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WS-18-1150Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pi rmit Parcel Number Issue Date.1 Permit No. W ►-5-18-1150 Permit Type: Windows/Shutters /ark Classification: Door Replacement Permit Status: APPROVED r2018 Expiration: 10/29/2018 Applicant 102 NW 94 Street Miami Shores, FL `1131010330740 Block: Lot: JOHN ROIG Owner Information Address Phone Cell JOHN ROIG 102 NW 94 ST MIAMI FL 33150-2240 Contractor(s) Phone SOUTH FLORIDA RESTORATION INC (305)651-9660 Cell Phone Valuation: Total Sq Feet: $ 7,285.00 0 Type of Work: 2 DOORS REPLACEMENT No of Openings: 2 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF .DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $4.80 $2.00 $2.00 $1.60 $120.00 $9.00 $6.40 Total: $145.80 Pay Date Pay Type Invoice # WS-5-18-67363 05/01/2018 Credit Card $ 50.00 $ 95.80 05/02/2018 Check #: 1418 $ 95.80 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all t e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction azoning. Futherm , I t rize the above -named contractor to do the work stated. l/( (oarfi Authorized Signatu : Owner / Applicant / Contractor / Agent Building Department Copy May 02, 2018 Date May 02, 2018 1 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC 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 ❑ ROOFING ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS JOB ADDRESS: I 0 2. NW q Zj sr City: Miami Shores County: Folio/Parcel#: // ^ b/Oa- 033- 0 4' 4O Occupancy Type: Load: Construction Type: RECEIVED M Y 012018 BY: (0L _ FBC 20 I. Master Permit No. \A) (8 r 1 I CO Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �p Lj n PO& # LGGS4 Address: /O2 NW 'f 4J ST `/ City: A4/ in.; 5/2or".S Phone#: SOS- ?5 7 0045 State: Zip:/(PG Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: c 'r l ?(G:'r dG 2.esioratic» , T c. Address: 6 3-S Iv l l dot h STreeT City: Mom i State: TL. Qualifier Name: L/V/y 7-0/7/2c LOfL€ State Certification or Registration #: 66 O52 f qe DESIGNER: Architect/Engineer: CJ')17/`S (4 Sctr`i Phone#: Li54j- 2. fS- D f2G Address: lis2 Q jt/. MC.t.rUS R e'_ ; rt D/ City: cur) rd 56 State: FL,_ Zip: , 32 S) Value of Work for this Permit: $ , - USoa Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration Phone#: - ) - q Gcvo zip: 3aI( $ Phone#: 9 zi - 2S3- 6 3 Certificate of Competency #: Description of Work: ❑ New (co lc( c-eryte, 7 ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ v " 4C,K3 Permit Fee $ 1 l'0 ` p CCF $ 2 Scanning Fee $ Radon Fee $ • DBPR $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ " S0 CO/CC $ Notary $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address { City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignaturV T2p OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this a•M day of Apra, ,20 le ,by n 12.o6 , who is personally known to me or who has produced FL D,rWC.1'l5 I,ICe.IS.iQ.d as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ********** NILDA LOPEZ MY COMMISSION # G0068663 EXPIRES December 20, 2020 APPROVED BY Signature (e. cii____,.._ The foregoing instrument was acknowledged before me this e2 day of Apr ► I ?l.Idc a y► C4 GO►'..Q� , who isQrsonal ly know , 20 18 , by me or who has produced identification and who did take an oath. NOTARY PUBLIC: 1 Sign: as Print: Seal: **************** ,l ►kcuct. l-or NILDA LOPEZ •.: MY COMMISSION # G0066663 I S C ice nber 20 2020 Plans Examiner **************** Zoning Structural Review Clerk (Revised02/24/2014) Page 1 of 1 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3101-033-0740 Property Address: 102 NW 94 ST Miami Shores, FL 33150-2240 Owner JOHN R ROIG &W LEESA Mailing Address 102 NW 94 ST MIAMI, FL 33150-2240 PA Primary Zone 0800 SGL FAMILY- 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,757 Sq.Ft Living Area 1,379 Sq.Ft Adjusted Area 1,631 Sq.Ft Lot Size 10,017.12 Sq.Ft Year Built 1938 Assessment Information Year 2017 2016 2015 Land Value $220,646 $220,646 $162,666 Building Value $113,518 $113,518 $113,518 XF Value $1,646 $1,664 $1,367 Market Value $335,810 $335,828 $277,551 Assessed Value $103,526 $101,397 $100,693 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $232,284 $234,431 $176,858 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 MIAMI SHORES SEC 6 PB 10-39 LOT 1 & E1/2 LOT 2 BLK 133 LOT SIZE 81.440 X 123 OR 9324 481 Generated On : 5/1/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $53,526 $51,397 $50,693 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $78,526 $76,397 $75,693 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $53,526 $51,397 $50,693 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $53,526 $51,397 $50,693 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/01/1976 $37,500 00000-00000 !Sales which are qualified 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: https://www.miamidade.goy/propertysearch/ 5/1/2018 South Florida Restoration, Inc. Estimate it OLD SCHOOL VALUES SINCE 1985 Date Estimate # 675 NW 116th Street "---z Miami, FL 33168 4/2/2018 185593 Phone # Fax # 305-651-9660 305-651-8485 Name / Address Ship To LEESA ROIL (305) 756-0079 102 NW 94 ST MIAMI SHORES, FL 33166 - Agent Jay Description Cost Qty Total Bath Remove existing Perimeter tub caulking. Re -caulk Perimeter tub with stretchable water. Proof caulking - Note: Tub is dropping and caulk seam could be a little bigger than normal. • 265.00 265.00 1 Interior Bedroom Scrape lose plaster on the Ceiling and (2) walls. Remove and replace damaged plaster board. Install new board where necessary. (2) walls and ceiling to match existing. Seal all repaired spots on the walls and Ceiling. Paint (2) walls and complete Ceiling (white). 2,050.00 • 2,050.00 Repair chain link fence gate. Adjust swing to properly lock to post. 48.00 `48.00 Laundry Room Remove Laundry Room door and frame. Discard and replace with aluminum door and frame. Caulk and seal the Door and Frame. Install new handle and lock. 2,437.00 2,437.00 Kitchen Remove existing Kitchen door/ frame. Discard and replace with aluminum impact door and frame. Caulk and seal the Door and Frame. Install new handle and lock. 2,437.00 2,437.00 Total Page 1 South Florida Restoration, Inc. FLORIDA STATE LICENCE GENERAL CONTRACTOR OLD SCHOOL VALUES SINCE 1985. 675 NW 116th�Street Miami, FL 33168 Phone # Fax # 305-651-9660 305-651-8485 Name / Address LEESA ROIG (305) 756-0079 102 NW 94 ST MIAMI SHORES, FL 33166 Estimate Date Estimate # 4/2/2018 185593 Ship To Agent Jay Description Cost Qty Total Install (owner supplied) new wall mount mail box 48.00 48.00 Plans, Permits and Processing at Cost. ce J 9 p J 2on I g a t4LVCD. 0.00 0.00 s and or processing are not included unless specified in this estimate. nEture acknowledges and authorizes South Florida Restoration to begin work and the to *ng terms and conditions. - 01q Customer shall pay all reasonable attorneys fees, collection cost and court cost accurred in the collection of amo T due. Buyer agree at all litigation arising directly or indirectly from this sale shall be in courts located in Miami Dade County, Florida. Deposit will be determined once estimate is signed. Page 2 Total $7,285.00 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). Acknowled:, ent:_ Ler • ualifier/O gnature is32.302 MecaWind Std v2.2.8.3 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 4/19/2018 Project No. : Engineer •••• Company Name : True Designed By : Engineer • • Address : Address Description : Description •• •• •••• •••• • City City Customer Name •• • • ••• • Customer • • • • State : State Proj Location : Location •• • File Location: C:\Users\Maria\Dropbox\CSpace Architecture Team Folder\Projects\20744=•window • replacements\182302 102 nw 94 st miami shores\mecawind.wnd • •••• •••• • • • • Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) •••• •••• Basic Wind Speed(V) = 175.00 mph • • • • Structural Category = II Exposure Category C • • Natural Frequency N/A Flexible Structure = No •• •• • • Importance Factor 1.00 Kd Directional Factor = 0.85 • • Alpha 9.50 Zg = 900.00 ft • • • • • • • At = 0.11 Bt = 1.00 • • • • Am 0.15 Bm = 0.65 • • • Cc 0.20 1 = 500.00 ft •• • •• • • •• • • Epsilon 0.20 Zmin = 15.00 ft •• • Pitch of Roof 5 : 12 Slope of Roof(Theta) = 22.62 Deg h: Mean Roof Ht 14.69 ft Type of Roof = GABLED RHt: Ridge Ht 19.38 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 1.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 55.00 ft Bldg Width Across Ridge= 43.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.23 = 427.06 ft = 0.92 = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*IKh*Kht*Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area = 0.85 = 1.00 = 33.94 psf = 0.80 2562.08 ft^2 = 0.80 MWFRS-Wall Pressures for Wind Normal to 55 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 Side Walls -0.70 -20.53 -8.32 -26.30 -14.09 Wall Elev Kr Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof Location Cp Pressure Pressure +Gcpi(psf)-GCpi(psf) Windward - Min Cp Windward - Max Cp Leeward Norm to Ridge -0.28 0.20 -0.60 -14.19 - 0.34 - 23.42 -1.97 11.88 -11.20 No Overhang Bot (Windward only) 0.80 23.08 23.08 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) ••• Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 22.6 Deg, h/1= 0.Z10 • Note (6) Overhang bottom based upon windward wall Cp and GCpi = 0. MWFRS-Wall Pressures for Wind Normal to 43 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Leeward Wall Side Walls • • • • • • • • • • • Si.. • • • • • • • • • • • • • • • • •• • • n • •••• • • • • •••• Cp Pressure Pressure • • +GCpi (psf) -GCpi (psf) • • •• •• -0.44 -18.92 -6.71 -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward Windward 19.38 0.90 1.00 0.80 35.82 18.25 30.47 37.17 10.00 0.85 1.00 0.80 33.94 16.97 29.19 35.90 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi (psf) -GCpi (psf ) Roof: 0.0 ft to 7.3 ft Roof: 7.3 ft to 14.7 ft Roof: 14.7 ft to 29.4 ft Roof: 29.4 ft to 55.0 ft -0.90 - 0.90 - 0.50 -0.30 - 32.07 -32.07 - 20.53 - 14.76 - 19.86 - 19.86 -8.32 -2.55 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/l= 0.27 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 4.30 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf D 1, 2 2.66 6.66 17.7 4 0.96 -1.06 38.56 -41.96 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf • • • • • • • • • • • •a•••• • • • • • •• • • • • •• • • • • •• • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Windows Systems, LLC 8502 NW 80`h Street Medley, FL 33166 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy • . • . . .. • 0000 • ... • 00 . • • • This NOA is being issued under the applicable rules and regulations governing the use cfF'c'ti4ttruction materials. �hg• • documentation submitted has been reviewed and accepted by Miami -Dade County PERA-rroduct CAtfdl.Sectidh • to be used in Miami Dade County and other areas where allowed by the Authority Havira hu;-Viction 7M-IJ). • • . • • . This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cot rtoduct Cenrrt l Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) re4euve.. the right.to have this. • product or material tested for quality assurance purposes. If this product or material fa>Is to perform in the accepted.:. manner, the manufacturer will incur the expense of such testing and the AIIJ may imrredjat; ly revoke, modify: or . suspend the use of such product or material within their jurisdiction. PERA resent: tit rigli•ttii tivoke triis • acceptance, if it is determined by Miami -Dade County Product Control Section that this product or thttdrial fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: SSeeries,600 Aiuminum-Outsyving Frencli Door w/wo.Sidelites'L.M:� APPROVAL DOCUMENT: Drawing No. W12-08 Rev D, 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 11/09/17, 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:, aid"Small_Missile_Impact.Resistant� Limitation: I. 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. 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 #15-0603.13 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. ZJu'ZOla' NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS .• .. 1. Manufacturer's die drawings and sections (see below) '. .... •. • 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing En e•Door (i,.Mv14.)", • sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, • dated 02/13/12Lu3..: • last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, ,• •,,;;� • 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,FBCi l'AS /0244 3) Water Resistance Test, per FBC, TAS 202-94 •..• : •..•.•• • 4) Large Missile Impact Test per FBC, TAS 201-94 • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation ding am of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-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.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 (NIA) (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 M. urge M..Plasencia, P.E. Prod ct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS •••• 1. Statement letter of conformance to 1-'13C 2014 (5th Edition) and letter duo finarlGWihteresi prepared by Al Farooq Corporation, dated 06/02/15, signed and seal el•by 4avad,A1 d, P.E. • 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineei'iii : t'Testing' Int., sight& • • •.•••• • • 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. • ••• • :..... 2. NEW EVIDENCE SUBMITTED • • • A. DRAWINGS 1. Drawing No. W12-08 Rev D, 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 11/09/17, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Calculations, prepared by Al Farooq Corporation, dated 10/03/17, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color GIass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th 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 revises NOA #15-0603.13, expiring 03/20/19. Jorge M. Plasencia, F.E. Pr duct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AM) 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 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 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-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 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 1/8" HEAT STREN'D. GLASS .090" Interiayer Trosifol PV8 8y 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS \...... SILICONE DOW CORNING 899 C--.irLAS TYP_F.� G1 1 9/16" MIN. TYP. ca m 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Intertayer Safiex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PYB By `Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 / SEITING BLOCKS AT LAM. GLASS REQD. FOR WIDTHS EXCEEDING, 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE `G2' SILICONE DOW CORNING 899 CARDINAL XL EDGE SPACER ST. STEEL SIUCONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE `G3' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 By Miami-D 1d a9 a Product duct Control THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOV ` g 2O17 ,`,tyllillfl/��' AN4fie . ' �C�ENSE 'Q • a. 70592 T EOF : 4 0 AL 'hllfiilil�, PI▪ C▪ O d � O 1- 1"` o.0. ggqq� cg dot O 041 { 1E01 p0 00.0a ai e ceplo W JES<3 a- F c t • ai in. •. 4 • • m • • 0 U N N b UPDATED TO 2014 FOC UPDATED TO 2017 FBC n U) 0 o '4) 4 0 h N 0 0 N M V ( as • O drawing no. W12-08 (sheet 1 of 9 ) • OOOOOO •• • •••••• • • •••••• • • •.••• • • ••••• •••••• • • •••.•• • • •••..• • • 5" MAX. HEAD/SILL CORNERS 39 3/4" MAX. FRAME WIDTH 12" MAX. HEAD SILL to FRAME HEIGHT fteo co rn i U w co co .0 11 SURFACE APPLIED FALSE MUNTINS OR J DECORATIVE GRILL MAY BE USED ACTIVE I t 26 15/16" LOCK OPTIONS #1 OR #2 7 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION l\4 D.L OPG. 37" MAX. LEAF WIDTH (X) N Ps CO i cow Zz 0 v DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(--) 39-3/4: -•�37 -- --98� �•7.D.13 75:01 co rn in a, 5" MAX. HEAD/SILL CORNERS 76' MAX. w �• FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3° O.C. 1 D 0, \ 12" MAX HEAD SILL i LOCK OPTIONS #1 OR #2 rSopTioN 2 SEE SHEET 7. OR DESCRIPTION •,/% / / / / / INACTIVE ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED I l 26 15/16" D.L OPG. 26 15/16" D.L OPG. 37' MAX. LEAF WIDTH DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF I FRAME WIDTH HEIGHT EXT.(+) INT.(--) 76' 37" 1 98" 70.0 75.0 GLASS D.LO. DIMS. D.L.O. HEIGHT = FRAME HEIGHT -• 11.125" D.LO. 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 x Va co O 0 5". MAX. HEAD/SILL CORNERS 37 3/16" MAX. FRAME WIDTH 12" ' TESTED FRAME HEIGHT 87. D.L OPO. I I II ii II >1/ if, J1 I . ---` -----1T----- SURFACE APPLIED FALSE MUNTINS DR DECORATIVE GRILL MAY BE USED (0) STAND ALONE SINGLE SIDELJTE SEE SHEET 3 FOR CAPACITY PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 By Mi Mignir-D Product Control NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA45—DEC-219 NOV 1 6 201/ /-. OF • L{ It/111110 .101▪ 1* S. 9 0 U 41 0o P • •• o r.•• •.• •I • • • • CO •.•.•• • •• •.•..• • • .o „• •••• ••. • 7 O o. U 0 N g Ui r N 0 w 4 8 4 m 0 0 m 2 a 0 6 C V O drawing no. W12-08 sheet 2 of 9 ) • • • ••.•. • • •.... ••..•. .• • •.••.• . • .•...• 'DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDEL.ITES SIDELRE SIDELITE WITHOUT FRAME WIDTH FRAME HEIGHT REINFORCING INCHES INCHES EXT.(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 381 > (700 0"- 75;0i 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 SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) - SIDELITE FRAME WIDTH INCHES SIDELTE FRAME HEIGHT INCHES 'WITHOUT REINFORCING 1TITH 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 69.6 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 REINFORCING AS REQD. 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. TESTED FRAME WIDTH CLUSTER OF (4) ANCHORS AT HEAD/SILL HEAD do SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 12" MAX. HEAD SILL - ` ,111_ r ` ii r 11 i ---- //. '//" /./ \\ \ \ \ //. 2'/' ; // r k y/ co�! toi co/ _r / OPION OR/f2 1 S Ft SHEET ; DESCRIF `` P.L. OPG/ i �F) -• =--1�-- ii // 11 / TESTED FRAME HEIGHT 87" D.L. OPG. - I I 1I 1 / \ \ \ __= 11 %/ \ _= \ \ \ \ 4I + 4, � T to M co Q1 L 1 4PT)0N SE / / / I 1 C �1 1.` - --_fit--_ - /I /Atr /YI/ 'I1 _J1- -it -.. ! , ' r �� ` . ACTIVE r,.'r INACTIVE 1/ SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY HE USED I t\ 32 3/4" D.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 MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 BY MI - i-Da roduct Contro NOTE GLASS. CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 NOV 1 6 7017 co CO N a. C { • • • • • • • M • • Co• • to sa • ••• • •,. c O N 2 6 T? fS D N m 4 U r c O ) N O rf 6 d o P. A _ m :�✓ V / C , drawing no. W12-08 sheet 3 of 9 000000 •• •••••• • • •••.•• • • ••••• • • ••••• •••••• •. • - •••••• • • •••••• • • 9/18" MIN. THROW BOLT PENETRATION EDGE DIST. •. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING :• ct 00 t GLAZING OPTIONS SEE SHEET 1 tt EDGE DIST. 1/2- MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 EDGE DIST. L PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SHIM SPACE 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=t55 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MN. EMBED INTO CONCRETE (HEAD/JAMBS) 1.-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 61 R ECTLY=I NT0=C0 NG R ETE-O R'KOCKSw x1=Ar/4=MIN=EMBEDzINTO:.:CONCRETE VIEAAD%S1147/JAMBS)) cm1-/41-..tvIIN EMBED+INTOO---BtO.CK S_(JJAMBS) 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1 /8" THK. MN. (Fy = 36 KSI MN.) (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 SIKUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MN. C-90 HOLLOW/F1LLrD BLOCK AT JAMBS f'm = 2000 PSI MIN. EDGE DIST. METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING .I MIAMI-DADE COUNTY APPROVED I CUPPED MULLION SEE SEPARATE N•A 0 PRODUCT REVISED as complying with the Florida Budding Code NOA-No. 17-1218.15 Expiration Date • /20/2019 By Nil r . • act Control I' 1v 1 e.4.is a? LTYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS • r osS 0 m 0) f 0 4a 0. v 0 0 REV. PER RER COMMENTS UPDATED TO 2017 FOC .0 a' w 0 v N m 0 12 12 0 0 0 0 N 0 0 C CO 0 0 a a 1. fj • drawing no. W12-08 (sheet 4 of 9 ...•.• • • • •.•... • . ••••.• • . •.•.• • • ••••• •..•.. .• • •••••• • • •...•• • • i 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX. SHIM ; TYPICAL ANCHORS - SEE ELEV.` FOR SPACING. 16 ACTIVE LEAF CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 1/4" MAX. SHIM T re ) l EXTERIOR D.L.O. 37" MAX. 1 BY WOOD BUCK LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSIILE INACTIVE LEAF 9• • o TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS #1 OR#2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE ACTIVE T.'l'',AF D.L.O. LEAF WIDTH LOCK OPTION #2 EXTERIOR D.L.O. LEAF WIDTH 76" MAX. 2 POINT LOCK ASSEMBLY INACTIVE LEAF DOUBLE DOOR FRAME WIDTH LOCK OPTION 41 4 POINT LOCK ASSEMBLY 1/4' MAX. SHIM 2BY WOOD OR WOOD STR EE NOTE w B K TORE • HEET 1 • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida ,,1\ Tll l l l! l Building Code � i NOA-No. 17-1218.15 `\`‘.4Ik0 A�A�, �`/i Expiration Date 03/20/2019 ,�� ' '' ‘,ICEN .. By ^ Miami-0 Product Control DOOR DETAILS t•g 2 1 ▪ .70592 • OF*/.0. NALC)el":\\‘\ /1111100 4 I ••1 m U 0ti Cg w tiN� o g wry ceg0 pare O yy� O 4Egeae .5¢2 •'.. .-. • -vv p,.. • ce0•• 0 •S•I• .41 •tom . •. • r a, :• to•24••• •••• ! • !1'�J�{{ 00000 �• • ❑ o.2). p�•� :••••• • 8 3Z) o V ....•. • • • ••.••. • • O `On W d co C O 0 NO CHANGE THIS SHEET UPDATED TO 2017 MO N_ m O a 0 0 0 N. P 0 C 0 0 II N 0 v -a, drawing no. W12-08 sheet 5 of 9 ) •••••. • • ••••• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. • • 0 Mi GLAZING OPTIONS SEE SHEET 1 v• • EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS q SEE ELEV., FOR SPACING 1/4" MAX. SHIM 0 W METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. • •. SHIM .21111, 1BY . , WOOD BUCK • i . • EXTERIOR D.LO. 42" AT 86" HT. 37" AT 98" HT. %u( MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS AND 11" O.C_ MAX D.L.O. SIDELITE WIDTH REINFORCING AS REQD, SEE SHEET 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING LEAF WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH MAX. UNIT FRAME WIDTH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 By Miam1 D < Product Control SIDELITE DETAILS `‘0� 11 11 i7► fte6V frd.. • •& .(A '•• •� •• • •Iii • 04 • • • (i) tc, CV co vs o�a o coW LL, 03 it t C 0 0 a 0 m o REV. PER RER COMMIS E • • • • • • V 0 v r 0 0 r 0 0 C OD 02-13-12 03 • 9 • 0 • • •• r• •• drawing no. W12-08 (sheet 6 of 9 • •••••• •• • •••••• • ••••.. • • ••S•• • • ••••• •••••• • • • •••••• • . •••••• • . ITEM i PART # REQI). DESCRIPTION MATERIAL MANP./SUPPLIEI/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 - SIDEUTE 9` BOTTOM FRAME 6063-T6 - 5 _ E605 - SIDELITE FRAME JAMB 6063-T6 - 6 E606 - SIDEUTE 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-TB - 11 E611 - LEAF ASTRAGAL STLE 6063-T6 - 12 E612 • - LEAF ALIGNMENT BRACKET 6063-T8 - 13 E813 - LEAF CLAMP 6063-TB 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 . £514 - 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 £616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD-I07 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 _ FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. .22 #12 SMS AS READ. FRAME ASSEMBLY SCREWS - L- 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA. THREADED ROD SIrEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20616-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLO, RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLOIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6° FROM EACH END, DUROMETER 80±5 35 - 2/ LITE 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. . PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 By MLardrDa roduct Control WV Q 6 2817 • 70692 `�1 1 OF .'� ~ /-± 11 I I I II>, 0 • • • )4 • •yir a -o 0 n 0 scale: 3/13" = 1 " ,41 o a o o o a ji ga' drawing no. W12-08 ,sheet 7 of 9 ) • •• •. • • • • LOCKS: OPTION i1; ACTOIF LEAF: 4 POINT LOCK ASSEMBLY DLO1-6007 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 BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING ROOS 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 4, / / / / / / //. V% \ 4. \\ 5. \\ \\ lk, ACTIVE HINGES: 111 / \ / \ / \ / \ / \ / \ K, / /2, '' *; \ \ \ \ \ t , // / \ / \ �/ INACTIVE % 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" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB v0PT10N-#Z 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 k /1 1 ;/ / / / / / /%, '/, // C , . \ .,,S \\ \ \\ h: ACTIVE . / \ / \ / / \ \ / \ / /j \ / -1., /; • /2. '../... \ \ 5- ,, / \ / \ / \ / \ / \ / \ /it I INACTIVE 4 ACTIVE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date03/20/2019 By Miarhti-Daae Product Control • • . • • • • • . V to Z w o .1; PIM 0 re mot o �i y 0c d 01 o a a g M u.1 0 .:1 � g v cn 0 cn N 2 c ca co co 0 C3• a•-• Q,• oa J. ..i•II* • CO ir • 0 N 0 N O O N 0 of 0 N a' ;! c< U N 0 r—� 4 F t 0 drawing no. W12-08 sheet 7.lof 9) • . .. • • • 4.000 .078 b25 7 1.625 a_ F--2.062 0 DOOR FRAME HEAD/SILL 0 4.000 SIDELITE TOP & BOTTOM FRAME .078 4.031 r-1.750-"' 1.507 -1 O LEAF TOP/BOTTOM RAIL 4.750 3 h--.519 .803 - I - I.045 1.047 14 GLAZING BEAD 5/161' GLASS 3 1-.394 .803 I .050 1.047 14A GLAZING BEAD 7/16' GLASS .803 .045I 7-J- 1.172 F-1- 15 GLAZING BEAD INSUL. GLASS .078 8.250 CsD LEAF HINGE STILE .329 .078 1-1.612-1 () FRAME COVER L.1.750 7A 9" BOTTOM RAIL 10 LEAF LOCK STILE j.687 .050 .154--I SNAP COVER 9 1.197 3 4.000 LEAF LEAF ASTRAGAL STILE 4.000 .078 (3) DOOR FRAME JAMB ® SIDEUTE FRAME JAMB 41.507 - 3.719 8.281 -.078 1�4.000 SIDELITE 9" BOTTOM FRAME 9.000 .312 0 LEAF W*STRIP ADAPTER .442 LEAF ALIGNMENT BRACKET PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.1218.15 Expiration Date 03/20/2019 By Miarer 13 .375 .125 LEAF CLAMP HINGE BACK-UP PLATE - 1 1.250 �- 4.188 .078 sJ SIDEUTE SLIP ON JAMB .719 1'750 -.281 .125 3.781 18 SIDEUTE MULLION REINFORCING i 6 2n1 Product Control /\`-i%lllillf��7, 70742 • • c • .• rri 0 �N Ec. mon N ^ ^ I, Q N OOR o C O .2 a r drawing no. W12-08 (sheet 8 of 9 ) • .. .. . • • • . DOOR FRAME CORNER LEAF CORNER SIDELITE FRAME CORNER SIDELITE MULLION SUP ON JAME] .cORNER m co • if1 • • M •E,j 0) il..� •••• cc • • • • • pKl 3np• 0 • • A.0 CID •�• •• �• •W�• •• 3 zw • • J • V Op v • • eel `,`witiiiill//! PRODUCT REVISED as complying with the Florida 1 -y. , Building Code KOA-No. 17-1218.15 = * ,t * (Expiration Dat- '.3/20/2019 ,•A�_ Nile I-' �� ' roduct Control WV G 9 st • „ drawing no. W 12-08 sheet 9 of 9