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WS-17-1735
Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-7-17-1735 Permit Type: Windows/Shutters arkMClassification: Window/Door Replacem Permit+Status: APPROVED Issue Date:' 8/4/2017 Expiration: 01/31/2018 Parcel Number 10295 NW 1 Avenue Miami Shores, FL 1131010180060 Block: Lot: Applicant DANIEL GERGELY Owner Information Address Phone Cell DANIEL GERGELY 1095 NW 1 Avenue MIAMI SHORES FL 33150- (301)520-6392 1095 NW 1 Avenue MIAMI SHORES FL 33150- Contractor(s) DEDCO CONSTRUCTION INC Phone (305)525-3912 Cell Phone Valuation: Total Sq Feet: $ 9,800.00 840 Type of Work: REPLACE EXISTING WINDOWS AND DOORS No of Openings: 14 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $3.60 $3.60 $2.00 $240.00 $12.00 $8.00 $275.20 Pay Date Pay Type Invoice # WS-7-17-64494 07/06/2017 Credit Card 08/04/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 225.20 $ 225.20 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building OWNERS AF Ow' 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 .nd in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting thisI assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for E L, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. construction +Il- r 1�Auth. at� fy that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating more, I authorize the above -named contractor to do the work stated. e: Owner / Applicant / Contractor / Agent August 04, 2017 Date Building ep ment Copy August 04, 2017 1 BUILDING XUILDING PERMIT APPLICATION ❑ ELECTRIC PLUMBING JOB ADDRESS: City: Miami Shores County: Coounntty: Folio/Parcel#: l 1 .-- 4 ` -OL' - 07(pC/ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 I -I Master Permit No W-- 1435 Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR 1e01 khtlo At[,,,�_j DRAWINGS Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: oag3 OW j J Miami Dade Zip: Is the Building Historically Designated: Yes NO Construction Type: City: k vv' ` I,,nvf S State: FL Flood Zone: BFE: FFE: Phone#: 36(-5X 02 Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Tell ez) t n51lue&A1 Address: ZZ-lr Sid /3/ PL City: ki/4.41 Qualifier Name: 0/w eta State Certification or Registration #: •<-76e-• /v/d6 -7,P DESIGNER: Architect/Engineer: tR S - „D � Value of Work for this Permit: $ 4j• Address: Type of Work: Dessc1rip�tion/of ❑ Addition ❑ Specify color'of color thru tile: A(C_ Phone#: .?ar sror-3W2 State: 7� Zip: 33 /7r- Phone#:lam �/r �' `7'/2 Certificate of Competency #: Phone#:�• =' epi etc' City: MIA`1 State+ Square/Linear Footage of Work: Alteration ❑ New Repair/Replace ❑ Demolition P51144 W wln91¢dlais._ ►�z• Submittal Fee $ ' G Permit Fee $ 2 mot- U Scanning Fee $ c Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE$2) `J 243 .1 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. j a } >L. 3 1 ' i • "WARNING TO. OWNER: YOUR FAILURE TO RECORD A NOTICE OF. COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR"PROPERTY. IF .YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to att'chment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection ich .ccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a rfrov d and a reinspection fee will be charged. Signature OWNER or AGENT T�i-e foregoing instrument was acknowledged before me this cp v day of J0414-t , 20 / 7 , by )an Let- .� '%_;, ., y , who is personally known to O/� V ��l�j:, , who is p rsonally known to r: me or who has produced 12) Z.. - . , .' as .,:me or who has produced.,, } .. 6 %. r � as identification and who did take an oath. s NOTARY PUBLIC: * * * * * * * identification and who did,tak n oath. NOTARY PUBLIC: Sign: 1 Print, Seal: ;:*.... °' u MI5S{O� #FF170234 Seal: nt,�' HR ,:a.. `e s nataber 2i, 2018 o'?aRa �Xp, MISSIpN F1y'I:UIF?_' ?� EXPIRE rrirtaieS O. kto 4001)r3a�s *** ** Florid **************************************** !• *;****** ************ CONTRACTOR The foregoing instru was acknowledged before me this day of `3J . , 20 /7 , by APPROVED BY Sign: Print Plans Examiner _ L. ' mi .il�d.`:ur/eri",.. � Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3101-018-0060 Property Address: 10295 NW 1 AVE Miami Shores, FL 33150-1219 Owner DANIEL GERGELY ABBY LEPOLD Mailing Address 10295 NW 1 AVE MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,066 Sq.Ft Living Area 1,642 Sq.Ft Adjusted Area 1,735 Sq.Ft Lot Size 8,640 Sq.Ft Year Built 1963 Assessment Information Year 2017 2016 2015 Land Value $190,291 $190,291 $140,556 Building Value $138,869 $139,876 $120,756 XF Value $33,234 $33,588 $5,217 Market Value $362,394 $363,755 $266,529 Assessed Value $362,394 $363,755 $176,302 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $90,227 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NAVARRO SUB PB 12-59 LOTS 14-15-16 LESS N 7.5FT BLK 1 LOTS SIZE 80.000 X 100 OR 19706-2224 05 2001 1 Generated On : 6/27/2017 Taxable Value Information 20171 20161 1 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $312,394 $313,755 $126,302 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $337,394 $338,755 $151,302 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $312,394 $313,755 $126,302 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $312,394 $313,755 $126,302 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 07/22/2015 $468,000 29741 4870 Qual by exam of deed 05/01/2001 $143,000 19706 2224 Sales which are qualified 04/01/2000 $0 19143- 1829 Sales which are disqualified as a result of examination of the deed 01/01/1997 $0 17496- 0899 Sales which are disqualified as a result of examination of the deed 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 http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/27/2017 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 RUFIN, OMELIO DEDCO CONSTRUCTION INC 2225 S W 131ST PLACE MIAMI FL 33175 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! • RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSI L GULATION CGC1510678J a,06/14/2016 t CERTIFIED GI RUFIN, OMEL DEDCO CON IS, CERTIFIED under the p.rotsions..of Ch.489 FS. Epeation date': ,AUG 311;; 22O18 y� , :... c L1606140001346 �..t'n'�,,.s^j`�&t117i';..bY' R' a:`fia3:r".„„'...v±PMr..LVch!'d' na +:"t:,,cko DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION - CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER CGC1510678 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489-FS. Expiration date AUG 31, 2018. •RUFCN,OMELIO ,.DEDCO•'CONSTRUCTIOI .2225 S G,W 13:1 ST-PLACE' IAMF ': _. ... ��13-33 ISSUED: 06/14/2016 DISPLAY AS' REQUIRED BY LAW . :SEQ. * 11606140001346 008802 Local Business Tax Receipt Miami —Dade County,. State of Florida —THIS IS NOT A BILL — DO NOT PAY 5771291 BUSINESS NAME/LOCATION DEDCO CONSTRUCTION INC 2225 SW 131 PL MIAM1 FL 33175 OWNER DEDCO CONSTRUCTION INC C/O OMELIO RUFIN QUALIFIER Worker(s) 1 • RECEIPT NO. RENEWAL 6017941 EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art 9 & 10 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC1510678 PAYMENT RECEJVED BY TAX COLLECTOR $75.00 07/13/2016 CHECK21-16-084813 This Local Business Tax Receipt only coafinns payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami —Dade Code Sec 8a-276. For more information, visit www.miamidade.aov/taxcollector From:.Flavia Ribot Reyes Fax: (305) 239-8988 To: Fax: (305) 756-8972 A(.. (JKLJ G` Page 1 of 2 06l2712017 9:09 AM DATE (MMro/Y oYYY) CERTIFICATE OF LIABILITY INSURAN E I 06/27/2017 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 policy(les) must have ADDITIONAL INSURED provisions or 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 endorsement(s). PRODUCER Anchor Underwriters Inc. 10300 Sunset Drive, Suite 181 Miami, FL 33173 CONTACT Flavia M. Ribot Reyes (A/C No No Est): 305 239 8996 (AX A No): 305-239-8988 AAIL DD SS: info@anchorunderwriters.com INSURER(S) AFFORDING COVERAGE NAIC# INSURERA: Rockingham Casualty Company 42595 INSURED Dedco Construction Inc. 2225 SW 131 PI Miami FL 33175 INSURER B : INSURERC: INSURER D : INSURER E : 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. INSR LTR TYPE OF INSURANCE AUUL INSD bUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY RFLG201404-00 01 /08/2017 01 /08/2018 EACH OCCURRENCE $ 1,000,000 X OCCUR DAMACLAIMS-MADE PREMISES (Ea occurrence) $ MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1 ,000,000 GEN'L X AGGREGATE LIMIT APPLIES JECT PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OPAGG $ 2,000,000 Deductible-BI/PD $ 1,000 AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS NON -OWNED COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB O OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENT ON $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A PER STATUTE OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) ****************,fir-A,r-n n i !'-1,n ,Tr, n e•T� r-, _ _ .. .-... ....- ... .. �.. ___.. .._ CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOR I 3. rE'i;, SENTATIVE O 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD From: Flavia Ribot Reyes Fax: (305) 239-8988 To: Fax: (305) 756-8972 Page 2 of 2 06/27/2017 9:09 AM JEFF A1fINATER 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: PERSON: FEIN: RUFIN 203977630 9/30/2015 BUSINESS NAME AND ADDRESS: DEDCO CONSTRUCTION INC. EXPIRATION DATE: 9/29/2017 OMELIO 2225SW131 PL MIAMI FL 33175 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR 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 certificate, 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 DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 DEDCO CONSTRUCTION INC. 2225 SW 131 PL. MIAMI,FL 33175 Date: 0 — c'' (7. State of +1COVA County of . ' Before me this day personally appeared O o I4Lt' who,being duly sworn,deposes and says: That he or she will be the only person working on the project located at: lOfrl NV/ f t • M(ALA ► * eYlefr .//6/ Contractor Signature Sworn to (or affirmed ) and subscribed before me this ___ d B Y Personally know Or Produced identification Type of identification Produced o /7 NANDEZ .•tir�`. e; ; IVANY `:• MY COMM SION #FF170234 EXPIF1ES October 21, 2018 -0153 Florld®Nota Sorvioe.Gom Miami Shores Viiiage 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 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 does not require verification of workers' compensation i 'urance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BE O YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of By Notary; -- SEAL: ,20 /'. who is personally known to me or has produced as identification. ,oa.*•Lp""', IVANY HERNANDe `• 'b. .,•f MY COMMISSION #FF170234 46. �,' „ OF,� EXPIRES October 21, 2018 l`r ruF,,. 4.4143 RimideNeMoy tr tigemem Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Quail , er/ • ' ner Signature Date Print Name SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROOQ CORPORATION 9360 Sunset Dr. I STE 220 I Miami, FL 33173 I T. 305.264.8100 I F. 305.262.6978 I ww.afcer�g.copi I alfarooq@a wfceng!Cdrfi:• . • • • Project Number: 30756-2359 Client: Juan Carlos Rey ECO WINDOW 9114 nw 106 st Medley, FL 33178 Date Requested: Mailing Address: .. •• • • •• . •...•. .• 12/22/MP:23:19.l M, Juan•CarkgRey • • • • ECOSIWIMOW ••••• • 9114gw108st •• • Medley, F1.33178 • oo ..• • • ••.•• ••• Project Address: 10295 nw 1 ave MIAMI SHORES FL 33150 Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category C Roof Type Sloped 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 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate Toads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2016 , Copyright AI-Farooq Corporation Job Name: • • 1029SNW• • • • _. • •.•••• .•• • • • •• • Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2014 FBC. Design Wind Pressures (PSF) Trib. Area (ft 2) 10 Zone 4 +40.1 -43.5 Zone 5 +40.1 -53.6 ZONE 4I= ZONE 5 d-1D% OF LEAST HORIZONTAL DIMENSION HEIGHT 'H' FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT Valid Only with Engineer's Seal CAN (EB) #3538 • FLORIDA 12 • KITCHEN GARAGE BEDROOM LIVING ROOM BATH BATH BEDROOM BEDROOM GENERAL NOTE: - ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE WIDTH SHALL BE NOT LESS THAN 20" AND THE HEIGHT SHALL NOT BE LESS THAN 24" . THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE FINISHED FLOOR. - WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCT CONTROLS. • 4 - ONLY THE OPENINGS THAT ARE IDENTIFIED WITH 21 THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURE AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. �.l z5T1? 4.6 /A)6 JUj,06 2'7 BY: 7N, >- m APPROVED BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STAFF AND COUNTY RULES AND REGULATIONS CM WINDOWS .• •••• •. •• •. • • .• • • • • OOOOO WINDOWS ArgD f3Qt)F3l ••••; •'•. •• ••• •• • • • •• 10295 NW 1 AVE • MIAMI SHORF�S Ft. 33150 :• • •• • • • • •• • • • • • • •• •• • • • • • ••• • •• •• •••• • No. R. s on/Mw. Data a e PERMIT FLOOR PLAN 1 .. ,/"'.-V • • •••• • 53" /- 38' • QTY= 5 QTY= 2 HORIZONTAL ROLLINS 200 L.M.I. HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 15-0728.05 N.O.A. 15-0728.05 QTY= 1 FRENCH DOOR 600 L.M.I. N.O.A. 15-0603.13 f- 74" 50 0 0 (10 QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 15-0728.05 QTY= 1 FRENCH DOOR 600 L.M.I. N.O.A. 15-0603.13 1t 74" /- 3 QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 15-0728.05 35�"- 2 .� • QTY= 1 FRENCH DOOR 600 L.M.I. N.O.A. 15-0603.13 QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 15-0728.05 106" 502" QTY= 1 HORIZONTAL ROLLINS 200 L.M.I. N.O.A. 15-0728.05 CM WINDOWS •. •... • • . . • .. •WINDOWS AND EQ�F1 • • •. • • • •• . • • •• 10295 JW 1 AVE MIAMI : HORE6 Pr33150'••• •'• • . • • •• . • • . • • •• • • • • • • • • •• .• •• • • • • ".. Revhbn/laue Dot. Ihml_ PERMIT WINDOWS AND DOORS ELEVATIONS ONIY • • • • . . 1 • . I • • . • • • • WINDOWS AND DOORS SCHEDULE MARK DESCRIPTION GLASS TINT. FRAME COLOR PANEL STYLE WIDTH X HEIGTH MANUF./ MODEL TESTED WINDOW PRESSURE(P.S.F.) N.O.A. ALUMINUM FRENCH DOOR IMPACT RESISTANT 5/16" LAM. (TYPE "G1") GREY WHITE X 38" x 82" ECO WINDOWS SERIES 600 +70 -75 15-0603.13 0 HORIZONTAL ROLLING 5/16" LAM. "A") GREY WHITE XO 37" x 38" ECO WINDOWS +70 15-0728.05 ©ALUMINUM WINDOW IMPACT RESISTANT (TYPE SERIES 200 -80 HORIZONTAL ROLLING 5/16" LAM. "A") GREY WHITE XO 37" x 38" ECO WINDOWS +80 15-0728.05 ©ALUMINUM WINDOW IMPACT RESISTANT (TYPE SERIES 200 ALUMINUM HORIZONTAL ROLLING WINDOW IMPACT RESISTANT 5/16" LAM. (TYPE "A") GREY WHITE XO 53" x 38" ECO WINDOWS SERIES 200 +70 -80 15-0728.05 /� �`* I ©ALUMINUM HORIZONTAL ROLLING 5/16" LAM. "A") GREY WHITE XO 37" x 38" ECO WINDOWS +70 15-0728.05 WINDOW IMPACT RESISTANT (TYPE SERIES 200 -80 6 ALUMINUM HORIZONTAL ROLLING WINDOW IMPACT RESISTANT 5/16" LAM. (TYPE "A") GREY WHITE XO 53" x 38" ECO WINDOWS SERIES 200 +70 -80 15-0728.05 HORIZONTAL ROLLING 5/16" LAM. "A") GREY WHITE XO 37" x 26" ECO WINDOWS +70 15-0728.05 OALUMINUM WINDOW IMPACT RESISTANT (TYPE SERIES 200 -80 ALUMINUM HORIZONTAL ROLLING WINDOW IMPACT RESISTANT 5/16" LAM. (TYPEA GREY WHITE XO 74" x 38" ECO WINDOWS SERIES 200 +70 -80 15-0728.05 8 ALUMINUM FRENCH DOOR IMPACT RESISTANT 5/16" LAM. (TYPE "GI") GREY WHITE XX 60" x 80" ECO WINDOWS SERIES 600 +70 -75 15-0603.13 9 ALUMINUM HORIZONTAL ROLLING WINDOW IMPACT RESISTANT 5/16" LAM. (TYPE "A") GREY WHITE XO 74" x 50 1/5" ECO WINDOWS SERIES 200 +70 -80 15-0728.05 (10) ALUMINUM HORIZONTAL ROLLING 5/16" LAM. "A") GREY WHITE XO 37" x 38" ECO WINDOWS +70 15-0728.05 0 WINDOW IMPACT RESISTANT (TYPE SERIES 200 -80 ALUMINUM FRENCH DOOR 5/16" LAM. ECO WINDOWS +70 ® IMPACT RESISTANT (TYPE "GI") GREY WHITE X 35 1/2" x 82" SERIES 600 -75 15-0603.13 HORIZONTAL ROLLING 5/16" LAM. "A") GREY WHITE XO 37" x 38" ECO WINDOWS +70 15-0728.05 ®ALUMINUM WINDOW IMPACT RESISTANT (TYPE SERIES 200 -80 ALUMINUM HORIZONTAL ROLLING e 5/16" LAM. "A") GREY WHITE XOX 106" x 50 1/2" ECO WINDOWS +70 15-0728.05 WINDOW IMPACT RESISTANT (TYPE SERIES 200 -80 CM WINDOWS •• ••• • • • • • •• • WINDOWS 1 D•ab:Eli ••, •. ••• •• • • •• 10295 NW 1 AVE • MIAMI SHORES el! 331E6:.. •` • � • • • •• • • • • • 0 • •• • • • • • • ••• • •• • ••• • No. Revision/Nan Dot. sad — PERMIT SCHEDULE Owe .1r AVM 3 • . • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 gllowed by flit td•thority Having Jurisdiction (AHJ). • •. . • • • . This NOA shall not be valid after the expiration date stated below. The Miami-Dade•Qa ty Produc4 Control • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade•Gehty) reserve•tTie right to have this product or material tested for quality assurance purposes. If this prpdticE or materia,l•fails to •.•. perform in the accepted manner, the manufacturer will incur the expense of such ttStittg and A•HJ max • • immediately revoke, modify, or suspend the use of such product or material withtrt!Wit jurisilirA . REl;•;.•• 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 applicablg luifcrng code. • • This product is approved as described herein, and has been designed to comply.witli•the Fkridz33uilding• • Code,_includingthe • High Velocity Hurricane Zone. •..' • rm• • • • : (.F DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I • •.: • APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard"Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0317.01 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. MIAM1FDADE COUNTY APPROVED 5 NOA.No .15i:t1228�05 �!' Expiration Date:May27; 20191 Appoval"IJ►a' temlk 03720i5"'° _ Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, 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 pe?FBC, TA$ /2;94 • 2) Large Missile Impact Test per FBC, TAS 2Q� ���• • 3) Cyclic Wind Pressure Loading per FBC, TAS.243-94 : • • • • ;• 4) Forced Entry Test, per FBC 2411.3.2.1, and. 4AS °202-94• • •' • • • • • along with marked —up drawings and installation diagram of arf A num : file hung• • ; • • • window, prepared by Fenestration Testing Laboratory, Inc., Test Report Nd •..... 00000 FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinst ry P.E. •; o (Submitted under previous NOA#14-0317.01) • • • • • 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, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 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. (Submitted under NOA#09-0312.08) Manue ere , P.E. Product Cont of Ex iner NOA No.-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-1 . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Vandido:PF . ont, • ...... P.E. •• . . (Submitted under NOA#09-0312.08) . • . ' ' • 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 261t94' . .. 2) Cyclic Wind Pressure Loading per FBC, TA..203-94 • .... • .... along with marked -up drawings and installation diagram of a X10Y,.a1umin . • horizontal sliding window, prepared by Hurricane Engineering'k•T sting, Ind., Vest ...... Report No. HETI-08-2228B, dated 01/15/09, signed and sea1i813y randido F. Font, . • •• P.E. ............ • (Submitted under NOA#09-0312.08) •.. . • . • • .•.....• 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 ••• ; • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 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) Manuel P ez, P.E. Product Control xa iner NOA No. 15- 728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, 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 Resourr,es (13.ER) •""• • • • •••• •• . •.• , E. MATERIAL CERTIFICATIONS ...... ' • • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amc!i'it5; Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring o N411/16."", 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmericAanc. foW it "SentryGlas® (Clear and White) Glass Interlayers" dated 9677$115, ex''irhlg on 07/04/18. "▪ • • • • • •...•. F. STATEMENTS . • • •• • 1. Statement letter of conformance, complying with FBC 5th Edition (2014), anti of no _.� financial interest, July 8, 2015, signed and sealed by Javad Ahmad, P.E. ...... • • • • a • , G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I.", approved on 04/10/14 and expiring on 05/27/14. E-3 ---)124(1,1440 Manuel ` z, P.E. Product Contra ambler NOA No. 15-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 • • 72" 3 1/2" MAX. HEAD/SILL CORNERS WINDOW WIDTH 3" 4" II I ICI I y , I I. VENT HEIGHT 55 7/8" a __ F� I I I 11 1 D.L OPG. 1 o /. /. _ I I I 1 � _ P FALSE MUNTINS (SURFACE APPUED) MAY BE USED 31 1/4" D.L. OPG. 35 3/8" VENT WIDTH 1`I II I I 32 3/4" D.L. OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8" HEAT STREN'D. GLASS .090" Interlayer Butocite PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'A' 1/8" HEAT STREN'0. GLASS .090" Interloyer SentryGlas By 'Kuraroy America, Inc.' 1/8" HEAT STREN'D. GLASS in 3 1/2" MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) . MAY BE USED TYPICAL ELEVATIONS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'B' GLAZING OPTIONS 9/16" MIN. TYP 111" WINDOW WIDTH 10 5/8" MAX. 4" HEAD/SILL CORNERS 3" I�`I "I�{\-1=1- -.i\-1-1-1¢,--I 11 �1 I 11 fill J1 D J/ I /. - =_=i1=� _ /. / 1 1—_ I ====11t= I1 B O ___L_'1_1�—_ =t====t= I // i 1 / '/ 11 3 r I - 7.i. - .. _ 32 3/4" D.L. OPG. 36 7/8" VENT WIDTH 32 3/4" D.L. OPG. TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREN'O. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'O. GLASS .090" Interlayer Butacite PVB By 'Kuraray America, Inc: 1/8" HEAT STREN'D. GLASS CARDINAL XL EDGE SPACER ST. STEEL SIUCONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' (2) ANCHORS (4) ANCHORS MARKED WITH AT MTG. STILE ENDS TYP. REQD. FOR SIZES AND LOADS '*' ON SHEET 2 ONLY ECO—GUARD SERIES-200 ALUMINUMHORIZONTAL ROLLING WINDOW DESIGN —LOAD —RATINGS- FORT. I c.:7 ' .'"NDOWS"TO`BE—AS—PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS 7. 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. • •- •• .0 a •••• • •••• ••- • • • •••• • .. . • • • • • • �• r-. 0 N 8 0 U • • • • • • • • • • • • N uj W N' 0) M w SOonn o • • —.I••• 00 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METAWC 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 BUILDING CODE. SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Engr: JAVAD AHMAD CML FLA. PE # 70'i'!)2 5 C.A.N. - !2�0 2015 PRODUCT REVISED al complying with the Florida Building Code Acceptance No 1 Ex iration Dale By MiamDade Product Conti' 0 $•0 oil 0 0 0. 0 L. 0 N 0 N 0 r T A 0, 0 g 0 0 N 0 0 0 0 W w N 0 v° N 8 z ,t, drawing no. W09-12 sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. W/0 REINF. WITH REINF. A GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" ( 37 ) 53=1 /8" 74" 4 , -_70.0, 80 0- _80.0 90.0 70.0 80.0 26" 4 , 70.0 0 80.0 80.0 90.0 70.0 80.0 (3)-' 6 -70A '80:0' "80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-11 /2" 7 yi 53-1/8" 4 -"70.0', --80.0,- 80.0 90.0 70.0 80.0 38-3/8"''I 4 170,0 J el30U0 180.0 90.0 70.0 80.0 ._(4)_1 6 0, 80.0 90.0 70.0 80.0 8 4 70.0 80.0 80.0 90.0 70.0 80.0 (-74. 26-1/22- 37" 150-5/8" 53-1/8" ( 74" � 4 -70:0- '480:0'' 80.0 90.0 70.0 80.0 � `-(5)-..." 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70,0° . 80.0� 80.0 90.0 70.0 80.0 8 70.0 80.0 ) 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74" 63" (6) 4 70.0 800'' 80.0 90.0 70.0 80.0 4 68.9 77.5 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24" 36" 48" 60" 72" �3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" �4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" �6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR -..THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT -VENTS -TO -BE -OF -EC/ Al CLASS DLO WIDTHS 'xo OR ox' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. If/0 REINF. WITH REINF. A GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74 106-1/4" 111" 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 _'74 -74" 106-1/4" -11'1"7 50 .,„(5) .112 \ 9 , 70.0 80.0_ ,, 80.0 90.0 70.0 80.0 i 70.0 $80.0 1,80.0 90.0 70.0 80.0 12 .-70.0- 7'80.0 7 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 63" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.6 * 70.0 80.0 12 70.0 70.0 80.0 80.4 * 70.0 80.0 72" 84" 96" 108" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108' 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 48" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 * 70.0 80.0 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS - (1/3W) ( (1/3W)_ (1/3W) OPERATING VENTS TO'BE-1/3_OF THE -WINDOW WIDTH 'xox' ) DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A I9/0 REINF. WITH REINF. GLASS TYPE" 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 63) (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36' (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 72" 84" 96" �5> 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' • ••• ••• ••4 • • 1 ••• • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 Engr: JAVAD AHMAD CML FLA PE #70592 C.A., . 3538 0 20 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex • irallon Date 513y Mia i adc Product Con %--�o28 JT= •, vl Lam/ Z 0 1 te o 8 (,> H > ••• t] j �Oa�• • aQr$• 93 to' ag N O • Z *is rat! 1 64, • • 0 w N rn 0 J a I a 2 0 0 • • • • • v • • • 0 .•••er • o J a) J • • • : . (n I- )- (/) oo cnr rn rn O 0"") O u, Z 3ii_ 6 o o s1- Q W o, I revisions c 0 a U m 47, v 'v UPDATED to 2010 FBC 0) 0 a GLASS OPTION ADDED UPDATED TO 2014 FBC m 0 v r- g M 0 0 N 0 VI 0 0 c 0 0 W 0 N N 0 e -o _ >. A drawing no. W09-12 sheet 2 of 7 4 1BY WOOD BUCK •4 4 4 a TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGIn. DIST: • 4 o_ 0 0 M 1 I; I I I I •li \\ 4a . - a 0 w CO • 4. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE S of TYP CAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. �UU TYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 7 x N o. 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDC DIST. m 2 cn TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. co 0 Cg —o 0 w rt v = ;•• • •MP fig • • z''` # •••4 r t0 g. alt 0 M COMP -ANL\W09-12EC0) • • • 1•• • • • • (TYPICAL ANCHORS SEE ELEV. FOR SPACING 9 1/4" DIA. ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) INTO 2BYWOOD—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) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4'. MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) (#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (TYPICAL EDGE DISTANCE) INTO CONCRETE AND -MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Co = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN Engr: JAVAD AHMAD CML FLA PE # 70592 CAN. 3538 0 20Ir PRODUCT REVISED as complying with the Florida Building Code Acceptance No t Ex iratio Date By Miran a ade Product Can 0,5 J 752 8 a O 0 a • A o co • co it; 0 ,N 4- c 0 a 0 0 v UPDATED TO 2010 FBC 0 0 UPDATED TO 2014 FBC a 0 0 S 0 M, 0 n 0 ni N 0 4, 0 0 m 0 0 I�1 G, 0 I N 0 .o drawing no. W09-12 EDGE DIST. EDGE DIST. (sheet 3 of 7 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING w w W METAL STRUCTURE 1/4" MAX. SHIM STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XO LAYOUT VENT WIDTH D.L. OPG. 00 EXTERIOR 1/4" MAX. SHIMS 1BY WOOD BUCKS q TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH D.L. OPG. -SCREEN OP D.L. OPG. WINDOW WIDTH 1/4" MAX. SHIMS D 1BY WOOD BUCKS r STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY LTYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREEN OPT. WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING .1 1 /4" EDGE DIST. Engr: JAVAD AMMO CIVIL FLA. PE 70592 C.A.N. 3538 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 Ex iralion Date By Miwn' n ade Product Con y1V Z O F. • E • O R J eta o t p 0 aII y<< • • • •• $ • 0 w •••• �l„ _ 1 � • Li t7 rH • a) t• 01 N 0 COMP -ANL\W09-12ECO) • • • •...4.-- • •••• • • • • • ca • • •1M •• d 8 ••.• U •• o • o J• •J., y• cob o m••• o W • •n } W Ix co • i1 O o") O T • Z_ LL 3 O 4O W am M TEL. (305) 885-5299 r-. c 0 y 1 0 0 rn a) v NO CHANGE THIS SHEET MANUF. ADDRESS REV. GLASS OPTIDN ADDED UPDATED TO 2014 FBC a 1'3 0 0 O O O N N O Vi O 0 c m U O W 0 i N 0 N o a o u33 CA drowing no. W09-12 sheet 4 of 7 EDGE GIST. e• 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. 0 ALT. Q1 o s � EDGE DIST. v• to tn TYPICAL ANCHORS SEE ELEV, FOR SPACING to to METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. III SAL 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING e e '.1LT: a a ALT. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD AHMAD CIVIL FLA. PE fi 70592 C.A. . 3538 0 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 E • iraaion Dale By Miami • • • •• • • • • • • • • • .• • • • • • • • • • • • .•.. • • • •• • • • .•—: rCD 11 0 0 W N rn 0 J Z 0. 0 0 • .••. • • • U •• o J • 0) J• •I ��. co m•.. • Ltl •. '>-' w L- Vl IT. (nr M Ot O o Lcg 0 Z3�co Q U .w -J W rnM r' to O C O a U to NO CHANGE THIS SHEET NO CHANGE THIS SHEET UPDATED TO 2014 FBC 0) O O N ro 0 0 d lV 0 N_ n 0 0 C U W cr. N esi 0 0 8 ii drowing no. W09-12 sheet 5 of 7 2.750 3.249 .813 L 3.876 FRAME HEAD FRAME SILL .500 r1.0671 .715 L062fl 1.140-"-{ 1 1.434 O VENT TOP/BOTTOM RAIL OS JAMB STILE MEETING RAIL 3/16" .719 STEEL REINFORCING .045 1.047 .803 .045 GLAZING BEADS .803 1.047 SILL TRACK .500 2.750 1.187 .062 2.812 874 L- 1.687 MOV. FRAME JAMB O FIXED MTG. RAIL - .750 2.812 .062 2.750 .969 1.688 —d O FIXED FRAME JAMB 2.688 0 FLUSH FRAME ADAPTER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY201 1 2 FY202 1 FRAME HEAD FRAME SILL 6063-T6 6063-T6 3 4 5 6 7 8 9 10 10A 11 12 13 14 15 FY203 FY205 FY1o1 FY104 FY105 FY206 FY107 FY108 FY110 FY204 FY20S FY209 1 AS REQD. AS READ. 1/ VENT 1/ VENT 1/ VENT 2/ VENT AS READ. AS REOD. AS REQD. AS REQD. AS RTEQD. 4/ VENT 2/ VENT SILL TRACK INSERT MOV. FRAME JAMB FIXED FRAME JAMB FIXED MTG. RAIL VENT INTERLOCK JAMB STILE TOP ANO BOTTOM RAIL 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 GLAZING BEAD (LAM. GLASS) 6063-T6 GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 REINFORCING BAR REINFORCING BAR ADD —ON SILL RISER ROLLER HOUSING & GUIDE ROLLER STEEL STEEL 6063-T6 CELCON BRASS USE AS REQD. • 16 17 FY210 #BX 1" 2/ VENT AS READ. ROLLER PIN FRAME/VENT ASSEMBLY SCREWS ST. STEEL CRS P.H. SMS • • • 18 19 20 21 22 #8 X 3" W23181 0300T190 E207 E203 2/ VENT AS REOD. AS REQD. AS REQD. AS REQD. FIX. RAIL SILL SCREWS (SILL END) FIN SEAL W.STRIPPING BULB SEAL BULB SEAL GLAZING BEAD BULB CRS Q-LON SANTOPRENE SANTOPRENE P.H. SMS ULTRAFAB SCHLEGEL ra • • • ••• • • • • • • • • •• .•• • • ULTRAFAB, DUROMETER 651t5 • ULTRAFAB, DUROMETER 65±5 23 FLB-50 AS READ. GLASS SPACER SILICONE FRANK LOWE 24 25 SL203P #8 X 1/8" 2/ VENT 2/ LATCH SWEEP LATCH LATCH INST. SCREW ST. STEEL SULLIVAN & ASSOC. OH SMS 26 WA2L 2/ WDW. WEEP VALVE PREFERRED ENG. PRODUCTS 27 1/ VENT 5/16" BOX SCREEN OPTIONAL 28 FY120 FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A Engr: JAVAD AHMAD CIVIL FLA. PE l 70592 C.A.N. 3538 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15-0 k?i: imtion Date By Mi.a + Dade Product Coutr revisions • FAX. (305) 262-6978 COMP—ANL\W09-12ECO • • •.if • 0 •• ▪ 0 J • rn J a7 • •c �• co ••• 1� • a W •n N I- T_ CO 0 a+ 0• 0Priin 0 Z_ CO Z} U : • w 0 0 L U N UPDATED TO 2010 FBC MANUF. ADDRESS REV. GLASS OPTION ADDED UPDATED TO 2014 FBC T .0 O v N 0 0 a_ 0 0 O C 0 w C cn 0 0 a N ii <i �r 0 a t 0 drawing no. W09-12 sheet 6 of 7 FRAME TOP CORNER VENT TOP/BOTTOM CORNERS FRAME BOTTOM CORNER FIXED MTG. RAIL CORNER Engr: JAVAD AHMAD CIVIL FIA. E ft 70592 CA. 3538 902015 • • . •• • • • •• • • • • •• • • • • • • • • • •• •a • •• • N • ••••!�M • 8 • • !A • -J• • • • w• co • • O Q1 Q2 cc O 0 OW Ce Q O (''.1 rr a 8 Oaa4. O r �• elkto y .Q W a r F- •••• COMP -ANL\W09-12EC0 • PRODUCT REVISED As complying with the Florida Building Code Acceptance 15'0 28 Acceptance No 05 Ex iralionDate 1� By i•�, •++S c (n C 0 N G) L • O U N (I) NO CHANGE THIS SHEET 0 U 0 .0 co ..0 b 'o 0 0 0 N 0 0 O O C m U 0 W O N N n N 1i °v N 0 l u drawing no. W09-12 (sheet 7 of 7 •• • • • • • • • • •• • • MIAMI•DADE COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 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 Cont181'Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resEsue the righj to'have this • • • • • product or material tested for quality assurance purposes. If this product or material fails4e.perform in the ncepted •• manner, the manufacturer will incur the expense of such testing and the AHJ may immthinlaly revoke, grodify, 6r suspend the use of such product or material within their jurisdiction. PERA reserveS'the� fight t4je'oke thy. acceptance, if it is determined by Miami -Dade County Product Control Section that this lii.btlilct or mate>ciaf fails tq • • • meet the requirements of the applicable building code. • •� • • • •; • • •.... This product is approved as described herein, and has been designed to comply with the ;10� 1c1'a Buildir g'Code, ...... • • •• • including-the.High Nelocity.Hurricane.Zone. : • ; • • f DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M:I•• •• • • • •' • APPROVAL DOCUMENT: Drawing No. W12-08 Rev C, titled "Series 600 Alum OutswinA Entrthice•Door 0000; (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 andlast revised on SEP 04, 2015, 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 Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 . See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 771. 2. Laminated glass types G1 and G2 are limited to .090" Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #12-0402.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY APPROVED te� 1`IQA NoJ.5 0§93,t 1131 (Expiration Miler MarcI 20, 2019 APprovalltate:-0e 1w4 ;2 Pagel ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 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-'911•; • • ' • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94' • along with marked -up drawings and installation diagram of an aluminum Otttsyyiyrg Frexdli t?Qor, •...... prepared by Hurricane Engineering & Testing, Inc., Test Report No. • • • • . • HETI-12-3357, HETI-12-3358, HETI-12-4003 HETI-12-4003 and HET!:...•�027dAtu 05/16- ' 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 letteT'dated yy4;9, 20;1.• :. issued by Hurricane Engineering & Testing, Inc., signed and sealed by Raffel.E. Droz-Sed•a, P. E.,,,,: C. CALCULATIONS ' • : • 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). • • .•••.. • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.T. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5t'' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. 14-p►a 1. (._14 _ �haq I. Chanda, P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 E-1 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. HEAT STREN'D. GLASS .090" Interloyer Butocite PVB By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 (GLASS TYPE 'G 1 ' i 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer Soflax Clear And Color Gloss By 'Eastman Chemicol Co.' 1/8" HEAT STREN'D. GLASS z a io o+ c9 f 0 w w 3/16" HEAT STREN'O. GLASS .090" Interloyer Butocite PVB By 'Kuro►oy America, Inc.' 3/16" HEAT STREN'O. GLASS SILICONE OOW CORNING 899 GLASS TYPE 'G2' SILICONE DOW CORNING 899 GLASS TYPE 'G3' • SETTING BLOCKS AT LAM. GLASS • REQD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO • CLEAR BLOCKS ST. STEEL METAL SPACER SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AHMAD CIVIL FLA. PE ij 70592 C.A.N. 3538 4 2015 Z 0 Q2 Q. e O b 4 0 M o • 401 • � N •r a Hrfa 0 0 w CO 0 N 3 J Q I a 0 U • • • • • �• • • r �• . •--•, • PRODUC r REVISED se e•rply►wt wllr tic Florida Irrnkling Code Ac'ceptsoce N. 15^6t03. r3 E•pinMbn D.Ic/Mst Zaj 209 Wail PO* e rodoet Coatral 0 10 N a •� • •t• tn 0 — v wIV�W w W W rn M i�' N, c � N 0 N v c 0 0. U N 0 8 1 7 3 8 W a • • • a 0 0 0 tV 0 N 0 0 m U dote: 02-13-12 • • 0 8 H 0 x • • drawing no. W12-08 (sheet 1 of 9 • • 0) m FRAME HEIGHT 5" MAX. HEAD/SILL CORNERS CO co 39 3/4" MAX. FRAME WIDTH 12" MAX. HEAD SILL cL 0 0 0 11 / 11 11 / / JJ I I \ __== = \\ ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 1 I 26 15/16" 1 O.L. OPG. 37" MAX. LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION LEAF WIDTH (X) DOORS LOAD CAPACITY — PSF SINGLE DOORS (X) 000R DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT__ £XT.(+) INT.(—) 39-3/4" 37" r 96" 70.0 75.0 76" MAX. FRAME WIDTH HEAD do SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 5" MAX. HEAD/SILL CORNERS - ameaaer 12" MAX. HEAD SILL rn 0) w f N co 0 a 0 J 0 rr INACTIVE \I LOCK OPTIONS #1 OR #2 \ (OPTION 2 SHOWN) SEE SHEET 7. I FOR DESCRIPTI&4 //. // // / / / ACTIVE rn 0 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/16" D.L. OPG. 26 15/16" (XX) D.L. OPG. 37" MAX. LEAF WIDTH DOORS LOAD CAPACITY — PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(—) ( 76", 37" 98" 70.0 75.0 GLASS D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT — 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 12.813" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 22.125")/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. U) cc co w az ct '0 U 5" MAX. HEAD/SILL CORNERS 37 3/16" MAX. FRAME WIDTH 12" MAX. HEAD SILL O) x w 1- 0 0. 0 _Jt -===1x==== m SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-21 9 32 3/4" D.L. OPG. (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 tD �w U PRO DUE t' REVISED as complying with thr Florida, kabala& Cad• 15-0(,03• !3 Acceptance No Eapiealaen Date ° r III • . . •• •• • • 0 U w CO 0 O. 0 U •. •. • . • .� •• •..•� •• ..e •• g N .•.s.0 m • CC -I •• O • d • • • o • I- M 1rnco In S 3 to; O O o m o— z_ 0 zL U 7w Id 01 M w w N o) crt I 0 I0 0 w 1- C -1 N 0 • t_ C 0 0 N oI 0 . . a Jo 0 10 0 .11 P1 0 0 N 0 0 c U date: 02-13-12 0 N 0 N 0 D ;; u drawing no. W12-08 sheet 2 of 9 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELITE SIDEUTE WITHOUT FRAME WIDTH FRAME HEIGHT REINFORCING INCHES INCHES EXT.(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 70.0 75.0 36 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 92 69.8 69.8 36 64.1 64.1 37 63.3 63.3 24 63.3 63.3 30 98 57.8 57.8 36 53.1 53.1 37 52.4 52.4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 75.0 SIDELITE WIDTH REINFORCING AS READ. SEE CHART 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS, D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 148" MAX. 5" MAX. HEAD/SILL CORNERS 3" TYP. CLUSTER OF (4) ANCHORS AT HEAD/SILL TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 12" SILL }_-- I ' 1 t ,` i i. \\ \ \\ // '/' // '/ ----117--- it II II li // / -- I I t---- TESTED FRAME HEIGHT 87" �I D.L OPG. O I I I I III 1 /; / f / \ \ \ -= I /; '/• ,/ ___. \ \ \ \ • � oo M cc LOCK jet (0PTON SE f�R / \ \ 1-// cs� /' co y, n 2 coik J °o / OPTION OR/#2 1 S-ICAM) SHEET DESCRIPTION \ \ a p / / S :.1 \ o / I// 4 \ _ _ _ __ /r . /II/ J1 . _JL----- -=---1r === t . l I II I I 41==== 1 I I 1 I\, 1 .1 I/ ACTIVE 1 i T INACTIVE 1� i - -' 14 t- SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED i 32 3/4" O.L. OPG. SIDELITE FRAME WIDTH MAX. • SEE CHART AT LEFT 26 15/16" D.L. OPG. 26 15/16" D.L. OPG. 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) i (0 yNNw Iv 0 0 ) N z n 0 F, w < g FL 0d o tea�/. W 0 h V 8 ri o aaa4$*• .6.: h' ;, •• i.�W 3 L, a•• i.g.W (i1, o r ••:r• -.-C- ' "n. •. to • • • to 0) Q � 0 0 PRODUCf REVISED n complying Wilk the Florida beroNng Code Ateeplasce No 1 O6o Capitation Dolt `I iSK ` . �1rth H MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC--219 Engr: JAVAO AHMAD CIVIL F .PE70592 .A.N. 3538 04. 2015 parMa r w w 31 r• • C N 0 N 0 U 4, 0 0 a a UPDATED TO 2014 FBC a 8 tZ 8 a D 4, 0 •0 N N 0 0 0 N 0 8 0 c m 0 date: 02-13-12 1 0 0 N drawing no. W12-08 (sheet 3 of 9 9/16" MIN. THROW BOLT PENETRATION EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 2 00 1/2" MIN. THROW BOLT PENETRATION SHIM SPACE GLAZING OPTIONS SEE SHEET 1 cn TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. • , PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. 0 8 UCH TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SHIM SPACE 0 w 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. (,TYPICAL ANCHORS) SEE ELEV. FOR SPACING 1/4 DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ( #14 SMS OR SELF DRILLING SCREWS )(GRADE 2 CRS) ''INTO-MIAMI=DADE-COUNTY APPROVEDMULLIONS (MIN. THK. = 1/8") 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) TYPICAL EDGE DISTANCE INTO —CONCRETE —AND —MASONRY = 2-1 /2" MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. METAL STRUCTURE cc 0 UJ w TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING jrMIAMI—DADE COUNTY APPROVED I CLIPPED MULLION I SEE SEPARATE N.A cc 0 8 Engr; JAVAD AHMAD CIVIL F i PE 170592 N. 3538 U 4 NI) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • ••. • • • �•l PRODUC f REVISED as complying wUM Me Florid% Leading Code AccepiaaceN 15,:. 0Ita4. gsplrM OU IMit-2.12.e1 let DOOR DETAILS J -J (1) g W } W [n co S 0 ' J Z Ali � z 0 O w Wo 0 COMP—ANL\W12-08ECO •• . 0 0 • os •••a�• • vl •.•C. 0 N I m co c O > a� c 0 0. 0 N cn 0 8 a Ei 0 0 8 0 'O 0 0 1) 0 8 0 c date: 02-13-12 W 111 drawing no. W12-08 sheet 4 of 9 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING a w 0 0 w METAL STRUCTURE SEE SPEC SHEET 4 1 /4" MAX. • •- SHIM. .' TYPICAL ANCHORS SEE ELEV.'. FOR SPACING a O a n L., c9 a CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 1/4" MAX. SHIM' ACTIVE LEAF EXTERIOR D.L.O. 37" MAX. 18Y WOOD BUCK vn• LEAF WIDTH 39 3/4" MAX. 16 INACTIVE LEAF SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE D.L.O. 76" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING • 4 LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE EXTERIOR ACTIVE LEAF D.L.O. LEAF WIDTH 2 POINT LOCK ASSEMBLY DOUBLE DOOR FRAME WIDTH LOCK OPTION #1 4 POINT LOCK ASSEMBLY DOOR DETAILS Engr: JAVAD AHMAD CML FLA. PE # 70592 A.N. 3538 2015 1/4" MAX. SHIM 2BY WOOD By6K OR G`/ WOOD STR TURE EE NOTE HEET 1 J Z h 0 °' N g N a O o O w M O It O 3 � it) co • A a¢fl• moo (gin 00 •.• 0091 .. • •• 0 0 w CO 0 COMP—ANL\W • • • • .• 2� • • • • • • 414 TYPICAL ANCHORS SEE ELEV. FOR SPACING w N PRODUC 1' REVISED as complying whit tie Florida bilging Cock co Acceplsoce No 1t &4 b3• 1 c F.iplydis. Dsie 0 12.N O i, (C.L-0) .(-144 ,.k 2 M`asf Dark ►reel Como* ( C 0 n U cn 0) v 2 0 u 0. sa Z 0) O v N 0 N 0 0 4 0 C co U dote: 02-13— t 2 N drawing no. W12-08 (sheet 5 of 9 [DELITE FRAME H a 0 J TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. • SHIM SPACE GLAZING OPTIONS SEE SHEET 1 x N • ►, • EDGE DIST. t} a a• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING iv 0 0 0 0 W METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. - .. SHIM .ram W ,o 1/4" MAX. SHIM 1RY WOOD BUCK • EXTERIOR D.L.O. 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENOS AND 11" O.C. MAX. I(( D.L.O. EXTERIOR SIDELITE WIDTH • • REINFORCING AS READ. SEE SHEET 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 i 0 W 0 N a 2 0 0 • i•�•HBO •• ,.�:�,•� 3 a•ca ; ni.W 0 •• •►� Ci(9 NN .. • �•W e1 ••• • I. ••► (••• ••••) •• PRODUCI REVISED •• ,•Ty• as complying wit% 1be Fonda * '--• linkling Code Aceeptsact No .S »O Ld3 :k ,§, Eopk{stlM Dole '+t4 ? % • • w� D.L.O. LEAF WIDTH MAX. UNIT FRAME WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH SIDELITE DETAILS Engr: JAVAO AHMAD CIVIL FLA. PE 1 70592 A.N. 538 1 w w • • •• J CO J • v'• •••••► • � • •••00 . W► • w u_ N �r V) O o"PO to ) o s— • j) Z • LT! co o C'1-J W• rnM� in 0 N c 0 U REV. PER RER COMMENT T 0 0 0 0 0 0 0 0 0 N M 0 0 0 -a m 1 M d N .o Y Y drowing no. W12-08 (sheet 6 of 9 J •• • • • • • • s • • • •••••• • • ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 DOOR FRAME HEAD/SILL 6063-T6 2 E602 FRAME COVER 6063-T6 3 E603 DOOR FRAME JAMB 6063-T6 4 E604 SIDELITE TOP & BOTTOM FRAME 6063-T6 4A E626 SIDELITE 9° BOTTOM FRAME 6063-T6 5 E605 S10ELITE FRAME JAMB 6063-T6 6 E606 SIDELITE SLIP ON JAMB 6063-T6 7 E607 LEAF TOP & BOTTOM RAIL 6063-T6 7A E625 LEAF 9" BOTTOM RAIL 6063-T6 8 E608 LEAF WSTRIP ADAPTER 6063-T6 9 E609 LEAF NINGE STILE 6063-T6 10 £610 LEAF LOCK STILE 6063-T6 11 E611 LEAF ASTRAGAL STILE 6063-T6 12 13 13A 14 E612 E613 E613 E614 LEAF ALIGNMENT BRACKET LEAF CLAMP HINGE BACK-UP PLATE GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 6063-T6 6063-T6 6063-T6 4-1/4" LONG 12" LONG 14A 15 E109 E615 GLAZING BEAD (7/16" LAM. GLASS) GLAZING BEAD (INSUL. GLASS) 6063-T6 6063-T6 16 17 E616 E613 SNAP COVER BOLT SUPPORT 6063-T6 6063-T6 NOT SHOWN 18 19 20 21 FD-107 FB1202 FBR914SS AS REOD. 3/ LEAF SIDELITE MULLION REINFORCING BUTT HINGES FLUSH BOLT LEVER CONCEALED FLUSH BOLT ROD 6063-T6 ALUMINUM ST STEEL SULLIVAN & ASSOC. SULLIVAN & ASSOC. SULUVAN & ASSOC. • • • •• •• • • 4 •, ••• •.' • • • • • • •• 22 #12 SMS AS RECD. FRAME ASSEMBLY SCREWS 23 #12 X 3/4" HINGE INSTALLATION FASTENERS 24 25 W11323 3/8" DIA. THREADED ROD PILE WSTRIPPING FH SMS STEEL WOOL ULTRAFA9 4 26 E20618-KN-3020 BULB W'STRIPPING SANTOPRENE EPDM 27 28 29 E206 E622 GLAZING BEAD BULB GLASS SPACER FLUSH BOLT CUP SANTO:T.:,,- SILICONE NYLON FRANK LOWE '9BER CO. 30 DLOIRC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO 1 WB WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 34 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS 2/ UTE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 35 2/ UTE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. MEW f [lEVl$EO ss complying wilt flee Florlde hauling Cede o.D.Ie %124;111 tk 1c.4 L•','� Mast AR* nd.cl Castro' Engr: JAVAD AHMAD CML FLA. PE 70592 C N. 538 1kt 42015 •• • •* • •-•: • ••P • w • 0 3 g w w c r-• c c 0 N G 0 a U N N 0 a) 0 ID 0 h 0 0 0 0 0 m V 0 ro C 0 ro drawing no. W12-08 (sheet 7 of 9 LOCKS: OPTION #1; ACTIVE LEAF; 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" D1A. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM / / / / / / // / \ \\ \\ \ \ \ ACTNE HINGES: ill / \ / \ / \ / \ / \ / \ / /2 \ \\ -1 '4. // \ / \ / \ / \ / \ / INACTIVE M ACTIVE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION #2; ACTIVE LEAF; CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF; CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS /1 1 / // / / / / %/ / '% • \ .,m \ \\ \\ I ACTIVE `k .11 rIIV /1I\ / \ / \ / \ / \ / \ / // i \ \ / \ / \ / \ / INACTIVE iN ACTIVE Eng : JAVAD AHMAD CML FLA. PE # 70592 CA3538 0 y� W 0 t4 Z CY)� 0 1- J �t ID a 01 D_ 00 0 o 0. ce O O 13 4 ✓ 0 a0WC+) O O tt • �� /.° a•—• •••••r •• I .? • .•. • • • I • •• I • • • • • ••. PRODUC 1' REVISED as complying with the Florida balding Cod. wau .see No 1 -Oho3• r3 ll&Oration Date AigtliSt fAr le�C.rit01 • W 041) c 0 co w • • •� • (3 •••o J• rn• •••1 .••g • .W Uj •• • G • if O W • "'. • }. 1.11 +�� • NI. •• rn rn CO CO CO 0 0 5 0 0 a 0 v Y 0 "1 8 1) O 0 O 0 m U co M ii ( ) drawing no. W12-08 sheet 7.1 of 9 4.000 178 1.625 1 2.062 • DOOR FRAME HEAD/SILL 1.625 1.507 -.-I 1.750 --a SIDELITE TOP & BOTTOM FRAME .078 _ r.329 L-1 .81 2 J (� FRAME COVER 1.5001 O DOOR FRAME JAMB 1.750 1.507-4 LEAF TOP/BOTTOM RAIL LEAF HINGE STILE LEAF LOCK STILE 1.507 5.344 .078 LEAF ASTRAGAL STILE 1.5001 1.507 (JJ SIDELITE FRAME JAMB r-.394 -ailQ--- .050 1047 GLAZING BEAD 7/16' GLASS 1.625 -�I r-.519 .803 .04iL 1.047 1.507- .] L_1.750-1 7A9" BOTTOM RAIL 1.507-1 Imo— 4.000 SIDELITE 9" BOTTOM FRAME .803 .045 T-71.172 I� LEAF W'STRIP ADAPTER .31.442 1.584 z LEAF ALIGNMENT BRACKET LEAF CLAMP HINGE BACK—UP PLATE 1 1.250 r -.281 T. 125 3.781 .719 SIDELITE MULLION REINFORCING SIDELITE SLIP ON JAMB Engr: JAVAO AMMO CV1L FLA. PE 79592 C.A.N. 3538 PRODUC f REVISED • • • tr tomplylnu with Iht. Fkr43. boding Col* • Ateeptwte NuJ$-..,Q�zal� Eipirstior! Dote 31 Ms aii I Arrrodoctastral •CL •Z w Vl . (.0 • rn•.•g • •••a • • O• (n •• o• 2 'o w.111.1 } w%• u'• (n oo. • f7; CA O oM a- Z_ L m 3 Z} o U.• -�w UJ c 0 N c 0 0 N N a O 2 w W x O 2 m 0 'C Np O N O O h N O O 0 c U u 0 og 2 x 5. J r—. u� drowing no. W12-08 sheet 8 of 9 • • DOOR FRAME CORNER SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER Engr: JAVAD AHMAD GML FLA. F E�1 # 70592 CA. 4. 3538 2015 PP9DUC r REVISED a.• amyl*, with the Morld& Was, Code . •.•a -- or • o •• pia • • • • • • '•. •e I• 1I O - JIW o COMP-ANL\W . . • • • • m• •••� J - •..uo •••ro • •o. (/) • • �• • •o UJ V~l0•• } cn�D. 1� • • o� oO"} tn 0i Z � 1— �ti c 0 a 0 In v NO CHANGE THIS SHEET REV. PER RER COMMENTS o N c 0 N 1 t_ a) 13 to 0 N (V 0 0 0 m U N 0 0 V drawing no. W12--08 • • • • • • • • • • • LEAF CORNER sheet 9 of 9 )