICAL ANCHORS SFE ELEV.FOR SPACING MWMI–OADE COUNTY APPR,O MULLION rn d.8– ^ SEE SEPARATE NDA STENTS WITH _.. r=-=T eta m o 0 SWEEP LATCFIES �— En9r,Q'AYAO AHMap PROOUCT'RIiV4SED e II II CML tt'complyingwi0rtheBlorida ' Atc II I I FLA.PE 70592 ueiidpbT C. I1 II 0.0.N.•3536 n eplauoo Htipimlion Date --SCREENS OPT. 'lii(b{�' 64�i gy Y( O L r -- _ 1. Slfami�7+ado lTroduct Conical chr wing In / f I✓ I YY�$—$1 EXTERIOR --a WI NDOW WIDTH DOW WIDTH sheet 5::-=f7 1.000 ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �� 3.0611- .069 1.375 -�1I 7���---771 1 T!A-130 1 FRAME HEAD 6083-76 - � I m .062 �_F .062 I' 11.SSD 2 7M-133B _ 1 FRAME SILL BASE •----_'--_ 6063-TB -.-_---. o .688 Ilfl I(JI 1 3 TM-134 1 FRAME SILL TOP _...... 6063-_T_6_ - Z 1.875 1.250 I� 4 TM-132 AS READ. FRAME JAh16__VENT 606]-T8 ___•,_, 2.437 1.425 •125--1 5 TM-131A AS RE00. FRAME JAM8-FIXED 6063-76 - �a 1 18 WIND LOAD CLIP _6 7M-138 2/YINf TOP AND 807TOAf RAL 6063-T6 = -`_.. 0 II 1.000 7 TM-139 1/VENT JAJAB STILE 5063-76 - O U V.�1S00 8 TM-140 1/VENT MEETING STILE 6063-T6 - Q. 1.000 TOP & BOTTOM RAIL -- a 1.0]0 !^- 0. � 9 7fA-137 1/VENT__ Fl%EO STILE(SPRING LOADED LATCH) 6063-T6 - 9A 7l.1-137,1 1/VENT FIXED STILE(SWEEP LATCH) 606]-T6 - 1.750 '.0100 10 TM-136 1 _SILL TRACK INSERT 6063-T6 - QW O FRAME HEAD .054 11 TM-135 - I SILL CUP ADAPTER, 12'LONG 6063-76 AT WIG.STILE LOCATION 0 0.Q 4 12 TM-118 1/VENT SPRING LOADED VENT LATCH,3-1/8'LONG 6063-T6 AT 1,110 SPAN o d1 W C 1.480 .125_I 12A --_-1/VENT METALLIC SWEEP LATCH - AT MIO SPAN 077 2.201 12fl 18 K 3/4' 2/LATCH SWEEP LATCH MOUNTING SCRElYS - FH SATS a y M 1.375 15 MTG. STILE REINF. 13 TU-141A-- AS READ. GLAZING BEAD(LAMINATED GLASS) 6063-T6 - J N j- .563 465 1.000 13A 71,1-181 AS REQD. GLAZING BEAD(INSUL.LICE CLASS) 5053-T6 - a�j .313 -� --T .500 14 TAI-154 _ AS RE00. WIND LOAD COP,4'LONG 6063-78 - 1 420-�1 f 15- _- _^ 1/STILE MEETING STILE REINFORCING 6063-76 - c 1� 2.312 _16 - 2/STILE FIXED STILE REINFORCING 6063-76 - o .107 _0 17_ 1'131225 AS READ. FIN SEAL W'STWPPING(.270'X.220'HIGH) WOOL - 1.00 _ 10 SILL TRACK O JAMB STILE '125 IS W43371_ AS REQD. FIN SEAL W'STRIPPMG(.187'X.370'HIGH) WOOL - ,3 19 W43201 AS REQD. FIN SEAL W'STRIPPIN0.(.187'X.200'HIGH) WOOL - OI q.929 2.312 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7J8'%1/2'X 1-7/16'LONG p 16 FIX. STILE REINF. 21 - 2/VENT VENT ROLLER HOUSING&GUIRE - __ PLASTIC AT EACH END & rMry Ce L .055 22 _ - - VENT ROLLER/WHEEL -� BRASS - JU 1. 1�6 23 112 X 1" 2/CORNER FRAME ASSEMBLY SCREWS-_ --- -- = P.H.PHILLIPS SMS o J j 2.373 24 110 X 1' 2/CORNER VENT ASSEMBLY SCREWS P.H.PHILLIPS SMS 1.375 1.546 25 - 1/LATCH VENT LATCH SPRING 1.000 .849 1.235 26 W3t175 AS REQD. FIN SEAL%YSTRIPPING(.187'X.175'HIGH) WOOL - p DO GSILL CLIP ADAPTER v rM-1st 1 SILL RISER - - 6063-76 - 1.750 •062 w Z d v t.aos F a d 8O MEETING STILE C2) VENT LATCH vI tl 2.312.055 •0 _ .183 .055 -'{ I 1.719 � _'6" _i ,�N 3.270 _80271� 040 562 .940 .040 ,500 2.708 1.437 1.237 1.375 1.237 -_➢. I �n Fn L 1.0 0 ,"r- 1�0 -i-�• c u x .00 A62 923 923 0 NP. I TUU 1.750 h�1.750 y 6 13 GLAZING BEAD 13A GLAZING BEAD 2 1.641 0 FIXED STILE (SPRING LATCH) sA FIXED STILE (SWEEP LATCH) (UUt.GLASS) (INSUL. LAM. GLASS) O FRAME SILL TOP -q ,937 3,069 1 r 0 0 0 0 062 C� 1 F .062 ^ NP. m 1 m f 1.919 1.799 Engr.t/.VAD AHA'AD PRODUCT RGVI5E0 s l 2.628 CML as cam 1 in 11•ilh the plptida I" .092 JFf.71 83 3.168 3.042 FLA PE g 70592 L-niidi gl(bdc `o 062 NR 0.LN.3538 Acccpmcceho f T� O t0 "$1.858 6]�I (aENPircllv �27I1 _ l.500 J Miami Fade Product Conttot dmwmg no.-- i W0$-B] I�-3.069 O FRAME SILL BASE FRAME JAMB - VENT O FRAME JAMB - FIXED 27 SILL RISER 15h..t 6 Df 7 • (2)112 x 1 1/4"PH.SMS. IIISMS. AS SCREWS I\{Itl AS MB z 1"PH,SMS, ASSEMBLY SCREWS I� ASSEMBLY SCREWS 1 f m \ Q g i o 0 I cyt m Q(L Q i eb Ew' I FRAME TOP CORNER 3 to to a FIXED mm..RAIL TOP CORNFR t7 (4) d12 x 1 1/4"PH.SMS. VENT TOP CORNER a M ASSEMBLY SCREWS o -JW o N¢= x �2U ONS I ' z_ �n a� Hcoa � ttb 15 ig i .(2)110x 11 PH.SMS. .\ ASSEMBLY SCREWS � 1 •N b�dN t FIXED MTD, RAIL BOTTOM CORt('. • ""-"� EnOc imsmktm PRODUCT REVISM- w CML as complying with the Florida FIA PE/„70572 iTtii[di.g Codc $ AS #10MB z 1"PH.SMS. CAN.3536 Accc Iance No(4•Qi97tc FRAME BOTTOM CORNER `?� ASSEMBLY SCREWS P_ 54 W-1 -u �11ov 2 9 2019 AUVENT BOTTOM CORNER IIy f .�Ix OProdudrawing no. (sheet 7 of_7