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WS-14-2264
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-221642 Scheduled Inspection Date: November 24, 2014 Inspector: Rodriguez, Jorge Owner: WALLACE, EZRAL ANTHONY Job Address: 74 NW 109 Street Miami Shores, FL Project: Contractor: <NONE> AVILA CONSTRUCTION & GLAZING sunaing uepartment comments Permit Number: WS -10-14-2264 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1121360110230 Phone: (305)974-8031 REPLACE 6 WINDOWS FOR IMPACT RESISTANT Infractio Passed Comments WINDOWS I INSPECTOR COMMENTS False November 21, 2014 For Inspections please call: (305)762-4949 Page 22 of 44 Inspector Comments Passed Failed Correction Needed ❑ Re -inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 21, 2014 For Inspections please call: (305)762-4949 Page 22 of 44 -"j 0 jo1r2o11 L Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS; 7�e N4�) 109 ,,.5 & Permit No. Master Permit No. F ECEIV�D 40UC14 2 14 FBC 20 lk2) ,ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): , "ad MWAL- Phone#: -Z,��--'7 T 7--52/ , Adrirace. ♦ . i City: Tenant&essee Name: Email: CONTRACTOR: Address: 1736 City: ® u �f Qualifier Name: 006/6- k& Phone# 5P 7 ,LZ �d sq Zip: A22— Phonek -P'S� 0 State Certification or Registration t q"� Ge 11-�R 6c;Z Certificate of Competency #: C(Fe 1%5;ZZ�2 6CR Contact Phone#: `17596 oPS(c 02 /,Z2 Email Address: 6? V1 a DESIGNER: Architect/Engmeer. -7:3-0A&) �® H O Q 8 ON Z 16 Gr--- Phone#: 1 Value of Work for this Permit: $_ 4UffigrOLinear Footage of Work: 1/7 Type of Work: ❑Addition zdz Alteration ONew ❑Repair/Rzel-4 lace ODemolition Description of Work: . � �,�5 4 � tA f i Jz-P Color thru tile: Submittal Fee $® Permit Fee $ �°� CCF $ CO/CC $ Scanning Fee $ Radon Fee $,�_ DBPR $ Bond $p Notary $ Training/Education Fee $ Technology Fee $ % f1 Double Fee $ - (2� Structural Review $ „+�1 it Bonding Company's Name (if applicable) 'Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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 regulaung construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COM 1ENCEMENT.” Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in gond faith that a copy of the notice of commencement and construction lien law brochure will he delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must he posted at the job site for the first inspection which occurs seven (7) day$ after the building, permit is issued In the absence of such posted notice, the inspection will not he approved anda einspection fee will he charged Signature : lijSignature --Zug A Owner or Agent r —/ t` Contractor The foregoing instrument was acknowledged before me this day of 10 20 A/, by "it who is personally known to me or who has produced NOTARY Sign: My Commission APPROVED BY As identification and who did take an oath. W COWASSIQM #SMM47 EIPM: MAR 21, 2015 Bonded through 1st Mate Ir�urattee The foregoing instrument was acknowledged before meA' day of 20/4t/ by � who is personally known to me or who has produced as identification and who did take an oath. NOTARY-PUBMC: /1 Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/4w Sign: My Commission 1 : MAR 21 2015 �►ded through lot Sffie hmm Zoning Clerk R RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INn11cTQv i 1d%CM4M1Un- nnwnn CGC1522262 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 AVILA, ENRIQUE D AVILA CONSTRUCTION & GLAZING INC. 17304 WALKER AVE UNIT 122 MIAMI FL 33157 - ISSUED. Q5/ M014 DISPLAY AS REQUIRED BY LAW SEQ# L1405080OD0550 Local Business Tax Receipt Miami -Dade County, State of Flori a THIS IS NOTA HILL - OO NOT PAY 7170576 LBT SLIME= ntAMEma"mcm MCEUXT NO- EXPIRES AVI AA CONMUCRON & GLAZING INC AWA- SEPTEMBER 30, 2015 17304 WALKER AVE STE 122 7449389 Must displayed at place of business MIAMI FL 33157 UraUeM to County Code Chapter 8A - Art 9 & 10 pWN01 AVILA CONSTRMON & GLAZING INC SEC. TYPE oP BUSHVESS 116 GENERAL BUILDING CONTRACTOR s TM T RWOVED Worker(s) 1 CGCi52r182 $75.00 09/23/2014 CREDRCARD--14-039245 ThisLwW Ra TaxReceW o* Nrmspay ootaf the tawd BadawaTa L The ReceYptisnat a Rceam dt�� paraa� �e9aaldEcSio,ih�►Y9� .The RECEPTNtahovemod bedisphquilanall commudd velddes-Wwai-DadeCode See Oa -218. Far ■axeIdwandfakdIftymmAdoldidamvitunihmar A . CERTIFICATE OF LIABILITY INSURANCE °"�1o/14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policypes) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endoreemerlt(s). PRODUCER Best Rate Insurance Agency, Inc. 8600 NW 17th Street CONT NAMEACT PHONLA&E (866) 616-0065 FAX No : (305) 403-0801' -MAIL ADDRESS amoreno@trestrate-insurance.com INSURERS) AFFORDING COVERAGE NAIC to Miami, FL 33126 INSURER A : Preferred Contractors Insurance Company, RRG Phone (866) 616-0065 Fax (305) 403-0801 INSURED INSURER 8: INSURER C: Avila Construction & Glazing Inc. INSURER D: 17304 Walker Ave Unit 122X INSURER E: Miami, FL 33157 (786) 256-0913 AUTOMOBILE LIABILITYMBI ❑ ANY AUTO ❑ AALL UTOS NED ❑ SSCHEESDULED ❑ HIRED AUTOS ❑ ANON -OWNED ❑ ❑ INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IL7R TYPE OF INSURANCE ALgD UBR POLICY NUMBER MMNDY EFF M�M/LIDD EXP LIMITS A GENERAL LIABILITY 0 COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE R] OCCUR N PCIC5026-PCA515529 02/24/2014 UW A4/2015 EACH OCCURRENCE $ 1,000,000.00 PPR M SES (EaE�urrrence)$ `� X0.00 MED EXP (Any one person $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY El JEcT PRO- ❑ LOC PRODUCTS - COMPIOP AGG $ 2,000,000.00 $ AUTOMOBILE LIABILITYMBI ❑ ANY AUTO ❑ AALL UTOS NED ❑ SSCHEESDULED ❑ HIRED AUTOS ❑ ANON -OWNED ❑ ❑ INdEentD SINGLE UMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ P�2a08E�R��DAMAGE $ $ ❑ UMBRELLA LIAB ❑ OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory In NH) El It Yyes describe under DESCRIPTION OF OPERATIONS below N I A ElWC S uM� ❑ OTH- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) License # CGC1522262 CERTIFICATE HOLDER CANCELLATION ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) OF The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Bldg Dept THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2Nd Ave Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE r VI I U/W'"• ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) OF The ACORD name and logo are registered marks of ACORD JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 5/19/2014 EXPIRATION DATE: 5/18/2016 PERSON: AVILA ENRIQUE D FEIN: 452669204 BUSINESS NAME AND ADDRESS: AVILA CONSTRUCTION & GLA 17403 WALKER AVE UNIT 12Z MIAMI FL 33157 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL DOOR AND WINDOW CONTRACTOR INSTALLATION Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the Issuance of the cardficate, the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation 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 Facts 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. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, fou maybe personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner l Print Name: (, Print Signature: Sign State of Florida ) day me this ®0 State of Florida ) County of Miami -Dade ) Sworn 122b�Je)�db or me /O day of , 20 Bonded throYUh 1st State Insurance I lljAftl E S: MAR 21, 2015 (SEAL) Type of Identification of JUAN A. RODRIGUEZ-JOMOLCA ARCHITECTURAL -PLANNERS -INTERIOR DESIGNERS R.A. # 6691 625 SW 82 AVE., MIAMI, FL. 33144 PH. (786)486-9099 STRUCTURAL CALCULATIONS ; 0000 WINDOWS PERMIT PROJECT FOR RESIDENCE �••••' 0000.. 0000 GENERAL INFORMATION ;••;•; Date: October 2, 2014 • •' Project Name: WINDOWS REPLACEMENT PROJECT FOR RESIDENCE: Address: 74 NW 109 Ave Miami Shores, Florida 33168 i 0000. .... 0900 . . 000.. 0000 0. . • 0 0000.. .0.. 0000 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. .0000. ecaWin.d Std v2.2.5.7 per ASCE 7-10 --:elohe,i L,,,, ME --A Ente-r�-is=_, I::_. CDpy-,ight 1•,7,.7"!.mecaenterpri3es.ccrn Date 10/1/2014 Project No. 10.007.14 Company Name Designed By Juan A. Rodriguez-Jomolca Address 74 NW 109 ST Description Windows Permit City Miami Shores Customer Name Ezral A. Wallace State FL Proj Location =ie. Lc..7...:ir',; i;:\L: c\i•?i.';1'`,I?..1;trr:`,i? ,;1.: 1C.: ST. 1'A'i Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category - II Exposure Category C Natural Frequency = N/A Flexible Structure = No Importance Factor 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon 0.20 Zmin = 15.00 ft Slope of Roof - 3 : 12 Slope of Roof(Theta) 14.04 Deg Ht: Mean Roof Ht = 12.69 ft Type of Roof - HIPPED RHt: Ridge Ht 14.88 ft Eht: Eave Height - 10.50 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = Overhang Bldg Length Along Ridge = 72.00 ft Bldg Width Across Ridge- 35.00 ft Length of Hipped Ridge - 17.50 ft Roof Slope on Hip End 9.12 Deg Gust Factor Calculations Gust Fatter Category I Rigid Structures - Simplified Method :000% Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 - 0.85 ••• 0 0000•• •• • •••• • • Gust Factor Category .II Rigid Structures - Corroplete Analysis 0000•• 000.0• • Zm: 0.6*Ht = 15.00 ft • •6.6•• lzm: Cc*(33/Zm)^0.167 = 0.23 •00000 • 6 • Lzm: 1*(Zm/33)^Epsilon - 427.06 ftegee• ••0••• 0 0 • Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63}}^0.5 = 0.93 •• 00.060 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 0.89 0600 0 •••000 • • • • • • 00000 Gust Factor Sunmiary •• 06 •• • 000000 Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 •00000 0 0 0 • Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi 0 0 • 00••0 •00.0• • GCPi Internal Pressure Coefficient +/-0.18 •0• • 0 0 •• •0000•• 6060 • • Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 • B Kh: 2.01*(Ht/Zg)^(2/Alpha) - 0.85 Kht: Topographic Factor (Figure 6-4) - 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area - 33.94 psf - 0.80 2778.18 ft^2 - 0.80 MWFRS-Wall Pressures for Wind Normal to 72 ft Wall (Normal to Ridge) Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCPi -GCpi +/-Gcpi ------------------------------------------------------------------- Windward 10.50 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Windward 0.50 0.85 1.00 0.80 33.94. 16.97 29.19 37.51 Roof Location CP Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.63 -24.29 -12.07 Windward - Max Cp -0.10 -8.99 3.22 Leeward Norm to Ridge -0.48 -19.96 -7.74 Hipped End (.00 to 6.34 ft) -0.90 -32.07 -19.86 Hipped End (6.34 to 12.69 ft) -0.90 -32.07 -19.86 Hipped End (12.69 to 25.38 ft) -0.50 -20.53 -8.32 Hipped End (25.38 to 39.00 ft) -0.30 -14.76 -2.55 0 0 Overhang Top (Windward) -0.63 -18.18 • -18.18 0000•• Overhang Top (Leeward) -0.48 -13.85 • .A 85 • •••••• Overhang Top (Side Wall)(.00 to 6.34 ft) -0.90 -25.97 ••-25.97 0000 • Overhang Top (Side Wall)(6.34 to 12.69 ft) -0.90 -25.97 000205.97 • • • Overhang Top (Side Wall)(12.69 to 25.38 ft) -0.50 -14.43 -•14.43 0000 0.00 % Overhang Top (25.38 to 35.00 ft) -0.30 -8.66 0000-"66 0 0 Overhang Bottom Side (Windward only) 0.60 23.08 0002.3.08 0 0 ••000: • • •000•• 0 • 0000 • •00•• Notes - Normal to Ridge �••••� • ••• Osseo0 Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mearb 096 •• • Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) •0 • 0••••• Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internr %:% Press • • • Note (4) Total Pressure = Leeward Press + Windward Press (For + or - G%Pi) 0 0 0 • Note (5) Hipped ends considered as parallel to ridge for all theta. 0 0 000000 0.00•• Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 14.0 Deg,oh/4 Q.18 • 0 0 Note (7) No internal pressure considered (GCpi - 0) for Overhang •• 0 0000 000000 Note (8) Overhang bottom based upon windward wall Cp and GCpi = 0. • 0 • ••• MWFRS-Wall Pressures for Wind Normal to 35 ft wall (Along Ridge) .'�..�1 _� a_ .�,._'.'rT, ._ }.i:3: •=.� __ _n ._� Wall CP Pressure Pressure +GCpi (psf) ----------- -GCpi (psf) ----------- --------------- Leeward Wall ------ -0.30 -14.68 -2.46 Side Walls -0.70 -26.30 -14.09 Wall Elev Az Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 14.88 0.85 1.00 0.80 33.94 16.97 29.19 31.65 Windward 10.50 0.85 1.00 0.80 33.94 16.97 29.19 31.65 Windward 0.50 0.85 1.00 0.80 33.94 16.97 29.19 31.65 Roof - Dist from Windward Edge Roof: 0.0 ft to 6.3 ft Roof: 6.3 ft to 12.7 ft Roof: 12.7 ft to 25.4 ft Roof: 25.4 ft to 76.0 ft OH Top : 0.0 ft to 6.3 ft OH Top : 6.3 ft to 12.7 ft OH Top : 12.7 ft to 25.4 ft OH Top : 25.4 ft to 76.0 ft Cp Pressure Pressure +GCpi(psf)-GCPi (psf) ------------------------- -0.90 -32.07 -19.86 -0.90 -32.07 -19.86 -0.50 -20.53 -8.32 -0.30 -14.76 -2.55 -0.90 -38.18 -38.18 -0.90 -38.18 -38.18 -0.50 -26.64 -26.64 -0.30 -20.87 -20.87 Notes - Along Ridge Note (1) OH = Overhang, no internal pressure considered for Overhang (GCpi=0) Note (2) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.18 U Wind Pressure on Components and Cladding (Ch 30 Part 2) Description Width Span Area Zone Max P Min P • • • ft ft ft^2 sees psf psf ------------------------------------------------------------------------- Window A 4.43 4.22 18.7 4 38.55 -41.93 0 4.43 4.22 18.7 5 38.55 -50.54 Window B & D 6.17 5.25 32.4 4 37.32 -40.69 0 6.17 5.25 32.4 5 37.32 -48.09 Window C 4.43 3.20 14.2 4 39.36 -42.74 0 4.43 3.20 14.2 5 39.36 -52.17 Note (1) If Zone - "2H" or "3H" then Max? will be zero per Figure 6-3. Note (2) Max P & Min P - pnet30(from Fig.30.5-1) * Lambda * Importance Factor * Kzt. Note (3) If Area<10 then Area -10 or Area>100 then Area=100 for Zones 1, 2, 3, 2H & 3H. Note (4) If Area<10 then Area -10 or Area>500 then Area=500 for Zones 4 & 5. • • sees•• • • • • sees•• •• • sees • • sees•• • • • •s6• • sees •• 600000 0 • 0 0000 • •0606• :000:0 00000 •••0000• • ••• • • 6e •• e9 • 604000 0090•• 0 6 • • • 9069•0 69.66• • • • 00 0 90.66• • ••00• MIAM DARE IYIIAMI-DADS COUNTY RM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SN 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ,(NOA) ynvw.miamidad&gov/economX 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 60" Aluminum Horizontal Rolling Window — L.M.I. • APPROVAL DOCUMENT: Drawing No. W14-11, titled `Eco -Guard Series -60 AlumAoriz. Roel** • Wdw. (L.M.Ly -' sheets 1 through 5 of 5, dated 03/28/14, with revision a dated 05/23/11', preparedNA1z Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Datltl0dnty Prodhtf Control Approval stamp with the Notice of Acceptance number and approval date b.? e ffiiami-Dade• County Product Control Section. 0000 • 0000.. 0000 . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 06:68: o 000 LABELING: Each unit shall bear a permanent label with the manufacturer's noe edr logo, lxl , ;tate, model/series, and following statement: "Miami -Dade County Product Control Appioveri"pe.unless otherwise noted herein. • • • • • • • • e RENEWAL of this NOA shall be considered after a renewal application has been itlsd alid there has been no change in the applicable building code negatively affecting the performance of this product. • • e - 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 14-0403.09 Expiration Date: June 19, 2019 Approval Date: June 19, 201,4 s�Dt�G Page I 0000.. 0000.. .0000. e..0. 0 0000. 0000.. ..oboe ee 00,0 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-11, titled "Eco -Guard Series -60 Alum. Horiz. Rolling Wdw. (L.M.L)", sheets i through 5 of 5, dated 03/28/14, with revision A 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of an Eco -Guard series 60 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report.No. FTL-7634, dated 12/09/14, signed and sealed by. Marlin Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,, complyjng Vith FW • ...... Edition (2014), dated 03/19/14, prepared by Al-Farooq Corpordtieh, Signed aad- • sealed by Javad Ahmad, P.E. ...... .... ...... 2. Glazing complies with ASTM E1300-09 000000 ••••' • .... . ..... D. QUALITY ASSURANCE ...... .... ..... 1. Miami -Dade Department of Regulatory and Economic Resources LTi) • • • • • • • • E. MATERIAL CERTIFICATIONS : • • • : • • 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNomgurs �r Voiylne. ; • • • • for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on.12411/16. 2. Notice of Acceptance No. 12-1231.09 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 03/28/13, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t" Edition (2014), and of no financial interest, dated March 31, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. • None. E-1 Ma ue Mrez, .E. /--W Product Contiof Exa finer NOA No. 403.09 Expiration Date: June 19, 2019 Approval Date: June 19, 2014 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. ECO -GUARD SERIES -80 ALUMINUM HORIZONTAL ROLLING WIND0�T APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST 13E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT.SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL//METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE. HEAT STREN'0 GLASS .090° Interloyer -SoRex Clear And Color Close By 'Eastman Chemkol Co.' HEAT S1REN'D GLASS 4 1/4' MAX 74 1/8' WINDOW WIDTH 10 1/ MAX. SILL 0 FALSE MUNTINSACE/ I 37 11/18" I 3J 11/18' n (SURF BEP. 8� D.L.O. (VENT) P D.L.O. (fIX. LtfEj iO 37 1/4' VENT WIDTH TYPICAL ELEVATION MAXIMUM DESIGN LOAD RATING - + 55.0 PSF (FOR SIZES SHOWN ASOVE OR SMALLER) — 80.0 PSF HEAT STREN'D GLASS .090" Interlayer DuPont ButooHe PJB By 'EJ. DuPont De Nemours & Co., Inc l r-1/8' HEAT STREWD GLASS ••• • SILICONE • • ••• S0.1tX1' • DOW 809 DOW t m m • 22 • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • cr 0 ¢Wt� 10 10 Le • Q ••i •• • • •• • • • • •• • i • i *LAS AWE * • • • • GLASS TYPE 'B' es 548. OVERALL A G • • • ;8/18' OVERJOLL LASS • GLAZING OPTIONS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECt"TORY STATEMENT DCA05-DEC-219 npr. dAYAD AHLIAO CML App"Maascotq*IIIgwith fw FLA. PF.1 70592 p3uNda Buldiag e� CAR. T8 Date Npep W11=111 Dade Prod contwo zOf4 n $ 0 W rnf drawing no. W14--11 MIAMI—DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA I TYPICAL ANCHORS SEE El". FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT 13Y ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING Wt — 1/4" X 1-5/8" WEEPHOLES WITH BAFFLE AT 4' 1/4' DIA, TAPCON BY 'ITW (Fu -120 KSI, Fy-e2 lap FROM EACH END AND AT MIDSPAN 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, FY -155 KSI) W2 = 1/4' X 1' WEEPHOLES AT 2-1/4" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES END AND AT MIDSPAN 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY SEALANT: 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH DIRECTLY INTO CONIC. OR MASONRY JOINT SEALER. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy — 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 A" DIA. SELF DRILLING_ SCREWS (GRADE s CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. • • • • • • • • ' INTO METAL STRUCTURE = 3/4' MIN. • • • • • ! • • • • • � CONCRETE AT HEAD, SILL OR JAMBS f'c =3660 PSI MIN. • • • • • • — C-00 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. CIV/& 4pproved no eomp4ing with ttW . "' .:. •.q, -t Cw.N.70Ssa t+lorhie !ding n °., ante bs mil do et _f dti ••7 D1�P � . ' • • 1fPICA1.4d:CHORS v, • . FOR SPPOM MAY ?094 • •• • • loco a= • • • • 3row ng no. W14-11 � 'o a (4-t- 03-2&-14 � m I a er: twea9 � P ahk ECO-tYlA26} CIES-60 ALUM HOC RCUM WDW (LX ECO WINDOW SYSTEMS, LLC - 9114 N.W. 106 STREET MEDLEY, FL 33178 TEL (309) 969-9299 FAX (303) 86S-5902 D 01 B AL-FAROOQ CORPORATION a ENQINEERS & PRODUCT DEVELOPMENT t 1233 SM. 87 AVE T MIAMI. FLORIDA 33174 TEL. f3=264 UW FAXC3M262691M 0 • 0 0• • • • 0000 • 0000•• e 0000•• 0000•• • • • 0 • 00006 9 0000• ••• 0 •• 100 • • 0000• • • •• 0000•• • •090•• • 0.0090 0000 •9••• • • 0000to •• •• 0.0.00 • • � 'o a (4-t- 03-2&-14 � m I a er: twea9 � P ahk ECO-tYlA26} CIES-60 ALUM HOC RCUM WDW (LX ECO WINDOW SYSTEMS, LLC - 9114 N.W. 106 STREET MEDLEY, FL 33178 TEL (309) 969-9299 FAX (303) 86S-5902 D 01 B AL-FAROOQ CORPORATION a ENQINEERS & PRODUCT DEVELOPMENT t 1233 SM. 87 AVE T MIAMI. FLORIDA 33174 TEL. f3=264 UW FAXC3M262691M 0 FRAME HEAD FRAME SILL A82 L_ .219 .340 O3 SILL TRACK MOV. FRAME JAMB .050 M. 324 r Z84 1.203 .825 .828 050 TTP. I_ = j .789 '875 18 GLAZING BEAD 1 D VENT TOP/BOTTOM RAIL 8083 -TB 1.809 .87 55 OSB 082 -7r TT1P. 1.895 1 FRAME SILL U L11251.625 ® JAMB STILE 1 .625 U MEETING RAIL 1.719 825 79 1.081 .875 I .06� .050 -.,. TYP. 1.094 © FDIED MTG. RAIL ITEM PARI' QUANTITY DESCRIPTION DIATEBIAL MANP./SUPPIJER/RRMARES 1 E53 1 FRAME HEAD 8083 -TB 2 E61 1 FRAME SILL 6063-T8 3 E62 1 SILL TRACK INSERT 6063 -TS - 4 E52 AS READ. MOV. FRAME JAMS 6063-T0 - 5 E51 AS REQO. FIXED FRAME JAMB 6063 -TB - 6 E54 1/ VENT FIXED MIO. RAD. 6083-T6 I- 7 EBS 1/ VENT VENT MEEMG STU 6063-T6 - 8 E56 1/ VENT VENT JAMB SME 8083 -TB - 9 E57 2/ VENT TOP AND BOTTOM RAIL 6063-T8 - 10 E58 AS READ. OLAZINO BEAD 6003-T6 - 12 5L203P 2/ VENT SWEEP LATCH, AT 9-1/2' FROM TOP & BOTTOM - SULLWAN & ASSOC. 13 18 X 5/8' 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 14 ESS 2/ VENT ROLLER HWSING & GUIDE CELCON - 15 E64 2/ VENT ROLLER BRASS - 16 E65 2/ VENT ROLLER PIN ST. STEEL - 17 88 X 1' AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 g8 X 3' 2/ VENT FIX, RAIL SILL SCREWS (SILL ENO) CRS P.H. SMS 19 V123181 AS REOD. FILE WITH INTEGRAL FIN W'STRIPPING - ULTRAFA13 21 E207 AS REOD. BULB SEAL SWTOPRENE ULTRAFAS, DUROMETER 6515 22 E203 AS REQO. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 6515 23 WA2L 2/ WDW. WEEP VALVE - PREFERRED EN& PRODUCTS 24 1/ VENT 5/16' BOX SIXTEEN OPTIONAL .b31 • • • • ••• • • • • • • • • • • • • -762T • • • • • • • • • •.• •• • • • •• 2.183•• • ••• • ••• • •.• �1, 1.344 • •• • •• • • •• ® FIXED FRAME JAMB ••• • • • • ••• • • • • • • • • • • • • a 4 Flamm altgm get[iurr A rid Btd81 �Sa6a llyl 0 W14-11 b1 • • • • • • • • 0000•• ••• •f •Z • •0• • 0000 • • • • \ 0000•• N YV .v e� 2 s 4 s �w 'X a mea o3 �-ta revisionx E00_q SOW -60 pmt HORIL WJINC WOW (L9.1•) AL-FAROOQ CORPORATION a no date escn�on mcaia t/z•-t• o• n CSJ&14 No 2i� nus Sri ECO WINDOW SYSTEMS, LLC. &W. ENOMEMS87A E�uCru�oaM�nti 9114 N.W. 106 STREET NUL FLORIDA 331.74 C 9 j MEDLEY. FL 33176 IL, c� 2645466 Fax MOM 2625978 tT —+ ? Uk• by. TEL. (30S) 885-5299 FAX (305) 885-3962 COMP—ANL\W1a—t1ECO 0 MIAMI -DARE iNIM1 _RADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOAFIC RESOURCES (RER) 11805 SIV 26 Street, Room 208 BOARD AND CODE AD1rINIsTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovieconomy 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 belld0g:code. • • • • This product is approved as described herein, and has been designed to comply wiA'Jt4g JFloridsAjijding Code, including the High Velocity Hurricane Zone. ...;.. DESCRIPTION: Series "Eco -Guard 300" Aluminum Fixed Window — L.M.I. •'''' • :600:0 APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco -Guard Series -300 Alt m Fixed Wdw. • • (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prt j4 ty Al-ep 00 Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Cour" pdgduct Contrgl Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -bale, County . Product Control Section. . • • . • . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant " ' "" ••i• LABELING: Each unit shall bear a permanent label with themanufacturer'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 hill 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 I 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. 14-0317.03 &MMARIMMO couNTY Expiration Date: June 17,'2019 ...i Approval Date: April 10, 2014 �'1� Page 1 F 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 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 971/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Car jida F. Font, P.E. (Submitted wider NDA#09-0413.08) 0 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 jiL , -06000008- 2) 06060606'2) Cyclic Wind Pressure Loading per FBC, TAS -20-44 • along with installation diagram of a 971/4" wide x 961/8" high VeriwEpard WjqA300 aluminum double fixed window, prepared by Hurricane Engineeriht!& Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and seatigDj Candied N 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 peCFB.(%TAS20294 3) Water Resistance Test, per FBC, TAS 202-94 0 ' :"' along with installation diagram of a 481/4" 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. (Subinitted under NOA#09 0413.08) . 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 481/4" wide x 96 3/8" high Eco -Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed andido F. Font, P.E. (Subinifted under NOA#09-0413.08) ' Manuel P.E. Product Control xa ner NOA No. V 7.03 Expiration Date: June 17, 2019 Approval Date: April 10, 2014 •E-1 Eco Window Systems, LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTwm) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010,. dated 01/27/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.25) :906:6 2. Glazing complies with ASTM E1300-04 ' ' ' *so*:*.. . 6666 6 6 9999.. 0000 666666 9999.. D. QUALITY ASSURANCE' 1. Miami -Dade Department of Regulatory and Economic Resoureq;-OWft) 9999.. 9999.. • 9999 . 00:00 E. MATERIAL CERTIFICATIONS "o 0 1 "' 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DgXVVjqurs & Cg., Inc. 6 � 0 6 for their "DuPont Butacite® PVB Interlayer" dated 04/11113,'expiring on .12/14/16. ..6.: • 2. 999 Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DINeV%urs ;t o.9, nc. ; ; for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expMng on 01/14M7. 0000 • 6 0 6 ' ' 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 under previous NOA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 13-0206.05, issued to Eco Window Systems, LLC for their Series "Eco -Guard 300" Aluminum Fixed Window— L.M.I., approved on 05/02/13 and expiring on 06/17/14. ManuelPer Product Control E mi er NOA No.14-.03 Expiration Date: June 17, 2019 Approval Date: April 10, 2014 E-2 z.as5' .052 .500 789 2.811 FLUSH FRAME ADAPTER Q FRAME HEAD/SILL/JAMB .7730 .81 03 .050 ® OWING BEAD 1.070 .oso n ANCHOR COVER LOCO -GUARD SERIES -300 ALUMINUM FIXED MINDOiY DESIGN LOAD. RATINGS FOR THESE VWOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBWATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HM H VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL e9.ITEYOND WALL DRESSING OR STUCCO, ANCHORING OR LOADING CONDITIONS NOT SHOYIN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED ON DESION OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT l0AlE0 TO STEELfMETAL SCREWS, THAT COME INTO CONTACT WITH OTHEfi DISS11i0lAR MATERIAf.5 SHALL MEET THE REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. (SURFLS AC secs n.1..D. DIMS. D.L.O. HEIGHT = WINDOW HEIGHT — 3.825° D.L.O. WIDTH ,s WINDOW WIDTH — 3.825" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . *ODDGT Tt6NEThdR➢ — — aseemplytngarDhiboR19a. sawing Cal9 Acceptance Ne • D 7 �i.�l • • • • • • 011: • • • • • ex Irolttrn Date s • • • • 00: • • • • • A71and We PeadactCaatro�i • • • • • • • • • MISSILE I1dPACT. ' nqr. PRODIICTRBW798D q THESE WINDOWS ARE RATED FOR LARGE & SMALL amidslins .� SHUTTERS ARE NOT REQUIRED. DuHdfnas 1puit2 B,dl CDdgvilhlbafiodda coda 8 Acceatmtcallo • • • • • • • • • 6:0 p 8 retlan lyele T; :0: 000 i MI aP 4JA 8 drawing no. • . • • • • • • • • • • • 2013 W09-20 • • ••• • • • sheet 1 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANN. GLASS 3/18° HEAT STREN'0. GLASS 380" 9NTERIAYER 090" INTERLAYER UTACRE M BY 'OUPONT' \ SENTRYOL0.S BY 'OUPONT' 3/18' ANN. GLASS OINDON 91109. I 3/18" HEAT STREWD, GLASS SILICON£p. (L)l SILICONE DOW CORNING 899 OE SCS 2000 G FI {} DOW CORNING 899 DO SCS 2000 I 780 9 N 780 u 7&0 AT 3-1{2`FROM ENDS ATs x 1-14- sms 3-1e21 FROM ENDS AND 10 O.C. MAX. AND 10 O.C. MAX. GLASS TYPE C. GLM TYPE 11)' GLAZING OPTIONS WINDOVI III WNDOW WIDTH% II WINDOW WWWT1_WINDOW JI WINDOW WIDTH . - r � WINDOW WID7H WINDOW WLOTH WINDOW WIDTH I I I FrDL J FWRALLOVIABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE IFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS OWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. •• • • • • DESIGN LOA[ OINDON 91109. I DUN WIDTH (W) LENOTB (L)l EST.{+) 24" 30^ 38" 42' Or 84" So* 88" 72• 3" 78.0 78.0 780 780 780 780 780 78.0 7&0 24' 30' 38" 42' 48^ Be 60• 72^ 48" 78.0 78.0 780 780 780 7&0 78.0 7&0 7&0 24' 30" 38' 42" 48" 84" 80" 88' 72' �. 78.0 7&0 7&0 780 780 88.8 80.2 80.2 80.2 24' 30" 38^ 42" 48" 84• gp' 72" 78.0 7&0 78.0 780 780 88.8 80.2 24" 30' 38" az' 48' 84" 84• 78.0 78.0 78.0 700 8&8 84.3 24" 30"780 •T1 • 42"• ,• • 9o; • • • 7&a 780 a4.8 c • 24^• •3a'• 38^ 42• • • • •�" 4780 78A 74.1 81.1 . • 624• • 36"• • • • • • iB.0 74.5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e lay TYPICAL ANCHORS W-rKN SEE ECFV. FOR SPACWO 0 0 I f. i ••6 °' I Lad e•4 a 4 ? • • d • e :. . e I i IYf4CAt ANCHO SEE EW. FOR TYPICAL SEE ELEV. F01 COUNTY uuWoN XE NCA SEE W000 BUCKS AND METAL STRUCTURE NOT BY ECO Y1DW, TYPICAL ANCHORS: SEE ELEv. FOR SPACNa MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM j/4" GIA. TAPOON BY 'ITW' (Fuw2o KS1, "2 KSI) AND TRANSFER THEM TO THE BLOLDNG STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MRN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 114" DIA. TEKS OR_SELF DRILLMG SCR_FWS (MOE a CPS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN. ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) O14 SMS OR SELF DRILLING SCREWS (ONS 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') (NO SHIM SPACE) TICAL EDGE DISTANCE INTO' CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE a 1" MIN. INTO METAL STRUCTURE n 3/4" MIN. CONCRETE 1'o - 3000 PSI MIN, C-90 HOLLOW/MLED BLOCK Pm - 1900 PSI MW. CANT: • • • • i i i • • • i • • • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • • •• • JOINT SEALER. ...la . • • • • • • • Etc JAV PRODUCT RWAM 4JAN BnOdlas CodoA 1 by lma 14 • • tl.YePr2ttelto ••Jpm 9Momol0:.YPICAI•ANFd1irLS. Hy. 1.5 o v' • • El" • ACING ty0pp BUCK • • • • •GOR Sry1CINO iT m . dro%vhg no. W09-20 . . . • . . . . . . • •• •• • • • •• •• ••• • • • ••• • • dro%vhg no. W09-20 IT$bI ® PART Q RRQD. DESCRIPTION MATERIAL MAHF./BDPPWRR/RiSmARR8 t FY301 2 FRAME NEAO/sLL/Jm 0083 -TB 2 FY302 AS REDD. SIAM DEAD- 7/18' GLASS 8083 -Te - 3 M03 AS READ. ANCHOR C04ER 8083-78 •- 4 _ E203 AS REOD.. MAZMO BEAD MA NEOPRENE ULTRAFAD .8 - FLO-80 1 MASS SPACER - 1/8" HIGH SIUCONE FRANK LOWE 6#10 X-1" D FRAIdE ASSEMBLY SCREW CRS PI SFAS 7 FY120 - FLUi FRAME ADAPTER 8083-T8 OPTNINN. RECT. OR SQUARE WINDOWS MR TYPICAL ANCHORS SEE ELEV. FOR SPACING m Z F Ito V4 v CIRCULAR PMDOWS MITER CORNERS .... ....... . . ..... . ... IRS .'RODUCf RENEt MP - F K AsadmpiytagwRh Iha F10rM Raiding Coda AaeptaecaNa Q' Xd Fapiralion g � ass n�i�at er • co g < m � H -- FLA.- Engn JAYAD PRODUCTRUVISRDCAf.cowlylag with R� FWda OPE J .T�82 AagepWBwoNo g �6J qq mbalbto tQ. ' MI adeProdudC n;o_ � , aO-- shear-- i a•i g e Q [ORS R SPACM a'r 1 .O ne aea. TYPICAL ANCHORS. SEE ELEV. FOR SPACINO a a = .d A a •• ••• • • • • • • • • • • • • ••• • • • • ••• • . • • • • • • • • •• •• • • • .• .. ••• INSTALLATION DPTAW {PITH FLUSH 0 FRAME ADAPTER • •t• • •t• • ••• 000.• •• . . ••. . •••• ••••.: • • • • • • • • • • . • • • • • • • • •• •• • • • .• .. ••• 0 0 a ••• 0 0 Q Z Hilo . MoDUCT RENCimr, ase&wplyln altAthe FlotM&, 8nldfa®Cods AsceptaneeNo d 9 Imllon Date 1►11nm ePt'oitutl,Go>t CbVlI. PRODUCFituvis O •[ a �qn FIA / moompIylnoadc thepiorg* CA. Aaep�te�no� 1 recon sato 14 g slots D M adaPmEodOaotr droving no. W09-20 Z Hilo . MoDUCT RENCimr, ase&wplyln altAthe FlotM&, 8nldfa®Cods AsceptaneeNo d 9 Imllon Date 1►11nm ePt'oitutl,Go>t CbVlI. PRODUCFituvis O •[ a �qn FIA / moompIylnoadc thepiorg* CA. Aaep�te�no� 1 recon sato 14 g slots D M adaPmEodOaotr droving no. W09-20