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Home My WebLink AboutBLDG1310-0131-ApplicationTHIS CARD MUST BE POSTED IN FRONT AT ALL TIMES City of Parkland 6600 University Drive Parkland, FL 33067 (954) 753-5447 BUILDING\ENGINEERING PERMIT PERMIT NUMBER: BLDG1310-0131 PERMIT TYPE: WIND/DOOR REPLACE SITE ADDRESS: 6884 NW 63 WAY TYPE OF IMPROVEMENT: NONE Applicant Information Contractor Information ATLANTIC COAST WINDOWS & DOORS 10762 NW 53 STREET SUNRISE, FL 33351 (954) 746-8770 ISSUED DATE: 10/25/2013 FOLIO NO: 484101000034 CODE YEAR: Owner Information CALAVETTA, BETH & CRAIG 6884 NW 63 WAY PARKLAND, FL 33067 DESCRIPTION: IMPACT WINDOWS (35) & DOORS (7) WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. (F.S. 713.135). Notice: In addtion to the requirements of this permit there may be additional restrictions applicable to this property that may be found in Public Records of the County, and there may be additiona permits required from other governmental entities such as water management districts, state agencies or federal agencies. PERMIT EXPIRES 180 DAYS FROM EITHER THE ISSUE DATE OR 90 DAYS FROM THE LAST APPROVED INSPECTION For Inspections please call (954) 753-5447. Inspections are scheduled for same-day inspections up until 6:00 AM. Building Official or Authorized Signature Date INSPECTIONS STRUCTURAL SEQ INSPECTION TYPE INSPECTOR DATE ID 1 NOC STRUCTURAL SEQ INSPECTION TYPE INSPECTOR DATE ID 9 WIND/DOOR ATTACHMENT 14 FINAL** PERMIT NO SUB -PERMIT SUB -PERMIT SUB -PERMIT BLDG1310-0131 ,j a. L PERMIT TREE City of Parkland PERMIT TREE FEES CHARGED JOBVALUE WIND/DOOR REPLACE APPROVED $502.34 $18,000.00 TOTAL of ALL FEES DESCRIPTION � r p :olion APPUED ISSUED.. FEES PAID BALANCE DUE OWNER `, III YI IMPACT WINDOWS (35) & DOORS (7) 10/15/2013 $90.00 $412.34 CALAVETTA, BETH & CRAIG 11,1 11,; u, ilolll u6 h ... II Wi I1,1 m It I1II dIIII 1 $502.34 $90.00 A4 ia444c. 0,4.44-÷r Drintod• Lriri'.. 7G (lrtnkor 1(11Z 1 of 1 $412.34 $18,000.00 page Contact Person: Company Name Business Address City 5uikr�� City of Parkland Building Permit Application www.citvofparkland.org Phone #: E-mail: ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO F.S. 713.135 11-+SiLCit)CS� �li)k�.C6.x4 �2S 1616d - b1 ►vw ; 3 St State Zip 33351 Phone # Property Owner's Name (: tA-, C tic Owner's Street Address 60(...6\:)t 6.3 L, -)/It City cly,r,j State V 1 Zip 3301, 7 Phone # Job Site Address Lot Work Description: 0 11 %Lt -7 Lt 6 "7 70 Master Permit Number Date Construction Value Engineer's Name Engineer's License # Phone # Architect's Name Architect's License # Block Phone # �liC(tC O 1000 cvv‘ pec Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet the standards of all Saws regulating construction in the City of Parkland, Florida. I understand that a separate permit may be secured for ELECTRICAL PLUMBING, SIGNS, WELLS, ?DOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, SHUTTERS, ETC. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Contractor Property Owner Notification E-mail: Print Name of Qualifier/Builder: License number: Signature of Qua k r: Un this 10" -day of _ t F•-} .Eb 13 , before me, the undersigned Notary Public of the State of Florida, personally appeared 0.VNIs 7...c.LLi•IL and whose name is subscribed to and within the Inst t, and he/she acknowledges that he/she executed it. con? NOTA �G C, STATE OF FLORIDA A-,v1N`) � - ( isL P PRINTED NAME OF NOTARY PUBLIC Personaiiy known to me Oath taken NOTARY PUBLIC SEAL OF OFFICE: Application Approved By: Permit Officer 7 Produced identification Oath not taken NOTARY PUBLIC -STATE tic FLORIDA James T. Gelske Commission #DD961057 Expires• FEB. 11, 2014 17" N`"CIC an. MNG CO INC, ltu Notification E-mail: Print Name of Property Owner: Owner's Addre : Signature gfJPropertypw Be): k?f is i or 'day of C)n , 20 , before me, the undersigned otary Public of the State of Florida, personally appeared i C Y<• -le ftp and whose name is subscribed to and within the iystrum'1t, and he/she acknowledges that he/she executed it. NOT PUBLIC, STATE OF FLORIDA PRINTED NAME OF NOTARY PUBLIC \\Personally known to me Oath taken NOTARY PUBLIC SEAL OF OFFICE: Date: 7 Produced identification Oath not taken NOTARY PUBLIC -STA' E OF FLORIDA °""' Jame; T. Gelske Comr �- :ss „ "DD961057 , FEB. 11, 2014 BONDED THAI: • bOYT:i`:GCO..ING INSTR # 111841681, OR BK 50217 PG 645, Page 1 of 1, Recorded 10/01/2013 at 11:32 AM, Broward County Commission, Deputy Clerk 4010 Permit a Fa1Dx4BL11 0100 00L-1 NOTICE OF COMMENCEMENT The undersigned hereby gimes notice that Mnprevemem will be nude to certain real property and In accordance with Chapter 713, Florkla Statutes, to following hrlermr.don Is pro0W W In thie Notice of Comrwtcsment 1. Legal Description of Property: Lot Block_ UMI F Bldg e C SrrbAdaloo/Condominium: � 1' r: -4f Address Street Adds available: , 8$ LI IOW r4r • 2 Gemmel derlption of Improvementk 'n Vl U4v. Pf r .� ... �n r .0 '. (x...1 2. CLAS ColAueNn 688H ow 63 L4),"bHakleyyy1 3'346 7 b. Interest In prop.Ry: c. Name and address of lea simple titleholder (0 other than Ownerj: L.mgtiry legal nIehed F (' ,FMY4d(n-'/ti e. a. Contractor name and eddree.: b. Contractors phone number: Q u k[_ ; 1/6 5. a. Surety name and address: b. Suety. plane number: c. Amount of bond: O. a. Lender name and address: b. Lemon's phone number: 7. a. Persons within d'. State of Florid. dsognated by Owner upon whom notices or other documents may be versed as prodded by Section 713.13(1)(07.. Florida Statutes Name: Address: b. Phone number: f, a. In addition to himself or herself, the Owner designates D. Wane number of person or entity deegnet.d by poor f Expiration date of notice of commencement 1. MN'. • copy of Limon Notice per Section 713.13(1)(0), Flod,Y ma natation m e t year from m. dais of ncarmw wane a deems ere a rowing WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT By • dea(.) of LSA G rNaA lZMIxed OmurNlrectaRrtnerManp.r v By j Nrn. C IG, r Cc lean Fft UM Name TIder0Blce 0 t,)..J/ 110NOfte. STATE OF FLORIDA COUNTY OF BROWARD '7,�]-1 L The foregoing IMtn,o ,l acknowledged b7.10.0 me the C tj' .y of -t By ( r G, Cyt L_ A I!\ U t J•1 . ❑----LLwry, der nas for Q P.nondly known, or ❑ prodiredfefoloweng type ofldlnsFyWe Signatory of Nobly Public: Pont Name: (SEAL) 01013 n R/ P1 3335 I NOTARY PUBLIC -STATE OF FLO James T. Gelske VERIFICATION PURSUANT TO SECTION 12525. FLORIDA STATUTEg "y _ Commission *00961057 Undo, penalties of perjury, !declare that I have read the foregoing and `,;`'.•' Expires: FEB. I In 2014 that the facts stated H R an ave,loth* beet of my knowledge and Wei. BONDED 1580 ATT.LNITC BONDDIG CO.. DSC Sinnad ) • • �V • - y' Awed 0rncerloireemrMartne y anger who *Med above: By ¢Ycadng/p.u'rac..fled ewmwr.ase nomad i 307 dee r 4.-- V ir1L �t 77s1��c c7 L" Aa o G1,►2 I c z (1 .1) Cc ENCS 10 IA 2- t4 L E L a c 0 I•� :'C 0 m 0 J a) a U c w � 5 17, C � o E — Structural Site c a 4, 23 U d h v 0 a b W d 4, w d R O Q. Q. * 0 c z d 0 Q. -O910. (;,9 c.e "3 4 °> 1-) 1 .1 _ -.. _ r• ‘ t..; \ '',..\_ ' \ - Mir \ M � \0 N Pr Y /. / -64 ) t) rfl -5'3 ,k- /0/ —.01-//0.0 k /0/—D1-iiv.0g .3 X7,6 -Olt/O. c>S .5 3 > 7 - N N NtiN.� ti S T 7T 3 r --j "T _ T � YT Y S q a .T Sj 3- �`('(J .S 0,1 est 1 7J'17? i f N r r. Nr, cr' M V) rf` 0. r rK r r r� M CJ . '� Cr (� (r rn 0C CC `JC cA pp, pC ?J 3” I"'°3 tom; •C^ �'`" (st. f\^- MMM rsr /3 (3 r -=r M M V'1Q00U` Tom.~, - G:. r' 7 E _a °E"Oz E 0 to E d a 0 r r rr� r r r�� r� r ^ J Or, r s .'_ M J fvf ,),21.v -D bNNrr.,D -~ x x x x x x XX x x XX x XX x x x X r x r•rnr- rr .4) x r1 O .J r M _ f \ �r 47) J M rj- rr (" M ' '414) U' x ) x )< >( )< >( x r- r/ M�rrt.! M M, SNC' \n Vn In rr frit J j X XX x x XX x rn m XX x x rr) M c0 '.*C.sz- ,- ar0�4 o 0° p q d O O .0 1-0 O v , 9rt rt � x x x x x x x _7r 0 r` hr M C� (S rPtir Approval by A/E of Record Rev 5/21/09 City of Parkland Building Division Job I Name ; (' , l \/ Jck1 ,2, - Info 1 Address AB Sy t3 ) h 3 U.) /kg Window and Doors Window Rough Door Opening Size Product Approval ID # (wxh) NOA # Overall Design maximum Pressure per tested size Product from NOA Approval (wxh) I (+) Psf (-) psf •210 96 L-0403co3 3� ctin,o3 -70 3a x912 vCio.).v3 19 -1 x /,Q 13 - 19 x!h is -0)-00415 6-3 3� x D,R i3 -oao6,nWi a4 x7L 13 _t (o x 74. 13 -03040 , Q'-1 c3 53 x63 1' -d ,otils1N 3a x5 -2,n FL r5) -'o x x x x x x x x x I x I x x x x x x x x x x A,4 x c'itc4 0 x98 I -7(7 x9,37 70 x43 x 5 x 74, -75 x76 1`75 x76 '7S xZv 7t x x x x x 1 x x x x x x x x x x x x x x x x -7S 75 75 70 4eV 90 90 9v q() '7 5 Structural Site Specific Design Pressure Yrtc7s. Window/Door Product Approval Schedule 'Permit # I 1 Lot / Block 1 Subdivision Zone Int 4 End 5 Shutter Regd. Anchor Type Si ze Yes No LI 3?0 `11 11 lJ Rev 5/21/09 Approval by A/E of Record TAOCC Al)(,), 1/1'0, I APco` /.1/)(4.1 Anchor Spacing Edge & O.C. Header Sides Sill _5//2_ 5/n 5/R- .57 r z 5/iZ s%/Z 5// Z 5/z_ Oz - 3/1 3/, 3/r 642 G/' 6/7 h/r7 4A7 4/z 6//Z / Hori z Vert 1;x\0-0\3\ 141'\\3 Mullion Bars NOA # Span in inches 2010 FLORIDA BUILDING CODE/ASCE 7-10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 4"I DESIGN PRESSURES FOR EXTERIOR ZONES ("Zone 51 Mean Roof Height (H) 15 16 17 18 19 20 22 24 26 28 30 32 34 36 38 40 44 48 52 56 60 181 3'l1 36.8 -41 0.1 -40.0 37.3 -40 5 37.8 -41.1 38.2 -41.61 38.7 -42 01 39.1 -42.5 39.9 -43.4 40.6 -44 2 41.3 -44.9 42.0 -45.61 42 6 -46.3 43.2 -46.9 43.7 -47 5 44.2 -48.1 44.8 -486 45.2 -49 2 46.2 -50.2; 47.0 -51.1 47 8 -52.0 48.6 -52.81 49.3 -53 6 -41.6 38 8' -42.1 39.3 -42.6 39.7 -43.1 40 2 -43.6 41.0 -44.4 41.7 -45.3 42.4 -46.0 43.1 -46.8 43.7 -47.4 44 3 -48.1 44.9 -48.7 45.4 -49.3 46.0 -49.9 46.5 -50.4 47.41 -51.41 48.3 -52.4 49.1 -53.3 49.9i -54.11 50 6 -54.9 Tributary Area (sq. ft) 20 25 30 35 40 45 36 1 / 35.5 1 35.1 34.7 34 4 34.1 -39 3 c 38.7J -38.3 -37.9 -37.6 -37.3 36.6 'I6 0 35.6 35 2 34.9 34.6 -39.8 -39 3 -38.8 -38 4 -38.1 -37.8 37 1 36.5 36 0 35.6 35 3 35.0 -40.3 -39.8 -39 31 -38.9' -38 6 -38.3 37.5 36.9 36.5 36.1 35 7 35.4 -40.8 -40.3 -39.8 -39.4 -39.1 -38 8 37.9 37 4 36.9 36.5 36.1 35.8 -41.3 i -40 7 -40.3 -39 9 -39.5 -39.2 38.3 37.8 37 3 36.9 36 5 36.2 -41.7 -41.2 -40.7 -40.3' -39 9 -39.6 39.1 38.5 38 0 37.6 37 3 37.0 -42 6 -42.0 -41.5 -41.1 -40.7 -40.4 39 8 39.2 38 7 38.3 38.0 37.6 -43.4 -42.8' -42.3 -41.9 -41.5 -41.2 40.5 39.9 39 4 39.0 38 6 38.3 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 41.2 40.5 40 0 39.6 39 2 38.9 -44 8 -44.2 -43.7 -43.2 -42 9 -42.5 41.8 41 I 40.6 40 2 39.8 39.5 -45.5 -44.8 -44.3 -43.9 -43.5 -43.2 42 3 41.7 41 21 40.7 40.3 40.0 -46 1 -45.4 -44.91 -44.5. -44.11 -43 8 42 9 42 2 41.7 41.2 40 9 40.5 -46.7 -46.0 -45.5 -451 -44.7 -44.3 43.4 42.7 42.2 417 41.3 41.0 -47.2 -46.6 -46.1 -45.6 -45.2 -44.9 43 9 43.2 42.7 42.2 41.8 41.5 -47.8 -471 -46.6 -46.1 -45.7 -45.4. 44.4 43.7 43.1 42.7 42.3 41.9 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 45.3 44.6 44.0 43.5 43.1 42.8 -49.3 -48.6 -48.0 -47.6 -47 2, -46.8 46.1 45.4 44.8 44.4 43.9 43 6 -50 2 -49.5 -48.9 -48.4 -48.0 -47 7 46 9 46.2 45.6 45.1 44 7 44.3 -51.1 -50.3 -49.8 -49.3 -48.8 -48.5 47.6 46.9 46.3 45 8 45.4 45.01 -51.9 -511 -50.5 -50.0 -49.6 -49.21 48.3 47.6 47.0 46.5 46.0 45.7 -52.6 -51.9 -51.3 -50.8 -50.3 -49.91 50 33 8 -37 0 34.3 -37.6 34.7 -38.0 35.2 -38.5 35.6 -38.9 36.0 -39.4 36.7 -40 2 37.4 -40.9 38.0 -41.6 38.6 -42 2 39.2 -42.9 39.7 -43.5 40.2 -44.0 40.7 -44.5 41.2 -45 1 41.6 -45.5 42.4 -46.5 43.2 -47.3 44.0 -48 1 44 7 -48.9 45 3 -49.6 Mean Roof Height (H) 15 10' 15 37.8 36 8 -50.6 -48.6 16 38 3 -51 3 17 38 8 -52.0, 18 39.3 -52.6 19 39.7 -53 2 20 40 2 -53 81 22 41.011 -54.9 24 41.7 -55.9 26 42.4 -56 8 28 43.1 -57.71 43.7 -58.6 32 44.3 -59.4 44.9 34 -60.1 36 45.4 -60 8 46 0 38 -61.5! 40 46.5 -62.2 47.4 44 -63 5 48.3 48 -64.6 52 49.1 -65.7 56 49.9 -66 8 60 50.6' -67.8 37.3 -49.3 37.8 -49.9 38.2 -50.5 38.7 -51.1 39.1 -51.7 39.9 -52.7 40.6 -53.7 41.3 -54.6 42.0 -55.4 42.6 -56.3 43.2 -57.0 43.7 -57 8 44.2 -58.5 44.8 -59.1 45.2 -59.8 46 2 -61.0 47.0 -62.1 47.8 -63.2 48.6 -64.2 49.3 -65.1 Tributary Area (sq. ft) 201 25 30 36.1 -47 2 36.6 -47.8 37.1 -48.5 37.5 -49.0 37.9 -49 6 38 3 -50.1 39.1 -51.2 39.8 -52.1 40.5 -53.0 41.2 -53.8 41.8 -54 6 42.3 -55.4 42.9 -56.1 43.4 -56.8 43.9 -57.4 44.4 -58.0 45.3 -59 2 46 1 -60.3 46.9 -61.3 47.6 -62 3 48.3 -63.2 35.5 -46.1 36.0 -46 7 36.5 -47.3 36.9 -47.9 37.4 -48.5 37.8 -49.0 38.5 -50.0 39.2 -50.9 39.9 -51 8 40.5 -52.6 41.1 -53.3 41.7 -54.1 42.2 -54.8 42.7 -55.4 43.2 -56.1 43.7 -56.7 44.6 -57.8 45.4 -58.9 46.2 -59 9 46.9 -60.8 47.6 -61.7 35.1 -45.2 35.6 -45.8 36.0 -46 4 36.5 -47.0 36.9 -47.5 37.3 -48 0 38 0 -49.0 38.7 -49.91 39.4 -50.8 40 0 -51.6 40.6 -52.3 41.2 -53 0 41.71 -53.71 42.2 -54.4 42.7 -55 0 43.1 -55.6 44.0 -56.7! 44.8 -57.8 45.6 -58.7 46.3 -59.7' 47.0 -60.5 General Notes 1 These tables list allowable pressures (W.,), given as 0.6"Ww,, where W"i, is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (Vult) and the variables given herein. 2 These tables are not valid as a site-specific drawing 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the govertung building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. 35 40 45 50 34.7 -44.5 35 2 -45 1 35 6 -45.6 36.1 -46.2 36.5 -46.7 36 9 -47.2 37.6 -48.2 38.3 -49 1 39.0 -49 9 39.6 -50.7 40.2 -51 4 40.7 -52 1 41.2 -52.8 41.7 -53.4 42 2 -54.1 42.7 -54.6 43.5 -55.8 44 4 -56.8 45.1 -57.8 45.8 -58.7 46 5 -59.5 34.4 -43.8 34.9 -44.4 35.3 -45.0 35 7 -45.5 36.1 -46.0 36.5 -46.5 37.3 -47 5 38.0 -48.4 38.6 -49.2 39.2 -499 39.8 -50.7 40.3 -51.4 40.9 -52.0 41.3 -52.7 41.8 -53.3 42.3 -53.8 43.1 -54.9 43.9. -55.9 44.7 -56.9 45.4 -57 81 46.01 -58.6 34.1 -43.2 34.6 -43.8 35.0 -44.4 35.4 -44.9 35 8 -45 4 36.2 -45.9 37.0 -46.8 37.6 -47.7 38.3 -48.5 38.9 -49.3 39.5 -50.0 40 0 -50.7 40.5 -51.3 41.0 -52.0 41.5 -52.6 41.9 -53.1 42.8 -54.2 43.6 -55 2 44 3 -56.1 45.0 -57.0 45.7 -57 9 33.8 -42.7 34.3 -43.3 34.7 -43.8 35.2 -44.4 35.6 -44.9 36.0 -45.4 36.7 -46.3 37.4 -47.1 38.0 -47.9 38.6 -48.7 39.2 -49.4 39.7 -50.1 40.2 -50.7 40.7 -51.3 41.2 -51.9 41 6 -52.5 42.4 -53.6 43.2 -54.5 44.0 -55.5 44.7 -56.3 45.3 -57.2 CATEGORY Engineering Services, Inc. 5 1600 5. Federal Hwy Ste 207, Pompano Beach, FL 33062 )954) 784-6991 Tel / (954) 781-5708 Fax / info@c5es.com / Ch 825854 ULTIMATE WIND SPEED (moil) = 170 EXPOSURE CATEGORY = C Tables are valid for the following conditions only: 1 Wand Speed, (V, 5, 3 -second gust) = 170 mph 2 Risk Category 0 (General Residential and Commercial Construction) 3 Exposure Category C 4 Topographic Factor (Kat) 1 0 (Flat Terrain) 5 Directionality Factor (Kd) 0 85 6 For situations requiring Kd=1 0, multiply the values in these tables by 118 Venfy Kd requirements with local building official and product approvals before use 7 Enclosed Building Gcpt = 0 18 Consult an Enalneer for anv other condlHons Instructions I Tables show the "worst case" design pressures, with any unknown variable at its critical condition 2 Tables are valid for any roof slope For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height If average cannot be determined, use the peak roof height Round up the roof height to the next highest table value 4 Calculate the tributary area (length x height) of the opening in question Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet) 5 Area between structural mullions shall be used as tributary area 6 Determine the Zone (Intenor 4, or Exterior 5) of the opening An opening with any portion closer than distance "a" to a budding corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building corner, the opening shall be considered in an Interior Zone (4) 7 Distance "a," as refered to above, shall be calculated as the smaller of 10% of the minimum building width or 40% of the height, but not less than 3 feet. 8 Read the worst case positive and negative design pressures for use as required by governing building department Emma T. Mellinger, P.E. FL P.E. # 50049 Date: February 12, 2013 Not Valid without Signature and Raised Embossed Seal R`N1\'JI M IAM I•DADE 1�%1k1►1d'j DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Comity) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin 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 coinply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miatni-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 Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's naive or logo, city, state, modeUseries, 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# 12-0221.05 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv MIAMI•DADE COUNTY ' i:I11;h11111 / /41z40 NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/11/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, 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 ander NOA#09-0312.08) 2. 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-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. 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#09-0312.08) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, 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) Manuel Per , P. Product Control Esemi► r NOA No. 13-O21J 03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E-1 Eco Windows Systems. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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) 6. 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-08-2229, 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 & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. 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 Candido F. Font, P.E. (Submitted under NOA#09-0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al-Farooq Corporation, complying with FBC-2010, dated 01/27/12, signed and sealed by Javad Ahmad, P.E. (Submitted cinder previous NOA#12-0221.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Perez;' . Product Control Examin r NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E-2 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, E. MATERIAL CERTIFICATIONS 1.. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0221.05) 2. Proposal No. 08-1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under NOA#09-0312.08) G. OTHER 1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Systems, LLC. for their Series "Eco -Guard - 200" Aluminum Horizontal Rolling Window — L.M.I., approved on 04/26/12 and expiring on 05/27/14. 5/Viattality_../ Manuel Pergx; '.E (/�-- Product Control E,: mi NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E-3 3 1/2" MAX. HEAD/SILL CORNERS 72" r 3 1/2" MAX. HEAD/SILL u CORNERS • FALS MUNTINS (SURFAC: APPLIED) MA BE USED ECO -GUARD SERIES -20Q ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 31 1/4" D.L. OPG. 35 3/8" VENT WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STU ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD 0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 0. LY. 32 3/4' D.L. OPG. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATION 1/8' HEAT 51REN'O. GLASS .090" INTERLAYER BUTACITE PVO BY 'DUPONT' -1/8" HEAT STREN'O. GLASS SIUCONE DOW CORNING 899 GE SCS 2000 CO m GLASS TYPE 'A' 32 3/4" D.L. OPG. 36 7/8" VENT WIDTH 1/8" HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8' HEAT STREW °. GLASS r ID SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'B' GLAZING OPTION$ 1 111" WINDOW WIDTH I / I I �� I I I I 32 3/4" 10 5/8" MAX. HEAD/SILL CORNERS D.L. OPO. 1 1 1 mg A I [THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Enyr-. JAVA() *WAD CMA FIA PE 70592 C.A.N.I 3538 15 201 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Bxp ri.ton Date Dy /r % Wu , ate -/ Sl-!rif4; Product Control i4 R o ° L. N m� c 4) 4 0 0 0 0 0 c m S •I Ii 1199 rowin9no. W09-121 (sheet 1 of DESIGN LOAD CAPACITY - PSF (00, 00 OR XX SIZES) W/0 RINE. WITH RHINE. WINDOW DIMS. A GLASS TYPE 'A' GLASS TYPE 'B' HEIGHT (EXT.(+) INT.(-) EXT.(+) INT.(-) 4 1 70.0 80.0 80.0 90.0 26" 4 70.0 80.0 (3) 6 70.0 80.0 WIDTH 28-1/2" 37" 53-1/8" 74" 28-1/2" 37" 53-1/8" 74" 26-1/2" 37" 53-1/8" 74" 26-1/2" 37" 53-1/8" 74" 24" 30" 48" 60" 72" 24• 36" 48" 60• 72" 24" 36" 48- 60" 72" 24• 36" 48" 60" 72" 4 38-3/8" 4 (3) 6 8 50-5/8• (4) 63" (5) 24• (2) 36• (3) 48" (4) 80" (5) 4 70.0 70.0 70.0 80.0 80.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 1 90.0 80.0 1 90.0 80.0 1 90.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 4 88.9 77.5 80.0 90.0 6 70.0 .0 80.0 90.0 F X00 7 70.0slitk } 80.0 80.4 �'I-i8:0-1-SO:0u I 80.0 90.0 80.0 1 80.0 90.0 80.0 I 80.0 90.0 80.0 1 80.0 90.0 80.0 1 80.0 90.0 80.0 1 80.0 80.0 80.0 80.0 I 80.0 80.0 1 80.0 80.0 1 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 1 80.0 80.0 1 80 0 4 70.0 6 70.0 6 1 70.0 8 1 70.0 4 1 70.0 4 70.0 6 70.0 6 1 70.0 8 1 70.0 4 1 70.0 4 70.0 6 70.0 I 6 1 70.0 6 I 70.0 4 1 70.0 4 1 70.0 90.0 90.0 90.0 90.0 90.0 goo I 90.0 90.0 90.0 90.0 90.0 80.0 I 80.0 I 90.0 6 1 70.0 70.0 1 80.0 1 90.0 8 1 70.0 70.0 1 80.0 1 90.0 8 1 70.0 1 70.0 80.0 1 87.6 A = 140. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAM8 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' 1 DESIGN LOAD CAPACITY - PSF (XOX SIZES) 8/0 REINF. WITH REINP. A GLASS TYPE 'A' GLASS TYPE 'B' EXT.(+)11NT.)-) EXT.(+) INT.(-) WINDOW DIMS. WIDTH HEIGHT 74' 26" 106-1/4" (3) 111" 74" 38-3/8" 106-1/4" (3) 111" 9 12 12 12 12 74" 50-5/8" 9 106-1/4"(4) 12 111" 12 74" 106-1/4" 63" 111' (5) 72" 84" 24" 96" (2) 108" 72" 84" 36" 98" (3) 108" 72" 84" 48" 98" (4) 108" 72" 84" 60" 96" (5) 108" 70.0 I 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 80.0 80.0 70.0 80.0 80.0 9 70.0 70.0 80.0 12 70.0 70.0 80.0 12 70.0 70.0 80.0 9 70.0 80.0 80.0 9 1 70.0 80.0 80.0 12 I 70.0 80.0 80.0 12 70.0 80.0 80.0 9 70.0 80.0 80.0 9 70.0 80.0 80.0 12 1 70.0 I 80.0 80.0 1 12 1 70.0 80.0 80.0 9 70.0 80.0 80.0 9 70.0 80.0 80.0 12 70.0 80.0 80.0 12 70.0 80.0 80.0 70.0 70.0 80.0 70.0 80.0 19 70.0 i2 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90_0 82.6 80.4 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 60.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 80.0 90.0 70.0 70.0 80.0 87.6 A = NO. OF ANCHORS PER HEAD & SILL ( ) - N0. OF ANCHORS PER JAMB (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) W/0 REIN?. WITH REINP. WINDOW DIMS.A GLASS TYPE 'A' GLASS TYPE 'B' IfO1098 EXT.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH 74• 106-1/4" 111" 74" 106-1/4" 111• 74• 50-5/8" (4) 74• 63" (5) 26" (3) 38-3/8• (3) 72• 84" 24" 98" (2) 108" 72" 84" 36" 96" (3) 108" 72" 84 48" (4) 96" 72" 60• (5) 9 70.0 12 70.0 12 70.0 9 70.0 12 - 12 - 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 - 80.0 90.0 - 80.0 90.0 9 70.0 80.0 80.0 90.0 9 70.0 70.0 80.0 90.0 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 - - 80.0 90.0 9 70.0 80.0 80.0 90.0 9 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 A NO. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMB 1 (1/48) (1/2W) (I/4W) , `$ 1- - OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH XOX' a ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E)300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 Ener: JAVA() AHMAO CML TLA PE / 70592 CA.H. 3530 PRODUCT REVISED s complying with the Florida Building Codo Acceptance No Ea ''ration Dote nu3 MiemiJ 14 ode Product Control i a1g? c' It �n� og a o + 0 1 §" 1 drawing no. W09-121 )sheaf 2 of 7 1 da TYPICAL ANCHORS SEE ELEV. FOR SPACING O J w z K TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING . RS MIAMI—OADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEA ED WITH JOINT SEALER. P TYPICAL ANCHORS ley SEE ELEV. WOOD BUCK FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCKS ANO METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GAZING SYSTEM AND TRANSFER THEM TO_ THE BUII QNN_STRUCTURE. SEE ELEV. FOR SPACING 1/4" DIA, TAPCON BY 'ITV/. (Fu..120 KSI, Fy=92 KSI) 1/4" DIA. ULTRACON BY 'El CO' (Fu -l77 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MAS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N14 SM$ OR SELF DRILLING SCREW$ (GRADE 2 CRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 P51 MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. Engr: JAVA° *WAD CML FA. PE 1 7l 92 C.A.N. JS PRODLICF REVISED us complying with the Florida Building Code Acceptance No Ex irollon DMc B 152013M`"" do Product Control t3 1 COMP -ANL\W09-12EC0 gR �o 2. N s o�AI 0 0^ S.. I s 9 drowing no. W09-121 (sheet 3 of 7 ) {00321-t0M\1M/-dn00_-- 8L69•Z9Z(SOE)'XV. 00i13rs <SOE) 131 6LTE8 VO180141WMW 3AV L8 'M'S SEZt LN3WdO13A301000OddSd33NIVN3 NOt1V2lOd21O0 boO2ivd-iv ZO6S-988 (SOC) WA 66N-589 (SOC) 131 i 8Lt££ '13 A310311 1332115 901. 'M'N 1,1. L6 'OTl `SW3ISJS MOONIM 003 (7111) 'M0N OMTXa Z180H WIN oOZ-s3a3s C -003 'Aay 5538001, 'Jnrmi 133MS SIM/ 30NM3 Oq YV3,6107 0770 N3d 'n311 uol1Ou7SOD 1 II ( /a 11,0 7 I + QI✓M1 Jq •,o, zI- Io 81 60'L I'M Y I .I .Z /I 71O O I i OU) suo!slna3 � "6-I alonl 003Z1-601\1NV-dr103 /^ 9L69-z9z (SO£)'XVI 00V1-1,93 (SOE1'l31 � 9Li££ VO1a013 lwv)w 3AV L8 'M'S 333T 1N31.4d013A3(113flOOkld'P S3:133N19N3 e NOLLVUOd21O0 b0021VA--1v LO6S-S313 (Sof) XV3 66L5 -S31 (SOL) "131 8Ll££ 'l3 'A3103V1 1332115 90)'M'N 4116 -017 'SVOJSAS MOONIM 003 (nn) OtiP08'ZftlOH n(lv OOL-S323s OtlYf9-013 .11 A38 SS31IOOy '3nNn 13335 9111 3O mG CO. 133N5 5.1 3O11VM0 ax uonpuosao t g _ I -- -- %W �ua�lC Nf ll'.0 0 1 0111TH :iq •ip ( 0 I I znrlo e I — -- 41:1 3 3m i sJo{ea3 r _ w +z-zo '*'*9) IIVSTALLATiON DETAILS WITH FLUSH FRAME ADAPTER 0 0 d T.m BWVf 3NIV213 03XIA d3IdVOV 3IVJJ HSOIw pZ O NOVN1 ITIS q L 1 f0n JI u sl Ib 02 ( x T C r 02-24-09 j '!, revisions: G o Ino Dace ov O ? ' 50018: 1/2- I- J A 04.15.05 0/ (0 .0 8 0•.31.2 04,br www .1C 0...11.131 --I IV G Iebk by: 0escrlpu0n REV. PER BCCO COMAIXTS °MATED TO 2010 FOC O .CRESS REV. O 0V38 ONIZV10 V rn N> 4 N N O m m V m U A U N � O �y X r m n n 84 x O \ 9 0 4 V b m 4 x O b m O 11V21 1101108/d01 1N3A V ON1080JN1321 1331S - Om 0 a ton O O :6: 4,O.r F m m p OH y y O O O rn Om 0 0 881 O m I I D D y m P O� m u 4 m p y U m 1 p 14 m I I g m m m I 1 I I r � rn W� � m m o� �. n C V V 1 Z S S 5,5 ECO-GUPI8) SERIES -200 PLUM I8RIZ. ROL18 MDW. (LLLI.) ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 1 1 C 1 AL-FAROOQ CORPORATION ENGINEERS B, PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2548100 FAX. (305) 2626978 1 COMP -ANL \W09-12ECO a cI 1003Z1-60M\1NY-d1100 e 9L69 9Z (SOf)-rya OOS8-49L (90£)'131 VLT£E VOIL101d'(wVIW 3AV L8 'MS SEZZ 1N3 Wd013A3O 10f1OOLld'8 S7333NION3 NOILVelOd210O bOO21V1-1v ZO6s-9e9 (sof) xve 66Zs-sae (sof) �3t 9Ll££ '.131031 13361S 901 M'N 411.6 '077 'SVV31S.kS MOONIM 003 I ('m"7) 101 Ota -nos _2121(3( MTN OOZ-33 833 OKID-O33 'AU SS31100 ':nNvn 133IZ SiHI 30.111-3 ON 1MHS SIH1 3%0,0 ON U0.10U0530 i. �a row[ 6 C\1 ZVIVO 8 1a n 130'01,1)v 1 [ -1 ...Z/1 /:qox[ AO a100 ou) -- --- -- 0 o :SU0 S A7J 1- I 60-tZ-Z0 :a1oo [ . `vcn e%, MIAMIDADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 100" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.L)", sheets 1 through 6 of 6, dated 02/12/09, with revision B dated 01/11/13, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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# 12-0223.24 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy MIAMI•DADE COUNTY APPROVED NOA No. 13-0206.04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 Page 1 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision B dated 01/11/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted ander NOA#09-0224.07) 2. 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 installation diagram of a 106-1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15, 2009, signed and sealed by Candido F. Font, P.E. (Submitted under NDA#09-0224.07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0224.07) 4. 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 installation diagram of a 53-1/4" wide x 76-1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0224.07) Manuel P,et•ez, P E. Product ControIExa er NOA No. 1 - 06.04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 E-1 . Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 01/30/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.24) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.24) G. OTHER 1. Notice of Acceptance No. 12-0223.24, issued to Eco Window Systems, LLC for their Series "100 ECO -Guard" Aluminum Single Hung Window — L.M.I.", approved on 05/03/12 and expiring on 04/08/14. Manuel Pe •ez, P, Product Control Exapiiner NOA No. 13-02O6:04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 E-2 53 1/8" WINDOW WIDTH 47 3/8" 01.0. (FIX. LITE) e MAX. 12" MAX HEAD HEAD CORNERS 1- 1 IA II II .. II 5 els b /II M O J 0 tog "- J O FALSE MUNT INS (SURFACE APPLIED)— OPTIONAL ECO -GUARD SERIES -100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 140 ANCHORS AT SILL 47 3/8" D.L.O. (VENT) 50 3/16" • VENT WIDTH EQUAL LITES W 6" MAX. HEAD CORNERS M x m O 0 0 aI N FALSE MUNT INS (SURFACE APPLIED) - OPTIONAL TYPICAL ELEVATIONS TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 53 1/8" WINDOW WIDTH 47 3/8" D.L.O. (FIX. LITE) 12" MAX. HEAD II I NO ANCHORS AT SILL 47 3/8" D.L.O. (VENT) 50 3/16" VENT WIDTH UNEQUAL LITES (ORIEL TYPE) Ener: JAVAD AHMAD CNI1 FLA. PE CAN. PRODUCT REVISED as complying with the Florida 70582 Building Code 38 Acceptance No •i Cri- Eaptrallon Dote )4- 1 By -11 e1 M 7Daie Product ConIe ECA-GUARD SERIES-100 ALUM S.H. WOW. (LM.1.) drawing no. W09-08 1 [sheet I of 6 ) EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT4-) 19-1/8" 78.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 32" 26" 75.0 90.0 75.0 90.0 37" (3) 75.0 90.0 75.0 900 40" 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53-1/8" 75.0 90.0 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 32" 38-3/8" 75,Q 90.0 75.0 90.0 37" (3) .17.75-.0 90. 75,0 90.0 40" 75. 0.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53-1/8" 75.0 90.0 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 28-1/2" 75.0 90.0 75.0 90.0 m 32" 50-5/8" 75.0 90.0 75.0 90.0 37" (4) 5.(5 90.0 41, 75.0 90.0 cc 40" 7�� '--483:17---'--483:17---75.0 90.0 III" 48" 75.0 90.0 75.0 90.0 S' 53-1/8" 75.0 90.0 75.0 90.0 O i 19-1/8" 75.0 90.0 750 900 Z 24" 75.0 90.0 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 1 ° 32" 63" 75.0 90.0 75.0 90.0 99 37' (5) 75.0 90.0 75.0 90.0 w 40" 75.0 90.0 75.0 90.0 48" 75.0 9Q.0 75.0 90.0 5 53-1/8" 75.0 I 90)3) 75.0 90.0 4" 192 ' /5.0 ay., 75.0 90.0 V1 24" 75.E� 0 75.0 90.0 i 26-1/2" 75.0 fir'' 75.0 90.0 m 32" 76 900 75.0 90.0-yI 37" (6)) 75.0 90.0 75.0 90.0 I u. z 40" 0 90.0 75.0 90.0 48" 7 0 75.0 90.0 9 Z 53-1/8" r 75.0 r 90.0) 75.0 90.0 1 12 WIDTH EQUAL LITES UNEQUAL LITES WINDOWS I DESIGN LOAD CAPACITY - PSF 1 FLANGE DIMS. CLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT Exr.(+) . INT.(-) EXT.(*) 1NT.(-) 19-1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 Q( 32" 50-5/8" 75.0 90.0 75.0 90.0 37' (4) 75.0 90.0 75.0 90.0 a: La i 40" 75.0 90.0 75.0 90.0 O. X 48" 75.0 90.0 75.0 90.0 ¢ 53-1/8" 75.0 90.0 75.0 900 Z 19-1/8" 75.0 90.0 75.0 90.0 o 24" I 75.0 90.0 75.0 90.0 6. 26-1/2" 1 75.0 90.0 75.0 90.0 O 32" 63" 75.0 90.0 75.0 90.0 0 37" (5) 75.0 90.0 75.0 90.0 w 40" 75.0 90.0 75.0 90.0 48" - - 75.0 90.0 b 53-I/8' - - 75.0 90.0 z 19-1/8" 75.0 90.0 75.0 90.0 1 24" 75.0 90.0 75.0 90.0 F 26-1/2" I 75.0 90.0 75.0 90.0 w 32" 76" I 75.0 90.0 75.0 90.0 37' (6) 1 - - 75.0 90.0 Z qp• 1 - - 75.0 90.0 48" - - 75.0 90.0 9 53-1/8" I - - 75.0 90.0 • /8" HEAT STREN'D. GLASS 3/16" HEAT STREN'O. GLASS .090" INTERLAYER \ .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" HEAT STREN'D. SILICONE BUTACITE PVB 8Y 'DUPONT' 1/8" HEAT STREN'D. GLASS I GLASS SILICONE DOW 899 GLASS TYPE GLAZING OPTIONS 7 a DOW 899 GLASS TYPE 'H' WIDTH UNEQUAL LITES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 Engr: JAVAO AMMO CML FLA 11E 170592 CAN 3538 1•RODUCT REVISED as complying with INC Florida Building Code AcceptanceNo� C. 'ration ralion Dade �( Ily /r ,;f,• ,., 1 C 201'11Miami/Dade Product Cont01 5 '( • qM 4 EN 0 . II �.r cm- g 074- 0. a t drowing no. W09-08 (sheet 2 01 6 1 IBY 6000 BUCK d• I. II I 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 I i r-_-_7111 II I :ra LL 'rl II _ a F g METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING , / 0 6 MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA _IL 2 •COD BUCK OR W000 TYPICAL ANCHORS \ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE STRUCTURE. PICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fo.120 KSI, Ey-92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1- 1 /2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1- N. EMBED MASONRY 114" DIA. TEKS OR SELF_TRIWNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK, MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4114 SM$ OR SELF DRILLING SCREW$ (GRACE 2 CRs) INTO MIAMI -DACE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE ('e - 3000 PSI MIN. MASONRY Em - 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Engr. JAVAD AHMAD CML FLA. PE II 70592 C.A.N. 353E "RODUCT REVISED PS complying with the llorldn Dnildwg Code Acc' h ncc No r` RsTir tion Date 20N� 2013 'Dy J le Product ConUol 1 I o€ 0u C U u'�i6o 0 SI �' I r 3 n 8 a 8 BW09—rowing 08 no. r (shee IAoi 6 J 4 N N O j 10 b; U egOa 01 C1. 4 N — 4. H co; m x m x 3 3 3 3 3 3 3 3 3 3 >y' I, 4 0 U U 100 O V ♦ V 0 0 U 84 v ° dote: 02-12-09 11 revisions nn$(e ) '4eswllq[lon I sc01C 1I2• I• 11 A 02.I .i CAMBE NIS SHEET B 01.11.13 IVNI.F. ADDRESS REV. (w, OF: 4440 J JJI chk bT. AA 8,8 88 7,."O AZ O � mP OE O D O Q > Q O I X O A Z �, Z m F't- 01 9$ i Q 2 O RL. C> C 2 S S � N N M 4 n 2$ To'' U K 0 ECO -GUARD SERIES -100 ALUM S.H. WDW. (LILL) ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAx (305) 885-5902 I QQ� 11 SNNYryaa/aanaans/dNYN AL-FAROOQ CORPORATION I a ENGINEERS & PRODUCT DEVELOPMENT f 1.235 S. W. 87 AVE MIAMI, FLORIDA 33174 C1 I TEL (305) 264-82.00 FAX. (305) 282-6978 1l, - -- COMP-ANL\409-08ECOj 03390-bOM\lNV-dV403 SL69 9Z (SOS) "%'ad OOT9-1,9Z (SOE) 931 VLTS£ VOIMOIA '1wViw 3AV LS 'M'S SECT 1N3Wd013A30 y3r10OMd 9 Sd33NION3 NO11V?JOd)1O0 bOO2JVd-1V ZO6S-S88 (S0t) %V3 6628-489 (SOO '131 SL l ££ 1J 'A3103W I 1332l1S 901 'M'N 4116 1 '011 'SW31S)S MOONIM 003 MT -11 'MOM '14'S rum OOl-S3183S 08V(19-033 I f` I I 'A78 ss38aav '3rwri1 cl'Ir16/18 1 133,S SIH: 30AV147 ON Zr'S1'Z6 r UO11000SV AO 0180 Our 4sJoTsiAaf1 :la ,N.1 d 00 f0 co O11M1 :.ra •,9 O °e .l .Z/l apxl 'O O 60-ZL-ZO :atop J' INSTALLATION DETAILS WITH SNIHS '%WI .1/l 1.6188 0 2.750 .062 a 1 1 .813 -- 2.812 FRAME HEAD 1.202 I .750 2.750 1.375 1 1.2 f- -.062 I 2.73 1.929 1.750 -1 422 FIX. MEETING RAIL ---1.340-- .062 2.083 1 L -1.140 - VENT TOP RAIL \'J VENT SIOE RAIL 2.027 .045 -1.281--i 1.140 - 2.061 2.874 FRAME JAMB GLAZING BEADS 1 4341 062 0 1.067 .621 Rfl 1. -1.140--- ® VENT BOTTOM RAIL I .874 0 2.974 1. 3.002 .500 2.750 FRAME SILL .500 2.688 - j .062 - 2.611 T J.769 23 FLUSH FRAME ADAPTER FRAME CORNERS DETAIL VENT CORNER DETAIL Engr. JAVA° MOOD CML FLA PE 1 70592 0.6.14. 3538 / PRODUCT REVISED us complying with the Florida Building Code Acceptance Nof �c c4- PqcpitalionDate i...!,2C14- Miami ode Product Control �'U o � � N rif W K co cn „c• p o "� Z • Zo o U cow W 01 ECG -GUARD SERIES -100 drawing no. W09-08 sheet 6 o1 6 J ga‘tr.a c=1,0va, ,111.1 ata, vat ,w-ya, MIAMIDADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforrn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may irnmediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 300" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco -Guard Series -300 Alum Fixed Wdw. (L.M.L)", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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# 12-0223.25 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIA] 1I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SIV 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.eovleconomv MIAMI•DADE COUNTY NOA No. 13-0206.05 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 Page 1 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by A1-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 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 2. 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 installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted wider NOA#09-0413.08) 4. 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 installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5. 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 installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) Manuel Perez, E. Product Control Exam' ter NOA No. 13-0 06.05 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E-1 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. 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 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitter) under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 01/27/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 12-0223.25, issued to Eco Window Systems, LLC for their Series "300 ECO -Guard" Aluminum Fixed Window — L.M.I., approved on 05/03/12 and expiring on 06/17/14. Manuel 1 erez, P:E71 Product Control Examiner NOA No. 13-020 5 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E-2 --1.608 8Q 1.1311 us I.000 1 082 I--- -2.750 for .875 \'l FRAME HEAD/SILL/JAMB -1 .750 r- .8113 • .803 .050--11� I GLAZING BEAD 0) ANCHOR COVER 2.888- - F.062 ( 89 2.611 O FLUSH FRAME ADAPTER ECO—GUARD SERIES -300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO 8E AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNTINS (SURFACE APPUEO) OPTIONAL WINDOW HEIGHT WINDOW WIDTH D.L. OPG. 6" MAX. _ _ HEAD/SILL CORNERS 12" MAX. HEAD/SILL TYPICAL ELEVATION GLASS D.L.O. DIMS, D.L.O. HEIGHT = WINDOW HEIGHT - 3.625" D.L.O. WIDTH v WINDOW WIDTH - 3.625" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AIIMAD Cr Ft ANPE. 3y38``70592 C IRODUCT REVISED us complying with the Florida Building Co& Aueplance No / Soplranfonn Date By l / Mmmj Ude Product 5 2013 drowing no. W09-20 (sheet 1 of 5 ) 0030Z-60MClM1-dry1�O0 ) Th' 8L9 <9 6 L9L 0£) 7[b'd 0009290 (00E) -131 4LSO9 VOIHO1d'IWVIW 3AV LS 'M'S 5000 163 W d013A30 iOfOOLd '8 S2133NI0N3 B Nouv210d1300 aooav*-w *Oo r- pl Z W ^ F0+ O O O O O C 0 0 0 0 P P P P P P O O O O O O W W W 0060-089 (GOC) >NA 6600-090 (000) -131 9L LET 13 '1310311 133815 90) 'M'N 17)L6 "0T1 'S1^13ISAS MO0NIM 003 ('I'11'l) 'MOM 03Xti NnT7 00 -S3I 3S ONVf10-003 pOp p Op O O o O O O 01 01 001 T OOi T T PO 2F-9 0 0 0 0 0 0 0 0 0 0 0 0 0 0- W,2 m m m m 9 9 m 22822 m m .F.. U v O 0. fl 2 m u � ^ O H y O O DESIGN LOAD CAPACITY - ISI o . . o • i i i 1 O O O 2m9 p 0 0 0 ,tI O O P 0 n n 0 0 O O W rl fl r h h n I b \ \ \ . \ n nN 2 N h N n N n ,l1 n N o O0 0 010 W 0 0 0 o q 0 Io g a W gig W O O O O O O m 9 E m g a01m W O 0 0 0 0 0 1 O O 22222822 O O O • n ;; 0 0 0 rn w a 0 0 U m 0..00°00 2 8 2 8 2 2 2 0o op O O O O 0 0 0 0 0 0 0 n n n n n n n m m 0 5 00000000 P o O SW 0 0 0 0 W P W M 'A3L SS3000v 'o -wort O6 0100 01 01vOdf1 063960: 0736 03d 'A30 OOilOUOSa01 50 0 0 0 0 0 0 0 0 T PO W O 001 OOi 0 m W P Hi 1' 11' 10 1 3165.1 310 ,o1 01'0'10 0 1 — - --- 60'Qrs6l r I -0-,1-_0/1 :alcas1 0100 yo�u, - - s1lo!S.WJ) 1 60-00-00 :ap00, O o oto o .... o 0 0 0...1.. 001W OW I P 00i l 001 m A W A A 0 p O o O O O O O O O O O p Op O 0p op O p Op O O O O O O O O O O O O O O O O O O m m m O m m 0 iD O W E l0 m m O m 10 W m m 0 oD 0 m '� O� 01p 00 0m m a m O 000 m O O O O O n N O O O O N O O O O n n O 0 N m W 0GI/O h O O n n 000 m m m On ,O n C� m� r n �0 000 o0p m� n n 000 m n b JWf m1 Q m n00 0m n O O O O O O m N N N 0 0 0 ?,H;;;;;3;;;;' m N 0 0 0 0 m n O O O n W �yfyy�yfjjl O '1`�I m O O N n n n n; .o pQ' o O N V 'n n N; b r n n n Y In n m nm m n n n n 10") .Of 0♦ N t00 IDD n N n n 0 0 ID 100 b n N r0) n Y 0 N ,00 0 n GLASS TYPE 'G' :, n n+: n+ .n N r4i n 4 mr N o m v ry n n n n 5 1 :> iii \_ HL0N31 500815 3 O Z 1 3 I _ 813831 'M 03 //JJI N �J 813831 'M 810831 '5 813631 5 WINDOW WIDTH Tr 0 3 S; 3. 1 %L--- M 813831 x x O O O I �� O I •••,.,`1 i 3 3 810831 'M N TYPICAL ANCHORS SEE ELEV FOR SPACING EXTERIOR uAr Jar .a • n V 3 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. / I" 181' WOOD BUCK s TYPICAL ANCHORS SEE ELEV. FOR SPACING RY`Y(OOD BUCK OR 8000 ST TYPICAL ANCHORS SEE ELEV. FOR SPACING 1!CPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON RY 'ITW' (Fu -l20 KSI, Fy..92 ESI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO o UI 8 W • 1 g N� 1/4" DIA. TEKS OR SELF DRILLING SCREW CRS) 3 m (GRADE 5 'WO O ")n INTO METAL STRUCTURES N - Z . c STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ?, ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) J 0 O (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) of LWU w w C� Y14 SMS OR SELF DRIIJJNG_ .SCQEW$ (GRADE 2 CRS) W INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. MASONRY CONCRETE l'C - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK ('m - 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Eng, JAVA LAHMAO PRODUCT REVISED CIVIL na cpmplytny with the Florida F O.APN ..705D2 Ruitemg code Acceptance No (/ lFgpirnlbu Date Ully r 'J �L r.aylrimi otc Product Cp 1881 JAN 15 ;ogg ✓ 4 (drow'rng no. W09-20, [sheet 3 of 5 ITEM M PART F REND. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 14301 2 FRAME HEAD/SILL/JAMB 6063-96 - 2 FY302 AS RE00. GLAZING BEAD- 7/16" CLASS 6063-16 - 3 FY303 A5 RE00. ANCHOR COVER 6063-15 - 4 E203 AS REOD GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-50 1 GLASS SPACER - I/8" HIGH SIUCONE FRANK LOWE 6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 - FLUSH FRAME ADAPTER 6083-T8 OPTIONAL wo- TYPICAL ANCHORS SEE ELEV. FOR SPACING /4" MAX. SHIM MWAI-DADE COUNTY APPROVED 'MULLION SEE SEPARATE NOA CB) I/8" THK. ALUM STRAP 0.1 J I rn TYPICAL ANCHORS SEE ELEV. FOR SPACING • T7�i2S'S' 2:Y WOOD R WOOD STRUCTUR WINDOW WIDTH II EXTERIOR D.L. OPG. WINDOW WIDTH WINDOW WIDTH RECT. OR SQUARE WINDOWS 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS CIRCULAR WINDOWS CORNERDBTA1L 1/4" MAX. SHIM WELDED JOINTS TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE Engr: JAVAD ANMAU CML FLA. PE / 70592 C.A. 3538 MITER CORNERS 'PRODUCT REVISED ns complying with the Florida Building Code Acceptance No%3"CW Z5 Brtiratien Date jL/ _�f,G(Q. Miami aie Product Conlyd 15 2013 - J I � $ J i 1 drowing no. W09-201 sheet 4 of 5 ( 1/4- MAX. z s0 SHIMS INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER m < N D �Or h n= -0 �o 7g nrn v0 A= O LZ•i N g w � r 03-23_09 _ (revisions: I I ECO -GUARD SERIES -300 ALUM FIXED WDW. (LM.I.) --- o -- - __ Ino aace ov aescnpt,on - =' O E. 000L 1/2' t' 1 A 05.16.05 No CHANGE 916 SHED I, ( ECO WINDOW SYSTEMS, LLC. DI O ,o • 18 01.30.12 No CHANGE 916 SNEn 1 9114 N.W. 106 STREET o I Ia. mAAII0 I c1•3 0__01.11.13 MM'uF, hp00005 acv. 1 ,MEDLEY, FL. 33178 U' 0 ° 1cnk. Ey. )' I__, 1 j . , TEL (305) 885-5299 FAX (305) 885-5902 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1.235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 L _ a FAX (305) 262-6978 ` Cj COMP-MOWN-20ECO RY,Aa,t MIN E.:4.1E.01QA1Ga041, eta�0►1 Rataz,fyy DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 NW 75'h Ave Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ML -100" Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. W04-05, titled "Series Tube Mullions", sheets 1 through 7 of 7, dated 05/02/04, prepared by AL-Farooq Corporation, with latest revised "D" dated 03/21/12, 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 Small Missile Impact Resistant. LIMITATIONS: Any Sheet Metal Screws (SMS) And Any TEKS Screws Shall Be Equal Or Greater Than SAE Grade 2 (Minimum Fy Of 57 Ksi (Yield Strength) And Minimum FU Of 74 Ksi (Ultimate Strength)). LABELING: Each unit shall bear a permanent label with 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 revises NOA No. 09-0128.14 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/Dere/ MIAMt.DADE COUNTY APPROVED �`�1ct1L NOA No. 12-0410.19 Expiration Date: August 19, 2014 Approval Date: June 28, 2012 Page 1 R. C. Aluminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04-0608.05) 2. Drawing No. W04-05, titled "Series Tube Mullions", sheets 1 through 7 of 7, dated 05/02/04, prepared by AL-Farooq Corporation, with latest revised "D" dated 03/21/12, 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 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 2411 3.2.1, TAS 202-94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4024, dated 01/14/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0608.05) 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 2411.3.2.1 (b) and TAS 202-94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-03-1346, dated 09/16/03, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 04-0608.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by AL-Farooq Corporation, dated 03/29/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E 1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jaime D. G''Ascon, P. E. Product Control Section Supervisor NOA No. 12-0410.19 Expiration Date: August 19, 2014 Approval Date: June 28, 2012 R. C. Aluminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 03/20/12, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. Notice of Acceptance No. 09-0128.14, issued to R. C. Aluminum Industries, Inc., for their Series "ML 100 Aluminum Tube Mullion — L.M.I.", approved on 04/08/09 and expiring on 08/19/14. Jaime D. Gascan, P. E. Product Control Section Supervisor NOA No. 12-0410.19 Expiration Date: August 19, 2014 Approval Date: June 28, 2012 E-2 3210-1oN\NOInnY1 1 - 9L69-z9Z isoC) 'WA ooT819Z (sot) ,31 VLTEE VOILO1 .111MW 3AV L8 'M'S SELL r_- 1N3Wd013A30 .OfOOl1d'Y S2133NION3 e) NOLLVHlOd?JOO aooavd-TV 1810-Z6S (SOC) 'xtl1 SISI -065 (SO£) ,31 ZZ IEE 'l3 'IWVIY1 '3AV Hi SL 'M'N SOBZ 'DM S31a1Sf14NI lf1NIWl1V '3'a SNOIT1f1W 38tH 394 0100 01 03100d - 3a1 COOL 904 0309090 381 •000 901 031YOdn S1M31m03 0309 aid 'Na I,1 :w ,1131 01"1ZTO 0 1 :Al90'0Z'6C 0 1 1 019090 .ry 'M' 906001 9 I - - -- - 10"0110 Y 1 I -.1 ...0/1 s,CS 1 oo l() N O I o UO(0u3SaP AQ alOp "j - INf1NIWfl1V--_1 suo!s!na11_� so -So :alopl a r ULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING O N OV 4.4 (]C m 2.1 I Eo4• o5 -D2 -os -o2 -o. R 0 F. I woke 1/2' = 1• I N'A 0 1 0 0 tr. ,P . by: AID V (11 IGnk. by. revisions: 73.0 by A 1zi.o. 8 10.09.06 C 22.0E D 32, 12 aesorlotlon NO CHANGE THIS SHEET UPDATED FOR 2004 FBC N0 CHANGE THIS SHEET UPDATED TO 2010 Fec I0 v) U tirrstir d d p P N 'm 2 p ,3x E .- p m I P 5::'s z Lm u 1 ALUMINUM TUBE MULLIONS R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 1.1 TEL (305) 592-1515 FAX. (305) 592-2184 ti 1 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 2668100 FAX. (306) 282.6978 1 a C) MUWON\M04-05RC DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 11 X 3 1 X 4 WI0164 (W)'MULL SPAN STD. STD. 19-1/8" 150.0 150.0 26-1/2" 150.0 150.0 30" 150.0 150 0 37" 42" 48" 38-3/8" 54 60" 66" 72" 19-1/8" 2 X 4 STD. 150.0 150.0 1500 150.0 150.0 150 0 150.0 150.0 150.0 150.0 1500 137 150. 150.0 124.0 150.0 150.0 112.7 150.0 150.0 103.3 150.0 150.0 150.0 150.0 150.0 1-1/2 X 4-1/2 CUSTOM 150.0 150.0 150.0 150.0 1500 150.0 2 X 8 STD. 150.0 150.0 150.0 150.0 150.0 150.0 2 X 6 HEAVY 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2" 150.0 30" 142.5 37" 115.5 42" 101.6 48" 50-5/8" 89.6 54" 79.2 60" 71.2 66" 64.8 72" 59.4 F19-1/8" 141 3 26-1/2" 102.0 30" 90.1 37" 73.0 42" 64.3 48" 60" 56.3 54" 50.0 60" 45.0 66" 40.9 72" I 37.5 19-1/6" 1122.1 26-1/2" I 88.1 37" 30" 77 8 63.1 42" 55.8 48" 63" 48.6 54" 43 2 60" 38.9 66" 35 4 72" 32.4 150.0 150.0 150.0 I 650.0 �.i 104.1 95.4 150.0 150 0 150.0 132.2 116.5 101.9 90.8 81.5 74 1 67 9 150.0 150.0 147.9 1199 105.6 92.4 82.2 73.9 61.6 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1 150.0 139.3 150.0 150.0 150.0 I 150.0 150.0 150.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 148.8 132.3 119.0 108.2 150.0 99 2 150.0 150.0 150.0 150,0 150.0 1500 150.0 150.0 150.0 150.0 150.0 135.0 150.0 120.0 150.0 108.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 I 150.0 150.0 150.0 I 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150 0 150.0 1500 150.0 150.0 150.0 1500 150.0 1500 150.0 150.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1500 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 1-1/2 1 X 3 1 X 4 2 X 4 4-1/2 2 X 6 2 X 8 STD. STD. STD. CUSTOM STD. HEAVY 74.6 150.0 150.0 150.0 150.0 150.0 53.8 115.4 150.0 150.0 150.0 150,0 I 47.5 101.9 148.9 150 0 150.0 150.0 38.5 82.6 120.7 150 0 150.0 150.0 33 9 72.8 106.4 150.0 150.0 150.0 74-1/4" 29.7 63.7 93.1 150.0 150.0 150.0 26.4 56.8 82 7 150.0 150.0 1 150.0 23.8 51.0 I 74.4 150.0 144.1 150.0 21.6 46.3 I 67.7 136.7 131.0 150.0 I 42.5 62.0 125.3 120.1 150 0 51.5 110.4 1150.0 150.0 150.0 150.0 32.8 70.4 102.8 150.0 150.0 150.0 37.2 79 7 I 116,4 150.0 150.0 150.0 1 26. 57.1 83 4 150.0 150.0 150.0 23.4 50.3 71.5 150.0 150.0 150.0 64.3 143.8 140.8 150.0 39,1 ,J 57.1 127.8 125 1 150.0 51.4 115.0 1 112.6 1 150.0 32.0 46.7 104.6 I 102.4 1 150.0 29.3 42.8 95.9 93.8 150.0 74.0 108.1 50.0 150.0 150.0 WINDOW DIMS. WIDTH (W) MULL SPAN 19-1/8" 26-1/2" 30" 37" 42" 46" $4" 60" 66' 72" 19-1/8" 26-1/2" 30" 37' 42" 48" 84" 54" 60" 66" 72" 19-1/8" 26-1/2" 30" 37" 42" 46" 96" 54" 60" 66" 72" 19-1/6" 26- 1 /2' 30" 37' 42" 48" 108" 54" 60" 66" 72" NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 24.9 53.4 75.0 150.0 150.0 150.0 22.0 47 2 68.9 150.0 150.0 150.0 38.2 55.9 125.0 139.5 150.0 33.7 49.2 110.1 123.2 150.0 29.5 43.1 96.3 107.8 I 150.0 26.2 36.3 85.6 95 8 I 150.0 23.6 34 4 77.1 86.2 1 150.0 21.4 31.3 701 78.4 144.0 - 28.7 64.2 71.8 132.0 51.9 75.9 150.0 150.0 150.0 37.5 54.8 122.6 150.0 150.0 33.1 48 4 108.3 134.5 150.0 26.9 39.2 87.8 109 1 150.0 23.7 34.6 77.3 96.1 150.0 20.7 30.2 67.7 84.1 150.0 26.9 60.1 74.7 137.3 24.2 54.1 67.3 123.6 22.0 49.2 61.2 112.3 20 2 45.1 56.1 103.0 PRODUCT REVISED as co pi.lyin8 WIh the Florida Acccpl8 cmlo 1 1 AcccplancoNo{ - • 4 " 6 WI Dale 4.,.... o /i." Mlato .adc Product Contra TYPICAL MULLION ARRANGEMENTS WIDTH (W) _ DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 1-1/2 X 1 0 3 1 0 4 2 X 4 4-1/2 2 X 6 STD. STD. STD, CUSTOM STD. 37.9 55.3 123.8 I 150.0 27.3 39.9 89.3 111.0 - 24.1 35.3 78.9 98.1 28.6 64.0 79.5 WINDOW DIMS. WIDTH ()V) MULL SPAN 19-1/8" 26-1/2" 30" 37" 42" 48" 120" 54" 60" 66" 72" 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 88" 72" 19-1/8" 28-1/2" 30" 37" 42" 48" 144" 54' 60" 86" 72" HEAVY 150.0 150.0 150.0 146 1 25.2 56.4 70.1 22.0 49 3 61 3 43.8 . 54.5 128.7 112.6 100 1 39.5 49.0 90.1 - 35 9 44.6 81.9 1 - 132" I - - 32.9 28.5 41.6 I 93.0 40.9 75.1 115.6 150.0 20.5 30.0 67.1 26.5 59.3 - 21.5 48.1 42.4 - 37.1 32.9 29.6 - 27.0 - 24.7 21.9 32.0 71 6 23.1 51.7 20.4 45.7 - 37.0 - 32.6 28.5 25.4 83.4 150.0 73.7 135.4 59.6 1 109.8 52.6 96.7 46.1 84.6 40.9 75.2 36.8 67.7 33.5 61.5 30.7 56.4 89.0 150 64.3 116.0 56.8 104.3 46.0 84.5 40.5 74.5 35.5 65.2 31.5 57.9 22.8 I 28.4 52.1 20 8 25.8 - 23 7 47.4 43.4 ARCHES TO BE INSCRIBED_ I HORIZONTAL MULLION INSIDE RECTANGULAR SHAPE VERTICAL " MULLION z GLAZING GLAZING PRODUCT PRODUCT MULLIONS W1 4 W2 2 �'%' OUZING -- PRODUCT FAX. (305) 592-21 GLAZING GLAZING PRODUCT PRODUCT W2 I MULLION SPAN - Enpr: JAVAD ANMAD CML FLA. PE 1 70592 C A.N. 3538 MAR . 9 2012 o8"-' 8H� .`CtmQE2 - 31 Idrawing no. M04-05� (sheet 3ol 7 WINDOW DIMS. WIDTH (W) MULL SPAN 19-1/8" 26-1/2" 30" 37" 42" 48" 38-3/8" 54" 60" 66" 72" 19-1/8" 26-1/2" 30" 37" 42" 18" 50-5/8" 54" 60" 66" 72" 19-1/8" 26-1/2" 30" 37" 42" 48" 60" 54" 60" 66' 72" 19-1/8" 26-1/2" 30' 37" 42" 18" 63" 54" 60" 66" 72" DESIGN A2 150.0 150.0 150.0 122.9 108.3 LOAD CAPACITY - PSF ANCHORS TYPE A4 AA2 AA4 I B2 B4 150.0 150.0 150.0 I 150.0 150.0 150.0 150.0 1 150.0 150.0 150.0 150.0 I 150.0 I 150.0 150.0 150.0 150.0 I 150.0 1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 II 150.0 150.0 150.0 150.0 149.8 150.0 150.0 150.0 150.0 133.1 150.0 145.1 150.0 119.8 150.0 131.9 150.0 108.9 150.0 120 9 150.0 99.9 150 0 150.0 150.0 150.0 150.0 150.0 150.0 150 0 150 0 150.0 150.0 150.0 150.0 150.0 147.3 150.0 150.0 129.8 758 150.0 68.9 137.8 83.2 126.3 150.0 1500 130.1 150.0 114.9 150.0 93.2 150.0 82.1 150.0 150.0 150.0 150.0 `71A.8 143.8 137.5 150.0 113.5 150.0 63.8 "" ' 127 7 122.2 150.0 100.9 150.0 37.5 114.9 110.0 150.0 90.8 150.0 52.2 104.5 100.0 150.0 82.6 150.0 47.9 95.8 91.7 150.0 75.7 150.0 150.0 150.0 150.0 150.0 150.0 150.0 109.8 150.0 150.0 150.0 150.0 150,0 97.0 150.0 I 150.0 150.0 150.0 150.0 78.6 150.0 150.0 150.0 124.3 150.0 69.3 138.5 132.6 150.0 109.5 150.0 60.6 121.2 116.0 150.0 95.8 150.0 53.9 107.7 103.1 150.0 85.2 1500 48.5 97.0 92.8 150 0 76.6 150.0 44.1 88.1 84.4 150.0 89.7 139.3 40.4 80.8 77.3 150.0 1 63.9 127.7 144.9 104.5 92.3 74.9 66.0 57.7 51.3 46.2 42.0 150.0 150.0 150.0 149.7 131.9 115.4 102.6 150.0 150.0 150.0 150.0 150.0 150.0 143.3 150.0 126.3 150.0 110.5 150.0 98.2 150.0 150.0 150.0 146.2 118.4 104.3 91.2 81.1 92.3 88.4 150.0 73.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 146.0 83.9 80.3 150.0 86.4 DESIGN LOAD CAPACITY - PSF ANCHORS TYPE A4 AA2 I AA4 150.0 150.0 1 150.0 150.0 150.0 150.0 WINDOW DIMS. WIDTH (W) MULL SPAN A2 19-1/8" 122.9 26-1/2" 88.7 30" 78.4 37" 63.5 42" 56.0 48" 74-1/4" 49.0 54" 43.5 60" 39.2 68" 72" 19-1/8" 26-1/2" 30" 37" 42" 48" 84" 54" 60" 66" 72" 19-1/8" 26-1/2' 30" 37" 42" 48" 96" 54" 60" 68' 72" 19-1/8" 26-1/2" 30" 37" 42" 48" 108" 54" 60" 132.7 66" 38 5 77.0 73.7 1 147 3 60.8 121.7 72" NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 150.0 150.0 127.1 121.6 111.9 107.1 150.0 150.0 150.0 97.9 93.7 150.0 87.1 83.3 150,0 68.8 137.6 78.4 75.0 150.0 61.9 123.9 B2 150.0 140.2 123.9 100.4 88.5 77.4 94 150.0 150.0 150.0 150. 150.0 150.0 35.6 32.8 1 108.8 78.4 1 69.3 1 56.2 49.5 I 43.3 1 38.5 71.2 68.2 136.3 56.3 112.6 65 3 82.5 125.0 51.6 103.2 150.0 1 150 0 150.0 150.0 1 150.0 150.0 1 150.0 150.0 123.9 1 150.0 138.5 132.6 150.0 109.5 1 150.0 112.3 107.5 150.0 88.8 150.0 98.9 94.7 150.0 78.2 150.0 86.§,_ 82.9 150.0 88.4 138.9 73.7 147.3 60.8 121.7 66.3 132.6 54.7 109.5 63.0 60.3 120.5 49.8 99.5 57.7 55 2 110.5 45.6 91.2 150.0 150.0 150.0 150.0 150.0 137.2 131.3 150.0 108.5 150.0 121.2 116.0 150.0 95.8 150.0 31.5 28.9 95.1 68.6 60.6 49.1 98.3 94.1 150 0 43.3 86.6 82.9 150.0 77.7 68.4 37.9 75.8 72.5 145.0 33.7 67.3 30.3 60.6 27.5 55.1 25.3 50.5 84.5 150.0 61.0 1220 53.9 107 7 43.7 87.4 _38.5 _ 77.0 33.7 67.3 I29.9 59.9 26.9 53.9 24.5 49.0 22 4 44.9 59.9 64.4 128.9 53.2 580 1160 47.9 52.7 105 5 43.5 48.3 96 7 39.9 150.0 150.0 133.6 116.7 150.0 96.4 103.1 150 0 85.2 69.0 60.8 150.0 136.9 119.8 106.4 95.8 87.1 83.6 1500 73.7 147 3 64.4 128 9 57,3 1 114.6 51.6 103.1 46.9 93.7 43.0 1 85.9 79.8 150.0 150.0 150.0 138.1 121.7 53.2 106.4 47.3 94.6 42.6 85.2 1 38.7 77 4 1 35.5 71.0 1 PRODUCT REV SBD as complying will the Florida Building Codc a-Q4IO AcccptmH- No, V ANCHORS WINDOW DIMS. WIDTH (W) MULL SPAN 19-1/8" 28-1/2" 30" 37' 42" 48" 120" 54" 60" 66" 72" 19-1/8" 26-1/2" 30" 37" 42" 48" 132" 54" 60" 66" 72" 19-1/8" 26-1/2" 30" 37" 42" 48" 144" 54" 60" 66" 72" DESIGN LOAD CAPACITY - PSF ANCHORS TYPE A2 A4 AA2 AA4 76.0 150.0 145.6 150.0 54.9 109.8 105.1 150.0 48.5 97.0 92.8 150.0 39.3 78.6 75.2 150.0 34.6 69.3 66.3 132.6 30.3 60.6 58 0 1 1 6 0 26.9 24.2 22.0 20.2 69.1 49.9 B2 120 2 88.8 76 6 62.1 54.7 47.9 53.9 51.6 48.5 46.4 B4 150.0 150.0 150.0 124.3 109.5 95.8 103.1 42 6 85.2 92 8 38.3 76.6 44.1 42.2 84.4 34.8 69.7 40.4 38.7 138.3 132.3 99.8 95.5 77 3 31.9 83 9 150.0 109.3 150.0 150.0 78.9 150.0 44.1 I 35.7 1 31.5 27.5 24 5 22.0 20.0 18,4 63.4 45.7 40.4 32.8 28.9 25.3 22.4 20.2 18.4 168 ANCHORS 118E A2, 44, B2 OR 84 VERTICAL MULLION GLAZING GLAZING PRODUCT PRODUCT 88.1 84.4 71 5 68.4 83.0 60.3 55.1 52.7 49.0 46.9 44.1 42.2 40.1 38.3 38,7 35.2 126.7 121.3 91.5 87.5 80.8 77.3 65.5 62.7 57.7 55.2 50.5 48.3 44.9 43.0 40.4 38.7 36.7 35.2 33.7 32.2 ANCHORS TYPE A2, 44, 132 OR 84 ANCHORS tti T 42. A4, 82 OR 194 WI W2 TYPICAL MULLION ARRANGEMENTS WIDTH (w) - wt + w2 2 150.0 136.8 120.5 105.5 93.7 84.4 76.7 70.3 150.0 50.0 150.0 125,4 110.5 96.7 85.9 77.3 70.3 64.4 69.7 56.5 49.8 43.5 38.7 34.8 31.7 29.0 100.2 72.3 63.9 51.8 45.6 39.9 35.5 31.9 29.0 26.6 139.3 113.0 99.5 87.1 77.4 69.7 63.3 58.1 150.0 144.8 127.7 103.8 91.2 79.8 71.0 63.9 58.1 53.2 r-NORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PROOl1CT \ ANCHOR ETAIL /I 3 GLAZING GLAZING 1ANCHORS PE PRODUCT PRODUCT L TY A2, A4, 82 OR 84 MULLION SPAN Engr JAVAO AHLIAD CNIL M PE B 70592 CA.N 3538 MAR 2 9 2012 (n Z 0 J W 03 f- 7 z U Z W_ Q N N N zu 1 511 H7 Z 1'1 N • o < wI tiN a t' (305) 592-2184 drawing 00. M04 -05o 'sheet 4of 7 ) 3ago-ron\ Nomnri 8L89-Z9L (SOE)'XVJ 00TH$ JL (s -os) -7311 VLTE£ V0I8OI4 IWVWI ' SAY LS 'M'S SEZT 11431A1c1013A343 13f300lld'9' Sit133NION3 e NOIIVHOd2UO0 bOOEIYd-1v rets-Z6S (SOC) 'XV1 SISI-Z6S (SOC) 13L ZZ I. l3 IWVINI 3AV Hl SL 'M'N SOK 'ONI S31211Sf14Nl WfNIWf 1Y SNOIllf1W 38tH WnNIWf11V 1331.5 0, 39NY1YJ ON 1:'12 C0 0 30 LOOL 903 030YOd 9000'60 3 1 016634 '4q 363 100E 803 031YOdf. 90'60'01 6 516366)09 0906 t13d '03tl 80'04 00 Y -' _SVC !px l " 80110. 19S.10 AQ 4) OU :080!0!893 V 'o -00 -so .9486 ANCHORS TYPE 'A4' CA N ANCHORS TYPE 'A2' DMSO -bo 1\Nomnr J 9L69Z9Z (So£) TVA oars -war (soy) -ELL' PLZSE vafUO1 'IMM W 3AV L8'M'S SEM 1N31A3d013A3a iDlaOHd IP SEI33NION3 NOILV21Od21OO bOO2iVd-11/ } xz� x0 NN a - FLOATING ♦8L -Z6S (Sof) 'ANA SLSI -Z6S (SOf) '131 111 ZZ1££ [13 IiIVIW Il '3AV 11.1. SL •M'N SO8Z "SNI S31211S(14NI W(1NIWflld "3"21 1 SNOrrinIN 38tH rinNivinivIt 4d Q ANCHORS TYPE 4 1.314S SINU 30NYNO ON 094 COOL NO3 031YOdn Ofl3 100Z aO3 03Aadn S±N3nn0O O7Je aid ION uO13au3SQD " I 1 s 'nw11,11Z fol al I° O 'n ,90 Zz 60, LI I 90.600l B 0W :1q 'lpj 0 I a S w,,,0 v 1 .1 = .2/0 :alomd 3 0 u Aa I a3DD ioul.nuc l 2 2 sro w uo!sina.,1 -zo- O N z � In , U N WO W J r � ANCHORS TYPE 'M2 Dago -ton \Nomnvl eL69L9Z (90e) xva 00773992 (toe) -731. VLT££ VO11401i'IWVIW 3AV LS 'M'S SEL'T 1N31.4d013A3O 10f7OOHd'8 SU33NION3 NOU.V2IOdHoo boo vd-7V rz 99LZ-Z6S (SO£) 'X94 '3AV 'ONI S3I USf14NI SNOITVIIN 38 ANCHORS TYPE 'B4' ANCHORS TYPF '2 ISI-Z6S (60£) 131 ZZL££ i. 'IWMW Hl SL 'NVN GO8Z WfNIWfllV fll Wf1NIWf11V 13399 91111 379110 ON 13310 4111 30NWO ON Ofll *000 803 031Wd11 13315 Sw: 3%11140 ON UO110113500 [ 10 ,IN>l Ii aro o 190'00 60 O 1 [ 00.9 :10 '31 90 6001 9 AO I 01010 0U 9001 [ 00 1 I .1 = .9/0 :Am.'3 u __ - -- 0 a o U) N O rn I o MIAMI ADE eLelljii14 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERM BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 perforin 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37". 2. Laminated glass types GI and G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia 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 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamid ade.gov/pera/ MIAMI•DADE COUNTY NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 ECO Windows Systems. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, 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 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2A, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16-26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, 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. Test proposal, dated 10/14/11 and 02-21-12 approved bv PERA. /It I Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E-1 SERIES 6OQ ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 19Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SH0WN iN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT !NTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG CODE SECTION 2003 6.4. /8 HEAT STREN'D. GLASS 3/16" HEAT STREW°. CLASS 090" INTERLAYER '-BUTACITE PVB BY 'DUPONT' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 .090" INTERLAYER BUTACITE PVB 8Y 'DUPONT' -.1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS / ) GLASS TYPE 'G2' .090" INTERLAYER SAFLEx 140 BY 'SOLUTIA' 1/8" HEAT STREN'D. GLASS _ SILICONE DOW CORNING 899 SETTING BLOCKS AT LAM. GLASS REQD FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ST. STEEL METAL SPACER GLASS TYPE 'G3' THESE DOORS ARE RATED FOR LARGE & SMALL M1551LE IMPACT SHUTTERS ARE NOT REQUIRED. SETTING BLOCKS AT INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Eng ,/AVAD AHMAD CIVIL FLA. PE 1 70592 CAN 3538 2, g MI6 11411114eak SooKtl`t 12- NSA/ 12 4a oPude helm Com'3 o� o.� U a uL o.a r drawing no. W12-081 �1ee' _1 of' 9 39 3/4" MAX, FRAME 190TH 5" MAX, r HEAD/SILL I q CORNERS � l 12" MAX HEAD SILL r / / 0. LOCK OPTIONS SEE SHEET 7 n SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/16" D.L. OPG. 37" MAX LEAF WIDTH (X) DOORS LOAD CAPACITY - PSF DOOR DIMS. I LAMINATED GLASS FRAME I LEAF FRAME I EXT (4) WIDTH WIDTH HEIGHT 39-3/4• 37" 68- 70 S" MAX /- HEAD/SILL (Al CORNERS CAD t I .)- X m E 76" MAX. FRAME WTOTH HEAD & SILL ANCHORS AT STILE ENDS r(4) AT 3" 0.C. 1 /11 / — / '✓/ `Y JK./ SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED T I \ o 11 1 I, INACTNE + �� 1 1 I I I 26 15/16" 0 L OPG 12' MAX HEAD SILL \ LOCK OPTIONS /SEE,SHEET 7 \ (XX) i ' ACTIVE I 1 1=L- 26 4 26 15/16' D L OPG. 37" MAX LEAF WIDTH DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME WIDTH WIDTH HEIGHT 76" I 37" I '.0 I 75 OL RSS D.L.O. DIMS. 0.L.0. HEIGHT = FRAME HEIGHT - 11 125" D.L.0 WIDTH (X DOORS) = FRAME WIDTH - 12.813•' D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 22.125••)/2 AyeIr1'rd a rrnr9'Wf will' NM NON 12-0,402.03 Mind Dads hydra Omani NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAD AHMAD CML FLA. PE 1 70,,92 C.AN. 3538 JUN 2 8 2012 i N 0 W I Q y O_ 0° R a �aQo.1 0.6-E 3 s ap u. W N W NX 1 U J 1n E N W cn � h1 'o O o ") Z zr 1J 0) O T U w cn `og n �. c do O 15 v g J b S � (drawing no. W12-081 (sheet 2 o1 9 SIDELITE FRAME WIDTH INCHES 24 30 36 37 42 24 30 36 37 42 24 30 36 37 24 30 36 37 DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) 51DEUTE WITHOUT WITH FRAME REINFORCING REINFORCING HEIGHT INCHES EXT.(+) INT(-) INT.(-) 70.0 75.0 75.0 70 0 75 0 75.0 82 70.0 75 0 75.0 70 0 75.0 75.0 61 7 66 1 66.1 70.0 75.0 75.0 70.0 75.0 75.0 86 92 98 70.0 70 0 61 7 70 0 69 8 64.1 63.3 63.3 57.8 53 1 52.4 75.0 75.0 66.1 75.0 69.8 64.1 EXT (a ) 70.0 70.0 70.0 70.0 61.7 70.0 70 0 70.0 70.0 61.7 70.0 70.0 70.0 75.0 75.0 66.1 75.0 75.0 75.0 63.3 63.3 57.8 53.1 70.0 70.0 70.0 70.0 70.0 75.0 75.0 75.0 �7go 75.0 1 REINFORCING AS REOD. SEE CHART SIDELITE WIDTH DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D L.O. DIMS D.L.O. HEIGHT (SIDELITE) FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438" 5" MAX HEAD/SILL CORNERS -Ir JL SURFACE APPLIED FALSE MUNTINS 013 DECORATIVE GRILL MAY BE USED 3" 12" 148" FRAME WIDTH CLUSTER OF -(4) ANCHORS AT HEAD/SILL HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0 C. i 11 32 3/4" \ 111 \____0 I,: d _ / LO CK/OPTIO \ SE SHEET \ /1' \ I / \ 1 / INACTIVE \..I/ ACTIVE II I I 11� ) ( 26 15/16" D.L. OPG. D.L OPG. SIDELITE FRAME 48077-1 MAX SEE CHART AT LEFT 26 15/16" D.L. OPG 37" LEAF WIDTH 76" MAX. DOUBLE DOOR FRAME WIDTH (OXxO) NOTE'. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Eng JAVAD AHMAO CIVIL FLA. PEI 70597 C.A N 3538 I I I o � NOM 77 NNW Ohre Product CoMel G ey V41,14 JUN 282012 drawing no. I W12-08 (sheet 3 of 9 1 9/16" MIN THROW BOLT PENETRATION EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 'd 1/2" MIN THROW BOLT PENETRATION I GLAZING OPTIONS SEE SHEET I 1•• EDGE DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 IBY WOOD BUCK C U < < TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 ie, / I /TYPICAL ANCHORS -SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE YPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fv-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASON (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS I'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Ism - 2000 PSI MIN. LTYPICAL ANCHORS SEE ELEVATIONS FOR SPACING rI MIAMI-DADE COUNTY APPROVED: CLIPPED MULLION I I SEE SEPARATE 9 A 1 /I\ I, L� W Env:.10565 AMMAD CIVIL FSA. PE • 70592 C.A.N. 3538 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING sumsfrivell IP Willa Odin I 2_ NOM) 1 MMI Dde hod.A 0M1091 DOOR DETAILS JUN 28 2012 1.drowtng no. W12-08 (:1-Z 4 of 00390-0IM\1NV-dN00 8L69-V3Z (40£) XV3 OOT8819Z (90E) '131 VLT££ VORdO1J'IWVIV 3AV 18 'M'S 9£ZT IN31AldO13A3O 13f1O021d 9 SU133NION3 NOI.LVZHOdt103 aoo&lvJ-1v J ZO6S-S99 (Sof) xVj 6625-598 (sof) 'iii 1 HLIS£ '13 'A310311 13381S 90) 'M'N 4116 .011 'SI l31SJS MOONIM 003 L S1N311f10.1 vale aaa n38 uoi)ouosap ('I'Ml) 000o 33t0fellN3 oNL.Slno IYn1V 009 S31213S :15(Op3 ,n • ACTIVE LEAF no L'9Z'90 V a)OD ouJ suo,s,na-1 5 L.1 DOUBLE DOOR FRAME WIDTH :1V 'MV' O 00 C O air P CV :Mone .; 0 j ` 0 -fl -20 'a1w 1, HAM 31YV?ii 1 Nn H101M 31173015 H1OIM 31YVMi 11000 n laote 02-13-12 J [revisions 110 oats f. ' xele: 3/0. 1 • I 1 A 06 26 12 °": No O i 1 ( or. by 6410 ) o b0 C10 • .,�nk.h• .__.__ ?JOIHRJAH OV H101M iV31 FRAME HEIGHT D L OPG. EXTERIOR 1 maO 9 O aescrpuon REV PER PE146 COUYENTS SERIES 600 ALUM OUTSWING ENTRANCE DOOR (L.u.l.) ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 1/4- MAX. I SHIM SPACE AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX. (305)2624978 l COMP-ANL\W1 a f CI 2-MBECI) ,� LOCKS: OPTION #1. ACTIVE LEAF 4 POINT LOCK ASSEMBLY DLO1-6007 BY 'INTERLOCK USA INC: (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2" DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF' 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM OPTION M2' ACTIVE LEAF' CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 8Y 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2" FH MS INACTIVE LEAF' CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) M8-32 X 1/2" OH M5 NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ITEM # 2 3 4 A 5 6 7 7A B 9 10 11 12 13 PART M E601 6602 E603 E604 E626 E605 E606 E607 E625 E608 E609 E610 13A 14 14A 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 E611 REQD. E612 - (613 - E613 - E614 E109 E615 E616 6613 FD -107 FB1202 FBR914SS M12 SMS #12 X 3/4" WI1323 E20618 -KN -3020 E206 1 - 31 33 34 35 HINGES• 3-1/2' X 7-5/8" X .122" THK EXTRUDED ALUM HINGE PART MFD-107 BY SULLIVAN & ASSOC 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX ) HINGES FASTENED WITH M10 X 1" FH SMS (5) SCREWS AT HINGE STILE 1 (6) SCREWS AT FRAME JAMB AS REGD. 3/ LEAF A5 RECO. DESCRIPTION DOOR FRAME HEAD/SILL FRAME COVER I DOOR FRAME JAMB SIDEUTE TOP & BOTTOM FRAME SIDELITE 9" BOTTOM FRAME SIDEUTE FRAME JAMB SIDELITE SLIP ON JAMB LEAF TOP & BOTTOM RAIL LEAF 9" BOTTOM RAIL E62- 2 - FLUSH BOLT CUP DLO1RC - BLACK BOLT SUPPORT BLOCK DL01 WB - WHITE BOLT SUPPORT BLOCK #10 X 3/4" 2/ ADAPTER( FH SELF DRILLING SCREWS - 2/ UTE (SETTING BLOCK, 1/4" X 1/2" X - 2/ LITE 1SETTING BLOCK. 1/4" X 3/4" X MATERIAL 1 MANF./SUPPLIER/REMARKS 6063-T6 - 6063-T6 - 6063-T6 6063-76 - 6063-06 - 6063-06 - 6063-T6 - 6063-06 6063-06 LEAF W'STRIP ADAPTER 6063-T6 - LEAF HINGE STILE 6063-06 - LEAF LOCK STILE 6063-T6 - LEAF ASTRAGAL STILE 6063-T6 - LEAF ALIGNMENT BRACKET 6063-06 - LEAF CLAMP 6063-76 4-1/4" LONG HINGE BACK-UP PLATE 6063-T6 12" LONG GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - GLAZING BEAD (7/16" LAM GLASS) 6063-T6 - GLAZING BEAD (INSUL. GLASS) 6063-06 - SNAP COVER 6063-T6 - BOLT SUPPORT 6063-T6 NOT SHOWN SIDELITE MULLION REINFORCING 6063-06 - BUTT HINGES ALUMINUM SULLIVAN & ASSOC. FLUSH BOLT LEVER - SULLIVAN & ASSOC. CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. FRAME ASSEMBLY SCREWS - - HINGE INSTALLATION FASTENERS - 1 FH SMS 3/8" DIA. THREADED ROD STEEL 1 - PILE W'STRIPPING WOOL I ULTRAFAB BULB W'STRIPPING SANTOPRENE I EPDM GLAZING BEAD BULB SANTOPRENE ULTRAFAB GLASS SPACER SILICONE FRANK LOWE RUBBER CO 4" LONG 4" LONG I A NYLON 1 - POLYETHYLENE I INTERLOCK POLYETHYLENE I ACME PLASTIC I_ EPDM IAT 6" FROM EACH END. DUROMETER 65±5 EPDM IAT 6" FROM EACH END, DUROMETER 65±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. e r6. Bees . V1 1L 7 NDA/ IZ-TQM 02•x3'1. Mel Bode Rdeef CMM sy 1S(....71, 4,0•4� Engr JAVAD ANMAD CML FLA PE S 70592 CA.N. 3538 JUN 2 82112 tri o § a! a2 Id � C�oN o "`---� I A 8 X pdrow,ng no. 1W12-08 sheet 7 of 9 00390-ZLM\1NV-d4OO /` 9L69-Z9L (90£),CVA 0019-1,9Z (S0£) 131 3 J rLT££ VOlaold 'IWVWW 3AV L9 'M S SELL LN3WdO13A3O 10f OOad IT S1133NION3 e NOI1VMOdHOO bOOt1Vd-1V L 0 W CDg Z N C7 0 4 N CC1 ze R w'^ m 00 Z 'b DOOR FRAME HEAD/SILL LEAF TOP/BOTTOM RAIL (; LO6S-599 (SO£) xV3 66N-599 (So) '131 9L l££ 'l3 ').3703 11 1332115 901 'M'41 4116 '071 'S14131SAS MOONIM 003 (TYCO a000 30NVa1N3 9N1/61.110 nn1v 009 S3193S v 133.1 11141 39NVHO ON u0q0u95al, r_ 9" BOTTOM RAIL w 0 0 m 0 0 w w o J H (41 LEAF LOCK crt L fI .FQ xor,0 a3 I I Dili,,, Ao I c OI a o oII l .1 = .9/c _.�,,, N u'i 0 3 :suOlS4na311_I 1-cl-z0 ..loo ja 0 z 0 0_ 0 ce z 0 L.1 J O0 W H n 5 a LI (-) n W m Jw FRAME COVER LEAF ASTRAGAL STILE I^- 687 050 1 197 1 .154 -11-3- SNAP COVER --1 500 b -- 625 m g.1 1 1 1 SIDELITE FRAME (41 DOOR FRAME JAMB 83N800 3V31 6 l° 6 hays C n I dat•' 02-13-12 I (revisions — o mo dace NI xak: 378- = IA 06.26.12 Idr by. MAN10 a) 9 Ichk by. I OV Oesc0otlon REV PER PERA COMMENTS 83N800 3WV83 31113015 83N800 ery NO dl lS 31113UIS d3N800 3W183 8000 : SERIES 600 ALUM OUTSWINC ENTRANCE DOOR (L.M.I.) ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2848100 FAX (305)262-6978 COMP -ANL \W12-08ECO Florida Building Code Online Pt Pt Business,. j Professibnal Page 1 of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER Public User Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Honda Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15210-R3 Editorial Change 2010 Approved Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbIdgconsultants.com Vivian Wright rickw@rwbIdgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2014 Ryan 3 King, P.E. Validation Checklist - Hardcopy Received FL15210 R3 COJ Certificate Of Independence_pdf Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 ASTM E1300 ASTM E84 ASTM G26 G 155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15210 R3 Eauiv of STANDARDS.odf Year 1996 1999 1998 2003 2004 2005 1995 2005 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1... 10/10/2013 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ummary of Products IFL # 15210 1 Method 1 Option D 05/02/2013 05/02/2013 05/07/2013 06/11/2013 Model, Number or Name a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A er: See INST 15210.1 for Design Pressure Ratings, any additional use lim nstallation instructions and product particulars 15210 2 b. Smouul/vvu.. - - - - - - Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.3 C. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.4 'd Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars 115210 5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass ......_._.iDoor Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars 15210 7 Ig. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass ;Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210 7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Page 2 of 3 Description 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration ) Installation Instructions FL15210 R3 II INST 15210.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R3 AE__EVAL 15210.1.ndf Created by Independent Third Party: Yes . •"... Fiber lass Sin le Doer . . Sidehtrriir Sldelites - Inswing/Outswing (OX or X0; OX0 - Configurations) Installation Instructions FL15210 R3 1I INST 15210.2.ndf Verified By: Lyndon F Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R3 AE EVAL 15210.2 pdf Created by Independent Third Party: Yes 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Installation Instructions FL15210 R3 15210 —3,pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party' Yes Evaluation Reports FL15210 R3 AE EVAL 15210.3.ndf Created by Independent Third Party: Yes 6'8 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Installation Instructions FL15210 R3 II INST 15210.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R3 AE EVAL 15210.4,pdf Created by Independent Third Party: Yes 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or X0; 0X0 - Configurations) Installation Instructions FL15210 R3 II INST 15210.5.odf Verified By: Lyndon F Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210. R3 AE EVAL 15210,_Sf Created by Independent Third Party: Yes 6'8 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Installation Instructions FL15210 R3 II INST _15210,i.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party' Yes Evaluation Reports FL15210 R3 AE EVAL 15210 6.odf Created by Independent Third Party: Yes 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Configuration) Installation Instructions FL15210 R3 II Inst 15210.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210R3AEEval 15210_7 pdf Created by Independent Third Party. Yes 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or X0; OXO - Configurations) Installation Instructions FL15210 R3IIInst 15210 8,pdf Verified By. Lyndon F. Schmidt, P E. 43409 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1... 10/10/2013 Florida Building Code Online Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210 9 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.10 j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210 11 k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210 12 I Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210 13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass (Door limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210 13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. '15210 14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Page 3 of 3 Created by Independent Third Party: Yes Evaluation Reports FL15210_R3 AE_Eval 1521Q;8,pdf Created by Independent Third Party: Yes 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Installation Instructions FL15210__ R3_ II _ Ins( 15210,9,pdf Verified By: Lyndon F. Schmidt, P E 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R3 AE Eval15210.9.odf Created by Independent Third Party: Yes 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Configuration) Installation Instructions FL15210 R3 II INST 15210.10.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party. Yes Evaluation Reports FL15210R3AE EVAL. 15210.10.pdf Created by Independent Third Party: Yes 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or X0; OX0 - Configurations) Installation Instructions FLl521Q.31_II.1 NS_15210.11. Ddf Verified By: Lyndon F Schmidt, P E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210._ R3_AE_EVAL 15210.11,Mf Created by Independent Third Party: Yes 18'0 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Installation Instructions FL15210 R3 II IIT 15210 12.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R3 AE EVAL 15210.12.odf Created by Independent Third Party: Yes 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - Outswing (X - Configuration) Installation Instructions FL15210 R3 II INST 15210.13.rxif Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1521,0 R3 AE EVAL 15210.13.pdf Created by Independent Third Party: Yes 8'0 "Impact" Opaque Fiberglass Double Door with Surface Bolts on Active Door panel - Outswing (XX - Configuration) Installation Instructions FL15210 R3 II INST 15210.14.pdf Verified By. Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party' Yes Evaluation Reports FL15210 R3 AE EVAL 15211,14.pdf Created by Independent Third Party: Yes Contact Us :. 1940 North Monroe Street Tallahassee FL 37399 Phone- 850-487-1824 The State of Florida is an AA/EEO employer. Coovnnht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity Instead, contact the office by phone or by traditional mad If you have any questions, please contact 850 487.1395 'Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.5., please click Product Approval Accepts: �hEl scu.tlrits http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3y V VKJZ 1... 10/10/2013 R W B R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659 9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL -15210.1 Date: Fehrunry 16, 2012 Product Category Sub Category Exterior Doors Swinging Exterior Door Assemblies Manufacturer Plastpro, Inc. 5200 W. Century Blvd. Los Angeles, CA 90045 Phone 440.969.9773 Product Name Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door Inswing/Outswing - "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method 10 of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL -15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01390365 ETC -05-255-16776.0 ETC -06-255-17412.0 ETC -07-209-19303.0 2. Drawing No. No. FL -15210.1 3. Calculations Anchoring ASTM E 1300 Glass Load Test Standard TAS 201-94, 202-94 & TAS 203-94 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ASTM G 26-95 ASTM E 84-05 ASTM D 635-98, 638-03, 1929-96 & 2843-99 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Testing Laboratory Testing Evaluation Lab., ETC Laboratories ETC Laboratories ETC Laboratories Signed by Inc. Lyndon F. Schmidt, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E. Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. PF 1596 Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 2/17/2012 , 1..1117 • eallt .0,4 j1 74 :ttit 2j 43J , tt, `HOLI.n313 £ • „ ! . 1,)&d.1..< -2V13 1'07' tt4 > 0 ANGELES, CA 90045 - -7,141MUCK, - M ttatt,,sAo v ttt:3 0 (5 • .4) z a 11,4 ° • < 0 0 0t: 0 0 E - iHtEtt,at H -1;`(.1Y.:12 ViC4 11, 7-t, ,z- . • "Et r1 c...-. 5... k. =- r't ±ti :\A - Projects \Project Folders\proj 1501 - 1600\PF 1596\D. RWBC Drowings\2010\FL-15210.dwg, 2 1 ®4Q 0 D z z 79.25' MAX. O.A. HEIGHT 11' NOII33S SSOMO NOM See sheets 5 and 6 for multi -point lock details N N z�1 o n N.,1° N] NO. DATE D ' D A D m :Nom 1NIOd-1110W S3113S .0000. Wf1INN311111 /! ;'— D 700 D 5.5" - s f m x m Ym < a f° w a C O 0 0 0 s G rn z• tee. 20 20f S 38.19" (161 LOCK) 13bf11DY3flNYW 0 O I+ I+ I+ I+ I+ k ay 0 cn o (Vit CP toil i 3711Y13lYMaavH 1.2"— I © 201 2 R.W. BUILDIND CONSULTANTS INC. REVISIONS BY A_ O 5 0 hA1 31115 3ONIH PRODUCT: PLASTPRO FIBERGLASS DOOR PART OR ASSEMBLY: DOOR PANEL DETAILS 1.2"— Document. Prepared By: tr BUILDING CONSULTANTS. INC. P.O. Bow 230 VaIrico FL 33595 YY Phone No.: 613.659.9197 Ronda Board of Professional Engineers Certificate Of Authorization No. 9813 Lyndon F. Schmidt. P.E. No. 43409 eo+£+ '0N '3'd 1pl0405 'J uopoAl f196 '•N 0.00014.4 V 40 .lOaW.li.O 11.1..40643 10401.p402d 40 p1008 004013 Lbl6'6L9'£l9 0000d AA 088££ '3 .01410A O£Z 008 'O'd '3041 .S1NVi1 DSNO3 ONI01108 :/.g p.,oda0d .14.w00o0 SNO1103S SSO83 1V1NOZRIOH 1 A8 :1,18113SSY dO 18Vd 600O SW19838U 'ON! OddiSVld :130008d SNOISIA3a '001 61NV11f16NOO ONI011f18 'M'b 0 l 00 31VO ONION 7. 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RWBC Drawin OVERALL HEIGHT 4 r- MANUAL RAISED TONGUE GEAR SYSTEM 2.17' 0 0 09 42 HOPPE MULTI -POINT LOCKSET 3 -Point 'longue" 23 MULTI -POINT STRIKE PLATE 4S LATCH AND DEADBOLT STRIKE PLATE Tongue system 2X BUCK IX BUCK 2X BUCK 1X BUCK 2X BUCK 1 X BUCK is STRIKE JAMB 3—POINT LOCK DETAILS >- m w 0 O Z DAM: 02/ 16/ 12 SCALE, N.T.S. Dm. Br: JK CHK. BY: LFS DRAWING NO. FL -15210.1 sHErr 5 or 9 to 0 0 2012 R.W. BUILDING CONSULTA AA - Projects \Project Folders\proj 1501 - 1600\PF 1596\D RWBC Drawings \2010\FL-15210.dwg, 6 1 vvna ewer 3Nais 7g 21 -6;5 ? \ NO X X CO c C C n n � n DATE REVISIONS .; 211 2 R.W. BUILDING CONSULTANTc INC. e 24.25" 23.0" ----- 15.0" - BY PRODUCT: PLASTPRO FIBERGLASS DOOR PART OR ASSEMBLY: 3 -POINT LOCK DETAILS 9 Document. Prepared By: CD BUILDING CONSULTANTS. INC. P.O. Box 230 Valrieo FL 33595 YY Phone No.: 813.659.9197 Florida Board of Professional Engine. Certificate Of Authoriotlon Na- 95110 may`/ r eZ /2 Lyndon F. Schmidt. P.E. No. 43409 :\A - Project/ 0 8 a v I** 0 0 0 FoFo 0 ject Folders\proj 1501 - 1600\PF 1596`,D RWBC Drawings \2010\FL-15210 dwg 7.1 i) 0 5-, N 0Boana,en • ooa o.oZ Q Q l. 0ID0)cD ao oa o a' 'CI o g m D gm00 0IZ N Z 3 a-2 a o 2 2 2 A' mn o o ?Eo = O'N 00-, A A 5-5: C(D N O az O m .3nNgnt;r1, 7 ? Oj o N N a _- a N N O Oj o y ? N 00.9. n m • Q.0.9.30 7‘Z 0,p)3a a z0o020 A k 'n7'0 —3 N 3 0 2 ^ O Z D A A t D vZ O m m0..., co co C C 7 71 rn O >< 0 n n X c n 7[ N >< 17 n X 03 7T n 9 kth Z ° ry NO DATE 201 2 R.W. BUILDING CONSULTANTS INC o z a 0 m 3 0 0 a m CD ro m 9WYr 34IMLS BWVf 3JNIH REVISIONS 0K v X z w Z Z c 0 0 A JC t--4.1. \ \ 11 • n I� ' • 'ry - 1 �_/\/i IiNu1pl IfryrylRi IlNpnli D 0 1 I 1 1 1 _i 3 16"MAX. } aP .) 31.19" 31.19" 9.31" 00 BY 1 1 5.5" - PRODUCT: 1 1 1 14" MAX. I(TYP.)7.1 0.C.(TYP.) PLASTPRO INC. FIBERGLASS DOOR PART OR ASSEMBLY: BUCK AND FRAME ANCHORING • �I — 39.06" Document. Prepared By. BUILDING CONSULTANTS. INC. P.O. Box 230 VaWco FL 33595 Phone No.: 813.559.9197 Florida Board of Profeeeional Engineers Certificate Of Autgoriratiooello. 9813 2.(G•/2_ Lyndon F. Schmidt. P.E. No. 43409 :\A - Projects\Project Folders\proj 1501 - 1600\PF 1596\D. RWBC Drawings \2010\FL-15210 awg 8.1 O 5" 41 g • F,),1p N E o -ricr, v \I - 1,l I NO1 DATE ® 201 2 R.W. BUILOINO CONSULTANTS INC — 0.65" — 433MS WO11O9 YOOG `J REVISIONS ham— 0.15' 0.937' I BY PRODUCT: — .25" PLASTPRO INC. FIBERGLASS DOOR PART OR ASSEMBLY: COMPONENTS .75" - -- 1.25' --L 0.75' Documents Prepared By: C7) BUILDING CONSULTANTS. INC. P.O. Box 230 Valrlao FL 33595 YV Phone No.: 813.659.9197 Florida Board of Profeeebnol Engineers Certificate Of Authorization No. 9813 Lyndon F. Schmidt. P.E. No. 43409 RAA - Projects\Project Folders\proj 1501 - 1600\PF 1596\D. RWBC Drawinys12010\FL-15210 dwg. 9 1 N O OD V g t W V P A W N --81 CO V CA W NI_ '0 CO — 2 0 m O(-) m> ft zt c'>2200('0''0 i0�>°0mO-xxQ1 -O,,tiltiO ,-.o-oxZw> a.0z:..- -7..... 4�ii~;i> On n�x0<x -0,- ce-.XvOaAD) OO x AN2_AZZZ 'i=a_A?�SA=N-x wAzN nn OA0=>000z ZZZZA Qy>O �caA 0. y6s.6= w 7c7K NI gi_N�-0172rnmgr�rg1,rr11112xx2SO 3gm OyAZSx0�O`> AT- v=GV 0 m SN cn NN A A AAA m m GiZ3 m i -0 O n 2 m x 02 tmn trni,'inl'in'trnn0 m� > Ac00 0;m �_-0S ..0 01'O• v ,0E, -,6p0000 Immm m 0 v 3 0p m m m 0 n n p 00 8 n N �p 00000 im ,-,r_.n v D oOnpO�Z Om !n RI m R v Po m A A Z A 7, O z m O f m m F) n 22,2-z0 0 I� > C 0 0 m n 6 F O m N n I iZ (Yj �r > ---<N ; 'nA0 ZrD A m m ap nn o 01 O H w mr',i' i' O 0 i Foo Z v O A > c t7 •n-1 o Z 0 D In N N to to N m m m m m• m m rn m m \I Sn tvINO DATE 0 2012 R.W BUILDING C0N.ULT*NTS INc • N• SR n r > r > r>" r n G C C C C C C C O 11 n n -r-)KC c rn m m m rn m m_,> O., < 1 m m m m 0 m O O 7 �0�0�000� 611 o° Z c 4 r�r o0 -00-00,0,0 -< REVISIONS PRODUCT: PLASTPRO INC. FIBERGLASS DOOR PART OR ASSEMBLY: BY BILL OF MATERIALS S1YS 31VW i0 TN Documents Prepared By: J V BUILDING CONSULTANTS. INC. P.O Box 230 Velrico FL 33595 YY Phone No.: 813.659.9197 Florida Board of Prof...lanai Engineers Certificate 01 A��t1horixation No. 9813 L� PK--_ 2 • «-i t_ Lyndon F. Schmidt. P.E. No. 4,3409 M IAM I•DADE 1K�1�1t1114 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 h .ve 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 Through 5 of 5, dated 01/15/04 and Last revised on FEB 01, 2012, 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 Small Missile Impact Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. 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 # 09-0310.05 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/nern/ MIAMI-DADE COUNTY APPROVED NOA No 12-0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 Page 1 Eurotech Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0310.05) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09-0310.05) 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 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 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 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC 2010, prepared by Al Farooq Corporation, dated FEB 02, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor Calculations and structural analysis, prepared by A1-Farooq Corp., dated 04/28/08 and last revised on 06-02-09, signed and sealed by Arshad Viqar, P.E. (transferred from file # 09-0310.05) 3 Glazing complies w/ ASTME-1300-02 & -04 QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus", expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB interlayer", expiring on 12/11/16. STATEMENTS 1. Statement letter of conformance to FBC 2010 & no financial interest, prepared by Al Farooq Corporation, dated 01/25/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. OTHER 1. This NOA revises NOA # 09-0310.05, expiring on June 10, 2014. 2. Test proposal # 07-3527 approved by BCCO. q ` . / L1 51tia 1 l -i4 c, vt Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 D. E. F. G. E-1 SEE SEBAATE NOA FOR TRA IQSOM RATING D DETAILS _ ISI 1 I /I 5" MAX. HEAD/SILL CORNERS 42" FRAME WIDTH 13" MAX. HEAD/SILL / ° I/ AI (C)=_— /(;�� / II / II / AaIVE LEAF II n = n O (2) ADDL. ANCHORS AT 3" 0 C. AT MTG. STILE ENDS REO. FOR WOOD ORS -- WOOD BUCK INSTALLATIONS ONLY SURFACE APPLIED FALSE MUNTINS MAY BE USED i \ I, II DOOR HINGES SEE SHEET 2 FOR OUANTITIES & CAPACITY ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 31 3/4" D.L. OPG. 39 1/8" LEAF WIDTH DOOR HINGES SEE SHEET 2 FOR OUANTITIES & CAPACITY SEE SEPARATE 1404 FOR SIDELITE RATING AND DETAILS MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ELEVATION$ 75 3/4" FRAME WIDTH 13" MAX. _ HEAD/SILL I( _-u Ir II/ I / II =fir / I / ACfIVE LW' II II \ 1✓ II \ I� ---aq BQ \ I \ l I r; 29" D.L. OPO 36 3/8' LEAF WIDTH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. \ \\ II 1I I II II \ 5" MAX. HEAD/SILL CORNERS Io / ir- / .i 29" D.L. OPG. 36 3/8" LEAF WIDTH Engr: JAVAD AHMAO CIVIL FLA. PE 170690 C.A.N. 3530 12 falaUCT =grub Pligreis hetirpoisN. 12_020 -0 47 fykMlr X4=9) E z oO o. ce Obi Vo i1 O°-( 8 'A - 1 a6f E i 8 drawing no. W04-011 wheel 1 of 5 I DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE I GIASS TYPE 'A' WIDTH HEIGHT 1 EXT. (+) INT (-) 2/6 1 75.0 85.0 3/0 6/8 1 75.0 85.0 3/6 1 75.0 85.0 2/6 75.0 85.0 3/0 7/0 75.0 85.0 3/6 75.0 85.0 2/6 75,0 85.0 3/0 8/0 75.0 85.0 3/6 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REOUIREO. LOCKS SINGLE DOORS; 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE I-1/4' X 1/4" X 16-1/4" LONG ATTACHED WITH (2) 08 X 3/4" SMS HINGES SINGLE DOORS • TWO-HANDED COMB HNC EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6", 12", 35', 63-1/2' AND 92-1/2" FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 100.0 140.0 3/0 6/8 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 7/0 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 8/0 100.0 140.0 3/3 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE I5 REQUIRED. LOCKS SINGLE DOORS' MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) #10 X 1-1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR STRIKE PLATE 1-1/4" X 1/4" X 16-1/4" LONG ATTACHED WITH (2) #8 X 3/4" SMS HINGES SINGLE DOORS' TWO-HANDED COMB RING EXTRUDED ALUMINUM BRIOGE 2 8Y 'GIESSE' (7) PER LEAF AT 7/0 AND 8/0 000RS AT 3". 9" AND 26-3/8" FROM TOP AND BOTTOM, ONE AT MIOSPAN (6) PER LEAF AT 6/8 DOORS AT 3", 9" AND 26-3/8" FROM TOP AND BOTTOM / / 1 / I1 // / DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. (+) INT (-) 5/0 6/4 5/0 7/0 6/4 1 6/8 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 5/0 8/1 I 75.0 n 8/4 x75.0 75.x\ LOADS SHOWN ABOVE ARE POR- i INSTALLATIONS WHERE WATER NFILTRATION RESISTANCE 15 NOT REQUIRED. LIMIT EXTERIOR(*) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ITEM p 1 2 34 5 PART p ER006 66012 001566 v0-1483 V2-1481 v2-1535 2801 READ. DESCRIPTION AS RECD. DOOR FRAME AS RECD. DOOR LEAF 1/ LEAF DOOR BASE BOARD 1/ DOOR FRAME SILL 1/ DOOR SILL BASE AS ROD. ASTRAGAL STILE CASKET 4/ LEAF GLAZING BEAD AS RECD. GLAZING 10 11 12 13 15 II- IS LOCKS DOODLE DOORS• ACTNE LEAF. MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) #6 X 1-1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE 1 FAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 002188 ATTACHED WITH (4) #8 X 1-1/2" SMS. HINGES DOUEILE DOORS; TWO- HANDED COMB MING EXTRUDED ALUMINUM BRIDGE 2 BY 'CIE SSE' (5) PER LEAF AT 6", 12". 35", 63-1/2" AND 92-1/2" FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. MATERIAL 6063-T6 to !ANP./SUPPLIER/REMARKS 4. RI j O 6083-T6 - 6063-08 - Z m i 6063-06 - 0 6063-T6 - I" W R6063 -T6 - Q a 6063-06 - 0 w- OUROMETER 7525 SNORE A 1 F� MONTICELLO G V r LL GIESSE O ~ EPDM 1001/50 I/ CORNER CORNER KEY 1 ALUMINUM 006000 4/ LEAF H1NGES I ALUMINUM p10 X 3/8" 4/ HINGE A5 RE00. I BULB W'STRI PNGHINGE N SCREWS- IREW #121X 1 21/41 A5 RECD RAMEASSEMBLY ASSEMBLYSSCREWS I - 3/16" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB 8Y 'DUPONT' /16" H iREN'D GLASS 0E< NH SELF DRILLING 0 SMS zg Q W .4 E PH MACHINE SCREWS 3/16" HEAT STREN'O GLASS .100" INTERLAYER SENTRYCLAS BY 'DUPONT' 3/16' HEAT STREN'D CLASS SILICONE GE SCS 2800 SILGLAZE II SILICONE GE SCS 2800 SILGLAZE II GLASS TYPE 'A' GLASS TYPE 'B' ING OPTIONS FIQDVCrnsvIcro ol0.4 'AY Iw Aw1Y Mog4Aw•III.) -oto •�3 r".r1rMh. OM* o /y sow ...wriwew NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Eng', JAVAO ONTO CML FLA PE 3Y 638 70592 , C.A.N. A 25 ‘:P NW'_ 0 . ° o > 0 0 ` ° < m o vj S a a (drowing no l W04-01, [sheet 2ot 5 I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING _• a EDGE ON• . 0 a a ci 0-- ACCESS HOLES WITH PLUGS 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING —11i-----'VT-SEE—SEPARATE NOA II 10 FOR TRANSOM II- I, jL __�J71i RATING AND 'DETAILS 8. i1•i.Z--7t Lf`C3 11 II 1, I II II II II L J Ji 1 MIAMI-DADE COUNTY T. APPROVED MULLION SEE SEPARATE NOA /8 X 1/2" SATS 3" FROM ENDS AND 10" 0.C. MAX (4) /12 X 1" SMS AT 2" 0.C. MAX AT CENTER OF SILL RECD. AT DOUBLE (XX) 00055 ONLY EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 N TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE_ DI TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING I/M0MUC1 MMVISRO - y wIM M <'lelM AIM IleetroOks TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. STRUMETAL CTURE WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. R SPACING 1/4" DIA. ULTRACON BY 'FLCO' (F1.-177 KSI, Fy=15 INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY F ! :1 tGRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ggg z n P6 8 a O • -IU M • T 0° M CRa8 oo .8 LLN� ,J any E 42610 U z TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN C-90 HOLLOW/FILLED BLOCK AT JAMBS fm a 2000 PSI MN. SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS.(� Erman JAVAD AHMAD CML 01.A. PE # 78592 C.A N. 538 4 .8 II B S< b £ drowing no. W04—01� (sheet 3 of ) 0M31O-8OM\1 -d1103 eLe9-09z (so5)'xra ooTe-rez (905)'131. tLTSE VORg1d `I W VI W 3AV Le 'WS SECT 1N314dOl3A3O Lonao8d 8 SZ133NI0N3 NOI1d21Od21O3 bOO21VI'lY LIZO-Of9 (1,g6) '753 L966-0£9 (196) X31 KM 13 '31V0834f1V1 'Li 30V8831 RIZ '3'N lOZ5 'OMs3Ri.iSfGNI H33108(13 (Tri -0 8000 3ONV211N3 ONIMS1l0 YIf1lV i v as �wN N � j U_ 3af olox 01. came. 11.19810 3 i NOSIA3N 993113'0 80'11'90 8 1 384 9000 803 amen 90'90",0 r 1 uol;)Juosal.A% 401,4 �iK Ou pi 5 u 31 I 90-51-10 :slop' �a -rw)1 (1111,4 ( -1 = .9/0 v,wsl x O 3 o N 0 O 0 • 0 0M31.O-vOM\1Nr-dWo3 sL61}Z9Z (00E)'XVi 00L5 -19Z (SOC) 131 VLLE£ VOIMOti'IWVIW 3AV L8'M'S SECT 1N3Wd013A30 10110OUd'8 SLO3NI N3 NOf1V IOdaoo bOOav1-1v LIZO-O£9 (KO "XV! L966-0£9 (sS6) 131 4££££ 'id '31V02130f1V1 'J3 30VN831 H1Zl '3'N )O? '0N1 S31211S110N1 H03102J113 [-OW]) 21000 33NV211N3 ONIMS1f10 WOTv 1 I II 'fq 13305 950 305v00 ONL19C10! J I ( 011C. :tq .pl 001911321 TItl3930 X90 11.'0 9 13305 501 30NY140 ON j9011t Mi v I .1 - .9/£ 0190 u000u0Sa0 60 I 9300 i0uf suolsma� t0 -61-1Q 91epI W K 0 O 19 cv DOOR BASE BOARD O ASTRAGAL STILE O FRAME SILL GLAZING BEAD O W CO N O CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 Date Received: 10/15/13 Permit Number: BLDG1310-0131 Lot: I Block: Subdivision: PINETREE ESTATES Job Address: 6884 NW 63 WAY Work Description: IMPACT WINDOWS (35) & DOORS (7) Contractor: ATLANTIC COAST Phone: 9547468770 WINDOWS & DOORS DEPARTMENT Date Denied Date Approved Initials ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL \p\23\ �$ ELECTRICAL PLUMBING MECHANICAL