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WS-16-2702 �R IN I` Miami Shores Village �c 10050 N.E.2nd Avenue NE ��` �� r 0 a, Miami Shores,FL 33138-0000 '. Phone: (305)795-2204 < •e ,,. tom ►1 ..3 . Expiration: 04/18/2017 Project Address Parcel Number Applicant 800 NE 98 Street 1132060142570 JASON AND ESPERANZA VIRTL '? Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JASON AND ESPERANZA VIRTUE 800 NE 98 Street (786)202-9698 MIAMI SHORES FL 33138-2533 800 NE 98 Street MIAMI SHORES FL 33138-2533 Contractor(s) Phone Cell Phone Valuation: $ 2,213.00 COCONUT GROVE GLASS AND MIRR 305-634-3420 _.._ _ ._....,_. ..... . .., ._...:. ...:.__. _ . _ .___.:_..._ ._ ..:: .._. .._. Total Sq Feet: 0 Type of Work:REPLACE TWO BROKEN WINDOWS IN OFFIC Available Inspections: No of Openings:2 Inspection Type: Additional Info:REPLACE TWO BROKEN WINDOWS IN OFFIC Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-10-16-61552 DBPR Fee $2.00 10/20/2016 Credit Card $ 137.80 $0.00 DCA Fee $2.00 Education Surcharge $0.60 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $137.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: Wertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning au orize the above-named contractor to do the work stated. October 20, 2016 XZ&izpd Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy October 20,2016 1 Sw�fn� /1�tS, Umu well*#m 4 s wlaesrt/Fraatb,ad aetiAa O Sbd� G Doers _ ttaraaataat room awar fti Sbor+ar/Tob b�dotmm Ta6b Toffs/SMirn So�bl iq a WIN10 licaatee a Iatune _ GLASS RIIAAOA CORIPAOY Is Tok so:/u4•s42o w Fwsos/6 a*342 auNtRwpl�sOallsNtr.�H wn 5fae•%hr Prof Nrs�sr J 1 s Miami Shores Village D Building Department oc ®4 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Opti Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949r. � FBC 2014-In BUILDING Master Permit No.�IyS l V 2302 v PERMIT APPLICATION Sub Permit No. �UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Z'D CONTRACTOR DRAWINGS JOB ADDRESS: ��� I �C, City: aMiami Shores �c County: Miami Dade zip: Folio/Parcel#:_-(1 - 3a �o` ON- 06-7th Is the Building Historically Designated:Yes NO rti Occupancy Type: 0 Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): k, 1o' (S) Vir4y— Phone#:30s Address: ©Q r A l f e-� City: m1wil State: E� Zi C 1 /n� P -31 Tenant/Lessee Name: U I A Phone#: Email: \f�(4ue \Q wal CONTRACTOR:Company Name: mm C-76�w, o 1 f 1)('6U Phone#:_30S SLI 0 0 Address: City: fel Cpm( l / / State: L Zip: Z;-3 I L4 'Q -- er --- Phoned'0T ) :C1Lalifier Name: I tate C-ertifrcation or Registration#1 �� 1�p l Certificate of Competency#: �7�' DESIGNER:Architect/Engineer: i�� Phone#: Address: City: State: _ Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition11 ❑ Alteration ❑ New &-Repair/Replace ❑ Demolition Description of Work: "�C I eAc u,�W-o )M% l 0)n' J�m '(\ oi- \(Q. amQ'u Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ✓ "f ZSC�' (RPvkPdn7/94/7n141 r a S Bonding Company's Name(if applic 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 an 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 absence of such posted notice, the inspection will not be approved and a einspe tion fee will be charged. Signature S'lgrrafura OWNER or AGENT II CONTRACTOR The foregoing instrument was acknowledged before me this IThe fo egoing in umen asac nowledged before me this day of .20by day of 20 � by ,.who is personally known to p Y � 9490 is personally known to me or who has producedw��� as I!me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PJ NOTARY PUBLIC: i Sign: �' g Si n: S �acv� Print: ring �qDa.•. o GLORIA COTO Seal: 0t P& Notary Public State o1 Florida i Seal: t MY COMMISSION#EE 882921 Sindia Alvarez EXPIRES:July 12,2017 My Commission FF 159750 pE p�dExpires 09/0312019 1 D'� �F n o���P Boded Thru Budget Notary Services APPROVED BY l '- -- Pians Examiner Zoning Structural Review Clerk n?—'—An,)IIA/)nl n1 a 5NoREs G Miami shores Village Building Department ,,, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �LpRrpA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: a•I it� dason L Quali ier/Owner Signature Date Print Name CERTIFICATE OF LIABILITY INSURANCE 9iDATEM THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOUR. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. N SUBROGATION IS WAIVED,subject to the temis and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endo s. PRODUCER NAS: CT NSI Insurance Group PHO E305-556-1488 FAX 305-556-3680 8181 Northwest 154th Suite 230 (AM Na Ex* Miami Lakes FL 33016 L .info@nsigroup.org INSURERS)AFFORDING COVERAGE NAIL# INsuRERA:WesCO Insurance Company 25011 INSURED 656 visuRERBOapfre Ins Co of Florida 34932 Coconut Grove Glass S Mirror Corp. c:National Insurance Programs 3660 NW41 Street Miami FL D:FCCI Insurance Co 10178 INSURER E IAS F: COVERAGES CERTIFICATE NUMBER:1173044479 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MR LTR TYPE OF INSURANCE POLICY NUMBER POLIO LIMITS A X COMMERCIAL GENERAL LIABILITY WPP126072300 4!20/2018 3/1/2017 EACH OCCURRENCE $1,000,000 CLAIMS-MADE Ex_1 OCCUR PREMISES(Ea oarutren $1 ,000 ARID EXP are ) $5,000 X 111h9f6en ConUad PERSONAL&ADV INJURY $1,000 000 SEMI.AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2.000.000 POLICY _ � ❑LOC ACTS-COAPtOPAGO $2.000,000 OTHER: $ B AUTOS E LIABILnY MBINED 4150160012512 3/12016 3/112017 acderd $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ AUT p�T� BODILY INJURY(Paracdderd) $ NOWED R F ED AUTOS X AUTOS r acolderd $ $ C UMBRELLALWB OCCUR XS4958352 4202016 3112017 EACH OCCURRENCE $5,00D,000 X EXCESS LIAR CLAIMS-MADE AGGREGATE $5.000.000 DED RETENTION $ ANDO D L-mN-ndTY 001-=16A� 2W 311/ 16 3112017 X Mum ANY QIP Y�MIA maIn NE.L.EACH ACCIDENT $1,000,000 OFFICERAUMNERCLUDE (y� y kr N o IX � E.L.DISEASE-EA EMPLOYEE $1,000,000 OOF$t PTf OPERATE W. E.L.DISEASE-POLICY UMBT $1000.000 DESCR PTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORO 101,Aditorel RmwAm Sdwdul%may be at6tdred H rare space i s**,ed) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami-Dade County Building Dept. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 11805 S.W 26th Street ACCORDANCE VWTH THE POLY PROVISIONS. Miami FL 33175 REPRESENTATIVE ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD i 001967 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT ABILL-DO NOT PAY LBT 1915736 BUSINESS NAMEMOCATION RECEIPT NO. EXPIRES COCONUT GROVE GLASS&MIRROR CORP RENEWAL SEPTEMBER 30, 2017 3660 NW 41 ST 2021079 Must be displayed at place of business MIAMI R 33142 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED COCONUT GROVE GLASS&MIRROR COF86 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) z 000017767 $75.00 07/19/2016 CHECK21-16-094251 This local Business Tax Receipt only confirms payment of the Local Business Tax The Receipt is not a license, permit ora certification of the holders qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above most he displayed on all commercial vehicles-NIIami-Oade Code Sec Ba-276. For more Information,visit www miaaddmle gov/taxcoHeater W2e12 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT ABILL-DO NOT PAY LBT 4571932 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES COCONUT GROVE GLASS&MIRROR CORP RENEWAL SEPTEMBER 30, 2017 3660 NW 41 ST 2962984 Must be displayed at place of business MIAMI R 33142 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED COCONUT GROVE GLASS&MIRROR CORR4 RETAIL SALES BY TAX COLLECTOR Employee(s) 11 $82.50 07/19/2016 CHECK21-16-095463 This local Business Tax Receipt only ewems;payment of the Local Business Tax.The Receipt is not a license, or orovern ntonrege�Rylaud lificatia�,w ch siness.Holder mud apply to the busiuesscomply with any governments! The RECEIPT N0.above must be displayed on all commercial vehicles-NHami-Dade Code Sec 68-276. For mare information,visit www miamidade oovftaxcollecWr Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL-DO NOT PAY M C CC NO: 000017767 BUSINESS NAMEMOCATION RECEIPT NO. EXPIRES COCONUT GROVE GLASS&MIRRORCORP SEPTEMBER 30 2017 3660 NW 41 ST 7488784 MIAMI,FL 33142 Pursuant to County Code Sec 10-24 OWNER TYPE OF BUSINESS VED COCONUT GROVE GLASS&MIRROR SPECIALTY BUILDING CONTRACTOR PAYMENT LECTOR R CORP BY TAX COLLECTOR 175.00 09/01/2016 0229-16-008647 CTB Trash 4mr' BUISINEW CERTIFICATE CW COWEMMY 000017767 �g ®.BA.: vUim rsu� MMM of ChWW 90 at PROPOSAL Coconut Grove Glass & Mirror Corp. Glazing Contractors.Store From,Windows.Sliding Doors.Plate and Safety.Glaas.Custom Shower and Tub Enclosures.Mirrored Walls and Ceilings Glass Table Tops. 3660 N W 411*Street Phone:(30S)6343420 Miami,FL 33142 Fag: (305)634-3421 ftW03al Anbmitted to: Jason Virtue Date-8/12/16 800 Ne 98st Miami Shores,FL 33138 Home:305-756-2678 Cell:786-202-9698 Email:virtuej@gmail.com Ath Jason Virtue We hereby submit sneciflcations and estates for• 41 AA Supply and install impact single hung windows to have white aluminum fames glazed with impact laminated glass,All window and door Note:All stn operation are viewed from outside and w01 swing out. (�Sxed =epelable) �,drywall,Plaster,sills,flooring,Paint and repairs to be done by others. Mark-S-1-53"x 63"single hung window 1/1 Mark-O-2-37"x 38"3/8 single hung windows 1/1 1-lx3x37"3/8 mullion with clips Option-Repairs ......................................$2213.00 _ Patch up drywall and stucco,inside and exit of window returns as needed and leave ready for paint. All paint inside and out is to be done by others.Note: This work does not include any new sills or floor repairs. All drywall repair work is only for the area around the window that we have damaged during the window installation and not for existing water damaged drywalL Note: This work can be done by another contractor ofyour ehoice and must be done prior to Seal inspection. Repairs ........................ $525.00 Engineer Calculations and Shop Drawings..............Add........................$900.00 (The actual cost of the Permit and promising Fee wi71 be added to above price and paid for by owner or general contractor as separate fee Included: Tax,material,delivery,fmstallation,exterior perimeter caulking. Excluded:Dasa ar remtivai t wood rim bn 1�eyHAila aM,ra,,.slCei ar headed9 wl nteatr.aar.l ahayn Alastet > Qr drvwell_vytndnvv ilia exbenor late ' -- hied bead r�ll�.Ilae�_or Stt>rm Pees]3g9en, Ateadcal or alarm wiring fifes, Caltadariona_overtime or weelaead home fiald -- B$�mL m dPermc or Elite'Fa, �res M+on Lravtnaes and Pmgyn� Note: a or n�cost And do not anise to AaV�(indatad d..nW The III o f UVDdh out" ndt�p In b° Qr M or t Ivo exnbe renin v at an ar —agreed that title to arty m a�se Mat tis been ctethWW or ulst w 4 mal vroil�Lv r ass IeitA�d U ttm or may be removed at arty tune at our sole msovion and any oePoot or Paymems made tomos that r��be fOrfeibed slats w�ltt arryr cost- t by removal of said merlartdhM art IRON m evert coconut Grove am&�CLrca= t Orw e)Is ewk atto s as a m or ar m o�eMdtied tort�reasmtabte any rnanles due arm atrentrtg wttiettt(s par tl the right o nort o o t � y�Verus sm� ua in Dade Aar ]`�(�W\`� any Work or Provided by ioocortuta�ctlstorrte shy man.return recEapt be eHecGYe, V of t9re alleged dee�etcy.Falliue to rwtice sirdti fit► that A and rr protdded by t aaborrt�and as Prfid anN ryrep des a emrror carp,a�file stltR amare ��not intepose any dateno3s ao ren UU ate bow*&=wavow : 50% it due n si t depos opo going 40'/o due upon arrival of materials to our warehouse i and prior delivery to site and final balance due in full upon completion of installation or final inspection. All/ Anantmia isgauaatedtobemfid.Aawmttobeeemptetedinaworbmwom Aathorind jv -aaemdioatoafandod Anyakmadnorda fivmatovesp Sivatac I dO W i santra CO3ftwillbeanxotd aaly apoawrlttm mvme andwindao Ah out SantEma SaleaWsttmstor l atra Ch"F Ov-and I I I e d intima 1 Ana eau ingmt spm sbjhM I,�, ahmetlacoconntgroyeLlA1SS eom at delata bryoad ommntro6 o-nm is OOF9 UM ton=o and oflur am�y i �j�M p A be by us o�wmimaamf*OP=adbywmkmmycma ai if not 30 ys. Acceptance of Proposal-nffi nam ffulUdwd to da to tma>�1►r You are speaS led Payment wf be made as eudmed above. r Date of aceeptan - A Iota 1*.aa.ant nr 1204 ....a...,stl.milt l.w.1....,--.a..�-n e♦ear n*n,t�nsn*ter o a r a nr�+s o . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . CO V _ q®a-t♦ y. r� ► ® w F • • • • • ••• • • • euotvl•�nA 0 p , LL LL _ _ ./�I t, O O gi C.: Q CL 2T Q • • • • • • LU . • 40Yglq�yt�--•YOt MO�pY�eO/ !nll • • • 0 Is 0 000 00 19 q. t@Yt�i�10R.40.�Ytlq d���-Of44�1 gp10t1�IIWF(II�H �.h' o w ~LU LIJ O I OWN w nowC7 2 �wi•,sualr� �y y W Lu a sill it-SN O WAS •f j • j -stet � �..o.ter caa� _ � 4S� lC'�, it MA •Y .. .. f �t�- � 6-.J A'Ffl•AELTfG /AJII. _ o a• , P.�,a 44 r4 A4+ 14� sal gal t (,2' �J Ab�7�1�6 NIo'JJ-r4 IWWJ4,*/w •'.+1�,; insula .-3120 �"'H 5��41isCo&A- n.1. a .-%> 1Ao%AA 4 o h2ni"k MIAM MIAMI-DARE COUNTY 11111,1111112 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RISA) 11803 SW 26 S6ra4,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T M 31S-2590 F(78Q 315-2599 NOTICE OF ACCEPTANCE(NOA) Wmxda �► ao�.► Eeo Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulation governing the use of construction materials. The documentation submitted has leen reviewed and accepted by Miami-)ade 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)andl or the AM(in arm mer than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. H this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such Nesting and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. REEL 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 Iligh Velocity Hurricane Zone,. DFSCRWftON:Series 99aWuard 100"Aluminum Single H=g Window-L.bLLL APPROVAL DOCUMENT: Drawing No. W094), titled "Enc-Guard Series-100 Alum. S.FL Wdw. (L.UL)", sheets 1 through 6 of 6, dated 02/12/09,with revision E dated 06!23/15, prepared by Al Farooq Corporation, signed and pled 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:Lame and Sm dl Missile Impad Resistant LABELING: Each unit shall gear a permanent label with the mamifactarees name or logo, city, state, model/series, and following statement: "MiamW)ade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA gall be considered after a renewal application has bmg filgd fund dk;has beer 9•••• no change in the applicable building code negatively affecting the performance of this WucL ....go TERKMATION of this NOA will occur aflur the expiration date or if than hasbW yt�rv- -*0 change•• ••, in the materials,use,and(or manufachme of the product or process.Misuse of this V0 A as an eadessemenl 0.0•: - of any pr9oduct,for sales,advertising or any other purposes shall automatically terminate•this l4@&—#ailuro•;•• to comply with any section of this NOA shall be cause for termination and removal tft4@ jL :000 ••••• ADVERTISEMENT: The 140A number preceded by the words MiamtiDa44•t;�paty, Wjc* and•• • followed by the expiration date may be displayed in advertising literature. If any p&don of the NOA ig,...:. displayed,then it shall be done in its entirety. :00090 INSPECTION: A copy of this entire NOA shall be provided to the uses by ihiie rdanufacM&foor ite distributors and shall be available for inspection at the job site at the mquest of the Building Offiecal 0 This NOA MOM NOA NO.14-0317-02 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,Px. NOA N&H-041tG 12 Expiration Daft '1 2019 y� Approval Date: July 02,2015 Page 1 Eco Window Systems,ILLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBbEn" A A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07und previons NOA No.14-0317.02) 2. Drawing No.W4948,titled"Eco-OmW dies-100 Alum.S.H.Wdw.(LM.Ly,, sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23/15,prepared by Al Farooq Corporation,signed and sear by Javad Ahmad,A.E. B. TESTS 1. Test reports on: 1)Unciform Static Air Promure,Test,Loading per FBC,TAS 202.94 2)barge Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Press=Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked W drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. M,-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.14-031202) 2. 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 202-94 4)Forret Entry Test,per FBC 24113.2.1 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. HET14M-2166A, dated 12/15109, signed and sealed by Candido F. Font,P.E. (Submi ted under NOA No. 09-022.4.07) 3. Test reports on: 1)Large Agile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with irstallation diagram of a 10101P wide x 76" high ECO-Guarli• es-100 aluminum single hung window, prepared. by Hurricane E,ngbwaft &Testing Ind•••:• Test Report No. HM4 -2166C, dated 12115/09, signed atA; ed by• •• 'do F,••;;• Font,P.E. (Submitted underZAM No.OR0224.07) 4. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94 •••• ...... -•••• 2)Uniform Static Air Pressure Test,Loading ...... VFBC,TAS&202-94 ••:••• 3)Water Resistance Test,per FBC.TAS 202-0.4•::• .0:000 ...... 4)Forced Entry Test,per FBC 24113.2.1 and X AS202-94 .• along with installation diagram of a 53-1/4"wide x 76"high Edd-biard ftgtj 00 .... • aluminum single hung window,prepared by Hurricane Engineking*dt T Inc. :....: Test Report No.HET1 4&2168,dated 12/15/09,signed and seated lay Ca�JF. Font,P.E. (Submitted ander NOA No. 09-0224.07) -hv,rzf, wego P.T. Produet CohkoAnminer NOA No.154406.12 Expiration Date: April 08,2019 Approval Date: July 02,2415 E-1 Eco WiadW_ LLC. NOTICE OF ACCEPTANCE: EVIDENCE SURBUTTED B. TESTS(cora mup) S. Test reports on: l)Large Missile Impact Teat 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.Guacrd Series-100 aluminum single hung window,pared by Hurricane Engineering&Testing Inc. Teat Report No.HETI48-2170,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-1224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5m Edition (2014 dated 03/27/15 and Q6P23/15, prepared by Al-Faro" Corporation, signed and sealed by Javad Ahmad,P.E. x. Glazing complies with ASTM E1300 09 D. QUALITY ASSURANCE I. Nfiami Dade Department of Regulatory and Economic Resourm(RER) E. MATERIAL CERTIFICATIONS L ' Notice of Acceptance No. 144916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04125/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-S&Edition(2014),and of no financial interest,dated March 17,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No.FT1-7635, issued by Fenestration Twtin0 Laboratory,Inc.,dated 17109/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted anderprevious NOA N&14-1317.02) 3. Proposal issued by the Product Control Section, dated 03f25/13, signed by Jaime Gascon,P.E.,Product Control Section Supervisor. • (Subm&W under previous NOA No.14-0317.02) • 4. laboratory compliance letters for Test Reports No.HETI-0&216(0., • . .... ...... H n4M-2166C, HETI419-2168 and HLTI08-2170, allWddd by I3urricani....: Enginewing and Testing,Inc., dated 12129/10, signed and se aQ b.'Can"r..Font,.... P.E. • • ...... .... ..... (Submitted under NOA No. 09.0224.07) ••'••' ••:• •••••• G. OTHERS •••••• 1. Notice of Acceptance No. 14-0317.02, issued to Eco Vm&w:Wojns,12;V for their••• Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.L, dppto$ed on 04/10/14 and expiring on 04/08/19. Manad P.E. Produet Ccmtrk Exaniner NOA Nem,I 6.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... es I/a• 53 1/9• %ftV • 47 31e • • • • • • • • •47 . •• p OLLO• UTE) • • . . It O.Lo.R.une • 000 r MAX Ia•Max. s•IMx Ta•IA1x. ►IEaD X 1. •• CORNERS •• •.• •• = µ-.— -T� _ r I� iI t • • • • � • n • SWEEP LmliES 4 11 -- :a�eJ`aaaP asaatlarr yy AT ; a• I' II R 4 ii n 7 T lr I lit itn11 I � li It :RR�aaaa#aaa?x�aa: �I tt 11 11 it Itil n � .V•� h . es Ian saa.gsst QQ i Chi g n, � •e m � �i i� J ii � 4�1 FALSE NUNTw No ANCi AT Sal. FALSE HUMINS Na ANCXtMB AT Su � �M DACE APPLIEBI csuRrACE APPLIERI aPrDsae O L0.319° 11"JONAt 47 3,18.Luo. a CH 50 3/L116" AT r M F EENDs � 90 3/seVENpv EGO—GU TSD SERIES-100 SWEEP uTCNes Wm col 0 ALUMINUM SINGLE HUNG Wi1dDOW EQUAL LRES TV. UNEQUAL LITES (ORIEL TYPE) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIANS CNARTS SHOWN ON SHEETS 2. TYPICAL I APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIM TEStB MS COMBINATmNS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING d MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. Do PROIRICIT HAS BEEN=GNED AND mm To COMIty WITH THE RRWRIWENTS OF THE FLORIDA BUILDING COCEOLU01NG HIGH VELOCITY SI WARICANE ZONE (MZ) 0100 BUCxB BY OTHERS IdUSf BE ANCHORED PROPERLY TO TRANSFER i m V O r LOADS TO THE STI116FR. ANCHORS SHALL BE AS LVED,SPACED AS SHOWN ON DETAILS,ANCHORS SENT TO BABE MATERIAL SMALL BE BEYOND WALL DRESSWO OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE dt SMALL MISSILE IMPACT. y ANCHORING F"LONGING COPRIIRONS NOT SHOWN IN TFC DETAI S ARE 'SHUTES ARE NOT REQUIRED. Tat pRomwrimvm NOT PARI OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IRO WOOD ONLY. I?La ms 8 at ALL SHIMS TO BE HIGH IMPACT,NON—Mk7ALUC AND NON—COMPRESSIBLE. MATERIALS MUMI BUT NOT IUMITED TO SCREWS,THAT A� 2•� WO9—OS COME INTO CONTACT WRH OTHER C�IMIILAH MAT SHAD.MEET THE ENiS OF THE FLORIDA Bina o COD£ IiNie0 i . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . . . BQUAL LITES WMXWWS VADTH UNEQUAL LITER WINDOWS DWON LOAD CAPACIL7-PSP NCH DP.ffiCS LOAD CAPACI97f-POP CLUB •• PIANOS D1#tS. 'MASS A",, N�'1C PLANOS DUN le TIM $ S� C ••• • • $$$ 9DOTH NOW EXT,(+) INT,(-) Wim *HEM T ECO:(+ 1NL(-) 4) •M 0 0 :.: • • :•• T 19-t/8" 75A ou19-1/a' 740 1" • • • • • • !T•. • • .. • 24" 7510 800 24' 75.4 9010 740 9410 �! 26-1/r 7510 80.0 26-1/r 75A 80.0 740 ou37' (�'' (3) 7810 86.0 37 3r 80-5/8• 78.0 a" 740 ou /,• 74 0.00 90.0 37' (a) 76.0 8 75, • •. •. .. 40' 78 0 ODA 40' 740 90.0 75.0 • �� : : :. •• R 48' 7810 80.0 48. 7010 B4 0 7610 • •• • • jM}QQ 49-1 7810 IDA O3-f/8" 7610 9010 74d so ••• i i i• • g 1824' 7810 80.6 / to-1/c 750 6010 no 8010 8{� iNxD 21• 70.0 90 0 24' 740 80.0 79.0 440 28-1/2' 7814 a" 26-f/r 75.0 e9A 78.0 no 3r 38-3/8' 79.0 9010 32- 63' 75.0 80.0 7810 80.0 37" (4) 78.0 80.0 37' (B) 740 90.0 740 ou 40' 7610 90.0 40" 7510 ou 7610 60.0 49' 75.9 Sao EQUAL LITES 48' - - 740 9910 UNEQUAL LIM (ORIEL TYPE) ^ 53-1/8' 75A solo 53-1/r - 76.0 90.0 19-1/9' 73.0 80.0 11-1/6' 740 _7510 "a d . 24' 7810 9410 24' 71.0 a" 740 90.0 28-1/2- 740 8a0 ;d 26-1/r 7510 ou 76.0 su 3r 80-5/8• 7510 90,0 3r 76• 75.9 8010 7810 9a0 37' (5) 73.0 9010 g 3r 7LO 10' 75.0 90.0 g 40' (>) - - 7810 800 lie 49' 75.090.0 48' - - 740 Mao 8 93-1/e- 7610 9410 53-1/6" - - 750 CC ♦ 7 g 19-1/8' 5,0 90.0 r 24• 75,0. 9010 TO OUALIFY FOR SMALL MISSILE IMPACT RATING 1 3 2e-1/r 740 900 EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEWpERED. a 32' 63• 78.0 40. (� X00 i/8"NT71T STREN'D.CABS W a 48• 71.6 90.0 8/18'AER SPACE FROM)CI'RSYISBD 83-1/3• 7510 80.0N 1/6'NEW STREWO.MASS ar wmlbl1 18-1/8" 740 80.0 1/S` EAT sr11EN0.CLASS SH e'NEAT siREN'o.CLASSBull 24' 740 9010 1090'humayr .Cao"kdmlw 090'ddmloyor OuP*rA Butaatb PvS DUPaat 8ulaoa•PvS DuPont ButacU PYS Ae-Y ALA 321/2" 75,0 ODA 78' 78.0 80A BY Amo im Ina' By'Nutm•y Am em,um, By'Kumroy AmeAaa,kro.- 3Y (1) 740 90,0 a 1/8'HEAT STREAM MASS 3/16'HEAT SIREN.GLASS 1/8"NEAT STREN'O.CLASS � 7ao -904 G 9 SUCONE 51LICONE slucmm 21111111 83-1/8" 740 9010 * DOW 699 DOW 888 � DOH M8 mto m 13 8E1T8k4 tR.00IC9 AT LAN.GLASS AND 049uL.U4,611058 NMC14 OLAZINC SW LEC TO CLEAR BLOCKS T 9 21 aA 41 8a 21 J 13 AT 1/4 POM ON LIVES 13 AT 1/4 POINTS ON LITES. AT 1 4 POINTS FMA�70M 1PW THAN 39"OWY MER THAN 39.ONLY 24 13 ALL� O NOTE GYP LASS TE 'A' Min TYPE 'H' E SSM} 'C GLASS CAPACITIES ON THIS SHEET ARE (}LAZINGI OPTLONa dmWng no. BASED ON ASTM E1300-09 3 SEC. GUSTS) 015 AND FLORIDA BUILDING COMMISSION W09-08 DECLARATORY STATEMENT DCA05-DEC-219 alSaet .. .. . . . % .. . . • . . . • • • . . • • ' 18Y WNCAL ANCHORS !MOD BUCK SIT"W•FOR WACOM WFICAL ANCHORS OADE'COUNTY 't:' d; •ejO d a:g,:a.a a''.aL' :.r t d:a .•..Sa ' a••' EDGE SEO:. O— SPAN EOOE' AMIALIng W� AP/••R •EA0AAfi M8WMWWANIH P•• •••••••• •0 9iR0RRE NM • • ••• • 006 I lfe�ul • ••• • • •• •••• • !00 •••L• YAAL ANCHORS 71IANCpq • ••p i i SE VFOR SPACM SEE ELEV.FOR •• ` 8 SFACM Iwo � r WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED SY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTUOpliam To RE. 8 BMW IAIOVI TYPICAL ANCHORS: SEE aEv.FOR saAOuro 1[¢"[Ilk ULTROON BY 'EY M' (py.tn RSL Fy.158 no Ot4 INTO 20Y WOOD BUCKS OR WOOD STRUCTURES lie 6 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAM8S) 8L 4 14 THRU 18Y BUp<S INTO CONIC. OR MASONRY #uW 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) tg 91 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) , DIRECTLY INTO CONC. OR MASONRY d 1-1/2' MIN. EMBED INTO CONCRETE (HEAD) 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W O1 014 ANS OR S"=am SCR me (mm Z elm INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") INTO METAL SMCTURES t " STEEL : 1/8"GA. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8013—TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) R 1t INTO CONCRETE AND MASONRY - 2-1/2- MIN. INTO WOOD STRUCTURE - 1- MIN. OIg 1g INTO METAL STRUCTURE - 3/4' MIN. C t4A WOOD AT HEAD,SILL OR JAMSS SO -0.81 MIN. K b' 4 CO 40M AT NWS TELL OR JAMBS Yo -3000 PSI ML e m v o e C-40 IMt.LOW/FLIED NORMAL WEIGHT CMU AT JAMBS I'm . 2WO PSI MIN. as web Mdds 1 .K •" ;• da .• Na •p. a. Do g no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH -08 JOINT SEALER. �B_of . . ... . . . ... nm f PART 9 RBgO. DP3081PT10N • • • • • tlATBB(� ,/BBppWBg/BgWRRB �u I FYtpt 1 FRAME HEAD a _ 2 FY115 / FRAME BILL 6063-TB y0 3 FY103 2 FRAME JAMB 6063-76 - 4 FY104 1 Yw • • • 8 fl'106 t VENT TOP • • • • • •'•�sob-"�• ,�• 6 FY114 1 VL34T BOTTOM•RA L• • • • •8063-TB• • 7 M07 2 VENT stas 1w son-Im _ B FYtGS AS ROD. OLONO BEAD(5/18'IAM.OtA98) Goo-T5 �q • BA FYI 09 AS ROD. ANO BEM(7/18' MASS) 806.7-T6 - mme-DME COUNTY BB FY110 AS RM WWW BEAD LAM. MASSI. • 8 - �t AFPRDVED MLiLNDA 8 PY118 2/VENT SASHSTS • 4� . • • • 00039,74 ' 8 @ SEE SEPARATE OTYPICAL ANCHORS SEE Elfll.FOR SPACING11 _ FT113 2/VENT SPRING IAADED ILA - 1/LATCH LATCH SPRING • • 09T.%ft • 12 SUM 2/VENT Swap LATCH,AT 12-1/Y FROM ENDS 7AMAN SULLWAN do A8800. III 12A 18 X 5/8• 2/LATCH LATCH DBT.l cR= ST.STEEL. FH>BB 13 - AS REO. SETIM BLOCK EPB4 DUROMETER 804:8 SHORE A - 14 18 X 1• AS RECD. FRAME do VENT ABY SCWn CRS PH wo 14A 16 X 3/8' 2/VENT BOTTOM RAE.ASSEMBLY MENS ORS Phi SMS 15 6207 AS RM. BOTTOM RAC.SEAL,-SERIES 101 NHOPRHNE ULTRAFAB . 18 E203 AS REQQ. CLMG BEAD BULB SANFOPRENB ULTRAFAB • 16 YA3181 AS REAM FDI 84AL W'STmpPN10 - LLTWA8 16 M17 4/VENT SASH OWE CELCON M&M PL49M 11tA 0 X 3/8• 1/OM SASH OWE RBL SCREW CRS OI SMB TYPE B WINROW WIDTH 1BND08 Woo 20 F210 2/Mff BASH B11Ati� -r - SUPERBOOSF BY BSI Ro 20A 'B X 5/6• /BALANCE RUANCE BBT.SCM - I P FN SMB 21 AS IS& CLASS SPACER SLICCNE FRANK LO'lE 22 - 1 6/10*SDX SCREEN - OPIRCRAL 23 FY120 - fllMl FRAME ADAPTER 6083-TB CpflONAL SEE a ELEV. ACING 24 - - INSL L,GLASS EDGE SPACER 5T.SEEM. CARDE"XL O1/4'MAX. 1/4°MAX. YMlRirMe $HIM 1By 1/4'MAX METAL WOOD SUCKS SHIMSTRUCTURE 18 720 I 2" •,s TYPAL ANCHORS •., FOUR�INO 7W ANCHORS 99• - i 2• HISCREEN GP11.- - - ,4• to EXTERIOR 3 J.• F e� y� C ILL OPOW. •oi M 2 2T WSW ,DTH .� s •tf• '[�9 6•� 013 drowtng no. p tW09-08 5Ne0t oL • • .•. . . • .•. .• .. . • . .. .. . • • • • . . . . . • . • . . •.. . • . owe 0 0 600 ' Eos � Acnao V ANCHORS Mem MIAW-OhK sm ELEv ACINGWUMY SIRwnnm MULLION do MULLIONNECN01ldt• ••• ••• i •i ••• �� SEE SEPARATE NOA • • • s • • • • • • •• EOBE DISE. I • • • • • • • • • • •• • • • • • 06 • 00 O a • • • • • • • . SEE ELEV'fivA FOR QRS d 3 � f/a•MAX AIT. Zs ICAL AW* Wa SEE ELEV FOR S S 4i CD a` ALT. CCC tmrOW INET TION D&AM EM FLUSH ERAM AWAcc Txx uqR PRODUCrRuvow v due . ... ..,.••, : o• . . �,� 6.92 ea9 •15 —08wet •• •• • • • •• •• • • • • • • • • • • • . p--2.790 .m . . . . .. Lit �V . . . . . .. . t B8B 780 .079 . . . . . . . . . . .. 3 2.750 2b12 i•�,�p � O FRAME HEAD ; 1.204 2.061 ' •. :.: : : : : :. •. ��' ,� 2874 • • • • • ♦• • 2 iee O FRAME JAMB •• • • • • • • 3 S18 .394— f SB4 A48 B 3 ,048 -� 1.422 M3 .050 © FDL MEETIND RAIL Q 1.047 ® tA47 ® 1.047 1.340 GLUING BEADS VS 1434 2MJ �+f 1.067 r„ 1,1 14 +.140 .821 M ® VENT TOP RAIL 07 VENT SIDE RAIL $� 2,027 1.247 / V 01i /. ,qg2 4.773 +.790 ,file 1 .078 1.446 e 1.140 • QB VENT W M RAIL ,+ SPRING LOADED LATCH VENT GARNER DETAIL s �Q S 9.874 i B11 ll gz -c 0 Opo 082 5.002 2.888 AM GARNERS DETAIL iu SONO .082 OA N W4 .800 69 B> 8 FloNda 5r A9i 2780 2 et t0 2015 drawing no. ® FRAME SILL ® FLUSH FRAME ADAPTER �.• W09—aa �,•Bt of 8 _ rt MIAMI•QAIDE MIAMI--DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2$99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govreconomv Eco 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 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. 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 Clipped"Aluminum Tube Mullion—L.M.L. APPROVAL DOCUMENT: 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., bearing the Miami—Dade County Product Control Section 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 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.Faure 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 IDA—fait t o p gvided le-the user by the manufacturer or its distributors and shall be available for inspection 4tWPb site Itfie'r,,equest of the Building Official. This NOA consists of this page I and evidence pages�--fadd�,.asivell as approval document mentioned above. The submitted documentation was reviewed by,Taime.D.JQ$seon,•P.�.• _ • •• • .• NOA No.14-0529.16 MIAMI DADS count rir ;C$.,\5 Expiration Date: October 23,2019 1s Approval Date: October 23,2014 1 • Page 1 . . . .... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . I I Eco Window Systems,LLC NOTICE OF ACCEPTANCE: 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. BETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 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 clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI48 21928 and HETI-08-21660, 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 20294 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 20294 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5th Edition (2014), prepared by Al Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P. E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). .. •.• • . • • • .. .E. MATERIAL CERTIFICATIONS .; .•; ; ;•; •• 1. None. •• ••• •• •• • 000 ••• . 000 0 0 Jaime D.Gascon, • • • • • • • • • Product Control Section,Supervisor •• • • • • • • • • • • •• •• NOA No. 14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 . ... .. . . . . . . . . . •• •• . . • •• •• ... . . . ... . . Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5'h 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-082192A, HETI-08-2192B, 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, ••, . ••. •.• Jaime D.Gascon,P.E. ' ' • . • • • • • Product Control Section Supervisor •• • ' . ' • • NOA No.14-0529.16 . .. . . . . .• '. Expiration Date: October 23,2019 Approval Date: October 23,2011 • •• •• • . • .• 6• I ---- ;�------T- ILII ' 4.000 �a�Ij—TYPiCAL �j a 31.000 (1. cLAz�Nc PRoaucr $a r� € Ian 1 T} 3 WINDOW PRINTF € ;L---� B.000 II � II 3.000 4.000 V • •• In • • • z •••. • • TUBULAR SHAPES •.•• MUWtON SYSTEM IS RATES Fqg L GE MISSILE IMPACT. 2060 ALLOY-8083-T8 (/1 AND CAN BE LISfiD WITH ACI•FrfIAMI•DADE COUNTY APPROVED IMPACT*J"YGINrIMPACT RESISTANT PRODUCTS. •••• RE_ CTANG 60 ALUM[NUW.AX MUl QNS MULLIONS CONTAINING TYPICAL GLAZING PRODUCT^+ j �n HORIZONTAL OR VERTICAL 3�M ••••• USINb MULLION PROPERTIES ONLY • .NOTES: SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SITES AND SPACING ] o LL • •• Z ••••• THIS PPRRppppUCI ' EN DESFFTEO �F(ETED TO COMPLY WITH THE Z • THIS EALP� F E FLORDA WW"CODE INCLUDING HIGH VELOCITY ••..• HURRICANE ZONE e('HVH2). O • ALL OLAZING•PRODUCTS USECIQASME MULLIONS MUST MEET THE W-g ••••• APPL !DING CODE RECRJ EN I.E.WINO LOAD.WATER • INALTRA j ENTRY RPS1lI�JEE�ONEGUARDS ETC. 0 . WOOD BUl*%W4DTHERS.MUS'BE~GRED PROPERLY TO TRANSFER • LOADS TO THE STRUCTURE. • • • ••••• LISTED,St�ICEO AS�IOWN ON DETAILS,ENBEOliENT TO BASE• TL AIL BE BEYOND WALL COVERING(STUCCO,TC.E ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPRWAL c A LOAD DURATION INCREASE IS USED IN AGN OF ANGIORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMBED TO SIEEIJMUAL SCRUMS,THAT COME INFO CONTACT WITH OTHER DISSOIILAR MATERIAIS§HALL MEET THE REQUIREMENTS S OF THE FLORIDA BLDG.CODE. INSTRUCTIONS: • USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 c° '� � FOR PARTICULAR OPENING. ,STEP 2 USE MIAMI-ME COUNTY APPROVED GLAZING,PRODUCTS ,e MEETING ABOVE LAAO REQUIREMENTS. FnSr.JAVAO NIMAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CN APPROVAL. FIA.PE 8 .%2 USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH LAN^3S3a EST.P 4 DESIGN MORE THAN DESIGN LOAD SPECIFIED APP I ABOVE. vdAs Ai1L0wV7A08IftIke Dntn p qc USING ANCHOR TYPES ON SHEETS 8 THRU 9 AND ANCHOR CHARTS NOA9� _ yL'lj_ ",.� +UfL STEP 5 ON SHEET 4.SELECT ANCHOR TYPE WITH DESA RATING P 'p Y�!^r p g:t r y ntn• 4 pal MORE TWIN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. M14-01 street 1 0( 9 -�J 1.000 .125 1.000 Fes- 2.000 �..t25 7-000-j�.tas �2.oao 250 401 •'- l �� .375 I I 1 m o � 1.000 � z -y 1.000 t^- .tom .125 .375 o .125 .125 y, a000 4.000 .125 4.000 l$: 3.000 ,125 3.000 6.000 6.000 .375 .375 .125 .250 Q I i u LA�O Ix= .9502 W\4 Ix =2.0374 iN\4 Ix= 1.538 M\4 Ix =3.1878 IN\4 Ix= 2.9762 IN\4 RN Sx= .8335 W\3 Sx 1.0187 iN\3 Sx = 1.0254 IN\3 Sx 1.5939 IN\3 Sx = 1.4881 w\3 1 X 3Ills 1 X 4 1 X 3 1 X 4 2 X 4 STD. MULLION STD, MULLION GLISTOM MULLION CUSTOM MULLION STD, MULLION 6063-TB 8063-T6 6083-T8 6063-To 8063-76 • • • ••••• •••• • •• Tx =8.2757 IN\4 Ix = 15.2031 W\4 • • ••• i Sx =2.7588 wN Sx =5.0677 W\3 0 a 0000• •i•••i zi • • 2 X 6 2 X 6 a •• • 0.0••0 STD, MULLION HEAVY MULLION g • 8063-T6 6063-T6 lil w 00000 0000 00 00 ED • • • • 0000• •••• 0000•• H • QOM 00000 •0 • 0000 Q g • • • • • ti • • •• 0000 Z 0000• Z� • • 0000•• � �`r0 0000• 0000 0000•• ��� � O • • • • 718 , Imo- p--1.718 00000 • • I f 0000•• 125 2.125 125 2.125 .125 Typ. Typ. I ��cn Igblgtxt8t lira 2.000 Oetc raor,9 1§ tftl 5.500 b-----------5.500 2.000--W d NOTCH NOTCH ° OPTIONAL 1�2' OPTIONAL 112- MIN. MPI. a e p FAgr JAVAD ARM 1 CML RL PE ® 32 M MI• CAN. 1/2" N. N MIN. MAY'ibl � 2014 drawing no. ANGLE CLIP MULLION CUP MULLION CLIP M14-01 6063-T6 sos3-TB 6053-T8 sheet 2 Of 9 J DffiCN LOAD CAPACITY-PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY- PSF(TUBS MULLIONS) DESIGN LOAD CAPACITY- PSF(TUBE MULLIONS) V WINDOW DIMS. I 1X8 1 X4 1 XS 1 X4 2 X 4 2X6 2X8 WINDOW DIMS. 1X9 1 X4 1X9 1 X4 2 X 4 2 X 8 2 X6 NINDOW DIDIS• I 1 XS 1 X4 1 X 8 11 X4 1 2 X 4 2 X 6 2 X 6 �� O WIDTH(R)MaL SpANJ STD. STD. CUSTOM CUSTOM STD, STD. HEAVY WIDTH(W)MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH(W)MULL SMI STD. STD. CU CUSTOMSTD. STD. HEAVY •t 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8° - - 69.3 55.3 120.0 120.0 Z j 28-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 63.8 116.4 87.1 120.0 120.0 120.0 120.0 26-1/Y - - » 42.8 39.9 1114 120.0 g 30• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30• - - - 379 35.3 98.1 120.0 iAd 37, 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 38.8 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 20.6 79.5 120.0 42• 120.0 120.0 120.0 120.0 1204 120.0 120.0 42' 33.9 72.8 55.0 113.0 106.4 120.0 120.0 42' - - _ - 27.0 25.2 70.1 120.0 Q 48' 38-3/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 45' 74-1/4' 29.7 63.7 48.1 99.7 03.1 120.0 120.0 48` 120" - - - 23.6 22.0 1 61.3 112.6 84' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 26.4 86.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 V 60' 120.0 120.0 120.0 120.0 120.0 120.0 T20.0 W. 23.8 51.0 38.5 79.7 1 74.4 120.0 120.0 60' - - - - - 49.0 90.1 11 66` 112.5 120.0 120.0 120.0 120.0 120.0 120.0 68' 21.6 46.3 35.0 72.5 67.7 120.0 1207 88' - - - - - 44.8 81.9 psl 72" 103.2 1 120.0 120.0 120.0 120.0 120.0 120.0 72' - 42.5 321 665 620 120.0 120.0 77' - - - - - 40.9 75.1 18-t/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8' - - - 44.5 419 115.6 120.0 28-1/2° 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 60.2 120.0 116.4 120.0 120.0 26-1/2" - - - 32.1 304 83.4 120.0 30• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1' 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30" - - - 20.4 285 73.7 120.0 g 3Y 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 89.3 63.4 120.0 120.0 37' - - - 23.0 21.5 59.6 10918 42" 120.0 120.0 1 120.0 120.0 120.0 120.0 1 120.0 1. 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42' - - 20.3 - 526 96.7 48• 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 64' 204 44.0 33.2 68.6 84.3 120.0 120.0 48" 13Y - - - - - 46.1 84.6 54' 1149 120.0 120.0 120.0 120.0 120.0 120.0 54' - 39.1 29.5 612 67.1 120.0 120.0 54" - - - - - 40.9 75.2 U 80" • 1 120.0 120.0 120.0 120.0 120.0 120.0 60' - 35.2 1 28.6 55.1 51.4 112.6 120.0 60' 67.7 66" • • 14.0 P 120.0 120.0 120.0 120.0 120.0 120.0 88' h14. 320 24.2 60.1 48.7 102.4 120.0 BB' - - - - - 33.8 615 2 4179•• .1 120.0 20. A 120.0 120.0 120.0 7Y 29.3 221 459 429 939 120.0 72• - - - - 30.7 56.4 In19-1/11'0 120.0 120.0 128.0 120.0 120.0 120.0 120.0 19-1/8' 74.0 55.8 1169 108.1 120.0 120.0 19-1/8' - - - 34.3 320 89.0 120.0 120.0 20.0 1 A 120.0 120.0 120.0 28-1/2" 53.4 40.3 835 78.0 120.0 1204 26-1/2 - - - 249 23.1 84.3 118.0'0' 120.0 120.0 0204 170.0 120.0 120.0 120.0 30" 47.2 35.6 739 68.9 120.0 120.0 30" - - - 21.9 20.4 58.8 104.337' 18.3 120.0 7 120.0 120.0 120.0 3Y 35.2 28.9 599 55.9 120.0 120.0 37' - - - - - 46.0 84.5 m •4•t'•• 4111+1! 120.0 128.0 •170.0 120.0 120.0 120.0 42' 33.7 25.4 52.7 49.2 120.0 120.0 42' - - - - - 40.5 74.5 i7- ^ O1 •4Y i• 50-3/e' 120.0 .0 120.0 120.0 1207 48' 88• -- 29.5 22.3 48.1 43.1 107.8 120.0 48" 144' - - - - 35.5 8.5.2 I O •A••• 704 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41A 38.3 959 120.0 54' - - - - - 31.5 57.9 Z Z 60° • 7i1 1145 '110.0 120.0 120.0 120.0 W - 23.8 - 369 34.4 86.2 120.0 60" - - - - - 28.4 52.1 Z •8.6•• 84.7• 104.1 14f41�•0120.0 120.0 120.0 120,6 86• - 21.4 - 335 313 78.4 120.0 88' - - - - » 20.8 47.4 J O a 70.' • 3 95.4 1 .0 120.0 120.0 120.0 72' - - - 30.7 26.7 719 120.0 72' - - - - 23.7 43.4 Q V trJ IS-11'r 120.0 120.0 120!0 120.0 120.0 1=0 120.0 19-1/8• - - - 81.3 759 120.0 120.0 W Of� 28-1•/20. • .1 120.0 tilt. 1 0.0 120.0 120.0 120.0 26-1/2' - - - 68.7 549 120.0 120.0 •30' "AP 120.0 0120.00•120.0 120.0 120.0 120.0 M. - - 51.6 4$4 120.0 120.0 INSIDE RECTANGULAR SHAPE ARCHES TO BE INSCRIBED HORIZONTAL MULLION 06760 83.1 1 t9.9 1 1 116.0 120.0 120.0 120.0 37' - - - 420 39.2 109.1 120.0 42' 0 S 105.8 90.0 120.0 120.0 120.0 120,0 42' - - - 374 34.8 96.1 12,10 IyG 48' 6g° 48.6 92.4 78.7 120.0 120.0 120.0 120.0 4e` 108` - - - 32.4 30.2 84.1 120.0. % PROWcr `��.• # 64• 43.2 82.2 704 420.0 120.0 10.0.0 120.0 54• - - - 26.6 269 74.7 120.0 MULL,KlN AL4 60" 38.9 739 83.0 115.7 108.0 120.0 120.0 60' - - - 25.8 1 24.2 67.3 120.0 z 88' 35.4 67.2 57.3 105.1 98.2 120.0 920.0 88' - - - 23.8 224 81.2 1123 OlAZM GLAZING 3 7dp PRODUCT PRODUCT 72• 32.4 81.8 526 98.4 90.0 120.0 120.0 72' - 219 202 50.1 103.0 - - GLAZING OIAZB4O ALL LOADS ARE EXT.(+)/lNT.(-). PRODUCT PRODUCT c m 0 0 NOTE: W1 W2 MUWON SPAN c MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULL►QN AR_RaEMENTS "s" Nva"811`0 Wt +W2 FlRA,PE d 70592 ApprovedSwidu At A1g'wm,�eo 14(1.0.0 d# " droving no. MULLIONS "1 (a�' V�,_•� V ," M 9 4-01 sheet 3 of g DESIGN LOAD CAPACPPY - PSP DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY -PSP �u $ WwOW DIALS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE CS MOTH(W)Will SPAN AS A4 A6 132 B4a B4b YAOTH(W) MULL SPAN A2 A4 A6 B2 84a H4b WIDTH(W)MULL SPAN A2 A4 AS BR Boa Bob M q 79-1/8' 120.0 120.0 120,0 120.0 120,0 120.0 19-1/8" 120.0 120.0 120.0 101.4 120.0 120.0 18-1/8" 87.9 120.0 120.0 62.7 90.4 120.0 F 28•-f/2" 120.0 120.0 120.0 120.0 120,0 120.0 26-1/2' 114.2 120.0 120.0 73.2 105.4 120,0 26-1/2" 70.6 120.0 120.0 48.3 652 90.6 30' 120.0 120.0 120.0 120.0 120,0 120.0 30° 1003 120.0 120.0 84.8 83.1 120.0 30' 62.4 108.8 120.0 40.0 57.6 80.0 37" 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 82.4 7510 104.8 37' 80.8 882 120.0 32.4 46.7 64.9 i 42' 120,0 120.0 120.0 89.3 120.0 120.0 42° 72.0 120.0 120.0 46.2 66.5 82.4 42° 44.8 77.7 116.6 28.6 41.1 57.1 48' 38-3/8' 120.0 120.0 120.0 782 112.6 120.0 48' 74-1/4" 8310 109.9 120.0 40.4 582 80.8 48' 120° 39.0 S&0 102.0 2510 36.0 50.0 Be 108.4 120.0 120.0 699 100.1 120.0 Be BBA 97.7 120.0 35.9 51.7 71.8 Be 34.7 60.4 90.7 222 32.0 44.4 ,t 60' 97.6 120.0 120.0 82.8 90.1 120.0 60' 80.4 879 120,0 32.3 46.5 64.8 80' 31.2 54.4 81.6 20.0 28.8 40.0 ,p°Ip'11j 68" 88.7 120.0 120.0 8&9 81.9 113.7 66' 45.8 78.9 119.9 29.4 42.3 58.8 Be* 2&4 49.5 742 - 262 3&4 lit p7 p 72' 81.3 120.0 120.0 82.1 75.0 104.2 72' 42.0 73.3 1089 289 389 63.9 72" 2&0 45.3 68.0 - 24.0 333 ppic ab�sjl[ 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 26-1/2° 120.0 120.0 120.0 12010 120A 120.0 26-1/2' 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2' 64.2 112.0 120.0 412 59.3 82.3 11 ar 120.0 120.0 120.0 114.3 120.0 120.0 30' 89.1 120.0 120.0 57.1 82.3 114.3 30" 58.7 989 120.0 36.4 52.4 72.7 37" 120.0 120M 120,0 92.7 120,0 120.0 37' 72.3 120.0 120.0 48.3 66.7 92.7 37' 4&0 80.2 120.0 2910 4210 59.0 42" 120.0 120.0 120.0 8IA 117.6 120.0 42' 83.7 111.0 120.0 409 58.8 61.6 42' 40.5 70.6 106.0 2610 37.4 51.9 eeellla Ju 48" 42' 111.4 120.0 120.0 71.4 1029 120.0 48' Be 55.7 97.1 120.0 35.7 51.4 71.4 49' 132` no 61.8 92.7 22.7 32.7 45.5 Be • 99.0 120.0 120.0 639 91.4 120.0 Be 49.5 88.3 120.0 31.7 45.7 63.5 54' 31.5 9410 82.4 20.2 29.1 40.4 60° • •811.1• 120.0 120,0 57.1 82.3 1142 60' 44.6 77.7 118.8 28.8 41.1 87.1 60' 2&4 499 74.2 - 26.2 3&4 •w•• •A� 120.0• /26.5 3.1.11 74.8 toss 66' 40.5 70.6 10&0 2610 37.4 51.9 BB' 2&8 4&0 67.4 - 239 33.1 Z 72' • 74.3• 120,0 = 47.6 68.6 05.2 72' 37.1 649 97.1 239 34.3 47.6 72' 23.6 41.2 619 - 219 303 O 18�40* • •1�• 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 7&4 1729 120.0 19-1/8" 81.6 120.0 120.0 62.3 75.3 104.6 Y! 28-1/2° 120,0 120.0• 4120.0• 107.3 120.0 120.0 26-1/2' 883 120.71 920.0 56.6 81.5 1132 26-1/2' 58.9 102.6 120.0 37.7 54.3 759 D •30' •120.0 120.00 170 0 94.8 120.0 120.0 30' 7810 120.0 120.0 5010 72.0 100.0 30' 52.0 90.7 120.0 33.3 4810 6&7 W emb 0 •1149 120,0 •1204• 76.9 110.7 120.0 37' 6&2 110.3 120.0 409 58.4 81.1 37" 42.2 7&5 110.3 2710 38.9 54.1 m JE W 0�•• • 1 7• 120.0• 1*.0 67.7 97.8 120.0 42' 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 649 97.1 239 342 479 y n • 1. 50-1/8' • 50-5/8' •92.4• 720.0 720. 89.3 88.3 118.8 48' 96' 489 86.0 12GA 31.3 4510 62.5 48" 144' 32.5 5&7 795.0 209 30.0 41.7 O O 0)d1 3.4 • .2 120.0 SIM 52.7 75.9 1053 Be 433 75.6 113.3 279 4010 55.6 54' 28.9 50.4 75.6 - L28.7 37.0Z .1• 740• 120.0 vW0 47.4 683 949 60' 39.0 88.0 102.0 25.0 36.0 60.0 BO' 26.0 453 08.0 -672 117.2 120,0 43.1 62.1 8&2 68' 35.5 61.8 92.7 22.7 32.7 45.5 fib' 23.8 41.2 61.8 - 30.3 619 1079 •120,0 39.5 58.9 7&0 72' 329 56.7 85.0 209 30.0 41.7 72° 21.7 37.8 86.7 - 279 Q V -1 • A 120.0 41 M0 119.5 120.0 120.0 19-1/8' to" 120.0 120.0 69.7 100.4 120.0 W rng 95-1/2' 01060 120.08 _9W 86.3 120.0 120.0 26-1/2• 789 120.0 12oA 503 n9 700,0 TYPICAL ARCHES TO BE INSCRIBED evs>E 7acraN7o77AR sHaP7 •to• 1189 120.d* •120.0• 76.2 109.7 120.0 30' 69.3 120.0 120.0 44.4 64.0 K9 � ANC1.I 70RS 37' •0•swi 120.0 120.0 619 89.0 120.0 W. 58.2 0&0 120.0 30.0 81.9 72.1 7 v MULLION 4Y • 849 120.0 120.0 54.4 78.4 108.8 42' ff4.7 83 120.0 31.7 45.7 6&5 GLAZING 48 B3' 74.3 120.0 120.0 47.6 68.6 95.2 48' los" 8.8 1133 -27A 40A 55.6 VEROCA PRODUCT 54' 66.0 115.1 120.0 42.3 8110 84.7 54" 72 100.7 24.7 35.6 40.4 MULLION 80° 89.4 103.6 120.0 �.1 84.9 78.2 60° 0.4 90.7 222 32M 44.4 Td � 66' 8410 94.2 920,0 34.8 49.9 883 66° 4.9 82.4 20.2 29.1 40.4 \ANCHOR 72' 499 883 120.0 31.7 45.7 83.8 72' 0.4 78.6 - 26.7 37.0 PRO01lCT � �i /1 GLAZ64G GLAZING Tmm ALL LOADS ARE EXT.(+)/INT.(-). V. 1�1roDucr PRODUCTANCHORS c• NOTE: Y/1 ANCHORSWI MULLION SPAN m u ANY ANCHOR CONDITION SHOWN HEREIN MAY COYER LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. W9 + (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W} = 2man yrL Z Apryoved av tyia8,411 CAN.SS38 . None_ q 1t• qpy/ RS fMy MttY`` 12Q94 drawing no. ANCHO M14-01 ahfset of 9 lYPiCAL ANCHORS TYPICAL ANCHORS 2 PER CUP(t ON EACH WING) i PER ANGLE O I AOIR w� 3 � g I tl i i SNUG FIT INSIDE MULL CLIPI LI Z2X LU 4 6 1-3/4"O.C.ON. i I t_3/4°p M#14 SMS 4IN. I I X26 iq a PER CLIP 2 PER ANGLE ri 16 -_ all, z • M . .. s ..•.. . . Z fn • BARS TYPE 'A2' TYPICAL ANCHORS: •.••• • i 9000* ANCHOR TYPES SUBSTRATE IMIN.EMBED.M9V.EDGE 01ST. Li [O ••..• •..• 000000 t/4"DIA.ULTRACONS BY'Elco' CONCRETE 1-J/4' 2-t/a° ?� • (Fu-n7 KSI.Fy-155 KSI) •.�a� - •• -• ••.• 1/a°Ow.SELF DRILLING SCREWS S O M •..•• • • • . • (GRADES CRS) METAL t/5` 3/4` z • • •• ••.• Z i • 00:004% SIE"ANCHORS tYPK:AI.ANCHORS NGLE CONCRETE- f'e-3000 PSI MIN. •• • • • • PER CLIP{2 ON EACH WING) 2 PER ANGLE METAL. a t/B"MIN. THK.STEEL Fy=38 KSI MIN. O d' " •. • • \ �\\, t/e"MIN.THK.ALUMINUM (WW-75 MIN.) w .• • I 1 ' R I I OR AL ANCHORS MAY BE HEX OR FLAT HEAD. • I • f \ I I I I ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED pq WITH ALKALI-RESISTANT COATINGS.SUCH AS BITUMINOUS PAINT OR WATER-WHTfE METHACRYLATE LACQUER. N C Li J �_____________J I I I I I 1 -FLOATING CUP SNUG FR INSIDE MULL. 112X 1/8• 1 I 1ALUM GLE I I #14 SMS 1 1 #14 SMS I 1-3/4'O.C.ON. 1-3/4'QC.ON. + 4 PER CUP 2 PER MLLE o m z z v in Engr:JAVAD AHNAD CML 4i4i$ Apprtmv,d w wo gilying%ith dw FIA PE l 70992 FTurida Bldltlity;Ct C3978 1p Pale j a WPM ANCHORS TYPE 'Al' MAY .yi�Ul3 drawing no. M14-01 sheat 5 of 9 HON E ANCHORS S3 PER ANGLE 0- 8 PER CUP(3 ON EACH WING) \\` 44W, \ Z\ I I I I ! ! SNUG FlT INSIDE MULL U 2 X 2 X 1/8• 3 ALUM ANGLE X14 SMS 1 I CLIP t)14 SUS 1-3/4'O.C.MIN. 1 I 1-3/4'O.C.MGN. I I 8 PER CLIP 3 PER ANGLE • •••• • •.••• TYPICAL ANCHORS: !, • ••.• ••• • ANCHOR HAPS SUBSTRATE MN.EMBEO.MN.EDGE DIST. m W 4 • • 1/4'OIA ULTRACONS BY'UZW CONCRETE 1-3/4• 2-1/2' I_- 00900 m •••• •rf��l ANCHORS TYPE `A6' (Fu-in KSI,Fy=155 KSI) O o` • •:•• 1/a'OUi.SELF DRILLING SCREWS METAL 1/8' 3/4• D Z^�J • • • • • (GRADE S CRS) Z _ • ••.• • •• 0000 CONCRETE f c a 3000 P51 MIN. ` • • • •..•••' METAL o 1/8'MIN.THK.STEEL Fy-38 KSI MN. V Pp • 1/8'MIN.THK.ALUMINUM(8083-TS MIN.) • • • •... • •• ANCHORS MAY BE HEX OR FIAT HEAD. O • .••• • • • 0:900:• • ALL CLOPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS.SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. 0 c c O a Eros.JAMDgp O.ACIVIL AHWO �, 0 .R.'3S7�r8. Applowdm �T4o FlaridAeHBd- drawing no. M14-01 sheet g of$ TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP(1 ON EACH WING) t PER ANGLE OR >E O a I I 1 , FLOATING CLIP It I Ii 2 X 2 X f/8" SNUG FIT INSIDE MULL U ALUM ANGLE 6 014 9NS ; i 014 SMS I 1_3/4 O.C.CHIP i i 1-3/4'D.C. ANGLE' i I •• ogoo U) Jd o • • • • • O • •••• i i • • TYPICAL ANCHORS: A • • &=MORS TYPE B2 ANCHOR TYPES SUBSTRATE IWN.EMKO.AIN. EDGE DIST. � �w � • •.•• 000% •• •• 1/4'DIA.ULTRACDNS 8Y'ELCO' MASONRY 1-3/4' 2-1/2" • • •0000 000000 (Fu-$77 NSI.Fy=185 KSQ WOOD 1-1/2' 1' 5 • • O Q N •••• • •• • • • W00D- 2BY WOOD BUCKS OR WOOD STRUCTURE S.G.-0.55 MIN. j • • • •• 6600 MASONRY= C-90 HOLLOW/FILLED,BLOCK f'm= 2000 PSI MIN. z Z • •••• TYPICAL ANCHORS TYPICAL ANCHORS 3'Z • • • ••.••04 PER CUP(2 ON EACH WING) 2 PER ANQE [BY OR 29Y WOOD BUCKS NOT BY ECO WINDOW • MUST SUSWN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER U�w" • :• • �• ••. • •• R \ \\\\\\ \ \0\\ THEM TO BUILDING STRUCTURE W I 1 . • OCT\ I OR flU£ BLOB ANCHORS MAY 8E HEX OR FLAT HEAD. O I • •• • I i ------------- 1 1 I I I I o I I I 1 FLOATING CUP I I 2 X 2 X 1/8' c I I I I SNUG FR INSIDE MULL I I ALUM ANGLE 1 I I I m 014 SMS ' ' 014 SMS I 1 1-3/4'O.C.AIN. 1-3/4'O.C.MIN, 4 PER CUP 2 PER ANGLE m ® O C 3 ,f if Engr.JAYAD AHM4D �, •� g FLA.PE CML y53892 3 AyPlovc6avoomplyAigN(gt101e CAN.J x53 flodJa UuJd g . y� � � 3/8'MIN. 2 7/8' � TW, nP�AI ANCHORS TYPE Boa Pr°Af1 r Cain • � o drawing no. M14-01 sheat 7 of 9 Twlcal ANCHORS TYPICAL ANCHORS 4 PER CUP(2 ON EACH YANG) 2 PER ANGLE \ \\ O Pa O \\ \\ \\ FVRR �Lde\ i! g� ----------------- CL I a t 1 i FIT FLOATUNGINS !I IDE MULL b- L Z1. Ncu.� iiiyyy555fff #14 SMS It i #14 SMS 1-3/4'O.C.A4N. I t 1-3/4.O.C.MIN. I 1 4 t3Z3 g 6 PER CUP 3 PER ANGLE 4 W a • •• • •TW • " • • JJ 'r • •••• • t0 Z •••••• y • •••• • • • • TYPICAL ANCHORS: • ANCHOR TYPES SUBSTRATE MN.EMBED.MN.EDGE DIST. S` tii • •.•• ••e• •• •• 1/4•DIA.ULTRA:ONS BY'ELCO' MASONRY 1-3/4` 2-t/2' 7U4T4T-11'1' •.•• • •••• ••• (Fu>177 KSI.FY-155 KSI) Y1000 m N tom" • • N • e ;TYPICAL • • ANCHORS TYPE 'B4b' wood =28v WOOD BUCKS OR Wow STRUCTURE 5.0. m o 55 MN. 2 o e • MASONRY'= C-60 HOLLOW $ e .••• /fILLED BLOCK Pm =2000 PSI MIN. Z z � • • • ••:••• BY OR 213Y WOOD BUCKS NOT BY E00 YRNDOw •••••• •.•• •...•• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER • • THEM TO BUILDING STRUCTURE. W m • • • ANCHORS MAY BE HD(OR FLAT HEAD. o 0 �m 0 �c v_ Fiigr:MAD AH 1 0 APII17elY'd B5 yL1gl$8 FIA.OE l 70582Dets MiJ ElmitlaBaOd' CAN. NOAH • 9 'S M{ t drawing no. 3A1�s 2 3 2014 M14-01 ' sheat $of g ro� SEE CHART FOR O 14 SMS TUBE MULLION rz . � T11 0 ANCHOR N0.OF CHART SCR �f #14 FHTY 2 4 2/SIDE1/8' LENGHIC'THH TO dINTO LLION 0 SS Q TUBES MAY BE NOTCHED Y AS CIPSHOWN TO ALLOY!INSTALLATION IP OF GANGLE I I CAULK JOINT AFTER ASSEMBLY #�14 FH SMS i • •• 1-1/2'O.C.LIN. • • • �HOLE SE FOR OUACHAFrr NHnES I • • •ff. • •• 1 I to � � • 0000 i • • I •• . t • a• .0000... _ _-_I--- -----____ ___-__I_- a0000 0000 W V) 0000 0000 000006 = I I I I W • 1 I I 1 a 0:0 a •• C s••• THIS SCREW CAN BE I I 1 0 O M • • . f • INSTALLED W ED}IER t = #14 FH SMS I I I 1 .- 1 • • 6 a. Soo* DIRECTION I 2 PER% I 1 I _Z • •0.6 1'O.C.MIN. I I 1 I Z $ • V 0 •0.00• 0 0.000• 0000 .0f••• •••i • •• 1-3/4`%2'X 1/8'(FOR 29Y TUBS .•:000 0•• : s/4•x Y x 1/8'FOR(lay TUB2 *0000: ALUM ANGLE CUT TO FR SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL cronauEcnoN `o 014 SMS SUBSTRATE I W. =MIN. EDGE DIST.MRN.CL TO CL SPACSdG ALUMINUM 1 5/8" 1/2' • �o L c Y Wr:JAYAD MINDCML d, 1 ftA PE/705/2 Y 1Y�t Ylp CAN. 378 . 1VOA0 .s6 � © MI i e+ ct E;6ii Browing :�Jj 7014 M14- �' sheet 9 of 9 MecaWind Std v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 10/14/2016 Project No. : R0346 Company Name : COCONUTGROVE GLASS 6 MIRROR Designed By EDWARD LANDERS Address : 3660 N.W. 41 STREET Description IMPACT WINDOWS City : MIAMI SHORES Customer Name JASON VIRTUE State : FL. Proj Location 800 N.E. 98 ST., MIAMI SHORES File Location: C:\Users\dirops\AppData\Roaming\MecaWind\Default.wnd input Parameters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 1.6 : 12 Slope of Roof(Theta) = 7.59 Deg h: Mean Roof Ht = 11.50 ft Type of Roof = GABLED RHt: Ridge Ht = 14.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 112.00 ft Bldg Width Across Ridge= 73.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.90 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 C' TaW9 6.11-1 Internal Pressure Coefficients for Buildings, GCpi • • •••GCPi i Ir"rnal Pressure Coefficient = +/-0.18 0000•• • • • ••���• Q�essxz%e on Components and Cladding (Ch 30 Part 1) • • 0000•• - "{�c:� • 0000•• 0000 •• •�.•' • • • •.r .r 0000• 0000 •••}i• y , � 0000• •• • ,•••• F I 1 1 • • • • • • • •• ••••Roo not 1 t t 0000•• 1 I 1 1 • • 0o00000 0000•• ••• _� ••i•• ]jC)��71 r i i • • • 1, 1 1 l 11 1 1 l 0.00.0 • •�, oo, ••••'i • I 1 1 1 a 3, WAS '�, �JP � Gable Roof 9 45LA All pressures shown are based upon ASD Design, with a Load Factor of .6 �. Width of Pressure Coefficient Zone "a" _ = 4.60 ft m t4o �9 Description Width Span Area Zone Max Min Max P Min P "" •+ ft ft ft^2 GCp GCp psf psf m -------------------------------------------------- ----- -- o MARK 'O - ' 2.00 5.00 10.0 4 0.90 1.10 36.66 43.45 aag� 10%K®®®®> 11111(1 ®tttt 9 � MARK '0' 2.00 5.00 10.0 5 0.90 -1.40 36.66 -53.63 MARK 'S' 4.42 5.25 23.2 4 0.84 -1.04 34.69 -41.26 MARK 'S' 4.42 5.25 23.2 5 0.84 -1.27 34.69 -49.25 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf e •• • • sees • •• • • • sees•• •••et• e••. •• •• •ess• owes •sss•s 'Pots• •• a *see • • • •s sees Ooo •o•sss ease •••wase • • •