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HomeMy WebLinkAboutNOA�E mwvu DnDE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwmiamidade"vin000mv rvl l UU3"A"=l 1070 Technology Drive SCANNED North Venice, FL 34275 BY SCOPE: St. LUCI@ County This NOA is being issued under the applicable Hiles 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 AM (in areas ther than Miami Dade County) reserve the right to have this product or material tested for quality as es "s product or material fails to perform in the accepted manner, the manufacturer will in e fwcwodde. may immediately revoke, modify, or suspend the use of such Hal RER reserves the right to revoke this acceptance, if it is detenhined by ntrol Section that this product or material fails to meet the requirements of the applicable This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - APPROVAL DOCUMENT': Drawing No. MD-SM00-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 manufacturces name or logo, city, state, model/series, and fallowing statement: 'Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Sled 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 and renews NOA#115-0528.22 and consists of this page 1 and evidence page B-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.16-0505.02 t aartwaue courtrr Expiration Date: September 01, 2021 —�-- _ I •. Q _ ^ ^ q� Approval Date: June 16, 2016 �O�w�t�5r• Cl'CIE CUVLid1'T/Y Pagel RL:V1EWED FOR Co ITILD C rvWON :EVIE1V,,D ItV i '6A:N'S AND PERRifIT MUST BE IQP Qit NO L\SPECTION WILL BE ONXOB MADE, PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614. 01) 2. Drawing No. MDSH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.32.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc_, Test Report No. FT1,6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOANo.11-0614.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5' Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underpreviousNOANo. I5-0528.22) 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 FBC-5a' Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. monorlyr-11 f , 1. Notice of Acceptance No.15-0528,22, issued to PGT Industries, Inc. for their Series "SH-200" Aluminum Single Hung Window - N.I., approved on 08/06/15 and expiring on 09/01/16. Mannel .E. Product Con Exa ' er NOA No. .02 Expiration Date: September 01, 2021 Approval Date: June 16, 2016 E-1 GENERAL NOTES: SERIES 200 N-, , bIPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PWE, ASTM 090 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 8 6, SHEET 4 & 5. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE_ WOOD BUCKS DEPICTED AS 2X ARE 1-1/7 THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-6479, ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. �-- WIDTH ---►{ HEIGHT EQUALIRE PROWWlORIEL ARCHMP PROVIEW/ORIEL WIDTH �{ / I HEIGHT RADIUSTOP EQUALIIIE 53-1/8-711 52-IIW I NO ANCHORS 4 REQUIRED IN VISIB FLANGE FRAME HEAD A 8' MAX. FROM L- CENTER OF MEETING RAIL 8' MAX FROM !y CENTER OF MEETING RAIL 9' T MAX. TYP. 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W 0 �d 2 d p N o `Ji y O� v'99smwviu�i�3 y O� 0 0 y O� 0 0 0 o O i�i o 0 �iiR.�'��3�3a3uai399 0 0 0 0 0 0 0 0 0 0 y O� tg19 y O� 0 0 432alER22&1CS8 0 0 0 0 o p m m m ^� 3 � i . 4 i + + } i 4 . f t + + + + . 4 t . . + + . + . } 4 . 4 f i + } } .r¢ ai � d 3s� ajp O ¢ O¢ c 0i g O Q O O O Q O Q O Q OQ gO O QQO O g Og g Og c Oc� O e Od3 Ogg W W W W W W °P W MM m 0 ge� m N y� m 1I1 Y? T T? nl' .ito to ^ ° C�m ' iD f0 :mf0 m d ' o 't' a d x m fO �3 yfij m �- p` 2 G o `" �- { Fo TO NW N ` N 2 $ b N ` to 6 G io % ai f s@47 ... r, � to a S o y a N N �n d 0 "^ N o N Ol N l'7 i 6m t� '€ 5 e 20 ao id O OI NW y o INSTALLATION DETAILS Fr, FIN FRAMES INSTALLATION OPTION 5 CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR(SCREW) THROUGH THE FIN EDGE DISTANCE 1.4165' It VISIBLE LIGHT HEIGHT 41 EXTERIOR 2.751' a BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN 2X WOOD, SEE NOTE 2, THIS SHEET I EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET 2X WOOD, J EMBEDMENT BEE NOTE 2, THIS SHEET 2X WOOD, EDGE SEE NOTE 2, DISTANCE Q THIS SHEET EDGE 1 DISTANCE EMBEDMENT 114" MAX SHIM 1 114"MAX SHIM TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE jj 4 TYP. ANCHOR TYPE, PER SUBSTRATE, I� EMBEDMENT AND EDGE SEETABLES,THIS Ij DISTANCE PER SUBSTRATE, INSTP SHEET. II SEE TABLE 6, THIS SHEET. INSTALLATION OP' OPTION E WST: STRAIGHT HEADER ANCHC INSTALLATION ANCHOR 'THROU (SCREW) THROUGH THE FIN ry" I I USE EITHER LATCH (# 29) OR BOTTOM LOCK 32-35 (#11).TESTED .j. UNIT LOCATION: II I 65l8" FROM - III I 64 VENT END. VISIBLE I j!j I LIGHT it HEIGHT j 36 EMBEDMENT INSTALLATION OPTION 7 INSTALLATION ANCHOR (SCREW) THROUGH THE FIN #10 STEEL SELF -DRILLING SMS (GS) r 1/4•MAXSHIM 11 EDGE DISTANCE 2X WOOD, SEE NOTE 2, THIS SHEET VERTICAL SECTION D-D EDGE DISTANCE EXTERIOR V ALUMINUMtSTEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. NOTES 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) 2X WOOD FRAMING OR BUCK, 1-12" THICK OR GREATER. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. \&M DADE API VERTIC, 1!4" ; PROPERI TABLES 2-1/7 2-1/2" x 2-U2" N #10 Ste MIMIMU 11!: .. IT 14 A. LYNtI IIA�L'LER P. P.E# 58705 TABLE 7: Anchor Quantities Required, Flange Frame Maxhmmn Woulm Halat Sach HeVe (see Fl9ure A. ads sheeQ Maximum IMndow Width is-li ' 26-112" 37 3T 41" Getup A Group B Gmrp C—up A Group B Group GmIpA Grow B Grow Getup A Group B Group Getup A Gmup B Grow C Getup A Gr ¢ E ¢ g E ¢ ¢ ¢ ¢ i ¢ f ¢ f ¢ s ¢ ¢ ¢ i ¢ i ¢ E ¢ f ¢ i w i ¢ ¢ E ¢ ¢ E ¢ ¢ ¢ K ¢ F ¢ E ¢ E ¢ S ¢ ¢ ¢ 23" 11-3116" (Equal Lila) 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 121 2 1 21 2 under 168116' 2 2 2 2 2 2 2 2 2 21212 3 2 3 2 2 2 3 2 3 2 2 2.312 3 2 3 2 4 2 3 37" 1se/te gagwl Ula) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21 2 2 2 2 1 2 2 3 1 3 2 2 2 12 3 1 3 3 met 18Bf18° 2 2 2 21 2 2 2 2 2 2 2 2 2 3 2 3 2 21 2 3 2 3 1 2 2 2 1 3 2 3 2 L3 2 4 2 under 15-7I9" 2 2 .2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 S 2 3 2 4 1 2 3 2 9 1 2 4 2 3 15.7/8' thm l&911Bi 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 1 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 38-W 19t/4' (Egad LRe) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 owr 19-1/4' 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 under 1941/1V 2 2 2 2 2 2 3 21 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 1 2 4 1 2 3 2 4 2 4 legil6'tlw22--1PP3 2 2 2 2 2 2 2 2 2 2 2 21 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 45, 2M16" (Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 1 3 31 3 2 2 3 3 3 ouer22-W16' 2 2 2 2 2 2 2 3 2 3 2 2- 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 urMer2O119' 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 20.18'thm 2A-12'3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 9 2 4 3 3 2 3 2 4 3 9 49` 249/iG (Equol Lila) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 owr24-W1B 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 41 2 4 2. 3 2 4 2 4 2 3 2 4 2 urdar�l3/16" 3 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 20.131itr thru 25Fd16' 3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 3 2 4 3 3 2 S 2 4 3 9 2 3 2 4 3 3 50-w z^w (Equal Lhe) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 S 3 3 2 2 3 3 3 3 3 3 3 3 3 owr25316' 2 3 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4( 2 3 2 4 2 wade 4-15/16" 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 5 3 4 34.15H6- Hair 30-117 3 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 4 3! 3 111" 368116' (Equal Lea) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 9 3 3 owr309H6' 2 3 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 urdw25314' 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 25314' thm 31.1W 3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 3 3 2 4 3 4 63, 91 9115 (E*ml Uta) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 owr 314)/1w 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 under2(13/4' 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 29314• dou 38-117 3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 3 3 73' 3"/16" (Equal Lee) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2! 2 2 3 3 2 2 2 2.1 3 3 3 3 2 2 3 3 3 own 36-WIV 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 2 2 3 3 3 3 2 2 3 3 3 under 31-WC 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 213 2 4 2 3 2 3 2 4 2 4 78' 31,Vr hvrr 39'3 3 2+ 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 3 39.1118' (Equal Lite) 2- 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 Tip-totlp dimensions fortlange Wisdom shown. For buck dimensions, subtract 1". 2 Overall sash freight. For dear daylight height, subtract 3-9116". 3 Size range Includes the standard Pro-V1aw (3-over-2 corfigumfion) for the given Window Height. C3 4" FROM "MR" refets to "Meeting Rall". SFJtM For overall sash vddih, subtract 2-15116' from the buck dimension. WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED SY. W1 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION F ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. r 2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. - R TH 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH T OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. Item # PGT DWg. # PGT Part # Description 1 2703E 62703EW I Flange Frame Head 2 2751B 62751BW Flange Frame Sill 3 2781 62781 W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 1 2714E 62714EW Integral Fin Frame Sill 6 2782 62782W Integral Fin Frame Jamb 7 2706 62708DW Sash Bottom Rail 8 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Rail '11 2740B 742740AW Sash Bottom Lock 12 2785 62765W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1662C 71662CW Head/Sill Gasket, Polyethelyne 22 1270 7PAD118 Open Cell Foam Pad 23 2772 72772SHK Foxed Meeting Rail Plug Gasket, Rigid PVC 24 4066 6406BG Wstp..187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121UM Balance Takeout Clip 27 Varies per Size Balance ,28 2711 42800W Sash Cam, Nylon 29 1096 71096W Sweep Latch, Znc 30 1018 7858WW #8 X.625 Ph. Fl. SMS Latch Screws 31 1267 71267N Setting Block 118" x 1/2" x 1", EPDM 32 See Sheet 7 for Materials Kommeding 4SG TPS Spacer System 33 Quanex Super Spacer nXr with Hot Melt Butyl 34 Quanex Dumseal 35 Cardinal XL Edge Spacer 35 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61625E Glass Bead (1/8' Glass) 41 2719 •62719B Glass Bead (3116" Glass) 42 1263 61263B Glass Bead (1/4" Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 781 POA #8 X 1" QUAD Pn SMS 51 781 PSTX #5 X 1" Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781LHPQA #8-15 x 1 LH TWiMast Screw Zinc 53 .1186 781LHPQX #8.15 x 1 LH Twinfest Screw Zinc (S.S.) 54 78X1 PFTFUA #8 X 1" Ph FI u/cut SMS 55 78X1FPAX #8 X 1" Ph FI - Stainless Steel 60 1/8" Annealed or Tempered Glass 61- 3/16" Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 63 118"-1/4' Air =1/8' An. or Temp. I.G. 64 1/8"- 3116" Air - 3/16" An. or Temp. I.G. �— 2.000" .067 500" I� .ass" I n.T A OFLANGE FRAME HEAD 6063-T6ALUMINUM 2.056' oso �—n 3.225' .975• 1 .050'� 1.125 .oso• 2.058' OINTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM — I I • .062" j1.582" .062• 1.010 OFIXED MEETING RAIL 6063-T6 ALUMINUM .050• 500' — C {�- 1-1z5• 2.000" 050' — .s75 .062" , .050" —r j .926' OSASH SID 10 6063-T6A Gi zAl , L1 Af IMiLLkJt, P.E P_FJ/ 58705 SCANNED BY St. Lucie County M IAM I•DADE MIAMI-DADE COUNTY M 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.eovleconomv CGI Windows and Doors, Inc. 10100 NW 25th Street FILE "VOr f Miami, FL 33172J SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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 AHD 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. APPROVAL DOCUMENT: Drawing No. WO5-04, titled Series "360" Alum Single Hung Wdw. (L.M.I.), sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28105, with revision F dated 05/05115, 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 BATING: Large Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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# 12-0822.11 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.15-0512.07 MIAMFDADECOUNTY Expiration Date: May 05, 2020 Approval Date: September 03, 2015 11 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-0215.02) 2. Drawing No. W05-04 titled Series "360" Alum Single Hung Wdw. (L.M.I.)", sheets 1, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05105115, prepared by AI-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 FBC, TAS 201-94 3) Cyclic Wmd Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(D and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03103/15, signed and sealed by Ramesh C. Patel, P.E. 2. 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 a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super SpacerO insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 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 a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. Manue ere ;, P.E. Product Cont I Ex miner NOA N . - 512.07 Expiration Date: May 05, 2020 Approval Date: September 03, 2015 E-1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTiNuED) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Small Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04103/08 to 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted underNOA No. 08-1208.06) 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 24113.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4,-5, 6, 7 and 9, dated 03/29/04 to 04/02/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 05-0215.02) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated July 16, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0822.11) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Per Product Control Ex min NOA No.15.0 .07 Expiration Date: May05,2020 Approval Date: September03,2015 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14118. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. J4-0822.11) 2. Laboratory compliance letters for Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22108, signed and sealed by Vinu J. Abraham, P.E. (Submitted underNOA No. 08-1208.06) 3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 05-0215.02) 4. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued byRER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their Series "360" Aluminum Single Hung Window — L.M.I., approved on 10/16/14 and expiring on 05/05/20. Manue Per , P. . Product Control E mi r NOA No.15-0512.07 Expiration Date: May 05, 2020 Approval Date: September 03, 2015 E-3 r C rl` 1/2' (tv . flange) 1 �zxurs a Y r Iw aus arnxs General Window Sections v'l UOYli9n1 DoAigYI L� apng. Opng. J Wintlav \PtltF WnEow NitltN INSTRUCTIONS FOR USING CAPACITY CHARTS' �y �B¢ TxE 1¢anllEo Gww PRssueEz ma wwoaR avwxL. j)�y oER1NIME 1XE W.1ElIY m TiE Row �s S M�M�L45e T(PE W L14RIL ON } BnERYM T1E NttMW[ VPlarr i oM 9r. % N0.4 swaE oPMlws. Mgm�ur ro MweRs T.Rf A B at c zMe'x ax s®s s nm a. MP 6 S uuWNuu 0ua al¢ usm. wmY ➢IE alfx YTOWMN WLLT' nNM EISET e. .i1�Y FBn UNLIIPPED YNIEO WMCdS BEIE@'.P¢ YUWGXrvMWaY%IB GNON SN2T 6 MP 1%4 TUBE STEP 6 Y 4VNulUY BIR%E ME IAED 4EIFPIRIC GIKK MCWWXB RE➢IYIaYFHIS FPa4 WRIS OM 91Rt 10. ME LBYES} SpELIEa V E MRY M T1E m54WA➢BN lE ANU Y DUAIIS FOR CUSS WM 1 & 2. SNEEfs 3 & 4 FOR OYPXMM (Rd,r n to sores (Refe[o sxects spG=;ny mfor Ftmn) Me=�rnxaw wa1�. 8� 6' x wm YILIWAIL PFESSW6E09� FROM MF 1RfaVMEo a6YN ss0 SERIES'3R0' R10MINIIM RING1$) UNG MHOON RPYN MR16 ro 51NL1£ VNRs 0.R SIRE 6r E NN9l .1 SRILI. SWGIE NUXIIJY6W11X GNfR E NVAV-0I.GLWNIT 1 OR Of ./ FmWNS VSMG NxN1Y .V9R YUWONS IK IN 0T5EIX WNER Uf9GH Pii 6AWE i�Y NP1GaMs Gfl MUWpI MPRPIIL O MLL FWLY 10 ENTIRE Sl51Dl p M6 PINaUCI YR LF£1 IXSIGMD MG IFSIEG RI CGNRY MM 1NE REGIIIRF]RIIIS 6 M[ E1aWM BNLMC aIGE NRWNE WGX Yr3WT (ap:>d) xuRRICwE wr¢(Im¢} AWR BUIXS RY ORNtE. WA RE MPWi. EU IRWEAY i0IRU5iFR (oxemp L0.MS 10 1NE SIWIOUIs. ANMGR SIWL BE AS ISIFD. EPPCER PS SWMM aN oETY15. MCX02' fYBEF�EMT Ta flISE WhRV1 SNY1 BE PFIX1a MLLLL aREF31W M Fn Q4 LGM01rs CGv9mR16 NGT 91RWN M Ti4 oETMS ME' Slondord 12 Psf Sill Optional 15 PSF Water Oar Adaptors uE T— srir<APINa M 4na IllPlionol) r I @- o Typical Elevation i19r PMT OF Th MPRavAL A LON P@MW MN/. 16fD IN Ef51G4 GE I mla FLUa at4Y. WIE18LL5 IxI..eur xm urmm ID s1EEwa.SsRExs. T1YT REWE9EKN9�OF TMME MW�M GM�� w1E16LL5 94LL. W.ET ME 01 Standard 12 Psf Sill IR Glazing at Insulated L rn;noled Optional 15 PSF Water Bar Adaptor coo nn, x ..m .im ma low O TIES a, ]q 4 AND AVAIIABLE WITH TIESE Ins,nllo6on Screws (Bete, to sfeet. sp.acin9 in(ormotion) rrtanunntvlun smN9I^BmW deFlvlio sn.. wm at r W-M-v Nag n W05-04 ,-, Bill of Materials ITEII PART / QUANTITY DESCRIPTION MATERIAL MANT./SUPPLIER REMARKS 1 M32O1NG AS REOD. WOOL PILE W CENTER SOFT SIN (GRAY) PILE ULTRAFAB/SCHLEGEL 2 CGI-612P AS REOD. PV G BUMPER GUIDE PVC PROTOTYPE PLASBC EXTRUSIONS WNRNUOUS AT INTERLOCK 3 4 5 6 0146-4 2 WEEP HOLE COVER NYLON GLASS BUILDERS PU IC COMI N/A N/A C3I-13M & 616C AS ROOD. GULNO VARIES CUSTOM CASING 1 COMPLETE SCREEN ALUM/MFSH I OR 2 1 OR 2 COMBRUTION EGRESS LOCK AND UFT/PULL ATT ED W/(2) e8 X 5/8' PH WS OPDONAL SHEEP LOCK & KEEPER (replOcrea item 6) ATTACHED W/(4) [6 X 5/8' M 9A5 ZINC 1 0 WOWS. 28' WIDE & SM4lER 2 0 WOWS. OVER 25' WIDE T 8 9 A3O7OO & CJOTOS ZINC ZINC TRUM HARDWARE OR EOUN. TRUTH HARDWARE OF EQUIV. 1 0 WOWS. 28' NOE & SMALLER 2 0 WOWS. OVER 28' WIDE 18-11-XX-100 L_GI-6_14C 1 OR 2 1 0 WOWS, 28- WOE & SMALLER 2 0 WOWS, OVER 28' WIDE 2 TIE DOWN BLOCK 2Wc CUSTOM CASTING__ VARIES _ 10 VMIES 2 2 &JAIJCES OBI OR SPIRAL) VARIES BOTH BAUNCES CAN BE USED 11 MI-61TP BNANCE COVER PVC PVC PVC PROTODFE PV C EXTRUSIONS PROTOTYPE PV C EXTRUSIONS PROTOTYPE PV C EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB LOCATED AT TOP OF JAMBS LOCATED AT TOP OF FIXED VENT 12 CGI-818P 2 VENT STOP 14 COI-613P 2 FIXED b SHIM 15 _ MI-619P CGI-822N 2 TOP WOE AT OPERABLE VENT NYLON CUSTOM CASTING CUSTOM CASTING 76 2 BDRON WIDE/CUP AT OPERABLE VENT MON IT C I-62OC MIN 2 CARRIER SYSIEM VEM MWSLY SCREWS ZINC CUSTOM CASING OPROWA - B CE ARACHES TO R 18 N/A 18 S/S _VARIES_ VARIES -- /IO X 1 1/4- PH 9 (2 PER COWER) 19 N/A 12 FRAME ASSEMBLY SCREWS _ S/S /1O % 1 1/A PH TJLS (2 POt comm) 20 CCI-3ON AS REOD. VINYL RULE PVC PROTOTYPE PU C EXTRUSIONS 21 VARIES AS READ. 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Flat Head Ullrac0o Or Sealant (IYP) -- __JEKwik— n(or equal) d ' y 1 x 4 9eveled P.T. Wood Buck Oka.) JB & JOT 11/4'1 IMPORIANT NOTE: Wood Bucks must sustain loads imposed by glazing system and transfer them to the building structure. Optional Non-bevded O Smlont Wood Buck (Forted) Optional P1e-Cast 50111�1O TYPICAL ANCHORS: at TLN, — sPAmlc n /a• DA 1N COBy 'Eddy (FI-11 K9. "IA R) 1 A. On, KILT KINK,CON fl (M161Her, "lel x9) INTO 2w man BUCKS OR WOOD STRUCTURES 1-t/Y MPt. PENETRAPON Iwo WOOD THRU IS, BUCKS WTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE OR i1LLFD BLOCKS 1-3/4' MN. EMBED INTO CONCRETE OR RULED BLOCK • c[ L - GCREWB (ePME s a61 M10 NW11-DADE COUNTV APPROVED MUILONS (MIN. THK. 1/By INN METAL STRUCTURES STEEL : 13 M WIN. (Fir - 38 HSI MIN ALUMINUM : 1/B' THK. WIN. (506 M Not (STEEL N CONTACT WRH ALUMINUM TO BE PIATED ON PKINIF➢) 1PYRIC,U]."GE DMINCE 110 CONCRETE AND MASONRY - 3-1/E MUN. NN WOOD STRUCTURE - 1• MIN. INN METAL S111uCNRE = 3/1_INN. wood AT NGa.. as —0 S's - MSS WN. CONCRETE AT NERD, 9LL OR A fe - =0 PSI MIn. C-90 iN£D BECtK AT J.WBS I'm = YDD] Pes MPL Values for InstolloVon Type "A• apply to the following installation types, with movimum shim space 1/4": 1- using toy P.T. wood bucks. in. 3/4• thick. 2- Directly into masonry, without the use of wood bucks. 3- Directly into a steel or aluminum structure Min. 1/8• thick and using #14 Take or Self drilling screws. Structure must be designed by others to sustain (tie loads imposed by the window. l.11I i 11kl.. 2015 �a Installation Type "B= / 2 e 4 Bevdea P.T. \Veda Buck B k ocd i .o tom (typ)— Vint Hcod (lyp) O 4. . Tieir opgnnal rre—cost sin JIS 234' 2 n 4 Beveled V.T. Wood Bock (lyp,) testae yotion Type "C" noeea oea penMroeoo o.ry a � t or x 4 .00a bocka tl ck Cai alanl (IYP) ..i / ee..•rere L Sealnnl -- 4' Dlo. Vlol Head (tv) B u Or Ullrpcon/Krik-Con sleners O E 1 z 9& 2 z 4 P.T. 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