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WS-15-1772 0® Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243374 Permit Number: WS-7-15-1772 Scheduled Inspection Date: September 15,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: CONTESSA, MICHELE Work Classification: Window/Door Replacement Job Address:9220 NE 2 Avenue Miami Shores, FL Phone Number (305)761-5243 Parcel Number 1132060133060 Project: <NONE> Contractor: TURA BUILDERS CORP Phone: (786)333-4264 Building Department Comments REPLACE 16 WINDOWS AND 5 DOORS OPENINGS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-239160. Provide letter from Eng/ i�4 Arch for structural attachment with 2 X Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid September 14,2015 For Inspections please call: (305)762-4949 Page 46 of 56 Edward . LANDERS, P.E. C 0 N S U L T! N G ENGINEERS I September 14, 2015 Village of Miami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida Attn: Building Official Re: Special inspection Project: Contessa Residence Permit#WS-7-15-1772 9220 NE 2"d Avenue Miami Shores, Florida Dear Sir; This letter is to advise that we have reviewed the installation of the 2"x8"wood bucks attached with %"x 4-3/4" at 16"on center, two rows staggered. We conclude that the wood bucks will meet the requirements of the Product Approval for the windows and doors. All work conforms to the approved plans and specifications, the Village of Miami Shores and the 2010 Florida Building Code. Please call if we can provide any additional information. Very trul ou E and A. LaVrms, : President 7850 NW 1.46TH STREET,SUITE 509 x MIAMI LAKES FL 33016 x PHN: (305)823-3933 r FAX: (305)823-9355 n Miami Shores Village ' 10050 N.E.2nd Avenue NE ' � Miami Shores,FL 33138-0000 Al 3 t. " Phone: (305)795-2204 K _ Expiration: 0111912016 3 fL: Project Address Parcel Number Applicant 9220 NE 2 Avenue 1132060133060 MICHELE CONTESSA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell MICHELE CONTESSA 9220 NE 2 Avenue (305)761-5243 MIAMI SHORES FL 33138- 9220 NE 2 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 25,000.00 TURA BUILDERS CORP (786)333-4264 Total Sq Feet: 0 Type of Work:REPLACE 14 WINDOWS AND 5 DOORS OPEN Available Inspections: No of Openings:19 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:8 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $15.00 Invoice# WS-7-15-56352 DBPR Fee $4.35 07/15/2015 Credit Card $50.00 $317.70 DCA Fee $4.35 Education Surcharge $5.00 07/23/2015 Credit Card $317.70 $0.00 Notary Fee $5.00 Permit Fee $290.00 Scanning Fee $24.00 Technology Fee $20.00 Total: $367.70 In consideration of t issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining t o and ins 'et conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting is rmit a me responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required f r ELE TRI L, LUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS FFID VI T I rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio and z nin thermore,I au orize the above-named contractor to do the work stated. July 23,2015 Auth ig re:Owner / Applicant / Contractor / Agent Date Building Department Copy July 23,2015 1 '7 Miami Shores J � UL 15 Village 2 15� f Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 2010 Cj BUILDING Master Permit No��.� " L PERMIT APPLICATION Sub Permit No.W BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ,,�D CONTRACTOR DRAWINGS JOB ADDRESS: g 2 2 0 /l� Z*"c4 A""� City Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFFE: FFE: OWNER:Name(Fee Simple Titleholder): f v1"-e- I Phone#:V -1 b ' � AddresQs:: -�- City: t sA tk l G��J State: �..�. Zip: �� J Tenant/Lessee Name: Phone#: Email: VA 1 ' ° ,f t�r_ CONTRACTOR:Company Name: Til A Vl l��,o� Phone#: qs� 1 .3.53 `T v�v Address: 332-2 S W L City: wt 01 vim State: 1'L Zip: Qualifier Name: A�-M(,-A A--vw(-A'6 6N Phone#: -98 Co 3 3 3 '4 8(o I State Certification or Registration#: C /5/ 45 0-:) Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 2 6-C 00 0 0 Square/Linear Footage of Work:� Type of Work: ❑ Addition Alteration ❑ New KRepair/Replace ❑ Demolition Description of Work: I/� �U rG✓ S Specify ci lot'�gfCoksatl>m lick' , Submittal Fee$ Permit Fee$ 247®-000 CCF$ JS. CO/CC$ el Scanning Fee$ Radon Fee$ �DBPR$ Notary$ Technology Fee$� Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ o (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work,will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the a ce of such posted notice, the inspection will not b ap ro and a reinspection fee will be charged. Signature Signature I OWNER or AGENT CON RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I01 day of, 1 U I ,20 J ,by day of 20 by �!WV--Lr OGN r.STA ,who is personally known to Mr*i4p.c. A-- [A i A . ,who is persona y known to me or who has produced %,Pl as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: R044a Print: $� Seal: sk dia ANO Seal: �g gory Public'Stye ofJAssn any CommiWo"FF ass}s0 Aly Comm'Expires oct 1 Expires 08!03 ®a a Cmrtmiseio0 N EE 106 Boomed Tk0*Nates N a**w�e�xwm APPROVED BY t� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) V. 0 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-251819 Permit Number: WS-7-15-1772 Scheduled Inspection Date:January 29,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CONTESSA, MICHELE Work Classification: Window/Door Replacement Job Address:9220 NE 2 Avenue Miami Shores,FL Phone Number (305)761-5243 Parcel Number 1132060133060 Project <NONE> Contractor. TURA BUILDERS CORP Phone: (786)333.4264 Building Department Comments REPLACE 16 WINDOWS AND 5 DOORS OPENINGS Infractio Passed CommentsINSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-239161. No access Failed Correction a Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-Inspection fee is paid January 28,2016 For Inspections please call: (305)762.4949 Page 28 of 33 ) 72- MIAM FMD 1 J •fir;,.: 11IIAM DADS COUMl PRODUCT CONTROL SECTION I)SPARTMENT OF REGULATORY CONO', C REgQ 9 (RER) 11805 SW 26 Sftc4 Roan 208 BOARD AND CODE ADMINIST] DYVISX _ T(786)315 2590 F(786)315 Z593 NOTICE OF ACCEPT A► .miamide fta vlg 2u my 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 REEL- product Control Section to be used in Miami Dame County and other areas where allowed by the Authority Having Jurisdiction(AEU). 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(m areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHI may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. 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-Gaard 500"Outawing Aluminum Casement Window-L.MX APPROVAL DOCUMENT:Drawing No.W11-05,titled"S-500 Alum.Outswing Casement Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/23/11,with revision C dated 01/11/13,prepared by AI Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-x)ade County Product Coj of Revision stamp with the Notice of Acceptance number and expiration date by the Miami-'blade CA(y.• ....... Product Control Section. •• ••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 496:09 •• •••••• LABELING: Each unit shall bear a permanent label with the manufacture's narwg w logo,.city,.state, modci/series,and following statement: "Miami Dade County Product Control App&AwXg unlcsSVftr vise ..... noted herein. •••••• • 000 ••i..� RENEWAL of this NOA shall be considered aft a renewal application has been Me8•and there 1as;een •••••• no change in the applicable building code negatively affecting the performance ofth s pract. •• TERMINATION of this NOA will occur after the expiration date or if there has been a revisicVMehange ••• in the materials,use,and/or manufacture of the product or process.Misuse of this UQX As an endent;•••• of any product, for sales,advertising or any other purposes shall automatically terminate this 14W Fliiure 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#12-0223.27 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-0206.07 Expiration Date: May 19,2016 Unum Approval Date: May 02,2013 pr' 15 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W11-05,title,"S-500 Alum.Outswing Casement VVdw.(L.M.I.)", sheets 1 through 6 of 6,dated 02/23/11 with revision C dated.01/11/13,prepared by Al Famoq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: l)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 20� 94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3140,HETI 10 3141,HETI-10-3142,HETI--10-3143 and HETI-10-3144,dated 12129-30/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by At-Farooq Corporation,dated 03/01/11,signed and sealed by Jaffid'. Ahmad,P.E. (Submitted under NOA#I1-0309.#Q '..' ; ...•�• •••��• 2. Glazing complies with ASTM E1300-04 ••9 9 9 9 • • •• 9999.. 9999.. • 9999 . 0 :9999: D. QUALITY ASSURANCE ��**Go 1. Miami-Dade Department of Regulatory and Economic Resource§(RER} ••••• 900.09 9999 9999. . . E. MATERIAL CERCERTIFICATIONS9999.... 09 09 9 9099• 1. Notice of Acceptance No. 114624.01 issued to EX DuPont Wr;&�urs ja dq.,Inc.....:. for their"DuPont ButaciteO PVB Interlayer"dated 09/08/11:expiring o$121'21/16. .. 9999.. 9999 . F. STATEMENTS •••0 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 27,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No.12-0223.27,issued to Eco Window Systems,LLC for their Series"500 ECO-Guard"Outswing Aluminum Cas ment Window--Lld ", approved on 05/03/12 and expiring on 05/19/16 Manuel P P. Product Control min r NOA No. Expiration Date: May 19,2016 Approval bate: May 02,2013 E-1 37' • ••• • e W • • •• • f• •• • • • 3VILL ¢ qp • • ••ISE • • sv gJ � {$$. i/W TEMP.GLASS '"m 3/8'AIt SPACE •• • • • •• ••• •A • R • t/e't�AT 8iREN D Caass 1/8 ttEAT ffiREN a CRASS •o i•i i ••• lie • Sf AN KIERLA ER .tom•tTE>rtAYER • • • • • • • • tt / BUTApTE PVs GY'0UPatiT' wwrE pys 8Y'OVPW .60 • • • • • ••• w i� / a t/8'BEAT STAEN'O.GLASS t/8'HEAT STREND.CRASSSIUCOK SIUCM tlOrCORNPIS� 8th s a • -_ � � SETTS'n III mf'-M AT ONUL Ohl.aAS3i; e GLAM Wo LED TO CLEAR SLOMCS GLASS TYPS 'A' GLASS T IB 'AA' 8 POINT LOCK ,2' GLAZING 9PnoNs taut Z L2 LOCKM pavers SILL CAItNFAS a till.NvwKIlkIMPERS TYPRCAL ELEVATION (� IS+ro AT or 2 S 3 4 SCO--GUARD SERM-600 j i g ALUMINUM OUTSMG CASES ENT WIND 0{9 a APPROVAL APPLES TO SINGLE UMTS OR SIDE BY SRS MAXIMUM DEM LOAD RATING m t 70.0 PSF COMEHNAnONS OF CASMT/CASMT OR CASEMENT WITH OTHER eve sus mom at tri - 75.0 PSF WIC TYPES IN MODULES OF TWO OR MORE WINDOWS USING _ WAMs-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER OESK,Uy PRESSURE FROM WINDOWS OR MUU.ON APPROVAL WILL APPLY TO ENTIRE SYSTEM. . THIS PRODUCT RAS 8EEN MMIED AND TESTED TO COMPLY WITH THE S REQUIREMENTS OF THE RAMM BIdDW CODE INMUDING,IGH VELCCIIY m• HURRICANE ZONE(11014 THESE WINDOWS ARE RATED FOR LARGE It SMALL WM E IMPACT. SHUTTERS ARE NOT IED. LOADS TO THE S ^t, WOOD8S . TROTtTU�,MIST BE ANCF D PROPERLY 70 TttA�FER rpn pRODUGTRHVIiED Td IkIE 44Ct M SHALL 8E AS LISTED,FACED AS SHOWN ON DEMO ANCHMr�� D 705022 wama�yldgevBM6•FlmlE9 AMOMENT TO BALM MATEIM SHALL 8E SEYOND WALL DROWN OR STUC 00. _ ANCHORS OR LOADING CONDITIONS NOT MiM IN TlESE OETAILS ARE DAM 140T PART OF THIS APPROVM.. NOTE: A LOAD GURATION RCCREASE IS USED IN DESIGN OF ANCHORS INM MOW ONLY. CLASS CAPACITIES ON THIS SHEET ARE drawing MATERIALS IMMU BUT NOT UMWTED To AL SC'tEWS,THAT BASED ON BURW40 COMMISSION 300-04 Oi GUSTS) 'g X111—flS COME ROTO CONTACT WITH OTHER r T�SHALL MEET THE AND REOUIREVENTS of M RARM Imo.CODE SECTION 2003.8A. DECLARATORY STATEMENT DCA05-OEC-219 ,�8 .. .. a . ee. •• e . . . e.. . • . . •• 1YPM Atm WOOD Isy � TYPICAL A0112iCR9 --- -- IE a". _ • a:' •' ,�. .'a; ..•; , '• .. • • IMFN�•DAI� APPRDVE� 1 e e .b4 a' e`. °'•' b' °. a e • �IfIIR,O�t i •• ' .s'a i• I � 1 AA I 1 1 •e • 7 e •ee ee • • • Q 'h • • • • • e • e• • •SM • • eTYFICAL ARCHON e• •e 4 2 TYP�N FORsm a"! 9 O FOR SH11UtNO WOOD TYPICAL. ABTCHORS: SBE Em.Fat SPA m j MUST BUCKS AND METAL STRUCTUREEBY NOT BY ECO WOW. /4 DM. TAPCOM SY s-1 MUST SUSTAIN LOADS BSD 8Y GI�421N6 SYSTEM / " (� 30 0.F�-=10 � AMD TRANSFER THEM TO THE BUILDING STRUCTURE. 1/-4" OIL ULTRA= BY !ELM-' (A.177 M"tom ttSI) INTO 231'WOOD BUCKS OR WOW STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CON$ OR MASONRY 0 1-1/4- MIN. EMBED INTO CONC. OR MASWW DIRECTLY UNTO CONC. OR MASONRY be e r� 1-1/4-MIN. EMBED INTO CONC. OR MASONRY Z g� { #14 SNS OR SELF GRID SCREMPS WRAOE 2 0118) yi . INTO METAL STRUCTURES STEEL: 1/8-THK MIK (Fy m 38 KSI NUN.) � gig ALUMINUM : 1/$-THK. NUN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUM TO SE PLATED OR PAINTED) 012 SMS OR SELF MM W (WN 2 CRs) INTO MIAMI--VADE COUNTY APPRDVED MULLIONS (MIN. THK 1/E-) (NO %W SPACE) lif TYPICAL EDGE 0181MICE INTO CONCRETE AND MASONRY B 2-MIN. INTO WOOD STRUCTURE ,- 1- MIN. $ 2 INTO METAL STRUCTURE a 3/4-MRN. 1 CONCRETE AT HEAD.BILL OR AM11113 re -3Oth PSI DIN. ® t0 1 C-W HOLLOW/FALED BLOCK AT JAMBSI To n 2000 PSI NUN. -S JI-I Emu 4WD"m PROM=RRYIND 4: con LEM No 1 I A 'gp •1 ' $ TYPICN•ARCHON •. t I i�ll%Y.App • ..,-$:. q 1sm •�: iBY SEE a". drawing m :: •a FOR: wood SUCK Fat spm 1� W 11-05 sheet 2••T . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... ... ./a°MR*• . ... .. ,/.•WX ,/a•MAX • • • • • • •• 2 SHIM • • • • • • s®, i 4 8 _- --- , ------- 9 00 ems. — Lo •. — STRLMTM oy 7 ' msec 8 4 1YPoCN.N EXTERIORFOR SPACM i 0.L.cm21 'i•. t VFM sm wimm"m o APPRDM SEE M z3�' IMAPM ANCHORS Sly EM.RM SPACM i n woo=WMI wemm wmn, p &ram MUM fm { 9� W11-05 .nw Of • . .•. . . . ... .. .. • . . .. .. . . . . . • . . . . . . . . ... . . . . ... �a S - -- ---------- .; t3EN .•: •.� II LION ._---- •' • 6 Trr .' I • • • • • ALT. • • • • • • • • Is TYPICAL ANCIM TYPICAL ANCHM FOR SP FOR SPA u ALT. y TYPICAL ANCHM 0 ° SEE aEV.FOR SPACING TYPICAL ANCHORS ° SEE ELEV.FOR SPACING ° •'s ALT. INSTBil s 1'(ON DETAMS-WITH EM FRAn ADAPTER Yrs am ANM PItOAiNTRBVI �+ FIA.PE 70507 affiSteFImMO -11 BNO $ drovAng no. 15 DO 6 W11-05 . . ... . . . ... . . . . . • . . • . . . . ... . . . . ... 2.756--4 MW PART 8 *mom mmmwnw MATm" owl/at1PPL WMINAM I m _'_4 emT8 AW 9 4 80N-76 1 3 Foos• 4L4 REm or+ we •• 6083-16 - � E ABZ 3A W-0-DD. �EEj 606J-1a - 4 MW AS FMGISAM-•Y64't.EtBWSWK • 6003-16 - 4A on AS ef3W. &518 8-FRAa SAL tkt m W03-16 - 078 2621 5 EMS oPOIXVIIL SMU RVAM 8083-:5 - t8s3 7 Ito x t-i/• A80E8l�Y - X Wi SRS a Ewe sqmpmK uuRK 9 EIM • AV IS!!. 9FAD6lRRa64drRatffiRR 65 lvmnw ULYW Te 10 35.12.00.400 AND eon& sTE81. YRM OMPA mm(2)f10 x 5/S'as it 1308&9!• •i• N9LT1 FM 9=000•• L6fK1 TRURI 0 FRAME MD/SWC 12 - 6/KM 1( t 551. is - 1/1804: mo WARii 2.364 N MM-ss 2/MW FIt 40 f CMM KEY 8L SAL 18 M20 AS MM nJM FOO AttWM 8063-Ta OPT1MM t - i6 3 An SKI SiWE KAM WIM PIAMIN Fd 17 110 X 1-1/4! 2/SKATE FH Sly NM StYM to #8 X 31V A$MM FH 80 SH B M a et PASS 1 MART.PAW MM N 7-3/e U. 2.084 to - 2/LRE t E"M 9toM 3/t6•X 3/P X e I 1 AT 6• OUR==EM.OUR= 80 3n 20 Ft8-SII CLASS SPACER-1 MW SUMNE FRW UM .are 2.813 ale mo ALAM• ALL JOINTS AND FRAME CONNECTIONS SEMM WITH 1 SCHNEE-MORMEAD SM5504 SEAM SEALER." PARMETER CAULKING SICAFLEX 15W ON EXTERIOR ONLY. ® VENT O 519 Sao A82 �g LOCK SYSTEM /1304&92 BY 'TRUTH' Z AT K OP JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2"FROM SILL20t1 FASTENED TO JMW WITH (2) 010 X I3/S" SMS. ty �of �3 .645 � I= BAR SECURED TO JAMB WTM LOCK GUIDES FLUSH FRAME ADAPTER EACH Q=FFAISTEENNED WIACED TH (2) 0 D.C. PPPPH SMS Din M7 t' STAINLESS STEEL KEEPERS #31984.92 AT VENT O GEA2ING BEAD(IAM.GLASS) EACH FASTENED WITH (2) #10 X S/8"P FH SMS 3 .493 SEE CHART ON SHEET 1 FOR QUANTIES. t� t. 803 oa54 BAR ST/ST HINGES 035.12.00.400 BY 'TRUTH' B N I LOCATED AT TOP AND BOTTOM CORNERS .493 FASTENED W M (2) #10 X 5/8"P PH SELF DRILLING SCREWS - OPINUMR: s m u ®MA2@IG SEAR(MIME..LAM. GLASS) to CORNER KEY a ARM ROTO OPERATOR #52.13.012 BY'TRUTH• LOCATED AT SILL END FASTENED WITH (6) /10 X V P PH SMS OPERATOR TRCX g non PRt7ti1WRWHW 845 148 FASTENED WMi ((2) #10 XA1"PIH SMSFug'PE70MA° ad�t�BTo71da g CAN AeeNa Iso 120 .) 120AM-SAG SKATES: 'tot * I YOM ANTE-SAG SKATES BY 'M&M PLASTICS, o � a• 2 AT LOCK STl[E AT 8-3/4' FROM TOP/BOTTOM RAILS 1 AT BOTTOM RAIL AT 4" FROM LOCK STB.E W11—O5 Q SNUSSER -•VENT © WUMER FRAME E" FASTENED WITH (2) 010 X 1-1/4- P FH SOS. ahad of •• •• • • • •• •• • • • • • • • • • • • • • • • • •• • • •• 14 ' I 0 a w� 0 c VENT CORNER FRAME CORNER evil I sEW MM � altODllCC[tt3U1�D a RA ME 7W2 AZ4,6 7dmwrng no. 11 W11-05 t s 4 MIAM h1IAMI DARE COUNTY Y ,, PRODUCT COIMOI.S$CTION DEPARThUM OF REGUI,IITOR � S%V 26 St ON C CES(RER) 11805 reek Room 208 BOARD AND CODE AD .� OAilt ;ETJR T(786)315-2590 F(786)315-2599 NOTICE C)F ACCE ,A -; wmwmiamidad%gUJUoMv 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 atter 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 far quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined) by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zane. DEsCRIMON:Series"Eco-Guard SSO"Aluminum Fixed Window--L.M.I. •..• APPROVAL DOCUMENT:Drawing No.W1 110,titled""SO Aluminum Fixe81 Wipdow(L•.NJJP, ...... sheets 1 through 6 of 6,dated 02/28/11,with revision B dated 01/11/13,prepared WAL-Tal N Ciwporation, .• signed and sealed by Javad Ahmad,P.E.,bearing the Miami Dade County Product GeakeLRevision Udnp ....:. with the Notice of Acceptance number and expiration date by the Miami—Dade County-Awduct Contool Section. .••••. :...:. • . .... . ..... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ...... ... ..:..' LABELING: Each unit shall bear a permanent label with the manufacturer's name•er logo,city+,:state,....�. modeUsenes,and following statement: "Miami-Dade County Product Control Apppv1dv unless otherwise • noted herein. •••••• RENEWAL of this NOA shall be considered after a renewal application has beam filed Ind the�e las been .... no change in the applicable building code negatively affecting the performance of this product. •..• URmiNATION 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 mon 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. N 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#12-0223.28 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. NOA Na 13-0206.08 Expiration Date: May M 2016 5 Approval Date: May 02,2013 Page 1 f Eco Window Systems.LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturees die drawings and sections. 2. Drawing No W11--10,titled"S-35d Aluminum Fixed Window(L.M.L)-,shects I through 6 of 6,dated 02128/11,with revision B dated 01/11/13,prepared by AL Farooq Corporation,signed and sealed by 3avad 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 marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-103145,dated 12/29/10,signed and sealed by Candido F.Font,P.E. (Submitted underNOA#11-0309.07) 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 marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI 103146,HETI-10-3147 and BETI 10-3149 dated 12t29/10,alls: end •�••• sealed by Candido F.Font,P.E. ' ' • (Submitted under NOA#110309.07) •••••• •• •••••• 3. Test report on: 1)Uniform Static Air Pressure Test,Loading:per FI;G"�TAS 2020-94 ,••••; along with marked-up drawings and installation diagram of an arum fdad.:. • window,prepared by Hurricane Engineering&Testing,Inc.,Tej rt 1-fq, ... ..:,.' HETI-10-3148,dated 12/29/10,signed and sealed by CandidoXV9fit,P.E..•• : �..... (Submitted underNOA#11-8309.07) •••••• • • • • • •••••• C. CALCULATIONS .00 :••••: 1. Anchor verification calculations and structural analysis,complying with FHI,;46070- • prepared by Al Farooq Corporation,dated 03/01/11,signed and sealed by 3avad Ahmad,P.E. (Submitted under NOA#11-0309.07) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) Manuel PWKPQL Product Control er NOA No.13-0206.08 Miplratlon hate: May fly,2016 Approval Date: May 02,2013 �-1 Eco Window Systems,LLC. N P_CE OF ACC T-ANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont ButaciteO 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 Abmad,P.E. (Submitted under preWous NOA#12-0223.28) 2. Laboratory compliance letter for Test Reports No.HETI-103145,HETI 10 3146, HETI-10-3147,HETI-10-3148 and HETI-10-3149,issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10,signed and sealed by Candido F.Font, P.E. (Submitted underNOA#11-0309.117) G. OTHER 1. Notice of Acceptance No.12-0223.28,issued to Eco Window Systems,LLC for their Series"550 ECO-Guard"Aluminum Fixed Window—L.M.I.",approved on 05/03/12 and expiring on 05/05/16. . • .... ...... •• • ... • . 0000• 44 004.00 • 040.40 0 • ••4• • •• 0000 • • • • • • ••444• 6000 • •4444 644064 ••• 40•00 4••••• • • • 4 • • • 0000•• • • • • • • • • 4 jr' Manuel Perpc;T.4. Product Control E r NOA No.13-0206.08 Expiration Date: May 05,2016 Approval Date: May 02,2013 E-2 . . ... . . . ... • • . • . • • . • . WHO=WDTH FALSE Mumm D1.OPO. • • • • • s • i (>RtlHFACE API�EOI • • • • • e • • • MAT HJE t�EIS a • • ••• • •e• • •0 . . •• ... •• S •• :0* 0 i i i i• Ti SE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. Q� • • • • • ••• • SBHOTTERS ARE NOT REGRRREO. V • • • • • • • I; ,I E —GUARD. MMM-550 �►� i, ALUM NUM FIM WINDOW � 013SON LOAD RATINGS FOR TFC WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SDE BY UK I� jt COMBINATIONS OF FOT.1FOL.OR FIXED WITH OTHER =ee ------ WINOW 7YM IN MODULES OF WD OR MORE WINDOWS HMG 4 II MIAMI--CGDE COUNTY APPROVED ARWOM IN BETWEEN. i LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL g WIU.APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE �+ SITS OF THE FUXW BUIMIG CODE OGCI.UDING HW VELOCITY HLA �. TSSAA w 40 MAIL WOW SUCKS BY OTFODt$,MUST BE ANCHORED PRGPMY TO TRANSFER LOADS TO THE STRUCTURE. g� SELL ANCHORS SHALL BE AS LISTED.SPACED AS SHOW ON 9ETALS.ANCHORS ANT TO SASE MATERIA.SHALT.BE BEYOND WALL Olt Olt STUCCO. #�f TY<RCAI ELEVATIBNAAICHORINGOR LAAOOIS CONDITIONS NOT SH M IN TNEW DEWS ARE NOT PART OF"APPRML A LDAP DURATION INCREASE 0 USED IN OEM OF ANCHORS INTO WOOD OIR.Y. MATERL4LS IP�UWNO BUT PDT LROFEO TO STEEMADAI SGItEWS 7HIAT vH "' F COME INTO CST WRH OTHER SWgJ.MEET THE _ REQUIREMENTS OF THE FLOM M SLM CODE SECTION 20018.4. 1/8'TEMP.am AN AIR 1/S"HEAT STfaEWIL GLASS 1/$'WAT STROM GLASS a/ts-HINT$TROM GLASS c i .090 INTOLWER =0 00134AYM MO BRERIAVER B su mE PVB BY'IIWONT' BUTACITE 1N6 BY'DUPGR' BLAApTE PVB OY' 1/8'HEAT 8TREN-0.OL435 IIW WEAN SMWD.GLASS 3118'HR'AT S ROM GRASS 809 Dow COMM BHS DOW MING m 8 8 3 8 am 7 7 H T In G� H m•�Ft•8 l Rt pug wa lb 0 DOD /b SWING BLOCKS AT INSUL CAN,GLASS I Rm KOM GLAZWO BE010 LEO CYewHGg rro. CLASS TYPE 'A' aT Ass TYPE 'AA' TD CLEAR Btu GLASS TYPE WA=(; OPTIONS JAN 5 sIu•t off . . ..0 • . . ... • • • • • • • • • • bum WAD CAPAODY-P8P DEM WAD CAPM27Y-P8F se4DOW DDS. OLS 7RPS A' OLM 7YPs'AA' mm TYPE•e• MD4DOB DDS sIABB YYPB•• TYP8 7YP9 Yt W4D" tU WA+) IW4-) WA+) IW4-) Wd+) two-) soon+(M Lem w.(+) tfi'd Eqdw) 'w-P-) acrd+) two) :•� 3' 70A 7" 740 73A 70A 78.0 25-1/Y 70.0 •• � 3 • 38' 70A 75.0 70.0 78A 70A 78A 3Y 70A l8.0• 0704 76! 4t" 74Lv • • 4Y 51.7 S1 70.0 78A 70A 75.0 37' 74A 75A 700 0 L 48- 49- "A 57A 70.0 78A 70A 780 1 4Y wlvr $1.7 5L" 70.0 760 70.0 84' 840 879 X0 75A 70A M0 48' 54A 874 70.0 75.0 704 784 50' - - 70A 780 709 750 53-1/5' -it-.2- 84s •70 769 •7!A •7U • Be - - 740 789 740 78A 88' 700 30' 70.0 75.0 700 78.0 M 75A $W - - • *A• •78A 754 • 38' 700 MO 70.0 78A 70A 78A o3' - -• ._700 • 4 4Y 81.7- 8&t 70A 78A 70A 780 25-iJ2' 7p0 7$0 700 7S0 70A 750 or - 48' S4' 54.0 57A 70A 780 70.0 78A 3Y 704 780 700 760 TOA 784 Ww AND LEVO R 05ff CAN BE OMMM a9 889 73.8 889 739 3Y 740 75A 70A 75:0 70A 78.0 VOCCALLY OR i!4}ffiDCI7NJY WORM 8NOWN A90VE BO° - - 540 739 560 739 4Y 51.7 88t 70A 760 70A 760 88' 569 739 850 738 48' 70A 780 700 760 30- 700 78.0 70A 760 704 78.0 83•-1/8' 70A 75A ADA 78A 38' 700 760 70.0 780 T 700_ 760 b5' - - 864 71.1 O.4 71.1 42- 5t.7 85.1 70.0 78A 70.0 760 80' - - 52A 584 520 8&4 (j 48 80' - 70.0 780 740 78.0 es' - - 89A ou 890 89.2 84- - - 549 739 88A 739 28-1/Y 70A 750 70A 78.0 70A 78.0 - or - 87.0 8&4 82.0 884 3Y 760 78.0 ADA 7&0 7" 78A w - - 89.0 884 820 OM 37 �„ 70A 78A 70A 78A 70A 760 30' 700 760 70.0 7&0 700 784 4Y - - 70A 740 7060 75.0 x 38' 70.0 760 70A 780 70.0 760 48' - 700 760 7060 MO 42' 81.7 861 70.0 78A 70A 78.0 83-/J8' - - �0 MC TOA 7" 48' - 70.0 MO 704 78.0 287"-/2' 704 78.0 70.0 78.0 70.0 784 84- - 869 Tis 5&9 Tab 3Y 700 780 700 760 Too 784 824 88.4 824 88.4 3r or - - 740 n•0 70.o 784 30' 74 780 70A 754 7" 754 4Y - - 740 MO 70.0 78.0 Z iq 38' 760 7&0 70.0 78A 740 7&0 48' - - 704 74A 740 780 cQ aS 4Y 7Y - - 780 78A 70A 78A 20-1/Y 70A 7&0 70.075A 7D0 75A 1 { 48' T0.0 7&0 704 7&0 3Y 7OA YU 740 78A 740 7" � 84' 889 739 589 73.8 3T 84' 70A T80 740 78A 3' 70.0 7&0 704 "A 700 7&0 4Y 704 784 70.0 740 38' 70.0 7&.0 700 780 704 74W Or - - 70.0 7" 70A 7&0 42' - 704 784 70A 780 28-1/2' 70.0 7&0 700 7&0 7060 780 48' - - 704 7" 704 760 32' W. - - 740 7" _ 7" 7" w 740 784 704 7" 70.0 760 37' - - 704 784 7" 750 3r - - 700 78.0 700 78.0 4Y - - 704 780 704 7&0 4Y &1' - - 700 78.0 70.0 78.0 20-1/Y 704 780 70A 7&.0 704 7" Q 4' - 70A 75A 704 7" 3Y 9Y - 704 78.0 7" 78A 30- 700 MO 70.0 760 70.0 78A 37' - 70A 740 .70A 780 38' w - - 700 7&0 740 78A 4Y - - 700 760 704 784 - 4Y 7" 78.0 700 78.0 s 30' 740 78.0 704 7&0 <m 38' 98' - 7" 754 7&0 78A 4Y 70.0 780 70.0 780 }L GLASS CAPACITIES ON THIS SHEET ARE RA PE I I= � � "Loam PiwWs 8 BASED ON ASTM E1300-04 (3 SEC. GUSTS). �A11 A4o 6 $ d-win na 15 W11-10 •Ire41 . . ... . . . ... .. .. . . . .. .• . . • . . . . . . . . Illy IYPMi1t ANm0R8 WOOD elf mum"" r YYWJ�A.A.W�►� • •• •1{ �Y .•4'4�`•. 34 v e 2.° • I �• A4 •' FOR >ii {• • IAMI f CW1RQ '�, y 3 MIA LL' t. HN 6 FOR SPACM I JJ TMCAL ANCHORS SES aw.TTIR vA m .. WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOAN IMPOSED BY CIA]9MK1 SYSTEM 1/4`OIL TAPCON BY 'TfNf' (FU-120 Xg.FY-=KIM) AND TRANSFER THEM TO THE BUILDING STRUCTURE. IX OIL ULTRACON 9Y 't7L0' 01"177 K%"155 KSS INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ' ($ 1-3/8' MUN. PENETRATION UNTO WOOD r THRU 19Y BUCKS INTO COMM OR MASONRY 1-1/4MIN. EMBED INTO CONC.OR MASONRY DIRECTLY INTO CONC. OR MASONRY Z L 1-1/4" MIN. EMBED INTO OONC.OR MASONRY " 114 SMS OR SELF OMtNM SCREWS (GRAM 2 CRS) p INTO METAL STRUCTURES m WW m STEEL : 1/8"THK. MIN. (Fy o 36 KSI MDI.) ALUMINUM : i/8"THK. MIN. (8063-75 MDI.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF ORILLINO SCREWS W=2 CMO 2 INTO MM-RADE COUNTY APPROVED MULIX)NS (MIN. THK. n 1/87 (NO SLUM SPACE) TYPICAL EDGE OUiTANCE $ INTO CONCRETE AND MASONRY m 2" MIN. F7 Oi INTO WOW STRUCTURE . 1' MIN. B INTO METAL STRUCTURE m 3/4' MIN. 4 CONCRETE AT HEAD, BILL OR,tom Po a 3OW PSI MK I IF; C-ft HOIJ,iXM/ff M III=AT 4 MM Pm a 2000 PSI MK <{ e L cm FLA.PIE CAA •.'A ,.g $ t TYPICAL ANCHM ..• '°„ t rm4L mom •^ .••'�:. ,i SEE a". i6Y SIDE Em. dfC rtd. �SPS Tsl talar TTN W11-10 ' FSAaFte{t 3 0! . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . • t/a rix • • • • • • • •• t/a'twcSHIM arig C • • • • • • • SHM $ • • • FOR SPACM tmecm ° a waw SIX FOR SPACM • • • ••• ••• •• • • • • • • • • }P• •04 0 • 5 • e .6l o t v . f t � 1YAlCAt.ANp10R8 e R=WOR i slaxi1IR£ t Ot Mam on ' +�! won v"APPIMM SEE � tY w&MICH 4 �M SEE ELflt.FCR BF�INO 21 EXTERIOR kMVDOgI W" MON WCTH d SS PRODtjcrrjwmw dtosing no. ,moi• w��-�a. • .•. • ... .. •• . . .• .. . . . • . . . . . . . . ... , MAL SYRUMM rem ANCHORS •• waa-our c mr . six E,LR:FOR SPAM • • • • • 4.P a • • • SEE iEPA004 0 RA7E A•.• ••� i, • • • • • • • • :.:: . . a aur. •: : : ••� • • e A ANCHORS Sm MW. SEE FOR SPACM fatV x i/4"WX a atT. v is goo 8;;e 4 rawa ANCHORS so EI.EY.FOR SPAC 6 TYPICAL ANCHORS -7-�-,- SEE MM..FOR SPAM a e '4 a tm P.B � 8 �rAt Y a 41! DETAILS WM FWSH E ADAPTBR r FRo.M RSv�L RA.FE `•e• •.rP. :�• • v: 6AdF. ,9uttdti� Owe ; 3 b •v VP'. V• e ,4.e , • ,apt 9 5 —10 drow4 no. mot �6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . . ... . . . . ... Som 2.780 Pm f OUAEIlTtY mmmm MAS auuoP/ esara>me t as* 0003-10 - ' 7 31P • F1f106 AS 1m OtAT118 BEAD(yts'ilk. ) 6083-16 - x 3n asmma 6063-16 - OF 38 FYtos As 81A2600 BEIO it 6063-n - 3,Ogq 4 ft0 X I-t/$ 3/GWM.ABY - .082 76 8 I cm I AS MM I QAZW BEAD BULB,MOMM 05 BAOWREFB $JLMWAB IV. 6 F1010-68 42/411111m•per gglfHR two• 7 - - - mm SRIOOdiE Fina Lou � c 8 71� Ab$IM FFWtE ADW=* 0903-T6 9 - 3/4"X 4"UM I NMI.VM I Al 0"FROtt&a VA MWAU TPR q .718 � 1844 All.JOINTS AND FRAME CONNECTIOPIS SEALED WITH FRAME KW/SWC SCHNEE-MOREHEAD SM5504 SEAR! SEALER. / .030 ® S1*cmom P I 'I Ki ZI 1.047 � to W o1$ Q 0LAZ6VCi BEAD (7/18'LAM. t;l.ASS) 2 tib x .139 .088 p 8 .�3 .048 .800 70 € 1.172 -Loll � ® own BEAD{BJSLA.. LAM.am) �6 FLUSH ntAME ADAATFR Hal 1.780s m .618 E CORNS aa1 PROMIMRMMD a�3 oae 1.760ps 1, r�2 � far S` 493 4j,N ,5 W 1 d ® MAZW BEAD (5/16" LAM. CLASS) ® CORNER KEY sheet of S ' A r VA MIAMIP DADSCourrrY EMUPRODUCT CONTROL SECTION DEPARTMENT QIP'RTGUILATORY URCFS{EER) 11845 SW 26 Street,Room 248 BOARD AND CODE ADi4IIN1STRATiO ION T(780 315-2590 F CW 3I5-2599 NOTICE OF ACCEPTANCE(NOA) wwa,miawitesorleeenomv 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.'l he Miami-Dade County Product Control Section(In Miami Dade County)aa&or the AW(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. 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 Coda,including the High Velocity Hurricane Zone. .•••• . . 0000 0000.. DESCRIPTION:Serle"Eco-Guard 3e"Aluminon Fixed Window—L mjL •..• ... .• APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series 300-Akp Fixed Wd w: .... • (L.M.I.)';sheets 1 through 5 of 5,dated 03123/09,with revision C dated 01111/13,jaep*l by Al-Fe" ; Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami Dade Couu'll Troduct CatU • Renewal stamp with the Notice of Acceptance number and expiration date by the MiAl bade Cbu . nry ••:•• Product Control Section. 000.0. . .. 0000. 0000 1VXISSus IMPACT RATING:Large and Small Missile Impact Resistant :-. '. LABELING: Each unit shall bear a permanent label with the manufachu Ws -Laine dr logct.ci .state,•••••• model/ser*and following statement: "Miami-Dade County Product Control Apj3 IA, unless otherwise:....: .. 0000 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 cod 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 produce 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 he.provided to the user by the manufacturer or its distributors and wall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#13.0206.05 and consists ofthis page 1 and evidence pages B-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peres,P.E. NOA No.14-0317.03 Expiration Date: June 17,'2019 Approval Date: April 10,2014 Page 1 ECO Window Systems,LLC. NOTICE OF ACCEPTANCE: EV_1PJR E 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 I through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#X3-0206.05) 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 20294 along with installation diagram of a 971/4"wide x 96 1/8"high Eco-Guard series 300 aluminum doubtb 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.B. (Submitted underNOA#09-0413.08) 2. Test reports on: l)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 971/4"wide x 961/8"higlr�-.Vuardsenes 300 • aluminum double fixed window,prepared by Hurricane Engineesitf&Testingft., ....;. Test Report No.HM-09-2192B,dated 01/15/09,signed and sakiUy Candida F. ...... Font,P.E. (Subutiited under NOA#09-44X3.08) ••••, ;0*„0 • 3. Test reports on. 1)Air Infiltration Test,per FBC,TAS 202-94 "" ••:'•. 2)Uniform Static Air Pressure Test,Loading p%IU63,TAS;kM. ...... 3)Water Resistance Test,per FBC,TAS 202-94...00 .• along with installation diagram of a 481/4"wide x 96 3/8"high Eco-buardseries 300 ....:. aluminum circular arch top fixed window,prepared by Hunicade ��'P**K :....; Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09,11gne'd and&AM by • Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: l)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 481/4"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-08-21938,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted underNOA#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 21.94,dated 01/15109,signed and sealed andido F.Font,P.E. (Submitted under NOA#09-0413.08) Va'(UAV4j& Manuel P E. Product Control xa or NOA No.1 7.03 Expiration Date; June 17,2019 Approval Date: April 10,2014 •E-1 Eco Window Systema LLC. NOTICE OF ACCEPTANCE: EMENCE SUBMITTED B. TESTS tcorrrnw>ml 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 631/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-082195A,dated 01/15/09,signed and sealed by Candida F.Font, P.E. (,S'ubmitted underNOM09 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 preplous NOA#12-0223.25) 2. Glazing complies with ASTM B1300-04 D. QUALITY ASSURANCE •••• .... ...... 1. Miami-Dade Department of Regulatory and Economic Resowh AR) •,, , ,• ...... . .. ...... E. MATERIAL CERTIFICATIONS ••• •• 1. Notice of Acceptance No. 13-0129.27 issued to EX DuPont Doffe6purs a Inc.• • for their"DuPont ButaciteO P'VB Interlayer"dated 04/11/13 Miring ort 12/11/16. •. 2. Notice of Acceptance No. 11-0624.02 issued to EX DuPont D� •• urs do:Inc. "'•' P p�cS� SIc. S ...... for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/1417. . . . . ...... F. STATEMENTS • 1. Statement letter of conformance,complying with FBC 2010,da9d J"Y7;?A14, • signed and sealed by Javad Ahmad,P.E. 2. 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 preplaus NOA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 13-0206.05,issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window--L.M.I.,approved on 05/02113 and expiring on 06117/14. Maaue Pe Product Control mi ATOA N0 .03 Expiration Date: June 17,2019 Approval Date: April 10,2014 E-2 1a� x1.888 • • • •• • •• • 7TRi • •• • • • •• • • •• aloosett . • f.• • ••• s+ IA (� !� laoo 1t 86 aapl •• . . . •• ••f f• a� i i i i o if• + r n � O MME WAo�L/ •• • • • • • ••• •• C .M aaaa�aaaaa aaaa ��gg�{ 13 x13 .80.7 46- aaaa ® ouauaa sEaTs � --- aaa- aso r mmm com B g v- /Y ewx wig rem IIEdATiAPl 10-GUARD UNW-30fl AI.Ummm . amm LOAD.mum m THESE%nmm TO BE As PER CMM MOM Of a. D= ma AMMM APP=TO s IllE13 OR •M LSA.TraOTH a TiMW m am--MW %o � comomm of M/M OR EOIkT)xmx OTHER W"TYPES m1 NOMa W TTM OR MW W9MM UMe mw-mw c"ff ABPROYEO llii m OI wrTT m LOM M=PRESSLHIE EM W&MM w NWalON Wma Tr"IW LY TO ENTIRE SYSTEM, pcomptanm#e w ROS PRM=NAS mm AND TESTED TO mty 19mtt THE Mmoon OFA INT Mum OSE Stt7.11 tai va om A(m W=BY ORS,MW M A MM PRAY TO MMU LOl TO THH sawmum AMCIt�S 9HALLjM AS IJOM! 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NOTE1 � N o 7l' "m as w>ti31rrH 1 f 4 e4A 949 SOA 0" %A=CAPACM ON TMs MW AM <. Mm 999 wA 0" BASED ON ASTM El=-04 (3 SEC. t7 M). 2t' 78A am sm �I 3Ca" a" 78A sa0 1 PIIO'mAC2'RBYI J tiyp tl✓�Ji - 4r 1�' 74.6 74b ODA 9oA t7A.IK 7001Y 1�i�181o78ot1� � t', sY I 1 2C' 7" ODA0800 I SA 900 120 78A 80.0 aml 80.0 AttA7VAN E 1 t47R A1Jf1StATE! A8 81fOWlt Aft 99daAt1 i2d1 t 3s 74 9 74A 0" as J praCst draaUg qo er xvsaar124o 1 tw 1.n+t11 9 os faxctnmtue A9 W09-'20 1 IN D"M t9M 00 0117x0 M ALMU 1,01a3S FM It=SWM 0 . . .•. . • . •.. .. .• • . • .. .. . . . • . . . . . . . Si1N�it SM V" FOR VACINO NEMC • • • 06# • ••• om • I-!SVA=M OR WOW CRY s:, a .;a v';,' :6-i a.;.e: '� a', • • • • & .p.... ,�;: 1 Ct'-!atm' • ••• • 1 .. ja .•,• r�Z� I -'��' • • } • ••• i•• i a s . , 3FF ELNF� � ANCHM LICE fl 9FW= � III's WOOD SUCKS AND METAL STRIK:KM NOT BY ECO WOW. TOM ANCHOSSI, sm am.FOR sr Am ML4T SUSTAW LOADS ftp BY OIAZWO SYSTEM 1/aWL um mf yw 0-120 X%Fj1 80 AND TRANSFER THEM TO THE SURM STRUCTUM WTO Wr WOOD SUCKS OR WOOD STRUWURE8 1-3/a°tom. PENEMTION KFO WOOD TRW 1SY BUCKS INM OONM OR MASONRY 1-1/4"MW. EMBED WTO CC3c.OR MASONRY OIROCTLY INTO CONN OR MASONRY RJR` p 1-1/4"MW. EMBED INTO COMM OR MASONRY O 144:m&YEAS OR SELF MIND MORRIS FSE 8 CRs) g INTO MEW.STRIfCmm STEEL: 1/S'THK MW k n 36 KSI IIN.) •g ALUMINUM : 7/S"THK MW. (1083-'i8 ASN} d !� (STEEL W CONTACT V=AIAUNUM TO BE KATED OR PAWTED) $ w S, ,814SMSOR Wm s C!" INTO MIAMI-RADE COUNTY AVWiED MULUO NS (MW.THK. • n (NO SHM SPACE) WO CONCRETE NO)MASONRY- 2-•1/2"MW. WTO WOOD STRUCTm 0 1"MCL WTO METAL SCS . 3/4"MW. CONCRETE CO m 3880 P81 WL C»88 HM&o 7/Fi M BLOCK Pm m 180 PSI MIL 2 s Ste; ALL JOINTS AND FRAME CONNECTIONS SEALED WTTH s m• M JOWT SEA1 ER. 1 � °�' `• .. top Mm awe paowxrmwmw as .i' L a•.4 6• 't`'' 1 g1lh IIN Qq ?' dioP •''Y ,,;....y: .•� i:•�••; L ♦,,.,��8,,__ Aoeepoo No "°• ,.• ,•o . •Y••a s, � ',• ,•,�' ;•• • � •• •. ,►. {' /y ' IT ON nW.FOR SIS WOM 1 FOR SPAM �" 15 W09-20 . . ... . . . ... .. .. . . . .. .. . . . . . . . . •00 00 . . tfWa @ PART$ SOD. " MATMM MLV.,8nf8 • • • •• • •• • f FVMl a Flow!ate 8003-TS • • • ••• • ••. / A x F=2 AS MM MABW BAD-Vii WASE W$3-i0 ••• • • • • • • ' 0 QRZ+ 3 17303 AS RIM mom WAR 8063-15 •- ••• ••• 8 • '" 4 EMS AS RM SAM BAD RUB NMFRM DIIRM , .8 10-10) t - FRGHOaRxaB RMf •• • • ••• Q 8 _ @i0 x t" 8 ifWIW X 13e8 PH 0 • • �•j • (fG4 T 1 fries J, I RM MW AMM 6083-79 am" •• �f , • • fawn-Dm mfrfit t ecT.at> s omm sm scc UW.fCRA° SPACM �rr w a SM M.fame SPMW f,a•wx f/a•fax. �� . 11'r>faxx a am, ea FOR SPAOM SIX aw. 3 Rf 4 ry Slom Th 9� a wR&WePra�t '' t9 . sf o YiDOD ZXRDC7W + :ay ttAi Wn 15p �i �y ��f le t� 9 i $ sxTfsivaR ,, •� a rloaf Bis kA ML WO, w®Ri o! • . . ... . • . •.. •. .. . . • •. .. . . . . . . . . . . • • • ••• • • • • ••• TOM ANCHMtva�nc91�s t ":: • •s• °' • t SEESEE aW F. SF SEE • t SPAgNO • • • t OR • • • • t ALI. SEE CV.FOR lig ALT. a • y e TfPM ARCH= a y•r• ��}�qq SEE ELM FOR SPACM < Os�'•,'�'Y;' No (9 S W. s n il t •= OWAU ATXM DMAU S.WITH FLUSH FRAME ADAPTER PPA)D PAvtm •� • �_: �•:v`: �.—.•..�- ,auk �ca�a p�y� � •v' °.• �.. y•.i ,'NP9ay.Afip� J f�OCtrtQ /a. 8EH Etflf.F'�t BPAIpFtB ��,,.•20 •Facet S A. r t MiAMMAOM MIAMIDADECOMW IMF PRODUCT CONTROL SECTION DEPARTMENT OF PERMTPfING,E1!Fls> ��' Al ? GJLATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) '� mss, Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRNhON Di OW l T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANC (NOA) www,m1amidade.gov rat ECO Windows Systems,LLC , 9114 N.W.10e 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 Couirty} 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 600 Aluminum Outswing Doors-L.M.L APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Doora4M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02113/12 and last revoed on Jun 2%Qi=, ...... signed and sealed by Javad Ahmad,P.E.,bearing the Miami Dade County Product Controt approval stampwith .' the Notice of Acceptance number and approval date by the Miami-Dade County Product�rd�bl Sectio00000 n•• •••. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant *Soo �...�. •... Limitation: •••• ..... 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Dowbia Door Drjva'T wit$•;••• sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed•3 •• 2. Laminated glass types Gland G2 are limited to.090"DuPont's PVB and glass t)W333 3d jimited to Insulated laminated glass w/.090"Solutia interlayer. •' •••••• LABELING:Each unit shall bear a permanent label with the manufacturer's name or ldg%lci{y,state.agd 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. TERM WATION 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 L Chanda,P.E. NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 %40 Page 1 I 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 OuWdng Entrance Door(L.M.Lr,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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outsvmg French -door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12 3357,HETI-12-3358,HETI-124003,HETI-124003 and I E1T-12-4027dated 03/16-26112,all signed and sealed by Rafael E.Droz-Sella,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. 0000 40 C. CALCULATIONS 0000 ••••.. 1. Anchor verification calculations and structural analysis,compl v�ith FBC 2M 0, •. prepared by Al Farooq Corporation,dated 03/30/12 and last re ,gn June 2$;1012,;•"' signed and sealed by Javad Ahmad,P.E. :0000: • 0000.. 2. Glazing complies w/ASTME-1300-02&-04. •••• ..... 0000.. .• ;•; 0000. D. QUALITY ASSURANCE •• .. .. 0000.. 1. Miami Dade Department of Permitting,Environment,and Reg Affairs(PERA). • • 0000.. E. MATERIAL CERTIFICATIONS 0000.. 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNerndurs&Co.;Ilk:for • -their"Butaeite®PVB intwbyer",expiring on 12/11/16. 2. Notice of Acceptance No.11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05121/16. 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. Fest proposal,dated 10/14/11 and 02-21-12 approved b PERA. Ishsq L Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 .. .. . . . .. .. . • ••• 11W HEA:S.R.Nb.GLASS 3/18•MEAT STREN-D.MASS • • • f •.• • • • ••age,, •f • WO'INTERLAYER N 'Imp• 9UTACTE PYB BY'DUPoNr z # • • • � • 1/8'rFEAT S"VL 3/18'MEAT STREN'D.GLASS SIICQIE k� SILICONE OOW CORNING 898 8y�6 DOW Comm m •. • •ILL E8s • • ��f •• $ 28 . • 10 L // SETTING BLOCKS AT LAM.CLASS LL . REIN.Fqt WDTNS EXCEEDING 3S'OWY. T� g NOTCH GLAZING BEAD LEG TO 9e$1 CLEAR BLOCKS GIA39 TYPE 'Ci' GLABB TYPE 'G2' UJ 1/8'TEMP.MASS J S/18'AIR SPACE yyyyyy i/8'MEAT STROM GLASS 080"INTERLAYER SAFLEX WG BY'SG.UTIA' 1/8'NEAT STRE41'D.LAlie SS ;SILICONE CMi DOW CORNING 898 z 20 ST.STEEL 5 2 m METAL SPACER 18 V' � WE; r y 35 --SIUCONE SERIES 6 At. Tat OUTSWING ENMNCE IIOOR TI/ SITTING SLOW AT INSJL LAM.LASS SINGLE (X)AND DOUO.E(XX) LEAF DOORS SEE SHEET 2. ,._-- NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G8' APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION h RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DEMO AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILMG CODE INCLUDING HIGH VELOCITY• � y < HURRICANE ZONE(HVHZ). 19Y OR 2BY WOOD BUCK BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. � EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. F is ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAA NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. droving no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT W1 Z-O$ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.&4. i(shftt 1 of •• •• s • • •• •• • 0*0 • • • • • • • • • • 000 39 3/a•MAX 78•MAX, FRAME WIDTH ••• ••: F"Jff4vo7lo•• • •• !� �TQ N + • • . • NEgdc Stl+Alm • • • • AT STp�ENDS • •• Z • • • • (4)PAT•P O.C. • FQ • 12• • •• • "0 • t S'MAX=fm �^- x S•-MAX MAX $i HEAD/SLL • •' • •• 0 bd w •• iti • 410 V • t • It / N / \ tt tl lOIXf ==n=^=== LOCK aPT10bS ===etr=== / iii/ SEE SHEET 7 / / SM17H-- \ \ \ / t a ACTIVEFt ' NAC NE ' ACTIVE $ O v FALSE MACE APPLED 7' 28 15/18' F>SURFACE APP OR zs ts/ts• ss ts/ts• o W a o'CORATNE fYnli, O.L OPO. m �coRAnvE txett O.L a+0: .L 0Pci. io MAY.K USED MAY BE USED NOTE: 37*MAX 37'MAX. EGRESS REQUIREMENTS TO BE REVIEWED LEAF WROTH LEAF SgDTH BY BUILDING OFFIOAI.. (X) (XX) DOORS LOAD CAPAcaTY-PSP DOORS LOAD CAPACITY- pSF SINGLE DOORS(X) DOUSES(XX) NOTE: O=Dom LAMINATED GLASS om MIS. LUMTED GLASS GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) FRAME LEAF WONHECHTEXT.(+) Nr.(-) WIVINXE W.(+) NT.(-) AND FLORIDA BUILDING COMMISSION 39-3/a• 37• ¢s• 7D.o 75.0 71r I Sr Or 70.0 7&0 DECLARATORY STATEMENT DCA05-DEC-219 }a GLASS D.LO. DIMS. 7 D.L.O. HEIGHT - FRAME HEIGHT - 11.128° "w D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813' j ZW g D.LO. WIDTH (XX DOORS) . (FRAME WIDTH - 22.125')/2 CAAE 8 drawing no. JUN 82012 W12-08 sheet 2 of 9 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • D=GN TOAD CAPACITY-PSF 14ir 4oam mm mu ORS IEA D0 •• •• ••: • •• • ••• AME WdOTH •• • •• • HEAD$SU1.ANCHORS N SmEm swan • • • • • •• • • •• AT S71LE Oros � # FRAM FRAME tIMRCI tFOR • • i t2• • cwsm of (4)AT 3•ac W6TH H EWIT RSIlYFO1 iG F.RINPORgNa i i i • •(4;AtMORS Wm aHcrus E%L(+) W4-) E a.(+) erT.(-) • • 000 Y • •744ky HE4/5" t12 t 24 700 7a0 700 7a0 5•Mnx. M,. s 30 70.0 75.0 70.0 Tao HEAD/SiLL F A s 36 e2 Tao 75.0 700 Tao • •� • •• 'J- 37 70.0 75.0 70.0 75.0 •. 42 81.7 s&1 et.T sat •0 • • • I i 24 70.0 7a0 70.0 7a0 • • • ::• • • � :� i i � 44 30 70.0 7a0 70.0 75.0 •• • • ii• • • • It 36 so 70.0 75.0 70.0 75.0 37 70.0 7a0 7a0 7a0 42 71.7 Wt 81.7 8&i it 24 70.0 75.0 70.0 Tae 30 a" s8.8 70.0 Tao H / II I I \ 37 s4.t "A 70.0 75.0 37 733 733 70.0 75A 24 73.3 63a Tao Tae 30 57.8 57.8 70.0 Tao -� i( ii'' i i '' ----"----- ---y----- ' I ffi01 8F2f 3e 33.H 53H Tao 73o -----rr----- \=---n----- I I 37 52.4 82.4 70.0 750 II \ itofQ^ \ / REINFORCING It \ii / � CHS = II\ i i X11 ap SEISET I� oHacmE I I AC11WE � �a qp� TAv a SIOEUTE(MOTH 0=FRAME mim FA%MWTO OR 32 3/4` 27 t5/ta• 28 H5/18' _ �CORAn1£txH7.H. 0.4 CPO. D.L.CPO. D.L OPO. m OO$ MAY USED 37 LEAF n•MAX NOTE: =Eune FRAME x Mrom MCDTH FOR DOORS CAPACITIES SEE SHEET 2 CHART AT LEFT OCUSLE DOOR FRAM VK07H g FOR SIDELITE CAPACITIES SEE CHART ABOVE. g LOWER VALUES FROM DOOR OR SIDELITE CHART WALL APPLY TO ENTIRE SYSTEM. OXXO) d�M b GLASS O. D. A. DIMS. 18j g i ).�irv4 O.LO. HEIGHT (SIDEUTE) m FRAME HEIGHT - 11.000• D.LO. WIDTH (SIDEUTE) m FRAME WADTH - 4.438' < n Sr Fu, 705+2 8 CA•. k NOTE: S GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM AND FLORIDA BUILDING COM-04 MIISSIIOON GUSTS) jw 2S 2012 drowtng no. DECLARATORY STATEMENT DCA05-DEC-219 W12-08 sheet 3 of 9 •• •• • • • •• •• • • • • • • • • • • • 9/18•MIN. 2SY MO9= C THROW EDGE DISI SEE ELEVAnONS EDW QST. t� g� oft OD � Q�V typ}7� PENETRATION FOR SPACtNO n.'• ii s ••• SEUE 1 METALS ja• • • I -:.;.' a. °d! • • . •• EDGE DIST. 25 I . . .. Oy i i le 2 — • i l i i i•• • • E EI.EVAt • • • • • • A71�lS SEE ELEVATIONSrIPICAL 6&a FOR SPACING FOR SPACING FOR SPACNO 7 ------------------- tt appo WJLUONN 7Y i S 'SEE SEPARATE li i ei i I`--------- ------- 8 --- -- 8 OLamla OPTIONS SEE SHEET I TYPICAL ANCHORS O SEE ELEVATIONS SPACK3 FINt 9PA<M•i6 pp WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS g� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z Ei.AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv.FOR sPACNG 1!4"INA W_TRAI—O EKY 'ELL'W (Fu.m K9.Fy.15$KW INTO 26Y WOOD BUCKS OR WOW STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU iBY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 7a 7 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY i 614 SMS OR ME 0ffil-Lpu3 c_rRc'uuc (GRACE 2 CRS) © sJ i i Y INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/87 9 i 1 INTO METAL STRUCTURES KMY IN25 ALUMNUM : 1/88THK. A (8083—SMI ) c DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ^ TYPICAL EOE DISTAD FLA.PES7�g4 INTO CONCRETE AND MASONRY m 2-1/2' MIN. o v INTO WOOD STRUCTURE - 1' MIN. TYPiCAL ANCHORS INTO METAL STRUCTURE - 3/4" MIN. EDGE DIST. SEE ELEVATIONSdrowi no. n1R�Ml 801.ARMT FOR SPACING C NOLLO /FIU$D BLOCK AT JAMBS r��MIN. JUN 88 2012 W12-08 PENETRAn011 sheet 4 oT g . • .•. • • . ... •. .. . . • •. .. . • . . . . . . . . . 1/4•MAX' .TS to AII. .• • .. 0 000 Vo SHIM © LEVERS AT Still FUJSH�FACI U • ••• • ••• Z 51 7 • • • • . . . �, . . F TYPICAL FCR SPACING 1$ ACTIVE tw 13 • ••• •• 24 • 0.0 • • • • FOlt SPAM • •• •• N yW� 23 25 19 ETAL �7 EXTERIOR SLEAF WDTN sMIDLE DDDR FRAME YloTn SEE 7 V 1/ m T/a•MAx SEE srTT ' sCONCEALED FUM SOUN S O o FU aal.Ts 8 WOW TYPICAL ANCNOt$SEE �..... LEVERS AT MON FACE OF STILE LEVERS AT STM$FACE OR Wow FOR SPACING Q Is INACTIVE tSAF ACTIVE LEAF 9107E T i a 2$ 1J 2s _ W < 24 y}S :n 23ptS ' TYPICAL ANCNOLS 19 9 O.L.O. MQ 1t t0 O.LC• FOR SPAf LEAF MOTH EXTERIOR LEAF VIDTN DOUE,E DOOR FRAME N/QTN •Meir � d � t=92 8 DOOR DETAILS 282112 sheet 9 of 9 • . •.. . • . ... .• •. . . . % .. . . . . . . • . . . . ••• • T64M ANCHORS ZCLEVAMONS EDGE 1tST. t • • • •• • •• • see 0 •O •• • • • .. ..• .. Ci GLAZWO O SHEET i 0P� S SEE ImWFmm 02 SMs O ,s AS . 1/4'MAX H AT V FROM ENDS SEE SHEET 3 ��j) tD 4 .. AND 11'M,MAX n o F ,9 ?iWWCC t S � Z t 29 ,3 P }' 24 i , , TYPICAL ANClIORS L_ SEE ELEV. ql FOR SPACING ? ,4 18 28 D.Lo. 19 9 DAA. 4 4A EXTERIOR LEAF VON SDEUTE WaTN DOOR FRAME 4ADTN a t2eT FRAME,SDTM � RA K tan dromin no. < > • v ^ a �EDCE: T:ST. sEE aEVAna�s bN $8 201 W12-08 FOR SPAaNG SIDELITE DETAILS sheet 6 of • . .•. . . . ... .. .. • . • •. .. . . . • . . . • • . • rm#1 PAST 6 ». DBHCR1pm 31ATMM 1 - HEAD 0063-TS - 2 • EP •• - • FRAME COM • 8083-TS N 3 0153 - ,me SO&!-TS 4 • "04 • - • 81DEUTE TOP&BOTTOW FRS 8063-TB - 4A IM28 - SIDEUTE IrWom TRW 8083-TS - S m - SiDQ.RE FRAME JAMB 8083-T8 - 6 Eta - ,I SLIP ON JAMB 8083-TB - ,t 7 •qw! • • - •4 LEA Wfm ILATOM RAIL 8083-16 - a 7A 'BOTT RAIL 6063-T8 - w 6 UW • 0 •- •4 LEEAFF4WSIR1P ADAPTER 8063-T8 - 9 00-04• - SOBS-T8 il 10 E010 - LEAF LASTILE 8063-TB - 6 C1t tt ESII LEAF ASYRAGAL SME 8083-T8 12 ESt2 - LEAF ALIGNMENT BRACKET 003-YO 13 013 - LEAF CLAMP 6083-76 4-1/4'LONG g 13A E013 HIM BACK-UP PLATE 8�8-T8 12"LONG 9:$i 14 E614 GLAZING BEAD(5118"LAM.GLASS) SOBS-TS 14A E109 - OLA20XT SAD(7/18^LAM.!LASS) 8063-T8 - 1S MIS - GLAZING BEAD(RML GLASS) 8063-T8 - (j 1S IBIS - SNAP COVER 6063-TB - 17 E813 - SOLT SUPPORT 8063-16 NOT SHM 18 - AS REOD. SIDE<RE MULUM RERffORWi6 8063-T8 - y 18 FD-107 3/LEW SUR MOM AUAdNIMI SULLWM&ASSOC. 20 F81202 - FLUSH SOLT LEVER - SILLVAN&ASSOC. .LOCKS 21 FMI48S - C.ONCEALEO FLUSH BOLT ROD ST STEEL miumm&ASSOC. � EDDN NtcNU 22 #12 SIMS AS AM. FRAME ASSEMBLY SOREWS ACYIVC_,eaa: 23 012 X 3/4' - HINGE 06FAL LATION FASTENI RS - FN SMS fp M X{ 4 POINT LOGIN ASSEMBLY DLO!-6007 BY'NTEW.00K USA INC.' 24 - - 3/8'00.IHRFAOtp ROD STEEL. - GGG GG Nino (2)LOCI NG POINTS ENGAGING AT INACTIVE LEAF 25 W11323 - PILE WvRPPNO MON. ULTRAFAB 2#L t/2'OW.THROW SCUTS AT TOP AND BOTTOM ENGAGING FRAME 28 E20618-KN-3020 BLAB M'9TRiPAX�Ki SANT EPOM Q �g "gf HEAD AND SILL THROW 27 cm - GLAZING BEAD S" SMRO(�NE LXTRAFAB t6 a til THROW BOI.TS ATTACHED TO lOOIG BY 3/B'CONNECTING RODS Q LOCK LOCATED AT 42-1/2"FROM BOTTOM 28 1 - - GLASS SPAM SILICONE FRANK LOWE RUBBER CO. fV INACTIVE i res 26 £82'L FLUSH BOLT am NYLON 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA NP' JO DWIRC BLACK SOLT SNORT SUM POLYETHYLENE NTERUDCX f/2"OA.THROW SITS AT TCP AND BOTTOM ENGAOM FRAME 31 DLOIWB MATTE SOLT SWIPORT BLOCK POLYETHYLENE ACME PLASTIC AT HEAD AND SILL 33 010 X 3/4' 2/ADAPTER FN SELF DRILLING SCREWS I - - THROW BOLTS ATTACHED TO LOCK BY 3/B'COPNECWNG RODS 34 - 2/UTE SETTING BUICK 1/4'X 1/2"X 4'I.= ON AT W FROM EACH EPN.DUROMETER SW LOCK LOCATIM AT 42-1/2'FROM BOTTOM 35 - 2/UTE S MNG BLOCK, i/4'X 3/4'X 4'LONG EM AT 6"FROM EACH END,OIJIROMETER 68!8 < Opm ACTIVE IPAF� 6 CONVENTIONAL DOOR LOCKSET WAIN HANDLE DELTA 690 BY'KMBWr LOCATED AT 39-114"FROM BOTTOM SEALANTS: XEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4'FROV BOTTOM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH COI�ALM FLUSH BOLTS BY'SUUJVAN&ASSOC.' SCMNEE MG)REHEAD JMS504 SEALANT. q@ 1/2"X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL. $ MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE EaNGESs a LOCATED TE 10-8/8'STILE V TOP AND 32 X 1 3-1/2•X 7-818'X.122•TW.EXTRUDED ALUM HINGE LOCK FASTENED TO STILE MATH(2)08-32 X 1/2^FH MS INACIVE LEAF, PART 0F0-107 BY SIXLVAN&ASSOC. CONCEALED FLUSH BOLTS BY'SULUVAN&ASSOC.' BOTTOM HINGE AT 10-1/4"FROM BOTTOM CIVIL 1/2"X Y THROW BOLTS ENGAGINO FRAME AT TOP HINGE AT 11-3/4'FROM TOP r �67M2 � .T HEAD AND SILL CENTER HINGE AT MEAN(38'O.C.MAX) , MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED MRH 010 X Y FH SMS OF LEAF STILE LOCATED AT 10-5/6'FROM TOP AND BOTTOM (8)SINEWS AT HINGE SALE L LOCK FASTENED TO STILE MATIN(2)08-32 X 112'FH MS (6)SCREWS AT FRAME JAMB drawing no. NOTE:LOCKS MUST BE ENGAGED DURING W12-081 PERWDS OF HURRICANE WARNING. sheet 7 of 9 . ... . ... .. .. . . .. .. . . . . . . . . . . . ' 1.780--1 ri ,.394d ..828I •�3 � ; 1.825 .076 • i • • • • 4.031 1.047 • • 1.047 •• • tA7i • t a790 2082 t♦ GLAZING BEAD GLAZING BEA$ t GLAZING BEAD 9/18"CLASS •• 7 -• • • a.0 t DOOR FRAME HEAD/SILL • • • • •• • � 1.507 • • • • • •• • • 4.� 1.807•a4 • • • • • • • • • -Ip 7 LEAF TOP/BOTTOM RAIL di 4.719 � 078 .OTI 3.719 ill 4.781 1 7 .078 t.7S01 . :71 4250 1900 d V 4.000--d 7.531 .312 s LEAF HINGE STILE Oga 1.907+ 8.344 4.000 a LEAF W'STRIP ADAPTER 7W� f• t .1As P SIDEUTE TOP & 8O7TOM FRAME t Iso4t zm 1.307 1.750 .442 ' C 3 S .078 .329LLi 1 s Z SQ 078 7A 9" BOTTOM RAIL '.5f �E Y I-� to Wosm 1.812-ail to LEAF LOCK STILE 1.807 LEAF ALIGNMENT BRACKET -1750 .281 a FRAME COVER 5.344 .987 125 -T t.7so 2.091 a� � ,�0 1.187 iso? 1.974 3.781 t 3.719 �Y .078 .194 tt 4.000 t3 LEAF CLAMP to SNAP COVER LEAF ASTRAGAL STILE L HINGE BACK-UP PLATE d 8 281 18 g 1.800 ,.800 1.290 8 829 .719 •719 SIDEUTE MUWON REINFORCING a n .078- 4.000 078 a.a00 Y2.,(91a000 a.t� �`cAt°Ei 1�2 g .079 7 8 -�7 I 078 LLA dri i no. O b-4.000 JUN zolz W12-08 s DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDEUTE 9" BOTTOM FRAME s SIDELITE SUP ON JAMB aFtaet $of g . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 22 22 . •.• . . . . ..•00 i • . • go% J9 A w i • •• . • •.• •.• DOOR FRAME COINER y� SID UTE FRAME COR FR SIDELITE SLIP ON JAMB CORNER 8 2 CM 72 b i .yi s FMKCAA s drawing no. LEAF CORNER 2012 w12-08 sheet of / " MIAM�D�4DE "" ' r MIAMI—DADE COUNTY,FLORIDA e ' PRODUCT CONTROL SECTION DEPARTI►iEN'I'OP Y i f IIC RESOURCES MM) 11805 S%V 26 Street,Room= BOARDAND CODE N . ON T(786)315-2590 F(786}3t5-4" NOTICE OFAC a . OA) Leo Window Systems,LLC 9114 NW 106 Street Miami,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 arras 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•-Bade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHI may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. 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. .r•. DESCRIPTION:Series"ECO-Guard Clipped".Aluminum Tube Mullion--L.IILL- 68 68 60 60... APPROVAL DOCUMENT: Drawing No.M14-01, Series titled"Aluminum T& its 01 • through 09 of 09, dated. 05/19!14 with the latest revision dated 05/23/14, prepared by AAI-Wooq 60609.:. Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade Onearty Product Control • 6060.... Section Approval stamp with the Notice of Acceptance number and Approval dq%*hJ.*e NINt.pade • County Product Control Section. .::6068: '6060.. 6060:..' MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 6060'6060 '6060' 6060.... LABELING: Each unit shall bear a permanent label with the manufacturer's npe;or;logo, Fitt, state, •• series,and following statement: "Miami-Dade County Product Control Approved",*unless othetWW.4oted •••• • 68 herein. . 6800 6060.... RENEWAL of this NOA shall be considered after a renewal application has been and thdV jfs�sen • 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.Fallure to comply with any section of this NOA shall be cause for termination and removal of NOA. MWERTISEMENT: 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 consists of this page I and evidence pages E--1 and Er-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14 452916 a j Expiration Date: October 23,2029 NEW �.J tp 4�a ti Approval Date: October 23,2014 Page 1 r Eeo Winc�o�t Svgtems.LLC NOTICE OF ACCEPJANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared. by Al-- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202--94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked--up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No.HETI-08-2192A,dated 01/15/09,signed and sealed by Candida F. Font, P.E. 2. Test reports on: l Lar Missile Test FBC,TAS 201-94 repo ) Large Impact per 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by 1Iun is ane leering ...... & Testing, Inc., Test Reports No.'s HET 48 -2192D and F=48-21AW,both dated 01/15/09,signed and sealed by Candido F.Font,P.E. ...... .. ...... 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 0000.. ;....; 2) Uniform Static Air Pressure Test,Loading pe.;WC,T,49402.94 3) Water Resistance Test,per FBC,TAS 202-24*0 a 0 0000 00;00' 4) Forced Entry Test,per FBC 2411.3.2.1,and•TAS.202 92..' : 0000 along with marked-up drawings and installation diagram o f-a*. gipped aluminum •. mullion single hung window,prepared.by Hurricane Enginea4g&Testin ,Test'••••• Report No.HETI-08--2166A,dated 01/15/09,signed and searjtPj.Candido f,Font,�.... P.E. . . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG-2010 and FBC 5s' Edition (2014), prepared by Al-Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 2.. Miami-Dade Department of Regulatory and Economic Resources(RM). F. MATERIAL CERTIFICATIONS 1. None. . Jafine D.Gascon,P Product Control Section Supervisor NOA,No.11-=9.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E--1 . f Eco'Window Systems,LIC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC P Edition (2014), issued by Al Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P.E. 2. Department of State Certification of Eco'Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida,dated 03/21/13 and signed by Kurt S.Browning,Secretary of State. 3. laboratory compliance letter "for Test Reports No.'s HETI-08-2192A, HETI-46-2192B, HETI-08--2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P.E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P.E. G. OTHERS 1. None. • • . . •••.• 00.0•• of • ••• • • • • . •0060 •• 000000 • 00000• • • • • 0000•• • • 00000 6 ••••6•• 0000 • 0000•• 0 000 60:009 • • • • • •• •• •• • 000000 0.000• • • • •• •• 0000••• • w' • •• 0 Jaime A Gascon,'.E. Product Control Section Supervisor NOA No.14 OS".16 Expiration Date: October 23,x019 Approval Date: October 23,2014 E-2 31 H ! l',' sill, I o I 'oil �a i g • . f+y . ,. ..... a .. n • i 1 ffI� If11 1 IfI t l f11 tt1 1111 I I�I�t t _LYLL.ti�1 L1��J� i I 14 1 @ 1 _ 1 ALUMINUM TUBE MULLIONS AL-FAVtOOQ CORPOR.l TUML ECO WINDOW SYSMMS. LLC. EKWOR & f 9114 N.W. 106 STREET 12110 ,ao�2ft?4 `. dr-MF HAMIC MEDLEY. FL 33178 126CM2844 0• PAt6�II8�79 ouk.en TEL(308)8�—s 31 PAX(m6)888-Om MULtt#1 Nt . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . • • • ,.aur 2A00 rr ' 128 .1ffi 20�. .125 a000 .288 1=0 '900 .. .••• • ••• .. . .• • g �.12s • • . . . .. • 0 04 .tee a7s . • . . • . .128 • • •.• • .128• .125 4= 4.888 x 3AW $ • • • . • • • • • • • • • • •• • .378 .578 04 • • • • 100 L u L u t IX v.9802 IN\4 Is v 2.03!4 61\4 Iz v!.858•1\4 IX v 3.1878^4 Ix=2.9782 a1\4 SX v.8558 a\3 SX.. MS?94\3 Ox v 1.0284•q3 8X v I-%"aq5 Sac v 1.4881 ON3 � d 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 STD. utx a Nxa STD. MUWON CUSTOM MULLION G WOM MUSTD. MULLb9N 8085-T8 8883-T8 8063-78 6065-To 8095-T8 1$v 8.2787 a\4 IX v 151051 en4 Z SX a 2.7888 ON 82 m$.0877 2 p 2 X 6 2X8 7 STO. MULLf�d HEAVY MULLION 2 5083—TB G3-T8 m �e 21 gr i z.- = o :!J1 'N� .718 1.718 125 2...M 125 2.128 •1� TV. 7W. IIH 6� 8BQ0 ROM 2.000 0F'Tow 1/2" awflom Ila IV6N. ' e FMEM } ® 19cna sae � 19 4i Y� 20 4howfng xo. ANGLE "em ala MLx 1 JON �� ;�, .. ` Mi 4--01 8083 Ts 8065-T8 8063-T8 ` eFtNt 9 . • •:* . . 4 •:0 %: . . . . . . . . . DBBM WAD CAPACIT-P68(YO10 MOW UMD CAPAMTY-P8B M= I BUM 1AAD WAMY-PSP E101MM) DIES. 0X8 1 X 4 1X3 124 8X4 9X8 2X6 . 8I14fl0Y18M 1X3 1X4 1X8 1X4 8X4 8X8 9X6 0X8 1X4 !X8 114 2 X 4 816 8X8 Q 111 "(W) sm. sm 80. BM 17$AVY 940010 M � MD. sem. W A% HUWe WWbjP) SPANJ STD. sYH. CUBM CWM 8YA. 81D. 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