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WS-16-570 (3) 12350 SW 132nd Court Customer Name: �t )s�Ai Ew.�cv.3 r gar S" +"t mcaa�vr Unit 104 Miami,Florida 33186 Cf��cdvc�)�iR-F.wGH r�-geo3.a3 Address: 1K Vj4 \fob (z1^ L 3313jr 305-781-3909 one number: (3 malt0guinnsons.com E-iNai�: Sasti.i 3'-ll��J co,M eFs�.r-c� Protection Type: ]Accordion ElPanel . Dawet c 1 k.50• _3 .._j.. ._ .. ........_ - i C%KS le law MAR.0 3 206 ... _ _ - -Miami'Shores Village _ APPFiOVtO DY DATE, . . . • '3.7,xS�0 , _.. ._. • . • . • .•..• • •, __..... ..__ . _t5.xz_b ... _ . . Z�tJING-DEPT :Ij 0 Aak ffA An p Y. BLDG DEPT E3, T TO CO1�iPl it1 ,F WITH 11__ 17 L •• • • • .-.•_. .� �: • • r;IP1 f t AM)CYlt!rl+Y(�{ API1)lTF C,12 T CIN LR ._.,. ._ �. � '... __ -. . .._ __ , te=a-i• •.� ,•�..-ri�_i�.,•� _. _ e MARIN RESIDENCE 150 NE 106 STREET 0000 WINDOW REPLACEMENT PERMIT LAYOUT OPENING SOHg8.ULE'••••' ....�. 12 OPENINGS (1-12) MRH = <15' " '• •••••• 0000.. 0000 0000.. •0000 WORST CASE SCENARIO :000. 00:000 0000.. 00 .. .. 00 0.00.0 • . . 0 . • 000660 OPENING • • . . # APPLICABLE NOA WIDTH HEIGHT DESIGN PM*JRE ZONE+••• 0 1 15-0406.10 37 50 +40.4/-54.1 5 2 15-0406.10 19 26 +40.4/-54.1 5 3 15-0406.10 27 50 +40.4/-54.1 5 4 15-0728.05 96 50 +40.4/-54.1 5 5 15-0728.05 74 50 +40.4/-54.1 5 6 15-0603.13 68 85 +40.4/-54.1 5 7 15-0728.05 74 50 +40.4/-54.1 5 8 15-0406.10 37 50 +40.4/-54.1. 5 9 15-0406.10 37 50 +40.41-54.1 5 10 15-0406.10 37 50 +40.41-54.1 5 11 15-0406.10 37 50 +40.41-54.1 5 12 15-0406.10 19 26 +40.4/-54.1 5 • U� _ - ENGINEERING, : . Kd_ .85 : 2100 W 70 Street, .Hialeah, Florida 33016 LORIDA BULDING CODE, 2014 Robert S. Monsour, P.E. FI # 119 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 !4PH WIND ZONE Interior&Exterior Zones (445 -Walls . sdw assures ••• •••• .. Exposure C For the . .175 m h Wind Zone CA . . •, Effective Wind Area or, Tri UtaryArea in ce Feet Height 1 ) 20 3Q 40 _ .080% 00060 (MapMwm 0.95 0.92 0.89 Dodd **U86 ... 1 40.4 •38.5 37.5 36.7 .2540 : '.. 7 . ... 40.8 39.7 38.9 :3%ft 87.8 • 25 .44.6 42.6 41.5 40.6 40, :..8$,4 • '•!' • 30 46.5 . 44.4 432 42.3 040-7. ..x,,1.1 ••• 40 49.4 .47.2 45.9 44.9 .44.2 i-49.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 nterior Zone (4 Walls) Negative Pressures ExMsure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in S • eat Height 10 20 30 40. 50 60 Maximum -1.1p -1.05 -1.02 -0.99 -0.98 -0.96 15 -42.0 -40.2 -39.6 -39.1 . 20 -46.4 -44 .-43.3 -42.5 -41.9 -41.47 25 -48.4 4 -45.2 -44.4 -43.8 -43,2 30 -48.4 -47.2 -46.3 45.6 -45.1 . 40 -53.6 -51.4 - 1 . -49.1 -48.4 -47.8 0 -56.2 -53.8 -52.5 -51,5 -50.7 -50.1 60 -58.2 -55.8 -54.4 - -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Td utarry Area in Square Feet Height .1 20 ' 30- 40 50 60 Maxi um 0 -1.29 -1.23 -1.19 -1.15 -1.13 -54.1 -5014 -48.3 -46.8 -45.6 -44.7. 2 - =53.4 -51.1 -49.5 -48.3 47.3 ` 25 -59.8 -55:8 -53. -51.7 -50.4 -49.4• , 30 -62.3 -58.1 -55.7 '-53.9 -52.6 . '-51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 -- 50_ 50 -69.3 -64.7 -61.9 -60.0 -58.5 60 -71.9 -67.0 -6.4.2 -62.2 -60.6 Length of End Zone (a): 10% of least horizontal dimension or.4 h, whichever is sbuff not less•than 4°10 of least horizontal dimension or 3 ft. (h = mean roof height INOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT a. r MIAMI• MIAMI DADS COU1vW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strecl,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)115-219( F �%-2599 NOTIC '+ ANCE UA w �l►iainldad .govie:Qnomv • Eco Window Systems,LLC .. .. ....:. 9114 NW 106 Street •••••• Medley,FL 33178 • .... .... ..... This NOA is being issued under the applicable rules and regulations governing•0e.gate of E94194 Action•..•.• materials. The documentation submitted has been reviewed and accepted by Mi:Dade County RER .• Product Control Section to be used in Miami-Dade County and other areas where allowed by J1 Abt verity.•••:• Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade lUouiity Protltttt Cgpntrol:•0 0• Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reseAS th8 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 DESCRIPTION: eries"Eca-Guard S00"Outswing Aluminum Casement Window-L.M.I. APPROVAL DO ra - t e um. Outswing Casement Wdw. (L.M.I.r, sheets 1 through 6 of 6, dated 42/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING Large and Sma�a:bel le Impact Resistant LABELING: Each unit shall b permanentith the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA.is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA t evises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages &I and t-2,as well as approval document mentioned above. The submitted documentation wasrevie ed by Manuel Perez,P.E. NOA No.15.0406.10 MWNf•DADL=COut� Expiration Date: May 19,M1 }� f f! Approval Date: July 02,2015 . .r. r a ' Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS ' ' • 1. Manufacturer's die drawings and sections. •••••• •• •• ...... (Submitted under NOA No.11-0309.06) • 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casehi t,Vdw-**'j i.I.)"„�•�•� sheets 1 through 6 of 6, dated 02/23/11, with revision E dated-@JA33/15, Rmepar$d 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 TAS X02-94 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 a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151,dated 12/29/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.-11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th. Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. lWami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Batacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. �'ff?&,0 area,P.E. Product CVntroE NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . . .... ...... F. STAT NTS .' Statement letter of conformance, complying with FBC-5o' Edi• (V.-Z014),1&(r bf no•• •�• financial interest,dated March 17, 2015, issued by Al-Farooq G:q oJratton, signed and:* 2. Laboratory compliance letter for Test Reports No.HETI-10-316Q�a ..:..' HETI-10-3151,issued by Hurricane Engineering and Testing,ft.,*dated 1 NIWO,all••••;• signed and sealed by Candido F.Font,P.E. """ • . . . . ...... (Submitted under NOA No..11-0309.06) ;••••• • . ...... G. OTHERS •• • 1. Notice of Acceptance No. 13.0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. AI Manuel P , .E. NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 4 Y CO—GUARD SERIES-500 i vIN>mw•Wronl {�V In ALUMINUM OUTSWING CASEMENT WINDO�Y rB vENr WNDTH Z � COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER 203/8- WINDOW 9 3 8• WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FALSE / MIAMI-DADE COUNTY APPROVED MULLIONS BV BETWEEN. (SUtB�AP ) DL OPG. F G LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL u D a ggq o WILL APPLY TO ENTIRE SYSTEM. 2 p u aG THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(MIZ). ii �Qc LOADS TO THE STRUCTURE. ___71 << ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS C -= EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3 ii 3 LL 1 ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETNLS ARE / _n T s NOT PART OF THIS APPROVAL c3��+ x===_gf A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. iIi ALL SHIMS TO HE HIGH IMPACT,NON METALUC AND NON-COMPRESSIBLE. i o _�y lvi MATERIALS INCLUDING 8UT NOT LIMITED TO STSAL SCREWS,THAT COME INTO CONTACT WITH OTHER ONSSIMLAR MA SHALL MELT THE \vl II OU REMENTS OF THE FLORIDA BUILDING CODE. 6 u \ THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. 2 II \ SHUTTERS ARE NOT REQUIRED. � POINT LOCK z /2' 3 tO MAX. 7'MAX. L OCIQNG Poem � 0 O M a MAXIMUM DESIGN LOAD RATING -+ 70.0 PSF s cm/SIU sEE CHART. Z 3 (wR smEs sHwrN as SMALLER) — 75.0 PSF WOW.11EN F 3 z TYPICAL ELEVATION LIM AT SASH 8 U t 38-3 3 1/8'TEMP.GLASS 50 -5 5 O 3/8'AIR SPADE 78' 8 HEAT STRB' 'MASS 1/8'HEAT 571iENb.GLASS 3/18"HEAT S REWO.CLASS DuPont Bu aHe PVB �DuPontM&�Wdte PVH DuPont Modbe PV8 y wtaftplod" c $ I3 By'Kumray America. By'Kmm America.Inc.' By'K—Gy Amedm.mc.* W:�WtWIEC No 06.-10 � '�.O 8 8 1/8'HEAT STREWD.GLASS 1/8'HEAT STREN'D. (LASS 3/18'HEAT SIREN'D.GLASSD�SILICONE SILICONE SILICONEDOW CORNING 899 DOW CORNING 898 DOW CO 9IS•SHEET ARE 3 9 m" 9 `0 •• •f3ASEd 4ON•ASIFM 01300-609 (3 SEC. GUSTS) `g N �i •• ••rEL% T �i�ISSION <m u o m • E T 5—DEC-219 Ea .JAYAO AHWO ,L n ac CML gffi 52 RA PE 712 • •• • • • it 19 AT 1/e POINTS • • • • • • • • • yp � 21 ALL SGEES • • •qJ • • • • • $ d SEITMIG BLOCKS AT MSUL.LAM.GLASS •• • • • • • • _ o. GLASS TYPE 'A' DLASS TYPE 'AA' TO CLEAR BLOCKS NOTCH GLAZ=BEADLEG • • • • • • • drawing 5 cLAss TYPE 's' • • • 000 • W 11-05 GLAZING OPTIONS 3 2015 sheet 1 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE ow. TYPI .ANCIWRS (, 8 SEE ELEv. ter ' ,...d a.e' e d v a a:4•."a.:'\yB iI a ;'a wow OXXSPCMAL -------------------- EDGE —EW-- ON—&&——--- — APPRO ED i -----------------l I� �EVDIST.a° DISI. MU"ANCHORS IjSEPARATE NOA �DST. I --__--_FOR \ c F0� � m o 732e IC A \N !_ W t i �QQ 2 Iv TYPICAL ANCHORS ± TYPICN.ANCMINtS L' 8 SEE FOR SPACINGSEE ELEV. (� Fa[2 SPACDIG ZiA T PIC L ANCHOR.: SEE ELEV.FOR SPACING = ti N WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. DIA. ULTRACON BY 'ELCO' J I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (Fwtn M fi 185 W J AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) w 1-1/4" MIN=EM4= MASONRY MASONRY (JAMBSDIRECTLY INYis7 1-1/4' MDVETE (HEAD=..) 1-1/4" MINOR MASONZ 3tJi W #14 SMS OR SELF DRILLING SC=REWS (GRADE 2 CRS) INTO METAL STRUCTURES U�8 STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN. rn Ld z;. ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLDVG SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) 5 t3 ZINTO =CONCRETE =AND SONRY�2-1/eMIN. m tsY 2 t WOOD MUCK INTO METAL STRUCTURE = 3/4' MIN. B t 8 WOOD AT'AT. G.I�.00R �.56 c a 10 t ' CONCRETE NOOK OMHO R OCCMU J�fin =2000 PSI MIN. � o0 CrAL s ?, 'a,_ �•.' FIA i 70592 33 ..._e.. . '.a '•a a a ..i < vro. :o• v .4: .•; .PRODUCFRBVI$BD • • • • • • • • • . n ... ,'_• � ' �z TYPICJa.ANCHINiS tl�icnt.ANCHORS•g��g • • • • • • .. ,a SEE ELEV. •' SEE ELEV. App !1 • • • • • • drawing no. FOR SPACING FOR SPACING D8fi • • ••• • Eoc�olsr. EDGE DW. N 2 Nib V1111-05 sheat 2 of 8 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• 0 0 • 000 0 0 1 /4,MAX 4_L� 1/4r wx SHINS 1/4'MM SHIm CD) WOOD BUCK rSim 784 R2 d TYPICAL.ANCHORS XE w 8 •' SEE SPACING CY' TYPICAL ANCHORS -----—---SCIBiEN OPT. -••-- ----------- o FOR SPACING S£E ELEYFOR /4 8 EXTERIOR ' TYPICAL ANCHORS 8 NEPAL D.4�G. FOR SPACING STRUCTURE VENT WIDTH a J J .J I WINDOW WIDTH N MIAMI-OADE COUNTY QOM 0 1 QED NE NOA Z tL yR IYPiCAI.ANCHORS �{ SEE ELEV.FOR SPACING O Q O I �I L---' m WMOOW�T" WOW WIDTH •• ••• • • • • • • &R- • • 1100 • • • • • 001, • • •• • • • • • <m o ur • •• • • • • ••• • •• ••• •• • • •aft •• Fso� AHNAD � •� fm K f 70M ravmw • •• • • k • • • • • • 000 • • • .ti • • • • • Y i• •• • i •• • 0 droaing no. nDo /Lvt2 •• • ••• • W11-05 J 32015 • sheet 3 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �+ 6 • EDGE DIST. EDGE DIST. METAL ------------- r�=== -- ------------- —;� TYPICAL ANCHORS STRUCTURE I MWA-DARE COUNTY APPRWFD t t Wv, ELEV.FOR SPACINGI MULULUON&MLION ANCHORS SEE SEPARATE NOA E DGE•. GIST. IL D. I TS I 75 y t O n ALT. e TYPICAL ANCHORS ` TYPICAL ANCHORS SEE ELFV. SEE ELEV. FOR SPACING FOR SPACING J J � u; s � � X 00 1/4•MAX. 5 3 SHIMS tS ALT. 8S U S TYPICAL ANCHORS � W rn Z SEE ELEV.FOR SPACING •� ° d O TYPICAL ANCHORS SEE EM.FOR SPACING ° YY • .d (M1VYwa\W�eiow 8 8 i Z ..° 89wmpt�In9witLtYmTMNda © .. AZA • • K R o ALT. q� •• • •• a momm 158 ••• ••• ••• ••• • • ••• . tiAS INSTALLATION DETAILS MM FLUSH FRAME ADAPTER r,+e� . AD rauD o ctA g .• • ••• • W11-05 EDCE DIST. sheet ;of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y t •�•----2.750 mm PART 8 mummom MATE2UAI. MANP./BOPPIJRR/ 1 ESOIo< 4 FRAM HE Q/SILL/JAMB 8083-TB - .500 2 4 VENT 6063-TB 1 1.330 3 moo AS REQ=. OLAt:p70 11M(3/16"IA4.OLA" BOBJ T8 .062 1805 AS NEW. CAZDRI BEAD"A-IAM.GLASS) p i$@p 38 M09 AS REIN. GLAZING BEAD(7/18•LAM.CIA". ) 6063 TB - Al 111111 4 E508 AS REQC. SNUBBER-VENT.FULL LENGTH 6063-76 - NNN A78 2.821 4A E809 AS REOD. SNUBBER-FRAME.FULL LENGTH 8083-TB - A �j 1.893 S ES08 OPIDNAL SCREEN FRAM 8083-78 - S 7 #10 X 1-1/4'• AS REQO. FRAM AND VENT ASSEMBLY SCREWS H WH SMS Q 8 1303 AS T$KS. BULB WFATFRR5TRIPP ,OUROMEIER 65 SANTOPRENE OLTRAFAB R. 9 EM3 AS READ. GLAZING HEAD BULB,DUROMETER 68 SANTOPRENE ULTRAFAB tY 10 38.12.00.400 2/VENT 4 BAR HINOL AT TOP AND BOTTOM STEEL iinK INSTALLED WITH(2)#10 X 51W SOS a Q O FRAME HEAD/SB.L/JAMB 11 13096M 1 MIAn POW LOCK SYSTEM ZAMAK no" q=� 12 - 6/VENT KEEPER SIEEI - 2.354 13 - 1/VENT ROTO OPERATOR ZAMAK/STL, TRUTH _ 14 PW40-SS 2/CORNER FRAM/VENT CORNER KEY ST.STEEL 1 15 FY120 AS REOM FLUSH FRAM AMMER 6063-76 OPTIONAL �a{ 2.888 16 - 3 AM SAG SKATE NYLON W M PLASM .082 17 910 X 1-1/4' 2/SKATE FH SDS SKATE BREWS - - 18 SB X 3/4' AS NEW FN SNS SAIBBER SCREWS - IN PAID 2"APART.PAIRS SPACED AT 7-3/4'O.C. 2094 .372 .800 789 - 2/UIE SiiTANO BLOCK,3/18'X 3/4'X 4'L�10 EPdI GLIRQMKEN 6Otg SKIK A J U .082 2.813 �, 21 -SO = GL153 SPACER- 1/8'10GLf T.STEEL FRANK LOWE .886 2.811 21 D45IA..GLASS EDGE SPACER ST.SfEEI. CARDOW.XL T• � .719 ;=�4 seo &�LSH FRAME ADAPTER ALT. JOINTS AND FRAME CONNEC110NS S 1se2� 1750 SCHNEE-MOREHEAD SM5504 SEAM SEALER. METER CAULKING SICAFLEX 15LM ON EXTERIOR ONL coj°n0 ® VENT a93 LOCKS: Z 3 1O .519 t.7S0 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' i AT FRAME JAMB §x LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) 010 X 5/8" SMS. ?S g r�3 .493 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES rn #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. 1.047 EACH GUIDE FASTENED WITH (2) /10 X 1" P PH SMS fa CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT G BEAD (5/16" IAM. GLASS) EACH FASTENED WITH (2) f10 X 15/8" P FH SMS 245 SEE CHART ON SHEET 1 FOR OU(1NTITIES v R -1 .t3D GES; �� •@� 8G3 046 �•tao 4 BAR ST/ST HINGES X35.12.00.400 BY 'TRUTH' PACIR81t198D q `�— —T LOCATED AT TOP AND BOTTOM CORNERS asoavvbft•ibONRai A I�t.256� FASTENED WITH (2) X10 X 5/8' P PH SELF DRILLING SCREWS 15-0-•06.-0 B t.tn OPERATOR: •• •• �o•• • •v • s ®GLAZING {INSUL .GLASS) SSNUBBER - FRAME SINGLE ARM RDTO OPERATOR #52.13.012 BY 'TRUTH' •• • • • • • i •• <m v o m LOCATED AT SILL END • • • • • • • 1 FASTENED WITH (6) (10 X 1" P PH SMS •• ••• •• • • • •• 245 OPERATOR TRACK #30175 AT BOTTOM RAIL rigr.JAVAD 1 FASTENED WITH (2) X10 X 1" P PH SMS FLA E1 70502 g .803 .050 .780 .120 • •• 'CAN. • • • k ANTI-SAG SKATES • • • • • • • • • • •��, VINYL ANTI-SAG SKATES 8Y 'M&M PLASTICS' •• • • • • • • 1.047 (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS ••• •• •• •• ••• droving Ro. (1) AT BOTTOM RAIL AT 4" FROM LOCK S71LE qK�r W11-05 3QB G BEAD(7/16" LAM. GLASS) ® SNUBBER -VENT EACH FASTENED WITH (2) X10 X 1-1/4" P FH SDS. Ju� J'LU1J 8lteet 5 of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o 14 8 14 / 81 .h I � I I I I w I• o�m Mze z �7S IOU it:d �S Wo�Se VENT CORNER I FRAME CORNER Ii .bj .• ••• • • • • • •• OA"m9 • i • • • • • • • o S"d 8 • • •• • • • • • o<m v o w •' M ARM CNM PRODUCT MM KC40, /1w w•rM • . . . • •• . . • i .' drawing no. 2015 ••• • W11-05 sne•t 6 o1 6 ... . . . . ..• . . •.• • . . . . . . . . . . MIAMI- MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2390 F(786)315-2599 CCEPTANCE 4A www.mlamidede.sov/eeoaomv Eco Window Systems, C **66 . . .... ...... 9114 NW 106 Street • • Medley,FL 33178 *00:00 •*0•�� SCOPE: 000000 • • • This NOA is being issued under the applicable kules and regulations governinF•titia.use of oQuatructiolt••••; materials. The documentation submitted has been reviewed and accepted by MnatnWade CCoun6j6 kER *0:00. Product Control Section to be used in Miami Dade County and other areas where 14a%gd by the 4it#hority:••••:•• Having Jurisdiction(AHJ). *` 00 so *0 0 • This NOA shall not be valid after the expiration date stated below.The Miami-Dadd M%ty Produdt Control •, Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dads:Co only)re &e right•••' to have this product or material tested for quality assurance purposes. If this pk4v�qor mallrill fails 40#00:S perform in the accepted manner,the manufacturer will incur the expense of such testing and tj;C4J 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 th High Veloci H DESCRIPTION: eries"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DO T:Drawing No.W0 ,tie o oliin Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02124/09,with revision E dated 07/15/15,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. NUSSILE,IMPACT RATING: rge and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the•product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors•and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0317.01 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.15-0728.05 CMW*==ECNTY Expiratlon Date: May 27,2019 Lyi pproval Date: September 03,2015 t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. ."". (Submitted under NOA#09-0312.08) `•" "`••` 2. Drawing No W09-12,titled"Eco-Guard Series-200 Alum.How UlingQvjti .••�0• (L.M.I.)",sheets 1 through 7 of 7,dated 02/24/09,with revisiowl4i ted 07/15115, :•0.0 prepared by Al-Farooq Corporation,signed and sealed by JavapAltad,PSE?••0 • 6666 6666 6666. 6666.• . . 0.:.00 B. TESTS 000000 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading a FBC,TAS 20 ••• 2 94 ,o • 2)Large Missile Impact Test per FBC,TAS 281..:�,h :*00:0 •••••• 3)Cyclic Wind Pressure Loading per FBC,US 20394 • ;6006; 4)Forced Entry Test,per FBC 2411.3.2.1,and*fAS*202-94':0. • along with marked up drawings and installation diagram of an aluminum sir e glhung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA#14-03.17.01) 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)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test ReportNo.HETI-08-2226B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#04 0312.08) Manue erc ,�0)5 Product Con NOA No. -0'1 Expiration Date: May 27,2019 Approval Date: September 03,20X5 • E-1 ,. Eco Window Svstems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowwuED) 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)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) b. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Tes&g,hM,Xest Report No.HETI-08-2229,dated 01/15/09 signed and sealed dido Y.Font •• P.E. 90090. 00 .9 0900.0 (Submitted under NOA#09-0312.08) 0000000 0000.. • 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20?� 0• 0 • 2)Cyclic Wind Pressure Loading per FBC,TAS A3-94 "" ": �..� 0000. along with marked-up drawings and installation diagram.of a.. x uminkn0; 0 0• horizontal sliding window,prepared by Hurricane EngineerirV&.Testing,Ine.,Test Report No.HETI-08-2230A,dated 01/15/09, signed and sealtid byCandito0V+Font,•••• • P.E. . . 9 0000.. (Submitted under NOA#09-03I2.08) 0 0 0 . 0 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230B,dated 01/15/09,signed and sealed by Candida F.Font, P.E. (Submitted under NOA#09 0312.08) Manuel P P.E. Pr NOA No.15- 728.05 Eapiratlon Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5a' Edition(2014),dated 07/08/15,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. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. 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. F. STATEME 1. tatement letter of conformance,complying with FBC 5t"Edition(2014),and of no financial interest Jul 8 20 sealed b Javad Ahma P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01,issued to Eco Window§ysVms,LYC*for their' Series"Eco-Guard 200"Aluminum Horizontal Rolling Window%wX.M.I.'°,aptoved,...;, on 04/10/14 and expiring on 05/27/14. 0000.. 0000.. 0000 0000 . . 0000 0000 0000. 00 00 00 .. 00.0.0 0000.. 0000.. . . 00.60. .. 0000 Manuel a z,P.E. P r finer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 72' iti' 21 STILE ENDS IV.WINDOW WIDTH WINDOW WIDTH ((4 =FOR V SIILB AND LOADS HARKED WITH ON SHEET 2 ONLY 1 3 1/2'MAX. 3 1/2•MAX. HFJ1D � Z HEAD/SIL s• HEAD 0 0017�� Y3 ITT 11=oll B V � p,E•�� 31 1/4' 32 3/4' {�� 32,3/4- 32 3/4' If MAY BE USED D.L.Ot+lt. D.L.OPO. .MAY BE DL OPD. DL OPO. 38 3/B' 36 ECO-GUARD -200 VENT WITH VENT W= � TYPICAL ELEVATIONS ORI LOAD RATINGS FOR THESE WINDOWS TO BE AS PER mo CHARTS SHOWN ON SHEETS 2 Z THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE F z SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL.MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R.OR HORIZONTAL ROLLING WITH OTHER Lt EXTERIOR PLY OF CLASS TYPE 'C' MUST BE TEMPERED. MOM TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL o 1/$'HEAT SIREFN'D.GLASS WILL APPLY TO ENTIRE SYSTEM. 5/18'NR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/B'HEAT SRiOM CLASS 1/8"HEAT wm D.GRASS 1/B'HEAT STREN'D.GLASS REQU REMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HUa0ICANE ZONE(HIM. o 3 Slt Rots Bf OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER BY'Kurorry Ute' BI 'Kerney Amerlw,Ntto.' LOADS TO THE STRUCTURE R 8 By'Kwaroy Atnerlae.Ino.' p$ 1/4'HEAT GLASS 1/ILO'HEAT SIRENb GLASS 1/B'HEAT STREWD.GLASS ATO MATE BE�BEYONNDD WALL ON SNC ORORS STTUCCO. $ $ SLtCONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE OOW m DOW COWMG SSS EDGE SPACER NOT PART OF TTNB APPROVAL QE SCS GE SCS 2000•• • • • • 01 STEEL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • •• • SIUCO ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPRESSIBLE. • • • <e�oeu b m • • • • MATERIALS INCLUDING BUT NOT LIMITED TO�TAL SCREWS„THAT •• ••� • eI COME INTO CONThCT wrtH OTHER I>RSIMKAR Mn SHAH.MEET THE a w m 1i i REQUIREMENTS OF THE FLORIDA BUILDING CODE u i Eta a mom=mwaw tQowim � i • • • • M adfCAM Code AT 1/4 POINTS LITE& AT Po1MTS oM Urm• • • • AT • SETTING BLOW AT By WIDER THAN ONLY THAN to ONLY• ••• • ARf. • LAM.GLASS AND OWL LAM.OIASS dmwhv no. GLASS TYPE 'A' GLASS TYPE 'C' NOTCH GILAM BEAD TEG TO CLEAR BLOOM 2015 W09-12 see GLAZII�TG OPTIOI3S sheet of • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • DMIGN LOAD CAPACITY-PSF(310,OX OR XX SIM) DESIGN LOAD CAPACITY- PSF(XOX SIM) DESIGN LOAD CAPACITY - PSF(XOX 812X8) ��Y �t W/O ow. W M RSINF. W/O H=F. VITH mm. w/o um. RfM EBDIT. 1 Cuss TYPE LASS TYPE GLASS TYPE ausm TM OLA98 TYPE aLABS TYPE SLABS TYPE" GLA88 TYPE aim TYPE WDD10W DIMS. A 'A' '8' 'C' WINDOW DONS. A 'A' 'E' 'C DOD Dnts. A 'A' Y 'C Z VAOTH HEIGHT EXT.(+) W.(-) EXL(+) OR•(-) EXfd+) INT-(-) YADTH NEIGfff EXL(+) ML(-) EXL(+) INT.(-) EXY.(+) OR.(-) HEIt7R EXI.(+) u�ll•(-) EXf.(+) W." EXT(+) IM(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70A 80.0 74" 066• 9 70.0 130.0 80.0 90.0 70.0 80.0 74 �, 9 70.0 $0.0 80.0 90.0 70.0 80.0 37" 28" 4 70.0 80.0 8" 90.0 70.0 80.0 100-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1 • (3) 12 70.0 80.0 80.0 =0 70.0 a0A 53-1/B" (3) a 7060 804 80.0 90A 70A W.0 111• 12 70.0 S.0 80.0 90.0 70.0 804 111• 12 70.0 $0.0 80.0 90.0 70.0 80.0 74" 8 70.0 50.0 80A 904 70.0 80.0 74" J8-3/8" 9 70.0 80.0 B0.0 00.0 70.0 80.0 74" �. 9 70.0 80.0 80.0 90.0 70.0 a0. 28-1/2" 4 70.0 80.0 80.0 904 70.0 80.0 108-1/4• (4) 12 70.0 80.0 130.0 90.0 70A 80.0 108-1/4• 12 - - 80.0 90.0 70.0 .0 y 37• 38-3/8• 4 70.0 80.0 80.0 904 70.0 80.0 111• 12 70.0 MA 80.0 90.0 70.0 80.0 111• 12 - - &IA 90.0 7 80.0 t` 83-1/6• (4) 6 70.0 no au no 70.0 SLLO 74• r12 70.0 80A 80.0 90.0 70.0 60.0 706• 50-8/ 444 Sfl-8/a• 9 Tao BOA 80A 90.0 Bao Ii g 74• a 70.0 80A 80.0 9060 70A 80.0 1o8-1/a• (3) 7ao 130.0 130.0 90.0 706.0 �.0 (83 28-1/2• 4 70.0 80A BOA 90A 70.0 80.0 111• 70.0 80.0 $OA 90.0 70.0 80.0 74• 63' 'a 70.0 70.0 80.0 .0 70A 80.0 37• 80-8/8' 4 70.0 BOA 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (a) 3 53-1/13• (5) 8 70.0 80.0 80.0 90.0 70.0 80.0 108-1/4• - 12 70.0 70.0 80.0 82.6 70.0 60.0 M' 9 70.0 80A 0 90.0 70A 80.0 74• 8 70.0 80.0 80.0 80.0 70.0 80.0 111• 12 70.0 70.0 80.0 80.4 70.0 80.0 84• 24• 9 90.0 no 904 70A 80.0 26-1/2• 4 70.0 8060 80.0 90A 704 W.0 72• 9 MA 80.0 80.0 90.0 70.0 $0.0 96• (3) 12 70 80A 90.0 70.0 Sao 37" 4 SU 77.5 80.0 K0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 804 108• 12 70i mo 80.0 90.0 7060 s0A _ 53-1/8• (6) 6 70.0 70.0 80A 90A 70.0 60A 98" (3) 12 70.0 SOA 80.0 90.0 70.0 80.0 M• 9 .0 60.0 90.0 70.0 80.0 V 74• 8 70.0 70.0 80A 8064 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 au 64 38• 9 0 0 BOA 90.0 70.0 80.0 24• 4 70A a" n.0 90.0 70.0 80.0 72" 9 70.0 80.0 MO 90.0 70.0 SOA 99• (4) 1 70.0 80 80.0 90.0 70.0 80.0 38• 4 70.0 80.0 80.0 90A 70.0 80A 84' 38" 9 70.0 80.0 80.0 MO 70.0 80.0 108" - - 80A 90.0 70A 80.0 48• (3) 6 70.0 80.0 80.0 90A 70.0 BOA 98" (4) 12 70.0 =0 80.0 90.0 70.0 80.0 M" 9 70.0 80.0 A 90.0 70.0 80A g 80" 8 70.0 BOA MO 90.0 70.0 80A 108" 12 70.0 80.0 80.0 90.0 70A BOA 84" ) 9 70.0 70.0 60. 90.0 70A 90.0 72• 8 70.0 8oA 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 SOX 70.0 eoA 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 w r 24• 4 70.0 80A 80.0 90.0 70A BOA 134• 48' 9 70.0 80.0 80.0 80.0 70.0 BOA M• 80' O0 36" 4 70.0 80.0 Bao 90.0 70.0 80.0 96" ta) 12 VA Bao 80.0 90.0 70.0 80.0 (6) 9 70.0 Tao 80.0 70.0 �.0 g n 48` 38" 6 70.0 80.0 80.0 90.0 704 80.0 ice" to 70.0 804 no 9060 70.0 80.0 A Cum p" (4) 8 70.0 80.0 BOA 9060 70A 80.0 M• 9 70.0 70.0 80.0 90A 70.0 80.0 A=NO.OF ANCHORS PER HEAD &SILL ,,,}}},,, 0 M" a 70.0 80A 80.0 90.0 70.0 80.0 64' eC 9 "A 80.0 =0 70.0 80A () ' N0.OF ANCHORS PER JAMD Z�� 24" 4 70A 80.0 SOA 90.0 70.0 80.0 9 (a) 12 70.0 70.0 80.0 90b 70.0 130.0 3 Z q0 36" 4 70.0 S0.0 am Mo "A 80.0 12 7o.0 som a7.6 70.0 80.0 48" w 6 70.0 no BOA 90.0 70A WA A- NO. OF ANCHORS PER HEAD&SILL 80" 6 7060 80.0 80.0 90.0 70.0 BOA () NO. OF ANCHORS PER JAMS O (1/49) (1/29) (1/49) M" 8 70.0 Bao BOA 90.0 70.0 mo t MAX•LOAD FOR THESE SIZES IS -90.0 PSF 24• 4 70.0 80.0 80.0 904 70A 80.0 WIDE(4)ANCHORS AT MM STILE ENDS 38• 4 70.0 80.0 80.0 80.0 704 BOA Si 48• (6 6 70.0 70.0 &LO 90.0 70.0 8" }p s0' 8 80.0 90A 70A SCA (1/30 (1/311) M• 8 70.0 70.0 80.0 87A 70.0 WA t' I3 A- NO. OF ANC &SILL OPERATMG VENTS TO BE 1/4 THE WINDOW WIDTH ()- NO.OF ANCHORS PER JAMB $ t till �• LOAD FOR THESE SIZES IS -90.0 PSF 'XOX' WITH (4)ANCHORS AT MTG.S U ENDS a a a o •• •• • NOTE: o•C WWATMG WNW TO Bi 1,N OF THE WINDOW WIDTH •NE '- I •• • • • • • GLASS CAPACITIES ON THIS SHEET ARE $-o'o*6 • •• • • • ••• • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • •'XOX'• AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 i 1 PRODUCTRUMED CmL • aecenhdYN8e6•Fhddt ' 0 RIGHT VENTS TO BE OF EQUAL GLASS WIDTHS 0 0 :ALL EXLER1bR=+X LOAD: S4(OLUN,*ON THIS SHEET ARE 9uI q Cob No •• sFOR•WINBOWS•WNH•ADD*ON 4219ER AT FRAME SILL 0 20 ••• VOR STL)•SILL JO R&S UTvWT•EXT.(+) LOADS TO 67.0 PSF dro1Mt19 "O• SEE SHEET 3 FOR DETAIL.OV OV WO9-1 Z sheet 2 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TIM SEE EL ANCHORS �y.y taY FOR ELEV. DIST. WOOD SUCK METAL 4STRUCTURE • •s e " 4 .: •a '-'0 ..EDGS.DIST:. .. EDGE DIST _ MINA-OADE COUNTY MULLION APPROVED d. a. SEE SEPARAMULLION&TE NOA EDGE DIST. I F to �_ VFW SEE Em. Em. VSEE ELEV. RS TYPICAL ANCHORS TYPICAL ANCHORS FOR SPACNO FOR SPACMLL�I M WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. A U 0 : WE&PHOLES: 'TYPICAL ANCHORS: SEE ELEv.FOR sPAcmO to Wt = 3/8' X 2-1/4'WEEPHOLES AT EACH ENO (Flrotn KSI,FY-155 KSI) 0 AND 37' O.C. MAX. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 0 SEALANT': 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) � �o ALL JOINTS AND FRAME CONNECTIONS SEALED THRU IBY BUCKS INTO CONIC. OR MASONRY oM c JOINT SEALER. 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1 4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) OZ'3cd DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) O aQ 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) W�� SIMS OR SELF DRILLING SCM (GRADE 2 CRS INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') INTO METAL STRUCTURES STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) 9 ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) c 14 18 i8 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANITED) 8 T' TYPICAL EDGE DISTANCE $ ¢ INTO CONCRETE AND MASONRY = 2-1/2' MIN. EL =2 t4 N O 6 1 INTO METAL STRUCTURE = 3/4' MIN. m B t3 10��°� •• ••• • • • • •• �o c 0^��^' g• • • • • • • • WOOD AT HEAD.SILL OR JAMBS SO 85 MIN.ti 0a S S i#S 3 �`•• •• ••• • • • • j CONCRETE AT HEAD.50.1 OR JAMBS f o - 3000 PSI MIR. g a m c u • • • • • • A " C-90 HOLLOW/F LLED NORMAL WVQHr CTU AT JAMBS Ym=2000 P51 MIN. y _ AHMAD PRODUCTRBVI� .e nA. E%70M _ ••• _ _ `3538 � �Mplod"� � g i .. e ♦ .• .. _ ••� • +•4'• +1. ••v '�• • �. AampteacaTb( )S' 1 0201, t TYPICAL ANCHORS • •• :.•'• •I • !y�—em-x'' ANCHORS Dy .° ..••e. ,6 a SEE ELEV. •• • •'gyp • • E ELEV. dra•ing no. FOR SPACING FOR SPACING W09-12 EDGE DIST. _1 EDGE DIST. Sheat 3 of 7 ••• • • • • • • • • • • • • • •• •• ••• •••• ••• •• ••• • • • 1/4"MAX, SH4iS q� N SHIM C © b ..`s tsy WOOD MILKS 2 8 0 TM1hCAL SPACING FOR O 1 :I lf4" SCREENawn-!_ ... .._. a O 4 STI2:l.REIFORC }} 1 Y tyy� STRUCFURE SEE SHEET 2 FOR CAPACI}Y ° R{ XO LAYOUT el U t/4 /4"wtX VENT WIDTH VENT WIDTH sHBCS SH41 D.4 OPG. D.L.OPO. ByN } v. TYPICAL SEE ELEV. ro 'm 17 1 1j4* -1CREEN OF. 2 Ob � tit W'd F 0 (� 8 17 8 O 4 11 1 D1.OYC. SMM MINFORCM r EXTERIOR WAP TimSEE SHEET 2 FOR CAPACITY d �����t TYPICAL ANCHO .XOX LAYOUT $ �ELEV. lip MLW- S APPROVED MULLION TYPIGd.ANCHORS SEE SEPMATE NOA .FOR SPACING so •$"�aa • • • • • • Sssds PRMUCT RE%%-= ^ '� RA.PEp • • • CAN.'JS38 EGv7dbyCodp .gg� • �___-�__ t• AaeptaotaLIM 3 $ • • • • • • • J 215 Ry aro•ing Pro. •• ••• ••• • W09-12 WDOI WN1H WwDOW WITH sheet 4 of 7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • EDGE DIST. STRUCTURE TYPMAL ANCHORS EDGE SEE ELEV. DIST. MUUJ RADE COUNTYAPPROVED uEE SE &MULUON Ow ANCHORS FOR SPACING SEE SEPARATE NMa n" ,a\ 1 .•a. EDGE DIST.— ALT. IST.ALT. TYPICAL �dspd SEE ELEV. ORS TYPICAL S EEEV�HORS yt, id FOR SPACING OR SPACING ,[ J N W n t/ OZa! SH14 AL. 0v TYPICAL ANCHORS F Sm W�8 a 1'. aO TYPICAL ANCHORS SEE ELEV.FOR SPACING •a �r O •• ••• • • • • • •• o o 52 a • • •• • • • • • o<m o u ALT. � •• •a i i i � i•i •• t \ IN ALLATION DETAILS MH FLUSH ERM ADAPTER ERw �� p <v=i PRADtiCT RSVI&HD FIA.PE 7aSBE aseanptghl8vA*AoFlDdit • ••• • • • • W- 4: Dift • • BY • i• i•• •• i•• •• Jul" 02Q15dronhg no. EDGE asT. W09-12 sheet g of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.730 1.087 ram PARR/ QUAMM upeonGON ..2NITRRIAL BUPPLI&B/kkNAHBS �p 1 iY201 1 FRAME HUD8083-TB - \, .590 .715 3/18' 1, 2 FY= 1 FRAME SILL - 8063-T8 = �o 1.434 3 FY203 1 SILL TRACK RaSERT 6063-TB a gg Ps, .813 4 AS REGO. MOV.FRAME JAMB 6063-76 = 0 9! •082 8 101 AS REOD. FORD FRAME JAMB 6063-T8 iti! 1.718 I 3.240 '�2 1.140-^1 6 M04 1/VENT FORD MTS.RAD. 8063-T8 = 12 11 7 FYIO5 1/VENT VENT II1f JU= 6063-78 s TOP BOTTOM RAIL STEEL REINFORCINGFY206 1/VENT JAMB STILE 6063-78 _ 4".1- FYI 07 2/VENT TOP AND BOTTOM RAIL 6063-T8 .813 II V00 FY708 AS REQO. GLAZING BEAD(LAM.GLASS) 8083-T8 .319 +.130 ICA FYI IO AS REOD. GLAZING BEAD QNSUL LAM.GLASS) 6063-76 - 1.140 1.610 'll"- 11 - AS READ. FW34VRCM BAR sun - d!4 .71 .043 .803 .045 .803 12 - AS READ. RENFORCM BAR STEEL - 13 FY204 AS RTEQD. ADD-ON SOL RISER 6083-TB USE AS REQ. FRS HEAD 48 14 FY208 4/VENT ROLLER HOUSING&GUIDE CELCON Z 8t 1.1401.047 1.047 Itl•`Q.� 1S fY209 2/VENT RULER BRASS - GLAZIN 16 FY210 2/VENT ROLLER PIN sL STEEL - 17 g8 x i' AS READ. FRAME/YENi ASSEMBLY SCBM CRS P.H.SMS 18 ge x Y 2/VENT FIX.RAIL SILL SCREWS(SDA END) G3tS P.H.SMS � VJ '813 19 W23181 AS READ. FIN SEAT.W'STRIPPRN - ULTRWAB J O8 JAMB STILE 20 Q300T190 AS RECD. WU SEAL Q-LON SCHLEG EL 1.058 21 E207 AS RECD. BLL.B SFA. SANTOPRENE 1ATRAFAB.WROMETER 6515 Vl�' AAAA 2'� 22 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRWAB,OUROMEfER 6515 3.878 .078 2.501 1.250- 23 F18-50 AS READ. GLASS SPACER SR.K:ONE FRANK IOWE I�-y 24 SL203P 2/VENT SWEEP LATCH - SULLIVM&ASSOC. �+ 23 88 x 1/8' 2/LATCH LATCH UW.SCREW Sr.STEEL ON SMS n 1.1� I,340 8 WA2L 2/WW. WEEP VALVE - PREFERRED er-PROM= $ipM oe2 2 1/VENT 5/16'BOX SGLtEBN OPTIONAL 0 O M ° ' 28 FY120 - FLUSH FRAME ADAPTER 6063-T8 OPRONAL Z_3ti 1.344 29 - 2/LRE SErtMG BLOCK EPDM DUROMETER 80t5 SF10RE''A ;z -- gt h2.780 �i Q FRAME SILL Q MEETING RAIL ` W W x 2788 / f 1.314 ' 1.422 1-002 3a0 .312 .082 C .082 ° 12 1375 Q SILL TRACK Q FDCEO MTG. RAD. .500 ,.187 .750 .• ••. . • • . • •• o - ^n • • • • • • °<mova .062 aha • •• • •• •• •• ••• • •• ••• •• • • • •• 2,750 2812 2.812V2.750 Ewr:J*am mumixTRVLSHD2.888 ca 768 2W: . 2 • • • -31 L L •• • • • • • Dmk PAe&rd 2.611 • 000 • All 4 OV. FRAME JAMB ® ED FRAME JAMB 25 US14 FRAME ADAPTER sheet 6 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 • 0 Z t I �$ / o � $ r I a� 0 J FRA3IQ•jOP CORNER -' VENT TOP/BOTTOM CORNERS n � $a Z 3� 3Z�� W�B0 MR vigil 1 2 1 2 d b cra •• • • • • •.• • a m v o w M 70992 av c=v1yhg vA vw Pled" •�+ 3 • • • • • • Acmgeooe No�"0 Q� � �. � �� ��• Rnn.��� W09-12 sheet 7 of 7 ... • • . . ... • • • • • • • • • • • • • •• •• • • • •• •• ! t MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 0MR) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEP ANCE OA .miamidadetroyleconomg ws ystems,LL 9114 N.W.106"!Street, Medley,FL 33178 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 PERA-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 AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to.sevoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this:prodaat or mabuiaj 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 Pib 0113uildingCBde, including the High Velocity Hurricane Zone._-- — 000000 0 DESCRIPTION:Series 600 Aluminum Outswing Doors-L.M.I. ' .... .... ..... APPROVAL DO rawmg o. 12-08 Rev C,titled"Series 600 Alum OuWgftVBntragfe PMr ••'•• (L. } through (� ) p� Y q Corporation, ...... M.I. ",sheets 1 throu 9 of 9 inclusive 7.1 ,pre d b AlrFaroo Co on�tion,ddt0dt)2/13/12 atti'd ih�t revised on SEP 04,2015,signed and scaled by Javad Ahmad,P.E.,bearing the Miami-Dade 006ty Product Control • Revision stamp with the Notice of Acceptance number and expiration date by the Miami-pad%tountyPrJuct • Control Section. 0 00000 00 0:. MISSILE IMPACT RATING Large and Small Missile Impact Resistant •• • Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2.See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet A.The max door leaf width shall not to exceed 37".See locking options 1 &2 in sheet,71. 2. Laminated glass types Gland G2 are limited to.090"Kurarary's Butacite PVB and glass"G3 is limited to Insulated laminated glass w/.090"Soiutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOANo. .- Ari D NT1 Expiration Date: March 20,2019 Approval Date: October 1S,2015 T ECO Windows Systems.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.p',sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02113/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 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)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 Outswing Frej}eh thor, . . 0000 prepared by Hurricane Engineering&Testing,Inc.,Test Report No. . . 0000.•. HETI-12-3357,IiETI-12-3358,HETI-124003,HETI-12-4003 and HETj-Y2r;1:027datpNj/16- . 26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. 060:0* 6 6 000 Note:The above referenced test reports have been revised by an addendum toner-dated June-22,20;1,0 • issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael!E:17roz-Sdft'P.E. *0:000 0000. C. CALCULATIONS • 0000 0000 0000.. 1. Anchor verification calculations and structural analysis,complying withXBGr2014(51 Edition), .• prepared by Al Farooq Corporation,dated June 02,2015,signed and sewed tyJava4 A4Wd,P.#.••:• 2. Glazing complies w/ASTMS-1300-02,-04&-09. 0 6 • .. 0000 0000.. D. QUALITY ASSURANCE 6••6 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours&Co.,Inc.for the`Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex:Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5t"Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0402.033,expiring 03/20/19. 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Product Control Examiner o.15-0603.1 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 1/8'HEAT SIRMU CLASS 3/18'HEAT SIREWD.GLASS .090'Intwl 090°Interbyer O ButocRe PVB Inc.' By'Kumray America. Ino.' x 1/8'HEAT STREN'D. 3/18'HEAT SJREN'0.GLASS gg SIUCONE SILICONE 6 0. DON GX)RP9N6 8990 h OOW tXX80N0 A 26 21 % $ m 14 7t w g 34 r t I 13 SETTING BLOOM AT JAN.GLASS Y. � RE00.FOR WIDTHS EXCEEDING 38'ONLY. g NOTCH GLAZING BEAD LEG TO eAl CLEAR BLOCKS GLASS TYPE 'G1' U NHiii 1/8' GLASS 18'AIR SPACE g N 1/8'HEAT STREN'D. Chwrkd Co.' ap h 8' T SIREN D.CLASSSIUOONE ;m0 croTBmNG 899 z 26 ST.STEEL z MUAL SPACER a 18 W am r SEZ(X)-MD r SILICONE ALUUMWING EMA�= DOOR / SINGMMrMr SHEET 2 \ NSETI9J6 GLAZING AT INSUL LMC BLOCKS STAND ALONE SINGLE SIDELITE SND:SHEEP 3 — tEG TO SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACIN WILL MASS TYPE 'G3' 8 APPLY TO ENTIRE SYSTEM. Uf brTh DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION AGM RESISTANCE IS REOUWD. gtA Ne 1 I oae d as yyy THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • • •• H N REQUIREMENTS OF THE FLORIDA BUILDING CODE IMMUDI1G HIGH VELOCITY • • • • • • • • • 1S.L.-APro"CW&4 i. m HURRICANE ZONE(11VH2). • • •• • • • • • 0 a m u 1BY OR 2BY WOOD BUCKS OTHERS.OI .MUST BE ANCHORED PROPERLY •. • . . • •• •_ TO TRANSFER LOADS TO THE STRUCTURE. •• 0020 •• • • •• •• r C ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS THESE DOSS ARE RATED FOR LARGE&SMALL MISSp E IIrIPACT. `'��'7p� EMBEDMAHMAD ENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA.PE. � a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • ••• • • • • $ NOT PART O'THIS APPROVAL A LOAD DURATION INCREASE 6 USED IN DESIGN OF ANCHORS IRO WOOD ONLY. • • • • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT •: :. ' •• : : • •• : : $ 4 2015 dreati,q COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE •. • 000 • ••. • W1 2-08 REQUIREMENTS OF THE FLORIDA BLDG.CODL sheet of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 39 3/4'MAX. 78•MAX. 37 3/18'MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH N HEAD&SILL ANCHORS Q J 12' (4 ST ENDS e� MAX. AT TI 3`O.G. 12° 11' F 5'MAX. MAX S.MAX. AX S'MAX. r A siLL ACORNERS - - L H F CORNERS SILL 8 � a /;1 E wm OPTIONS L�2t o)s / II OR�2 / ii $1 oR 12 H i� � 2 711) _=__ (��!7.rJt FGR DESCW �TrJy t0 1y l0 d It// ® W W ly S4 Tt \ / 11 3 00 /CB \7' I� 111 1 \ / g °z—^ g 3i oj AC1WE ' DIACDVE ' acrroE ffi 3 aS 0: SURFACE APPLIED ' FALSE MUNTINS OR 26 15/18' FALSE M�pyt OR ZB 16/18 8 1S/18' FALSE UUENI OR 32 3/4' W°f DECOTNE BE� D.L.OPO. 10 DECOVE 0 O.L OPO. GPO. 1O DEC T BE WAY BE U OL OPO. 'o SED 37'YAX. 37' ON LEAF W7RH LEAF WIDTH (x) (XX) (0) STAND ALONE SINGLE SIOELTE WN ONES LOAD CAPACr� P8P DOORS ACrrY—P8F SEE SHEET 3 FOR CAPACITY O SINGLE DOORS (ten I DOOR DMS LUONAM DOOR DMS. LUMTRD GLASS WaTR1 WIDTH W,, �'�4) WIDTH WIDTH H-B*Ww E- ) '��—) roW�PN�wDeule a. is i-3/$ 37' 98' 70A 7&0 78' 3Y •S*• 70.0• •78,0• •• NptSr'�i•3�/ o• • Mta • • •• • • • • • 1 - Como GLASS O_LO. ON& •• ••• •• • • • •• •Cid T O.L O. HEIGHT= FRAME HEIGHT— 11.125° Em+VM 1CWIL I' O.L.O. WIDTH (X DOORS) R FRAME WIDTH — 12.813' F.A.PE[__M7 " O.L.O.WIDTH (XX DOORS) _ (FRAME WIDTH — 22.125'/2 • ••• • . • • G'A'N' iF i NATE. 0 • i i i ' i 0 4 42015 NOTE: CAP�1tmE J S•SAEET?R� a►Ganng m. -OgdeSEEGRESS REQUIREMENTS TO 8E RENEWED " AND FLORIDABUILDING COMA�A SSION• STS} Wl 2-08 BY�IILDDIci OFFICIALDECLARATORY STATEMENT DCAOS-DEC-219 sheat 2 oT Q • • • • • • • • • • DEMN TOAD CAPACYPI-PSF tae•MAX. DIBLGN LOAD CAPACITY- Pte+ MM WIN ME OR OW U LEAF DODPS TESTED FRAME MTN 1` STAID ALONE woo 9DELITES (SEE NOTE 811011) HEAD&SIU.ANCHORS N SIDELITE WEtIIE DTTHOUT SIDE= smaim WallouT wrm AT STILE ENDSFRAME FRAME O HEIGHT FRAME FINE RRUTBORCING aroDt RSQaFORCINa SBll4P11BCD46 CLUSTER (4)AT 3"D.C. 6• (a)ANCHORS DM.HES ux ExL(+) 04L(-) imams ExL(+) oTr.(-) Exf.(+) DAL(-) AT HEAD/SILL 12 24 70A 7&0 24 70.0 7&0 70.0 7&0 5•MAX. � TYP. HEAD � 8 30 70A 75.0 30 70.0 73M 7" 7&0 F _ �, 38 82 70A 78O 36 82 70.0 7&0 7&0 75.0 CORNERS 37 70.0 7" 37 70.0 7&0 70.0 78A 42 61.7 66.1 42 61.7 66.7 81.7 801.1 24 70.0 75A 24 7110 7&0 Tao 78A 30 70.0 75A 30 70.0 78.0 70.0 7&0 36 as 70.0 75.0 36 86 70.0 780 70.0 7&tI II ---JL---- ___L_L It 37 70.0 75.0 37 70.0 78.0 70.0 73A ----tt•---- ---ti7- I I \ 42 81.7 6&1 42 61.7 G&I 81.7 88.1 24 7ao 78A 24 70.0 75.0 70.0 7&0 J I I a I \ 1199 689 30 � �9 688 7ao 750 � H !1 //ii92 36 64.1 84.1 36 64.1 64.1 70.0 7&0 37 63.3 63.3 37 63.3 03.3 70.0 78.0 \ �/ za 013.3 013.3 201 63.3 e33 7ao 75.0 11101 57.8 579 30 57.8 879 7ao 7&0 -) I( iI'� I 1 '� -L '� •°'- 36 63.1 53.1 38 53.1 53.1 7110 7lLO se 37 82.4 52.4 37 82.4 82.4 70.0 75M It \ II oe REO4FOR ii REQD \\ii X o / SEE CW�RT =__ ____ ___ I OR/J2 S SHEET .1 4011 ) I n G B if \\ D oM I 1 1 Z 3jf2 - IFWCTIVE -,H ACTIVE 38-3./4'YAX.(SBIGLE) V SINGLE SIDELITE TROTH SIDEIJTE VWDiH 78"YAX.(DWBLE) SI1RF APKIED ��$$ W m� FALSE MU dt 32 3/4" ` 28 18/16' [;-� 15/18° Xm DOOR FRAME TTIDDF DECO BRILL DL GAO. DL OPG. .L OPa NOTE: 37• P FOR DOORS CAPACITIES SEE SHEET 2. LEAF'VROTH .. weh Sk HerW FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELTE�E N70TH sat 3�4"MAX.(SINGLE) LOWER VALUES FROM DOOR OR SIDELITE CHART MAX. 78 HAX (DOUBLE) Oatt-��Q1 c E� WILL APPLY TO ENTIRE SYSTEM. ART AT LEFT DOOR FRAME YAM 06 (OXXO) ftema .911111 MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FI'. PER FBC 2014 _GLASS D.LO. DIMS_ N DLO. HEIGHT(SUMTE) - FRAME HEIGHT - 11.000• •• ••• • • • • • •• OLa WIDTH (SIDEUTE) = FRAME twDTH - 4.438" • • .• • • • • • E o a m v • •• • • • • ••• • -- •• ••• •• • • • •� --- - -- n Q _. EW.MW AHMAD CNIL E 7659'01 •a• NOTE: cC�� •a• •a•Try •a• •e• e g •'i 8N�E 01 p-b9 01 STS) 04.2015 ermrTng rao. asrLOR DECLARATORY STATEMENT DCAM-DEC 219 W12-OS sheet 3 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9/10*UK TYPICAL ANCHORS PROPERLY SECURED 2BY WOOD S= THROW BOLT EDGE DST. I-SEE ELEVATIONS EDGE ley WOW BLICK OR EDGE DIST. SEE NOTE SHEET 1 WAL PENETRATION WOW STfWCWE EDGE OW. STRUCTURE 25 so, all 2 TYPICAL AXCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACINS FOR SPACING FOR SPACING jam =-------- --.' 1 MIAMI-- ,CIM APPROVED Nj CLIPPE N SEE SEPARATE Rf -GLAZING OPTIONS rS 7 SEE sHEEr I TYIWX ANCHORS SEE ELEVATIONS FOR SPACING z 0 L ANCHORS o 0 18Y OR 2BY WOOD SUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS -j R -1— I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER A THEM TO THE BUILDING STRUCTURE. Z RS SEE vxv FOR sync 0 -T7A7 (FU-177 9%Fy-Iatl KSO INTO 20Y WOOD SUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUM INTO CONIC. OR MASONRY sBWMucraevmw 1-1/4- MIN. EMBED INTO CONCRETE (HEAO) wUb ft FbwI& 1-11/4- MIN. EMBEMD INTOL CONC, OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HM/SILL) EL 10-4,k K -.�%- 7A 7 1-1/4* MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) 14 90 DRILUNIG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK 1/8-) #44 mtrAt.NkUCTURES 01 •• 6: 00: %1M 01/8"THK MIN. (Fy - 36 KSI 25 • • • • • "MIM ;148' THK. MIN. (600-T5 DOOR DETAILS 0 L) LF:(JAKM) -1PN4WD) TsTQL im swAcr wrrH ALummum To BE PLATED 1W M MIN. J 1)5-1 EW"M ANIM CrWL 2-1/v MIN. PE 70M MIN. • tM MVAt?SJUCtM - 3/4*MIN. Nib TYPICAL SO" DIST. ME"T AT.AM:R:q=So =0.86 MOL drawing no. Trr AffV • •• 0 CONCIMMON HEO,SILL OR JAMBS fe- 3000 PSI MIN. W12-08GPENErRAXION C--90"MLOW/M.LM BLOCK AT JMW Im-2000 PS MIN. sheet 4 of 9 oe 0 o9e * • 1/4•MAX- © 3 FACCONCEALED FLUSH BOLTS 1/4'MAX. SHIM LEVERS AT SIZE E SHIM tO TYPICAL ANCHORSSEE ELEV. v WOOD BX2C z FOR SPACING CTIW LUF s' i {� �XA •° a SEE ELEV. h FOR SWAG ERIOR <••i' s 9 19 O.L.O.METAL.1 SEE SPEC SHEET 4 37'MAX •^ .R LEAF W M IOOC 012 39 3/4v MAX. __' OPTION SEE DESCRIPTION 7.1 SINGLE Doan HUM WIDTFOR H 1/m (1 1/4v bAX.'♦ tae � � SHDI • CEALED 3 LEVERS AT I F�O:STLLE O CONCEALED FLUSH BOTS IYPICld.AN LEVERS AT STILE FACE O WOOD �j SEE E •'a•:: A WOOD R, FOR SPACING 18 CMyE LEAF ACTLBE Lam, NOTE 1 28 •4:• 24 O O M re ' o � 3Z • i 0 TYPICAL EE 10 El '•••�:y'%�`• 19 9 O.LO. 11 D.L.D. FOR SPACINGLE WITH LAK E 3 EXTERIOR LEAF WIDTH 79•WX DDDR FRatlE WIDTH �$ Pxoa:rcra¢vreeo 2 POINT LOCK ASSEMBLY--\ 4 POM LOOK ASSEMBLY so F-- •• •• Aaorolu"-l o a •T • N • • • ACTIMVBmww LEAF Btpit�Mr BWe m • • � gam v • • • • • • ••• romad .>,v • • • • • • • 28 m AHmAD TKA.PED mm • • • • • • • Ne 54 RU ••• :• i•• • E 2Q drowin4 no. DOOR DETAIIS LOOC K1PT1a�t s, ah9et S of 8 ••i • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • TYPICAL ANCHORS AMU SEE V"ATIONS 1/4"MQL 1/4-MAX SPACING Smm EDGE MFOR. SH04 1BY WOOD BUCK • TYPICAL ANCHORS ... SEE ELEVv. FOR SPACING T- 22 TYPTYPICALANCHORS F SEE ELEV. FOR SPACING --m— t4 ]EXTERIOR h*Wft JN D.L.O. MEM snwcrm SEE SPEC 4 42"AT 86'HT. 37"AT W HT. MAX.SINGLE SIOELTFE VAOTH PRODucr MG OPTIONS REINFORCING SIM SHEET 1 012 SW n18&R&E 1/_4; " OHAT 5'FROM DIOS--\ w O.C. 3 0 cz, R6 z I p6 I 28 13 0 Ow a. TYPICAL ANCHORS SIM ELEV. FOR SPACING Lf gQ 14 t8 25 23 D.L.O. Is LEAF WIDTH a 4A EXTERIOR 39 3/4"(SINGM Ka SIOEUTE WWH 7W(DOUBLE) 0 0 0 100: MNL ODOR ww WTH 0 &M.UNIT FRMW%M*M av am*am aw • EDW DIST. TYPICAL AftftRS 000 •0• 000 • 0 SM MATIONS SIDEUTE MiIW] MR SPACING ahoet 8-*f--911 00 •:0 :0 . 0 • mm p rear p LLXQD. DXBCXWTM Y SAL mAiar./supr>a>•z/nee�Aa1� ��I 1 E601 - DOOR FRAME HEAD/SRL 9083-T8 2 FRAME COYER 8063-T6 N 3 E803 - DOOR FRAME JAMB 8093-76 - # 4 E804 SIDIIJTE 70P&BOTTOM FRAME 8983-TB - 4A E626 - SMEUTE 9•BOTTOM FRAME 8083-T8 - EG05 - SDE RC FRAME JM 6083-76 8 E606 - SMELITE SLIP ON JAMB 8063-TS - Q 7 E607 LEAF Top&soTToM RAIL 8083-78 7A EUS - LEAF 9-BOTTOM RAIL 6083-78 8 h 8 ESOB - LEAF TPSIRlP ADAPTER 8063-18 9 E809 LEAF HMGE STILE 6063-78 - f0 E610 - LEAF LOCK STILE 600-TB - oQ 11 ESTI - LEAF ASTRAGAL.STILE 0063-T6 - g 12 E012 - LEAF AUGINMENT BRACKET 6083-T8 - T3 E613 - LEAF CLAMP 6063-78 4-T/4-LONG 13A E613 - HOW BACK-UP PLATE 6093-T8 12'LONG 14 E614 - GLAZMW BEAD(8/18-LAM.GLASS) 6083-TB 0 14A E1o9 - CJAZING BEAD(7/16-LAM.CLASS) 6007-76 - 15 EG15 - GLAZING BEAD(VOL CLASS) 8063-T8 - U g 18 E618 - SNAP COYER 6083-T8 - 9j 17 E613 - SmT SUPPORT 6063-78 NOT SHON 18 - AS RECD. SMELLif£MULLION RENFORCDIG 8063-78 N 19 FD-107 3/LEAF BUTT HMOES ALUMOfUM SUUNAN&ASSOC. 20 F61202 - FL=HOLT LEVER - SUUAm&ASS= 21 F8014SS - CONCEALED FLIM BOLT ROD ST STEEL BUNAM&ASSOC. 22 012 SMS AS REM. FRAME ASSEMBLY SCREWS 23 012 X 3/$ - HMOE 96TAUATLON FASTENERS - FH SMS O O M 24 - - 3/8-DIA TWMWED ROD STEEL - p 28 W71323 - PILE W%IWPMNO WOW. WRAFAS Z 3 26 E2081&-KN-3020 - BULB W'SRWWM SANfOPREIE EPOM 53 'T Z 27 E206 - GIAZMC BEAD BUB SANTOPRENE ULTRAFAB id p 28 - - GLASS SPACER WCONE FRAW LOWS RUBBER CO. 29 E822 FUM BOLT CLIP NYLW4 3o MOIRC BOK BOLT BPPORr BLACK METHYLENE 6NTE LOCK =Iwo - lom BOLT SIPPapT BLOCK PW.YETTN1tENE AM PIASTC 00 33 010 X 3/4- 2/ADAPTER FFT SELF CRLLMG SCREWS - - 34 - 2/LITE i=BLOCK,1/4-X 1/2'X 4-LONG EPDU AT 6-FROM EACH END.DUROMEIER 35 - 2/UTE ISEFTING BLOCK 1/4-X 3/4•X C LONG EPOM IAT 8-FROM EACH END.OUROM 80*5 pG 15 SEALANTS: ON - mo FRAME S SEALED WITH SWNEE MOREHEAD JM5504 SEALAWT. " •• ••• • • • • • •• n •WBrrImL4 ��� larism • •• • • • • ••• • gpyaNM T]He EW JAVAD MW L FLA, •• • • • • • • • • • dmwirlg rw. •• ••• • ••• • EP 42015 W12-08 Bhwt 7 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • yr,V OfmON 01' N d4I0ffJFEE: LEare Q � 4 POW LOCK ASSt21Bl.Y DLOf-6007 BY'INTERLOCK USA ' CONVENTIONAL DOOR LOCKSET WITH HANDLE (2)LOCKING POINTS ENGADING AT INACTIVE LEAF AT SB6Iff PLATE DELTA 690 BY'NWIKSEP LOCATED AT 39-1/4'FROM BOTTOM 1/2'CIA.THROW SILT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR NO THUMB TURN ON AND(1)AT BOTOOM ENGAMG FRAME SIL INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS CONCEALED(LUSH BOLTS BY SULLIVAN&ASSOC* LOCK HANDLE LOCATED AT 42-1/2'FROM BOTTOM 1/2'X 2"THROW BOLTS ENGAGING FR44E AT HEAD AND SILL JNA LFJs_ MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' LOCATED AT 10-5/8'FROM TOP AND BOTTOM 1/2'DIA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WIM(2)08-32 X 1/2'FH MS HEAD AND FRAME SILI. INACTIVE Lcec. THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS idYi) LOCO LOCATED AT 42-1/2'FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC: of 1/2'X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL QQ MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE Ii OF LEAF STILE LOCATED AT 10-5/8'FROM TOP AND BOTTOM N. WWW LOCK FASTENED TO STILE WRTH(2)#8-32 x 1/2'FN MS � uucnve �I acavE ACNE RJAO,IVE ACTIVE TiINGB3i •i ••• •• • • • •• n ;. 3-1/2•X 7-5/a'x.122'THK.EXTRUDED ALUM HINGE *amONIL PART @FD-107 BY SULLNAN&ASSOC. FI.A.K,Ay 7cm 3 HINGES PER LEAF 3gJe • ••• • • • f BOTTOM HEDGE AT 10-1/4'FROM BOTTOM • • • • • ♦ • • • • • TOP HINGE AT 11-3/4"FROM TOP • • • • • • • • • cis HINGE AT MIDSPNN(38'O.C.MAX) •• • • • • • . • . • 'gyp HINGES FASTENED WITH#1O X 1'LTH SATS • •• • • • :06 • • drowie9 �• (5)SCREWS AT HINGE SIRE •• • ••• • ••• • (6)SCREWS AT FRAME JAMB W1 2-08 eheet7.lof 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4400 1.780 t� g . .519 .3114 .130 0�V .825 .>03 .045 .803 ,090 ,803 1.025 078 4431 1.oa7 t �1.1�72 4.750 r2m2--414 LAZIBBEAD ASS ®G 7�tBEAD8'CLASS N BEAD t R FRAME HEAD/SILL L 5114r ASS 1.507 4.000 1.807� Q 7 LEAF TOP/BOTTOM RAIL 1F .825 4.719 4.781 3.719 .� .078 1.750 Y1 E:q' 318.T503124.0L s LLAw' I LEAF HINGE STILEcuoqN .osz raoaucrxevt»► mss 1.5677Aq wlih lMtF 5,344 bawksowe te 9 v _1Gafo3d8 1.7 4.000 9 LEAF WSTRIP ADAPTER am boa-- �et m .094 I(YTOP� & BOTTOM FRAME 17 2.081 50 1.807 .442 _$3 taco m9 azs Z AT8 7A 9" BOTTOM RAIL 13 1.884 U r8., 1.e12-«I to LEAF LOCK STILE 1.507 ALIGNMENT BRACKET a FRAME COVER 5.344 _�•281 O F�-�]A% 375 .857 os0 1.197 1.507 1.750 2.081 3.718 1ff74 .125 3.781 .125 t 078 .154 4.000 000$000$000$ 11 13 LEAF CLAMP is SNAP COYER LEAF ASTRAGAL STILEL 9 INGE BACK-UP PLATE ti •• ••• • t• • • �Sam 1.500 • • • • • • 1.2500 71ii • •i • .719 MULUON REINFORCING <. .078 F AD p 4.� 4.000 4.188 FLAP �3SJ878882 �•• • • • • 1.828 .078-- 2.097 lw=ld LAO • 1 : • • • •_ _ I 078•• i� • • a.� SE 2015 9 wiz-0a 3 DOOR FRAME JAMB s SIOELTTE FRAME JAMB IDEUTE 9" BOTTOM FRAME a IDELTTE SUP ON JAMB sheet 8 of g •i• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � N O 3 AA AA A-A 81 DOOR FRAME CORN U n SIOELITE FRAME CORNER SIDELECE MU ZION SLIP ON JAMB CORNER S'oM `�� LIWWe; 12 •• • • • • • • • •• Hill I • • • • • • ••• • Enpr JAVAD*BW om •i i • •• i i • •• i i 2015 • •• • • • • AS • • drawing no. AF .ORN R •• s ••• s ••• • W12-08 r sheat of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •