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HomeMy WebLinkAboutProduct Approval RE,CEI`'�0 OCT 13 70,16. MIAM1.DADE MIAMI DADS COUNTY ® PRODUCT CONTROL SECTION DEPARTi11ENT OF REGULATORY AND ECONOAHC RESOURCES(RER) 11805 SW 26 Street,-Room-208 BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %Y%vw.miamidade.eov/economy AWP Windows and Doors,LLC 8130 NW 74rh Avenue Medley,FL 33166 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 duality 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 r•equireinents 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"580"Aluminum Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No.W96-38,titled"Series 580 Alurn Single Hung Window(N.I.)" Sheets 1 through 5 of 5,dated 10/10/96,with revision J dated 09/22/14,prepared by Ai-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 RATING:None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, nnodel/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 qr any other purposes shall automatically terminate this NOA. Failure to comply with any section of this'NQA 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 NOAH 12-0906.06 and consists of this page 1 and evidence pages E-1 and E-2,•as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMFDADE COWTY P' ` NOA No, 14-0722,07 Expiration Date: November 14,2017 s1 Approval Date: October 02,2014Page i AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W96-38, titled "Series 580 Alum Single Hing'Window(N.I.)" Sheets I through 5 of 5, dated 10/10/96, with revision J dated 09/22/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS202-94 3)Water Resistance Test, per FBC,TAS 202-94 4)Forced Entry Test,per ASTM 588, TAS 202-94 along with marked-up drawings and installation diagram of a series 580 aluminum single hung window glazed with 1/2"tempered insulated glass,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL=7568,dated 04/26/14, signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per ASTM 588, TAS 202-94 along with marked-up drawings and installation diagram of a series 580 eyebrow top aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda, P.E. (Sttbrttitted uittler NOA#09-0316.10) 3. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4)Forced Entry Test,per ASTM 588, TAS 202-94 along with marked-up drawings and installation diagram of a series 580 radius top aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4443, dated 01/26/05, signed and sealed by Edmundo Largaespada, P.E. (Subtntiited wider NOA#09-0316.10) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked-up drawings and installation diagram of a series 580 aluminum single hung window, glazed w/3/16"temp. glass,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3879,dated 08/28/03, signed and sealed by Joseph Chan,P.E. (Submitted under NOA #02-0507.06) Manuel Perms;P.E. Product Control Lx niner NOA No. 1-722.07 Expiration Date: November 14,2017 Approval Date: October 02,2014 E-1 ANYP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTENUED) 5. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 20.2-94 2)Water Resistance Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8"ann. glass,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3861, dated 08/07/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0507.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 07/01/14 and revised on 09/19/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 51"Edition (2014), and of no financial interest, dated July 1, 2014,signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 13-0640 issued by the Product Control Section, dated July 16, 2013 and revised on August 01,2013, signed by Manuel Perez,P.E. _ 3. Asset purchase agreement dated March 20, 2014,signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding,LLC and Mr.Tim Moris, Jr.,President and C.F.O., AWP Windows and Doors, LLC. 4. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA, dated June 24, 2014,signed by Mr.Kevin Barrett, Chief Financial Officer,Trulite Window&Door Solutions,LLC. G. OTHERS 1. Notice of Acceptance No. 12-0906.06, issued to Ti-ulite Window&Door Solutions, LLC, for their Series"580"Aluminum Single Hung Window--N.I., approved on 12/06/12 and expiring on 11/14/17. ` Manuel ta4g,P.E. Product Control Examiner NOA No:-N-40722.07 Expiration Date: November 14,2017 Approval Date: October 02,2014 C-2 51 1/8" 53 1/8' WINDOW WIDTH I� n WINDOW WIDTH 50 1/8' z Im� 50 1/8" TOP CORNERS OF D.L.OPG. (FIXED) Q �� D.L. OPG.(FIXED) ARCH TOP VIDWS. TO BESECURED SCREWS 13 5/8' I-a a'01 13 5/8" OR SPOT WELDING MAX. O oto FALSE APPLMUNIED) htAX. 6"MAX. Q yj Iv (SURFACE APPLIED)ED) 6`MAX. 0, MAY BE USEDA HEAD HEAD M O w j \ CORNERS CORNERS Q O c I.o ®�00 (0 0 -'T- a J LL I -*--r -m------ n o n a ll ii r .I a w �-� w tl 0 3 li � I i rt 3 II o m O I m N J x \a o I ____ .. � n _...... n - �cnl0 1- 1 C3 LL ¢ ro a 4M r a J 48 1/2" mw 46 1/2' mw 1 m Z 3LL m O.L.OPG. ¢ D.L.OPG. I In 3 Z� o 50 11/16" ro 0 50 11/16" D'M� VENT WIDTH VENT WIDTH n �vwi Q o7 k' SERIES 580 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION CHARTS SHOWN ON SHEET 2. TESTED UNITS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE S�u :0i COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW o a W R TYPES IN MODULES OF TWO OR MORE WINDOWS USING -✓<Iffo v MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. gi"+gl I LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o o$ n«H REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY MONOLITHIC GLASS •> HURRICANE ZONE (HVHZ). ` o i WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER I INSULATING GLASS LOADS TO THE STRUCTURE. _ 1 NON IMPACT ANCHORS SHALL BE AS LISTED, SPACED AS SHOVO4 ON DETAILS,ANCHORS Engr:dAVAO AHMAD L a ? II;I EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML PRODUCTRBVISBD i T J a�l s FLA.PECAN10592 ns complying wilh the Flddde o I ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE . •318 Building Coda NOT PART OF THIS APPROVAL. _ Ac"ptnnco No •� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ['a Tallon Dnt° INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE i j ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ! USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES I Dy �� drawing no.-� COMPLYING WITH HVHZ REQUIREMENTS. C Mian•Dnde Product t �1 MATERIALS INCLUDING BUT NOT LIMBED 70 STEEL/METAL SCREVlS, THAT I INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET I L 'd ,,� W96—38j COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. I THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. sheet T of 5 DESIGN LOAD CAPACITY - PSF __ _ DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE'A' GIASS TYPE'8' GLASS TYPE'C' WINDOW DWS. CLASS TYPE'¢' CLLSS TYPE If r� WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) �........ ue 19-1/8' 60.0 80.0 60.0 125.0 60.0 210.0 = " 19-1/8" 56.7 210.0 60.0 210.0 26-1/2" _60.0 80.0 60.0 125.0 60.0 179.7 0 26-1/2" _56.7 201.9 60.0 201.9 O z lu 37' 26' 60.0 80.0 60.0 112.9 60.0 1129 i 37" 26' 56.7 144.6 60.0 144.6 N tal 427 (3) 60.0 79.3 60.0 95.9 60.0 95.9 3 1� N 42" (3) ..5.7 127.4 60.0 127.4 .� _ . 48" 52.7 -52.7_ -60.0 81.3 60.0 -81.3 - 48' 56.7 111.5 60.0 111.5 Q 55-1/8" 38.6 38.6 60.0 25. 60.0 10. � "WINDOW �---� 53-1/8" 56.7- 217.7 -60.0-- 100.7 0 o 19-1/8" 60.0 80.0 60.0 125.0 60.0 210.0 WINDOW WIDTH YBNOOIV WIDTH WINDOW WIDTH 19-1/8 56.7 210.0 60.0 210.0 O at 26-1/2' 60.0 80.0 60.0 125.0 60.0 163.1 26-1/2' 56.7 182.4 60.0 182.4 el 37' 38-3/8" 60.0 75.6 60.0 116.6 60.0 116.8 37' 38-3/8' 56.7 130.6 60.0 130.6 cy ix 00 APPROVED CONFIGURATIONS 42' (4) 56.3 56.3 60.0 102.9 60.0 102.9 42" (4) 56.7 111.9 60.0 115.1 ®a 1-0 SHAPES SHOWN ABOVE OR SIMILAR ®60.0 100.7 2 00 m t`- 19-81/5" -60.0 -80.0. .60.0, _125.0 60.0 .171.3. 26-1/2' 56.7.- -60.0--_?L0.2_ IL J __-... 26 1/2 60.0 80.0 60.0 123.7 60.0 123.7 / 56.7 165,0 60.0_ 172.8 Q w L� v _..16.._... 37" 50-5/8' 60.0 64.6 60.0 88.6 60.0 88.6 37" 50-5/8' 56.7 112.9 60.0 123.2_ 42' (5) - - 60.0 78.0 60.0 78.0 'AB--ANN. GLASS (TYPE'A') 42' (5) 56.7 93.7 60.0 102.2 46" - - 60.0 68.3 60.0 683 OR 48" 56.7 77.8 60.0 84.8 z I! 3/16"-ANN.GLASS(TYPE'B') /UUJ 53-t/8" - - 60-0 b1.7 60.0 61.7 43", 53-1/8" 56.7 67.9 60.0 74.1 I o J m 19-1/8' 60.0 80.0 60.0 125.0 60.0 183.... 26-1/2' 60.0 B00 60.0 125.0 60.0 132.6 26-1/2' 56.7 143.8 60.0 177.9 +; a -- .____. _ -_ ..___ __ 1 or 37" 59" 47.9 47.9 60.0 95.0 60.0 96.0 0: 37' S9" 56.7 106.0 60.0 115.6 Z O - -._. .. -- .._.._.... . z W __..-... o 42" (6) -_ _ - 60.0 83.7 60.0 83.7 mILICONE 42" (6) 56.7 86.6 60.0 94.4 ._ _...._.._......... ....... E SCS 1000 -_ 48" - - 60.0 73.2 60.0 73.2 � in 48" 56.7 70.9 60.0 77.4 �j Q W 53-1/B' - - 60.0 64.0 60.0 66.2 53-1/8' 56.7 61S 60A 67.1 Z Z ¢� 19-1/8" 60.0 80.0 60.0 125.0 60.0 206.5 n 19-1/8" 56.7 163.4 60.0 210.0 in26-1/2" 60.0 76.7 60.0 125.0 60.0 149.0 26-1/2' 56.7 134.8 60.0 166.637" 63" 47.0 47.0 60.0 97.5 60.0 106.7 37" 63" 56.7 102.1 60.0 113.4 Z42" (7) - - 60.0 85.1 60.0 93.1 42" (7) 56.748' - - 60.0 71.9 60.0 75.8 48' 56.7 68.5 60.0 74.7d53-1/8" - - 60.0 62.7 60.0 65.4 53-1/e" 56.7 59.1 60.0 64.5 3 W19-1/B' _60.0 74_.6_ __80.0 125.0 60.0 175.2 19-1/B' 56.7 111.1 60.0 210.0 w la 26-1/2' 60.0 64.1 60.0 113.4 60.0 126.5 26-1/2' 56.7 93.3 60.0 165.0 L-!�! 37" 74-1/4" - - 60.0 820 60.0 90.6 37' 74-1/4' 56.7 79.3 50.0 112.3 ! 1 ------------- 1/8"ANN.GLASS 1/8"TEMP. GLASS 1 1111 42' (7) - - 60.0 74.8 60.0 79.8 42" (7) 58.7 70.3 60.0 89.0 1/4"AIR SPACE 1/4"AIR SPACE ".7 -63 �I q 46' - - 60.0 65.5 60.0 69.8 48" 56.7 _63.8 _60.0__ _70.6 Q�7. 53-1/8' - - 58.0 58.0 60.0 60.0 1/8"ANN.GLASS 1/8"TEMP.GLASS 53-1/8" 55.0 55.0 60.0 60A c�7G 0 8 60.0 125.0 60.0 199.7 19-1/8" 56.7 107.1 60.0 210.0 0 0 3 a 60.0 110.2 60.0 144.1 SILICONE SILICONE 26-1/2" 56.7 88.0 60.0 161.2 76' -.............__-.-__ ___ GE-2800 GE-2800 m 6 L37' - - 60-0 80.3 60.0 103.2 37' 76' 56.7 76.5 60.0 112.3 m (7) --- ALUMINUM ALUMINUM - 42' 73.1 60.0 88.1 BOX SPACER BOX SPACER 42' (7) 56.7 68.4 60.0 89.0 ..___...... ......... ..______ e.r 48" - - 60.0 64.5 60.0 69.9 m m 48" 56.7 61.3 60.0 70,4 •NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. \� \ • NO.IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. c d q e N s 0 0 m c ' {{{\\\ Eng,:JAVAD AHMAO' o b\ bb NE.1 -compPRODUcomplying REVISBD O \\ 25 O 5 FLA.PE 70592 -complying wish 0lo Florida c � CA.N. 538 Ouilding Code 1 }' hccev�cc No ? f q �n' n Io" NOTE: lixvhotiat Dnlc GLASS CAPACITIES ON THIS SHEET ARE GLASS TYPE 'E' GLASS TYPE 'D' OY Browing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) I/z'OVERALL INSUL.GLASS 1/2"OVERALL INSUL.GLASS Minn;Da Productcon : AND FLORIDA BUILDING COMMISSION EP Qi O1 /i �� W96-38 DECLARATORY STATEMENT DCA05-DEC-219 GLAZING OPTIONS � - �sheet2of TYPICAL ANCHORS METAL ��3 SEEELEV, STRUCTURE FOR SPACING 1BY . WOOD BUCK m & TYPICAL ANCHORS Ed •�: b o SEE ELEVS. 1I MWAI-DADS COUNTY APPROVED I I Z 31 ° ° I FOR SPACING j I MULLION& MULLION ANCHORS I j e a e ° ° I• ° ° Ed ; o d ,/ I i SEE SEPARATE NOA i I ® -' .. :e" ... ! No3 ff Ed Ij pE N I 1 jl ( I i 1I O o1U Y 1 A lA g < N r1EE cy HORS ®�Q< .7 TYPICAL ANCHORS I FOR SPACING ® to- 1g SEE ELEV. O I FOR SPACING 3 SII 24 S 19(M(yy_ I _ M W7f �J I• 1 o ' 9 WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM l I j AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z j I ------ L ........._......_..... ---- �I � L,9 i_ TYPICAL ANCHORS: SEE ELEV.FOR SPACING 1/4".DIA. TAPCON BY 'ITW' (Fu=125 KSI,Fy=100 I(SI) I0 'v 1/4" DIA. ULTRACON 13Y 'ELCO' (F-177 KSI, FY-155 KSI) i=�I 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I��0 Q 4 16 20 4 OPTIONAL Ono�TroCH 1-1/2" MIN. PENETRATION INTO WOOD f,Z THRU 1 BY BUCKS INTO CONC. OR MASONRY j to rMj } 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0 3 1 J <I 0 C [4 DIRECTLY INTO CONC. OR MASONRY o Z 3 G 5 1-1/4" MIN. EMBED INTO CONC. OR MASONRY W 412 TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) i EE 3`r w w 23 I 12 li INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") In 4 2 REDD.FOR WINDOWS I WITH GLASS TYPES I INTO METAL STRUCTURES D&E ONLY I 11 ,I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) a ALUMINUM ; 1/8"THK. MIN_ (6063-TS MIN.) 0 o , (STEEL 1N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 8 8u�za- ,� Ed - ANCHOR EDGE DISTANCE c Q W W B j 12 INTO CONCRETE AND MASONRY = 2" MIN. S g,y > INTO WOOD STRUCTURE = 1"MIN. $k LL1 g INTO METAL STRUCTURE = 1/2" MIN. a 1 I II 6 14 CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. I C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm- 2000 PSI MIN. m oto 12 2 SEALANT O W1 ALL LOWER FRAME AND VENT CORNERS, AND HEADS-OF INSTALLATION f- SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, J jm SCHNEE MOREHEAD 5504 OR EQUIV. E",..JAVAD PRODUCI'RDVISED o FIA PE/77o592 as complying svllh the p1o71d9 c U u 4 PADS: CAN.3 38 Duilding Code ° a° 2./ / Exeplence at � �'� t • ONE 1 4" X 3 4" ADHESIVE CLOSED CELL FOAM PAD AT Expirotton De �G!r I S a EACH END OF FIXED MTG. RAIL. By ° 4 n ° ° 9 ° ° ° •d41nmi+ edaProduct Control'j owing no. WEEPHOLES: P 01i W96-32 4 1. l -� W1 = 3/4" WEEP NOTCH AT EACH END —1 sheet Sof g ` ITEM 0 PART p REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REUARKS 1 YE-169 1 FRAME HEAD 6053-76 - �� �I 2 YE-167 1 FRAME SILL 6063-T6 3 YE-102 2 FRAME JAMB 6063-T6 - 5 4 YE-152 1 FIXED RAIL 6063-T6 - t -.__. _.... -.-___....._..._......_.. n 5 YE-151 1 VENT TOP RAIL 6063-T6 6 YE-168 1 VENT BOTTOM RAIL 6063-T6 - O o 0 7 YE-92 2 VENT JAMB 6063-T6 - �2 8 - AS REDD. GLAZING DEAD ALUMINUM ROLL FORMED 9 YH-528 2/VENT SASH STOP,3"LONG ,---............. RIGID VINYL - 5 a 10 - 2/VENT BLOCK A:TACKLE BALANCE - - M c _....... --.-_....... ._._.- 11 YH-505 2/PENT BALANCE CUP ALUMINUM - 0 CL 12 YH-622 AS REDO. BULB W'STMPPING VINYL SINGLE ROW 0 p�0¢ ! ._.._..__... -_...__ ..__— ___._._...._....___..._.___ 13 YH-4004 AS REDD. FIN SEAL W'STRIPPING.187 X .250 WOOL ULTRAFAB Q W} G( ! TYPICAL ANCHORS 14 YM-504 2/VENT SPRING LOADED VENT LATCHES NYLON/CELLON AT L3"FROM ENDS LL 2 N SEEELEV. .......__.._._...-... _...._.—______--_.... ...........___-._ MIAMI-DADE COUNTY FOR SPACING 14A YH-515 2/VENT SWEEP LOCKS _ ZAMAK AT 11"FROM ENDS Z APPROVED MULLION)l 15 YF-1 8 FRAME ASSEMBLY SCREWS(#10 X 3/4") CRS PLATED,PH SMS @ W SEE SEPARATE NOA 16 YF-10 2 VENT FIXED RAIL SCREWS(p8 X I) CRS CAO PLATED,PH SATS - -'�•' 17 _ YF-12 6/VENT VENT ASSEMBLY SCREWS(B8 X 1-1/4' CRS CAD PLATED,PH SMS z I 19 YF-6 1/CUP #10 X 1/4"PM SMS POINT 8 - - �3 �J 1 20 YF-14 2/LOCK SWEEP LOCK SCREWS(#8 X 5/8") - OH SMS I Z J m 21 YC-IssP 2/VENT SELF ADHESIVE PAD(.375`X.31"X.75") FOAM - .n 1i it -__-_- 22 YN-519 2/VENT BALANCE CAM PLASTIC z 00 IL -- ---._.. __.... - -....._._...---- --- I I 23 YH-590 1 REINFORCING BAR(REQD.FDR INSUI.GU155 ONLY) STEEL MR093 = O 1 j 1 24 - 2/VENT SASH STOP(1"X 1-1/4"X 1/16) ALUMINUM ON 74-1/4"HIGH ONLY > ..__-..._._- - zz tO --- - -- 25 - 2/LITE SETTING BLOCK FPDM DUROIAETQ2 8015 SHORE A --- - �� 3r- Q J n O Z m WINDOW WIDTH WINDOW WIDTH umj 3 Z 6 e IBV ( i¢m: WOOD BUCKS O TYPICAL ANCHORS TYPICAL ANCHORS 1/4'MAX. O I/4. SHDI SEE ELE.V. SEE ELEV. SHIN MAX' TYPICAL ANCHORS FOR SPACING �u FOR SPACING VENT WIDTH SEE ELEV. 13 D.L.OPG. FOR SPACING ($ N 7 22 g 1/4'SHIN o. g 10 MAX. 20Y WOOD BUCK METAL --_-_..__.-_.__.... �° R P ? STRUCTURE -- WQ STRUCTURE Q r ---- --..... 21 ____-____-____-____- .N W _ _ d 1 a H p w n m t EXTERIOR 3 'Engr.JAVAD AHAUO p)LODUCT[LEVLSED D.L.OPG. CML aA c.pjgiog with Lha Flolida o FLA.PE t1,0592 CA.N.J5 Htuldp Coda Acce INIW HO '0 WINDOW WIDTH Eap`i}rafi LDnle _ U ! B +�• '' — 1(f Pp$AndePmtl){�i`'r.'J�ntrOL j drawing no. P ., I W96-381 - sheet 4of 2.220 a : m �I oss1I .889 Alb 1.327 / 13, 827 �,/ /•� 2t �;J Za. w �d 660 Q a. N a FRAME HEAD L .812 IppI -- �Ip-.062 V 11 II O W m � OaQQ �gpI .aa1 1 437 C g � N � 1.062 a Z FIXED RAIL w J �!2 I� a 1.187 LJ� Z m 1.625 ` I K o � o W .912 -, = Z Q� VENT TOP RAIL 1.562 .625 m T— � io Z�� m N OJ M wr. ll M O FIX_ RAIL REINF. / I y Q co �J" .055 / O 3.125 2563 2.687 —"F 3/4`WEEP NOTCHH 1.070 .055 •812 AT EACH END OF- SCREEN F / SCREEN RETAINING LEG $' I I 2- .812 -I W W -! ,e12 I— 6e7 S.H. VENT CORNER DETAIRi L "!Z, v:Siz .1z VENT BOTTOM RAIL VENT SIDE RAIL I 2.774 2 v ryio O 'm U ui aJ n .930 S.H. FRAME CORNER DEfAII � $ _ .oss .oss 1.292 Enyr.JAcODUCTRGVISF•D 3.027 2.104 CK U wnplying t�ilh lt�c Ftorida 3 3.527 RA PE 70592 a Code ? iluildin .812 CAN. Acu T m No {i C 1 li�pimt Dotc f� I��J�LJ Y Y cty Alianj Oado Product n1, Y LE 1.179 l� o j I drawing no.y ,s,7 P 01 t I 1 W96-38� - - - FRAME SILL FRAME JAMB sheet$of $ !