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WS-18-562 Permit No. WS-3-18-662 Miami Shores Village �,, Perrnit Type:Window�/S11UtterS 10050 N.E.2nd Avenue NE � Work Classification:`Door Replacement Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 L°R'DAIssue Date:3/912018 FExpiratidn: 09/05/2018 Project Address Parcel Number Applicant 253 NE 100 Street 1132060134680 Miami Shores, FL Block: Lot: ANDREW HUNTINGTON Owner Information Address Phone Cell ANDREW HUNTINGTON 253 NE 100 ST MIAMI SHORES FL 33138-2418 Contractor(s) Phone Cell Phone Valuation: $ 5,064.37 SOUTH FLA RESTORATION INC (305)651-9660 Total Sq Feet: 0 Type of Work:TWO DOOR REPLACEMENTS Available Inspections: No of Openings:2 Inspection Type: Additional Info:TWO DOOR REPLACEMENTS Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# WS-3-18-66677 DBPR Fee $2.00 DCA Fee $2.00 03/06/2018 Credit Card $50.00 $92.60 Education Surcharge $1.20 03/09/2018 Check* 1043 $92.60 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $142.60 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- ns,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accep g i it I assume responsi City for all rk done by either myself, my agent, servants, or employes. I understand that separate permits are requir d for ELECT LUMBING, ECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER AFFIDAVF : I cert; that al foregoing �Cve-namecl formation is accurate and that all work will be done in compliance with all applicable laws regulating constructio and nin . Fut rm I orize thea contractor to do the work stated. March 09, 2018 �Cuthori ed Si na ure: caner pplicant / Contractor / Agent Date Building Department Copy March 09, 2018 1 � � � -� �� } - , ., Y .� Miami Shores Village RECpVED Building Department MAR 06 1018 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 1 ' INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201-=A- BUILDING, -=BUILDING, Master Permit No. V\j S 18 ~5(02- PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ( CONTRACTOR DRAWINGS G C � �� (JOB ADDRESS: rn S npCe.S -& 14'e City: Miami Shores County: Miami Dade Zip: 331 (OS Folio/Parcel#: it - 2)20(0- -Li low Is the Building Historically Designated:Yes NO X Occupancy Type: t �G Load: Construction Type: Flood Zone: BFE: FFE: T OWNER:Name(Fee Simple Titleholder): Anckw � Wm1a1 r% Phone#: S- � -rotol3 Address: 2 -Y 59 NE 10DS M City: i 1 CAA /;l SYVeI > State: IF zip: l -2titg Tenant/Lessee Name: Phone#: iy,� Z 53'�2 47/1 Email: 1�,c CONTRACTOR:Company Name: 4,,h3TYl T-tog`i ck, ��-h t�rl Phone#: 22Q5 Ass I CI GSC 0 Address: (01-- IN S M City: I IIC'�t� State: ��Z�( Zip: (OB Qualifier Name: 1/Q��{vlY1C&c.cp Y'-%e_ Phone#: State Certification or Registration#: C 6)c US 2 SCIS Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: // City: State: Zip: Value of Work for this Permit:$ �0 CO 3 7 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New X1 Repair/Replace ❑ Demolition Description of Work: -TVAJ o p00 C Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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. Signature Signature 1 1U OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2 day of G//r Gln 20 --2) by 2 day of M Gln 20 15 by 1 T4 Dc- 490who is personally known to ,Qyt d = C, C rintc who is personally known to me or who has produced DTM 1y S I.t,L(.15�tgf2 _as me or who has produced ?L- DCweil S 1 cP r)M as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: N��U .l � Print: Seal: ;;;; NILDA Seal: k�'*' NILDA LOPEZ LOP ; ' M MY COMM119810N 110GOS6663 MY COMMISSION#GGOSM3 EXPIANS Of0ember 20,2020 EXPIRES December 20,2020 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 3/5/2018 Property Search Application-Miami-Dade County 0 uE "R08"U"TY Ar""RAISOM OFFICE OF TH F F H FF t Summary Report Generated On:3/5/2018 Property Informations 0`4 Folio:Folio: 11-3206-013-4680 Property Address: 253 NE 100 ST Miami Shores,FL 33138-2418 r _ Owner ANDREW L HUNTINGTON&W CLAUDIA ` t 1a Mailing Address 253 NE 100 ST �= MIAMI SHORES,FL 33138-2418 PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ »r+ Primary Land Use 0101 RESIDENTIAL-SINGLE M, FAMILY: 1 UNIT �� u Beds/Baths/Half 3/1/1 Floors 1 J* Ost Living Units 1 ' �"' ra` �:' Actual Area 1,912 Sq.Ft �r Living Area 1,548 Sq.Ft ` Adjusted Area 1,726 Sq.Ft Taxable Value Information Lot Size 11,500 Sq.Ft 2017 2016 2015 Year Built 1950 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015Taxable Value $98,673 $95,616 $94,604 Land Value $345,138 $287,615 $276,299 School Board Building Value Exemption Value $25,000 $25,000 $25,000 g $120,130 $120,130 $120,130 Taxable Value 1 $123,673 $120,616 $119,604 XF Value $1,109 $1,128 $917 City Market Value $466,377 $408,873 $397,346 Exemption Value 1 $50,000 $50,000 $50,000 Assessed Value 1 $148,673 $145,616 $144,604 Taxable Value $98,673 $95,616 $94,604 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment $317,704 $263,257 $252,742 Taxable Value $98,673 $95,616 $94,604 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description 12/01/1994 $128,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 16603-1221 Sales which are qualified Board,City,Regional). 08/01/1973 $55,000 00000-00000 Sales which are qualified Short Legal Description 1 534165342 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 18&19 BLK 34 LOT SIZE 100.000 X 115 OR 16603-1221 1294 1 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: Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 ��OR1Dp Fax: (305)756.8972 Insl2ection 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). E Acknowledgement: ,PGvi d inn c►co►', Qualifier/Owner Signature Date Print Name MecaWind Std v2 . 2 . 7 . 5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 3/6/2018 Project No. Company Name CSpace Architecture and Desig Designed By Address 4530 N. Hiatus RD Description Window Replacement City Sunrise Customer Name : State FL Proj Location : Miami Shores File Location: C:\Users\Chris Lenovo\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 180.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft 0000 Pitch of Roof = 4 : 12 Slope of Roof(Theta) = 18 3 D 000006 0 p � �g 0000 0000•• h: Mean Roof Ht = 13.67 ft Type of Roof = HIPPBD + • • RHt: Ridge Ht = 18.33 ft Eht: Eave Height = 9.04t0ft• •• • •• OH: Roof Overhang at Eave= 2.00 ft Overhead Type = Overk�tj*0a +• •• 00.0.0 Bldg Length Along Ridge = 40.00 ft Bldg Width Across Ridge= 56*40:110 • • • Length of Hipped Ridge = 20.00 ft Roof Slope on Hip End = 43.02 Decwood •00.0• 0000 • 0 • • Gust Factor Calculations 0000 0000 00000 Gust Factor Category I Rigid Structures - Simplified Method 0•+000 00 • •0i0•• Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 •0000• 00.0•• 000000 • Gust Factor Category II Rigid Structures - Complete Analysis i0•i•� 0 00 Zm: 0.6*Ht = 8.20 ft 0 • 0.0•••• 0••••• • lzm: Cc*(33/Zm)^0.167 = 0.19 • • • • 0 Lzm: 1*(Zm/33)^Epsilon = 546.17 ft 0 • •000•• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 •0 _• •••0•• • • Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 •• • 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) = 1.03 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 43.58 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 2547.80 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 40 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure t' +GCpi (psf) -GCpi (psf) ----- Leeward Wall -0.42 -23.40 -7.71 Side Walls -0.70 -33.77 -18.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi -------------------------------------------------------------------- Windward 9.00 1.03 1.00 0.80 43.58 21.79 37.48 45.19 Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.36 -21.18 -5.49 Windward - Max Cp 0.14 -2.66 13.03 Leeward Norm to Ridge -0.57 -28.96 -13.27 Hipped End (.00 to 6.83 ft) -0.90 -41.18 -25.49 s � Hipped End (6.83 to 13.67 ft) -0.90 -41.18 -25.49 Hipped End (13.67 to 27.33 ft) -0.50 -26.37 -10.68 Hipped End (27.33 to 60.00 ft) -0.30 -18.96 -3.27 Overhang Top (Windward) -0.36 -13.34 -13.34 Overhang Top (Leeward) -0.57 -21.11 -21.11 Overhang Top (Side Wall) (.00 to 6.83 ft) -0.90 -33.34 -33.34 Overhang Top (Side Wall) (6.83 to 13.67 ft) -0.90 -33.34 -33.34 Overhang Top (Side Wall) (13.67 to 27.33 ft) -0.50 -18.52 -18.52 Overhang Top (27.33 to 56.00 ft) -0.30 -11.11 -11.11 Overhang Bot (Windward only) 0.80 29.63 29.63 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) Hipped ends considered as parallel to ridge for all theta. Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 18.4 Deg, h/1= 0.34 Note (7) No internal pressure considered (GCpi = 0) for Overhang Note (8) Overhang bottom based upon windward wall Cp and GCpi = 0. •••• MWFRS-wall Pressures for Wind Normal to 56 ft wall (Along Ridge) * • All pressures shown are based upon ASD Design, with a Load Factor of .6 0 •00 0000 ••••s• •• Y • • Wall CP Pressure Pressure •••••• I.e.: 0000•• +GCpi (Psf) -GCpi (Psf) 006090 • • • --------------- ------ ----------- ----------- •••••Y Leeward Wall -0.50 -26.37 -10.68 0000.0 0••••• • • Side Walls -0.70 -33.77 -18.09 0000 0•00 •00.0 •••Y•• •Y • so:*** Wall Elev Kz Kzt Cp qz Press Press Total 0000.0 0••000 •••••• ft psf +GCpi -GCpi +/-GCpi •••••• 0 •• ------------------------------------------------------------------- • • • • Windward 18.33 1.07 1.00 0.80 45.13 22.84 38.53 49.21 • • • 0 •0 0.0100 Windward 9.00 1.03 1.00 0.80 43.58 21.79 37.48 48.16 0 0 • • • • • • 000••• •• • •0 • • • Roof - Dist from Windward Edge Cp Pressure Pressure • • • +GCpi(pef)-GCpi(pef) ---------------------------------------------------------------- Roof: 0.0 ft to 6.8 ft -0.90 -41.18 -25.49 Roof: 6.8 ft to 13.7 ft -0.90 -41.18 -25.49 Roof: 13.7 ft to 27.3 ft -0.50 -26.37 -10.68 Roof: 27.3 ft to 44.0 ft -0.30 -18.96 -3.27 OH Top : 0.0 ft to 6.8 ft -0.90 -49.03 -49.03 Overhang Top 6.8 ft to 13.7 ft -0.90 -49.03 -49.03 Overhang Top 13.7 ft to 27.3 ft -0.50 -34.21 -34.21 Overhang Top 27.3 ft to 44.0 ft -0.30 -26.80 -26.80 Notes - Along Ridge Note (1) OH = Overhang, no internal pressure considered for Overhang (GCpi=O) Note (2) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.34 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" = = 4.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf pef ----------------------------------------------------------------------- Door 1 3.10 7.00 21.7 4 0.94 -1.04 48.84 -53.19 Door 2 3.00 7.00 21.0 5 0.94 -1.29 48.94 -63.90 IEr Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 r OF Qhcc:.00256*V^2*Khcc*Kht*Kd = 43.58 �i �'•• •''gym' \SIOPHER �qsq�/� •, }V;1; AR95610 !c 3 MAMI-DADE MIAMI-DARE 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 OA S www.roiamidade.sov/economy Eco Windows Systems,LLC 8502 NW 80'h Street AU80 Medley,FL 33166 , SCOPE: This NOA is being issued under the applicable rulesjgiulon g the use of construction materials.The documentation submitted has been reviewed and acrJ unty PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product�Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the PWV.tb havg�tW%. product or material tested for quality assurance purposes. If this product or material fails.fo Perform.in the accepteO manner, the manufacturer will incur the expense of such testing and the AHJ may immediately rewoka,:modify,-*;• suspend the use of such product or material within their jurisdiction. PERA reseme;'tfie right t0 revokC tW%: acceptance, if it is determined by Miami-Dade County Product Control Section that thi§. .. 0000 0 rbduct orlifffla6al fnls to meet the requirements of the applicable building code. 000.• 000090 00 0 00000 This product is approved as described herein,and has been designed to comply with the flQiida B01dog Code,,•• •• . including the High Velocity Hurricane Zone. 0000.. DESCRIPTION: Series 600_Aluminum-Outswing French Door w/wo Sidelites-L.POI:I. ' APPROVAL DOCUMENT: Drawing No.W12-08 Rev D,titled"Series 600 Alum OutaWittg Entrance Door: (L.M.I.)",sheets '1 through 9 of 9(inclusive 7.1),prepared by Al-Farooq Corporation, dated 02/1342 end 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: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2. See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37". See locking options 1 &2 in sheet 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. MIAMFDADE coin r-NOA-No.-17-1218:15' ... , 210 k 1 Expiration Date:-March 20;2019 Approval Date: February 08,2018 Pagel 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 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 pe;tp.tr;TAS•�Q2 44 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 ni-;�a •;;•;• ;;;;;� along with marked-up drawings and installation diagram of an aluminum"Utswing French door, .' prepared by Hurricane Engineering&Testing, Inc., Test Report No. 000000 HETI-12-3357, HETI-12-3358, HETI-12-4003,HETI-12-4003 and HMI43-4029dated 03/lts•••: 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(51h 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(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. ,*Sorge 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 FBC 2014 (51 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering& Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER •••• 1. This NOA revises NOA#12-0402.03,expiring 03/20/19. ••••" •••••• 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. ...... •..'.: ....:. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS "" "" 66:61", 1. Drawing No. W12-08 Rev D,titled"Series 600 Alum Outswing E14*1*ra*"**C 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. ;...;. •••• • .. .. a 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 Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5111 Edition (2014) and FBC 66 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,P.E. Pr duct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20,2019 Approval Date: February 08,2018 E-2 o - - _ -- - 1/8" HEAT STREN'D. GLASS - - - 3/16 HEAT STREN'D. GLASS �: � EN - - � o 090" Interlayer 090" Interlayer _ Trosifol PVB Trosifoi PYB cv By 'Kuraroy America, Inc.' By 'Kuraroy America, Inc.' Z �+ 3 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS a 2 x I SILICONESILICONE tz v 6 z m DOW CORNING 899 z m DOW CORNING 899 0 �- U 26 - 26 IL J31 O ti 1 a 349) p dao ° • • Z.t • SETTING BLOCKS AT LAM. GLASS y .p • • READ. FOR WIDTHS EXCEEDING 36" ONLY. •�.b Z p •• 000 NOTCH GLAZING BEAD LEG TO ,-• •a m g CLEAR BLOCKS _ •� . • • ..GLASS TYPE 'GI.' GLASS TYPE 'G2' _ ___ _— •.•.• T in • 11/8" TEMP. GLASS g ••'^I . '� •...:. 5/16" AIR SPACE W W H • o • • • • — to dHg • 1.M ••Q • •••••. 1/8' HEAT STREN'D. GLASS W Ing W .090" Interlayer � z a C Saflex Clear And Color GI Id z w W a By 'Eastman Chemical Co. Lj d T a= CDN � 11/8' HEAT STREN'D. G o — W iU.5, 1 alil 1oMto SILICONE H W,6~Qto U! un z m DOW CORNING a _ ,. b° m _z ze SERIES 600 m 26 EW ke " S ' N ALUMINUM O111SWING ENTRANCE DOOR � �i0W`2:1ji ; SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. 'SSTAND ALONE SINGLE SIDELITE SEE SHEET 3. W SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. 3s SIt9C8 LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL , 0us o06i APPLY TO ENTIRE SYSTEM. Wv, N 0 2 U SETTING S '� (� 41DOORS APPROVED FOR INSTALLATIONS WHERE•WATER' INFILTRATION NOTCH G LEG t�at LO+S " o00 $ a RESISTANCE IS _REQUIRED. _ H v u1 o 9 " M CLASS TY E 'G3' � � THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION)-FLORIDA I e C C EBUILDING CODE INCLUDING HIGH-VELOCITY HURRICANE-ZONE (HVHZ). _ - --- ' " 1 B OR 2BY WOOD BUCKS do BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. - o_ n n o 0 0 ANCHORS .SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS m AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE PRODUCT REVISED _< m v fl MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. as compIng with the Florida t t I I i t J NOABuilMg ode 17-1248.15 �� , Jf��/ a A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. NOA--No. � ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. Expiration Date 03/20/2019 �� '�'' �l `SF •- �% '� r MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE BY _� 70592 REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE do ADOPTED STANDARDS. milarni-Da1w Product Control = o THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION `S 1.9 217 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY '� fit drawing -Q OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR �� '•, OF '�� 9 WATER INFILTRATION RESISTANCE ETC. THESE DOORS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. �i W 2—�8 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHUTTERS ARE NOT REQUIRED. �'� AND TO BE REVIEWED BY BUILDING OFFICIAL /iJJti��t �A�\ sheet 1 of +� y 39 3/4" MAX. 76' MAX. 37 3/16" MAX. o FRAME WIDTH FRAME WIDTH FRAME WIDTH a HEAD de SILL ANCHORS Z !- AT STILE ENDS z 12" (4) AT 3. O.C. 12" 12" 1 a b5" MAX' HEA" - F MAX* MAX 5MAX. -MAX. 5MAX. o M HEAD/SILL sl D HEAD/SILL s ° oLL CORNERS CORNERS CORNERS O 0. / Coo .. zC I C ==--rr--- ----�t---- m • 4.W10-r ....:. LOOK OPTIONS / j j E LOCK OP71pNS �� f II #1 OR #2 / II #1 OR #2 t Ej II ...... tl (OPTION 2'SHOWN) II (OPTION 2 SH W it . • �__�____ � --==fit====— ••••• II/ SEE SHEET 7.1 , SEE SHEET 7. / I I� FOR DESCRIPTION / �' FOR DESCRIPTt0�1 N W f( , x N • .— . n yy�� j� •• ••••• W 4 II w m d m •••••• z %l1)' /�, o / • ��• V • rm� • TD ro J �/ °f m m J ift 00 J 1 N • •Y 'i' •• 040 0 •Ift � i••••i \ II N \ II f II • •� ••D • • • Ld +�+N7 c1t EB I G p OM art Z ACTIVE I INACTIVE I ACTIVE o cV J W N 0 p8 SURFACE APPLIED 00 z SURFACE APPLIED � M SURFACE APPLIED �° N W C0 7 FALSE MUNTINS OR 26 15/16" �d rr FALSE MUNTINS OR 26 15/16 26 15/16 CK FALSE MUNTINS OR 32 3/4" DECORATIVE GRILL D.L. OPG, `O DECORATIVE GRILL D.L. OPG. D.L. OPG. �' c�� DECORATIVE GRILL D.L. OPG. f° MAY BE USED MAY BE USED MAY BE USED 37" MAX 37' MAX. LEAF WIDTH LEAF WIDTH (X) - (XX) (o) $ 0 0 STAND ALONE SINGLE SIDELITE g R SEE SHEET 3 FOR CAPACITY ino B DOORS LOAD CAPACITY — PSF DOORS LOAD CAPACITY — PSF d a SINGLE DOORS-(X) DOUBLE (XX) DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS RRA E WIDTH FRAME EXT-(+) INT.(-) ANNE WIDTH HEIGHT LEAF FRAME EXT.(+) INT.(-) 76' 70.0 75.0 _ 7d.d w• n N N on 39:-3/4* ; 37' 98" 75.0, 3T 48" oN44 � T PRODUCT REVISED as complying with the Florida ` < m v 0 Building Code NOAr-No. 17-1218.15 GLASS D.L.O. DI S. 8xpiration Date 03/2012019 � �� D.L.O. HEIGHT = FRAME HEIGHT — 11.125' �•' •� •'••,` D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 12.813" By o D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 22.125"}/2 Mi Product Control _= e • O 8 i r NOTE _— 9 all tl GLASS CAPACITIES ON THIS SHEET ARE NOTE: ` BASED ON ASTM E1300-09 (3 SEC. GUSTS) T drawing no. '•�/: EGRESS REQUIREMENTS TO BE REVIEWED �� 0 4DP'•_•��9�`` W1 2--08 AND FLORIDA BUILDING COMMISSION NOW 1 6Q�,. fi+S°3re . �� 8Y BUILDING OFFICIAL DECLARATORY STATEMENT DCA05—DEC-219 ��ir��NALt�� sheet 2of 9 DESIGN LOAD CAPACITY - PSF - - - 148" MAX. - - - eo w - - - DFMGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH o STAN ALONE SINGLE SIDELIES (SEE NOTE BELOW) HEAD do SILL ANCHORS I N AT LE END SIDELITE SIDELITE WIMOLTT SiDELITE SIDELITE TrMOUWI TE 1g CLUSTER OF (4)AT 3" 0 CS Z ti FRAME FRAME REINFORCING FRAME FRSE REINFORCING REINFORCING Q h WIDTH HEIGHT WIDTH HEIGHT 6' AT ANCHORS P W °j INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) AT HEAD/SILL 12" I" MAX. 2 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5� TYP HEAD g p 30 70.0 75.0 30 70.0 75.0 7D.0 75.0 F - .- - - Q CORNERS .\ A \` SILL' - \\ Q 36 82 70.0 75.0 36 82 70.0 75.0 70.0 75.0 37 70.0 75.0 37 70,0 75.0 7D.0 75.0 �� R` G 42 61.7 66.1 42 61.7 66.1 61.7 66.1 24 70.0 75.0 24 70.0 75.0 70.0 75.4 30 70.0 75.0 30 70.0 75.0 70.0 75.0 \ Q a G Q li II I 1 (36 r,86 70.0 - 75.0 •.. ; 36 Be 70.0 75.0 70.0 75.0 _ 11 _ I I ! 1 \ 8 b rr i •- L-___ -11_�_ 1 t • 37 70.0 75.0 37 70.0 75.0 70.0 75.0 ----it----- ---tl]- - I i \ • O •• •.•••• 42 81.7 66.1 42 61.7 66.1 61.7 66.1 I t I i \ • {j„Z �-�' •• 24 70.0 75.0 24 70.0 75.0 70,0 75.0 11 11 • •;r a • •• ••••i• I t n 1 1 \ 30 92 89.8 69.8 30 92 69.8 69.8 70.0 75.0 y -- i i I I 1 f \ • • •••• 36 64.1 64+1 36 64.1 64.1 70.0 75.0 w --===1t-==== --�1'---- 1 1 • •• • • • • 70.0 75.0 t�• ri•i J ••37 633 63.3 37 63.3 63.3 6 Ly/r Q B3 a 24 633 63.3 24 63.3 ••i••• 30 57.8 57.8 1 30 57.8 57.8 70.0 75.0 D '} I t'98 go CD I I 1 I -j • �• J ,1! •• 36 53.1 53.1 36 53.1 53.1 70.0 75.0Pi -----I'----- \_--_11_---- I I / �,t N .. 37 524 52.4 37 52.4 52.4 70.0 75.0 ,j I 1 \ 1 I : t� • o •••••• W REINFORCING i i I I ••�`r • • • Ljj AS READ. It li t I L OPa`IO 5 j SEE CHART _== 1 -___ ___ __= t i #0 AORN121 1 o: c0 t I 11\ I I SE SHEET .1 ) It f F DESCRI 0 i� I ie G B I I r �_ ,- INACTNE ' I AC11VE � N W' Q Q W 39-3/4- MAX. (SINGLE) m w V 00 g �+ SURFACE APPLIED SINGLE SIDELITE WIDTH SIDELITE WIDTH 78" MAX. (DOUBLE) FALSE MUNT1NS OR 32 3/4" 2S 1S/16- 26 15/18` a 'o W DOOR FRAME WIDTH DECORATIVE GRILL D.L OPG. D.L. OPG. D.L OPG. `O v MAY BE USED MOTE: 37" FOR DOORS CAPACITIES SEE SHEET 2. LW WIDTH s FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH 39 3/4- MAX. (SINGLE) 8 � LOWER VALUES FROM DOOR OR SIDELITE CHART MAX 76- MAX. (DOUBLE) c N g WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH I'- p (OXXO) giva � DWIM MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 jo N v1 in GLASS LI-0. DIMS. _ r- `' D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" PRODUCT o v N o o REVISED � SIDELI WIDTH TE -- as complying with the Florida D.L.O. w o < m v o ( ) FRAME WIDTH 4.438" NO . Building 17-1218.15 Expiration Date 03120/2019By MismMI-77Product Contra ` •V •.•® 7 NOTE: 3 _ M 'V V GLASS-CAPACITIES ON THIS SHEEP ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) Vi 6 7017 ` � •, EOF - �� drawing no. AND FLORIDA BUILDING COMMISSION tDP.• '� �� W1 2-0$ DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of g �lliill� PROPERLY•SECURED 28Y WOOD BUCK 9/16" MIN. TYPICAL ANCHORS EDGE DIST. 1 BY WOOD BUCK - - - OR - THROW BOLT EDGE DIST. SEE ELEVATIONS I WOOD STRUCTURE 1� co PENETRATION FOR SPACING '` •; EDGE DIST. METAL a. SEE NOTE SHEET 1 I • c j a a, EDGE EDGE DIST. STRUCTURE ^ N F IN CL 013 & ixN`� o WL 9 25 I N W \ N " Uj 0 I I 0 A 33 2S 2 + FTIYZPICA�LANCHORS TYPICAL ANCHORS TYPICAL ANCHORS or Ir 2�TIONS SEE ELEVATIONS SEE ELEVATIONS 0 a•c FOR SPACING FOR SPACING FOR SPACING • • ••f�' ••••:• 10 •• I f 90.06• 0196• r---------.r----� i f MIAMI—DADE COUNTY APPROVED I I C 0 j . 0 !I CUPPED MULLION I i •'• Ij SEE SEPARATE N A k! •696 Q 214 9606• jI I� 0996 ••966 'I I • 9696•• L---.�-.�.�--. --- -i...JJ •• • i� •• 6 N • 6996 • p • 9696� 6 • O • • 00 6� do 90••06 {a 99 60 96.6 • • 0 CVS W i GLAZING OPTIONS SEE SHEET 1 TYPSEECAL ELEVATIONS ANCHORS Lj � 8 FOR SPACING (/) N to a 0 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS z = p MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER o O o n to '�} n W THEM TO THE BUILDING STRUCTURE. a Z 0 3z}' n W TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 A o Li 1/4' D ULTRACON •ELCO' (Fu=177 KSI, Fy=155 KSI) W 00 m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) L 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY- INTO CONCRETE OR BLOCKS, o c N r- F- 1-1 4' MIN. EMBED INTO-CONCRETE (HEAD/SILL/JAAMBS)j v a W 1-1/4' MIN. EMBED INTO:BLOCKS.(JAMBS) 7A 7 J14 SMS OR SELF DRILLING _SCRERS (GRADE 2 CRS) I INTO MIAMI-DADE COUNTY APPROVED MULLIONS i I I OR C 33 I 2g 2 INTO METAL STRUCTURES (HEAD/JAMBS) o N o 0 0 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE DOOR DETAILS j a o o f 8 l i 1 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) PRODUCT REVISED I as complying with the Florida 1 I z5 - , X STEEL: 1/8 THK. MIN. (Fy = 36 KSI MIN.) Building Code ��1 in (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) NOA-No. 17-1218.15 PD •q • o I'll a J TYPICAL EDGE DISTANCE Expiration Date 120/2019 N ! R :a INTO CONCRETE AND MASONRY = 2-1/2" MIN. By No 7 Z • a., INTO WOOD STRUCTURE = 1 MIN. MI ml- uct Control a e , TYPICAL ANCHORS INTO METAL STRUCTURE = 3/4" MIN. - i EDGE DIST. SEE ELEVATIONS �® OF .�` g WOOD AT HEAD OR JAMBS SG = 0.55 MIN. drewin no. 1/2' MIN. FOR SPACING ?�IIT' i p THROW BOLT CONCRETE AT HEAD, SILL OR JAMBS f•c - 3000 PSI MIN. r �� 0 ®��` W1 2-.08 PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS frn = 2000 PSI MIN. ��1lI11111�� sheet 4 of 9 I VV 1 � CONCEALED FLUSH BOLTS 1/4" MAX. SHIM - - - - - W - — - / O /LEVERS AT STILE FACE d SHIM 0 3 1BY N TYPICAL ANCHORS wooD BUCK Z m i SEE h J FOR PACEING AF 16 ACTIVE LEQ oy CLI 26 13 ft 2 ur O rr TYPICAL ANCHORS p r SEE EL 'I 8 FOR SPACING 0 2(0 0 I0 :• • N Z G • •••:�• 25 23 EXTERIOR '.' ' D.L.O. •• •�•2 N ;4N • •••••• METAL STRUCTURE 37' MAX. M • • • SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONS •• "�•w m k .•••• 1 OR #2 • 38 3/4" MAX. OPTION 2 SHOWN) �. • • SEE SHEET 7.1 •• • •••.• SINGLE DOOR FRAME WIDTH • FOR DESCRIPTION 1/4' MAX •• '� () ••,%o ••••�• SHIM : J n •• SHIM o . W .. . CONCEALED FLUSH BOLTS :0400: 3 LEVERS AT INSIDE FACE OF57LE CONCEALED FLUSH BOLTS 2$Y W000 B K �' •• TYPICAL ANCHORS`' LEVERS AT STELE FACE OR LU J. OR WOOD ST TU RE � � � � SEE ELEV. Lr)LJ FOR SPACING 16 INACTIVE )( ACTIVE LEAF EE NOTE HEEL 1 }„ z N cn c0 •- a. 26 13 26 t r) 06n O °' 24 0 CO u� Z � o }} \ W z L1.1 Z 4J W C4 M ° 23 1 25 TYPICAL ANCHORS SEE ELEV. D.L.O. 11 70 D.L.O. FOR SPACING LEAP WIDTH LOCK EXTERIOR LEAF WIDTH a O 76" MAX. N a U DOUBLE DOOR FRAME W10TH Q) 6 $ 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY N INACTIVE ISAF ACPIVE LEAD` a o N o o PRODUCT REVISED as complying with the Florida 26 ' Building Code 111111E 11� NOA-No. 17-1218.15 Expiration Date 03/20/2019 r11L '� By 7QB92 -ll _ T j> _ _I _J Mlami-D Product Control m a III , ' i I " v a � 1 EXTERIOR ofd drawing no. DOOR DETAILS A1.� �• LOCK OPTION i1 Ali 1111111// sheet 5 of g TYPICAL ANCHORS - -- - - - - - - - - - -- �� 8w - — - - SEE ELEVATIONS co FOR SPACING 1/4 MAX. 1/4 LW• M OI EDGE ST. _ SHIM SHIM a 5 Z m 3 !. -• i •• TYPICAL ANCHORS . WOOD BUCK O g -j • I s SEE ELEV. H C I .4, FOR SPACING 16 a a cit 4 f '' d t U) Q TYPICAL ANCHORS a w 0 v SEE ELEV. mi LL) .. FOR SPACING • Nj • •••• • 14 EXTERIOR • D.L.O. . . .i Z atpi • :•••.� • 1� W 0► • METAL STRUCTURE • • •• • 00000 • SEE SPEC SHEET 4 42" AT 86" HT. .• 00:0• 37' AT 98" HT. •• r •••�A •••••• MAX. SINGLE SIDELITE WIDTH •• V •• • g J • • V) •• • • C-57 • GLAZING OPTIONS REINFORCING W .. SEE SHEET 112 SMS O SS SAS EESHEET3 Of 1/4. MAX AT 5" FROM ENDS ca Ei-rp S2 AND 11' O.C. MAX. z N cD La SHIM w ImW w d W i6 Z .. t ?} Z c 5 W I 26 S 3 O 0 4 9 N •'• i 24 LO 'n (n w �o TYPICAL ANCHORS ' • L SEE ELEV.- FOR LEV.FOR SPACING .fl' ? o y i • ' i4 SS' 25 23 09 D.L-O. 19 9 D.LO- a I CL S 4 4A EXTERIOR LEAF WIDTH m z a a 39 3/4' (SINGLE) DOUBLE' C ) m m ri N SIDELTTE WIDTH 76 c a MAX. DOOR FRAME WIDTH 2 0 ro 0 0 o a 2 MAX_ UNIT FRAME WIDTH m < m v o �� N u=i PRODUCT REVISED as com Iying with the Florida n Building Code 7592 NOA-Na. 17-1218.15 -A- KSEE Expiration Date 03/20/2019:' By � : A OF ��(/� drawingEDGE DIST. TYPICAL ANCHORS Miam D�dProdu Control ss 4 � • o .• ®�OELEVATIONS INGSIDELITE DETAILS ° ri,�'�®® ��.�� W12— By �2—fl8 /ii►liilt�� sheet 8 Of 9 0 - ITEM`# PART J_ REQD. DESCRIPTION - -MATFRIAL MANF./SUPPLIM/REMARBS - W 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - o _ 2 E602 - FRAME COVER 6063-T6 cV 3 E603 - DOOR FRAME MB 6063-T6 Z 3 JA 4 E604 - SIDELTTE TOP do BOTTOM FRAME 6063-T6 - za 4A E626 - SIDELITE 9' BOTTOM FRAME 6063-T6 - I 5 E605 - SIOELITE FRAME JAM13 6063-T6 - da a 'S 8 6 E606 - SIOEUTE SUP ON JAMB 6063-T6 a ` V 7 E607 - LEAF TOP do BOTTOM RAIL 6063-T6 - Qr p 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - C H MN 6 E608 - LEAF W'STRIP ADAPTER 6063-T6 - II urrI 9 E609 - LEAF' HINGE STILE 6063-TS - &a C $ 10 E610 - LEAF LOCK STILE 6063-T6 - C e� 11 E611 - LEAF ASTRAGAL STILE 6063-T6 0� 1 2 0 1 2 O 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - • �'{�.Nmeq • •••• • 13 E613 - LEAF CLAMP 6063-T6_ 4-1/4- LONG 'S C-Z7 • 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG z 1 14 E514 - 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 - v CP 16 £616 - SNAP COVER 6063-T6 - • .� _3 �•. 6 •...�. 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN • • • 18 - AS READ. SIDEUTE MULLION REINFORCING 6063-T6 - • w N ^ •••••• 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN do ASSOC. • lW " i••••i 20 F81202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. f N LU •• 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. }- Orta .22 112 SMS AS REQD. IFRAME ASSEMBLY SCREWS - - r Ql 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS S 3� 24 - - 3/8" DIA. THREADED ROD STEEL - g 013M a t 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB Z 00 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM o o 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB O 04 28 - -- GLASS SPACER SILICONE FRANK LOWE RUBBER CO. (� u7 w 29 E622 - FLUSH BOLT CUP NYLON QU CO M 30 DLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO1 WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 j10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4' LONG EPDM AT V FROM EACH END, DUROMETER 80+5 L 35 - 2/ LimSETTING BLOCK, 1/4' X 3/4' X 47 LONG I EPDM IAT 6' FROM EACH END, DUROMETER 80±5 � 8 0 N N SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. 0 m N cY O fJ1 OD fG Ol r o< m U O PRODUCT REVISED as complying.with the Florida T m Building Code o NOA-Mo. 17-1218.15 7059Q b Expiration Date 03/20/2019 1c $ By ®' of •'• � drawing no. Mia -0a roduct Control 2017 W1 2-08 f(sheet 7 og ' f111Li i i 3 LOCKS: - - - — — — — T — - > V W OPTION j1• op-nON 2; I CTIME LEAF: ACTIVE LEAF: N 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WrIH HANDLE Z 3 (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4- FROM BOTTOM °�� z 1/2- DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON H a AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM IL .1 k THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODSQ g �- CONCEALfiD FLUSH BOLTS BY 'SULLIVAN & ASSOC.' LOCK HANDLE LOCATED AT 42-1/2- FROM BOTTOM 1/2 X 2 THROW BOLTS ENGAGING FRAME AT HEAD AND SILL INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' LOCATED AT 10-5/8" FROM TOP AND 60TTOM 1/2- DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS A La d HEAD AND FRAME SILL INACTIVE LEAF: O X a A g THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS CONCEALED FLUSH BOLTS BY 'SULLIVAN do ASSOC.' LOCK LOCATED AT 42-1/2 FROM BOTTOM 0 -0 ry a 1/2" X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE ]a • OF LEAF STILE LOCATED AT 10-5/8- FROM TOP AND BOTTOM : IL w N o :• LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS " T zz& a • �. I F I I ! •• • • I 11 • I II •o •. I I • AK W �. ...... I II p 0 O u�v 03 —j in Z 3� ro r� 0 0� ACTIVE I o LMLI INACTIVE I I ACTIVE ACTWE INACTIVE ACTIVE LL N pm aC aP `a" o cCL L iCK Z) 41b C td g CI 0 0 N O O O PRODUCT REVISED > o as complying with the Florida i c °' y Building Code HINGES NOA-No. 17-1248.15 3-1 Y X 7-5 8" X .122" THK. EXTRUDED ALUM HINGE Expiration Date 03/20/2019 i / �. PART #FD-107 BY SULLIVAN & ASSOC. :•� •••••• By 3 HINGES PER LEAFMiarh a Product Control 0. a BOTTOM HINGE AT 10-1/4- FROM BOTTOM TOP HINGE AT 11-3/4 FROM TOP .: = Lai a t o' CENTER HINGE AT MIDSPAN (38" O.C. MAX) " HINGES FASTENED WITH #10 X 1- FH SMS ay }� A OF 6�� drawing no. (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB •• W12-08 V, sheet 7.lof 9 4.000 -1.750-� - - - - - - - - -- - - - - - �U w F.078 ¢ -� �"�.3s4 � '13o PRODUCT REVISED (� o as complying with the Florida I 04 803 p4,5 803T1.j0t47 .803 �:L .045 Building- Code .- 625 G�� NOA-No. 17.1218.15 Z 'x a. 1.625 078 Expiration Date 03/20/2019 ��" 4.031 1.047 1.172 I 4.750 By ` Q d �2.062�I mla Product Control 0 G§1 t4 GLAZING BEAD 14A GLAZING BEAD 15 GLAZING BEAD IL 5/16' GLASS 7/18" CLASS ]IdS11�. GLASS � 0 C LL 1 DOOR FRAME HEAD/SILL O t R,ti 1.5071 � D�ri 4.000 -1.507-4 I 0'°a O A. c 0 $ 7 LEAF TOP/BOTTOM RAIL fl � N • 1.825 . �.�. ..•.•• 4.719 •'• 2 C. Q. • �• .078 .078 .•• y,y V' �D g•• i ••••i• 3.719 ••• .46 2 • 4.781 •••••• •• • • .078 1.750 1.507 �•• .-, •••• ••••• w • • 8.250. 1.500 ••� a'''-� J ••••I� •••••• 7.53 ' .. $ .1 312 • 4.000 f� . J 2 • Q v ...... s LEAF HINGE ST1LEos2 � ' •••• .. W .. le 1.507_� 5.344 •�• a LEAF W'STRIP ADAPTER � �j �� 1.750 K] .c rn 4 .094 30 0 n SIDELITE TOP & BOTTOM FRAME 00 2.081 1.750 1507 +271.584 .4a2 2 �� 329 z078 .078 0 L 7A 9 BOTTOM RAIL 12 � U �� Cc 1 812J 10 LEAF LOCK STILE 1.547 LEAF ALIGNMENT 8RACKET 750 W 2 FRAME COVER 5.344 � 1--•281 F.078 375 a W W m � 687 GTS i!l rt�S h 1 125 I 1.507 1.750 2.0181 1.574 125 3.781 o W W o 050 ,.bs7 3.719 i 0783 Q ri � .154-__ I mo0oa Fes--4.000� z z z � t1 t3 LEAF CLAMP 1s SNAP COVER LEAF ASTRAGAL STILE 9.000 HINGE BACK-UP PLATE N V h T 8.28118 O oc`Ovaoo r1.500 1.500 �j 1.250 .> 0 0 0 s25 _a 719 -- 71g SIDELITE MULLION REINFORCING E' _` m .078- 4.188 7 H.ki 4.000 4.000 I _078 2.097 r t v 1.507 .078 a� �} A OF •�� drawing no. 0 000 14 •• .. w12-08 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB �SIDEUTE 9" BOTTOM FRAME SIDELITE SLIP ON JAMB ' t �" �� sheet 8 of 9� trrt 111 - - - - — -- - - -- 22 - 22co _ 22 o Z QQQ�iif 3 O q J Q 'e '® Gi VIA 0 a0 am O P. ' ••: •� t� •• A 0000• QD • • co • • • 0 •00000 DOOR FRAME- CORNER •.. W p ••••0 SIDELITE FRAME`CORNER SIDELTE MULUQU SLIP QN JAMS QQRNER p 0 110 g 3 z� o �o N J v O � U tl l COM C 12 S 8 " 0bj 0 CI W N Ipl .r I1� c> a a d ju I ,� ij I N .tii a ,fi a ip I IE I z z z a I1 1 ' Ito aE7 to o o m m m w O O O y C< m U O ``t�tiillrrrr�� PRODUCT REVISED as com Iying with the Florida ~ Building Code •7 a a NOA-No. 17-1218.1S Expiration Da 3/20/2019 • ®�'• OF �� drawing no. BY �. LEAF CORNER Mi roduct Control �i�� ••• . �� `�� W1 2--08 ��I f � �� sheet 9 of 9