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WS-15-1818 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239503 Permit Number: WS-7-15-1818 Scheduled Inspection Date: September 23, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SOUZA, HENRIQUE Work Classification. Window/Door Replacement Job Address:479 NE 102 Street Miami Shores, FL Phone Number (646)320-4171 Parcel Number 1132060170840 Project: <NONE> Contractor: M B BROWN CONSTRUCTION COMPANY INC Phone: (954)261-3312 Building Department Comments INSTALL 16 WINDOWS AND 1 DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 22,2015 For Inspections please call: (305)762-4949 Page 7 of 36 s Miami Shores Village fi}e ' �f9Ft �ers ti f =ice 10050 N.E.2nd Avenue NES t �: ttG�# f'� 1 C1£ 31iit Repti4pi Miami Shores,FL 33138-0000 ` Phone: (305)7952204 'wm't a � , 10'''D z 1312171 : Expiration: 03/01/20 1 Project Address Parcel Number Applicant 479 NE 102 Street 1132060170840 Miami Shores, FL Block: Lot: HENRIQUE SOUZA Owner Information Address Phone Cell HENRIQUE SOUZA 479 NE 102 Street (646)320-4171 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 12,880.00 Valuation: M B BROWN CONSTRUCTION COMPS (954)261-3312 Total Sq Feet: 0 Type of Work:INSTALL 16 WINDOWS AND 1 DOOR Available Inspections: No of Openings:17 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:8 Review Building Review Building Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 DBPR Fee Invoice# WS-7-15-56408 $4.05 DCA Fee $4.05 09/03/2015 Credit Card $352.90 $50.00 Education Surcharge $2.60 07/21/2015 Credit Card $50.00 $0.00 Permit Fee $270.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $24.00 Technology Fee $10.40 Total: $402.90 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,DO S,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing info on is curate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the ab a name a work stated. September 03, 2015 Authorized Signature:Owner / Applicant r Agent ate Building Department Copy September 03,2015 1 Miami Shores Village Building Department JUL A290 15 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 ,� / Tel:(305)795-2204 Fax:(305)756-8972 J/�✓✓✓j INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20M BUILDING Master Permit No.� PERMIT APPLICATION Sub Permit No. [2tUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP t- CONTRACTOR DRAWINGS l JOB ADDRESS: `"T79 SIF, 102"0 �.� City: Miami Shores County: Miami Dade zip: Ing Folio/Parcel#: I13�D t70 0 4 Q _Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: //�� Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): 1- w ry q Vf Vq Eo V 2A Phone#: '3US 'S(oG' 6�o Address: CI NE (02 hQ S 1"� 3 City: ld 1 Sy�l1a State: Zip: U Tenant/Lessee Name: Phone#: Email: d 6m CONTRACTOR:Company Nam P Address: � City: LY mg t�' State: Zip::Mb2" Qualifier Name: Ac7 6h </()/Ah Phone#: TJ� State Certification or Registration#: Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: �{ City: State: Zip: Value of Work for this Permit:$ of�po Square/Linear Footage of Work: Type of Work: ❑ Addition/ ❑ LAlteration ❑ New �epair/R_eplace ❑ Demolition Description of Work:s s d�lc7r/ fn'f�I.2A l a&,/,s mom" /6 wd"ys �' One Ctsy. 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$, iZ . (Revised02/24/2014) 0 r 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 YOURS 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 'Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged.before me this "day of'' 20 by ,day of V 20' by 5nnerscInallknow o rr�� .whois personally known to me or who has produced S as me or who has produced x &'U_wSe as identification and who did take an oath. identification and who did take an oath a � NOTARY PUBLIC: NOTARY PUBLIC;7 Sign: Sigh; . Print: , Print:, s i ^^^ Saar Pia Seal: P„ Seal: ?o�..•.,��, QUIDAJACOBS * $ MFFWW MY COMMISSION#FF43855 EXPIRES:August 14,2017 EXPIRES:NOWW A 2{111 40,060107 BO*dTffU89 tNotfy8WIW �x�x�a���**��.�x�x�.*�x�x�x�**x��x�x�x�*x��m�x�x�x**�x�x*��x�**�x�**�x�*�*�.�x�x*���.�x�x���x�x i I �. APPROVED BY Plans Examiner Zoning e Structural Review Clerk (RevisedO2/24/2014) Property Search Application-Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:7/9/2015 Property Information Folio: 11-3206-017-0840 Property Address: 479 NE 102 ST Owner HENRIQUE SOUZA - Mailing Address 479 NE 102 ST MIAMI SHORES,FL 33138 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,581 Sq.Ft " Living Area 2,177 Sq.Ft Adjusted Area 2,368 Sq.Ft Lot Size 9,075 Sq.Ft Taxable Value Information Year Built 1951 2015 2014 2013 Assessment Information County Year2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Land Value $217,760 $168 $190,632 Taxable Value $218,942 $216,808 $212,866 ,636 Building Value $123,610 $122,498 $122,498 School Board XF Value $990 $990 $990 Exemption Value $25,000 $25,000 $25,000 --- - -- -- Taxable Value $243,942 $241,808 $237,866 Market Value $342,360 $314,120 $292,124 City Assessed Value $268,942 $266,808 $262,866 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $218,942 $216,808 $212,866 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $50,000 $50,000 $50,000 Cap Reduction $73,418 $47,312 $29,258 Taxable Value $218,942 $216,808 $212,866 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous Sale Price OR Book-Page Qualification Description School Board,City,Regional). 04/03/2015 $395,000 29577-0481 Qual by exam of deed Short Legal Description 11/01/1996 $0 17603-1307 Qual by exam of deed MIAMI SHORES SEC 4 AMD PLAT PB 15-14 LOT 22&W1/2 LOT 23 BLK 92 LOT SIZE 75.000 X 121 OR 17603-1307 1196 4 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disdaimer.asp Version: httn-//wwwminmirlaila 1 From: 10/07A2014 16,48 *406 P.006 TALLAHASSEE FL 32399-0783 BROWN,MASON ANTOIN M 8 BROWN CONSTRUCTION COMPANY INC 613 SW KAYAK AVE PORT ST. L UCIE Et.34353 Cc ngratutationst With this license you become one of the nearly one miiliw Fltnidians licensed by tate Department of Business and Professional Regulation_ Our professionals and businesses range STATE OF FLORIDA from is ytt brokers,ficorrs is to bwbeque restmants. DEPARTMENT-OF11SINE BUSINESS AND and they keep Florda's economy strong. PROFE,40I=' G!lCd��TI Every day we work to Improve the way are do business in order to CGC1515486 Z- M. 0910�12Q�� you better. Farr in ora our Sery s, lg ontc `R Z_ a y^ oriThere you carr find more informatdon C tT# lE$3 about our FIs and r is you,Subscribe 3 . .fit 5 � `ate` �° pk to department es+ new and team more about the 06p 's 8BROWN a 'lied gS" UM �k3 Our mission at the Department is d tense ltitlir isaatly,Requlate Fairly, We constantly strive to serve you better so that you can serveyour customers. Thank you for dam business in S CERTIFIED under the provisions or Ch.4$9 FS- and congratulations on your new license! ' -'e1 .Auram.?M6 a � DETACH MERE RICK SCOTT,GOVERNOR KEN I AWS ON,SECRETARY STATE OF FLORVA DEFARTMENT OF BUSINESSAND PROFESSIONAL REGULATION CONSTRUCTION DOS Y LICENSING BOARD The GEWER&CONTRACTOR Named bebw IS CERTIFIED " Under the _oin's�of Chapter 489 FS SRO ON_ OII __ I B. {? C- s �7{I8 N.C)RTHAtJST �.f�d� ke 41 ._ _ ..• + .. „tet{ ':� v- ^� c � ISSUED. alM2r2014 DISPLAYAS REQUIRED BY LAW SEQ 1.140902000MG 5 a v l CP:O9 Bt 3353,lit Palm leach,FL 33402-3353 -LOCATED AT4* xr.ptsctax. Tel:(561)3555-22 5.: 131 HAWTHORNDR LAKE PARI,FL 33408 SYPE OF susu'mss OtiVt+EEfi EFY$fp"11 ON 0 RECEIPY'*"ATE'PAID 7&IOENCRALCOM151W. T1R RRMIN W-SO.M 8 JR MCISM"4 a"a.a sas: 1?�fYz ET,Srf fi4gis& This document is valid only when raosipted by the Tax Coll ar's mice. STATE OF FLOPJDA PALM BEACH COUNTY 2014f20115 LOCAL BUSINESS TAX RECEIPT 6 3ROVVN CONSTRUCTION COMPANY INC LBTR Number- 200423328 *S BROWN CONSTRUCTION COMPANY INC ` SEPTEPASER 309 2016 375 NORTHLJaAKE BLV NORTH PALM BEACH,FL.3340$ This receipt grants the pciufte of engaging in or managbV any business pn*ssion or accupst#on ea �esgl ac as ��gae en�a within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. z 3 Jul 2016 09:23a JMD Insurance 7722835855 P.1 _ .. '�`� CERTIFICATE OF LIABILITYDATE - INSURANCE (MMID I_ 07/17/15 THIS CERTI_FICATE 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 j REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. Ir INPPOR•1'ANT: I/the certlflcate holder Is an ADDITIONAL INSURED,the poAcy(ies)must be endorsed. If SUBROGATION is WAivaD,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certJfFcate does not confer rights to the certificate holder in Ileu of such enclorsement(s). -PRODUCER CONTACT J Michael Dick&ASSOC dba JMD Insurance N ME:PHONE (772)221-9797 50 SW Amany Ave – G'N—' E1 �IN•Nol: (772)283 5855 L offiee(�jmdagency.com Phone FL 34994 „INSURE S AFFORDING COVERAGE NAIC it (772)221-9797 Fax (772)283-5655 INSURED - INSURER A; Arch Specialty InSUrStnCe Company INSURER B: - MB Brown Construction Co - �1SURQt G: 378 North Lake Blvd #218 INSURER D; North Palm Beach,FL 33406 (561)662-9203 � INSURER E: ER COVAGES ` INSURER F: __ CERTIFICATE NUMBER; REVISION NUMBER: THIS tS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED 13ELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDJCATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS I CERTIFICATE MfW!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.LIMTfS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LNTR I TYPE OF INSURANCE ADSU I POLICY EFF ' POLICY ExP ` GENERAL LIABIUTY I POLICY NUMBER MMIDD1YYYY , MUjooNYY UMRS EACH OCCURRENCE s 1,000,000.00 ❑� COMMERCIAL GENERAL DA.MAGETORENTED ❑ ❑ CL*MSMADE ® OCCUR PREA9ISES Ea occurrence $ 100,000.00 A ❑ AGI-001 35694n 05Y�3/2015 05/231201fi ^MEDEXP(Anyaneperson S 10,000.00 ❑ PERSONAL&ADV INJURY S 1,000,.000.00 GENERAL AGGREGATE S 1,000,000.00 3EN L AGGREGATE LIMIT APPLIES PER: ( ED POLICY ❑ Pa0 PRODUCTS-COMPIOPAGG S 1,000,000.00 ❑ LOC AUTOMOBLLE LIABILiTy COMBwED SINGLE LIMIT g ❑ ANYAUM Ea ac ide 3 ❑ ALL os N=o ❑ SCHEDULED BODILY INJURY(Per parson) S ❑ AN��YNED I BODILYINJURY(Per acaident• S OS ❑ HIRED AUTOS PROPER'Y AMAGE $- •�❑ - ❑ _(Per accident l (� UMBRELLALiA6 ❑O;�UR $ _� I❑-' EXCESS LIAH —� EACH OCCURRENCE 5 CLAIMS-b1ADE DIED RETENTION S AGGREGATE WORKERS COMPENSATION $ AND EMPLOYERS LIABILJTY Y 1 N WC S"ATJ- n ORI n I- ANYPROPRIETORIPARTNER:EX_CUIIVEO TORSa6 r_ ��_ --{ (MandaOr-FICEtory I NIH) EXCLLDED7 =-I NIA' E.L.EACH ACCIDENT g (Mandatory In NH) J - — Describe under ME.L.DISEASE-EA EMPLOYE S ION OF OPERATIONS below EA- E.L DISEASE.PO:ICY LIMIT $ DESCRIPTION OF OPERATIONS rLOCATIONS IVE-- LLL--LLL -- VEHICLES (Attach ACORD 101,Aid Monet Remancs Schedule,If more space I6 required) ' LICENSE NUMBER CGC 1515486 CERTIFICATE HOLDER J �I CANCELLATION _ Miami Shares Village Building Department �^OULD ANY OF THE ABOVE DFSCRtBED POLICIES BE CANCELLED BEFORE THE IXPIRATlON DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHOWED REPRESENTATIVE I _ AGORD 25(2010106)OF S138-2010 AC RD CORPORATION, All rights reserved. The ACORD name and logo are registered marks of ACORD PLEASE CUT OUT CARD SELOWAND RETAIN FOR FUTURe RS:ERENCE STATE OF � � mcc E7F EE d tj OF t E R 0 w cdd aamb PL`s: w E > dfl 3a'18 X18. SOOPESOPOUSMM 4$. QRTPA J.AT bbl T RC PRCAtE{sf L1fi4C3S NEEC TAW1TANDt[9JV CCf...., .......�.�............... • C 7 t{AT& L K STt96EsM P GT12 Qa a12- im bttps:lf 8.fl Por Vie ? _k D7Q3 6 6... 1416/2(}14 A to Z Home Improvement&Property Management Inc.and Brown Construction LLC 7231 Ramona Street Miramar,FL 33023 7S4-291-3480,9S4-261-3312 Email: atozhomeimprovement07@emx.com July 16,201S State of Florida County of Miami-Dade Before me this day personally appeared .,11 uon gm)n who being duly sworn,deposes and says: ,�/ Th he or she I be the only person workingon the project located at ��A/4C /PX A� 3/3 to(or d)and subscribed before me this Wfo day of 20 l�by Personally know OR Produced Identification • Type of Identification Produced j961/2 Print,Type of Stamp Name of Notary P / a we7nYLmwn # * W QONIAIIAON#FF 040691 �r APs EXPIRES:Nmmlw 30,2017 ��a�.°°�°e BandedThN Notary S�v� Forms http://www.miamishoresvillage.com/village-dcpartmenVbaildirL.. 12 5- .„, Miami Shores Village Building Department 10050 N.E.2nd Avenue - Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)758.8972 Notice to Owner—Workers' Compensation insurance Exemption Florida Law requires WorkersCompensation insurance coverage under Chapter 440 of the Florida Statutes. Fla.Stat. §440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of workers'Compensation Employer Fads Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company(LLC)in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village docs notrequue verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: QjJIDA JACOBS Owner MY,OOMWSSION#FF43855 amw State of Florida M wXS:August 14,2019 County of Miami-Dade �� , The foregoing was acknowledge ore —nday of_�Vl�ll/ _,20-L By VlW F� gis personally mown m has pro&.d as ea. Notary: SEAL: Permit cierN i 1 of 3 7/17/15 8:51 AM SCOPE OF WORK: Z COPE RESIDENCE Z � � o W 3� • WINDOWS & DOOR _ 479 NE 102 ST Q ° aO 93 � W ao �Q TABLE OF CONTENT: ONE TIME APPROVAL 1. CP- SCOPE OF WORK (t � 2. PL1- 1ST FLOOR PLAN O � W a o m 3. W&D1- WINDOW& DOOR ELEVATIONS U o Q m '0, 4. D1- HORIZONTAL SLIDING WINDOW DETAILS Oa a o 5. D2- DOOR DETAILS ID I'D O <0 N N 6. D3- FIXED WINDOW 0: 3 o n n Q W (n O O U- 2 €p MM M .J Z N Q W Q Q W u. NOA SCHEDULE: ANE1. DOOR NOA# 12-0402.03 SERIES 600 ALUMINUM OUTSWING DOORS 1.1. GLASS: 7/16" LAMINATE (1/8" H.S. + .09" PVB + 1/8" H.S.) 1 SATELLITE VIEW 1.2. IMPACT: L.M.I. 2. WINDOW NOA# 14-0317.01 SERIES "ECO-GUARD 200"ALUMINUM HORIZONTAL ROLLING WINDOW SCOPE OF WORK CP SCALE:N.T.S. 2.1. GLASS; 7/16" LAMINATE (1/8" H.S. + .09" PVB + 1/8" H.S.) 2.2. 1MPACT: L.M.I. t asp a ti > ,Is 3. WINDOW NOA# 14-0317.03 SERIES "ECO-GUARD 300"ALUMINUM FIXED WINDOW "` of ° 3.1. GLASS: 7/16 LAMINATE(1/8" H.S. + .09" PVB + 1/8" H.S.) a c 3.2. IMPACT: L.M.I. co 4. MULLION NOA# 14-0529.16 SERIES "ECO-CLIPPED"ALUMINUM TUBE MULLION o U- 4.1. IMPACT: L.M.1. o � w 0- Lu 0 GENERAL NOTES: z 1. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. _�_ O � a 2. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. a ° 2 3. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO a PROCEEDING WITH THE AFFECTED PART OF THE WORK. o 4. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS a COMPLETE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES `k M TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. ' ! a co 6. EXISTING WOOD &CONCRETE STRUCTURE BY OTHERS AND MUST BE ADEQUATE TO SUSTAIN THE o w SUPPER IMPOSED LOADS. a ? w 7. ALL STEEL IN CONTACT WITH ALUMINUM IS TO BE PAINTED WITH A COATING OF A HEAVY BODIED 2 STREET VIEW Z 0 o BITUMINOUS PAINT,OR APPLY A NON-ABSORPTIVE TAPE OR GASKET,OR 1/8" NEOPRENE LAYER,OR APPROVED CP N.T.S. z EQUIVALENT LAYER TO PREVENT GALVANIC REACTION BETWEEN DIS-SIMILAR METALS. z — z — 8. WATER PROOFING IS NOT PART OF THIS SCOPE w 2 " Q J 3 Ay2) M v c� CO DESIGN WIND LOADS: v\� �'� o THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 2014 AND THE FOLLOWING SUPERIMPOSED LOADS. O " DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH ASCE 7-10. WIND VELOCITY : 175 MPH v��Q EXPOSURE CATEGORY : C BUILDING HEIGHT: 15 FT PQQR® z o ? —En gr: �S Y RSOUFFRJNT v Approved sa complying with tie ! F PEIFloriV 72462 Dat da Raiding C n 1 I A.N.�538 \ v Dy�a y !iV Q T NOAH O Z C Y .-. 3 V MiamiD re Proda� o g ° r drawing no. DIMENSIONS SHOWN ARE NOMINAL,FRAMING CONTRACTOR AUG I C 1 AFC 15-101 1 TO OBTAIN FIELD DIMENSIONS PRIOR TO INSTALLATION. All G 1 ISSUED FOR PERMIT SHEET i of 6 MIAMI-DARE COUNTY �egirtxgegt•QfUe&Wry and Economic Resources (RER) ' r ; ; ;•:B6ARp A�D CODE ADMINISTRATION DIVISION M IAM N I • ••• • • • • ••• PRODUCT CONTROL SECTION 11805 S.W.26 Street•Room 208 ... . ... Miami,Florida 33175-2474 '.• .' '; ;. T(786)315-2590 F(786)315-2599 .• : : . : www.miamidade.gov/economy August 25, 2015COPF r . ... . . . . .. . Mr. Jeff Lozama . . . . . .. RECEIVE CMS International Group, Corp. •• ••• •• 3333 NW 188d'Street Al 2 6 Miami Gardens, FL 33056 1DY4Re: One Time Approval Application No. 15-1613 Installer: CMS International Group, Corp. Products: Eco Window Systems LLC Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I., Series "Eco-Guard 300" Aluminum Fixed Window - L.M.I. and Series "600" Outswing Aluminum French Door - L.M.I. To be installed at: Cope Residence,479 NE 102 Street, Miami Shores, FL 33138 Dear Mr. Lozama, We are in receipt of your request dated August 23, 2015, for an expedited review of a one time approval to cover the installation of the above mentioned products . 1. Maximum Design Pressures are as indicated in the Table below are not exceeded wherever installation for each specific unit is pro osed. Window Mark Product NOA# Dimensions Qty Max.Design Pressure Living Room Series"Eco-Guard 300"Aluminum 14-0317.03 613"x412-5/8" 1 +40.1 PSF,-53.7 PSF Fixed Window-L.M.I. Garage Series"Eco-Guard 200"Aluminum 14-0317.01 4' 9"x Y-1-1/2" 1 +40.1 PSF,-53.7 PSF g Horizontal Rolling Window-L.M.I. Office Bath Series"Eco-Guard 200"Aluminum 14-0317.01 3' 1"x 3'2-5/8" 1 +40.1 PSF,-53.7 PSF Horizontal Rolling Window-L.M.I. Office Side and Series"Eco-Guard 200"Aluminum Office Front Horizontal Rolling Window-L.M.I. 14-0317.01 4' S"x 4'2-5/$" Z +40.1 PSF,-53.7 PSF Office Back Series"Eco-Guard 200"Aluminum 14-0317.01 3' 1"x 4'2-5/8" 1 +40.1 PSF,-53.7 PSF Horizontal Rolling Window-L.M.I. Family Room D Series"600"Outswing Aluminum 12-0402.03 2'7-3/4"x 6'8-1/2" 1 +40.1 PSF,-53.7 PSF Door L.M.I. Master Bedroom Series"Eco-Guard 200"Aluminum 14-0317.01 6'2"x 4'2-5/8" 1 +40.1 PSF,-53.7 PSF Horizontal Rolling Window-L.M.I. Master Bath Series"Eco-Guard 200"Aluminum 14-0317.01 6' 2"x N-2-3/8" 1 +40.1 PSF,-53.7 PSF Horizontal Rolling Window-L.M.I. Series"Eco-Guard 200"Aluminum Horizontal Rolling Window-L.M.I. 14-0317.01 4' S"x 4'4" 2 +40.1 PSF,-53.7 PSF Family Room W Series"Eco-Guard 300"Aluminum 14-0317.03 4' S"x 2'0" 2 +40.1 PSF,-53.7 PSF Fixed Window-L.M.I. Series"Eco-Guard Clipped" 14-0529.16 4'S" 2 +40.1 PSF,-53.7 PSF Aluminum Tube Mullion-L.M.I. Bedroom#1 Series"Eco-Guard 200"Aluminum 14-0317.01 3' 1"x 4'2-5/8" 1 +40.1 PSF,-53.7 PSF Horizontal Rolling Window-L.M.I. 2. The building official having jurisdiction accepts this approval. N:\SPECPROJ\SPEC15\15-1613-JeffLozama Cope Residence-OTA-doe Internet mail address: Homepage: ma045r6i)-miamidade-gov www miamidade.gov/economy . . One-Time Approval#15-1613 . ... .: . .Or:'.': : CMS International Group Corp. • August 25,2015 Page 2 so: . : ... ... 069 .. . . . . . . . . •• 0.0 The following data was reviewed in the process of issuing this letter: 00 0 0 a 00 000 so 1. Drawings Prepared by"Al-Farooi Ivo* &41.W• 0• Drawing Drawing Title �' Datt ' 'datee im Number Pages Signed and sealed by: Cope Residence AFC15- 479 NE 102 St. Oscar Y. Souffront, 1011 Miami Shores, FL 33138 08/07/15 None 6 P.E. One Time Approval 2. Calculations Prepared by"AL-Farooq Corporation" Calculation Title ' Pages Date Sealed Signed and sealed by: CMS International Group, Corp. 3 08/18/15 Oscar Y. Souffront, Project No. 15-1011 P.E. 3. Notice of Acceptance Notice of Manufacturer Description Approved: .Expiring: Acceptance No. 12-0402.03 Eco Window Systems, Series 600 Aluminum Outswing Doors— 07/19/12 07/19/17 LLC L.M.I. Eco Window Systems, Series"Eco-Guard 200"Aluminum 14-0317.01 LLC Horizontal Rolling Window—L.M.I. 04/10/14 05/27/19 14-0317.03 Eco Window Systems, Series"Eco-Guard 300"Aluminum 04/10/14 06/17/19 LLC Fixed Window—L.M.I. Eco Window Systems, Series"Eco-Guard Clipped"Aluminum 14-0529.16 10/23!14 10/237/19 LLC Tube Mullion—L.M.I. 4. Statements 4.1 Statement letter of conformance, complying with FBC 5th Edition (2014), dated August 18, 2015, issued by Al-Farooq Corporation, signed and sealed by Oscar Souffront,P.E. NASPECPROJASPEC15\15-1613 JeffLozama Cope Residence_OTA.doc Internet mail address: Homepage: mP045r0miamidade.gov www.mlamidade.aov/eqonqmY � o • • ••• • • • ••• One-Time Approval#15-1613 CMS International Group, Corp. August 25,2015 Page 3 ••. • ••• This approval consists of the followinpdocuanentsc• ••. •• • ••• • • • • •• • 1. This letter. •• • ••• •• 2. Drawings: Prepared by"Al-Farooq Corporation" Drawing Drawing Title Date Revision Pages Signed and sealed by: Number I date Cope Residence AFC15- 479 NE 102 St. Oscar Y. Souffront, 1011 Miami Shores, FL 33138 08/07/15 None 6 P.E. One Time Approval Application for building permit shall be accompanied by copies of the following: 1. This complete approval document, as outlined above. 2. Any other documents required by the Building Official or the Florida Building Code (FBC) in order to properly evaluate the installation of this product. Wind-borne debris protection (shutters) are not required for the installation of this system. If you have any questions concerning the above approval, please contact this office. Sincerely, AIT'tl jr 0 A OA3�z =ct el Perez, P.E. Control Ex in r N:\SPECPROASPEC15\15-1613 JeffLozama Cope Residence OTA.doc Internet mail address: AWL Homepage: mP0451i)-miamidade.gov qV www miamidade.aov/econamy Z r z- 0 _ w 30 N/A N/A N/A 2 1 N/A N/A MARK: BEDROOM-1 �"' a o,n MARK:GARAGE NOA#14-0317.01 w° o c� NOA#14-0317.01 ZONE 5 WIND LOADS O w Q ZONE 5 WIND LOADS Pd+40.1 PSF •4 0 Pd+40.1 PSF Pd-53.7 PSF ••• v W v••'• Pd-53.7 PSF 'Q a o > � o o• nor• . F •• .••• • dJ N c� 3E '....' : •a: � 07 I ''' ••••.• • •Q H aA0•• � ZNQWQ•• • • • Q W ei �r- L� • NOTES: ••• -SCOPE OF WORK IS HIGHLIGHTED:APPLICABLE NOA,WIND LOAD ZONE • (WORST CASE CONDITION)AND DESIGN PRESSURES ARE SHOWN NEXT • TO OPENINGS. -OPENINGS NOT HIGHLIGHTED ARE NOT PART OF THIS SCOPE OF WORK. MARK: MASTER BATHROOM NOA#14-0317.01 ZONE 5 WIND LOADS o N/A Pd+40.1 PSF Of co Pd-53.7 PSF aco UM Q0,� W W aN0 ULLION NOA#14-0529.16 � cn N/A 3 w z m a o�2 MARK:LIVING ROOM d NOA#14-0317.03 0 ZONE 5 WIND LOADS U Pd+40.1 PSF o Pd-53.7 PSF 0 M J M N/A ZZQ ULLION NOA#14-0529.16z MARK: FAMILY ROOM W MARK:FAMILY ROOM W _ cl) NOA#14-0317.01 NOA#14-0317.01 z o MARK: FAMILY ROOM NOA#14-0317.03 w `P NOA#14-0317.03 ¢ NOA#14-0529.16 NOA#12-0402.03 z z z c� NOA#14-0529.16 N/A MARK:OFFICE BATH ZONE 5 WIND LOADS ZONE 5 WIND LOADS Approved���r�p w 2 M a ZONE 5 WIND LOADS pd+40.1 PSFFurift NOA#14-0317.01 Pd+40.1 PSF C 1 v 0 M Pd+40.1 PSF la�e� , ZONE 5 WIND LOADS Pd-53.7 PSF Pd-53.7 PSF Pd-53.7 PSF o Pd+40.1 PSF Q rmduct Pd-53.7 PSF L 0 a� MARK:OFFICE FRONT vi NOA#14-0317.01 0 ZONE 5 WIND LOADS N o Pd+40.1 PSF � o MARK: MASTER BEDRROM Pd-53.7 PSF MARK:OFFICE SIDE MARK:OFFICE BACK NOA#14-0317.01 Engr. o� rsouFFRONT NOA#14-0317.01 NOA#14-0317.01 C L 0 ZONE 5 WIND LOADS ZONE 5 WIND LOADS ZONE 5 WIND LOADS PE �24s2 0 = r Pd+40.1 PSF Pd+40.1 PSF N/A Pd+40.1 PSF CAN, 538 Pd-53.7 PSF Pd-53.7 PSF Pd-53.7 PSF o 3 PLAN VIEW ®� drawing no. L1 SCALE:3/16"=r-0' luG 7� ' AFC 15-1011 ISSUED FOR PERMIT SHEET 2 of 6 NDOfWID WINDOW WID ND&WID O W Z O INDOW WIDT 3,1, a 0 A 3'-1" ^J WINDOW WIDTH O ; _ NDOW WIDT I I INDOWWIDT I I J a r- • •Q O wQ C C • •� V9000: T4JNDER SEPARATE C ••• • • •tQ' >w ei O • O SCOPE C9 /. /. /. C •�•••• • �i O a g O • SCLu OPE SEPARATE ��Nx // co�aox x x i�/!•• a00 G� N_• -v p i%�O •� io p •� W /. /. W i"/ •• i •�•� �•N N z K K Z D z C* n°�•aox �� 04- •••• • 3 O • vp D vp 0000• • •Q N LLAO•• B Z_ Z_ D • ••• �s to �•si'i• B c* ..... z a X•. NEI 0.00 ANB B •• • 00 • • NEI • QTY 2 MARK:LIVING ROOM MARK:GARAGE MARK:OFFICE BATH MARK:OFFICE SIDE&OFFICE FRONT MARK:OFFICE BACK NOA#14-0317.03 NOA#14-0317.01 NOA#14-0317.01 NOA#14-0317.01 NOA#14-0317.01 ZONE 5 WIND LOADS ZONE 5 WIND LOADS ZONE 5 WIND LOADS ZONE 5 WIND LOADS Pd+40.1 PSF Pd+40.1 PSF Pd+40.1 PSF Pd+40.1 PSF ZONE 5 WIND LOADS Pd-53.7 PSF Pd-53.7 PSF Pd-53.7 PSF Pd-53.7 PSF Pd+40.1 PSF w Pd-53.7 PSF a i° Q c, U � 2' " 0 LL DOOR WIDTHUj W WINDOWID d 1,- 0 E I .. O A F W o= � �Z� ----WINDOW WIDT � Z Lu�Q A a Ove / 3'-1 " INDOW WID -----WINDOW'-2 WIDTH 0 of / r-W A x /� A O D C va I=> D // U Z O co O uD NEI! z /. /. I- 1= C9 0 W /. /. /. /� /� o g M Z -;;r 0 I=> • lJ.. 2' •. FW-' Z Q \ H vC w Z Z �iO G \ L L C D Z O U U Cl) W to C W F \ 41 Cx L B Z 0 C3 U) md � W 0 MARK:FAMILY ROOM D MARK:MASTER BEDRROM MARK:MASTER BATH MARK:FAMILY ROOM W QTY 2 MARK:BEDROOM-1 Z Z NOA#12-0402.03 NOA#14-0317.01 NOA#14-0317.01 NOA#14-0317.01 NOA#14-0317.01 Z ZONE 5 WIND LOADS ZONE 5 WIND LOADS NOA#1a-0317.03 ZONE 5 WIND LOADS Q ZONE 5 WIND LOADS O F N Pd+40.1 PSF Pd+40.1 PSF Pd+40.1 PSF ZONE 5 WIND LOADS Pd+40,1 PSF Z M Z Pd-53.7 PSF Pd-53.7 PSF Pd-53.7 PSF Pd+40.1 PSF Pd-53.7 PSF `� O O v Pd-53.7 PSF t 0 N O WINDOW ELEVATIONS W&D SCALE:1t2"=1'-0" 4kpprpved#,3 complying with Engr. OSG IV OUFFRONT I U7 CIVIL: L od& Mug C e F C N24r,2 r,2 Dade N. W0A# I 15.w 1 s .e �� drawing no. AUG 18 AFC15-1011 ISSUED FOR PERMIT 11 SHEET 3 of 6 Z =a O W 30 . d d. A" d a d' W 00 1/4"MAX. •o W V Q + + 1/4"MAX. SHIMS • • • *at ••••• O SHIMevm O 0t O O •• • • (` • • • W h v C* •••••• • • Y O Q N.p• O • s ••.:•• .O' � r �.TI t 10 + 1/4"0 ELCO ULTRACON p V.v •�.••• : • � aN do WITH 1-3/4"MIN.EMB, �'• W 3 J ��•• 2-1/2"MIN.CONCRETE ••:•• • • Q:W fA y"•� • E.D.,WITH SPACING AT ° •• •• �•� LnIlk J••: 10-5/8°O.C.&3-1/2° •••••• N FROM ENDS AND • • • g Z — W • CLUSTERS OF(4)AT v D • • •• • �•Ei • MEETING STYLES WITH 3"SPACING v • °o • •• J I' I' 1/4"0 ELCO ULTRACON a p WITH 1-314"MIN.EMB, p 2-1/2"MIN.CONCRETEit 1/4°0 ELCO ULTRACON E.D.,WITH SPACING AT WITH 1-3/4'MIN.EMB, d a 2-1/2°MIN.CONCRETE d 11"O.C.&5"FROM ENDS E.D.,WITH SPACING AT M 0 11"O.C.&5"FROM ENDS U J H LL _ W 1/4°MAX. 0)W 3 0 SHIMS W o o z U 3 W I F Z_ O o* tL o.42 II II O I 'I I I V. a: I• I• .I .I v.. O II II0 co E> C) C7 M I' I' J LL . .o O 'Co Z 1/4"0 ELCO ULTRACON Q 3: W WITH 1-3/4"MIN.EMB, R' z � O 2-1/2"MIN.CONCRETE ° W — E.D.,WITH SPACING AT 1_ Z 10-5/8°O.C.&3-1/2" W O co FROM ENDS AND 1/4"0 ELCO ULTRACONon CLUSTERS OF(4)AT WITH 1-3/4"MIN.EMB, J MEETING STYLES WITH EXTERIOR 2-1/2"MIN.CONCRETE a p U U cn 3"SPACING E.D.,WITH SPACING AT C O 11"O.C.&5"FROM ENDS O .L � � U v y N (n d Z d da 0 N O • •� -'d4 a 4 d Approved � � C Q d d $ ° Porida�lding complying vsbS-0e Engr. OS CYn� OUFFRONT ! �• a o ° � !��t♦J F PE 2462 � WDA N AN. 8 01 on a a� 1�➢ a1d its c $ pl LU v v DETAILS --'I drawing no. SCALE:6"=1'-0° AUGI �i.1 8 d5AFC15-1011 ISSUED FOR PERMIT 11 SHEET 4 of±j Z I- Z- 0 Z 30 Q c �� w O0 • • W In W a • a e ° ¢ • • • 01Z0000•• s D o o ° eo 00009• • p Q Nl •• •••i•• •a 00 T Oa � .04 V ca co (D • '00000.00' 0 • 0 3 ad`oV0 1/4'0 ELCO ULTRACON Vl O o • + + WITH 1-3/4"MIN.EMB,• •••• • W •6 • • uj 2-1/2"MIN.CONCRETE••'••' •Y.f Z_ IpE D,WITH SPACING AT -•b� • + O 12°O.C.8 FROM ENDS••Ir-Il III IF-ill • •a •...I a N Q I j ,• 1/4"0 ELCO ULTRACON • • Z Q 1/4"OJ ELCO ULTRACON WITH 1-3/4"MIN.EMB, 0 • • W rl M"•I�• 2-1/2"MIN.CONCRETE WITH 1-3/4"MIN.EMB, ' ' • E.D.,WITH SPACING AT • • • 2-1/2"MIN.CONCRETE 1/4"MAX' 12"O.C.&6"FROM ENDS H 1/4"MM ••• ' s • E.D.,WITH SPACING AT SHIM SHIM E 12"O.C.&5"FROM END AND CLUSTERS OF(4) AT MEETING STYLES WITH 3"SPACING d ACTIVE LEAF v 0° Go a m Q (h LL v WU� w Lu WWF 0z / �a _ = oa a. a O�� W J EI p °c O ,o U W I I XTERIOR o co • � o M ' JQQ M D.L.O. Z IJi Otnz LEAF WIDTH Q W z O D HQ C7 SINGLE DOOR FRAME WIDTH W - ch I c'� a F 1/4"0 ELCO ULTRACON O WITH MIN. MIN.EMB, O I I 2-1/2"MIN.CONCRETE E.D.,WITH SPACING AT 12"O.C.&5"FROM ENDS v AND CLUSTERS OF(4) ti AT MEETING STYLES N WITH W SPACING z r Z + + fro, O o N a. p v c• Enyr. 0 Y. Oi1FFPONT n 4• D a. a .. Approved $-j cora�pWag wigh tn". CIVIL ; o ¢�a�$ggC AN l FLA E 72462 p� _ 05 CxN. . 38 OD m rola o o r v •o drawing no. DETAILS AUG I. AFC15-1011 SCALE:6'=I'-O" ISSUED FOR PERMIT ISHEET 5 of 6 " r Z Z_ '4 e a v *4-e a n. '..v a .. W 4 e' a'. d e a Q a. in NOA#14-0529.16 W 00 MULLION UNDER • •O W N Q SEPARATE PACKET Ial • •••• • •� W 't • #14 SMS WITH 3 THREAD ••0:06 • •(� D >0 94- + MIN PENETRATION,3/4" O Q Vi O• CASEMENT WINDOW MIN.E.D.,WITH SPACING •••••• • a IL M1 �•�• O = UNDER SEPARATE d • �ro SCOPE AT 12.O.C.&6"FROM •••••• • •*Q G A4� ENDS Ir30R wa do •••••• LL Z_ O •:::5�• M 1/4"0 ELCO ULTRACON :••s•s • ...1 0 sQ J WITH 1-3/4-MIN.EMB, • • •• •� W T'I 2 L 2-1/2"MIN.CONCRETE • • E.D.,WITH SPACING AT • • • • •• .I 12"O.C.&6-FROM ENDS •• • •• �•s • #14 SMS WITH 3 THREAD • • MIN PENETRATION,3/4" MIN.E.D.,WITH SPACING .I AT 10-5/8"O.C.&3-112" FROM ENDS AND CLUSTERS OF(4)AT MEETING STYLES WITH 3"SPACING NOA#14-0529.16 0 MULLION UNDER SEPARATE PACKET d M Q M NOA#14-0529.16 U J MULLION UNDER 0 1/4"MAX LL SEPARATEPACKET O Uj �y W —W _ F+1 SHIMS O W o O S n O W F W O Q'+ Z 3 W L O WRQ 0 0 z 0.4 + d Ove a+ W � � a + o.• a #14 SMS WITH 3 THREAD p II II MIN PENETRATION,3/4" U W I MIN.E.D.,WITH SPACING 13 :I AT 12"O.C.&6"FROM =O .p ENDS 0 to M .I •I V W I � to � U. M I 2 • V Ot'nZ cn Za~0 W a W - Q 1/4"0 ELCO ULTRACON Z — Z WITH 1-3/4"MIN.EMB, v IL cn c) 2-1/2"MIN.CONCRETE J M Q E.D.,WITH SPACING AT a U U ch 1/4"0 ELCO ULTRACON 12"O.C.&6"FROM ENDS 77- C WITH 1-3/4"MIN.EMB, O 2-1/2-MIN.CONCRETE E.D.,WITH SPACING AT 12"O.C.&6"FROM ENDS O N --- N J °a co0 d 77 de a Engr: 0 Y.PE "UFFRvNT LO v ° a. �ppr®ded�a compbA� a am DSS Florl �Id�� n^ AN. 38 PE 6� 1 � a .d lJ-✓ a Wo va v A a d �•� � ��4 � m o ; Y a �� drawing no. DETAILS AllG 1 4 r AFC15-1011 SCAM:6"=V-0" ISSUED FOR PERMIT SHEET 6 of s t Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10& 2010 FBC. 77 NC 102- � � � Design end Pressures(PSF) • [/ Trib.Area(ft 2} Zone 4 Zone 5 10 +40.1 -43.5 +40.1 -53.6 72X,00 3� X L-.7 44� Bed_1d,1 Master BugSV pdo; NOA:12-0402.03 3 3 ed-1 aster Bed: q NOA:14-0317.01 NOA:13-0206�07 FNOA:14-0317.01 sj I .... c� ��� jLSj • • . . 1 .... ...... NOA:14-0317.01 • f!Not incled •• _ ( • •• ••• • 0000•• •• 7X • 0000 • I •• • • •• 0000• 1 y 383/ Family Room NOA:?4-Q31T01 �•••�• 0.00• 8 Bathroom 1 317.'039'44-0529.16 NOA:14-0317.02 ��x.�� 4F0 •••••• 2 • ...... • . . 0000•. ' Family Room 313/4"980 1 t2" .0 ;•; NOA:12-0402.03 •• • I x 30 l Kitchen 6 NOA:13-0206.07NOA:14-0317.01 ' 'Fam ly Room` Z"14-0317.03114-0529.16 I ' f 9 X Z(�Laundry Office Bak o NOA:140317.02 NOA:14-0317.01 Office Side NOA:14-0317.01 �v NOA:13-0206.07/14-0317.03/14-0529.1$ e� .y syxt,.a T. •$ s" Living Room ce BE, O •740317 r y� r cont :14-0317.01 X3 ® Garage '� � NOA.14-0317.01 1 J U L 2 4015 V ,JUN 2 2 2015 t T 6/YI12015 74.208.64.253/afeerg/admirdprintOrder.aspx71D=783 SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROO Q: CORPORATION 1235 S.W.87th.Avenue I Miami,FL 33174 T.305.264.8100 F.305.262.6978 1 www.afceng.com I alfarcoq@afceng.com Project Number: 13908-783 Date Requested: 6/22/2015 10:35:19 AM Client: Jeff Lozama Mailing Address: Jeff Lozama CMS Intemtional Group,Corp CMS Intemtionaltfr8up,Corp 3333 NW 168 St 3333 N1W*168 St so**:* Miami, FL 33056 Miaff, FL•33051;*% '. ...... .. ...... Project Address: 479 NE 102 St Miami Shores FL 33138 Job Name: COP'E•RESIDENCe �..... .... . .. ..... Project Information Wind Load Analysis for components and cladding wb.:.. impact protection as per sWtiftltion o>tASC'!7-10&..... Wind Speed 175 mph 2010 FBC. ...... •0 . • . . •••... Risk Category 2 ;••••• . Building Classification Enclosed Design WindPr"res(g6F�•• t• t Exposure Category C Trib.Area(ft z) Zone 4 80 Zone 5 Roof Type Sloped 10 +40.1 .43.5 +40.1 1 -53.6 Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 0.85 Velocity Pressure Coefficient(Kz) 0.85 Topographical Factor(Kzt) 1.00 Valid Only with En eer's Seal Velocity Pressure(Qh) 56.6 psf Velocity Pressure(Qz) 56.6 psf Gcp Zone 4 +1.00,-1.10 � b Gcp Zone 5 +1.00,-1.40 w..f Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. ©2015,Copyright AI-Farooq Corporation CAN (EB)#3538 httpJl14.208.64.253/akeng/admintprintOrder.aspx71D=783 1/1 Department of Permitting,Environment,and Regulatory Affairs MlAM!•DADE Board and Code Administration Division Product Control Section 11805 S.W.26 Street• Room 208 Miami, Florida 33175-2474 T(786) 315-2590 F(786) 315-2599 miamidade.gov/building July 23, 2016 Mr. Federico Ogly Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 Reference: ------- File Number ; Description ! Current NOA 15-0603.13 ; Series 600 Aluminum Outswing French Door- LMI _ 12-0402.03 --- - 15-0603.14 ! Series 400 Aluminum Window Wall System With Window Insert- SMI 1 12-0801.03 15-0612.04 ; Series 700 Aluminum Sliding Glass Door w/ Reinforcements- SMl j 13-1217.23 I 15-0612.05 ; Series 700 Aluminum Sliding Glass Door w/ Reinforcements- LMI 13-0912.02 15-0715.10 Series "Eco i -Guard 300"Aluminum Fixed Window-L.M.I. 1. 14-0.317.03 - —_ :_Not Assigned Yet ; Series "Eco-Guard 200"Aluminum Horizontal Rolling Window- L.M.L.1. 14-0317.0 Dear Mr. Ogly: We are in receipt of your above mentioned applications to Renew and Revise your NOAs. The files are. currently assigned for Technical Review, with exception of the revision for 14-0317.01 which will be logged into our system shortly. Should our office be of further assistance, please do not hesitate to contact our office at (786 .115-2590 . . sees sees.. Yours very truly, •••• ••• .• Product Control Section ...:.. • sees .. sees.. sees 0 66 sees. �-� 60.66. 0 J sus D. Gu�e�rre e� . sees sees .... . Product Control Specialist 0 s• ; e • e ee e e .. .. 009000 6 • • . sees.. Encl: 00 0 f t 7 M IAM I•DADE hIIAMI DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SIV 26 Street,Room 208 BOARD AND CODE ADIMMTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovleconomX 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 C briN RER - Product Control Section to be used in Miami Dade County and other areas wheib alldwed by fff4?AuthoriV Having Jurisdiction(AHJ). " ' '0 : This NOA shall not be valid after the expiration date stated below.The Miami-Dj4. o*tnty Prodyct Contrgi 0 Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade,.Cplmty)rgprve the rigpt.••: to have this product or material tested for quality assurance purposes. If this 1 w&wt or mate'riOfails ta... perform in the accepted manner,the manufacturer will incur the expense of suck to sting and-theHJ map ••• immediately revoke,modify, or suspend the use of such product or material within their jurisJrction. RER--:- reserves ER••;-reserves the right to revoke this acceptance, if it is determined by Miami-Da(V'Q tty ProdLkt Control .. Section that this product or material fails to meet the requirements of the applicable building cc3d6.:. ."". This product is approved as described herein, and has been designed to comply wi4fi fhe Florida Buildiro.•. Code,including the High Velocity Hurricane Zone. . • .. . DESCRIPTION:Series 11E co-Guard 300"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: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 Alunad,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the.manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be,-provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#13-0206.05 and consists of this page 1 and evidence pages E-i and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Jg0XNo.'_1 4-031 T.03) rm_��DADECOUMTYp afiOn_Dee: ine47;'20I9 Approval Date: April 10,2014 Page 1 f i Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#13-0206,05) .... . . B. TESTS 000 0::008 •'• 660..6 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94...•. '.: ••••:• 2)Uniform Static Air Pressure Test,Loading-pe;£SBC TAS 202-94 ;� 3)Water Resistance Test,per FBC,TAS 202x92• :'. '• ' along with installation diagram of a 971/4"wide x 96 1/8" hjE Nep-Guard sgories 30;0;;0 .• aluminum double fixed window,prepared by Hurricane Enginetrieg&Te'stMg1ne.,...... Test Report No.HETI-08-2192A, dated 01/15/09,signed angled by Candido F. • Font,P.E. (Submitted under NOA#09-0413.08) ' ' ' ' """ 0000.. 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS kolwof ' ;••••; 2)Cyclic Wind Pressure Loading per FBC,TAS 203-940..* along with installation diagram of a 971/4"wide x 961/8" high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192B, dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09, signed and sealed by Candido F.Font,P.E. (Subtititted uttderNOA#09-0413.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08 2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Stibitiitted ttttderNOA#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 01/15/09,signed and sealed andido F.Font,P.E. (Stibitiitted under NOA#09-0413.08) Manuel Ppmrt.E. Product Controlner NOA No.1-417.03 Expiration Date: June 17,2019 Approval Date: April 10,2014 •E-1 f ' Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(comm=) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2195A,dated 01/15/09,signed and sealed by CandiV rf,Font 069# • ••_•• ' P.E. (Submitted udder NOA#09-0413.08) 66 6 of** 000.69 .. 0000% C. CALCULATIONS •••••• 6 6 6; 1. Anchor verification calculations and structural analysis,compt}IV&withFBC4010,' ' dated 01/27/12,prepared b Al-Faroo Corporation,signed 0 �6 led bj Javad ••:0 6- 1 Y 9 �giro Y ..6 0 Ahmad P.E. 6 •••••• 0000 0000.. (Subsnitted under previous NOA#12-0223.25) •••••• •6 2. Glazing complies with ASTM E1300-040000% 0000.. . . 666666 .. D. QUALITY ASSURANCE 00 000 6.• 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVR Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,dated January 17,2014, 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 underprevious NOA#12-0223.25) G. OTHER I. 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 05/02/13 and expiring on 06/17/14. Manue Pere Product Control E ami er NOA No.14- A3 Expiration Date: June 17,2019 Approval Date: April 10,2014 E-2 . . ... . . . ... • 1.809 3 • . • • . . %TNDOW WU)TH •• ••• • • • FATE MURRNS . —f •709 (SURFACE OP�NAL D.X.OPO. O aia 875 A i a{ Too _.3. 2.511 • • •• ..• •. � � °� —L •092 • • • • • • • • Q FLUSH FRAM9 O • i �•• •• •• p, 2.750— a 750 • • • • • • • • • a �1 FRAME IAD/S91/JAbI6 8 --u 9 ua3 .750 81�3 ew u it It s . It .050lit J ., ® GLAZING BEAD jj ii 3 U .575 II I � 10 Is OS ANCHOR COVER O mo F1�1D/SILL KAADISR.L z SERs o TYPICAL ET_EVATION ECO—GUARD SERIES-300 .ALUMINUM F=J) VINDdI4' DESIGN LOAD.RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. GLASS Dg .M DIMS, APPROVAL APPLIES TO SINGLE UNITS OR SIDE'BY SIDE D.L.O. HEIGHT WINDOW HEIGHT' - 3.625° o o o O.LO.MOTH m WINDOW WIDTH - 3.825" 8 COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DAOE COUNTY APPROVED MULLIONS IN BETWEEN. �OD�U�GyITngg LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL l3oWlsgCode 0� WILL APPLY TO ENTIRE SYSTEM. AccWanco Pro-A-.031[17./1J m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Bc Irotloa Datt (� "S u REQUIREMENTS OF THE FLORIDA BUILOINO CODE INCLUDING HIGH VELOCITY By HURRICANE ZONE(HVHZ). hill mi IAdcpPodadcoe1 WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER Q LOADS TO THE STRUCTURE. PRODUCT•RRV=D THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE DdPACT. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETERS,ANCHORS C BccdingC gmQ,dgplarlda .L EMBEDMENT 10 BASE MATERUU SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. F(ti PE' 70592 Building o No ANCHORING OR LOACM CONDITIONS ROT SHOWN IN THESE DETAILS ARE • emp A rabanbwo NOT PART OF THIS APPRWAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ••( 0 p c drovAog no. CCOMMEE'AINTOINCONTAACT WITHUDING OOTTHTER LIMITED TO SHSAALLLWMEET THE J� 9 3 2013' W09--20 REOWREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.6.4. sheet W Of .• .. . . . .. .. . • • • • • • • • • • i • • • • DEB • •• •• • ION LOAD CAPACITY-PIP DESIGN IAM CAPACITY-PM �0I 3/18"Aft(M.AM • •• 5/10'}TEAT ST*N D.MASS� ••: WINDOW DD19. CLASS TYPE'C ' CLASS TYPE'D' WINDOW DDM GLASS TYPE'C' GLASS TYPE'D' • 1� WIDTH MUMTH(L) EXT.(+) 1NL(-) EXT.(+) 1NT.(-) WIDTH(W) VXM(L) EXT-(+) TNTC-) EXT.(+) INT.(-) .090•INTERLAYER • • •221"4•Itk AYER 000 • 24• 78.0 80.0 80.0 00.0 28-1/2• 78.0 80.0 80.0 C&O o � ''.... EUTACITE PVD BY'OUPONT' SENTRY"BY'M)PONT,' 3D• 7&0 80.0 90.0 90.0 37' 78.0 80.0 80.0 90.0 3/18^ANN.CLASS 3/18'HIAT 51REN'V.CLASS 38° 78.0 BOA 30.090.0 f3�3-1/a_J _78.0 eat 80.0 SOLO r ••• t t t• ••• • • 42• �. 76.0 80.0 804 00.0 74' 78A -1-RO solo 90.0 g SIUCOMEis • • 9 • 48• 78.0 80.0 80.0 MOM. 28-1/2" 78.0 80.0 80,0 00.0DOW CORNING 899 i • • MNG 81x9• GE SCS 2000 • • • • 1 2000 • S4' 78,0 >M.o 80.0 37" 75.0 �4 80.0 90.0 p 38-3f8" • • ••• •• �' 76.0 80.0 80.0 53-1/8" 7&0 80.0 80.0 00.0 8 y$� yg� ! I 66' 78.0 80.0 80.0 74' 78.0 800 80.0 00.0 F5 4 q t� 8 \Ly 4 8 7g• 78A 80.0 80.0 28-1/2• 78A 80.0 80.0 MA Q K Q a a F:I W •I ,I 24" 78.0 80.0 80.0 37' -8�. 78.0 BOA 85.0 qA pG ti !I Ij8 I II jj II 30" 78.0 80.0 80.0 83-1/8• 71.3 76.0 80A 90.0 38' 78.0 80.0 86.0 00.0 74" 71.5 73.1 $OA 90.0 Q 8 3 42• M. 78.0 80.0 80.0 90.0 28-1/2• no 80.0 80A 90.0 48• MG 80.0 80.0 90.0 37" 83° 75.0 80.0 60.0 90.0 T:37 S is x 1-114"sMs IS X 1-114•SMS 84• 78.0 BOA 804 90.0 53-1/8" 879 72.8 85.0 90.0 AT 3-142 FROM ENDS AT 3-1 2 FROM ENDS �• 75,0 80.0 80.0 too.0 28-1/2• 75A 80.0 90.0 90.0 AND 10 O.C.MAX. No 10 O.C.MAX. 88• 7&0 80.0 80.0 37• 76' 7&0 80.0 80.0 Sao U GLASS TTM 'C' GLASS TYPS 'D' 72• 78.0 76.8 80.0 S3-1/8' 07.9 604 90.0 90.0 GLAZING OPTIONS 24" MO BOA 80.0 30" 740 Boo a04 38' 75.0 80.0 80.0 42' �. 78.0 80.0 80.0 48• 76.0 80.0 80.0 85.0 54' 88.8 71.3 60.0 904 g0• 60.2 84.2 80.0 90.0 L 10:O I 85• 60.2 84.2 80.0 Sao % Z^' SWNDOV�! ,P90TH WINDOW WIDTH W.WIDTH 72• 76.0 84.2 SMO 90.0 ifF" .lII a4• 760 90.0 80.0 80.0 ?S 30• MO .80.0 90.0 90.o g W14 O'r'4 I I (111�1 I • MO Bolo BOA 90.o w111, 42' 72• 75.0 80.0 80.0 90.0 i , I48' MO 7&8 80.0 00.0 I 68.8 71.3 8oA 904 VERTICALLY OR N AM Poz0�LYY AS�W A80 OM �+ L_ __I 80• 60.2 84.2 50.0 90.0 24• 78A 80.0 80.0 20.0 SWN WINDOW WIDTH WINDOW '30" 7&0 80.0 80.0 90.0 c II- IIoDUC�rR�au�v,�yP 38' 78.0 80.0 80.0 80.0 Sae881p171agwltD the Ptort&c e B 8a° Behllag Code e '- 42' 7a0 70.0 80.0 90.0 Attcpteacc No !.01; $ I 48• 85.6 8&8 80.0 00.0 Bspire000 Date ] F I 1 % Be 84.3 64.3 00.0 90.0 X ' 24• 75.0 80.0 80.0 9a0 D(11eat Dade Peodad Co y a {h ^ L 5Wo So• 75A sao Bo.9 90.0L i 38° o8' 75.0 762 80.0 90.0NOTE: . . b S 42' 64.6 64.6 80.0 00.0 GLASS CAPACTTIES ON THIS SHEET ARE g<m WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 45• 89.9 59A 80.0 90A BASED ON ASTM E1300-04 (3 SEC. GUSTS). O _ zs• 784 Sao 80.0 90A g q 30' 78A 80.0 80.0 90.0 Erpr..JAYA AxuAo PRODUC'C RSV180p .'13 I I 3s• 108• 74.8 74S 80.0 90.0 nA.ae 70892 gapwas Mlb 14eFldalda I I 42• 81.5 51.5 80.0 90.0 GAIL Accepttut00NoV i L -t 24' 78.0 60.0 80.0 90.0Y •IIOQ30' 120• 78.0 80.0 80.0 95.0 ' Wfemt PrtlIOWIng no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE tM SIMRM CAN 36' 74A 74S 804 90.0 W09^20 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WIT-SQUARE OR RECTANGLE AS SHOWN N DOTTED LINES ANO OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. aha01'Zof • • ••• • • • ••• •• •• • • • % •• • • • • • • • • • • • • • ••• • • • • ••• 16Y AN • • •• •• • WOOD am 7gyQr�E O TYPICAL ANCHORS vR SUCK • • �,� • ••. SEE E.E.FOR SPACUtG p I :...••;!• �- • • WOODS OR 4 e •v• 4-q • i, .• • • • • • LOM-RADE COMTY APPROVED 4 °• a °"•°d a ° °•, • ••• ••• •• MULLION&MULLION ANCHORS •°• =a g. °, °. a° .,. e••' SEE SEPARATE NOA z `tel� •• • •• —'• i4 �pp Ii •• L• • • • ••• • 'y v X r LV 2TYPIli it 3 O >n RS TYPICAL ANCHORS SEE El".FOR SP GING SEE M.FOR SPACING ! i! TYPICAL ANCHORS: SEE ELEV.FOR SPACING !! :I WOOD BUCKS AND METAL STRUCTURE NOT BY ECOWOW. '!'! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM /4" DIA. 7APCON BY 'ITW' (Fus120 xd,Fy=92 RSI) !i�! AND TRANSFER THEM TO THE BUILDING STRUCTURE. i•IJ INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD ! i1 THRU IGY SUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY t ! �! DIRECTLY INTO CONC. OR MASONRY " 6 p i! 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREWS (ORAD£B CRS) a i :i INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) ALUMINUM 1/8" THK. MIN. (6063-TB MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �i 014 SMS OR SELF_DRILLING,SCREWS (GRADE 2 CRS) " i. i. it :1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. .090") (NO SHIM SPACE) ti TYPICAL EDGE DISTANCE Ito 11�I INTO'CONCRETE AND MASONRY = 2-1/2" MIN. i• INTO WOOD STRUCTURE d 1" MIN. :1 INTO METAL STRUCTURE n 3/4"MIN. it!i it it CONCRETE i'o - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK I'm = 1900 PSI MW. t,1 2 11!1 ii if a SEALANT: o _ ALL JOINTS AND FRAME CONNECTIONS SEALED PATH o$m= JOINT SEALER. 1 I -0-,uvW PRODUOT•RRVISW N ° y• ae a :T1tODUCTttgV FIA /70582 ea°DDotplY+aSmlhHwFfodda +� `. `• e.a °• 1 4s me CAN. ActcPUwooNO $ �` 'mss'' �'• ,~ ,° -y r° , rP ACClpta6Cp Na a Irotba Date 14- $ b •:J.1 ,~ .•P,• a••4 •\�°.e ••P..•d. •P• •• s• '••°P• :r• ExltsNonDA /r •p - I I ' :: •g. •� I • . iI p •� oProdaNCoa drawing o. ANCHORSCAL v TYPICAL wvaoas se UPAW -G0ELSFORSPACING w6w aa FOR SAMO I sheat 3 of 5 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... rpm 0 PARy I VHQIL DESCRIPTION MATERIAL NANF./SDPP1JBtt/RBMARK0 • • • • • • •• •• • • • • • • • • • •• 1 FY301 2 FRAME NW/Ml../VAhO 8083-TB - • • • • • • �� 8 ay 1 2 FY3O2 AR READ. 01A-M BEAD-7 la'MASS 8083-TB '•' • ••• ••• •• / Z 3 FY303 AS READ. ANCHOR COYER 8083-T8 - � 8 r 4 E203 AS REOD. MAM BEAD BULB NEOPRENE ULTRAFAS -3 _�•FI.B-SO 1 CLASS SPAM- 1/a'RGH SDICONE FRANK LOWE / _ 6 ®io x T• a FRAIdE ASSQ,IBLY SCREWS CRS PH SMS • • ' ' R f 7 tY120 - am FRAME ADAPTER 8083-T8 OPTIONAL ��' •• :• • • �. a Q�CaQB logals a �R�O UMM�ON RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS SEE SEPARATE NGA TYPICAL ANCHORS S££ELEV.FOR SPACING S CORNRS DRTA[L3 - Z�5! TYPICAL ANCHORS SEE EL£Y.FOR SPACING , WEi001Y WIDTH Wufooty WIDTH i/a•IdAlf. got 0 • BtaM � 1/4•MAX. p�q� 1/4°MAX. © SHUts �ANCF{ORS T14NCAL ARCHORS C �` Sm FOR slacwo SEE MV AEM ills � 7 dROGUCTRENEW"�ZFOR iF �$ ae eAaplyingwith the Florm p•o - Bawl ng Coda �I o., AccapteacaNa �•. i . S• R METH. Ezpirattoa DAto _ •- STRUCTiATE Zi :�•.•a•=ter• •—�=:—•----•--_--.:=_-- ------ ._._._._.__._._._._�•_:. _ WOOD ____.._.._.-..-._»-:=: .._.____.._:._...:..•.:_.:.-.:._:..-.-_:._:.__._:_» 8 p •v V1000 - Ergn JAYAD N PRODUCPRmsm rb FLA.-PE PCMpL) w canplying with the Florida �+ 3b�M Bagding Code 1 2 EXTERIOR •.••.a, F• say I By rntien6Jta !.¢ D.L.OPO. N1iam ado Prothrcl dmWing no. � �5 Z01� W09-20 MDOW WIDTH nfheel�Of $ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • .e. •• •PETAL . . . . . . • • • .• �U STauctE • • • TYPICAL ANCHORS TYPICAL ANCHORS lANLG^DAD �,(� N �AppR�yEp • • • • i s °•° ," SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING LNLLION&fdGLL10N'MICHORS •• ••• ••• • .. -I SEE SEPARATE NOA O • • • •• ••• •• a J • • • •• • • O \ \ I • • • • ••• •• o t il ALT. a SEE ELETMVFORFo ANPXINRSG U � 0 80 Ile MAX Vi 3 SHM ALT. �3 y 8w;:a TYPICAL ANCHORS • SEE ELEV.FOR SPACING < „•1 Wg$Wg3 �d 00 .< •. ' -MODUCT MEWED 12 sill 11 •'°- - oeaKeplying pith the FIIp 9uldingCode L7 `�P'• ��Ien�DLle qr� '�g` �•�' ALT, Dy 41 P 1yil�S�Is(C� c S b74 a PfodptEGoi I a . INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Enda ,f c ppr�CIVIL OSg PRODUCTRUVL48b •' FIA. . as mmglying,riaillaPc««we YAl9 a [on Date v •• v•••° I df*wi no. 71'PICAL ANCHORS � age Ptoducl O9 SEE ELEV.FOR SPAM W09--20 sheet 3 0( $ MIAM��ADE a MIAMI-DADE COUNTY N DEPARTMENT OF PERMITTING,ENVIRONMENTPRODUCT CONTROL SECTION ,AND REGULATORY 11905 SW Street,Room 209 ON AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.Lniamidade.wv/i)ern/ ECO Windows Systems,LLC 9114 N.W. 106th Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to 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.I. APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. NIISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090"DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. .•• LABELING:Each unit shall bear a permanent label with the manufacturer's name oral d,ti state'and •••• q8 ty, . .d se and following statement: "Miami-Dade County Product Control Approved",noted here"6 0 6 •• 0000% RENEWAL of this NOA shall be considered after a renewal application has been filetldrfd there has Preen no �•••• change in the applicable building code negatively affecting the performance of this proq *• ; • '• TERMINATION of this NOA will occur after the expiration date or if there has beenA tavision or ch"Se in the'•0 materials,use,and/or manufacture of the product or process. Misuse of this NOA as an a da semeiit of any *060:9 product,for sales,advertising or any other purposes shall automatically terminate this 1' EWfailure to comply with any section of this NOA shall be cause for termination and removal of NOA. :60696 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and owed;;;0• the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,•thdh 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 i and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. ,NOA iia 12-04f12.113-, MtAMtMDE cot�rnr lZ piration Date.A dy 19,2017 Approval Date: July 19,2012 "1`��� Page 1 t ECO Windows Systems,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9,prepared by AL Farooq Corporation,dated 02113/12 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 Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-33571 HETI-12-3358,HETI-124003,HETI-124003 and HETI-124027dated 03/16-26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). 0090 E. MATERIAL CERTIFICATIONS 0000 0 ....:. I. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNmofirs&rZ s rvic.foj,•;; their`Butaeite®PVB interlayer",expiring on 12/11/16. 0': 2. Notice of Acceptance No. 11-0325.05 for"Sallex clear&color tat yer"issued to • Solutia Inc.,expiring on 05/21/16. 9 0000 .. ••�••� 3. XL Edge seal System 201 SS spacer by Cardinal IG. 994666 99'99' �..... 0000.. F. STATEMENTS • 1. Statement letter of conformance and letter of no financial inter est:pre�'ared �Faro . Corporation,dated 03/30/12,signed and sealed by Javad Ahmad,•r,E. • '0909 2. Addendum letter dazed June 29,2012,issued b Hurricane Engineeringg&T'• •0 • y eating;Inc., signed and seated 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. Ishaq L Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 E-1 Approval Date: July 19,2012 . . ... . . . ... .. .. . . . .. .• . i/B'HEAT STRENTI!GLASS•• • • 3 18' • ••• �u • • • • • •• � iNiAT 5111iEr1T).GLASS WT�RT N BUTACITE 14'DI::.l •• i WTE F BY-DUPONT- Z 1/8'HEAT STREN'D.BASS 3/18'HEAT STREN'D,GLASS F' IN k� SILICONE L'� SUCONE . tit DOW COW Q99• � $ •• • DOW CORNING 899 28 • • • • • • • �r m14e` s•• i i •i • • • I \ O 34 <� iE92i6 SMNC BLOCKS AT LAY.GLASS REDD.FOR WIDTHS EXCEEDING 38'ONLY. g NEARBLOCKS OC ND BEAD LEO TO ye31 GIAt' GLASS TYPE 'G2' 1/8'TEMP,GLASS 5/18'AIR SPACE fn 1/8'HEAT STREWD.CLASS 81 090•INTERLAYERi SAFLEX 11113 8Y'SOLUTIA' 1/8'HEAT siiTQ•I'D.GLASS �M SILICONE 99Z DOW CORNING 899 282 'm MSUCONE V 18 mj Wmj35 � 1 SERIES 800 i\ 'I ALUMINUM OUTSMIG ENTRANCE DOOR \ / SETMdG BLOCKS AT IN5U4 LAM.mA55 SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. _ NOTCH GLAZING BEAD LEO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. o LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL CLASS TYPE '03' APPLY TO ENTIRE SYSTEM. wIr ep DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED, I L THIS PRODUCT HAS BEEN DESIGNED AND TESTED COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CSE INCLCL UDING HIGH VELOCITY HURRICANE ZONE(HVH4 ua ABY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. Dir %VAD AHdAD A ° EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT Cfvp REQUIRED. FL0.P2 L ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ••�30 059 NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT drawing no. REQUIREMENTCOME INTO SNOFCT WITH THE FLORIDA�BM CCOODDE SECTIONALS 2003.8�4 MEET THE 982 2 12-08 sheet 1 of 9 . . ... . . . ... .• .. • % • • .' • • ••• 30 3/4"MAX 78' WAX • • •• • • • • • •• FRAM:WIDTH FRAME WIDTH • • • • �y HEAD&SiLL•ANARS *00 ••• ••• • [ATSTtUE ENDS O 12" $ (4)AT 3"O.C. Hf WIC A 9 LL HEAD/SILL Nj i i ••• i•• 000•• ••• CA s•L MERs • • • • • • s• • . , . . . • a ,. . • • . .•• •• LL C 'I Loac oPnols LOCK OPTIONS m===et----- SEE SHEET 7 ~ f IY/ SEEi'�EET \ _ d .11ol __LL-___ \----n----- - g 8 �i \\ g i�\\ // �rr Ma �a 00 e� ACTIVE INACTIVE ' ACTIVE g Z�•; SURFACE APPLIED FA7. MN TWS OAPPLIR 28 18/18" 28 19/18' W FALSE ATIVCMUNTINS OR 28 19/18" DEC�tATNE GRILL D.L OPO. D.L DECOtAnVE DILL D.L OFKi. � MAY BE U9E0 MAY BE USED NOTE: 37* 3r MAX. EGRESS REQUIREMENTS TO BE RENEWED LEAF MAX LEAF WIDTH BY BUILDING OFFICIAL. (x) (xx) G� DOORS LOAD CAPACITY - PSF DOORS TOAD CAPACITY - PSP SINGLE DOOM (X) DOUBLE (XX) NOTE: DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED CLASS GLASS CAPACITIES ON THIS SHEET ARE FRAME BASED ON ASTM E1300-04 (3 SEC. GUSTS) WIDTH WIDTH HEIOFR EXT.(+) INT.(-) FRAME Ltrv' FRAME EXT.(+) INT.(-) AND FLORIDA BUILDING COMMISSION W76* x37 HEIGHT DECLARATORY STATEMENT DCA05-DEC-219 38-9/4' J7' 88" 70.0 79.0 78' 37" B8' 70.0 79.0 d GD.L.O. DIMS. Y D.LO.LASS HEIGHT = FRAME HEIGHT - 11.125" ' "' o D.L.O. WIDTH (X DOORS) - FRAME WIDTH - 12.813" FLA PCE 7•Sg2 g D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 22.125")/2 CAA. � 8 drawing no. JUN 282012 W 12-08 sheat 2 of 9 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • •• DESIGN LOAD D O - P8 • • • • • 0• • •• •• �� SIOAITES BREI SINGLE 0RR DOUBLE E LBAf OARS (�N=SMW) • • • • FRAM!VADTH �{ FRAMseaE 5100J7E • • • • • HE90 SILL INf]iORS SI FRAME FRAME 1lITd011T BITFI • • ••• ••• AT ENDS N WmN HEIGHT BMNFDRMG REINFORCING CLUSTER (4)AT 3"O.C. Z $ IMMINCHES EIfL(4 INf.(-) E%L(+) NT.-) 12" (4)ANCHORS p 24 70A 78A 70.0 78A 3" AT HEAD/S'U. 12" 75.0 75.0 3D r MAX TYP. . . . .. ... MAKF 70A 740 HEAD/SILL F • • • • • HEAD �I 39 82 70A 78.0 70.0 78.0 CORNERS • •r.� •• !!ILL 4 37T • • • • I4+ st 70.0 78.0 ao 75.0 42 1.7 � 9 88.1 81.7 88.1 • .• • d • 8 a 24 70.0 780 70.0 75.0 30 70.0 78.0 70,0 78.0 35 88 70.0 75.0 70.0 78.0 Q,Q 37 70.0 75.0 70.0 75.0 it HI f °b p a7 �G 42 81.7 88J 81.7 88.1 24 70.0 75.0 mo 75A /I s2 99.8 694 70A 78.0 ) //ii E I I \\ 7FI, 9 � 36 84.1 84.1 70.0 76A H _ it ii j \ y1 37 83.3 83.3 70.0 76.0 24 83.3 83.3 70.0 75.030 28 874 57.6 70A 76.0 38 83.1 53.1 70.0 75.0 ---IL-==== 12 37 82.4 824 70A REINFORCING SEE CHART L BEET II I G , Lz INAC NE ACTIVE gg • SIDELITE WIDTHDOOR FRAME TINS SURFACE APPLIED O /4" 28 11 IV 28 19/18' W m FALSE MUNTNS 32 3 DECORATIVE GRILL D.L on D.L GPC. MAY BE USED D.L.OPO '� 3r NOTE: SIDEUTE FRAME WIDTH YADTH FOR DOORS CAPACITIES SEE SHEET 2, MAX. 78"MAIL FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT OWSLE DOM FRAME WIDTH LOWER VALUES FROM DOOR OR SIDELITE CHART c WILL APPLY TO ENTIRE SYSTEM. (OXXO) y llOH10 Ams �dk D.LO. HEIGHT(SIDEUTE) = FRAME HEIGHT - 11.000" Bf �7 M D.LO. WIDTH (SIDEUTE) FRAME WIDTH - 4.438` Engn JA AHMAD ^ 072 S k NOTE: 8 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 DEC-219 JUN �82Ut2 Wl2-08 ahaet 3 of 9 . . ... . . . ... .. .. . . . .. .. . / I THRCHORS OW BOLT :OLiE 5T. TYPICAL �Af TI ,', EDGE DIST'. 16Y 0 BUCK •• ••• 7i'�W�Vti� •• • u QQQ PENETRATION • • &cTdk • • •• ' "e;••� °.:Y : ., ^. .�a° •:d. • • • tiff 4,',y,''�,``��1 • • • METAL •. •• 000 EDGE DIST. STRUCTURE Z N 205 ilk A 33 ze a •• • • • •� ••• •• ��i1 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS I IE ELEVATIONS SEE ELEVATIONS 7 I I FOR SPACING FOR SPACING SEE ELEVATICI�IS a Q FOR SPACING Q MICU MULLION TY APPROVEmi SEE SEPARATE N `1 I 1 SEE LASHED IONS $$$� TYPICAL ANCHORS r SEE ELEVATIONS GI a OFOR SPACING n c WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLADN SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE.TYPICAL z Wat � ANCHORS: SEE ELEV.FOR SPACING 1/4" Q TTiAP1fM By 'FLCO (F.-177 KSL Fym188 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 6 jftm 7A 7 I I DIRECTLY INTO CONC. OR MASONRY tLIOM 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY intcoom I 6T4 cMc OR CCI F DRILI]NO C!`eELS (GRADE 2 CRS) srs INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. a 1/8') • S i INTO METAL STRUCTURES as I i 1 STEEL 11/8" THK. MIN. (Fy = 36 KSI MIN.) . ALUMINUM : 1/8"THK. MIN. (8083—TS MIN.) DOOR DETAILS (STEEL UN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) n J TYPICAL EDGE DISTAN. Eegn a VAO AH AD ri n E P FIA. ES ea $5 :c:a.l.-.sn•..ti.:..� 'a INTO CONCRETE AND MASONRY = 2-1/2" MIN. A.P1,7m " c a INTO WOOD STRUCTURE - 1" MIN. EDtX GIST. TYPICAL ANCHORS INTO METAL STRUCTURE m 3/4" MIN. .y 1/a'MW. FOER SPACING CONCRETE AT HEAD. SILL OR JAMBS YC - 3000 PSI MIN. �U� g ZO1Z drawing no. P.ENET BCLT w�2��a PENETRATION C-90 HOLLOW/flLUD BLOCK AT JAMBS I'm ° 2000 PSI MIN. sheat 4 of 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... . . • ••• t' /4'MAX • • • • • •• •• • 4. V 1/4'MAX • • •o 0 • SH9I • • • 3 LEVERS AT STILE FA�CE SHIM • • ••• ••• ••• • 0 TYPICAL ANCHORS 1sY FOR SPACING TS ACTIVE LEAF '.•BE V!=BUCK i •• • • • •• ••• •• 26 13 a� • • • • • • • • • a4 ••• • 00. • • • •• • *so De y J •,' TYPICAL ANCHORS (,u tl SEE FOR SPACPAC a 9NG23 25 �h f W EXTERIOR METAL el F STRUCTURE LEAF WADTH SINM DOOR FRAME TNDTH LOCK OPTIONS (j SEE SHEET 7 gat JJ S ffi AS T/4'MAX 1/4'MAXO LOCK OPTIONS SEE SKEET 7 Si1M CONCEALED FLUSH BOLTS TYPICAL ANCH .' 3 LEVERS AT INSIDE FACE OF STU CONCEALED FLUSH BOLTS IEVERB AT STILE FACE �YSEE EL� YYOOD BU ZFOR SPAM J Is INACTIVE LEAF WOOD STRU TORE ACTIVE LEAF NOTE T a 28 T3 2s l 0 1:425 v 23 TYPICAL f9 9 ORS 0.1-0. TT IC D.L.O. � � ..Af..DT" EXTERIOR LEAF VADTH DOUBLE DOOR FRAME WIDTH 0, fH9 En9r:44VAD AHMADCIVIL t FLA.PEE10892tamp-, CAA g n 3s3s � s draw(ng no. DOOR DETAILS JUN 2S Z 11 W12-08 shHHet 5 of 9 . . ... . . . . ... TYPICAL ANCHORS • ••• • • • 000 SEE ELEVATIONS • • • • • .• •• • ETXiE 1ST. FYNt SPACING • • • • • • • . •• F F 22 •• . • . .• ••• .. . ... . . . • •• • e a GLAZING OPTIONS N SEE SHEET 7 AS RE D. 0 1/4"MAX, •. H AT S"FROM ENDS O 13 SEE�SHEET 3 0 SHIN. ., O ' AND 11•Mr,MAX 9 s oo4I •. 1s �_� fe � �Z 3�` 1 Q as 13 a4 8;,W I TYPICAL ANCHORS • 1_ SEE ELEV. L FOR SPACING .� 14 29 D.LQ 19 9 D.LO, g 4 4A EXTERIOR LEAF "STH SIDEUTE tlAD1H DOOR FRAME WIDTH a ¢mom 2 UNIT FRAME VADTN v E.Or:JAVAD AHMAD ., CML FLA PE t&92 r� • v' o EDGE DIST. �� Ts drawing no.SELEVATIONS qN $82011 FOR SPACING SIDELITE DETAILS W12-08 sheet 6 of 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . T76M 8 PART 0 RECD.• DEi0Ui1TON • • • Mlrt*AL MANP./SUFP M/MMAIM 1 E801 - / L. • • • MIS TB - 2 E602 -• FRANE COVER • • Av 3 E803 - FBAME ••• •• SOBi-TB - _ O A 4 E604 SOWN TOP&BOTTOM FRAME 6003-TS - 4A ERB SIOELITE B'BOTTOM FRAME 8083-TB Q� 5 E605 - SIDEUTE FRAME JAMB -TB - F3 6 EBO 0 • • • 8063-TS 7 1607 - LEAF TOR QtSWT60M%ML• • •• -Ts - 7A E625 - VA 9 • • • 69B3-T8 B ESOB _ Wgg�ADAM • ••• T8 - 8 9 EBOB - LEAF HINGE SITE 8083-TB - pal a� 10 E610 LEAF'LOCK STKE 8083-TS - p 11 E611 LEAF ASTRAGAL SME 6093-TB 11$i� 12 E612 I LEAF ALIGNMENT BRACKET 8083-TB - 13 E613 - LEAF CLAMP 6083-70 4-1/4-LONG 1 3AE613 - HINGE BACK-UP PLATE 6083-7111 12"LONG 1a4 E814 - GLAZING BEAD(5/16-LAM.0A38) 6063-TB 14A E109 - GLAZING BEAD(7/16"LAM.GLASS) 6083-78 - 16 E615 - 01"NO BEAD(INSUL GLASS) 6083-TB - V 16 E818 - SNAP COVER SOS3-T6 - 17 E613 - BOLT SUPPORT 6063-78 NOT SHOWN 18 - AS OECD. SDELn MULLION REINFORCING 6083-T8 - V1 19 FO-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. 20 1`81202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. V OC 21 FM14SS - CONCEALEG RUSH BOLT ROD ST STEEL SULLIVAN&ASSOC. GPROM s1 22 812 SMS AS REDD. FRAME ASSEMBLY SCREWS - - 1�, ACTIVE�ree. 23 812 X 3/4- - HINGE INSTALLATION FASTENERS - FH SMS 3 1O M gl 4 POINT LOCK ASSEMBLY DLO-8007 BY'INTERLOCK USA INC.' 24 - 3/0'pHA THREADED ROD STEEL (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 W11323 - PRE•STRIPPING WOO. ULTRAFAB Z GIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL 020 26 E20818-KN-3 - BULB W'STRIPPINO SANTORRENE EPOM THROW 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAS g a ffi Gi v THROW BOLTS ATTACHED TO LOCK BY 3/8"CONNECTING RODS ppp LOCK LOCATED AT 42-1/2'FROM BOTTOM 28 - - GLASS SPACER SILICONE FRANK LOWS RUSSO 00. W INCL FA°F°O' 29 1822 FLUSH SOLT CUP NYLON 2 POINT LOCI(ASSEMBLY BY INTERLOCK USA INC.' 30 OLOIRC BLACK BOLT SUPPORT BLOCK POLYETHYLENE BNTMUM 1/2'OA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 OLOIWB WHITE SOLT SUPPORT BLACK POLYETHYLENE ACME PLASM HEAD AND SIJ. THROW 33 010 X 3/4- 2/AOAIMM FN SELF DRILLING SCREWS LOCK LOCATED AT 42-1/2-FROM BOTTOM SOUS ATTACHED 70 LOCK BY S/8'CONNECTING RODS33 _ 2/LITE SETTING B.00C, 1/ OI 4'X 1/2'X 4'LONG EPAT 8'FROM EACH EPB,DUR047ER BBAS eHmmM s2: - 2/LITE SETTING BLOCK, 1/4'X 3/4'X 4-LONG I EPDM I AT 8'FROM EACH END.DUROMETER 6835 ACTIVE I FAC• CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY'KMWKSET'LOCATED AT 38-1/4-FROM BOTTOM SEALANTS: KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIM THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' �m 1/2'X 2'THROW BOLTS ENRAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON SRLE FACE HINGES: LOCATED AT 10-5/8-FROM'TOP AND BOTTOM a LOCK FASTENED TO STILE WITH(2)88-32 X 1/2'FH NO 3-1/2"X 7-5/8'X.122-THK.EXTRUDED ALUM HINGE PART BFD-107 BY SULLIVAN&ASSOC. n 3 HINGES PER LEAF L ngr.JAV M/A,A6 ,II o g CONCEALED RUST BOLTS BY'SUWVAN&ASSOC' BOTTOM HINGE AT 10-1/4'FROM BOTTOM RLBIUI 33 1/Z'%2' THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4'FROM TOP - FIA 70 g n HEAD AND BILL CENTER HINGE AT MIDSPAN(3B"O.C. MAX.) � 1, a� C.A.N.-3682 5W MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH 810 X 1'FH SMS ad OF LEAF STILE LOCATED AT 10-5/8'FROM TOP AND BOTTOM (g)SCREWS AT HINGE STILE 5 LOCK FASTENED TO STILE WITH(2)88-32 X 1/2-FH MS (6)SCREWS AT FRAME JAMB drawing no. NOTE:LOCKS MUST BE ENGAGED DURING W12-08 PERIODS OF HURRICANE WARNING. sheat 7 of 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 4.000 1.750 .079 1 .319 .J9a • •• .130••• •i •i :•• .628 .803 .045 • • • • • •• 'F- 1.625 .078 • . .o4s 000 •:• •:• ••• 2 tt S T 4.031 1.047 1.047 1.172 �5 4.730 d4 d 2.044 •• • • • •• ••• •• u GLAZING BEAD GLAZING BEAD GLAZNIG;BEAD • • • • • t DOOR FRAME HEAD/SILL slier cans 7/19'tunas •11"441-6. • • • •• • 1.907 ••• i ••• i i i•• ••• e 4.000 1.307 7 LEAF TOP/BOTTOM RAIL Jlv+�qy a l3AYG 1.825 4.719r. 3 078 4.981 L4 I 3.719 .o7a .078 1.750 ,;7 _ L _0 8.290 1.500�{ 7.931 �.3t2 4.000 8 LEAF HINGE STILE 062 1.507 3.344 1.750 4.000 a LEAF W'STRIP ADAPTER SIDELITE TOP & BOTTOM FRAME1 Iso1 .094 2.081 1.5071730-�1 '3t .442 .078 •329 .ole 7a 9" BOTTOM RAIL 1z t.sea � W w� 12,etz to LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET 790 2 FRAME COVER 5.344 .aet .078 .375 .-887-� .090 1.197 t.� 1.790 2.081 .125 -� c 1.574 3.781 I 3.719 ,078 .154 tt 4.600 t3 LEAF CLAMP fe SNAP COVER LEAF ASTRAGAL STILE HINGE BACK-UP PLATE 8.060 8.281 f9 w 7.800 1.800 1.250 825 '719 •719 SIDELITE MULUON REINFORCING e n .078 Fig.JAVAO n 4.000 4.000 I 2 4.188 CAN. 1.829 078 2.697 d 1.507 .078 JUN 2 2012 W it 08 C.")s) DOOR FRAME JAMBSIDELITE FRAME JAMB SIDEUTE 9r BOTTOM FRAME (s SIDELITE SLIP ON JAMB sheat 8 of g . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... . .. ... V as • • • • •• •• • 22 • • • • • tit T" - DO-ORy FRAME CORNER ru^ SIDELITE FRAME CORNER SIDELITE SLIP ON JAMB CORNER S o� ,� Z � $z W� 12 IZ / WONo Ip 1�II S V�� Vol a II r.JAVAO aXNAe � ,� o CIV{. OW CAK > M 8 Browing no. LEAF CORNER N 92012 W12-08 sheet g of g M®�E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (N" www.mlamiaaae.em/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE.- This COPE: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 ERProduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction wi). 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 500" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT:* Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. ' (L.M.I.)", sheets I through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and 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 6.psq rev is pori or change••0 so in the materials,use,and/or manufacture of the product or process.Misuse of this NQ&as an endtooemenj•••;• of any product,for sales, advertising or any other purposes shall automatically tercrun'ate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal Of WQA. .. .. ADVERTISEMENT: The NOA number preceded by the words Miami Dade bounty,�lol?da, and o: ....... . ..... followed by the expiration date may be displayed in advertising literature. If aQg*jgrtaon of•the•I�OA.iso••••• displayed,then it shall be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user b; the t6anuf;9t+u;1; or its••• • distributors and shall be available for inspection at the job site at the request of the Building Official. :6000: This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 Old evideneg pales E-f • and Fk,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-M6.10 CEMMMMUNTY Expiration Date: May 19,2021 Approval Date: July 02,2015 / Page 1 S Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151,dated 12/29/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" . Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 0000 1. Miami-Dade Department of Regulatory and Economic Resources(RER) F 6;;6MA'tCRXAL CERTIFICATIONS 0%066 :6 6 1. o.Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their :*669: 6 66 34£nraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12111/16. . . . .. 6666 . 6 6 0 0000. 00 . 0000 0000. . . 0000.. 0000.. 0000 0000 0 000000 . . . . 0000.. ambapar6 0000.. . . 0000 .. rez,P.E. Productntro Examiner 40A IV- 1 -Q406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 f ECO Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5o' 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 letter for Test Reports No.SETT-10-3150 and HETI-10-3151,issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No..11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. 6666 . - 6666 6666.. .. ... 6666.. .. 6666.. 699.00 . . 66 6 6 . .6 6666 -6 6666 . .. 6666. 6666.. . . 66.66.. 6 . . 9 - -0 6- 9- -9 ..9.66 ..6... 6 . . 00 . . 6 ..-6.. 6660 . . . 6666.. .. 6666 Manuel P , .E. Product Contro Ex finer NOA No.15-0406.10 Expiration Date: May 19,1021 Approval Date: July 02,2015 E-2 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . I 37• V v ECO-GUARD SERIES-500 • i WINDOW WIDTH �� g ALUb4INUM OUTSMG elSEI�NT VMS•• • • • ss• I I ! APPROVAL APPLIES TO SINGLE UiSA OR:SIDE IBY�SibE • VENT WIDTH Z COMBINATIONS OF CASMT/CASMS 01 CASEMENT WRH OTHER • • • • FALSE M�1� 29 3/8' a WINDOW TYPES IN MODULES OF !NO lAt•AIbRE WINObWS E91PlG • (SURFACE APPLIED D.L.OPG. F MIAMI-DACE COUNTY APPROVED MULLIONS IN BETWEEN. t1AY LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL A WILL APPLY TO ENTIRE SYSTEM. 2 THIS PRODUCT HAS BEEN DESIGNED AND TESTED i0 OOMDLY AMITIi THE•• • REQUIREMENTS OF THE FLORIDA BUILDING CODE II/CLUDIgO HIGH VELOCITY• • j�� HURRICANE ZONE(HVHZ). • • • • • • • • • ii // t8 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER --- LOADS TO THE STRUCTURE. C - 'Al I /-D-N ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETARS,ANCHORS11,41 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3 LL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAfLS ARE NOT PART OF THIS APPROVAL t� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALUC AND NON-COMPRESSIBLE. x---_n----- U MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT \ JJ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. V B 11 \ THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. 2 \ SHUTTERS ARE NOT REQUIRED. S co 8 POINT LOCK '� (/1 cg, 12, MAX. 7'MA)L LOCKING POINTS O o_1;1;1MAXIMUM DESIGN LOAD RATING a+ 70,0 PSF HEAD ►moo/sell SEE CHART. Z 3 (FGR 5�5 SHGNud tiR SMALLER) - 75.0 PSF SILL CORNERS WOW.HEIGHT N0.OF 3;� ID KEEPERS TYPICAL ELEVATION 16' S2>Lvl U�E d 38-31ir J, �� F 1/8'TEMP. GLASS 80-8 4 0 83' 8 78' 8 3/8"AIR SPIKE 1/8'HEAT STREWD.GLASS 1/8'HEAT STREN'D.GLASS 3/18'HEAT STREWD. GLASS 090-Interlayer 090'Interloyer 090'Interlayer PRODUCTRBVLSSD .CSO` Butoeite PVB DuPont Butocite PVB DuPont Butoclte PV8 paomplyl�w"f vWdds By'KL ray Amedoo.Irm.' By'Kuraray America,Inc.' By%uraray America,Inc.' BuNdIrs aQo No — 06._10 D R 1/8'HEAT STREN'D.GLASS 1/8'HEAT STREN'D. GLASS 3/18'HEAT STREN'D.GLASS Delo ��{�0�1 SILICONEg SILICONE L' DOW CORNING 899 DOW CORNING 898 F DOW CORNING 899 NO C 53 $ GLASS CAPACITIES ON THIS SHEET ARE o �+ g m S 9 BASED ON ASTM E1300-09 3 SEC. GUSTS) E s s AND FLORIDA BUILDING COMMISSION g<m u o v DECLARATORY STATEMENT DCA05-DEC-219 4 �wrr. Cm®VAD�y tdAO •� F A.PE 7J05n 81 1®AALLISSII4ZES�S SETTING BLOCKS AT INSUL LAM. CLASS NOTCH GLAZING BEAD LEG drawing no. GLASS TYPIC 'A' GLASS TYPE 'AA' TO CLEAR BLOCKS GJ AS 'HYPE ,11, J 2 3 2015 W11-05 GLAZING OPTIONS sl,.eai 1 of 8 e EDGE 01ST. TYPICAL ANCHORS SEE EILY. 113Y e v ...,''i SPACING w000 SUFORa ` METAL F-------------------- j --_-------------------- -� e d EI`M ---S t—U— — DII tI ISTDISd MULLION&MULLION ANCHORS c 1 Z $ SEE SEPARATE NOAI EDGE I ' F 1 DI 0 g 7 911 I I 4 a O10 1 \iii \ S\ta 2 i TYPICAL ANCHORS TYPICAL ANCHORS SEE LEV. SEE ELING B FOR SPACING i FOR SPACING s) _TYPICAL ANCHORS, SEE ELEY. FGR SPACING Ci WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. , JJ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" OIA ITLTRACON BY ELCO' (Fu=t77 KSI,Fy®i88 Kw) J AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) a DIRECTLY INTO CONC. OR MASONRY $ M 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) pp 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z$C� p $14 SLC¢ OR SELF DRILLING ST=REWS (MADE 2 CRS) z INTO METAL STRUCTURES U 8 v STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) J, W&T ALUMINUM : 1/8" THK. MIN. (8063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 612 SIS OR SELF DRILLING SCBM (OWE 2 CRS) B INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) (NO SHIM SPACE) I rl 13 LYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MMI. ISY INTO WOOD STRUCTURE = 1" MIN. 2 17 WOOD SUCK INTO METAL STRUCTURE - 3/4" MIN. • • • • •� WOOD AT HFAD, SIL1.OR JAMBS SG = 0.66 MW, c � 0 m 10 • i • • • i 18 ' CONCRETE AT HEAD,SILL OR JAMBS re - 3000 PSI MIN. o o 9 • t • • • 'a C-SO HOLLOW/FI LEO NORMAL WEIGHT CMU AT.IAMBS fm 2000 PSI MHN. a m u o m e a' v Erlgn JAVAO AHNADCra ,� u A. " ti • • • • • a ° °• °•. o PRODUCPRI3VTSBp • TYPICAL ANCHMS • • • • rftAL ANCHORS"@o{I w • ,: •• • SEE T•W.• • Also • •° — SEE ELEV. po mw " draWIng no. .w FOR SPACING FOR SPACING EDGE Disr• EDGE MST. N'�3 2U15 W11-05 „a 1 sheet 2 of B • • A, ••• • • • • • • • • • . . A. . . •• •• . • • •• .• 000 0 0 • .•• • . ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . • ••• • ••• • ••• • 1/4*MAX, 1/4'MAX •• • • • • • • • • SHIMS 1/4'Max. SHIM 1 • C. • • • • • • SHIM Z �• 5 •• ••• • ••• O WOOD 13UCK 18 4 g 12 ---- v s TYPICAL ANCHORS 28Y WOOD RSEE ELEV. A TYPICAL ANCHORS _____---_ o., FOR SPACING 00 SFR E 1Y SEE ELEV. •• •- _ii'_—i_—_SFR — -••__ �. FOR SPACING . • •• • • • • • • I� Q 3 Y P TYPICAL ANCHORS el 1 EXTERIOR o [SEE ELEV. L; METAL FOR SPACING STRUCTURE D.L.OPG. .. VENT WIOTN J J I WINOW WIOTH 47 �M MIAMI—MADE COUNTY M APPROVED MULLION O SEE SEPARATE NCA MMAI.ANCHORS z Z SEE ELEV.FOR SPACING g 0 IL 11 II 1 = L---� wINoow VADTH wuDTDW WroTli q --�� Ssa�� g0 0 0 C W Eny/;imo mm •F CIVIL FIA.PE!7_0392 3=1 drawing no. W11-05 e � 3 2015 sheet 3 of 8 i • r EDGE DIST. `� W EDGE DIST. METALr�='-=_____________i TYPICAL ANCHORS STRUCTURE1 ATIA4D—DADS COUNTY APPROVED I j .° • > SEE ELEV.FOR SPACING a I MULLION k MULLION ANCHORS g a p . Z ap 1I SEE SEPARATE NOA I� / e I I EDGE I I °. DIST. I 1 I 6 A' ' 1s •�� I T8 � -- I O \ ALT. �u I TYPICALANCHORSI TYPICAL ANCHORS SEE FOR SPACING FOR SPASEE CICI N CM ,,<.MAX © g SKIMS ALT. .�z TS 73 U Q TYPICAL ANCHORS � W rn f SEE ELEV.FOR SPACING . 0•" • e O TYPICAL ANCHORS SEE B".FOR SPACING ••.� L5 PR=t=RZVIISW $ $ amqco&pltTyy 0,6-010 ALT. •i •i a i �•i •• ILl ogmoo • • • • • INSTALLATION DETAILS PITH FLUSH FRAME EWia a $ • • • Fu PE TOsaz g 38ygn p.I •7 •'•.. • • • • • droYing no. mm Dlsr. W 71—Q5 Q� sheet 4 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ..• . . . ... . . . .. •. . . . .. .. . . . •.. • . . . ... . . . . ... . . t, po 2.750 rm PART j QUOM OHSOMMON MATIMA MANP./Bt1PPLIBR1RSNARHB �v W '}� • ••• • ••• • 1 E801 4 FRAME HEAO/SU/JAMS 8083-TS - • •f • • • • • • 2 E502 4 VENT 8083-TO ,I- 1.330 e • • • • • • • 3 moo AS RGLAZING BEAD(5/18"IAN.GLASS) 8083-T8 - Z $ • • • • • • • EOD.31 E505 AS READ. GLAZM READ(9 W-LAM.GLASS) _ 8083-TB - •� ••• ••• ••• • ••• 38 M09 AS READ. GAZING BEM(7/18°IAM.GIASB) 8083-TB 4 ENS AS REOD. SNUSHER-VENT.FULL LENGTH 8083-TB - .078 2.827 4A E809 AS RE00. SNUBBER- FRAME,full LENGTH 8083-T8 - 1.89& • • •• • • • •• 5 ENS OPRONA. 'scKEN FRAME 8089-TS - • • • • • ! • • • 7 j10 X 1-1/4'- AS READ. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS • • • ! i !•• • 8 E203 AS REOD. BULB WFATHERSIMPPING,DUROMETER 85 SANTOPRENE ULTRAFAS V to- 9 9 E203 AS READ. GLAZING BEAD BULB.MMOMETER 68 SANTOPRENE ULTRAFAD fVVV7 • • • • • • • • •• • s • • • • • •• 10 35.12.00.400 z/VENT a OAR HINGE,AT TOP AND eoTroM srm. TRMTN,WALLED WITH(z)j10 x 5/8•sas 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH g O FRAME HEAD/SILL/JAMB 12 - - 8/VENT KEEPER STEEL - 2.354 13 - 1/VENT ROTO OPERATOR ZAMAK/SR. TRUTH 14 PSJ40-SS 2/CORNER FRAME/VENT CORNER KEY ST.STEEL. - Z I' 18 FY120 AS REOD. FLUSH FRAME ADAPTER 8083-T8 OPTIONAL UI 2.888 18 - 3 MR SAG SKATE NYLON M&M PLASTICS F .082 17 010 X 1-1/a' 2/SKATE FH SOS SKATE SCREWS 18 j0%3J4' _ AS REOD. FH SMS R SCREWS - IN PAIRS 2'APART,PAIRS SPACED AT 7-3/4'O.C. 2.094 .372 '500 769 19 - 2/LRE SETTING SLOCK.3/18'X 3/4'X 4'LONG EPOM DUROMETER 00*5 SHORE A .,.. � 1 .082 2.813 FLg-So - PASS SPACER-1/8°MH SILICONE FRANK LOWE g b8B 2.811 21 - WSUL.OLAS9 EDGE SPACER ST.STEEL C+AIMUL XL &I SEALANT; - .719 .590 18 HUSH FRAME ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. (�(� 1' 1' PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. O $or, z VENT 4e3 LOCKS: g S$ b19 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' Z AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2- FROM SILL O g }�— FASTENED TO JAMBS WITH (2) #10 X 5/8' SMS. •� .045 493 LOCK BAR SECURED O JAMB WITH LOCK GUIDES X33489.00.0001 SPACED AT 12-3/4° O.C. MAX. o 1.047 EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 14 O CORNER KEY STAINLESS STEEL KEEPERS X31964.92 AT VENT c Q GLAZING BEAD (5/16° LAM. GLASS) EACH FASTENED WITH (2) #10 X i 5/8' P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES .130 HINGES: �— 780 .240 120 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PRODUCI'R, vmw Q A4s �— —� LOCATED AT TOP AND BOTTOM CORNERS rtmoyMBwa tplaws 1 �—T FASTENED WITH (2) 610 X 5/8° P PH SELF DRILLING SCREWS awwwacma6-040646 1.t7a W ��� OPERATOR: By s ®GLAZING BEAD (INSUL LAM. GLASS) ® SNUBBER — FRAME SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' g<m u o w LOCATED AT SILL END 394 FASTENED WITH (6) #10 X 1° P PH SMS 248 1L OPERATOR TRACK #30175 AT BOTTOM RAIL En9r.JAV�M FASTENED WITH (2) #10 X 1" P PH SMS PE y Fu 7ose2 CAA ew 050 leo x.120 AN'T'I—SAG SKATES: qJUNi205 4VINYL ANTI—SAG SKATES BY 'M&M PLASTICS' 1.047 7� (2) AT LOCK STILE AT 6-3/4° FROM TOP/BOTTOM RAILS(1) AT BOTTOM RAIL AT 4° FROM LOCK STILEGLAZING BEAD (7/18" LAM. GLASS) ® SNUBBER — VENTEACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. Btreel g aT B r y I1�4ftu iY 7 d d P a 74 0'+ ! � h 14 / II �m O OM J, VENT CORNER ; FRAME CORNER OD _M •♦•••• • • ♦ . t gq B -8•.• •♦ 2 ♦ • • • JtOD1 :TR8V9 • • ♦ Dkil • g wi no. Ju 2015 W11-05 sheat 8 of 8 • • • • • • • • • • ••• • • • ••• • • MM®D14DE MIAMI—DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/ecoiiomy. Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to 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 100"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 0000 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's nalne or logo;'aitA state, '. model/series, and following statement: "Miami-Dade County Product Control ApAipypo , unless otherwise go 0 noted herein. 0000 .. . :•06% . RENEWAL of this NOA shall be considered after a renewal application has been MeJ and gtere has been•••• no change in the applicable building code negatively affecting the performance of tlfdrbduct..• ••'•• TERMINATION of this NOA will occur after the expiration date or if there ha� ,* revision or change P S.I?�g4 a g .• in the materials,use,and/or manufacture of the product or process.Misuse of'tU NbR as an endorsement,..:. of any product,for sales, advertising or any other purposes shall automatically terminate this N811 Tailum to comply with any section of this NOA shall be cause for termination and removal veNbA. g• :•: "': ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.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,P.E. NOA No.15.0406.12 MtetMtin�a®vimY610 ExpirationDate: Apri108,2019 Approval Date: July 02,2015 Page 1 r Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-03.17.02) 2. Drawing No.W0948,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202.94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635, dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NDA No.14-0317.02) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 1062/2"wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed b14"ido F. Font,P.E. (Submitted unddr N,OA No. dly1224.075•••:• 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS?�0;)i�4; 6069• •••; • 2)Cyclic Wind Pressure Loading per FBC,TAS 2W-94 • along with installation diagram of a 106-1/2"wide x 76" hig4-HCQ-Guard Series-1W•••: aluminum single hung window, prepared by Hurricane Engihttiing &'Testing Inti:••• Test Report No. HETI-08 2166C, dated 12/ 15/09, signed iFn*gated WGaridido �';y;• Font,P.E. (Submitted under NOA No. 09x0224.07) .• 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94; • : ....:. 2) Uniform Static Air Pressure Test,Loading:per.FBC,TAS 202-94 :••••: 3)Water Resistance Test,per FBC,TAS 202-14 • V: 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94• • along with installation diagram of a 53-'/4"wide x 76"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No. HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) Ma a ez,P.E. Product Co ro xaminer NOA No.15-0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTMUED) 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 531/4"wide x 76-1/4"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2170,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07} C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 50' Edition (2014), dated 03/27/15 and 06/23/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-511 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. FTL-7635,issi}ed by�ep*stration..... Testing Laboratory,Inc.,dated 12/09/14,signed and sealed by?&Tlih D.$yipsou,P.E. .• (Submitted under previous NOA No.14.0317.02) 060896 ••: - 0090:0 3. Proposal issued by the Product Control Section, dated 03/25t1.3;signed by Jaime....; Gascon,P.E.,Product Control Section Supervisor. 0000 • •• 00.00 (Submitted under previous NOA No. 14-0317.02) *04000 09:** • 4. Laboratory compliance letters for Test Reports No.HETI-08.2,14W, "••'•: 000000 HETI.08-2166C, BETI-0$2168 and HETI-08-2170, all:Wil@d by Murricane •, Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido;, Fonf••'• P.E. • •0.40• (Submitted under NOA No. 09-0224.0 7) G. OTHERS I. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. mankel'Peft P.E. Product ContrAl Exaininer NOA No.1 406.12 Expiration Date: April 08,2019 Approval Date: Jidy 02,2015 E-2 53 1/8- 63 1 WINDOW WIDTH WINDOW WIDTH .. 47 3/B' 47 3/8- O D.L.O. (FIX. LITE) D.L.O. (FTX. UTE) F 8 t1AX. 12'MAX. 8•MAx. 12•MAX. HEAD m p CORNERS A HCVD i CORNERS A NFAD m� �{ �j 8 3 0 U b gj a° n ,I II N II II �� ap SWEEP LATCHES _v _ _ cccb=ccI I Fi FFRO�M2 ENS• 4 II li it TYR II g N I 1' I to Sz p m p m N x J it 0 if !1 II I m� m jl II 3 11 I II 3 jj ,I �Y. vl 'n E6-ag : I� J�rtY' C II ril II °.t m ^ I. 3 II k.-. I-_ c FALSE NUNTINS NO ANCHORS ATSDL FALSE HUNTINS NO ANCHORS AT SILL �` o�r7 • (SURFACE OAPPLIED)P7DINAL 47 3/8• CSURFACE APPLIED) {ryryry�,,, -j DPTIONAL 47 3/8' O Z LL 0.LO. (VENT) D.L.O.(VENT) O SPRING LOADED LATCHES 50 3/18' AT 7'FROM ENDS 50 3/18• , n VENT WIDTH OPTIONAL TO VENT WIDTH $ W;,-M ECO-GUARD SERIES-100 SWEEP LATCHES ALUMINUM SINGLE HUNG WIND0T9 EQUAL LITES TMP' UNEQUAL LITES (ORIEL TYPE) meg DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS a Is CHARTS SHOWN ON SHEETS 2. TESTED UNITS a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING ee •88 MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. E! LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. c� Va V V THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE*• ••• • • • • • •• o °a- a REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VagCRY • • • • • • • • •° g c HURRICANE ZONE(HVHZ). • • •• • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFE •• • • • • ••• • &a mELL, u o w LOADS TO THE STRUCTURE. •w ••• •• • • • •• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. "'g' COIR I EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAI ARE SHUTTERS ARE NOT REQUIRED. �,PE 70592 NOT PART OF THIS APPROVAL ••• • ••• • • CAN. • • • • • • • • • PRODUCPR9V� � A LOAD DURATION 94CREASE IS USED IN DESIGN OF ANCHORS MO WOOObNLY. • • • • • oseompwugW8ALF1•F1wwm i 8 � •• • • • • • • • Bu1TJ4g OOd0 i ALL SHIMS TO BE HIGH IMPACT,NON—METALUC AND NOM—COMPRE!SW�B�LE.•• • • • • • • ANo �� U ,23205 dr°•i MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCRE0, INAT ••• ••• DOW Z COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEWO9—O8 REQUIREMENTS OF THE FLORIDA BUILDING CODE. By oPNduoIC sheet of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS NOT" DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY-PSF 1 GLASS TYPES GLASS TYPE GLASS TYPES FLANGE DIME. Ile. 'e' k C. - FLANGE DDIS. 'A' B' k'C' WIDTH HEIGHT EXT.(+) 1NT.(-) WIDTH 'HEIGHT EKT.(+) INT.(-) EM.(+) INT.(-) G q 19-1/8' 75.0 90.0 j 19-1/8' 75.0 90.0 75.0 90.0 I 24" 75.0 90.0 24' 75.0 90.0 75.0 90.0 �• a� 2s-1/2' 75.0 90.0 26-1/2• 75.0 90.0 75.0 90.0 Oi 1Q� i cl 32` (Z3)3) 75.0 Sao 32" 50-5/e' 75.0 90.0 75.0 90.0 37* (3) 80.0 637' (5) 75.0 90.0 75.0 90.0 t� V 40' 75.0 80.0 x 40" 75.0 90.0 75.0 90.0 0. n 48' 79.0 80.0 48' 75.0 80.0 75.0 90.0 1A a 53-1/8- 7b.0 90.0 53-1/8" 75.0 90.0 75.0 90.0 = i Q g4g 19-1/8' 75.0 90.0 ., 19-1 24' 75.0 90.0 �° 75.0 90.0 75.0 90.0 �• 24' 75.0 90.0 75.0 90.0 4 ,I�. 26-1/2' 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 O °.' WWWIol 32' 38-3/8- 75.0 80.0 I: 37' (4) 78.0 90.0 32' 63- _ 75.0 80.0 75.0 90.0 z .J O 37' (6) '75.0 90.0 75.0 90.0 40' 75.0 90.0 40" 79.0 90.0 75.0 SOLOO ae- 75.0 Sao EQUAL LITES a6- - - 7&0 90.0` o UNEQUAL LITES (ORIFI TYPE) 53-1/8° F 75.0 90.0 53-t/8- - - 75.0 90.0 , V 19-1/8' 75.0 90.0 19-1/6' 75.0 90.0 76.0 90.0 vet aa• 75.0 90.0_ 24- 75.0 90.0 7b.D 90.0 LB 26-1/2- 79.0 90.0 Oi 26-1/2' 75.0 90.0 75.0 SILO N 32- 50-5/87 75.0 90.0 32' 78" 75.0 90.0 75.0 90.0 1. (5) 75.0 SOLO w 37' (7) - - 75.0 90.0 Z W 4 40' 75.0 90.0 IL 40" - - 76.090.0 48• 75.0 90.0 - 75.0 80.0 z o 53-1/8" 1 75.0 90.0 O _ _ a 1 + 53-t/8• 75.0 90.0 O o"0 19-1/8- 75.0 90.0 Z 0-_j 2a• 75.0 90.0 a< TO QUALIFY FOR SMALL MISSILE IMPACT RATING Z 26-1/2- 75.0 90.0 EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 9, 32' 83' 75.0 90A OZ O�t pp.+ 37- (8) 75.0 90.0 V W I.W. 1/B' HEAT SWN'D.GLASS 40' 75.0 90.0 48' 78.0 90.0 5/16-AIR SPACE ester o 83-1/8' 75.0 904 19-1/8' 79.0 80,0 p 1/8'HEAT STREN'0.GLASS 3/16'HEAT STREN'D.GLASS 1/8'HEAT STREN'0.GLASS No C �•� 24' 75A 90A [J 090°Interlayer .ago"Interlayer 090'Interloyer DW •7 tg� DuPont Butacits PVB DuPont Butocite PVB DuPont Butodle PVB g &1 +g 26-1/2• 75.0 90.0 By Kuraray America, Inc.' By'Kuroroy America.Inc-' By'Kumroy America,Inc.' e a o 32' 76- 75.0 90.0 a 1/8" HEAT STREN'0.GLASS 3/18'HEAT STREN'D.GLASS 1/8-HEAT STREWD.GLASS 37- (7) 75.0 90.0 Z tl gg 40- 76A 90.0 B 48' 75A 90.0 z SILICONE SILICONE SILICONE y m DOW 899 m DOW 899 z DOW 899 53-1/8' 75A 90.0 5 ro 16 I •• ••• � 11 II � I C �����r'j • •• • 11 I • ��<m v o w • • • • • 1 I • I SETTING BLOCKS AT •• ••• •• LAM.CLASS AND INSUL.LAM.GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 8 21 BA ' 21 80 21 Engr.JAVAD AHHAD •1 g CIVIL AT 1/4 POINTS ON LITES • ••• 13 AT 1/4 POINTS ON LUES t3 AT 1/4 POINTS FLA PSE 70592 g 13 WIDER THAN S,Oft: • • • SEL HAN 4 ONLY 24 ALL SIZES NOTE. Gi ASS TYPE 'A' ••• i • •• 9M9� GLASS TYPE 'C' $o GLASS CAPACITIES ON THIS SHEET ARE • •• • • drawing no. ••• • •••G NG AA, OI5 9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) W091O$ AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 20f 6 ••• • • • • ••• • • • • • • • • • • • • • •• e• 0.0 • • •• •• ••• • • • ••• • • teY TYPICAL ANCHORS o SEE ELEV.FOR SPACING TYPICAL ANCHORS WOODBUCK w SEE ELEV.FOR SPACING a e EOGE'MST. COUNTY6 31 <,5• :. METAL MULLION&MIAMI-DARE ON ANCHORS APPROVED gg c <d a a a a EDGE DIST. SRiUC1URE SEE SEPARATE NOA EDGE DIST \ Z g EDGE DIST. I` 11 AM 11 e e TYPICAL ANCHORS TYPICAL ANCHORS g Q r--� SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING o ' a ti ci O WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. N MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. D, BOTTOOMM LATTtCH TYPICAL ANCHORS: SEE ELEV.FOR SPACING 3 cli ]L/4" DUI ULTRACON BY 'ELCO' (Fu-m KSI,Fy-tss Ksi) h D: © to INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ro 4 ag 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) $ � a to THRU 18Y BUCKS INTO CONC. OR MASONRY t3 O oM b 1-1/4' MIN. EMBED INTO CONCRETE (HEAD) i Z TB zt 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) c aS j DIRECTLY INTO CONC. OR MASONRY O a 1-1/2' MIN. EMBED INTO CONCRETE (HEAD) W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 0 1 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) oINTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8' INTO METAL STRUCTURES t 11 STEEL : 1/8" CA. MIN. (Fy = 36 KSI MIN.) v ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) c R (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) r, m 6 TYPICAL EDGE DISTANCE m tt INTO CONCRETE AND MASONRY = 2-1/2" MIN. 1 - INTO WOOD STRUCTURE = 1" MIN. © t6 i tB •• ••• • • • • • •• INTO METAL STRUCTURE = 3/4' MIN. m taA • • • • • • • • WOOD AT HEAD,SILL OR JAMBS SG-0.55 MIN. • • •• • • • • • �g<mocW 2 • •• • • • • ••• • CONCRETE AT HEAD, SILL OR JAMBS T'e = 3000 PSI MIN. • • • • • • • • • C-BO HOLLOW/HUED NORMAL WEIGHT CMU AT JAMBS I'm = 2000 PSI MIN •• ••• •• • • • •• 8 mevuu m mmw -006 - n Engr.JIdAI AIIWID N O a: " f aowo 1�1�7ir/J"%r FLA. CANdw7�862 I ••• • ••• • • Dd0 1 >r` �F• • • • • • • • 1 < a. �a'� • • •• • •• • • • •• •iF.l�LANT. •' 4' .e 000 • ••• • '5 ••• • Qdrawing no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ^ JOINT SEALER. • sheet 3 of 8 ••• • • • • ••• • • • • • • • • • • • • 00 • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 • ' ITEM/ PAST$ RBQD. DESCRIPTION MATESTAL NANF./88PPldB@/BHHARBS �� ' 1 FY101 1 FRAME HEAD 6063-T8 - 2 FYI 15 1 FRAME SILL 6083-T6 - 3 FY103 2 FRAME JAMB 6083-TS 4 PY104 _ 1 FD(ED MTG.RAR 6083-TS 5 M05 _ 1 VINT TOP RAIL 6063-T6 — 6 FYI 14 1 VENT BOTTOM RAIL 6083-T6 - 7 FY107 2 VENT SIDE RAIL 8083-T8 - �! 8 FY108 AS ROD. GLAZING BEAD(5/18'IAM.GLASS) 6063-TB 84 FYI 09 AS ROD. GLAZING BEAD(7/16'LAM.GLASS) 6063-T6 MIAM-VADE COUNTY MULLION-\ FYI 16 2�T FYIIO ROD. NST BEAD(INSUL LAM.GLASS)OP 6083-T5 SEE SEPARATE NOA TYPICAL ANCHORS I. SEE ELEV.FOR SPACING 11 FYI 13 2/VENT SPRING LOADED LATCH,AT 7'FROM ENDS 6063-T6 - JJ�QQ EG a IIA - 1/LATCH LATCH SPRING ST.STEEL - 12 SL203P 2/VENT SWEEP LATCH.AT 12-1/2'FROM ENDS ZAMAK SULLIVM&ASSOC. 12A g8 X 5/8' 2/LATCH LATCH INST.SCREWS ST.STEEL FH Sm5 F 13 - AS RECD. SETTING BLOCK EPOM DUROMETER 80±5 SHORE A -- --_--- - _- 14 ®8 X 1' AS REOD. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS 14A 08 X 3/8' 2/VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS J (� 15 1 E207 AS REOD. I BOTTOM RAIL SEAL-SERIFS 101 NEOPRENE ULTRAFAB v E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAS _ 18 W23181 AS READ. FIN SEAL W'STRIPRNG - ULTRAFAB 18 M17 4/VENT SASH GIRDE CELCON M&M PLASTICS 19A #6 X 3/8' 1/GUIDE SASH GUIDE INST.SCREW_ CRS OH SMS TYPE 8 e WIICIOW WmTH WINDOW WIDTH 20 F210 2/VENT SASH BALANCE - SUP:RBOOST BY BSI $ h #8 X 5/8' 1/BALANCE DAIMICE INST.SCREW - P FH SMS M L22 AS REOD. GLASS SPACER SILICONE FRANC LOWE inOOn1 S/18'BOX SCREEN - OPTIONAL ZFY120 - FLUSH FRAME ADAPTER 8063-TB OPTIONALTYPICAL ANC HORS - - INSUL GLASS EDGE SPACER Sr.STEEL CARDINAL XL SLE ELEV. FOR SPACING O1/4'MAX. 1/4- /-M VENT YAOTH slams Imo, 1/4'MAX. METAL Q WOOD BUCKS SHIM STRUCTURE 18 7 2p C a p,> TYPICAL ANCHORS Fm,R 1 2' - __ __ o. FOR SPACING SEE ELEV. TYPICAL ANCHQRS t 8 ELE SEE SPACING- FOR SPACING �m o Vid ' --- - _ - - - •• ••• • • •• ''CC) . d od S�REEN OPTM§L-2•i • • • • I N 1,� •• ••• •• • • • •• {$ill ' 14 EXTERIOR 3 Engr.JAYAD AHMAO 'F g .0 CMLFLA.PE D.LCAN. 70582 WINDOW#F#TH • • • • • • mwmptyl�wmilillcoft/BJ�*ft ••• o• *00 ••• ••• 0.0 �Aocepffiroa T406-4Z I, c 015 dr°Wing noM . 9 w09-08 sheet 4°t 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • �___�� TYPICAL ANCHORS IF'-- EDGE LSEE .FOR SPACINGTYPICAL ANCHORS AL MDA—RADE COUNTY APPROVEDSEE ELEV.FOR SPACING (DGE 01ST. UCTURE MULTION&MULLION ANCHORSZ SEE SEPARATE NOA EDGE DIST. r p� S Q ALT- Q 6 TYPICAL ANCHORS , O i SEE ELEV.FOR SPACING lilgj t fn Q 4 O eJ O ^_ O OMM m v 1/4 SI-0Ns ALT. 3 Z 6 3 0� 'R TYPICAL ANCHORS H W rn SEE ELE.V. FOR SPACING W 4 < C. a i, ^7. MASONRY O i s. m a2go0 • • •• • • • • • t3 66 ALT. • •• • • • • ••• • O<m v o w — INSTALLATION DkTAMS WITH FLUSH FRAME ADAPTER Errer JAVAD AMMAD � •T sy lcx& I ai • ••• • ••• • • C.A.N'93970592 S \ ,••°'a. o• "'. • • • • • • • • • PRODUCFREVISED IS • •e' • • • • • • • es aampigieg Uro Mwida _ •� •', v- • : •v' • •• • • • • • • .AccePlmleo dro•ing no. ... ... ... , os; 015 W09-08 sheet 5 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.7501.281-W �� chi .062 I I a w ,4 1.888 r 0 .076 .062 Z 2.750 I 14 2912 1.140 I c0i O FRAME HEAD I J F 1262-^1 ---2.oe1 -I �� n i � 297a � z.1ee O FRAME JAMS 1.3752 ' I�1 rT.519 I I .130 Y�0�I .045 •� .050 .803 .045 'I 1.422 -'1 ® FIX. MEETING RAIL a �I 1.047 ep -1I 1.047 I 1 - ® m (JJj SSy� 1 GLAZING BEADS J j 1.434 Vl Is 1.250 .062 W v 2.063 14 5.067 1140 If II 62 •1 ® VENT TOP RAIL !7 VENT SIDE RAIL 0 31i 2.027 0La � 4 O 1.247 $ W O O 062 2.773 / 1.445 1.9� 1.750 � 1'254 .078 g T t loo '77� FF�ii © VENT BOTTOM RAIL It SPRING LOADED LATCH VENT CORNER DETAIL 2.974 I nnm • • •• . • . • m 49 as .662 •• ••• •• • • • •• � � 3002 zaa FRAME CORNERS DETAIL E'ren rr`v�ettscn0 +o E'� ••• • ••• • • f C,IN 76592 J- ns • • • • • • • • • .PRODITC3'RBVISBD .87� .500 ;i9'moo •2� 1`- W09-08 Q FRAME SILL ® FLUSH FRAME ADAPTER sheet Bof 6 • • • • • • • • • • • •• •• • • • •• •• ' 2.750 0 62 �- . 14 m Z 3 1.8880 A76 .082 � 14 02 2.750 —1 F2 � 1.140 + Q FRAME HEAD 1202 Imo2.874 / � O�j Ib---2874 � (}& tp— FRAME JAMB 1.3752 ® OI = S79 .394 ® II .130tai � 045 3 —,3 3 1.az2 A7 FIX. MEETING RAIL 1047 O iI �LL�i tl{Ea � � d s GLAZING BEADS v �j 1.434 (ri 1.250 2.083 1.087 �2 1.140 {I o I � n m 1.1401 .821 Q p M J ® VENT TOP RAIL �i VENT SIDE RAIL z ami 2.027 //® t O�o 1.247— Fit" .247 O A62 2.773 / 1254 1.445 16111 y zzz��� 1.929 1.750 .078 g 6 1 1 C �� oP $ e� 1 140 eb3 VENT CORNER DETAIL g © VENT BOTTOM RAIL it SPRING LOADED LATCH 2.974 I nnm • • ••• • ♦ • • g 5 • •• • • • • ••• • d I L'camunw .082 •• ••• •• • • • •• 3002 FRAME CORNERS DETAIL Engr.JA�L4MIZE. H •o s .082 ••• • ••• • • 2 • • • • • • • • • .PRODUC7'RBVISHD J:2.63"s �• • • • • • • es�+P17�wGA 9,eAWrkin .874 .798 . . . . . . . . . BdWIoBCbdv1r3r b, a • .. . • . . • • AaaptaacerTo ♦_ •S00 • • • ••• • ••• • tame Zo 2015 drawl© V. 2.811 W09-08 Q FRAME SILL Q FLUSH FRAME ADAPTER Sheet 6oi g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMFDADE bsUM DADE COUNTY PRODUCT CONTROL SECTION DEPARTNJENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADM UGSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w"anaamMade gov/eeonomv 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 - Produet 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 199co-Guard 200"Aluminum Horizontal Rolling Window—L.MS APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision D dated 02/12/14,preparedby N- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dgde•C+qunty Pmt •'••;• Control Revision stamp with the Notice of Acceptance number and expiration date by the Miamr-t lade: County Product Control Section. :00:00 •• •••••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ... .. :*see: LABELING: Each unit shall bear a permanent label with the manufacturer's ratite 4m7r loge • •"" ci , state, model/series, and following statement: "Miami Dade County Product Control Ap13roi.►es2, unle6oderwise�•••. noted herein, •• •• • ••••;• RENEWAL of this NOA shall be considered after a renewal application has beerLfiled'and there has been • no change in the applicable building code negatively affecting the performance of this Ke4uct. :..... •••• TERMWATION of this NOA will occur after the expiration date or if there has been a'revisio i ar 4=ge 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 Iiterature. ff any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA##13-0206.03 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. DECOUNTY NOA No.14-0317.01 Nff=FMWNf1 Expiration Date: May 27,2019 � B Approval Date: April 10,2014 `�" Pagel Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENC +'SUBiAU.TTFD A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled`Tco-Guard Series-100 Alum. S.H. Wdw.(L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision C dated 02/06/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 - 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI -7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: l)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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,jnc.;']�est Report No.HETI-08-2226A,dated 01/15/09,signed and sealed b-N Candidd .Font, "':•" P.E. (Submitted under NOA#09-0312.08) �����• • 3. Test reports on: l)Large Missile Impact Test per FBC,TAS 20144• •• •• �••�• 2)Cyclic Wind Pressure Loading per FBC,TA7&203 94 •• •': along with marked-up drawings and installation diagram of a X=Amines•:• ••••• horizontal sliding window,prepared by Hurricane Engineering��• ' g,Inc.,Test • .' Report No.HETI-08-2226B,dated 01/15/09,signed and sealedbrUndide F Font, •••• • P.E. (Submitted under NOA#09 0312 08) '••• : • ••• :•••• 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared.by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08 2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Subutilted under NOA#09-0312.08) Manu ez,P E. Product Centr Exa her NOA No.1 17.01 Expiration Date: May 27,2019 E-1 Approval Date: April 10,2014 - 0110 Window Stems LLC NOTICE OF ACCEPTANCE• EVIDENCE SUBB+IITTED B. TESTS(coNTTigm) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram window, re of a XOX aluminum horizontal sliding ,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Subfsuitted under NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminutx••• horizontal sliding window,prepared by Hurricane Engineering 4:Tpsong,InC,'Fest ••••:• Report No.HETI-08-2229,dated 01/15/09,signed and sealed b ' Can$ido Ta'.'�`e} , •• P.E. 0000.. (Submitted under NOA#09-0312.08) •....• 0000.. 0000 .. 8. Test reports on: l)Large Missile Impact Test per FBC,TAS 20f-9*•• •• ••••• 2)Cyclic Wind Pressure Loading per FBC,TAS 2D -44. :000:0 ••�•• along with marked up drawings and installation diagram of a Xq, unum • horizontal sliding window,prepared by Hurricane Engineering$TBs&g, est ••••:• Report No.RETI-08-2230A,dated 01/15/09,signed and sealed by Vapdido-.Inc.,ipont, P.E. .. 0000 (Sitbndued underNOA#09-03X2.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with-marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09 0312.08) Ma u ere P.E. Product Cont 1 miner NOA No. 0317.01 Expiration Date: May 27,20.19 E-2 Approval Date: April 10,2014 Eco Window Systems LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2010, dated 02/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RM) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to EX DuPont DeNemours & Co.,Inc. - for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12111/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS I. Statement letter of conformance,complying with FBC 2010,and of no financial interest,February 24,2014,sighed and sealed by Javad Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Chief,Product Control Section. o• G OTHER •••• •••••• i 1. Notice of Acceptance No. 13-0206.03,issued to Eco Window So.Fgs,LLC fq;their Series"Eco-Guard 200"Aluminum Horizontal.Rolling Window.:LM.I'e, proved :'"' on 05/02/13 and expiring on 05/27/14. 6000 • 0: 00:000 1 6666.. 6666. 6666 . 6666.. e •6666• • • • Manue!Fe .E. Produet Control xa er. NOA No.1 7.01 Expiration Date: May 27,2019 E-3 Approval Date: April 10,2014 I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • -----.--lH-- 3 1/2'MAK. a 4' 3 1/2'MAIL . • • 10 MAK. • • HEAD ���� •• ." •. rN �- •�• ••! � M m� �Q 1f1 r;�j;r e s �SU�MUN31 1/4" 32 3/4" 323/4' 32 3/4` y MAY 9E U D.L.OPti. D.L.OPO. MAY O.L OPG. D.L.OPG. 39 7/8° NEIN VEIN Wm ECO—GUARD SERIES-200 n TYPFCAL ELEvanONs ALUMINUM HORIZONTAL ROLLING WINDZ o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER tri CHARTS SHOWN ON SHEETS 2. 3 z APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE a THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER SHUTTERS ARE NOT REQUIRED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING W8pU a' TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. LOWER OEM PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. t/8"HEAT STRIEWD.buss THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I/8•HEAT STREWO.CLASS 1/8'HEAT ST EN'D.MASS 5/18'AIR SPACE HURRICANEENTS OF THE FLORIDA BURWG CODE INCLUDING HIGH VELOCITY .OHO'INTERLAYER 990°INTIRTAYER 1/8"HEAT STREN'D.GLASS WOOD BLUM BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER B il BUTACRE PAWS BY'OUPONT' SENTRYGLAS BY'DUPONT' DOW INTERLAYER LOADS TO THE STRUCTURE. 1/rT'HEAT STREN'D.GLASS t/8"HEAT STREWO.CLASS BUTACITE PV8 BY'CUPONT' ANCHORS SHALT.BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 4 . 1/B'HEAT STREWD.MASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SILICONE SILICONE ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DDOW E S(.a�^2ING 898 � DOW CORNING 899 g NOT PART OF THIS APPROVAL OE SCS 2000 F SILICONE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. iq 5 S DOW 889 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT c m v o m COME NTO CONTACT WITH OTHER DISSIMILAR MP. SHALL MEET THE m m m REQUIREMENTS OF THE FLORIDA BLS.CODE SECTION 2003.8.4. Engr:v atuun Y 23 Fla P`E"''70,M 10 10 CAN. G���V1 0 281 B CARO M.XL ,� GLASS TYPE 'A' GLASS TYPE 'B' ESE SM GLASS TYPE 'C' NOCGG LAZINIC SIN L LAM Gtass �' tit tfiibmi Proeuacan drawing rro. LEG To CLEAR BLOM W09-12 GLAZING OPTIONS `� sheat I of 7 . . .•• . . • ••• • • ••• • • • • ••• DIM IM CAPAI RTY-PSP(XD.01 OR X8 SMS) DESIGN LOAD CAPACITY - PSF(XOY S)Z10• . •IT}Si0 OLOAD CAPACITY - PSP (SOX SIZES) ��V V/0 NEW. MIRE 112w. Ia a Rsii .• : : . • •. M 0 Rvw. wrH RE114I'. DIM TIM aim rips 0IA96 TYPE I 0IAES TM 91AW TYfB GIJ=TTpE • • TPa alAss TfRs au188 TVN MOWN DIMS. A •A' s• '0' WHOM DIM A 'A' � • •� • • i � A 's C VDIN HUM t]R.(+) OTT.(-) EXT.(+)W.(-) W4+) INT.(-) tA90iH HatttiT wo Oiu-) EXP.(+) .(-) Eno) 9Vf.(-) 1ADTN f976tR k_;(;4) 8NT-(_) EXfd+)94T.(-) W.(+)91T.- 26-1/Y 4 70A 80.0 BDA 90.0 70.0 80x 74' 8 70.0 80A 80.0 90.0 70A Sao 74' 9 70.0 $0.0 -80A 90.0 70.0 110.0 37' Or 4 70.0 80.0 80.0 80A 70.0 Boo 108-1/4• 3) 12 70A GOA BOA 90.0 70.0 Bao 106-1/4- r� 12 70.0 80.0 Bao 90.0 70.0 SMO a3-1/a• (3) 6 70.0 BOA 80.0 80.0 70A WA 111• 12 70.0 BOA ODA 90.? 80 • f• •� 12 70.0 aoA 80.0 sox 70.0 80.0 74" 8 70.0 80.0 80.0 00.0 704 80.0 74" 3/B. 9 70.0 80.0 s0.0 7Q� 80p • � 36 3 9 70x 80A 80.0 80A 70.0 80.0 26-1/2• 4 70A BOA 80.0 90.0 70.0 80.0 106-1/4• (� 12 70.0 60.0 8oA Sao 7dD 80. 0 • 100-1/4" (��• 12 - - 90.0 911.0 70.0 8.0 � a 37- 38-3/B- 4 Tao eao 8DA 90.0 70A 80.0 111• 12 70.0 Sox 80.0 • • 12 - - BOA Sao Tao BOA 83-1/8' C3) 8 70.0 80.11 80.0 90A 70.0 80.0 74' 9 70-0 80.0 60.0 90.0 70.0 Bao 74" 90-8/8' 80-8/8' 9 70.0 80x BOA 80.0 70A 80A i 74' 8 70.0 80.0 80.0 90A 70.0 80,0 108-1/4' (+) 12 TOA BOA 80.0 00.0 704 80.0 (0.) �a 26-1/2• 4 70.0 ODA 90.0 80.0 70.0 80.0 111• 12 70.0 BOA B0A WA 7W 6ao 74• 83• 8 70A 70A 80.0 •0.0 70.0 B0.0 37- 110-B/e' 4 70.0 Bao- 80.0 OOx 70A 80.0 74" 8 70A "A 80.0 90.0 70.0 80.0 (a) >R 93-t/9° (a) s 7oA BO.o �A 90,0 70.0 $0.0 108-1/4' (8j 12 70.0 10.0 !%f.0 82x lox 80.0 72• s 70.0 90x 80.0 Sao 70.0 80.0 74• a 70A 80.0 80.0 00.0 70A Bao 111• 12 70.0 70.0 80.0 80.4 Tao 80.0 84'' 24" s 70.0 60.0 80.0 90A 70.0 80.0 20-1/2• 4 70A BOA 60.0 80.0 70,0 90.0 72• 9 70.0 80.0 80.0 WA 70.0 BO.o 9B• (2) 12 70.0 BOA 1wA s00 70.0 80.0 37• �• 4 89.9 77.6 80.0 $ox 70.0 80.0 84" 24' 0 70.0 80.0 80.0 90A 70.0 sox 1o" 12 70.0 80.0 80.0 90.0 70.0 60.0 53-1/8• (a) 6 70A 70.0 SU 90A 70.0 60.0 96' (2) 12 70.0 Box _80.0 GOA 70.0 80.0 72' 9 70.0 BOA BOA Boo 70.0 BOA � J 74' 8 70.0 70.0 WA 80.4 70.0 800 108' 12 704 80A 80.0 90.0 70.0 60.0 64' 38' 9 70.0 BDA 80.0 WA 70.0 80.0 24' 4 70.0 80.0 80.0 ODA 70A 80.0 7Y 9 70.0 80.0 60.0 90.0 70.0 80.0 98' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 g 30• 4 704 BOA80.0 BOA 70.0 80.0 84' 36' 0 70.0 80.0 80.0 80A 70A B0.0 108' - 80.0 OOA 70.0 60.0 • �l 48" (a) 6 70A 80.0 90.0 90.0 70.0 80.0 96' (3) 12 70.0 B0.0 Bao BD.O Tao 90.0 72" 49' 9 70.0 $0x 80.0 904 70.0 80.0 so" 8 704 80.0 60.0 90.0 70.0 80.0 108" 12 70.0 80.0 BOA 90.0 70.0 804 14" (4) s 70.0 70.0 80.0 90A 70.0 80.0 72' 8 70.0 80.0 60.0 90.0 70.0 804 72' s 70.0 80.0 80.0 90.0 70.0 810 8s' 12 70A 70.0 80.0 1 90.0 70.0 80A 24' 4 70.0 80.0 60.0 904 70.0 80.0 84• 48• 9 70.0 Bao 80A 90.0 70.0 80.0 g 70.0 70.0 804 Box 70.0 80.0 n 38• 36' 4 70.0 WA 80.0 90A 70.0_ 80.0 96" (4) 12 70.0 80.0 80.0 80.0 70.0 80.0 1 1 Om 48• (3) 6 70.0 Bao Bao 90.0 70A 90.0 108• 12 70.0 MA 80.0 WA 70.0 810 A e NO. OF ANCHORS PER HEAD& SILL O 60" 8 70.0 80.0 80.0 60.0 70.0 80.0 72" 9 70.0 70.0 60.0 00.0 70.0 80.0 () - NO. OF ANCHORS PER JAMB Z 72' B 70.0 80.0 80.0 90.0 70.0 80.0a4' 80' 9 70.0 70.0 a" 90.0 70.0' 80.0 24' 4 70.0 80.0 Bao 00.0 70.0 80.0 98' (B) 12 70.0 704 BOA 90.0 70.0 80.0 0 3s' 4 70A 80.0 Bao 904 70.0 80A 108" 12 70.0 70.0 80.0 87.8 Tao 80A V 8 46' as' 6 70.0 80.0 80.0 _WA _70.0 a" A - NO. OF ANCHORS PER HEAD&SILL $$ W 60• (4) 8 70.0 80.0 BOA IWO 70.0 B10 N0.OF ANCHORS PER JAMB (1/419) (1/211Q (1/44!) ( ) P. 72• a Tao eoa mo 90.0 Tao BOA 24' 4 70.0 80.0 60.0 90.0 704 80.0 3r60. 4 70.0 Bao 90.0 00.0 70.0 80.0 49• 6TOA 70.0 80.0 ODA 70.0 BOA (1/341) I (1/-) (1/34!) 80' 8 70.0 70.0 80.0 90.0 70.0 80.0 i1, OPERATING VENTS TO BE 1/4 OF THE WNDOW WIDTH S 72• 8 70.0 70.0 60A 87.6 70.0 80.0 A = NO.OF ANCHORS PER HEAD &SILL () m XOX' NO.OF ANCHORS PER JAMB ' OPERATING VENTS TO BE 1/3 OF THE WINDOW Wi TH NATE: • r GLASS CAPACITIES ON THIS SHEET ARE $e S NOWAND FLORIDBASM ON A BUILDING COMMISSION' GUSTS) g Q m o DECLARATORY STATEMENT DCA08-DEC-219 ° %AVDJ� WD PRODUCTREVORD Ff.4.PE 7•S92 88 o0ipayl �l�PloriBu LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS OLD WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Dme • j jy 'XO OR OX' FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL gy FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF ! �:�f� .''";� �4 M Pradmi prim SEE SHEET 4 FOR DETAILng rfo. ; W09-12 Lr' sheet 2 o17 • • ••• • • A ••• • • ••• • • • • A. WOOD BUG�C I E + SPACN9 SAL TYPICAL ANCHORS • 00: •• • • • ••• r` snaxi IRE SEE FLEV.FOR SPACING • • • • •• •• • t• v • • •• • d /• d a °•.4.a,e e • I/ddF•OAVX:CQtI AAPNPRp lY 1 °.•e e {. 'a 4•' ° •1- WENPARATE "�""! • ••• • •,6. .°, „r's•.v1• SEE I n 17 ♦ • 19 19 ' , •i • i • • i• •• 1G. 1 � i63Ej TYPICAL ANCHORS TYPK7d.ANCHORS SEE ELEV.FOR SPRING SFE ELEV.FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. m-PHOT FSTYPLCAi ANCHORS SEE ELEV.FOR sPAm W1 - 3/8" X 2-1/4"WEEPHOLES AT EACH END 1/4'DUl. WCON BY '11W (Fu-120 KSI,FYe92 MO N a AND 37' O.C. MAX. 1L4" e_ n roern., w O =' (Fu=177 KSI,FT-155 NSI) SEALANT INTO 29Y WOOD BUCKS OR WOOD STRUCTURES c ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1-1/2" MIN- PENETRATION INTO WOOD JOINT SEALER. THRU 18Y BUCKS INTO CONC, OR MASONRY 3 m' s 1-1/4' MIN. EMBED INTO CONC. OR MASONRY O- J DIRECTLY INTO CONC. OR MASONRY nwi` 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 414 SMR OR SELFui DR9 Lfl\0C^nE1N^ (�qpE 2 CR9) INTO METAL STRUCTURES STEEL : 1/8'THK. MIN. F ALUMINUM : 1/8'THK. MIN(8083 T5 MIN. . � e (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 14 ib 18 414 CMC OR SEI F DMIM SpRm (GRADE 2 CRS) INTO MIAMI-DADS COUNTY APPROIED MULLIONS (MIN. THK. 1/8') R (NO SHIM SPACE) 2 ^' TYPICAL EDGE DISTANCE Q 18 I a INTO CONCRETE AND MASONRY- 2-1/2' MIN. INTO WOOD STRUCTURE = 1"MIN. INTO METAL STRUCTURE 3/4' MIN. `o 3 fX N ifS~81 e C.ONO MTE AT HEAD, SILL OR JAMS M0- 3000 PSI MIN. <m u o I C-90 HOLLOW/RLUM BLOCK AT aftS f m = 2000 PSI MIN. •r,.,. *` .`•f., .< I ° d °. .. PitumcFRgvow Cht .• ye. 'A '�.s '°,• •ow• CAN.FLA PE I 7eb92 SuRdfug Cade ifh fh0 P10dde ` e .d ie ,•� ° •a .• o AccaPle,tcallo �, a1t` • •'E, :g' I S I TYPICAL ANCHORS a p °, SEE ELEV. •. i8Y I SEE ELEV. E;,:•,•, 1 7 „ Wi FOR SPACING WOOD w" FOR SPACING fr t,:I,V� .��lY+ ij61 Mlmni 1Cdatrol drcWing no. c WO9-12 sheat 3 of 7 . . ... . . . ... • • • • • • • • • • 1/4'MAX 518yS •.• • • • ••• S111N O © O • •TYPICAL ANd0 • •• • 21 B T 8 6 • FOR SPACM • • • • IYPICAI.ANCHORSFOR SPACING _17 • •.• •.• ••• • P.v e. METAL 17 ••• • • • • •• • STRUCTURE '• • • • • ••• • • ^'SCREEN OFT. ---- �•i • • • • • •.• •• 4 1 STEEI.Ri]NFORdNG i, 12P 1WWD SEE SHFfl 2 FOR CAPACITY .'.o ��}• -- LIM WIDTH 77TYPICAL x0 Iayou r ilii aas P SEE ELEV p_M' NO 1/4'MAX. VENT WIDTH vm vom 1/4'1UVt. SHIM D. OPO. `. DA.OPO. Q 2 B O 7 TYPICAL ANCHORS ,7 ,DR SND v. zz$li RZ SCREEN OPf _^-_^ WOOD STRUCTU n- � SCREEN -^_--^.. I a ..^^ Q c} wc) e 4 8 17 . O I, 1 QL DAO. SIM REINFORCING Y (ey WOOD BUCKS AS Rm. EXTERIOR WtD,fN SEE SHEET 2 FOR CAPACITYwwm .••a Rol 101 LAXID IAIATD—DARE COUNTY �+�' APPROVED MU,LION Mick ANCHORS SEE SEPARATE NOA SEE ELEV.FOR SPACING H nZ d ' Ramo e Ener.JAc AH PRODUCT RRVm CC.A,N','CJS >Tq � /1m Ptaf,d0 !• ---SCREEN on. A AccePt�oo� Qp S � � � --"-- f3xplrmionDrtta •�Oig i >� r f 'iK ply j� d�rtaml� no. W@lDOW WIDTH WIP100TY WIDTH ! v' sheet of . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ... ...WAL r1l ;. .:. . .... SEE ELEV.FOR SPACING SEE EM.FOR smm ; ; -0 COUNTY A • •• ;•..6 •'.o;•• f MuuaN k NeLUON ANCHORS • • SEE SEPARANE Hon • • • T irs. ALT \ • • • • • • •00 0 • Pt as ANCHORSTyPtCAL SEE ELEV.FOR ncuvo y, vi Me 1/4"UM. o go SHR.6 A.T. 4 wZ91 B MCAL AHCHORs a �y SEE ELEv.FOR SPACtNO SEE ELEV.p s A.T. IN:iPALLATION DETAUS WPPH FLUStt FRAME AhA o "AMM PROD=RBVIM .•vs .v. I •v FL� 703� roc®t�ylt�wGhlhaFlotlda � .�,� Auu� CAwtbb _ '••.P s A�sapimroo NO Doc .'r'tf;~! tFrl nitmni PtadYvl drmving no. U4 W09-92 sheet 5 of 7 .. .. . . . I% .. . . . . . . . . . . . . . ... . . . . ... I�-• -2.790 1A97 IT861 PART QDANTjrY DESCRIPTION WATBRtAL MANF./BOPPUn/REmM .8� FRAME SM-76 .719 3/16' t. 2 •PM1 • 1 • 0083-TO - �� I •1 • FRAM'W6 •• • 00 .e1J 1.43a ��� •J •FT703 • 1 • SU M -_ .- 8067-76 FY205 •44�OC.• .FRWE•IAMB• 8087-T8 O 3249 D82 1.718 S FYI01 AS REOD FWW FRVX JAMB 6�-16 - 1.140 t2 O 7 FY104 t/VENT FIXED um Pak 6667-TB am-T6 8 813 VENT TOP/BOTTOM RAIL STEEL REINFORCING 8 • • / S=• 6083-T6 - 0FYR1! AAD RAP. 6083-T6 A 1 2 .918 10 •tYiPe• •asQEOO BFAD(l1M GLASS) 6063-T6 - vx 1� IOA • FYAO• 14 REDS. 1.140 1.910 ta30 Lal.sass) eons-re .719 - AS REOM REMFORCINO BAR STEEL _ w .048 .803 .049 .803 12 - AS REM ROWORCMO OAR a7 Q FRAME HEAD 2.248 13 Ft$o4 AS RTEO0. ADD-ON SILL RISER 6083-1e USE AS REQO. 'ter 1.140 1.047 1.047 14 FY20B 4/VENT ROLLER H011SMG do CM Ca txMi O1 1.140 1.610 •082 15 FY209 VENT ROLLER BRASS _ 10 GLAZING BEADS Is FY210 2/VENT ROLLER PM ST.STEEL �d 1a4a 17 08 X 1- AS RE11D. RM/VENT ASSEMy xREWs 0118 PJL SMS •BL 18 IS X 3- 2/VENT FDL RAO.SILL SCREWS(SIU.ENO) CRS P.H.SO g UO JAMS STILE Is W23181 AS REOD. FM SEAL W'STPoPPINO ULTRAFAS _--- W 20 0700x190 AS MMO. BULB SEAL O-LON SpLLEOEL 2083 21 E207 AS READ. eULO SEAT. SANTOPW-W ULTRA M OUR04LETER 8939 (/f 3.678 1.280 22 E20J AS REQO. GLAZING AD BULB SANTOPRW ULTRAFAIL DUROUETER 6519 ATO 2807 23 FLO-So AS REOD. GLASS SPACER SILICONE FRANK LORE rr 24 SL203P 2/VENT SWEEP LATCH - SULLM1IMJ k ASSOC. -III. 1.140 1.340 25 X 1/8- 2/LATCH LATCH MST.SCREW Sr.STEEL ON SMS D62 28 WAX 2/WOW. WEEP VALVE - FREFERRED ENG.PRODUCTS ILI .900 27 1/VENT 9/19-Box SCREEN -- i OPTIONAL. 1-344 26 FY120" - FLUSH FRAME ADAPTER - 006J-T8 oPnowaL --_2.750 - - 2/UTE SETING BLOCK EPDM QUROML7ER 7915 SHORE AMEETING RAIL FRAME SILL 2168Lata ppp{{{ .340 412 1.-322 1.202 D02 0 1.375 S SILL TRACK O e FIXED MTG. RAI, .1X107t4 .780'(�- gill F' .08212.7TD12 2.612 A750 PROItUCFRSVt86O082 CC,AN 76592 DWW4�tleaPiwtdq 600 ticallo 1yS?�,;; ' lbrylmUonDste 01 Bs9 L•,r1/1 1 U 4.N 4 1.867 t.06gytl� Miam droving rro. ® MOV. FRAME JAM@ ® W09-12 FXED FRAME JAM@ ® FLUSH FRAME ADAPTER `= eheal 6 of • • ••• • • • ••• •• •• • • • •• •• • • • ••• • • • • ••• f' p 70 17 (t V O FnAIdF TOP GORNER � 1 VENT TOPJM3TOM p,� 'Ls W ori C poll META A fn•s.61YAD gygy} gg .FRAME BOTTOM GORNCR CIA �1h� N , FIA.PE 7W92 18 ftcam QAN. � B—PMIrooNo ion Dora 8 droving no. nn MTG RAI] DORM / M1 ProduM Con4p1� ''f ( W09-12 sn+3et �or M IAWDADE MIA -H-RADE COUNTY,FLORIDA ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room= BOARD AND CODE ADWEMSTRATION DIVISION T(786)315-2590 F(786)315-2�9R _NOTICE OF ACCEPTANCE (NOA) www miamidade&ovLe_oemmv Eco Window Systems,LLC 9114 NW 106 Street Miami,M.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.T.. 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 seated by Javad Ahmad,P. E., bearing the Miami Dade County Pr(A%t Control Section Approval stamp with the Notice of Acceptance number and Approval date by the)t4ffii Dadq.... 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 pMe or loge,city, staff••• series, and following statement: "Miami--Dade County Product Control Approved'1JAess olli vite noted... herein. • ..:..: . . ..... RENEWAL of this NOA shall be considered after a renewal application has be*eh filed and there has be8d••:• no change in the applicable building code negatively affecting the performance of�lite pr oduct. 0. 0 • TERMINATION of this NOA will occur after the expiration date or if there has been a revAW 8'r change in the materials, use,and/or manufacture of the product or process.Misuse of As 440A.as an-e1dgmemQ••• of any product,for sales,advertising or any other purposes shall automatically terminate this NOM Failure to comply with any section of this NOA shall be cause for termination and temoval 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 consists of this page I and evidence pages E-1 and E--2,as well.as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.Til. _ MIAhSFD14�H courrrtr r s '� NQA N�r:1, 7r9 r(�- t B%piration Date: 0ober23,2019 Approval Date: October 23,2014 Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS I. 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-09-2192A, dated 01/15/09,signed and sealed by Candido F. Font, P.E. 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 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 HETI-08-2192B and HETI-0"166C, 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 p rFBC,17Mx•02 94... •• 3) Water Resistance Test,per FBC,TAS 202'94 • •••. . • 4) Forced Entry Test,per FBC 2411.3.2.1,AZrT �S 202-9j" ••'• along with marked up drawings and installation diagram p[.; clipW 9 umin ••% mullion single hung window,prepared by Hurricane Engineering A Tesangt Inc.,Test••• Report No. HETI-08-2166A, dated 01/15/09, signed and sedod i y Caoddq.F. Fonl,•••• .E. .. .. ...... . . . . ...... C. C CULATIONS •••••• Anchor verification calculations and structural analysis, complying with I1B:p 200**• and FBC 56 Edition (2014), prepared by A1—Farooq Corporation, dat6d 03/05114, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS I. None. Jahne A Gascon,P.E. Product Control Section Sqpervisor NOA No.14-e529.16 Expiration Date: October 23,x019 Approval Date: October 23,2014 E--1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC2010 and FBC 5a' 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 HMi 48 2192A, HEU-08-2192B, HET148 2166A and HET148 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.Gascony.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 233,2014 E-2 . . . . . . . . . . 00 • _- q� 4AOO • Hic 1 . .. 1 _ IWlilt jii �''" TYPICAL Q a I i_ ��IIIPPP��TOUIZINO PRODUCT' 7VL o R 0 as r T 1.00O 4 t WNOOW FRAME oAaO 3.000 4=0 V SKVESz TUB"W63—T 0 AND VA SYSTEM t5 RATED FOR MI—O E COU IMPACT, 8000 ALLOY m 0083_ J of AND CAN BE USED WITH ALL MWMI—DARE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCT'S. -i rr RECTANGULAR ALUMINUM TUBE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PR001MS mn HORIZONTAL OR VERTICAL 3 USING MULLION PROPERTIES ONLY O c� NOTES: SEE WINDOW OR DOOR APPROVAL FOR FASTENERS STLFS AND SPACING IRIS PRODUCT NAS BEEN DESIGNED ANO TESTED TO COMPLY WITH THE Z ZZ$ REQUIRELILTNI8 OF THE FLORIDA BUILOINC CODE INCUWINO HIGH VELOCITY 5 Y y HURRICANE ZONE(HVHZ). ALL(RAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE � (��8 APPLICABLE ILUILOND CODE REQUtRElLEN1'S I.Fs WIND LOAD. WATER W rn INFILTRAIWN,fORCEO QTTRY RESISTANCE,SAFEGUARDS ETC. WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE. ANCHORS SHALL BE AS LISTED.SPACED AS MOWN ON DETARS,FAISEOMEM TO BASE MOMAL SKLLL BE BEYOND WALL COV MG(STUCCO.TRF ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD WRATIGN 4NlDiEM IS USED N OEM OF ANCNORS INTO WOOD ONLY. MATDdU INCLLODNO SLIT NOT EYES TO STEELlMETLAI,SCREWS,THAT cm INTO CONTACT VOTH OM MMMAR MATERIALS MEET THE REO11IREMINTS OF THE FLORIDA BLOD.COOS INSTRUCTIONS USE CNARFS AND CRAM AS FOLLOWS. $ . STEP 1 FOR P RT LAR LOAD REQUIRED PER ASCE 7 0 FOR PARTICULAR OPENING. STEP 2 WE MWA—DAOE COUNTY APPROVED GLAZING PRODUCTS + MEEING ABOVE LOAD REQUIREMERM STEP 3 USE CONNECION TO MUWON AS PER PRODUCT EqR JM MMAD y T NG NARIS ON SHEET 3 SELECT IUMON SIZE WITH FIA C70892 AN, LNSC 222333 STEP 4 INSRUNG MORE THAN DESIQN LOAD SPECIFIED ARrTovmtl n AOS 44 R 5&e gc N STEP t ABOVE FIm4I0Build USING ANCHOR TYPES ON SHEETS S TMOT 8 AND ANCHOR CHARTS NUA _ STEP 5 ON SHEET 4.SELECT ANCHOR TYPE WITH DESIGN RATING M 't ,r c ;/. 1 a�O droving no. eroRE THAN THE DESIGN LOADS sPECIFIEo N STEP T ASM M14-01 {;,.r en99I ors �, • • • . i . . . • • '1.000 1.000 aa� -.128 .373 • .� : • a'yp� -.128 -2.000- -T 2.000 .280 (Ir -1 1.000 1.000 •LN • • i q .123 •373 • • • • • • z see lee 0 .128 F 4.000 4.000 .123 4.000 —.125 y�o 3.000 LU L • • •• •• • • •�' • 0.000• • •• •• .128 .�0 Q� a & m .9901 wta Ia= 2.0374 IN\4 Ix = 1838 Data Ix =3.1878•\a Ix m 2.97ea W\4 ��� Sx m .0338 M\3 Sx d 1.0187 M\3 Sx ti 1.0284 Nts Sx m 1.5839 W\3 $x m 19762 Mt3 yj 1X3 1X4 1X3 1 X 4 2 X 4 STD, MU ION Srp, M n ION CUSTOM MULLION CUSTOM Lu 1 tool STD. MU I ION 0083-T8 8083-TB 8093-T8 0083-TB 8093-TB JUJ LJ— Ix -0.2737 \ Ix m 19.203.1W\4 w J 8x a 27888 01\3 1Wt Sx=9.0877 7113 Z N STD MUs ION HEAVY�1 ION g 8063-T8 8083-T8 F co n o ZZy� W�,S 713 1.718 228 .TtY2P8 2.129 128 2.123 nP. a>d yh gg181Ow aooO D�da�171a0a G ILL MOAO 8.800 6.300 2.020 • NOTCH NOTCH OPTIONAL 1lY OPTIONAL. tea• °c ABPL 14N. CIVIL FLA.PE ANY. 0 1/2•WN. UK o C."!"70M 6 ® } IAY 2014 drawing ANGLE-BLIP M n ION CLI MULLION cola �� ... M 14—01 808.7-T8 808.7-T8 'i J sheat 2 of 4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DMON LOAD CAPAOTTY-PSP(TUBE MUL130NS) DESON LOAD CAPACITY-P8P(TUBE MULLIONS) • ••• DYSON LOAb CAPACITY t PSAs(1'118&MULLIONS) 4 NUM'ffDIM8. 1X3 1X4 1 X3 1 X 4 8X4 2 X 6 9X8 "M11 I'M 1 X9 1 1 X4 1 X 3 1 X 4 1 11X4 1 2X8 3 I 1X4 8X4 8X8 2X8 III=(W)MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WMTH(w)MULL Vm STD. STD. CUSTOM CUSTOM ETD. STD, H�A IPIDTH N MULLOSPAN 8TD• BTOM M. STD. HEAVY 19-1/8• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8• 74.6 12MO 1 120.0 120.0 120.0 120.0 11Q00 9-1/8° ••• - 89.3 55.3 120.0 120.0 Z � 28-1/2' 1204 120.0 120.0 120.0 120.0 12OA 120.0 26-1/2' 53.8 11&4 87.1 120.0 120.0 120.0 120.0 28-1/2• - - 42.8 39.9 111.0 120.0 ro 30• 120.0 120.0 120.0 120.0 120.0 120A 120.0 30' 474 101.9 7&9 120.0 120.0 120.0 120.0 30' 37.8 35.3 9&i 120.0 1" 37' 120.0 120.0 120.0 120.0 120.0 120.0 1200 37• 38.8 824 82.4 120.0 120.0 1204 120.0 37' - - - 304 28.6 799 120.0 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.8 58.0 113.9 10&4 120.0 120. • 4t • ••• - • 274 28.2 70.1 12D-0 48• 38-3/9• 120.0 12*A 120,0 120-0 120.0 120.0 120,0 48' 74-t/4' 29.7 83.7 48.1 99.7 93.1 120.0 120.0 4i'• 1201• •t •- •- 23.6 220 81.3 112.6 84' 120.0 120.0 120. 120A 120.0 120.0 120.0 w 26.4 58.8 427 8&0 827 120.0 120.0 • 6� • • • � - • 2tA - 844 100.1 � y 80' 120.0 120.0 120.0 120.0 120.0 120-0 120.0 w 23.8 51A 311A 79.7 74.4 120.0 120.0• BP • • 7 •7 •- - 494 90.1 }j 88' 112.5 120.0 120.0 120.0 120.0 120A 1204 80' 21.8 48.3 3&0 72.8 67.7 120.0 1204 �' - - - - - 44,8 814 72' 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72' - 42.8 32.1 089 820 120.0 120.0 72' - - - - - 404 78.1 D< 16-1/8' 120A 120.0 120.0 120.0 120.0 1204 120.0 19-1/8• 81.8 110.4 834 120.0 120.0 120.0 120.0 19-1/8• - - - 44A 414 11&8 120.0 28-1/2• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 00.2 120.0 11&4 12&0 120.0 28-1/2' - - 32.1 30.0 83.4 120A LL 30' 120,0 120.0 120A 120,0 120.0 120.0 120.0 30' 32.8 70A 53.1 110.2 102A 120.0 120.0 30' - - - 28.4 20.8 73.7 120.0 W 37• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 2&8 87.1 43,1 89.3 $14 120.0 120.0 3Y - - - 234 214 89.8 109.8 42• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.8 120. 120.0 42' - 20.3 - 52.6 0&7 48• 42• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 84' 20.5 444 3&2 88.8 843 120.0 120.0 48" 132' 48.1 04.6 b4' 1748 120.0 120.0 120.0 12&0 120.0 120.0 84• - 39.1 299 61.2 87.1 120.0 120.0 84' - - - - - 40.9 75.2 U BO° 103.3 120.0 120.0 120.0 120. 120,0 120.0 80' - 353 2&6 65.1 SIA 1128 120.0 00• - - - - - 389 87.7 88' 94A 120A 120.0 120.0 120.0 120.0 120.0 88' LAI - 324 243 80.1 4&7 1024 120-0 88' - - - - - 33,8 81S Z M' 88.1 120.0 120,0 120A 120.0 120.0 120.0 72' - 293 221 459 429 93A 120.0 72' - - - - - 30,7 88.4 0 N _ 19-1/8• 120. 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8• 34.5 744 58.8 1159 100.1 120.0 120.0 19-1/8• - - - 343 324 89,0 120.0 7 28-1/2' 120.0 120.0 120.0 120.0 120.0 1200 120.0 26-1/2• 249 53.4 403 83.5 7&0 120.0 120.0 26-1/2• - - - 249 23.1 843 11&Q 30' 120.0 120.0 120.0 120.0 120.0 120.0 120M 30• 22.0 47.2 3&6 739 0&9 120.0 120.0 30' - - - 219 20.4 589 1043 W 37 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37' - 303 2&9 59A S&O 120.0 120.0 37, - - - - 48.0 849 j 42• 1019 120.0 120.0 120.0 120.0 120.0 120.0 42' - 33.7 2&4 527 49.2 120.0 120.0 42" - - - - - 404 74.8 F- 48' ,50-8/8' SU g. 120.0 120.0 120,0 120.0 120.0 120.0 48' 98' - 29.5 22.3 46.1 43.1 1079 120.0 48" 144• - - - - - 359 85.2 54• 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 414 38.3 959 120.0 84' - - - - 31.5 87.9 Z Z 80' 71.1 114.5 11&2 120.0 120.0 120.0 120.0 80' - 23.8 - 36.9 34.4 '88.2 120.0 80• - - - - 28.4 827 $ 88' 84.7 104,1 104.7 120.0 120.0 t20.0 120.0 Or - 21.4 - 339 31.3 78.4 120.0 86" - - - 28.4 47.4 p 72' 58.3 90.4 96.0 120.0 120.0 120.0 120.0 72' - - 3&7 2&7 71.8 120. 72' - - - - - 23.7 43.4 S 111-1/8' 120.0 120.0 120A 120.0 120.0 120.0 120.0 19-1/8' - 81.3 7&9 120.0 120.0 W Ot. 20-1/2' 6&1 120.0 120.0 120.0 120.0 120.0 t20A 28-1/2• - - - 50.7 549 120.0 12oA aRCHfS TO BE INSCRIBED 30• 779 120.0 120.0 120.0 120.0 120.0 120.0 30' - - 519 48.4 120.0 120.0 ISME RECZN40JLAR SHAPE HOR2OMAl muwGN 37" 03.1 119.9 102.1E120.O 120.0 120,0 1204 37' 420 39.2 109.1 120.0 42• 58.8 1115.8 90.0 120.0 t20.0 120.0 42' - - - 374 349 8&1 120.0 :�G�1Q 48" a3• 484 92.4 78.7 120.0 120.0 120.0 48' 108• - - - 32.4 30.2 84.1 120.0 f PROD= 84' 433 823 70.0 120.0 120.0 120.0 54' 269 289 74.7 120.0 MULLION � 80' cT 384 739 834 106.0120.0120.0 ' 289 24.2 673 120.0 88' 3&4 87.2 s73 983 120.0 120. 88' - - - 23.8 ago 81.2 112.3 pR� PROWNG324 619 529 90.0 120.0 120.0 72• - - 21,0 2&2 $6.1 103.0 GLAZING GLAZING ALL LOADS ARE EXT.(+)/INT.(-). PROOUCI PROGUCI NOTE: 1Y1 W2 MULLION SPAN o MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS JAWa FlA. X7gg ' 92 �^ APpnwed LIRA eyh�'i�tt$co Wt +wz ° 19mida D 2 +9$ MOnI.. .. � ,.. 3 4� drOwin no. MULLIONS "' '- :t M 14-01 . ... . . ... % .. % .. . . ... . . . . ... DESIGN LOAD CAPACITY -PB9 DESIGN LOAD CAPACITY - POF DESIGN LOAD CAPACIR9t -PSP [11 WINDOW Date. ANCHORS TYPE WINDOW DIME. ANCHORS TYPE • •elNDO Dam • •AN RH TYPB YR07H(9�MULL SPAN 138 134 138 H8 24a H46 YaDTH(1N)HULL 8PA{4 A8 A4 AS B8 Hoa 4b 0 A8• j4 •AB B8 B4a 04fi •M 18-t/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 NOAO 19-t/8` 0 097,8 t A 1 .0 827 90.4 12x0 S 28-1/2" 110A 120.0 120.0 1204 120.0 120.0 28-1/2' 114.2 120A 120.0 73.2' 105.4 1 28-1/2' •0• •IPA e729.Y A2a0 48.3 88.2 908 30` 120.0 120.0 _ 120.0 1204 120.0 120.0 30' 100.8 120.0 120.0 84,8 83.1 120.0 30` 82.4 108.8 120.0 40.0 87.8 50.0 37' t�.0 faoA f20,0 101.4 120.0 120.0 37° 81b 120.0 126.0 824 78.8 104.8 37' 80.8 eaa 1000 324 48.7 849 42' 120.0 1204 120.0 8913 120.0 120.0 42' 72.0 120.0 120-0 492 889 02.4 42' 449 77,7 11x8 28,8 41.1 87.1 48° 38-3/8'r:4 100.0 120.0 78.1 1128 120.0 48" 74-1/4° 83.0 1�.9 1204 40.4 88.2 Bab ° • •I� A OM4 9020 24,0 38.0 86.0 S4' 120A 120.0 69.5 100.1 120-0 84° 86.0 97.7 120.0 38.9 61.7 714 0%0 0 • 91.7• �.4 • 811.7 220 320 44.4 80' 120.0 120.0 828 90.1 120.0 80• SO.4 879 120.0 323 48.5 84.6 • •�� 0 0 • .2 64.4 0 814 200 289 40.0120.0 120.0 88 9 014 113.7 88' 489 76 9 1199 26,4 42.3 68,8• 6e' • • 2e 4• •IB 6•• 74 2 - 28.2 38.4 7Y 120.0 120.0 82.1 78.0 104.2 72' 42.0 73.3 1099 28.9 389 83.9 72- 28.0 48,3 88.0 240 3313 19-1/8' 120.0 100.0 120.0 120.0 120.0 120.0 19-i/8' 120A_ 120.0_ 120.0 894 120.0 120.0 19-1/8' M,0 120.0 120.0 874 82.1 114.1 �p 26-1/Y 120.0 1204 120.0 120.0 120.0 I20A 28-1/2' 100.9 920.0 120.0 84.7 93.2 120.0 26-1/2' 84.2 112.0 120.0 41.2 8913 82.3 30" 120.0 120.0 120.0 114.3 120.6 120.0 30- 89.1 120.0 120.0 87.1 823 114.3 3• 88.7 989 120.0 36.0 824 n7 ILIll 37' 1�.0 120-0 120-0 927 120.0 120.0 37' n3 120.0 120.0 4613 68.7 927 37' 484 8 '" 0.2 120.0 20,8 428 89,0 a 4Y 128.0 120.0 120,0 819 117.6 120,0 42' 03,7 I1163 120.0 40.8 889 81.8 4Y 409 1 70,8 108.0 284 37.4 b19 '�" 42' 111.0 120.0 120.0 71.4 1029 120.0 48" 84" 88.7 97,1 120.0 38.7 81.4 71.4 48• 132" 38b GIA 92.7 22.7 327 48.8 54" 911.0 120.0 120.0 63.8 01.4 120.0 84' 49.8 88.3 120.0 31.7 48.7 83 8 84' 31 8 848 824 20.2 29.1 404 BO° 89.1 120.0 1200 871 8213 114.3 60- 44.0 77.7 116.8 28.8 41.1 87.1 60° (,) 28A 48,8 74.2 - 28.2 38.4 JJ G8° 61163 120.0 120.0 819 749 10.2 1' 4" 70.8 108.0 284 37.4 81.9 �" 28,8 484 874 23A 33.1 N J 72' 74.3 120.0 110.0 47.8 889 98.2 72' 37.1 649 97.1 239 34.3 47.6 72' 23,8 41.2 819 21,9 3013 z is-1/e" 1ao,0 -20.0 t1oA IaOA 12-0 120-0 18-1/8' 120.0 120.0 120.0 78.4 1109 120.0 19-1/8' 81-6 120-0 120-0 82.3 78,3 104.8 26-1/Y t2a0 120.0 120.0 107.3 120.0 120.0 26-1/2' 58.3 120.0 Y20. 08.6 819 1-30 0.8-I/2• GB9 102.8 tzao 370 B4a lab 3 ' " 1�.0 120.0 12oA 84b 120.0 120.0 30' 78.0 120.0 120.0 80.0 72.0 100.0 30' 82.0 90.7 110.0 303 480 88.7 J7' 1199 128.0 120.0 78.9 110.7 120.0 37• 63.2 11013 120-0 40.8 684 81.1 37' 42.2 739 11013 27.0 38.8 04.1 mOD 42` f087 920.0 120.0 67.7 87.8 120.0 42" 88.7 97.1 120.0 36.7 61.4 71.4 4Y 37.1 649 87.1 239 34.3 47.8 48' 80-8/8" 92.4 120.0 110.0 69.3 80.3 118.8 48' 9g° 43,8 88.0 120.0 3I.J 43.0 62.5 48' 144• 32b 88.7 88.0 20.8 30,0 41.7 84' 820 120.0 120.0 82.7 754 108.3 84° 43.3 78.8 113.3 27.8 404 85.8 34- 25.9 80,4 98.8 28.7 974 j 80' 74.0 120.0 120.0 47.4 88.3 84.8 Sol 38,0 000 102A 28.0 36.0 Sao 80' 284 43.3 880 24.0 333 Z G 88- 61.2 117.2 120.0 43.1 82.1 88.2 88' 35.8 81.8 92.7 227 32.7 469 88' 23.8 41.2 819 21b 303 $Z 72' 81.8 107$ 110.0 J9b 88.9 79.0 71` 328 Sal 884 203 30,0 41.7 72' 21.7 37.8 88.7 20.0 279 0 19-1/G• 1200 120.0 120.0 1193 120A 120.0 119-1/8" 108.8 12a0 12MO 69.7 100.4 120.0 W rn 26-1/2' 1'21.0 120.0 -�.o M.3 120.0 12D.0 28-1/2• 78.8 120.0 120.0 50.3 729 1�.6 1TP�p� A�N6 TO sE 9791 BE0 �' 118.9 120.0 120,0 762 108.7 120.0 30' 69.3 120.0 120.0 44.4 04.0 889 PNCC AIMCALAL 91S16E RIVANCUTAR MOPE 37• 984 120.0 120.0 81b 89.0 1200 3Y 58.2 Sell 120.0 3&0 Sig n1 HOR12pMAI Ia1WON 4Y 844 120.0 120.0 54.4 78.4 I088 42' 49.8 6613 120.0 31.7 49.7 839 48' 63• 743 128.0 120.0 479 68,8 95.2 48" IO" 43.3 7&8 113.3 27.8 40.0 88.0 ��� GLAZING 54• 684 118.1 120.0 42.3 014 84,7 64` 385 872 100.7 24.7 38.8 48,4 MULLION o 80" 89.4 103.8 120.0 381 Bb9 76.2 80` 34.7 80.4 80.7 22.0 31.0 44.4 o 08' 844 94.2 120.0 34.8 49.9 69.3 88` 319 544 82.4 20.2 29.1 40.4 PR��Oi !'H +ixC j1 , 72' 49b 88.3 120.0 31.7 45,7 83.5 72' 28.8 50.4 78.6 - 26.7 37.0 4 CLAZINO ALL LOADS ARE EXT.(+)/INT.(-). P PRODUCI ANS .CZE. �-� � ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER tat W2 MUWCN SPAN LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARR.A�ICEMEN S c FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. a (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) wt +w2 AWAO WIDTH {W} GNI. P4uGlaAtY 0416 9m 2 FLA.PE/70892 22 caN. [: ANCHORS ,� 1 NIItY, '3 7.Q14 dmv&g�no.. IM14-01 N-�4of . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ••• . . . ... . . . . ... TYPICAL ANCHORS • ••• • • • ••• 2 PER qJP(1 ON EACH WINO) TTwC.ANCHORS • • • • • •• •• • �� 1 PER ANGLE \\` • • • • • • • • •• \ \ \\\\\\ \ COBE\ ••� • ••• ••• ••• �•• z OR Q OD • • • . • I 1 I FLOATING CUP 2 X 2 X i/S' •• • • • • • ••• •• $ 1� 014 SMS iI i SlrilC FR INSIDE MULL ALUM ANOL$ k&Q! bggAT 1-3/44 PER� I I 114 SMS I-324PERCMI�E I 0: � J GO J 0 Vl .ANCHORS TYPE 'A2' 3 TYPICAL ANCHORS: r CHOR TYPES SUBSTpATg LMT.EIdSED.MPH.EDGE o6f. 1/a'DIA�AN ACCNS BY'ELC O' mu-17 . 18&IQI) CINCRETE 1-3/4'1/4°DIA DRILLING SCREWSMETAL 1/8` 3/4°TYPICAL ANCHORS TYPICN.ANCHORS ( E 8 CRS) Z Z 4 PER CLIP(2 ON EACH WINO) 2 PER ANGLE CONCRETE a 1'e=3000 PSI MIN. Z' Z �• \ �\ \\\ � \ METAL '�e.MW.rr ALUMSTEEL MM(eGs3-Ta MIK)OR rn R I AL E ANCHORS MAY BE HEX OR FLAT HEAD. 'a 1 \ ALL CLIPS AND ANGLES To FIT SNUO INTO TUBE MULLIONS. '- %CLIPS OR ANGLES CONRECTEO CRECiLY TO MASONRY TO BE PROifCTEO ALKALI—RESISTANT COATINGS.SUCH AS mnAftNOUS PAINT OR 1 wATER—w1arE METHACRYLATE LACOm. II I I FLOATING CUP // I SNUG FR UJ m MULL ALUM2ANGLEB- I 1-3/ L J14 SMS 4 O R MIN. 1 324;&0 4 PER CLIP o Engr. ANMAD — g APPrut�d m toy (ring aitl�Ure FHA PES/70582 � � y$ rhnwn BimdGlg C.AN.�JS� TYP�ILIL ANCHORS TYPE 'A4' NulO off¢ �5 lu 1 1 MAY �,• ('���� drawing no. 1 M14-01 >3nae� s Df . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . . EACH ) � ANCHORSCHORS TWICAL 6 PER CLP(3 ONt\� • • • • • • • • s • • •.• •.• •.• • V\X I I R I ,&Fl --------—----------- I .gta SIMS l4. 1 ��INSIDE 160.11.1. 2�x 2 x i 8• 1p 6 t-3/8D.0 I I I � PER3 PER AAYZLE z U 3 TYPICAL ANCHORS: ANCHOR TYPES SUmmv lww EMBED.AOd.EDGE dST. 1/4•DIA.ULTRACONS BY'ELCV> CONCREFE t-3/a• a_t/1• (Fwf77 N81,Fyetas m•- ANCHORS TYPE 'A8' p o� 11r NxA� »>tt scREWs METAL t�• 3/a' 3 Z"tet z 3 MADE 5 CNS) CONCRETE o ro-3000 PSI MEd. z METAL d i/B'MIN.TW.SIM FY-36 KM MIN. O d• L� t/B•MM.M ALUMIU M (GOW-TS MIN.) W W B ANCHORS MAY BE HEX OR FLAT MEW. ALL CUPS AND AMMM TO TR SNUG INTO TUBE MMUONS. CJPS OR ANGLES CONNECTED OtRECRLY 70 MASONRY TO BE PROTECTED WRN ALVAI-RESISTAM COMOS.SUCH AS SMAC OUB PAW OR WATER-WH(tE METHAQO7ATE IAC,OUER O m C y � � Engr.JAWED AHNAO FLA,K C.AJL J93 4 n vo'Jm Milo fls D�An Btdl _ • NOA6 4, lr t'- A drawing m. "W - MAY.2t fou M14-01 sheat$ of 9 •• •• • • • •• •• • • • • • • • • • • • TYPICAL ANCHORS TYPICAL ANCHORS • ••• • • • ••• �li� Q� 2 PER CLIP(1 ON EACH WOJO) t PER ANGLE • • •• • • • •• • •• •• } FiLi.EO BLC�I( • • • • • • • � o I I L •• • • • •• ••• •• ! 1 1 • ••• • • • • •• • oo O t 1 ' i i i i i i•• i i G7 I FLOATING CUP i 7a 1 s• • • • • • ••• •• QQ 1 SNUG FIT INSIDE MULL I A ANGLE• g a 1-3/4.OC.LGN.14 sms I 1 Ito SMS I �hh 4 PER CLIP 1-324PEOR.M40LE W I q6 4o U _ z O TYPICAL ANCHORS: _,ANCHORS TYPE `B2' - 3 h ANCHOR TYPES SUM MATE im F]dBEO.LGN.EDGE aw. yl 1/4'OIA.ULTRACONS BY'MCO' N0.SOMRY 1-J/4' 2-1/2' Iwu �` (Fu-I"NSI.q=155 NSQ WOOD 1-1/a• 1' mn WOOD m 21YY WOOD BUCKS OR WOOD STRUCTURE S.G. .0.58 MIN. MASONRY a C-90 HOLLOW/FILLEO BLOCK f'm - 2000 PSI MIN. 2 Z P TYPICAL E H WIN)HORS TYPICAL R ANGLE � $Z 4 PER CLIP(2 ON EACH t71tHi) g pFq ANQIE IBY OR 2BY WOOD SUCKS NOT BY ECO WINDOW #L' \ MUSt SUSTAIN LOADS WPOM BY GLAZING SYSTEM AND TRANSFER O•1 THEM TO BUILDWO STRUCTURE W w S OR DL�K ANCHORS MAY BE NEX OR FLAT HEAD. tw j-------------'" I I c 1 1 1 FLOATING CUP t 1 SNUG Fir INSIDE MULL A2tX2ANGL/8• I I 14 SM 1-3/4.OC.MIN. I I 1-3/4'4 SMS 04 MIN. ; 4 PER CUP a GER ANGLE bi A dRsoam FLA.PE M92 c Pty g6/$RitfLl4o CAR � ^+ i TYP. TYPICAL ANCHORS TYPE `B4a' Z {+ arowing no. � sheet 7 of 9 r . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... , . . 4 PER CUP 2 ON EACHTYPICAL AH HORSwl" TYPICALPER DANGLE • • . • • • • • �,' $ ( WINC) • • •w• •.• ••• • e ape ______ • • • • • y 1 _ __ _ + + + + • • • • • • • go* 00 • • ° I - --------- s a FLOAnuo cup 1 t SNUG FIT INSIDE MULL 2 X 24 SMS 1-3/4'O.C.lMi. 1 1 S14 SMS , 8 PER CUP I O.C.MIN, 3 PER ANtA.E � �Q ® i�lt U .a O N TYPICAL ANCHORS: � ANCHOR TYPES 9UBS+RATE NN.EHBED.YN.EOOE 01St 1/4'DN.ULTRACONS BY' MASONRY t-3/4` a-1/a` m �• (FU-177 KS1,Fri}66 KSI) WODD 1-1/2' 1• �ph iYPKAL ANCHORS M.E 'B4b' I WOOD 0 2BY WOOD BUCKS OR WOOD STRUCTURE s.O. =0.88 MN. j C MASONRY-C-SO HOLLOWALLEO BLOCK I'm-2000 PSI MIN. 2 Z$ IBY OR aBY WOOD BUCKS NOT BY ECO WINDOW j Z MUST SUSTAIN LOADS 9AOSED BY OIA2NT SYSTEM AND TRANSFER Q THEM To Bmmm STRummE. VV ANCHORS MAY BE HEX OR FLAT HEAD. 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