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WS-19-2194Miami Shores Village��,;� 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 273 NW 91ST ST, Miami Shores, FL 33150 1131010331310 :ontacts Permit NO.: WS -09-19-2,1.94 Permit Type Windows/Shutters Work Ctassificatfon • 0w- r-#ieptacement Per,mitStatus. Approved F. Expiration: 03/30/2020 WILLIAM & STEPHANIE DANIEL Owner DVG BUILDERS INC Contractor 273 91 ST, MIAMI SHORES, FL 33150 DANIEL GARCIA 2930 SW 115 AVE, MIAMI, FL 33165 Business: 3055067308 jbringas23@yahoo.com Description: IMPACT FRENCH DOORS (2) Valuation: $ 3,575.0Inspection Requests: 0 r6062-4Ug' Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Scanning Fee $9.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $139.20 Payments Date Paid Amt Paid Total Fees $139.20 Check # 4734 09/20/2019 $50.00 Check # 5004 09/30/2019 $89.20 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 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. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner /ant �r c� / Agent Date September 30, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION 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 20C� Master Permit No. �A)S ~ y I{� — I 1^ 2, I Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP ^� /� - -L CONTRACTOR DRAWINGS / JOB ADDRESS: Z ./(/ G✓ 1 Slr-ee City: Miami Shores County Miami Dade Zip: 3 l S—(=2 Folio/Parcel#: A -316 1 03 3 - 1316 Is the Building Historically Designated: Yes NO Occupancy Type: Load: jj ��pp r`Construct(iio�n Type: 1 �r Flood Zone: /� BFE: /� F�F�E: OWNER: Name (Fee Simple Titleholder): �U�1�iayy) 1,[. oiel �`�+r& Aic h)LI Phone#:`1!%E L17 -f Vq6 Address:: ---7 uw q City: /V air I 1�U2` State: 1 �-^ Zip:: t h� Tenant/Lessee Name: ,, / Phone#: Email: S 4./ 0%nall. dip, CONTRACTOR:/Company Name: Address: 1.2L City: a M Qualifier Name: FQ9ra11f� .63 State Certification or Registration #:_ G C7L S �1 3 Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ 3 , S 1 Sy O Square/Linear Footage of Work: _ Zip: Type of Work: ❑ Addition PQ Alteration 1 ❑ New ❑Repair/Replace ID Demolition Description of Work: _ n �L% _ _ ��-C/'1� Plum-' C Specify color of color thru tile: I 1 Submittal Fee $. �c 1 Permit Fee $ 00 CCF $ 4o CO/CC $ Scanning Fee $ Radon Fee $ a • 0() DBPR $ C9 • 00 Notary $ Technology Fee $_ '� . 00 Training/Education Fee $ 0.50 Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 09.1— (Rev1sed02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of c mmencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu d. In he absence o h posted notice, the inspection will not be oved and a r n ee will be charged. Signature Signature OWNE r AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of -�5V1ny 20 Lal by Uy6vi WH.LCjwho is personally known to me or who has produced PL,y �- as identification and who did take an oath. NOTARY PUBLIC: The foregoing insrrument was acknowledged bei me this day of Jly 20 J'1- by 1> C,irct who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: w n � ' Print: (—). (?rf Seal: ************* APPROVED BY (Revised02/24/2014) ipv°YPUP Notary Public State of Florida Barbara Gineffe Bringas y` P� My Commission GG 175267 �dj Expires 01/1.5/2022 Print: wi-L-i�.ra. Seal: rQusr.L® Notary Public State of Florida Barbara Ginette Bringas nq My Commission GG 175267 Exp;res 01/15/2022 ******************* MtBft ipql. *.-y4.*'*0%*w t�`'*,�1`*ASrl�"�i'�I`. �kw*,, C Plans Examiner Structural Review Zoning Clerk W JIMMY PATRONIS CHIEF FINANICAL 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 Rorlda Workers' Compensation law. EFFECTIVE DATE: 1102017 PERSON: GARCIA FEIN: 273673291 BUSINESS NAME AND ADDRESS: DVG BUILDERS INC 2930 SW 115 AVE MIAMI FL SCOPE OF BUSINESS OR TRADE: 33165 EXPIRATION DATE: 112=19 ISABEL NOTICE OF COMMENCEMENT A RECORDED COFY MUST Be POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO . -✓ 1 U f —63 1 ^ r 2�/ V STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby glues notice that Improvements will be made to oe utn reel PrOPW116 and In swordance with Chapter 713, Florida Statute,, fire fDWrkg Information Is provided Al tide Notice of CorxnencemenL 1. Legal description of 2. Description of & Ownar(s) name andddresa W 1 1 r Interest In property. Name and address of fee simple tltisholder 4. Gentractor% neme. address snei nh.n a CFN: 20190600853 BOOK 31621 PAGE 3185 DATE:09/25/2019 02:50:20 PM HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY Lal jr & Surety: (Payment bond required by owner from contraoW, h any) Name, addreee and phone number: Amount of bond 9. Lenders name and addmes; 7. Persons within the State of Florlda designated by Owner upon whom notices or other documents may be served as provided by See lon 713.13(txa)7, Florida Statutes, Name, address and phone number. w ••• — .icri��„oa, , vwrmro aeergneves the losowing peraon(e) to reoelve a oopy of the Lienors Notlee as provided h Seotlon 713.13(1 , FWStatutes. Name, address and phone number. 9. Expiration date of this Notice of Commenoement: tlhesped ae data 6 1 yew Nom the dots or rtomd” trefeus di fmaM daft le eps4s j WARNING TO OWNER: ANY PAYMENTS MADE BYTHE OWNER AFTERTNEEXpiRATIONOFVM NOTICE OFCOMM6NCB*WARECONSID ME MVFWE'R PAYMENTS UNDER CHAPM 718, PART I, St XYTION 71.8.15. FLORIDA STArtma, AND CAN RESULT IN YOUR PAYING 7WOE FDF EMF5NT8 IWMVT7 YOUR PROPERM A NCMDE OP COMMENOSMENr MUST BE RWORDED AND POer® ON THE JOB SITE BEFOtiE 7"OR R FlraeT. MSPEC7gN,1F'YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY B90RE COMMENOWO EOORDM YOUR NOTICE OF COMMENOEMENT: IN3 Signature(s) of (e)'.Aut d Of icer/Ol ectoNPartnm/Manager Prepared Sy Prepared By Print Name Print Name Mtle/OIRoe bWrii rt Titte/Oflice STATE OF FLORIDA COUNTY n MIAMI-DADE The forog ngfret was acknowledged before me this � day of. U Indlvlduaft or .0 as for O Personally known, or produced the following type of WentiflostIa Slgrrat me of Notary Public Print Name: (BEAL) ITlPIGaTION pLrR4u�"'T TO 8�"":� ' 22 Gee s+MID&JUMM Under psnalllas of pe*M I declare that I have reed the foregoing end 00 Notary Pubhc Sumo 01 Flamia that the tecta stated M h are true, to the beet of my knowledge and ballet Barbara G;nette @ringas T,�� My Commission GG 170267 Slgrtature(B) of O+e .gLOwner(ers Augt4dsed.bffioet/Dkaator/Partnermnnf,.,�r�£I'."R".ylnsrc2z By f rm pray dfeb m' Ji Miami Shores Village 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: 412-(0 %' 5 :F? �0� \ C�' u-, v=�-�c ( v­�-- u ifier/Owner Signa ure Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: — Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) C Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. C Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 N 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 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 insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: "50, OOwner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 2 4 day of s -c0 4g.,., lat,r- , 20 15 Bk,-w, ( who is personally known to me or has produced as identification. Notary: SEAL: 00%, Notary Public State of Florida ? O � Barbara Ginette Bringas a0.0*� Expires 01/15/2022 COMPANY LETTER HEAD Date: State of County of Before me this day personally appeared deposes and says: That he or she will be the only person worki Contractor Signature Sworn to (or affi by M d at: ng duly sworn, day of .20 Personally know OR Produced Identification Type of Identification Produced Print, Type or Stamp Name of Notary RESIDENTIAL & COMMERCIAL Date: 9/26/19 State of Florida County of Dade Before me this day personally appeared Daniel Garcia who, being duly sworn, deposes and says: That he will be the only person working on the project located at 273 NW 91St Street. Contr for Signature Sworn to (affirmed) and subscribed before me this 26th day of September, 2019 by Daniel Garcia. Personally Known Barbara ingas R Notary Pubiic State of FloridaBarbara Ginette BringasMy Commission GG 175267Expires 01/15/2022 DVG Builders, Inc. — PO BOX 660482 — Miami Springs, FL 33266 RAMMS ENGIhEE 2100 ep, Hialeah, orida 33016 ert S. M -o -n -s -ou-fr.E. # 11955 / 000602- 4--- DESIGN WIND LOADTN PSF. FOR 175 MPH WIND INIC;-PIN-C. FLORIDA BUILDING COD)2011 , ASCE 7-10 WIND CODE _ .85 )N Interior & ExteriorZ es (4&5 - Walls) Positive Pr Exposure C Fdthe 175 mph Wind Zon res CATEGORY -2 BLD Height ( Fee. .. ective Wind Area (or, Tri b ary in Square • -0.96 10 20 30 40 50 60 0.9 2 0.89 x'0.88- , 0.86 5)'_ 0.4 38.5 37.5 36.7 36.1- ', 35.7 20 42.7 40.8 39.7 38.9 -.38.3 , ' ,' 37.8 25 44.6 42.6 41.5 40.6 40:0. 39.4 30 46.5 44.4 43.2 42.3 ` ,41.7 41.1 40 49.4 47.2 45.9 4,4.9 _' _ '44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 • • 60 53.7 51.2 49.8 48.8 _ 48.1: .'.47. 4 0000 Interior Zone (4 - Walls) Negative Pressures, Exposure C For the 175 mph.Wind Zone •••••• CATEGO 2•BLD(r• Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Fee. .. 10 20 30-' ; 40 50 •• •• 60 ••• -1.10 -1.05 ",-1.02, -0.99 -0.98 • -0.96 15 -43.8 -42.0 -40.9' -40.2 -39.6. -39.1"' 20 -46.4 -4414, -43:3 -42.5 -41.9 14 ' -41.4 • • 25 -48.4 -46.4 ` . .,,-45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 `° -47.2 -46.3 -45.6 -45.1 40 -53.6 751'A , -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8,- -52.5 -51.5 -50.7 -50.1 60 -58.2 _ ,'=55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the. " 175 mph Wind Zone CATEGORY 2 BLDG Height ► Maximum Effective Wind Area (or, Tributary Area) in Square Feet 10; 20 30 40 50 60 -1.29 -1.23 -1.19 -1.15 -1.13 15_ ` -.54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -97-.2- -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 :§J-.5-- 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50` -69.3 -64.7 -61.9 -60.0 -58. -57.3 60 -71.9 -67.0 -64.2 -62.2 -6 .6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FO FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whi FLAT is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean ro f height in feet). - (THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PAR (WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, E (TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. 0000:0 ..0000 0000.. 0000. . . 0000. 000000 .' 000000 000.00 DANIELS RESIDENCE 273 NW 91 ST STREET WINDOW REPLACEMENT PERMIT LAYOUT OPENING SCHEDULE 2 OPENINGS (1-2) MRH = <15' WORST CASE SCENARIO OPENING # APPLICABLE NOA WIDTH HEIGHT DESIGN PRESSURE ZONE 1 18-1220.11 32 80 +40.41-54.1 • ;;;• 5 ••�� 2 18-1220.11 +40.V -14-.006:0l1 32 80 �••. 5 •�•� 0000 .. 0000 .. 0000.. 0000 0000 0000 •0000• • 0000.. 0000 0000. 0000.. • • •••..• MIAMDADE 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.gov/economy ECO Windows Systems, LL 9114 N. W. 106' Street, Medley, FL 33178 / 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 ta.rgVoke this acceptance, if it is determined by Miami -Dade County Product Control Section that thisVroduct or rnatssiarfails &a..�. meet the requirements of the applicable building code. • • • • .. This product is approved as described herein, and has been designed to comply with the Pl8r'i0Ag3uildingCede, ••••%• including the High Velocity Hurricane Zone. ' • •' • • • • • DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. • • .... . .. ..... APPROVAL DO 'lQ r rawmg No. VVITUSeries 600 Alum Ouftwitlgfntrar cae•Doo r •.:..' (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dal8d02/13/12 aMt tt1 st ••••;• revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami-MaNnunty Product • • Control Renewal stamp with the Notice of Acceptance number and expiration date by th e�Miami-Dada*C"Ity Product Control Section. • ...... MISSILE IMPACT ]RATINGLarge 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 7_1. 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex 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 Oficial. This NOA renews NOA #18-0319.13 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA D202 Expiration Date: Approval Date: Ja ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals 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 203-94 6606 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94:000.• • • • along with marked -up drawings and installation diagram of an aluminum Outswing French door, • • •':' prepared by Hurricane Engineering & Testing, Inc., Test Report No. • • • • • • •60.4. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-1.ZrJ927dated 013/16- - 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 1&%f elgted Juae.?,9, 2012,': "• .. issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael`E1Droz-Seala,•1?' E. • „� • • C. CALCULATIONS 0 1. Anchor verification calculations and structural analysis, complying withIFBG2014(s E�d�ition)"'•:• prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed byJavad Akviad, P1....; 2. Glazing complies w/ ASTME-1300-02, -04 & -09. goes • • 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.I. 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 (5th 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 #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Ishaq I. Chanda, P.E. Product Control Unit 5Lnerv' NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Svstems. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.1.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (01' Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E. (submitted under file #17-1102.18) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER).• • • • E. MATERIAL CERTIFICATIONS ""•• 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (For {E.l. 04CRl DE Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlayer.;; jexpiring oft 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical CompAnay.NA) j'oii tl2eir • • ": "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. • • • • • • . • • ' • • • • F. STATEMENTS...... .... ...... 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 6th ltdifiob (2017) % of no •' financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & s*le�•by Jav�d•Ahniad, PE"• •• • • •• ••�w.• G. OTHER • 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. •' 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, 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 MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file # 18-0319.13) 1. Statement letter of conformance to FBC 6" Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA #18-0319.13, expiring 03/02/2024. Ishaq I. Chanda, P.E. Product Control Unit SOA 81 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR ) LEAF DOGRS-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. HIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). RUCK FASTENE S BY HERS, MUST BE DESIGNED AND INSTALLED AD A OT TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC 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 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. / 1'D. GLASS 3/16" HEAT STREN'D. GLASS 0 4= Interlayer .090" Interlayer o J m m `CTrosifol PVS By 'Kuraray America, Ina' F' Trosifol PV8 1 By 'Kuraray America, Inc.' 11 _ m z °' n �' a —1/8" HEAT STREN'D. GLASS*.0 CYt• ---, h ft ral%0uj F-1/8" HEAT STREN'D. GLASS � r3/16" HEAT STREN'D. GLASS F• a: N w Ili Q z °y� SILICONE I DOWSIL 899 SILICONE _Z m DOWSIL 899 a Q 0 8,0 N ] 26 t a, 26 IL e rn 0 14 I g 1 r p U N a Z 3 Lc 26 1 CARDINAL XL 8 3 Z } OAEDGE SPACER ST. STEEL N J ... O m o p p U �' w W�" ¢I � \ ¢l ^ ^ 34 p 4U2 tq 3 I o I I Ul N �d \ /! \ 12 SETTING BLOCKS AT LAM. GLASS REDD. FOR WIDTHS EXCEEDING w w y _ o w I N Z n / SETTING BLOCKS AT INSUL. LAM. GLASS o yls 36' ONLY. NOTCH GLAZING BEAD LEG TO O i J _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 8 of CLEAR BLOCKS Q w W E 1 - GLASS TYPE 'G1' GLASS TYPE 'G2' o _! Ji U 4= J 1/8" TEMP. GLASS o J m m 5/16" AIR SPACE nwm mawn S —1/8" HEAT STREN'D. GLASS*.0 CYt• ---, h ft ral%0uj v .090" Interlayer , -/220 • ii N w Saflex Clear And Color Glass Lroro DoleN/A.B2o 'Eastman By Chemical Co.' 1 , 1/8" HEAT STREN'D. GLASS ry�`.lam a = t a, 3 w M N U o n Z SILICONE Q a7 vl i m DOWSIL 899 Z 3 Lc 26 1 CARDINAL XL 3 Z } OAEDGE SPACER ST. STEEL N J ... O m 16 I 8 p p U �' w W�" t.1 - � \ O I 35 SILICONE \ /! \ 12 / SETTING BLOCKS AT INSUL. LAM. GLASS o yls _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 8 of GLASS TYPE 'G3' 01 o o o 9R1DpUCfREv13M ae—plylag will theF.66 badl.g Cada Aeeepo-e'Na 19-0311. 3 £tll/lellhly pule 2�f'j I IM/A�LZf)(. Ilrl m"o COP" .. C ••• ••• ••• ••• ••• • • • ••• •-7---tom•— • • • THESE DOORS ARE RATED AGC & SMA•L MISS4 E I:TA+%T. • • SHUTTERS ARE %ft REQUIRED. • • • • • • • • 11 i n ✓^ .20592 _ L� .. r a aa a A 2018 ; ,• A EOF Q{j\ dr -Wing no. SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 393/4' MAX. FRAME WIDTH 12" MAX. HEAL SILL II 76" MAX. LAMINATED GLASS n / D.L. OPG. o II HEAD Et SILL ANCHORS LEAF WIDTH nom _ (X) INACTIVE I (4) AT 3" O.C. 12" S' MAX. 4EAD/SILL ^ ( e ' LOCK OPTIONS / u I I - -- #1 OR /2 II __ (OPTION 2 SHOWN) '�--�-'- \ SEE SHEET7.1 26 15/16' D.L. OPG. FOR DESCRIPTION 11 / 'o ¢ FALSE MUNTINS OR DECORATIVE GRILL 32 3/4" � II fl Eim /II \ \ II u L EAF WIDTH 1 '=7'yl��Rl�.n. E I LOCK OPTIONS (XX) AtcePlgn«Na Ia-►2?a•ll (0) ABII it \ / II 11 \ f u, STAND ALONE SINGLE SIDELITE 26 15/16" 76" MAX. LAMINATED GLASS rn mw d� D.L. OPG. o 37" MAX. HEAD Et SILL ANCHORS LEAF WIDTH (X) INACTIVE DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLpf FRAME I LEAF FRAME EXT.(+) .(-) WIDTH WIDTH HEIGHT 39-3/4" 37' 1 98" 70.0 75.0 SURFACE APPLIED FALSE MUNTINS OR DECORATNE GRILL MAY BE USED 37 3/16' MAX. FRAME WIDTH 12" 76" MAX. LAMINATED GLASS FRAME LEAF WIDTH WIDTH FRAME WIDTH 76" 37' 98" 70.0 75.0 HEAD Et SILL ANCHORS AT STILE ENDS INACTIVE (4) AT 3" O.C. 12" S' MAX. 4EAD/SILL ^ ( e ' HEAD SILL CORNERS I I - -- I SURFACE APPLIED FALSE MUNTINS OR DECORATNE GRILL MAY BE USED 37 3/16' MAX. FRAME WIDTH 12" DOOR DIMS, LAMINATED GLASS FRAME LEAF WIDTH WIDTH FRAME EXT(+) INT.(-) HEIGHT 76" 37' 98" 70.0 75.0 INACTIVE ACTIVE 9 I it I / m SURFACE APPLIED \ 26 15/16' D.L. OPG. 26 15/16" D.L. OPG. 'o ¢ FALSE MUNTINS OR DECORATIVE GRILL 32 3/4" C MAY BE USED /II \ 'ROGUC7fi L EAF WIDTH 1 '=7'yl��Rl�.n. E LOCK OPTIONS (XX) AtcePlgn«Na Ia-►2?a•ll (0) / II #1 OR #2 \ f u, STAND ALONE SINGLE SIDELITE (OPTION 2 SHHpp -- -- SEE SHEET 7.f FOR DESCRIPTIO)Y Al' \ n / SURFACE APPLIED FALSE MUNTINS OR DECORATNE GRILL MAY BE USED 37 3/16' MAX. FRAME WIDTH 12" DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS, LAMINATED GLASS FRAME LEAF WIDTH WIDTH FRAME EXT(+) INT.(-) HEIGHT 76" 37' 98" 70.0 75.0 INACTIVE ACTIVE I m SURFACE APPLIED 26 15/16' D.L. OPG. 26 15/16" D.L. OPG. 'o ¢ FALSE MUNTINS OR DECORATIVE GRILL 32 3/4" MAY BE USED 37' MA %. 'ROGUC7fi L EAF WIDTH 1 '=7'yl��Rl�.n. Buidiny Cod< (XX) AtcePlgn«Na Ia-►2?a•ll (0) 6mr1retl�„ 1Trh�""+ /I f u, STAND ALONE SINGLE SIDELITE DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS, LAMINATED GLASS FRAME LEAF WIDTH WIDTH FRAME EXT(+) INT.(-) HEIGHT 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. Dy • �l SEE SHEET 3 FOR CAPACITY n+i�„i ;ride rMeei CnyYK; 1 VRODUC E DEVISED in emmpFylvg with tht Flai+V b%".g Eud/ —b— N. (h-031 •!3 • • • •ifpi[nFMo.u��„1l4 Ul1_I-1-L!- • • • • • • • • • • • -�-- `1111111111//4 NOTE: • • 2 • • • • • GLASS "40TO3N T ARETS$)• IONASTa0•3BASED G • • • AND FLORRDA BLMLDING COMMISSION • • DECLARATORY STATEMENT DCA05-DEC-219 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - I 70592 - S 7E 60 drawing no. W12-08 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDEUTES SIDEUTE FRAME WIDTHHEIGHT INCHES SIDELITE FRAME INCHES WITHOUT REINFORCING WITHOUT REINFORCING 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 1 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 98 63.3 63.3 57.8 57.8 53.1 53.1 52.4 52.4 1 SINGLE SIDEUTE WIDTH REINFORCING AS REDO. SEE CHART 39-3/4" MAX. (SINGLE) SURFACE APPLIED 76' MAX. (DOUBLE) FALSE MUNTINS OR DOOR FRAME WIDTH DECORATIVE GRILL MAY BE USED 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. 3" a!! 32 3/4" D.L. OPG. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF(4) AT 3" O.C. (4) ANCHORS AT HEAD/SILL 12" \\/ MAX. I i i i i i i i SIL i`� i`i DESIGN LOAD CAPACITY - PSF SIDELRES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE F HEIGHRAMET 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 61.766.1 24 30 36 37 42 86 1 70.0 75.0 70.0 1 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 99 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 REINFORCING AS REDO. SEE CHART 39-3/4" MAX. (SINGLE) SURFACE APPLIED 76' MAX. (DOUBLE) FALSE MUNTINS OR DOOR FRAME WIDTH DECORATIVE GRILL MAY BE USED 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. 3" a!! 32 3/4" D.L. OPG. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF(4) AT 3" O.C. (4) ANCHORS AT HEAD/SILL 12" \\/ MAX. I i i i i i i i SIL i`� i`i ACTIVE 26 15/16" 1 1 1 26 15/16" a FW�8 _J 0 zl�l-,D � � m L_M m oI00 ml n n OOQv a mw w �cKz an W ro:2 r PRO • L 37- LEAF WIDTH I - DUCI AENEWY& wish the Flif,� Bnid!ng Code II I I H i m W m II 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) 4cceprxnce No )1f- 1Z70- L:Ri•xlinn fMie '�J '7nt �S� r '4 = 0 - SEE CHART AT LEFT ---r17--- BY •��,�,,,, Miami IMde Prodwd 4 a W a • (oxi(o) • • • U J • MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 •• • • • I> •• ••• • • • ••• • • LK OMIION I I 1I OR/#2 n \ I 1 (OFOTION 1 S II \ I I SE�r FF SHEET SHEETDESCRF ACTIVE 26 15/16" 1 1 1 26 15/16" a FW�8 _J 0 zl�l-,D � � m L_M m oI00 ml n n OOQv a mw w �cKz an W ro:2 r PRO GLASS D.L.O. DIMS. 1- Ro" o D.L.O. HEIGHT (SIDEUTE) = FRAME HEIGHT - 11.000" • • 000 • • • • • • • D.L.O. WIDTH (SIDEUTE) = FRAME WIDTH - 4.438" • • • • • • • • •-RODUCF REVISED 0 • • • • • • • • • • •inPewilh tlk IA1!///7777 • • • • • • • • a-P=eNo18-a3 43 E>PI+aCn• Oate-a.i�i3 S •: ' G'EN@�c et �sln 1 • w.,.�t _ 1 70M _ N!'iyy BF�TIs Ceoevl L NOTE: •• ••• • ••• •• • /J A'1 Ja 8 ` GLASS IPACITICS ON THIS 6HEET WRE • • • 0 BASED &N 0ASTh4E13Q0 �9:(3 C. CRUS • • ®•. ?CLF ?yl�`` drawing no.1 AND FLORIDA ByIWING GpMy11S IOIJ ��°�� .._ p, D?.•'�\�: Wl 2-08 DECLARATORY SlIATEMENT DCA05-0EC-219 • • ,/����®®9 „e1� �`` sheet 3 of 9 ••• • L 37- LEAF WIDTH I - DUCI AENEWY& wish the Flif,� Bnid!ng Code ••• N H i m W m SIDELITE FRAME WIDTH MAX. 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) 4cceprxnce No )1f- 1Z70- L:Ri•xlinn fMie '�J '7nt �S� r '4 = 0 - SEE CHART AT LEFT DOOR FRAME WIDTH BY •��,�,,,, Miami IMde Prodwd 4 a W a • (oxi(o) • • • U J • MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 •• • • • I> GLASS D.L.O. DIMS. 1- Ro" o D.L.O. HEIGHT (SIDEUTE) = FRAME HEIGHT - 11.000" • • 000 • • • • • • • D.L.O. WIDTH (SIDEUTE) = FRAME WIDTH - 4.438" • • • • • • • • •-RODUCF REVISED 0 • • • • • • • • • • •inPewilh tlk IA1!///7777 • • • • • • • • a-P=eNo18-a3 43 E>PI+aCn• Oate-a.i�i3 S •: ' G'EN@�c et �sln 1 • w.,.�t _ 1 70M _ N!'iyy BF�TIs Ceoevl L NOTE: •• ••• • ••• •• • /J A'1 Ja 8 ` GLASS IPACITICS ON THIS 6HEET WRE • • • 0 BASED &N 0ASTh4E13Q0 �9:(3 C. CRUS • • ®•. ?CLF ?yl�`` drawing no.1 AND FLORIDA ByIWING GpMy11S IOIJ ��°�� .._ p, D?.•'�\�: Wl 2-08 DECLARATORY SlIATEMENT DCA05-0EC-219 • • ,/����®®9 „e1� �`` sheet 3 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9/16" MIN. THROW BOLT PENETRATION rn 1/2" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PROPERLY SECURED 2BY WOOD BUCK EDGE DIST. 1BY WOOD BUCK OR WOOD STRUCTURE EDGE DIST. SEE NOTE SHEET 1 METAL ° EDGE EDGE DIST. STRUCTURE E L c y 00 y 00a TYPICAL ANCHORS TYPICAL ANCHORS 7MIC AL ANCHORS SEE ELEVATIONS SEE ELEVATIONS ELEVATIONS FOR SPACING FOR SPACING FOR SPACING I ------------------- I jl MIAMI-DAOE COUNTY APPROVED II I� CLIPPED MULLION �I SEE SEPARATE N A I I II II 0 w 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. I R TRA BY ' ELCO' (Fu=177 KSI, Fy=15�KSI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS PRODUCT RERVWIB9 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) -c -.Pbi" +sFIF ih ri•flL?a • Baidiag Cwe 4.tnpl+acrNo IS-l2zo_l� DIRECTLY INTO CONCRETE OR BLOCKS 6spinrloa 1)tife 12e1�L/ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) • 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) •• • • 01—i D ro,dkd IN S (GRADE 2 CRS) •• INTO MIAMI-DADE COUNTY APPROVED MULLIONS • OR • INTO METAL STRUCTURES (HEAD/JAMBS) • • • • • • • • (3) THREADS MIN. PENETRATION BEYOND SUBSTRAJE • • • • • • • • • • • • ALUMINUM: 1/8" THK. MIN. (6063-T5 •MIN.) • • • • • • • • •• • • STEEL: 1/8" THK. MIN. (Fy = 36 KSI *) • • • • • ••• • • • • STE RT'T�A ) • • • • • • • • • TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. . ... _ INTO METAL STRUCTURE = 3/4" V*6 0 0 •• • • • 0 • 0 WOOD AT HEAD OR JAMBS SG = 0.5 •MI • • • • • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS f'e•= 3000 PSI MIN.* • • • • • • • C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm 2000 PSI MIN. • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODU' f REV S Fb ro camP Y g b.dwt CadaLial. A ybAce Nu Va\ O�R7I1�•� a•a.>I DOOR DETAILS �%�• - .70592 . MA .ti ,f _'• IB''EOF 0 drawing no. W12-08 1 4" MAX. /SHIM FLUSH BOLTS OC /\ (I) ] / LEVERS AT STILE FACE LEVERS �/ SHIM o 3 I 1BY r TYPICAL ANC S WOOD BUC Z w J SEELEV. FOR ACING 16 ACTIVE LEAF w M ro a I . 2 I -- 26 13 _ .' Q ONS U 24 a�W .o TYPICAL ANCHOR 0 y O 1 w SEE ELEV. FOR SPACING . O IL cc A d! 25 23 9 EXTERIOR ¢ i N a W 3 a N 19 D.L.O. 1L f T METAL STRUCTURE -3 J 37" MAX.AK to J W m i Q SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONS #I OR 0 39 3/4" MAX. (0 2 SHOWN) SINGLE DOOR FRAME WIDTH SHEET 7.1 FOR DESCRIPTION 1/4" MAX. o (J m SHIM v J J 1/4" MAX.'. ro SHIMCONCEALED FLUSH BOLTS J LEVERS AT INSIDE FACE OFSTILE CONCEALED FLUSH BOLTS 2BY WOOD B K TYPICAL ANCHORS SEE ELEV.' ' LEVERS A7 STILE FACE OR WOOD STR TURE w F w w 4 FOR SPACING 16 LEAF ACTIVE LEAF EE NOTE HEET 1 z IleINACTIVE N r 3: 26 1 J 26 / — _ _ _ O �� a 24 Q N v z } N o - , Q o0 o w w U v1 w W o1.: u •.P� 23 25 9 11 101 TYPICA NCHORS SEE EL O y D.L.O. D.L.O. FOR SPACING G w LOCK LEAF WIDTH OPTION 42 EXTERIOR 8 m 8>t UCT REN'rW,i0 c < o i - LEAF WIDTH - '-'^ Bal ptyi-S wilh thx ruff& i4R CWr m m o 76" MAX. Arc Mean Nu 1 fr- 12270. 1 lExpl- d n k ' DOUBLE DOOR FRAME WIDTH tlaa "e' 2y o 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY sRDDUC f BEYISGY � 0.6. as ooecplYleP ailk the FMriM o $ INACTIVE LEAF • • • • •ACTJVE •LEAF • � � Inwdl^S • •A,aeepllKe N^ �G Z) 9'6� Non • • • • • • • • Ehpinliw m'le` 1 O a m u o �� w 26so •• • • • • • • • • ••• • `SL.� \ �.,�...�- 111 7 / //' • • • • • • • • • CMba1 ``\\1111 `�� ��10 AH ` � � •: •'�GENSA � ..70592 AA EXTERIOR 71QQK-om.• • • i • • 7"-0 • • • • • • • • � ._ T OF •• drawin �� � W12—OS '/���� no. DtiOR T)ETAILS• • `��` ®��A 1\� sheet 5 or 9 ••• • • • • ••• • • • • • • • • • • •• •• • • • ••• • • • ••• • • • •• •• • • TYPICAL ANCHORS SEE ELEVATIONS TIONS 1 �r • a •EDGE DIST. _ •TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. O/ SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX. SHIM 0 O EDGE DIST. TYPICAL ANCHORS 3 SEE ELEV, w • FOR SPACING NG C 4 II 2 • LA • • • • • • • GLAZING Of •• • • • •• SEE SHEET i= a • • • ••• ti 0 • a F I o W N //08 2 O u 22 TIONS 1 �r • a •EDGE DIST. _ •TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. O/ SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX. SHIM 0 O I A TYPICAL ANCHORS 3 SEE ELEV, w • FOR SPACING NG C 1/4" MAX. SHIM tBY }� WOOD BUCK of I ' 1� • I d TYPICAL ANCHORS SEE ELEV. FOR SPACING II EXTERIOR D.L.O. 42" AT 86 HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH REINFORCING #12 SMS 18 AS REOD. AT 5" FROM ENDS SEE SHEET 3 AND 11" O.C. MAX. 6 3 16 I 26 I II i D.L.O. U D.L.O. LEAF WIDTH d p EXTERIOR 39 3/4" (SINGLE) DELITE WIDTH 76" (DOUBLE) o o • • • • • • • • • • • • MAX. DOOR FRAME WIDTH • • • • Mft. SNR FRAIE 1•DTH jtt —� • • Y4a�? .ir'� � • • • •stouuC r REVIWa BoidinR Cade Yi w wspl og wird fYe F1wW tV `4E" '•;' AenplonR No I �^ 12ZO• l l 4mding CI A, t o n E�Pi fine DateA—,".- No Ze4 7C592 E�- amoa wi. 00 .. aWmi Dade dY;, e.. \.`}�•....�.r ^ ,.� � �� O • • • • • • •�'' 19�1t1 Co"� I iOFdrawing no. • SIDELITE LETAILS•W12-08 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM % P,y REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARES 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 - A V? E626 - SIDELITE 9" BOTTOM FRAME 6063-76 - 5 E605 - SIDELITE 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 W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-76 NOT SHOWN 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 - 107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 02 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 4SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. SMS AS REQD. FRAME ASSEMBLY SCREWS - - 3/4" pNZ7E206 - HINGE INSTALLATION FASTENERS - FH SMS - 3/8" DIA. THREADED ROD STEEL - 23 - PILE W'STRIPPING WOOL ULTRAFAB N-3020 - BULB W'STRIPPING SANTOPRENE EPDM 6 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 2 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO 29 E622 - FLUSH BOLT CUP NYLON - 30 LO1 RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 _ UL - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PVS 33 X10 X 3/4 ADAPTER FH SELF DRILLING SCREWS - - 34 - 2 SETTING BLOCK, 1/4" X 1/2'_X 4" LONG AT 6" FROM EACH END, DUROMETER 80±5 35 - 2/ LITE SETTI EPDM AT 6" FROM EACH END, DUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED SCHNEE MOREHEAD JM5504 SEALANT. •• ••• • • • • •• • ^•.,�• • • • ••• • • • • p7*xCT • • - ��Llr�or• . comPb'Tn61�•i7�! • • • a—Plyi.g with t4 rw& 4ltktieg Code I-dieg Cale Aarepteeee Nn �$^�ZZo• �� A—pf—, Nn /- d" 0�(�j• 13 6zpinrino Baf. £apdratlen Dnte,�y11 000 • • • • • • • • • • • • ... . . • • ... . . . .. .. . . 0% .. .. ... • • . . . � ��'• DENSE'•••. 70592 ST E OF J v° _J m m U) W z w w j- 3 NW 5 3sMm o OOM,n J � 3 z� J h w 0 Oc W y� w co :m r crowing no. W12-08 LOCKS: OPTION 41: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. 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 HINGES: 3-1/2" X 7-5/8" X .122' THK. EXTRUDED ALUM HINGE PART #FD -107 BY SULLIVAN S, 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" O.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 do 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 k 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) 08-32 X 1/2" FH MS / IIS / I ACTIVE I I � II • II II j, • • • • INACTNE I I I - ACTIVE 3-1/2" X 7-5/8" X .122' THK. EXTRUDED ALUM HINGE PART #FD -107 BY SULLIVAN S, 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" O.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 do 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 k 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) 08-32 X 1/2" FH MS / IIS / I ACTIVE J'Ra®UCT REN I caroplyin w8h de raft b 8uidi.e Cilie Aacem— N4 18' i 22Q;' • • • • • • • • • •Expin•d1 D.fe •• ••• •• • • • •• •• ••• • ••• •• • •• • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \ / I \ I / \fill/ --�l I INACTNE ACTIVE J'Ra®UCT REN I caroplyin w8h de raft b 8uidi.e Cilie Aacem— N4 18' i 22Q;' • • • • • • • • • •Expin•d1 D.fe •• ••• •• • • • •• •• ••• • ••• •• • •• • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • SIU m s. J ' W V) N w TnW >-�� 4 n 3 yM o 0D N Q Z 8 3Zr� w 0c) o W W o6� . /RODUC F REVISED w--plyl.9 wil4 Ills, FWi& rc •.1a scea. N. A1�-a1 .rg a w ea bate y u B x4A .tl.e Bole 3 � Ick �` ��:'' 1ycEidSF •• c— ;��• T f OF ��Ey� (I�dr°wing no. .CRIT `L-08 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIU m s. J ' W V) N w TnW >-�� 4 n 3 yM o 0D N Q Z 8 3Zr� w 0c) o W W o6� . /RODUC F REVISED w--plyl.9 wil4 Ills, FWi& rc •.1a scea. N. A1�-a1 .rg a w ea bate y u B x4A .tl.e Bole 3 � Ick �` ��:'' 1ycEidSF •• c— ;��• T f OF ��Ey� (I�dr°wing no. .CRIT `L-08 4.000 .625 1.625 2.062 1 DOOR FRAME HEAD/SILL .079 4.031 7 LEAF is 1.750 - 4.750 1.507-� TOP/BOTTOM RAIL 519 .803 .045 1.047 4 GLAZING BEAD4A 5/16- GLASS 1 F�-.394 .803 -a}o--.050 J 1.047 GLAZING 7/16- GLASS �-11.130 .803 - .045 : L :11.172 BEAD is GLAZING BEAD INSUL GLASS t.soo ��.312 _ o62 6 LEAF W'STRIP ADAPTER 094 .312 442 1.584 72 LEAF ALIGNMENT BRACKET - 750 i'.2a1 � � +aooucv;ssNaroflr .125 +s complyln` nth doll] 1.Si4 .125 3.781 BcnaI.g Code prance Na�� Bapinrrinn Mte �.1 zn La.tL 13 LEAF CLAMPLiNami are �r„rea HINGE BACK-UP PLATE to • • • 1.2.0 • • • • • .� 9 IDLLITE MULLION REINFORCING ��'••' �,laeNsp'"� 4.188 bwd'mg C'odowit4 theFleriie a lj�. 70592 • • • • • • beer 3 - i"1" • i 7 �7 = • • A a•cc No • Fi4plrtieM�are = MqR • 07 . .. . . 1' •., 2018 � • • • • s �Jp�a�� a---- ® YA. CF ((I� • • • ••• •• • Coetra/ 'II.2 .,tOP..•' ++�� 6 SIDELITE SLIP ON JAMB I'll l l l l0l"sheet /A Z Q law, Z f� O(4 + d � tv Q: �'^ M 01 a C N Oaoo�I 0 °� p N O Q W N LL J O • < Qw 10 of m 3 I N a o O m v n. s N o V 7.531 7A 1.507-1 I .078Omift 8.250 1 j I F -i �G 4.000 4.?81 U SIDELITE 1.507 1.750 TOP & 1.625 .078 BOTTOM FRAME 4.719 .078 � 1.750 1.507 4.000-moi 9 LEAF HINGE STILE 3.719 = g o w w z a Q X W N O U J J () n W ~ �� �V) w N N a Z r o N n O p p m W 2✓" - 5.344 4.000 T- Z i 2.081 1.750 1.507 .078 10 LEAF LOCK STILE 1.750 -�, BOTTOM RAIL 9" 329 078 -� �-1 g12 _�I z FRAME COVER 3.719 8.261 1.507 .078 9.000 1.625 • o7a .078 I 1.50 1.150 1 c o u o `� ? V o o Uo k h a = - oU B .sal .05 1.197 .154 is SNAP COVER h� 4.000 --I 0- LEAF ASTRAGAL STILEL 1.500 .625 4.000 .078- i .078 .o7a 4.000 5 SIDELITE 1.500 x--.719 1.507 FRAME JAMB `o a t ; 4A W-4.000---�I • SIDELITE 9" BOTTOM FRAME drawing no. rr�� p W 1 L-08 8 of 9 3 DOOR FRAME JAMB ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• �0 z2 2z � W 22 N Zm 3 0 � m � aco 8 QER20 Z 090 m J -0a0 Q warm l O o J o: DOOR FRAME CORNER Ld L w Y w LITERAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER o o M 0 N J w () 00 J tl l N M F O 12 $ ,�� •RAUUC C 6EYlS6Y ° € wmplyiei with tht Me& ¢ o n b' g Cedek 'n �� ii5e ,{xe0uece No t vq t ^kODUCY a6N'EiV!}g e, i SI....c � �•. �-,�• n �e cempying with ft vb4& h!i te' H.dr P Cental °_° 0 Soidtnq Cale o c • • • • • • • • • Awrol,ndl •0 18 ^ 12?b • l l • •• • • • • •sf•�GL. I• �4K _ `{fit\111117!/! r� o 2018 • • • • • • � • fit � �auwr ` ����.AP•p'''., � n �: •'' �cEivsF'•• ® o •• • • • • = 1 • • • • • • • • • • • • • ST ECFdrowin9 no' LEAF CORNER • • • • • • �'�'�,P�Q. �`�C9`� W Z—OS '!:llt10f1tt��� sheet g of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •