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RC-18-3157 (4)Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Parcel Number 466 NE 102ND ST, Miami Shores, FL 33138 1132060170560 Contacts Permit -NO.: RC-10-18-31-57 Permit Type: Building (gesidentlai workCiassftatiorr Atteration Permit Status: Approved Expiration: 04/15/2019 RAM PROPERTY SOLUTIONS, LLC Owner JUDY CORRALES 466 NE 102 ST, MIAMI SHORES, FL 33138 Other:3057253555 JUDY.CORRALES@GMAIL.COM FLORIDA GC CORP Contractor FRANCISCO RODRIGUEZ Business:7865532429 FRANSICO@FLORIDAGCCORP.COM Description: INTERIOR REMODELING. CONVET 2 BEDROOMS Valuation: $ 16,000.00 Inspection Requests: AND 1 BATH TO MASTER BEDROOM. KITHEN AND TWO r 05-T62-4949 BATHROOM REMODELING Total Sq Feet: 520.00 Fees Amount Application Fee - Other $200.00 CCF $9.60 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $7.20 DCA Fee $4.80 Education Surcharge $3.20 Notary Fee $5.00 Permit Fee $280.00 Scanning Fee $42.00 Structural Review ($90) $90.00 Technology Fee $12.00 Total $703.80 Payments Date Paid Amt Paid Total Fees $703.80 Check # 1017 10/15/2018 $200.00 Credit Card 02/12/2019 $503.80 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 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 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. Owner / Applicant / Contractor / Agent Date February 12, 2019 Page 2 of 2 PROJECT NAME: DESIGN LOADS: Corrales Residence Renovation 466 NE 102nd Street Miami Shores, FL 33138 Floor Deck Live Load Floor Deck Dead Load Floor Deck Super Imposed Dead Load Corrales Residence 10ouA , i +fh pylt"', flat roofs 20 psf for slopes > 1.5:12] 10 psf psf CODE REFERENCE: Al work, designs and calculations shall be designed in accordance with the Florida Building code, 2017 edition. WIND LOADS: In accordance with ASCE 7-10 - Analytical Procedure County Risk Category Wind Speed - V = Exposure case Roof Slope (3.5:12) Max Roof Height - z Mean Roof Height - h Least Horiz. Dim. // to Wind - L h/L Kh = Kz = Kd = 175 mph C 16.30 degrees 15.00 feet 15.00 feet 50.00 feet 0.30 0.85 0.85 0.85 .•.... .••• .•.... • �Meo Veference • • • • • • FBC 1620.2 (ASCE 1.5-1) • FBO16X.2 • • • MC 16 .3 •• ••••�• 6.5.5 (Table 6-1) 30.3.1/table 30.3-1 30.3.1/table 30.3-1 26.6/table 26.6-1 Determine Topographical Factor - Kzt Kl 0.00 fig. 26.8-1 K2 0.00 fig. 26.8-1 K3 0.00 fig. 26.8-1 Kzt = (1+K1*K2*K3)A2 = 1.00 equation 26.8-1 BASIC PRESSURE: Components and Cladding - Exposure C [Note: 0.60 convertion from strength design to ASD] qh = 0.00256 * Kh * Kzt * Kd * VA2*0.6 qh = 33.99 psf j equation 30.3-1 MWFRS - Exposure C [Note: 0.60 convertion from strength design to ASD] qh = 0.00256 * Kh * Kzt * Kd * VA2*0.6 qh = 33.99 psf equation 27.3-1 qh = 0.00256 * Kz * Kzt * Kd * VA2*0 16 qz = 33.99 psf equation 27.3-1 `%�0111 [ I1/o// � \\ 10 8,4 l� No.68383-0, STATE OF ZZ i A ,•�kI �ONAI E% XN b IZ jolt I rzUC?-UiiT ( V" "J APPF= OVER DAT#j161 September 2011 Page .... Project: Corrales Residence 0 Reference - 2015 Edition ANSI/AF&PA NDS-2015 For Wood Construciton Partially exposed DATA W o Total Span (feet) 8.25 Interior Span (feet) 8.25 Area trib (LA2)/3 22.69 Spacing (it) (tribvtorywidth) 1.00 Species SYP Grade No. 2 Nominal Member Sae (inches) 2 x 10 Actual Member Sae (inches) 1.50 x 9.25 • • # Of Members (plies) 1 • . • • . • Fb (psi) NOS table 415 800 • • • • • . • • • E (psi) NOS table 415 1400000 • • • • • • • • DESIGN WIND PRESSURE • 000000 • Basic Pressure (qh) lost (see sheet 1) 33.99 • • • • • • • • Gcp zone 2 -1.56 • • 0000 • .. • . • 09 Gcpi exposed 0.55 • • Design Pressure (psi) where qh=(Gcp.Gcpi) -71.71 • .:. • : • • : • : • • • • • Actual DL resisting uplift (psi) 10.00 • • • • • • • • • • • • • NET UPLIFT sf I.OW+0.6DL .65.71 • TOTAL Gross Wind load (p1Q -65.71 • • • • ..... • GRAVITY LOADS • • • • • • • • • DEAD LOADS • • • Self load (pit) 2.50 • • Floor DL (psi) 10.00 Floor SDL (psi) 10.00 UVELOADS Floor LL (psi) 100.00 Subtotal Dead Load (pit) (load x spacing) 22.50 Subtotal Live Load (plf) (load x spacing) 100.00 TOTAL Gravity load (piQ 122.50 BENDING - reference wind loads Cd (load duration factor) (Ref FBC 2319.17.2.1.3) 1.33 Cr (repetative use factor) (Ref NOS 4.3.9) 1.15 M = w' Iz / 8 (ft-Ibs) 559.06 Sxrequired =(M*12)/(Fb)(Cd)(CJ(in) 5.48 Check BENDING - reference aravity loads Cd (load duration factor) (Ref NDS 4.3.2) 0.90 C, (repetative use factor) (Ref NOS 4.3.9) 1.15 M = w' 12 / 8 (ft-lbs) 1042.21 Sxrequired= (M*12)/(F'b)(Cd)(CJ (in3) 15.10 Check O DEFLECTION • uslna LL only Code Criteria - delta 360 Ix required (in4) =L/delta = (5'w'14)/(384EI) 27.07 Check REACTIONS R gravity (Ibs) 505.31 R netuplift (Ibs) tl.0W+0.6DLl -271.06 SHEAR - based on orovlty loads Fv shear parallel to grain (Ref NDS TBL 4B) 175 Cd (load duration factor)(Ref NOS 4.3.2) 0.90 F, = FV x Cd (psi) 157.50 f; = 3V/(2bd) (psi)(ref NOS 3.4.2) 54.63 Check [H of Members] 1 MEMBER USED: rC27uy?x>Ns10 t S. provided (blz/6) (ins) 21.39 Ix provided (in4) (from NDS) 98.93 September 20181 Page .... Project: Corrales Residence Reference - 2005 Edition ANSI/AF&PA NDS-2005 For Wood Construciton DATAlowwB-Imp Span (feet) 4.60 Spacing (ft) (tributary width) 6.25 Species SYP Grade No. 2 Nominal Member Size (inches) 4 x 10 Actual Member Size (Inches) 3.50 x 9.25 Fb(psi) NDS table 48 800 E (psi) NDS table 4B 1400000 DESIGN WIND PRESSURE Area trib (LA2)/3 7.05 Basic Pressure (qh) psf (see sheet 1) 33.99 Gcp zone 1 -1.00 Design Pressure (psf) where qh=(Gcp-Gcpi) -40.10 Gcp zone 2/3 -1.80 Design Pressure (psf) where qh=(Gcp-Gcpi) -67.29 zone width (a) (it) 5.00 TOTAL Gross Wind load (plf) •420.58 GRAVITY LOADS DEAD LOADS Self load (pit) 5.00 Miscl. DL (plf) description 0.00 Floor DL (psf) 10.00 Floor SDL (psf) 10.00 WE LOADS Floor ILL (psf) 100.00 Subtotal Dead Load (pit) (load x spacing) 130.00 Subtotal Live Load (pit) (load x spacing) 625.00 TOTAL Gravity load (plf) 755.00 BENDING - reference wind loads Cd (load duration factor) (Ref FBC 2319.17.2.1.31 1.33 Cr (repetative use factor) (Ref NDS 4.3.9) 1.15 M = w' 12 / 8 (ft-Ibs) 768.59 Sx required =(M`12)/(Fb)(Cd)(Cr)(in) 7.54 Check BENDING - reference araviH loads Cd (load duration factor) (Ref NDS 4.3.2) 0.90 Cr (repetative use factor) (Ref NDS 4.3.9) 1.15 M = w • 12 / 8 (ft-Ibs) 1996.98 S, required =(M'i2)/(F'b)(Cd)(Cr)(in) 28.94 Check DEFLECTION • usina LL only Code Criteria - delta 360 I, required (in4) =L/delta = (5`w'l4)/(384E1) 29.33 Check REACTIONS R gravity (Ibs) 1736.50 R netuplift (Ibs) Inet 10pst only) -823.59 SHEAR - based on aravity loads Fv shear parallel to grain (Ref NDS TBL 48) 175 Cd (load duration factor) (Ref NDS 4.32) 0.90 F, = Fv x Cd (psi) 157.50 f,'=3V/(2bd) (psi) (ref NDS 3.4.2) 80.46 Check MEMBER USED: ►o %*xl". 00, S. provided (bt2/6) (ins) 49.91 Ix provided (in4) (from NDS) 230.84 •• • •••• • • • • • • •09000* • • • • • • • • • • • •••• • ••••• •••••• • ••• ••••• •• •• •• • •••••• • • • • • • • September 201B Page .19 Project: Corrales Residence r Reference - 2005 Edition ANSI/AF&PA NDS-2015 For Wood Construciton BOLT CAPACITY: WOOD CAPACITY: DATA ik(2)2x10 Ledgerr, Member Properties Condition Single Shear Southern Pine 2 2x10 Embedment Depth in Concrete tm (in) 6.00 t W # of ply Side Member is (in) 3.00 size (in.) 1.50 9.25 2 Bolt Diameter (in) i is 3.00 Z.L (Ibs) CD (not to exceed 1.6) (Ref NDS TBL 2.3.2) CM (Ref NDS TBL 10.3.3) Ct (Ref NDS TBL 10.3.4) Cp (Ref NDS 10.3.6) Co (Ref NDS 11.5.1) Ceg (Ref NDS 11.5.2) Cdi (Ref NDS 11.5.3) Ctn (Ref NDS 11.5.4) Z' = Z«CD`CM CI*C ,*CA.ceg Cdi*Ctn Shear force from floor joists (Ib) Spacing of floorjoists (ft) Load onto ledger (pit) Spacing of proposed bolts (in) Capacity of bolts (plf) CHECK MEMBER USED: Bolt Diameter (in) Spacing of Bolts (in) tm (6" embed. Rq'd) 6.00 915 CD (not to exceed 1.6) 0.90 (Ref NDS Tl31- 2.3.�) 1.00 Shear In Wood • • • • 1.00 (For bolts outside of 5d from end) f = 3V/2bd • • • 1.00 fv _ (Shear force // to grain) psi 175.00 • • i • • • • • 1.00 V = (shear force) Ibs 505.31 • • • • • i • • i 1.00 b = (member width) in. 3.00 • • • • : • • • • • • • • • • 1.00 de = (dist. from edge to bolt) in. 5.00 • • • • • • • • • so:*** 1.00 fv(psi)= 50.53 •• •• p(( •• • •.•.•• ...... • 623T'" 505 • • • • • 1.00 • • • •••••• Go 0 505 • • • 1235.25 3/4 8 September 2011 Page .... Project: Corrales Residence 11 9C psf assumed / see soils report - a ex ose oo con i ion: , Determine minimum bearing area based on gravity loads: Trib Area 'A' 28.51 sq-feet Floor DL 10*A 285.11 Ibs Floor LL 100*A 2851.05 Ibs Concrete Pier 150*B2*H 2O0.00 Ibs Total Load 3336.16 Ibs Minimum footing size required based on gravity loads: w = (load/Q) A0.5 = 1.29 ft x ft Wind pressure based on MWFRS Basic wind pressure (q) = 33.99 G (gust effect factor) 0.85 h/L = 0.30 Cp (windward) — Additional Cp overhang = -0.80 GCp; = 0.00 Design uplift (p) = 37.55 Gross uplift load= 1070.71 ...... .... ...... • .... • •.... psf (see page 1) •• •. •. . ...... per sec. 26.9 000000 • 0 : per Fig. 27.4-1(see pages 1) . • • •.•:. per Fig. 27.4-1 . . : . • per sec.27.4.4 .•.. : .• . exposed conditions 0.. 0. psf Eq.27.4-1 Ibs Resisting Dead Load (Actual Dead Loadl: Try footing size - ®feet squared footing t = 12 Deck Dead Load - 570.21 Ibs Concrete Pier 200.00 Ibs Soil DL - I Z' thick (110 pcf) 440 Ibs soil t = 12 Footing 600 Ibs Total resisting dead load - 1810.21 Asce load check (Sect.2.4)=1.OW+0.6D= Net Uplift-- W=1.0*Gross uplift = Net Resisiting Dead Load= DL=0.6*DL Check: Net resisting DL>Net uplift Use - F2. ate 1070.71103 Ibs 1086.126 Ibs September 2018 Page 5. MIAMI•DADE MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 . SCOPE: •�•��� This NOA is being issued under the applicable rules and regulations governing"the'use of Matruction ... ... ..... materials. The documentation submitted has been reviewed and accepted by %liarRi bade �o. my RE� Product Control Section to be used in Miami -Dade County and other areas where.allgwed by the, Authority' Having Jurisdiction (AHJ). ' .... : ""' ..... This NOA shall not be valid after the expiration date stated below. The Miami-Dgde Coun;7;Prodaoh • - Control Section (Tn Miami -Dade County) and/ or the AHJ (in areas other than MNInl' made Cd&tA resetW •; • the right to have this product or material tested for quality assurance purposes.:TW4 product or material• fails to perform in the accepted manner, the manufacturer will incur the expense of such testi*aaa-the Ait • may immediately revoke, modify, or suspend the use of such product or materiaLvAtIlin theirauusdicti*1.* RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County P'roduef Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance i 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 No. 15-0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0918.09 MIAMMADE Gouty ty I1 Expiration Date: September 22, 2020 /01 Zr(rl Approval Date: November 02, 2017 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and IS-0512.05) :...:. 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horf■v..S ping Nm- (L.1V1 V:: S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated=9/1Uwi&Vrevisioa.:. "G" dated 05/02/16, prepared by Al-Farooq Corporation,IsignA-arid sealed by Jat;4d..: Ahmad, P.E. .... . ..... B. TESTS ` .... .. . ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-93r 2) Uniform -Static Air Pressure Test, Loadin&,per JBC, JAS-'202-94` 3) Water Resistance Test, per FBC, TAS 207,W .. . •' % 4) Large Missile Impact Test, per FBC, TAS 201-94 `••`• 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No.15-0�12.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont "Butacite" PVB, interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Cerfified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No.15-051Z 05) is orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CowmED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS;03-94••• 06 along with marked -up drawings and installation diagram of'a Artes aluminum fixed.* window, to qualify DuPont "Butacite" PVB interlayer, Durasealp and S•upec•Apacer®• : - insulating glass spacer, prepared by Certified Test LabordVIM, Test Retort No... CTLA-3056 WC, dated 04/16/15, signed and sealed by RamesX� Patej-? • •• (Submitted under previous NOA No. 15-0512.05) ..... • ... •. %. • • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94'•'•• 00 . ..� ' •"';• 2) Uniform Static Air Pressure Test, Loadinjp*R�BC, TAS 202-94..::. 3) Water Resistance Test, per FBC, TAS 202,94 . :"•" 4) Small Missile Impact Test, per FBC, TAS'24i-;4 • • • • • 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94" 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. RTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No.10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), prepared by Al-Farooq < Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahniad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE ` 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ge M. Plasencia, P. E. Produ Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayeirg ylith PET Core" dated 06/19/14, expiring on 12/11/18. 0*0 ...... 00 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Coal (M�� �,; • for their "Saflex Clear and Color Glass Interlayers" dated 06 t;iM, expir g on 05/21/16. • • :000:0 . .... ..... ...... .... ..... F. STATEMENTS 0.. 0 . ...... 1. Statement letter of conformance, of complying with FBC 5t"7,dltibn (2014) and of no-: financial interest, dated 08/17/15, issued by Al-Farooq Co'rpiratiQn, sigaviland sealed by Javad Ahmad, P. E. ' ' • • • • • • 2. Laboratory compliance letters for Test Report No. CTLA-3062W, daw-07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA 3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HT1-0080- 0102•-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No.10-0510.12) ' G. OTHERS 1. Notice of Acceptance No. 15- 0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.1.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ti orge M. Plasencia, P. E. PrO uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E--3 i� CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 0000 •.• • • 1. None. ...... ...0:. • D. QUALITY ASSURANCE ...... .. . ..... 1. Miami -Dade Department of Regulatory and Economic ResoWr.jj jER).. 0 • • 0 00 0 •. . . . .... .. . ...... E. MATERIAL CERTIFICATIONS • • • • • • •' 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America; Inc.:ar *wir ' •' • • • "Trosifol® Ultraclear, Clear and Color PVB Glass InterldNets"; datea•Ql/j9/l7,; • • • • expiring on 07/08/19. ' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc, for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex B P Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC - 5cb Edition (2014) and FBC 61h Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by J'avad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Pr4duct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-4 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS • ...... .... ...... 1. None. • D. QUALITY ASSURANCE • • • • ..... 1. Miami -Dade Department of Regulatory and Economic Res6urCdl4 tUR). • • • • • • • • . . E. MATERIAL CERTIFICATIONS ' • 1. Notice of Acceptance No.16-1117.01 issued to Kuraray Amer ica4-Inc. fdf t122it • "Trosifol® UItraclear, Clear and Color PVB Glass Interlayers" dated Qiflr9/17, expiring on 07/08/19. •' • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 51 Edition (2014) and FBC 6th Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. I orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-4 • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ELEVATION "' .. . . . . .. . . . . MAX. • • • • • • T». • HEAD/SLL I �♦ "� io a- 07irll- 00 • • • w • • • i• •• • • } • •• • E 1I 8 11 • • 8 a J a I II 11 11 V _ 11 �i 1 I I I B 1 11 I II i s 5 FALSE mLwnNS(SURFACE APPLIED) J I 32 7/8' I 32 7/8• �AT ENTER OF ALL PANELS O.L. On. DL OPG. F00D OR OPEIABLE ABOVE 30' PANEL WIDTHS 36 3/6" AT HEND/SILL FLANGE & FLANGE ADAPTOR FRAME 110- BUCK WIDTH 5 1/2• 13 5/16- MAX MAx 5' MAX. rc HEAD/SILL _ •O•p A2 - MTG- STILES HEAD/SILL N S Z u v III �� o � ©iii v I I II I it 0 till II --Y o— FALSE MUNTINS, ` (SURFACE APPUEC) 32 7/8• 32 7/e- OPTIONPL D.L. On. DLL On. 36 3/9- VENT WIDTH FIN FRAME A12 EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUREMD,rS OF THE 2014 (5TH EDMON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESISNEO AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN CN DETAILS AND tmsrmjED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL 13E 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 NDN-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED 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 PRCDUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS FROOIICT 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 PRODUCT REVISED as oomplying with the F1orMa Building Codo NOA-Ho. 17-0918.09 Expiration Da • 09/22/2020 Mlaml-D •Product Contra LAMINATED GLASS INSULATING_LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT =P v `VV`VWP� WW�III!!!!.i �J._... ' E drawing no. W10-18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL E1 EVATION -9FLANOff 40TH • • •• • • •• • •• • • km. • • • • • • • 54 MAX. HEAD/SILL • • • • • • • • • •f1p, • • • 9 • - WC. STILE S S ` --- E 1 I • • • • • j j • • 11 F • • • • U• F II 6 0 II -, •,I x: Z ro 0 II I rl3i -- II n II iv 1 �I 11 II II 11 g D II II 1 5 5 II II FALSE MUNTNS (SURFACE APPUM) 24 1/2' TD.L. - -AQOL• AIR REO7. 49 S/g' AT CENTER OF ALL PANELS OPTIONAL D.L OPG. Ft%ED OR OPERABLE ABOVE 30' PMIEL WIDTHS OPC. 2B' AT HEAD/SILL S FALSE MUNRNS (SURFACE APPLIED) OPTIONAL FLANGE & FLANGE ADAPTOR FRAME 110' 13 MAN. S' HEAD/SILL TYRP. TG. STILE 0 10' FLANGE WIDTH 5 1/2' x MAX S' MAX. 3 HEAD/SILL Typ Al') MTO. STILE --- I - - �� t0 Et II F - II II li II F 6 ii li 6 It 6 u • 11 11 If I II n n II e 11 I I 5 FALSE (SURFACE APPLIED) 24 1/2' 49 5/8' -TINS AT CENTER OF DL ANCHOR I L�PMIELS OPTIONAL D.L. OPG. F00'D OR OPERABLE ABOVE 30' PANEL WIDTHS D.L. OPG. -.Z�•--. AT HEAD/SILL EQUAL LEG FRAME My,U 0 0 3 0 pi aLd A y On � 8 0 06�4 e Cwap Qr0 �R Ofog2 °4tE U.Zh� O ytl$gE Q w m i O V o � C I a d 0 Lu m 2 s C Oar 8i � NNE b 0 J r M C-) li II _I c II II 11 `c��' W F II F II 11 F a II 6 II II 6 _ _ II II ,•; ssII 11 O II 11 II to 6 u if `. PRODUCT REVISED ' as complying with the Mrid• - 705M BulMing Code 24 1/2' ` 49 5/8' 17-0918.09 = 8 $ b $ D.L OPG. D.L. OPG. ExpinUon Date 9/22/'2020 OF •1jj- drawing no. 28' By ,'il`SS �yG W 10-18 odnt Control WIDTH �A/��ALFIN FRAM\f\c\ \�� sheetl,1af11 • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ' DESIGN LOAD CAPACITY - PSF (XO 0$ �Xsuesl• • • • FLANGE DILLS. • BUCK DIMS.• • STDowe RA. no. MT(. TAD. arise y'm Wl'!'Al* 'B'!l1' • •'i • B ' • WITH HEIGHT MOTH HEIGHT DT.(+) TNT.(-) EXT-(+) INT.(-) 26-1/2' 37" 53-1/B' 74' 26" 25-1/2' 'T6- 52-1/8" 73' 23' 65.0 65D 80.0 90.0 op 80-0 90A 65.0 • 850 ZQ 1 95.0 • #A • w.0 0900 26-1/2" 37" 53-1/8' 74' 38-3/8' 25-1/2" M.37-3/8' 52-1/8" 1 73' 65C • :5'0 65E /0.0 •901 65.0 65.0 80.0 90.0 05.0 65.0 $0.0 90.0 26-1/2" 37• 53-1/8' 74• 56-5/8' 25-1/2" 36, 52-1/8 73" 49-5/8" mo 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 $0.0 90.0 65.0 650 80.0 90.0 L26�/2' 63,36'65.0 25-1/2' 52-1/8 7.3 65.0 65.0 $0.0 90.0 65.0 90.0 90.0 65.0 65.0 Sao 90.0 602 602 80.0 1 90.0 (1/2W) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' • DESIGN LOAD CAPACITY - PSF • (XO OR OX SIZES) • • • DDiS DUCK DDAS. S'm. Kno PAIL B:.D. AM. BAa. R.D. MTG. RAM GLASS TYPL4 'A'✓t'AI", WA Bl' a= TYPES 'v A 'Bl' GLASS TYPES V Q 'Cl' WIDTH Haoff MOTH HEIGHT E7(f.(+) MT{-) EXf.(+) Eli.(-) EM.(+) Elf.(-) 55-3/4" 8-15/16 abo1/2" 26' 5+-3/4' 7-15/1 82-1/2" 25" 65.0 95.0 80.0 B0.0 65.0 65.0 65.0 65.0 80.0 20.0 6ao 65.0 65.0 65.0 80.0 90.0 65.0 65.0 45--3/4' 8-"/16 •1/2' 38-3/8' 54-3/4' -15/16 62-1/2" 37-3/8" 65.0 65.0 60.0 90.0 65.0 6S0 65.0 65.0 80.0 90.0 85.0 66.0 65.0 65.0 BOD 90.0 65.0 65.0 55-3/4' 8-15/16 83-1/2" 50-5/8' 54-3/4' 7-15/16 82-1/2 49-5/8• 63.0 6S0 60.0 90.0 1 65.0 85.0 - - - 65.0 _ _ _ 65.0 55-3/4' S4-3/4" 7-15/1662' 82-1 /2' 65.0 MC BOLO J+_654 65.0 - - - 65.083-1/Y - - 65.0 (I/3w) (2/3*) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' V TYP. BUCK DINS 14" TYP. BUCK DINS FLANGE FRAME Fn1IA1 L FRAMF FI.wcE aNs E5 E4 STD. MTG, RAIL' JE4H.D. MTG, RAIL: PRODUCT REVISED B eemplylr g with tM Florida Bu0d1.9 Code wow-wo. 17.091a.09 �V Z z ti lzplration Data 09122/2020 ti • ON iL d' g p `, m mis uct metro 0 N O p'n p 0 jf ti CIO g OIL O 0otr, QHER BUCK DINS FLANGE ADAPTOR FRAME FIANOE DIMS r FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAGS-DEC-219 .` Jam• Atga''� - �p'•'�ceNsf IE OF dro Ingo no. W 10-18 • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . DEMON LOAD CAPACITY - PSF % SI • ••• FLANGE DIPS. • • BUCK DRL 69TD•Mre B.D. TYPES WA1'. 'B'!V' 011`s 64 el Y6HEIGHT DTH HEIGHTE10 WIDTH HE EKT.(+) NT.(-) -(+) I NT.(-) 74' 106-1/4" 111" 26' 73' 105-1/4" 110' 25' •i 0 53.0 63.0 80.0 90.0 55.0 65.0 80.0 90.0 63 80 • 901 74" 106-1/4" 111' 38-5/8' 73' 1D3-1/4' 110' • 37-3/6' •• 65A9 BSA • Boo • 90 65 60 • 90.e Sm 65.00 BOQ 090 74' 106-1/4" 111' 50-5/8' 1. 105-1/4" 110" 49-5/8' 65.0 65.0 50.0 90.0 85.0 65.0 80.0 90.0 65.0 65.0 80.0 1 90.0 74' 106-1/4' 111" 63" 73" 105-1/4' 110' 62" 65.0 65.0 BOX 90.0 61.6 61.6 30.0 90.0 60.0 60.0 80.0 90.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' DESIGN LOAD CAPACffY - PSF (XOY SIZES) • • FIANCE DIMS. BUCK DELIS. SM. MTG. RAM. 1 B.D. YTC. RAD, BA. NYC. RAY6 C= TYPES 'A k%', '9'1131' CLSS TYPES T ! '91' C= TYPES 'c ! 'Cl' YAM HEIGHT WIDTH HEIGHT D(I.(+) INT.(-) EM.(+) INT.(-) EM.(+) I [HI.(-) 74' 106-1/4' 111' 28' 73' 105-1/4' 110' 25' 6510 65.0 80.0 9o.0 65.0 1 65.0 654 65.0 80.0 00.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 654 74• 106--1/4' III' 38-3/8' 73' 105-1/4" 110" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 66A 65.0 80.0 90.0 95.0 66.0 65.0 65.0 80.0 20.0 660 65.0 74' 1D6-1/4" 111' 50-5/8" 73" 105-1/4' 110" 49-5/8' 65.0 65_o 60.0 90.0 45.0 65.0 - - - - 65.0 65.0 - - - - 65.0 55.D 74' 106-1/4' 63" 73' 105-1/4" 62" 65A 63.0 60.0 90.0 MO 65.0 - - - - 65.0 66.0 65.0 654 (1/4W) (1/2W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xox' A' TYP. BUCK DIMS 74 TYP. BUCK DIMS .FFLANGE FRAME O 1 LEG -FRAM FLANGE DIMS E5 E4 STD_ MTG. RAIL: kk El jj_D. MTG. RAIL PRODUCT REVISED as - ng with the florid• Bu1M1n8 ode NOA-No. 17 0918.09 F.•pintion Date09/2212020 By 9Ninl1-Di Maim= OOVO BUCK DIMS FLANGE ADAPTOR FRAME FLANCE DNS _ FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Al 7 5502 0� Z qa Q p °n`e N O pt Q'UCM o Qe<.°1 ah Q3$�� drawing no. W10-18 . . ... . . . ... .. .. • • . .. .. . • • . . . . . • • . . . ... . . . . ... DESIGN IAAQ CAP, - FSF• • (XO.OR OX 6S) • • BUCK DILS. STD. RM. QL A. LTS AAA! Q= TYPE 'At! W&W MASS 4z-s • 'B' D *1• WIDTH HEa-fr EXT.(+) iKr.(-) EXT.(+) INT.(-) 25-1/2' 38' 52-1/8 73• 23• 65.0 65.0 80.0 80.0 65.0 0 W.0 80.0 65A I 65A AA • d0.4 65.0 O 0 .1 25-1/2" 3g' 52-1/8' 73' 37-3/8' 65.0 BRO 6 I1.0• so0.4 65A 0 1 01 Soo BSA 65.0 80.0 1 80.0 65.0 65.0 00.0 80.0 25-1/2" 36' 52_1/8 73• 49-5/8' 65.0 65.0 60.0 80.0 65'0 65.0 80.0 80.0 65A 65.0 50.0 80.0 6510 85.0 80.0 80.0 25-1/2' 36' 52-11/8' 73' 62• 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 BSA 80.0 80.0 Sol 60. 80.0 80.0 (1/2W) (1/2w) A j G OPERATING VENTS lD BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' FS E4 2. MI RAIL BUCK DIMS FIN FRAME DESIGN LOAD CAPACITY - FSF • (ZO OR OX SIZFS) • • • • T1�B DDIS. STD. MTG. RAM H.B. LTC. RAM A.D. LTG. RAIL GIA39 TYPES 'A'A'A1'. 7A181' G198 TIM '8' A '11, M" TTPE6 V A 'Ct' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) I TNT.(-) EXT.(+) 1 INT.(-) 54-3/4' -15/1 A-1/2' 25' 6&0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80,0 BOA 65.0 65.0 65.0 65.0 8010 80.0 65.0 65.0 54-3/4• • 'ILIZ/16-37-3/r 52-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 60.0 4" 65.0 65.0 65.0 80.0 50.0 65.0 65.0 54-3/4' -15/1 51 49-5/ir 6Q0 65.0 SOA 80.0 65.0 68.0 - - - - 65.0 66.0 - - - - 65.0 66.0 54-3/4' -15/16 82-1/2• 65.0 65.0 50.0 BOA 65.0 65.0 - - - 65.0 65.0 E4 H.D. MTG, RAIL (1/3W) (2/3W) G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Cade NOA-No. 17-091 &09 �{�y •^ m Q expiration Dat•09/22/2020 $ By 11- z ,g` 4c It Miam a ntrol g0� wOggw 06H� (�' O to c OnOO a a !C � n a 1a01a Q twitaa9 FIN FRAME �r1 ,eiy -_ �•'uceuaF'•fj �O No. - __��.• OF '•((%�� drowing no. . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . DESIGN LOAD CAPACITY - PSF (KOX SIZES) • BUCK DIMS. SM. KM BAIL. SC. GLASS rn ES 'A'k'AI'. 'B'4'81' GLASS Tree6 • 'B•k 'BI'• • WIDTH HOCHT EXT.(+) M.(-) EKf.(+) 73' 110' 85.0 65.0bawo 80.065.0 65.0 80.0 63.0 65.0•b,0• 73' 110' 37-3/6' 63.0 63.0 80.0105-1/4' 6A0 03.0 aDA • 65.0 65.01.65.0 705-1/4' IIo' 49-5/6' 65.0 60.0 6S0 65.0 80.0 60.0 65.0 66.0 80.0 Soo 73' 105-1/4' 110' 62' 65.0 65A 60.0 BOA 61.6 61.6 80.0 80.0 60.0 60.0 1 80.0 80.0 (1/3w) (I (1/3'1h i OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' Es I! E4 STD. MTG. RAIL[ _ DESIGN LOAD CAPACITY - PSF (KOX SIZES) • • • • • i • ♦ BUCK OEM . • •ID. UTG. RAIL B.D. iM. HAD. B.D. KTG. BAD. •'A'A'A1', 'B'k'M' GIA6S TnW 'B' k 'Bi' CIA9s TYPES 'C A 'CI' WIDTH HT EM.(+) INT.(-) f]R.(+) IM.(-) OR.(+) INT.(-) 73' 105-1/4' liar • 25' 0 001 65.0 65.0 80.0 80.o 65.0 65.0 65A 65A 80.0 Sao 65.0 BS.O 65.0 ".0 60.0 Sao 65.0 65.0 B- 1o5-i/4' •itd' 0 37-318S, • 65.0 65.0 80.0 Sao 65.0 65.0 65.0 65.080.0 60.0 85.0 65.0 65.0 85.0 80.0 Soo 65.0 95.0 73 105-1/4' Ito' 49-5/8' 65.0 85.0 80.0 Sao 65.0 65.0 - - - - 65.0 BSO - - - - 65.0 65.0 73' 105-1/4' 110' 02' 1- 65.0 65.0 60.0 60.0 65.0 65.0 - - - - 65.0 65.D BUCK DIMS FIN FRAME n E4 H.D. MTG, RAIL (I 41N) (I OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Fbrida Building Coa• NOA-mg. 17-0916.09 o Z e e EKpkatlon Dat• 095=020 O_ i13Y g a FWW i � O t 0 Wam u 0 1WQY��U C X0 OiN� V yj Qg�Y7 ReIA/ 0 ti .60 FIN FRAME IAO' 0 - o �. P.y�....... OF F drawing no. W10-18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • NNMASS " �laor x CP Wi. P-A- • • BY Chemica`C-' • • • • 1/8' HEAT srREN'D sass A75' Mterlayar • • • • • • • ��CP rl C emiPET al Co.'NOA- Ely • • • • •By n Chemical C - - PRODUCT REVISED as eom 'ng with the Fiarids p NOA-No. 17-0918.09 {� Z htaHayer In 09S' hRerlayer 1/8' HEAT STREN'D CLASS expiration oat* 09/22/2020 O g • • x Clear Md C yksa Eastman Chemical CO • • • • • • • • • • • Sa0s for And Oobr GIAue • • *By EStman Chemical Ca' BY P Q i OR 075" Interlayer Miami uet ntrol a, G " Interkyer .090' Interlayer Sofbs CP With PET Coro O N `• n ryClca Sentry(+loa 8y 'Eastman Chemical Co.' d d lGa� Ku America, Inc.' ra% •• • • • •• Kuraray America, kc.' • •• OR • 6ltedyer • PVBBy JE • • • • • •• • • • • • • •0 IntaH r • • aye .090' Into er' Sen�la' 'Kumr� America, Inc.' DqN I`fol Americo, Inc.' • • • • • • Wray America, Inc.'OKuraray • • • /8" ANN. Gia55•• • • • • • •• • 1/8" HEAT STREN'D GLASS 1/8' HEAT STREN'D GLASSSILICONE mGE StJCONE 1200 SILICONEQ zCE 1200 jCE 120C DOW CORNING 899 CORNING 995 z = rn iV COW CORNING 899 / N1 1 DOW CORNING 995 s DOW CORNING 899 \ / M1 DOW CORNING 995 V''DOW QME o /W E6 AT 1/4 PotiTS ON UTES � WIDER THAN 36' GLASS TYPE 'A' 5/16" NOMINAL LAM. GLASS 1/8' ANN. CLASS 07V Interloyer Safiex CP With PET Care O'Eastman Chemical Co.' R .090" Inted.yer Saflex Gear And Color Ca - By 'Eastman Chemical Co.' OR 1/4' AIR SPACE 090' Interloyer 1/4' AIR SeriryGke By 'Kuroray America. Inc.' 1/8' ANN. GLASS OR .090" InteHayer 1/8' HEAT STREN'0 t F z Tmsifoi PVB By 'Kuroray A—ko, Mc.' 1/8" ANN. GLASS m SILICONE GE 1200 a 0 a EE IM AT 1/4 POINTS ON UTES N WID/ ER THAN 36' GLASS TYPE 'E' 5/16' NOMINAL LAN. CLASS HEAT STREN'D GLASS .075' kterloyer Saflex CP With PET Cars O'Eastman Chemical Co.' R .090' Interlayer Saflex Clear And Color Ol— By 'Eastman Chemical Co.' OR .090" Interlayer SentryCks By Kuraray America, Inc.' OR .090' Interloyer Tmslfol PVB By 'Kuraray Americo, Inc! -1/8' HEAT STREWD GLASS 1/4" NR 1/8" HEAT STREN'D DOW CORNING 899DOW DOW DONNING 995 CORNING 899 DOW CORNING 995 XL EDGE SPACER XL EDGE SPACER ST. STEEL 8Y 'CARONAL' ST. STEEL BY 'CARDINAL' JEW7 OROR A.�M7 DURASEAL BY 'OLIANEX' ORSUPER DURASEAL BY 'QUANEX' 'QUANEK' SPACER BY 'QUANEW SUPER SPACER BY OINTS ALL SIZES 1/4 POINTS ALL SIZES GLASS IYEE 'Al' GLASS TYPE 'E1' 0.70' OVERALL INSUL. LAM. GLASS 0,70' OVERALL WSUL LAM. GLASS IN ORDER TO QUALIFY FOR SMALLMISSILE IMPACT RATING EXTERIOR PLY OF CLASS TYPE 'All , '81' @ 'C1' MUST BE TEMPERED. a / o / a 0 x M7 AT 1/4 POINTS ON UTES W WIDER THAN 36' GLASS TYPE 'C' 5/16" NOMINAL LAM. CUSS 1/8' HEAT STREN'0 CLASS .075" Interloyer SPACE Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090' Intertayer LASS SerthyGlas Ey 'K—ray Americo. Inc.' 1/8' HEAT STREN'D GLASS SILICONE GE 1200 N DOW CORNING 899 M1 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR a DUR/SEAL BY 'QUANEX' O OR E9 SUPER SPACER BY 'OUMIEX' iCC�!r7 W u7 AT 1/4 POINTS ALL SIZES GLSS TYPE 'Cl' 0.70' OVERALL INSUL LAN. CLASS d—ing 9 no. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYPICAL ANCHORS SEE ELEV. 1BY FOR SpIlcr WOOD EWCK • d ' EDGE 06T:' z• I� II a-�w 1 070 TYPICAL ANCHORS •. 1HY SEE V. WOOS BUCK FOR SPACING FLANGE & FLANGE ADAPTOR FRAME HORS MYWI-OADE COUNrf APPROVED 1 MULLION s MULMON ANCHORS 1I SEE SEPARATE NOA !1 rMV-'& ANCHORS sa 8xv. FOR SPACING 2 38" MIN• WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR sPACING ^ 2-3� /8" WIN. /4' OL ULTRAC.'ON BY 'ELCO' (F-177 M Fy-155 IM) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 18Y BUCKS INTO GONG. OR BLOCKS MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) MlHF:N USED THE HIM. wooD eudc DEnl SMALL BE 2% THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS EFER DOR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) PERmn m. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MWA-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) PRODUCT REVISED STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) ee eomPlVing wide the Florida (STEEL IN CONTACT WIN ALUMINUM TO BE PLATED OR PLANTED) Building Code NOA-N0. 17-0918.09 TYPICAL EDGE DISTANCE E.npImtionData09/2V2020 INTO CONCRETE AND MASONRY = 2-1/2' MIN. Nty INTO WOOD STRUCTURE = 1' MIN. Miami-,9eProduct ControlINTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT BEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS 1. - 2000 PSI MIN. {PEEPHOLES' WI = 1/4' X 1-1/2" WEEP SLOT AT 4-1/8' FROM EACH II IIII/IAYI�A'i ``\\\\I END WITH PLASTIC COVER �4'•VSF ':v �: W2 = 1/8" X 1/2' WEEP SLOT AT 3-1/8" FROM EACH END W3 - 1/8' X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END - =�re OF a � c � n � Ra La C N orc"$ � mNMS 3 c ZL2 N U 0: drawing .0. W10-18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• ... 1/4' MAX • • • • RUCK SHIMS • • • • • . • • • • VENT WOM • • . . • TYPICAL ANCHORS . . . • sESEPA ... . • • . ... FOR O O • ••-SCREENS OPTIONAL _. ,. A XOX LAYOUT ,BY WOOD BUCKS MIAMI-MDE COUNTY APPRDVED MUUJON MULLION ANCHORS SEE SEPARATE NOA S TYPICAL. ANCHORS SEE ELEV. fOR SPACING METAL STRUCTURE w TYPICAL ELEV. SEE El. FOR SPACING EXTERIOR EXTERIOR FLANGE 1/4- MAX SHIMS a 2 WOOD R WOOD SIRUCIU FOR SPACING OALTERNATE _..— ..00K LOCK FLANGE ADAPTOR FRAME �4,V 0 FLANGE ADAPTOR FRAME Z m 1 Ot FW 3 a % 1/2- TYP. O n KN E O 0 c Rm a0� o�10oo� 0 'abr 51H, (Z1QQl y�� Q W W 1 h N 0 f0 W I a' C n d1Nn Q 0 M 0 3 J n cz-FAg 1 U��� �_�� S 1/4' MAX. SHIMS - g# O eZ TYPICAL ANCHORS i SEE ELEV. FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 -• v n n -- AND -6 APPLY TO BOTH -FLANGE FRAME AND `o o c d o r •1- /4' FLANGE ADAPTOR FRAMES. " E o 0 8 c 14 �''•JcFNaF•' � A -- PRODUCT REVISED = w as comp1= with the Florida - Building Code , - 1WOBUCKS NOA-No. 17 OD -0918.09 ill Expiration Date09122/2020 ' O -• OF tKV� drawing no. BY mi-Dad uetCoatrol-��VIA�/fi�lY�\\\ lsheet 6 of11 .. .. . . . .. .. . . . . . . . . . . . . . • • • . . . . ... RS nPlcx ANCHOttS x 3 EQUAL LEG FRAME LO E---------------- ----1 j l MIAMI-OAOE COUNTY APPROVED I j Z vb^j s I j MULLION h MULLION ANCHORS 1 O k y 1 SEE SEPARATE NOA Cj g EDGE II f x a I GIST. I 11 S V 6 LL=-----_--- = V 4':1 O TYPICAL ANCHORS T IW.AL ANCHORS O O FOR SPACING FOR SFACMC Q Q EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY QQ E4 4 INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. WHEN USED THE MIA. WOOD BUCK Do" SH"LL K 2%-. THE USE OF ER DEEPOR BEVELED WOODBUC16 IS PERMITTED. TYPICAL SEE ELEV. FOR PRODUCT REVISED ci � O COT 11y with the Florida sMRata9�od. NOA-Ma. 17-0918.09 R Expwattm Dot• 09/22/2020 0 By Fu- C N HIM. Product Controlp ^ a Z BNM� 6 O n n 3 n v MIAMI-DADE COUNTY APPROVED MULLION O " U SEE SEPARATE NOA 0592 drawing rro. t� • ...... _�_. W10-18 RLUSTPA1 M S_ nNLY EXT. O NOT BY HOUSE 1 HOT BY HOUSE W NOT BY ( . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • 00 00 • • • • • • . • • ••• • • • • •• • • LNG. • • • • • FOR SPACING )00 STRUCTURE 1/4" MAX. IT BY CGI \ GAP 1/2' UK HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (Fu - 74 K9 MIN.) INTO 2BY WOOD SUCKS CR WOOD STRUCTURES 1-1/2" MIN. PENETRAMON INTO WOOD l`■ � jam' -_.j� �� r EXTERIOR FIN FRAME Z g� k b • PRODUCT REVISED f G1 .• Co With the Fk fda 2 R Building NOA-Nl 17-0918.09 r- Expiration Date 09/22/2020 c w By o b Mier. a ro .Ct C•nt-I W 0 a p i o �z2_9 Iab�f � l" MAX CAP 1/2' MIN. 7 TE OF.,f�` drawing no. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . L%t_ U PRODUCT REVISED as ccmplz with the Floridao_ Budding Code NOA-Na 17-0918.09 Z ; w F�IrationDate 09/22/2020 f Q 2q a cL BY MIamFWdo Yet Control Win �. in U 0. a�� O qq Q6O<g O &ENp 4 an C J �m Q WOIf� aE a n � U w C n nw �l n Q W � C O n vov1 3 N� b M 11 M P C Z4 30 O� Q Q O o a r e n - ;oomsa `o � oW ``\1`1L1111i1/ r7j''' �?-CirEHo r OF�� drawing no. W10-18 Sf1lla�ilti�� ` sheet 9 of11 ITEM PIRI' } QD4`TITl'Y DTSCR>Pt'ION Yarrurar 1GNF./SDPPIlII2/li1Li�RIL4 Et cal-100 JAMB FlJ(FD 6083-Te CGI EXTRUDER F2 Cp-113 F1MIE SRJ! • • • • • • • • 6063-TB OG EXTRUDER a CG1-102 - N • • • • 8063 T8 CGI EJCTRlA7Elt E4 CQ-103 - MEEiNG RNL • • • 80H3-7H CGI EXTRUDER ES CChtM - LACR *AIL • 000 • 000 • H063-T8 CGI EXTRUDER E6 CfS-10S - HANDLE RNL 6063-Te CGI EXTRUDER E7 CO-1D6 - SASH RAIL aoe3-m CGI ocTRuoEA ES cal-107 - 5/1ti NC tS0H3-T3 CGI EXTRUDER E9 CGI-108 - 0.700'•GIAZINC•BEiV • • • • • • 6063-Tb CGf EXTRUDER E10 CGI-109 - • • • • • 8053-T6 Cd EXTRUDER E71 CGh110 - -FRONT NAIL FIN Ai1PT�T • • • • • H063-T8 CQ EXTRUDER E12 CCh135 - TF JAM I�m MASS • • • • • • • 6063-m CGI EXTRUDER E13 OGN 36 TF FRAME HEAD 806J—m Cal IXTRtA'XR E74 CGI-139 IF FRAME JAMB 6083-T8 CG! EXTRUDER E15 CGh140 1' MUNDN H063-7� Cd EXTRUDER E76 CCI-141 2S" MULLION 6063-76 CGI EXTRUDER E17 CGF�-605 SCREEN FRAME B0H3-75 CGI EXTRUDER E18 CGI-1f4 - SILL SNAP M 8063-T6 CGI EMRUOER E19 CCI-115 SILL FILLER 6U63-78 CGI EXTRUDER QO W^I-116 - FRAME .14M8 8083-T6 Cal EXTRUDER E21 CCI-117 E� LOCK RAIL 6083-m C6i EXTRUDER E22 CGI-138 TF FRAME SILL 6063-m C61 EXTRUDER E23 CGI-109 FRONT FLANGE ADAPTOR 8063-T6 Cal EXTRUDER M1 CG1�T82V GLAZING BULB VIM1 (WROMET':R 75-80 SHORE A) PVC - M2 CCI-111 SCREW COVER (OPTIONAL) PL'C - M3 CGI-112 3" O ANCHORS EQUAL LEG COVER/SHIM PVC - M4 0.700' X 0.040' BEAD GE7200 SILICONE SIUCONE GE M5 - 0.700' X 01140' f�AD DOW 995 SILICONE DOW M6 - 0.700' % D.D40' BEAD DOW 899 SIUOONE DOW M7 - 2/ LTTE SETONG BLOCK EPOM DUROM.rTER tX)t5 5110RE A Mg _ - PRQTECTO WRAP WATERPROOFING OR EQUIV. - - lA9 684 - ROLLER TRACK PVC _ M10 Cd-128 2 PER SASH ROLLER HOUSING NYLON - M11 N'Z3201NG - PILE WITH CENTER FIN WOOL UITRAFAB OR EQUN. Mil Cd-129 i PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAL END CAP NYLON NgN M14 391-N 1 PER SASH ANTILFT BLOCK NYLON MkM M15 OPTIONAL FtEflCt/lA7EV FOAM 30 PPI M76 Cd-13l - JM18 SPACER PVC PHOTOTYPE OR EQUIV. M17 A3073040t-32 1 PER W0. CAM LOCK ZINC TRUTH OR LTX1N. M18 CCI-132 2PER WD. 2" SASH STOP PVC PROTOTYPE M19 CGI-tit O FR. F1Fl10 SCREW COVER PVC PROTOTYPE M20 CCI-125 2PE77 SASH SASH CAM (8/T 10 FLANGE FRAME HEAD J FLANGE FRAME SILL 3 Ei4 FLANGE FRAME JAMB E12 FLANGE FRAME JAMB . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . I Fa-K, 10. : i i4r • • �1.131--i • • • • •�1 3� I .743 V� W1�i-• iw• • •• O •FLUSH iRAIIE H(i10 • • E4 • • �AEETNG RAIL 1.788 .063 TYP. 1.013 1.220 1JY13 O LOCK RAIL FLUSH FRAME SILL &° FLUSH FRAME JAMB (MOVING; I .811 r -1E 2.505 �IE 65 TYP. 1.01� .500 ,.21 1 45 Et FLUSH FRAME JAMB (FIXED) E21 ALT. LOCK RAIL 1.892 .065 T7. �iij'—�'�� -'J1I 2.195 1.1 l� 1.. E6 HANDLE RAIL -{ 1.025 .Ti1.395 .745 1A15 OE7 SASH RAIL 0 .065 1.550 1J95 Elt NAIL FIN ADAPTER J SILL FILLER 1.450 ISO L .050 O FLANGE ADAPTOR 420 1,p. — .864 O 5/1 V GLAZING BEAD F.�5 r150 050�1 O FLUSH FRAME COVER .7� I .cso 1rr. --i JiBA .700' GLAZING BEAD 1 440 293 .060 1.413 SCREW COVER PRODUCT REVISED as car ng with Ow Florida DuBdi�g oda NOA-No. 17-0918.09 Expiration Date 122/2020 By Miami-DadyProduct Contro 1 � OF drawing no. 5 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • • PRODUCT REVISED VttrV III • • • • • • • • • • • Buis PfY'^'iM the Florld• c • • • • • • • • • • / N..! w. a 17-0918.09 Z • • • • • • • • / Explretioe Dete09/2TJ2020 O rz ' $ • • • • • • • • • /- 1 ri ••• • ••• • ••• • / By g .2 1 j /i Sl MT rod•ct t.o•tro 6 c •• • • • •• ••• •• / �o� • • • • • • • • • O�i'aA • • • • • •• • • V Da •• • • • • • ••• •• O lLa ° 44 e yZ3 p Q rl_6 y?a2 •E Q � Am 0 �f N FRAME TOP CORNER C VENT TOP/BOTTOM CORNERS S2 t0 w I g c O � N QQQQ O O i n O O� i j ao u o„�LL ox c JPp RF>I FRAME BOTTOM CORNER si 1 t�.s , '�,/ - (Z •. OF . '.ki�� drawing no. FIXED MTG. RAIL CORNER MIAMBADE MIAMI-DADE COUNTY no Ron 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.miamidadLgov/economv CGI Windows & Doors, Inc. 10100 N. W. 251 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control $ection to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (R. 7. * 000000 This NOA shall not be valid after the expiration date stated below. The Miami -Dade Courrty Productt Centrol Sectiort (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) r&tn8 *the right •lU have •thtS • • product or material tested for quality assurance purposes. If this product or material fail's'fo �6rform in the accertad.: manner, the manufacturer will incur the expense of such testing and the AHJ may iffim jJi*holy revalea nnodifx,.q r • • suspend the use of such product or material within their jurisdiction. RER reserves. the right to. revoke M4. • acceptance, if it is determined by Miami -Dade County Product Control Section that thiseroduct or rraferta.l fail&to.. meet the requirements of the applicable building code. • • • • • • • • This product is approved as described herein, and has been designed to comply with the F1orida•Build14g 4gde, • • • • • • including the High Velocity Hurricane Zone. :....: DESCRIPTION: Series "160 Sentinel' Aluminum Outswing Glazed Doors w/wo Sidelites - LML.'.' APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, 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. NIISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. 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 la 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 and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1226.05 Expiration Date: August 08, 2023 bL�i�l2�� Approval Date: February 22, 2018 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 4, • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ••.' .•.. .• 2) Uniform Static Air Pressure Test, Loading per FBCgAS '2--9'• • • •' • 3) Water Resistance Test, per FBC, TAS 202-94(-450 V PSF, sill 13-I only • • • 4) Large Missile Impact Test per FBC, TAS 201-94 ... • : ... " * 0:0 0 5) Cyclic Wind Pressure Loading per FBC, TAS 203-} • • 000 00000 • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • • • • •: • Along with manufacturer's parts and section drawing marked -up drawings o;aJ.iminVm out w/ • • •; : • sidelites, by American test Lab of South Florida, Inc., Test Report No. AT.LSE-12189f72 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 0 • • 0 • 000000 • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20,744 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (511 Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring; on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. i Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E - 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5"' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25J12 4pprovedliy RER....... .. ...... .... ...... 2. NEW EVIDENCE SUBMITTED A. DRAWINGS • • • • • • .... . ..... 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outs Dool fL14.I./S.44.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farojq CorporatiM, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javadoy;A d, P.�. • • • • •;; • ...... • . . ••••• B. TESTS • • 000000 • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). urge M. Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS i 1. Notice of Acceptance No.17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., W. for thex - rosifol® - Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on•Q7/'08/19 ..... .... • • ..... 0 • F. STATEMENTS • • • •' ...... 1. Statement letter of conformance to FBC 6th Edition (2017) and of n;e.. anci jo.l•iiftlest • • • • • prepared by Al Farooq Corporation, dated 11/13/17, signed and sehledbY Java8'Ahinad, V.E':' . . . . ...... G. OTHER """ 1. This NOA revises NOA 414-1015.04, expiring on 08/08/18. • • • • • • 2. Test proposal 416-0947, dated 07/26/16, approved by RER. i Jorge M. Plasencia, P.E. Prodild Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 . . ... • . • 0: .. .. . . . .. .. . •• . . . . . . . . . . • • • • • • • • • 3/16• ;I. CLASS • • • • • 00. • • • ••• • ••• • •• • •• • • • •• ••• • ••• • • • • •• • •• • • • • • ••• •• SERIES SENTINEL 160 ALUMINUM OUTSWLNG DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS 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). 1BY OR 20Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED -ADEQUATELY TO TRANSFER-APPUED 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 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, '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 OFFICLAL 075' Saf e. CP With PET Core By %astmon Chemical CO! A90' Safkx pear Arid Color Glom By Eastman Chemical Co: 090' SenhyGlae By 'Kuraroy Americo, Inc.' A90' Tresifal PVB By 'Kumnay America, Inc.' ANN. GLASS 995 z E 3aay0 i \ F N Ii i 53 AT 1/4 POINTS GLASS TYPE 'A' 7/16' OVERALL LAM. CLASS 3/16' HEAT STREN•D GLASS 075' Soflex CP Wllh PET Core By •Eaetmon Chemical Co.• .090' Soil- Clear And Color Glass ERS By •Eostrnan Chemical Co.' .090' SantryGlas By 'Kuroray America, IM.' .090' Trosifal PVB By 'Kuraray Americo, Inc' 6' HEAT STREN'D GLASS DOWSL 899 GE-1200 38 1"tt V z � 53 AT 1/4 POINTS GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS GLAZING OPTIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SWGLE (X) AND DOUBLE (XX) DOOR CAPACmES SEE SHEET 2 STEP 3 FOR SIDEUTE PANEL (0) CAPACITY SEE SHEET 3. S EPA FOR SIDDJTE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. STEP THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. PRODUCT REVISED as eomplyltlg With the Florida NOA- mg a 17-1226.05 NOA-No. ExpirationnDDate 08/08/2023 By / Cdst-- Miami-D' d. Product Control DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. U C n C. R p W C � D N O p 3 n a C Z JLf N Uot5, AH � FEB 1 5 0 1D18 _ a g 10592 � � A OF fly' drawing o no. W 13-01 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... .... ... .... • • • • • •• • • • ••• • ••• • ••• • TEMPERED GLASS 3/8- AIR SPACE 3/16- ANNEALED GLASS 090' Intarlayer Saflex Cleor And Color Glass By 'Emtman Chemical Co.' HEAT STREN'D GLASS Z 3a/ �\ 72 \ n ` XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR 1 DURASEAL BY 'QUANEX' 0 OR t \ / SUPER SPACER BY 'Ql1ANEX- / OR / KODISPACE 4SC TPS BY 'KOMMERLING' 53 AT 1/4 POINTS GLASS TYPE 'Cl' 1' OVERALL INSUL LAM. GLASS 6' TEMPERED GLASS 3/8' AIR SPACE 3/16- ANNEALED GLASS 015' Interlayer San" CP With PET Core By 'Easbnon Chemical Co.' —3/16' HEAT STREN'D GLASS GE-1200 / i \ 3a 12 ! \ XL EDGE SPACER STEEL BY 'CARDINAL' ' OR o \ DURASEAL BY 'OUANEX' \ ER SPACER BY 'QUAKE)(' \ OR �'' / KOOISPACE 4SG TPS BY 'KOMMLRLING' 63 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS m`�C�Il]'aigl►P, TEMPERED GLASS 3/6' AIR SPACE 3/16- ANNEALED CLASS .090' Senb),OCS I TERLAYERS 8y •K—rcy America, tr-' 090' Tmeifol PVB By Kuraroy America, f—' r-3/1r HEAT SIREWD CLASS 12 \ 1(L EDGE SPACER OR STEEL BY 'CARDINAL' ¢ ` DURASEAL BY 'DUANE)(' c OR \ / SUPER SPACER BY 'OUAND(' OR \ / / KODISPACE 4SG TIPS BY 'KOMMERLINC 53 AT 1/4 POINTS GLASS TYPE 'C3' 1' OVERALL INSUL LAM. GLASS PRODUCT REVISED as corrlpl ing with the Florida Building Code NOA-Ho, 17-1226.05 Expiration Date 08/08/2023 Mia ' Da reduN Cont r ``7111111Iffl/, FFB I 5 2918 U �a y„u - Z FF n O W q • IWWWY Z � i Q �60 C O �' � O toE V a �`g o D1oo�,8 0'aba l Q zo LLZaOi�o JaOoiC o Crowing < no. 3`,, W13-01 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 42- • • 02 A./CHOIM • DOOR FRAME7j""� MOW.. • TYPE 'A'. *B' Ot.•'C• AT STILL• 1 M • 6' MAX. 3- HINGESOE SEE NOTE CORNERS .A . • • B.. BELOWEE NOTE-, • • /I U / -lu- 1 i II/ 1 II 1 / IX i J o n II n \ tl II\ I I Y A W II \ 1 1 ACTIVE - I i 41 28 1 /4' D.L. OPG. 2 ANCHORS TYPE 'B' AT STILE ENDS • • • 81 1/2' • DOOR FRAME WIDTH •• • SEE CHART FOR QUANTITY HFAD/SILL 3' 6' .3- CORNERSNGE \ • • • • A—V • i'I I I ' I SEE Nan BELOY • 1 •• • / - i \ 1 u / 1 1 FLUSjX BOLT C / A DET SEE M40 I S2 a 3 POINTLOCK 1 _ � o � EP 10 SEE SHEET 1 1 -_ =_ y 2, H A All, ACTVE 1 � NAC TYPICAL ELEVATION ( X ) DOOR OPTIONS m h N < < Z Y U 28 7/4' 28 1/4' D.L OPG. D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'g FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION ( XX ) SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - t PSF CLASS TYPES 'A', 'B'. 'C1', 'CV FRAME LEAF WIDTH THRESHOLD 7YPE5 LOCK SETS INSUL rJ 1K SPACERS WIDTH (X) WIDTH (XX) HEIGHT STD. ADA SCH CC BLDW CXL KOD QUA! 37-7/4' 72' 96' 35' 00.0 70.0 1 80.0 1 80.0 1 80.0 50.0 B0.0 BOA 42' el-t/2- 96' 39-3/4' 80.0 70.0 80.0 80.0 70.0 70.0 BOLO - NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SAL. WRING NOTE: nc W—PirANF WARNINr,_ GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 HEAD ANCHORS CUM49N AT STILE ENDS ANCHOR TYPE SMIM 3/8'6 ffAfill4 - • �R�/7ZIZ4I117�� :h'17 .Is .1. HINGES: 4' X 4-1/2- BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8' FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED LOCK SETS (3) HINGES PER LEAF UPTO 35- LEAF WIDTHS (STD. THRESHOLD ONLY) SCH SCHLAGE (4) HINGES PER LEAF ABOVE 35' LEAF WIDTHS (STD. THRESHOLD) CC - COPPER CREEK —(4) HINGES PER LEAF -ALL WIDTHS (SADDLE THRESHOLD) BUD BALDWIN CXL - CARDINAL XL KOO KOOSPACE WAN - DUANIX OURASEAL OUANEX SUPERSPACER DOOR 0.L0. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.LO. WIDTH (X DOORS) = FRAME WIDTH - 13.75- D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 FEB 1 5 2018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 expiration Date 08/08/2023 y'.0 Z g ; O �d IL ig O G'm OouTi ao'm o pi�o.° mmp Q W Jnn<_ Qwa2 � N d � n Q n 00w Q r cn � C 0 3 n T7 m 3 CZJ No;ba5B2 = drawing no. 13 . . ... . . . ... .. .. . . . .. .• - . . . . • . . . . . . . .. • . . • . ... 43 1/8• SIDELITL w1U1R H H m O c 'b 37 1/8' _j D.l OPC. TYPICAL ELEVATION �wrkmr_'vf • I _ I • •• • / t 1 \ I I t l • • • • / 1 \ II II • • • • • • . + V / l t _ �1L__ FWSI` ------- IT---- H i SEE SS 11 J •�`y` m a •� i .3 1 S LDCK SH�ET 10 t t __./�ll_r \ ____ II 11 II 11 / 11 11 1 1 n II SWEATS LOAD CAPACITY - PSP OR STAND ALONE STATTONART PANEL (0) FRAME GLASS TYPES 'A' 'B'. 'C 1' GLASS TYPE - •C2' CLASS TYPE •� WIDTH HEIGHT EXT.(+) INT. - EXT.(+ PR.(-) EX7.(+ INT- -) 3p• 33• 36' 37-1/6' 39• 42- 84. 80.0 80.0 BOA 80.0 30.0 80.0 80.0 60.0 mo 80-0 80.0 80.0 80.0 80.o 80.0 80.0 BOA 80.0 80.0 80.0 60.0 80.0 60.0 80.0 8o O 80.0 - 50.0 80.0 _ -80A W.0 80.0 BOA 80.0 80.0 80.0 80.0 w. 33• 36' 37-1/8-� 39' 42- I 90- 80.0 80.0 80.0 80.0 80.0 80-0 80.0 60.0 80.0 BO.O 80-0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.o 80.0 Wo 60.0 80.0 B0.0 80.0 80.0 80.0 BOA 80.0 80.0 - - 70.0 70.0 BO.O 8a0 30• 33' 36' 37-1/8' 39• 42' 96' 80.0 80.0 80.0 50.0 50.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 .0 - - 70.0 70.0 80.0 80.0 _ _ 70.0 70.0 80.0 80.0 SEE CHART FOR OUANIITY HEAD ANCHORS QUANTITY AT STILE k MULLION ENDS ANCHOR TYPE SHIM 'A' 1/4- 4 4 4 6 8 8 1/2' 7 7 FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 m 1 AcrnE INACTIVE / \ b 37 1/8- 28 1/4' 28 1/4- 37 1/8' m rc Pi D.L. OPG. D.L. OPG. .L OPG. D.L. OPC. SURFACE APPLIED 4 ANCHORS FALSE MUNTINS TYPICAL ELEVATION TYPE '8' MAY BE USED ( OXXO ) AT STILE AND MULLION ENDS SIDELITE OPTIONS GLASS INSULATOR ATOR LIMITATIONS FOR S1001TES WIDER THAN 37-1 /8' ONLY- 90' do 96- HEIGHTS FOR GLASS TYPES 'C2' t 'C3' OUANEX DURASEAL h SUPERSPACER NOT ALLOWED FOR GLASS TYPE 'CY CARDINAL XL (UMrr MAX. LOADS TO 170.0 PSF) SID IT D. -O. DIMS. D.LO.HEIGHT =FRAME HEIGHT - 12.875' D.LO. WIDTH a SIDELITE WIDTH - 6' STAND ALONE SIDELITE ONLY D.LO. WIDTH SIDEUTE WIDTH - 4.875 SIDELITE TO DOOR ONLY NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA - 110.3 SO. FT. FEB 1 5 2nI9 PRODUCT REVISED as comn�PI& with the FloAda Buitdl e HOA-No. 17-1226.05 Expiration Data 08/08/2023 ��� �p�•acENeE� � 4 � g ' •'• •I 7'E '•�� drawing a no. DESIGN IAAD CAPAL7TY - PSF SIOEUIE WIDTH INCHES DOOR LEAF WIDTH INCHES I SIDEUTE FRAME HEIGHT INCHES STDEIIPE TO DOOR MUUION (SEE NOTE BELOW) DCT.(4) INT.(-) 24 30 33 36 37-i/8 39 42 3/4 84 80A 90.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 24 30 33 36 37-1/8 39 42 9-3/4 90 80.0 80.0 80.0 80.0 BOX 80.0 60.0 804 80.0 80.0 80.0 80.0 80.0 80.0 24 30 33 36 37-1/8 39 42 39-3/4 96 80.0 80.0 80.0 80.0 80.0 80.0 78.3 78.3 772 77-2 75.4 75.4 72.6 72.5 CTDE11TE TO DOOR • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . DOOR • • • • • AME SIDELUE • • • • • • IDTH• • WIDTH • NOTE FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDEUTE. DOOR/SIDEUTE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. i 9 E C mif.1-1 • ( XOXO - C ..., DOOR DOOR DOOR WIDTH WIDTH WIDTH / / H J C WIDTH WIDTH WIDTH / \ C / p K \ / -( Ox0) - - ( xOx ) o- R STILE MULLIONEND ANCHORS) -� O `-FEND ANCHORS SEE SHEET 3 SEE SHEET 1 WIDTH WIDTH I` WIDTH i J / / E / \ \ f \ H OR r 1 U o � c � n 1i 0 . 3 w v C O�No p�n"n n v0 3 $ E 5 z w o_m NOTE: '1 GLASS -CAPACITIES ON THIS SHEET ARE EASED ON ASTM E1300-09 (3 SEC. GUSTS) a=0�- AND FLORIDA BUILDING COMMISSION 9 S = o DECLARATORY STATEMENT DCAO5-DEC-219 °c W 4 ``t�1111t I11 /Iltt/ 27 PRODUCT REVISED = a eofnping In gwith the Florida FEB 1 5 2018 �`.. 7ose2 NOA-No.Cod 17-1226.05 Expiration Pat.0810812023 '.t61`� drawing no. u I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . .. . TYPICAL ANCHORS -SEE ELEVATIONS• • • • • • • FOR 6F*CINO9 • • • • • • • • • We. . ... 2 .. . . . . . ... .. 6 I I 1 6 I I 1 I POURED h HARDENED 49 1 I 1 HIGH STRENGTH GROUT 1 f'c - 5000 PSI MIN. 1 NOT BY CGI WINDOW 1 MUST TRANSFER SHEAR © LOADS TO STRUCTURE I I I 41 LOAO BEARING g I I I I 70 (SOLID SHIMS I �JMOPTIONAL TO GROUT) 40 44 _ s N r d. a' < TYPICAL ANCHORS a EDGE DISf. SEE ELEVATIONS FOR SPACING SADDLE (ADA) THRFSHOT STANDARD THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE APPROVED FOR WATER INFILTRATION RESISTANCE LIMIT MAX. DESIGN LOADS TO ±70.0 PSF DOOR DETAILS 1Lm Z h W IRE C�N�� �N a o t'In m v�fm� 0 o �inI t �QQQuz IaLZ� o OOP Jp Q W T F PRODUCT REVISED q3 as complying with the Florida a Building Code NOA-to. 17.1226.05 v G b g Fxpintion Date 08/08/2023 By —_ — miam,r -duct c—ntri 4 s 0 u c FEB 1 5 1018 ..........,,, OF � !y � draw ng no. . • ••• • . ••• .. .. . .. . .. .. . . • • • . • • . . • . • ••• • • • . ••• 18Y WOOD BUCK . EDCE DI • SE� NOTFi 5• • 1 • •N, WNC E ' .. • .' ' _• . • • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS. SEE OEV. FOR SPACNG TYPE 'A'- JYALJ21& ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) MIN. LENGTH = 2-3/4- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4- MIN. EMBED INTO CONCRETE (HEAD) 1-1/4- MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'B'- 1 /4- DLA. ULTRA CON BY 'ELCO' (Fu-177 KSI, Fy-155 KS0 MIN LENGTH = 2-3/4' DIRECTLY INTO CONIC. OR BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 1/4' DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL' 1/8- THK. MIN. (Fy = 36 KSI MIN.) (STEEL N CONTACT WTIH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. 29Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 61 o 7 g � n o TYPICAL ANCHORS SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING SEE ELEVATIONS FOR SPACING DOOR DETAMS �u jl MIAMI-DADE COUNTY APPROVED Ij o IiCLTPPED MULLION ]!SEE SEPARATE NOA I� �I FCfi 2H - - — 0 W"`SO n C C TYPICAL ANCHORS SEE ELEVATIONS W 8 c FOR SPACING O d b C 4 ILZaso JaCD< Q a.. a u 3 7T C 0 y O on 0Lu vW C D H N o q `Q in $ pNn:, .O 3 0 cz�� 30 -� U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By / MiamFD,d"uct Control FEB 1 5 2018 pdmwi;ng Of . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... . . . . ... TYPI( TYPI< M BUCK E SHEET 1 ICN. ANCHORS ELEV. SPACING PRODUCT REVISED FE61 5 1818 ascomplying with the Florida Building Code NOA-No. 17-1226.05 E.piration Date O 08/2023 Mia a uctControl DOOR DETAILS Z r 0� F gI O 0,4_1 ILDC O0fnP Oaf; on...., 0 W o LL 30 j 00 Q W 01 g o IRS AN, '' A OF�((/�� draw ng 8 no. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ANCHORS �U TYPICAL SEE ELEVAUDNS • • • • • • • - FOR SPA%- . • • . • • • • . = S MATING JAMB FASTENERS y . Z a 0 .'-EDGE'IXST.� CONCRETE • . ���' •• • • • • . • • • • K FOR LOCATIONS • • • • • • • • 1 4 43 SEE DOOR JAMB SPACING 2 6 i .'• • • • . • • • • ON SHE 2 h 3 t q R • •.• • •.• • FS so a a Z O W 44 0.H «. . . . .. 000 •• D- O • • • • • • • • 0 p s s 4 •• • • • • • 3 ••• •• CGOC.oi PRODUCT REVISED i N as C.TpL Ing w th the FWda 2 +4 4 BMllding ode Q W N O cp EXTERIOR NOA-No. 17-1226.05 z J tl m 44 Q F Expiration Date 08/08/2023 Q By LEAF WIDTH D.L. OPG. Rllam a roduct Contro n DOOR FRAME WIDTH SIDELJTE WIDTH 3 w C 1 42' MAX SINGLE (X) � a 81-1/2- MAIL DOUBLE (XX) 0 Qi 1/2- MAX. 17 N o 2 LOAD BEAMNG., J SHIM O 1 FASTENERS '$- m m _ ao MATING JAMB •• FOR LOCATIONS 1.Mj 3 a o y 4 t3 3 S 2 SEE DOOR JAMS SPACING CONCRETE ON SHEETS 2 h 3 C Z J 3 LL n W OR MASONRI. o O - Q _ (O p J U - m w O i 41 ........ r O 1"891 III O cF 0 jgj B < J4 3s t 13 EXTERIOR I i D1. OPG. LEAF WIDTH - TYPICAL ANCHORS - SIDEUTE WIDTH - DOOR FRAME WIDTH 42' MAX. SINGLE (X) 4- LONG SEE ELEV. 8I-1/2' MAX. DOUBLE (XX) m o 8 `I � c 3 FOR SPACING FRAME WIDTH OAPPLY G `tt1111111///// SEAJANT BEFORE MATING � O •1 to i : �:•' ENS � n 0 llli-44-- Y _ \ FEB 70M CONCRETE. v. .. a .. ` :. NOTE LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8' �OF , (U • drawing no. . a EDGE e DIST. TYPICAL ANCHORS ATIiO SIDELITE DETAILS ���'ss�� I Ai„+�� ro a cloc sheet g of 13 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . MATERIAL MFG. / FMLHRES . • 6063-TO KEYMARK / SARA .. • • 6063-TG KEYEMRK I SAPA . •9 6063-T6 KEYMARK / SAPA • • • 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-TG KE44ARK / SAPA . . • 6063-T6 KEYMARK / SAPA • 6063-T5 KEYMARK / SAPA . 6063-T5 KEYMARK / SAPA 6063-T5 KEYMARK / SAPA 6063-TS KEYMARK / SAPA 6063 T6 KEYMARK I SAPA 6063-T5 KEYMARK / SAPA 6063-T5 KIYMARK / WA 6063-T6 KEYMARK / SAPA .L OPTIONS) METAL CGI PROPRIETARY OPTIONS) ALLOY. STEEL CGN PROPRIETARY T OPTION I BRASS BALDWIN T OPTION 2 BRASS SCHLAGE T OPTION 3 BRASS. STEEL COPPER CREEK S- STEEL S. STEEL - S.STEEL - S. STEEL - NYLON CGI NYLON w NYLON CGI S. STEEL CGI CAST (ZINC) CGI ALUMINUM CGI PROPRIETARY BRASS HAGER S. STEEL HAGER STEEL - PYC PROTOTYPE ULERAFAB PVC - - AMESBURY - AMESBURY ACHEMENT) ALUMINUM - » S- STEEL _ PROD as cam S. STEEL - BuRdim S. STEEL - NOA-N, S- STEEL - Ezplratl - e ADE ASSY.) S. STEEL STEEL - Miamia i S. STEEL - �H. SMS. ALUMINUM SCREEN TECH ONLY) NYLON EPOM DUROMETER 60t5 SHORE A OPERATION OF DFADBOLT / (WITH FROM THE EXTEFKEY IM OR THUMBTN J// EXTERIOR FROM THE IPIEPoOR) ACTIVATES THE THREE-POINT rL L_ LOCK MECHANISM REGARDLESS OF LOCK SET OPMN INSTALLED. SECTION AT DEADBOLT LOCK SECTION AT LEVER LATCH LOCK _ SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o o e GE SCS2000 SILICONE SEALANT_ u o u o 1CTREVISED LIIIiIINIHN W Aging with tha Florida ............. CC '17-1226.05 : m'� 1 •. o �n Date 0 /2023 FEB 1 5 ad uct Con drawing e no. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• y�U 0 ASTIAG/i • • • • • • °+ p, ! • Qn �"s ! •• • • • ¢ •• • • top I i i naz4.lvr • • • • • IIIn Rv. m. �. r p! • • • • a 2 ,� i pnoo$ i Ji yy j O a t tl 1 •.zasmol..o4o.r ' 3 i C 4, rK i i N i s. 57m5'wNb i Q W a^q it I I •.45P Nn>, mr �� ; I �, W o li I "remN wws�fHt h ror na(WD wrtn 'I� I 2 mom i C Ja� I i tour NVr 'V i 7 Q W m ► Q 0 Ic i j II " o C I a NYlpf s.euR g BIDGR ' G o n •�.�.5 o - wnm , „N 1 42 � o FN a 41 $ 3 N" n 0 W p g O� a O 1I In G ; PRODUCT REVISED '" 19 I ii • as comptyln8 with the Florida fi Building Coda h 0 " I 47 NOA-No. 17•1226.05 I it wTTom hF. nm 11 1 • Jr ° Expiration Data 08/08/2023 N9. CdlNVr Ilji ( I_ By o 5 I 1` 11 I i i MIAm a k�aoct Gon it FEB 5 a 201 B a 7e it I ¢ r��� drawing 9 no. UNLOCKED POSITION LACKED POSITION ///rrli4A�i`��� sheet IO of t3 . . ... . . . ... .• .. . . . .• .• . �U O N,� s ...&so A! •• • • • • • •• W III O i • • • • • • 1 'I �WnaN aW'4-. III IL, Z O i JomQ wds EI, 4 I vJ 'n 'Ij e O 3 N M R i _ c LL ST` OFN o W c"n n t n . oN�o •^e I v 3 J n = r ra z � ,•. p d 0 p < J AM 'nACnu7 0 aorz { iv so i PRODUCT REVISED as Compl irg with the Florida o W Sullding Code Ii NOA-No. 17-1226.05 iV Expiration Data0810812023 {; B I; NOTE: Miia r roduct Control FLUSH BOLT AT INACTIVE STILE a o �i (PARTIAL TOP END SECTION SHOWN, BOTTOM ENO SIMILAR) o II low (1�111tN ry� ��pp�v�W°�M. I ' JCENS6 '•.• i � FEB 1 5 2018 � I ',i op � •(tj� drawing no. UNLOCKED POSITION LOCKED POSITION err �DAII/1j tLitt��� sheet 11 of 13 3.825 L 125 .7so 1.590 .too O DOOR FRAME HEAD/SILL . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .osz ,..2s. . .. . . .. •.LA . . • • • ... • • . .. .eo . 1.587 4.495 5.500 O FRAME Cqr • • • L • . • • • �1'S87• • • • • . • . • • • II 1.410 - 1.8I25 082 }� Q TOP & BOTTOM RAIL 10 SILL COVER 5.500 I 080 465 j� I ,.828 1.440 .075 1.063 4.495 O HINGE & LOCK STILE O SIDELITE TOP & BOTTOM FRAME 15 SIDELITE JAMB COVER .328 135 .070 .625 �.2<5 1.060 O t4 ASTRAGAL ADAPTER SHEAR BLOCK 4. 010 DOOR FRAME JAMB SIDELITE FRAME JAMB 8 SHEAR BLOCK PLATE --11.061♦* .310 � .080 -.120 d .505 -+1.870 F� SIDELITE MATING JAMB 125 .500 F-4.000-I 16 SADDLE THRESHOLD .675 .995 .I050 -- 1.184 F- 1, to GLASS STOP (LAM. GLASS) Ir•,20 .995 .062 t 050 GLASS STOP (INSUL. LAM. GLASS) LIL �m z aIL 6 0n' e IL 05�� C1o�."I r� o 9H.q O w yyMt; .3 J 0z J QW012F PRODUCT REVISED —complying with the Florida Building Code NOA-No. 17-1226.05 Expiratlon Dat. 08/0812023 By M,a roduot Control FEB 1 5 2018 92 •. *� %�Q A or •'�lV: drawing a no. . ... . . . ... .. ..• . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • • .. ASSEMBLY FASTENERS TO BE INSTALLED • • • • PRIOR TO JONHG MATING .LAMBS - • • • • • • • 1 1 HOLE CAP 1 ACCESS HOLE 1 1 1 MATING JAMB i 5 SEESHEET FASTENERS I FOR DETAIL 2 46 I el :.l•, I ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO MOWING MATING JAMBS � PRODUCT REVISED as complying with the Florida I� BuildingCodeNOA-No. 17-1226.05i i Expiration pate 06/0812023 By Mia �--ct c °e o„ FEB 1 5 2018 �•' i(� ;Qr OF.��` a n � drawings no. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • ••• astpplt0o: ... •• •• •0*0 •• ••• ••• ••• 5200 W. CENTURY BLVD. LOS ANGELES, CA 90OJ51 • • • • • • • • • Smooth / Wood Grain / lhhlte K&I gain; Rustic / Maf 6gbriy • • • • • • • • Series O Fiberglass Door INSWING / OUTSWING "IMPACr' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shah be as listed and spaced as shown on details. Anchor embedment to base material shah be beyond wan dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this product g complies with FBC Sections 1609.12 & R3012.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC ' Sections 1609.122 & R3012.12.1. g 5. For 2x stud construction, anchoring of these units shah be the some as that shown for 2x buck masonry construction. N = 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. r7. OutsMng configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. s TABLE OF CONTENTS SHEET# DESCRIPTION SHEET# DESCRIPTION I Typical Bevatiors, Design Pressures & General Notes 8 Horizontal & Vertical Cross Sections (Direct to Masonry) 2 Door Panel Detail 9 3-point lock details 3 Lite frame details and glazing detail 10 3-point lock detail 4 Horizontal & Vertical Cross Sections (2X Buck) 11 Buck and frame anchoring 5 Horizontal & Vertical Cross Sections (I x Buck) 12 Components 6 Horizontal & Vertical Cross Sections (Direct to Masonry) 13 Bill of material T-1 Vertical Cross Sections (Thresholds) 31M MAX. OVERALL �l I FRAME WIDTH I Z 3 z O O wfn > j O O zo �i MAX. DESIGN PRESSURE (PSF}_ - CONFIGURATION 'FRAME,. POSITIVE NEGATLVE "DIMENSION x 37 5" x 82.0 +75.0 -75.0 See sheets 2 & 4 for hardware and ite frame design pressure limitations �, i '• n n � A * �•� =fin =V� ���.,• `� c of n o z° UN •• y 2E —Z 0 0. = g" 9mCW rn •� d oar m d D a Z IL k EEc a 'Z pJ K zo ozW o � o: a a a — N.T.S. owa By: JK aa- By. LFS FL-15210.4 Eer _I or, 13 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 07" 4s6 �28 •• • • • • 0.,c IR 0.� •` _ • • • • FF • •r—�•••• • CAP (PVC) CAP 11;C)• • • • • • • • • LATCH STILE (LVL) HINGE STILE (LVL) 1 HORIIOMAL CROSS SECTION 2 35.75' DOOR WIDTH 133 2 1 4 2 X O • SEE HARDWARE TABLE SEE HARDWARE TABLE ID @DOOR PANEL KMKSET KNOB: SIGNATURE SERIES + 75 DEADSOLT: SIGNATURE SERIES (980) SCHLAGE KNOB: 'P SERIES (1`51) ±75 DEADBOLT: 91'SERIES (860/62) PAMEX LEVER: FL31 SERIES + 75 DEADSOM FD7 SERIES HOPPE MULTIPOINTLOCK: HLS"W3-POINT TONGUE ±50 ENDURA �MULTIIOWM�T";="M�3=�M(3-Fq� t 75 See sheets 6 and 7 for multipoint lock detalls. TOP RAIL (COMP.) Cip O G1 Q2 fn a G2 am O 0 INTERIOR al a FIBERGLASS SKIN (0.125" MIN. THK.) FOAM CORE (POLYURETHANE- ,• �y•: 1.9 PCF MIN.) BOTTOM RAIL _ rM' *• DACE: 02116112 (COMP.) scut N.T.S. DM Or JK 2 VERTICAL CROSS SECTION °4'" LF5 2 DRAwx+c to. FL-15210.4 sHEEr 2 Or 13 2427 MAX. FRAME WIDTH 20.50' MAX. D.L.O. WIDTH ru 0 W = 5 ° RYP.) n (Typ.) F�— ODL LnE FRAME 24' MAX. FRAME WIDTH 20.7.7 MAx D.L.O. WIDTH U O i = O O w w d 6 o (TYP•) — d v � P)--a RSL LnE FRAME . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • •• • ••. • •• •• • • 5/TCtAM *E • • • •• • • ��t• • • •E •UAL Sluct k (DbW 995) ' OVERALL GLASS THK. • 4" AN� GLASS PVB TER1AYEL AT ANN�ALED GLASS IR SPACE /S' TEMPERED GLASS LUMINUM SPACER 40 TURAL SEALANT A4C PPH SELF DRIWNG SMS INT. Gi GLAZING DETAIL _ IlIEERAMEtAttIE MANUFAC1URl9t ,...PRESSURE MAX DESIGN` . ODL ± 75 RSL ± 60 EXT. 117 GLASS BITE 1-1 /4" OVERALL THK. GLASS 1 /8- ANNEALED GLASS 0.090• SAFLEePVB INTERLAYER 1 /8" ANNEALED GLASS AIR SPACE / I 1/8"1EMPERED GLASS 1/T NOWGROOVE SWIGGLE w/ DELCHEM#80 POLYSULRDE 1/r BACKFILL A6 N 10 X 1-3/4' PPH WOOD SCREW INT G2 GLAZING DETAIL A3 EX . FRAME STRUCTURAL SILICINE (DOW 995) 4 - I — 1.5r D� -LI A5 W- FRAME III I \ > W dGd N •; `� V� V�; E• og %men 9o`Oa V dye �d`a� A4 INf. FRAME c 0 E f0 3a (� v� n 1.06" z12z V �1S WE 02116J 12 0 z WALL N.T.S. U"'- " JK m A6 I T FRAME A7 SCREW CAP aK BY.,LFS ; DRAWNG NO.: p FL-15210.4 a sHEU _L OF 13 O . . ... . . . ... .. .. . . . .. .. . . . ... . . . . .. . • •3 Ki •5 • �: �.� .4 5 6 8 • • • O�' s . ice` .' tmq / • • • • • • • • • • • • • • • • O M1 Z V N •• •• • • • • •.• •• _s Z Em m • 0 qS 9 `o a kg 6 a m Y m IL a. Xe 1 `Z 0 4 O 4 �� Is '1d F 5 5 co 1 x �C-4 1 8 8 5 5 M <F 3 D 8 1-1/4"MIN. N oN 8 E EMB. (TYP.) am �2 N� B 1 2 3 2 1 0 oo x C 7 7 7 DI o c� S 0.1B a a ° L CSINK C n °' D Ya (TYP ) 0.15" C SINK . (1YP) E ° . 1 2 . INTERIOR D rn 7 B 40 7 L� — ---- a�a z • 40 Nq< r.w ° 11 11 58 e 7 Ha lz U N—z EXTERIOR 27 a aic 02116112 87 t t/a•MIN. L E EXTERIOR INTERIOR s scue N.T.S. 9 EMB. ( I 40 ° o Dunn~ En JK m' 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION c„ . W. LFS 4 Outs N Shown linuwing similar) 4 Outsvang shown (Inswing sim lar 4 Outswing shown (Inswing imulor( DPAMNG ND- rc m FL-15210.4 n sHm 4 or 13 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • ice, t, • • • • • • • • • • • • • • • • • • • •• • • • • • ••• •• INTERIOR 1 HORIZONTAL CROSS SECTION S Shown w/ 1 X sub -buck OutswkV shown (Inswing similar) moo. rp ".) 2 HORIZONTAL CROSS SECTION — 5 Shown w/ 1 X su uck Oulsving shown (Inswing similar) EXTERIOR rim INTERIOR 3 VERTICAL CROSS-SECTION g Shown w/ stww1 x wb-buck Outswig n (1"*V simlor) c021612 CE N.T.S. rn: JK 4 Btt 1FS WN16 IIOe FL-15210.4 xr 5 ov1g. l HORIZONTAL CROSS SECTION 6 Outsswingg s own masom R vvh *rft) 6 c . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... •• • • •• • •• • • • • • • • •• • • • ••• • ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• INTERIOR rmu. p I r.1 2 HORIZONTAL CROSS SECTION 6 Shown Direct to Mosoruy Outswing shown (kiswing similar) 3 VERTICAL CROSS SECTION ks,6 Ouown t �vm ;� * Z ice;••. ''•......••• •• \� f z h M \\\ J O O o n c i w Z a C, L 9oia VV a 4 _ maaE t m N.T.S. er JK s c er LFS 3 MM not FL-15210.4 Mr j of 13 a . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••. .. . . .. . .. . . • • • • • •• • • • ••• • • •• •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 7 Outs4ft conrwgurafion 7 kmvim configurafion Z �7 Q: i �• � YO C � \\\V �. U N •• Z ^ e a Eo Z V m o 'LL- N.T.S. a MI. JK c BY. LFS Ow No.: FL-15210.4 :Er Z ov 13 �q . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. . . .. . .. . . • MAX. m ... . ... . ... . 125' MIN. INTERIOR M INTERIOR 5 VERTICAL CROSS SECTION $ Shown Direct to OutswkTg m w/ 49/1 jamb f „r. INrERIOR ,, 1,r• \� CV 1-1/4' MIN. WB. (TYP.) EXTERIOR a // 1-1/M MIN. EMB. (TYP.) 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION Shown Direct to $ Outswing only w/ 4-9/16 O s jamb $ wing only w%4-9/Shown Direct to 16Zjamb i is i r'� MAX. � m •r I b VERHCAL CROSS SECTION $ Shown Died to MawrrX OutswrTg only w/ 6-9/16 jamb rn j 1-1 /M MIN. EMB. (TYP.) %31 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16 lamb INTERIOR c: Av _,D-. It• 110 O i O no UN•• 4 0 gyi V� MdIL.� n �d 8 'Jd tj� �O zo �o m Qtr K - O Rm � Ny a =G X ¢ n < H n rmo. Ti,r.T SGNC N.T.S. 4 HORIZONTAL CROSS SECTION Dn. ey= JK m' $ Shown Direct to Masory arc W. LFS 3 Outswing only w/ 6-9/16 jamb DwYwnc NO -- FL— 15210.4 n sm 8 or13 .. .. . . . .. .. . • • • • • • • • %%% • • • • • • • • X. J�cin �• • i VN :Z • • • .i fY O •• • • !L • • \ vg im�o Eu O \V 0r 9poa O� �da� �f ' c • o Z U 0 2X BUCK 58 8 'pia 1XBUCK G o i DIRECTTO M Q MASONRY o 0 Y �N J 2.17" 5W W w ac a x =j 2XBUCK HOPPEMULTIPOINTLOCKSEi = 25 'a 0 ._ � HLS9000 3-PaiM "tongue' 0 1 X BUCK G a a "re o + DIRECTTO M '~ MASONRY > 2X BUCK 58 I Rq O I BUCK G H N DIRECT TO MASONRY M W WOZ 22 0 �t F so 5 M 1n O �WSWLo x --ii-- } a vi SRKEJAMs a�02 �O Ua= 9 orro. W. JK m' cwc BY.. LFS 3 MULTIPO1Nf STRIKE PIATE IATCH AND DEAD801T STRIKE PUTS pAWM NO_ d 23 25 Tongue"., F'L-15210.4 a MANUAL RAISED TONGUE GEAR SYSTEM ° swsr 9 ov 13 . . ••• . . •• .. .. . .• . .. .. .• . . . . . . . . . . • •.• . .• • .• • .• • VS yl w ice• ,: � Lwn • • • • • • •j h 0.4 ! Z mZo \VVvll "j m aOIL nd d oZ Li o � a cr t3 ZS 5 w ® a� `g oa o n le Ic a a m v � o0 57 N 60 W W Z 62 � h qOO O O a A u 2XBUCK 58 _ z — ^! ■ 1XBUCK G r ® Nwa S DIRECTTO /y� MASONRY o N^Z [1 OATU 02116112 z N.T.S. ° Mr. MI. JK m ENDURATRILENNIUM 3000 STRIKE JAMB DETAIL p°_ W. LFS rc oaAwnc NO, 3 pt. Lock " FL-15210.4 0 sH¢T 10 a 1.3 MASONR' OPENING 2X BU . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • •: • • • 49/16"JAMB DIRECT TO MASONRY JAMB (TYP.) � • 0 i • •• • 0 • •• P (SEE SHEET 8) , e ~I • • D TYP. HEAD 7- a JAMBS 'K—\ to BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete and" j calions at the comers may be adjusted to rtaintoin the min. edge d8tance to mortar johts. 2. Concrete anchor locations rated as WAX. ON Camw must be a*Afed to .,ohlah the minedge distance to mortar jdms. oddtiorwl concrete anchors may be required to eram the MAX ON CENTER" dhrerebn are not exceeded. 3. Concrete onniror table: ••• • ••• • , �. rT(TYP-) O d • • • • • SEE HINGE L 2X BUCK • • • • • • • e DETAIL (TYP.) G I BUCK DIRECT TO D 5 MASONRY7L MASONRY OPENING TYP. HEAD co & JAMBS FRAME 0/16- JAMB M _ O 2X BUCK 6-9/16' JAMB N DIRECT TO .> MASONRY O _ JAMB (TYP.) (SEE SHEET 8) ADA SILL ) ONLY - ANCHOR i -` - ANCHOR -- - - MIN:,_ - MIN. CLEARANCE MIN, CLEARANCE TYPE . ': owt 'EMBEDMEM _ TQ MASONRY TO ADJACEAM: . ITW 1/P TAPCONa ELCO ULiRACON 1/C lTW • 3/16" 1-1/,r AS SHOWN TAPCON I 1, WOODS MISTALLATION NOTES: Mahtch a mhhx" 5ff edge distance. I"end distance. d I"o c. spacing of wood screws to prevent the spfttkg of wood. ill Lu STRIKEJAMB FRAME ANCHORING HINGEJAMB W w o Masonry construction n L, DIRECT TO DIRECT TO o0 DIRECT TO M MASONRYMASONRY MASONRYY M > j _ G IXBUCK IXBUCK1XBUCK G 2X BUCK 92XBUCK 5858 2XBUCK2XBUCK L 11iXBUCK 11 DIRECT TO%1 02 MASONRY 11 sw N.T.S.12 � .T DIRECT TO 11 MASONRY G IX BUCK ewc. W. JK 27 58 2X BUCK cm Rio LFs C•AwE1C tma LATCH 6 DEADBOff DETAIL HINGE DETAIL HINGE DETAIL FL-15210.4 SHLET 11 a 13 6 InlsMng Ouhwing A i a Ci OUISWIN G IHRESHOID 30 O ( ) oU1SWING IHRFSHOID olP (GOSH) OUISWING iNRESHOID 33 Endure [ISeiies) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... .. . • • . • .• . .. . . � i i • • •• • • • � 4�• • • OUISM�IIfG,WR� 01D 34 C.k.W Kph Dan )SD1) oursenNG n1REsxoID 31 colun�ia (575) INSWING THRESHOLD CdurnM. WWlil NG THRESHOID INSWING MRESHOID 36 tea Rom) 37 DIP lacsi 1 'i�/- L � D.V a wE ,%ERSiRIP Endure Force 5 f- a 2.DQ8' —+{ O 8 DOOR 801TOM SWEEP �4w� ^moo N� DAM D2 16/12 SONZ N.T.S. 29 ADA IHWHOID oxr. W. JK D, r:F:L LFS-15210.4 12 a 13 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ., •�� o �:� �U n W. �• 7- �L� • 0` t UN •• V Z O=U a 41cw ♦ w VE 0 3a d c o 2y o w � o � am dI o 00 8 a } m 0 tt Rq l�V N N N Z en o� ✓v k' > > ° ti - w = ^no g i Z [°t N DAM 02116112 i N.T.S. ° DM W. JK m' a ax. W. LFS 3 aaww° NO.: m FL-15210.4 0 sxXr 13 OF 13 ON BILL OF TE • • • • • A 1 X BUCK SG >= OSS WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4"MAX. SHIM SPACE • • • • • • • • • • - D 1 /4" X 2�3/4" PFH ELCO OR RVY CONCRETE SCREW • • • • • • 2.0 • STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONfORMIN T A I � � • � 301 OR HO CONCRETE SKETCH OF BOUNDARY SURVEY SCALE: 1 " = 20' A � v v v 0 C N 3 N n - v= N o �- c C..2 J m'� E � C 7 C tJ) /R •s n o v n�'� v°'i E c ` LEGAL DESCRIPTION: of _ - _ - o 0 N d � dv o-� � �vu c 0 v a,'as .iS o v r_ W o 0 0, •.•- a vEoo°' N C, Q � ..................................................................................... 1 2 n STREET �::"::"::�: :: N.E O d S LOTS 3&4 BLOCK 91, ,OF AMENDED PLAT OF MIAMI SHORES SECTION 4, n o _ ._ a L ......................................... 75 TOTAL;:: ; ::::::::::::: ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, u I N -....... ::.... :-::-:::-PUBLIC ::: R W :-::-: :::::: �-::-::-::-::�::-::-::�::-::�::-:::;;•::•:' -:: PAGE 14 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. E Z La c„ o c.i aaoaa ,, ° Asphalt Pav emen '��- �E ^� � CERTIFIED TO. c� a o_ T v 5 a- O Ln � u1 Ram Property Solutions LLC ,u ?o`El L O EL Ln E M m M 22.5' Grassed Parkway a2 t or cvi 5o � i� y�vll II Z II �oSt a: II y� -� J) to o CC a ma y x II II II y y= o �� N � €L v Eve- . a _ "� 41 o o , ... 5 . Co . LOCATION SKETCH (N.T.S.) " � " m-gv o o`L �, : ' ° e.• ,. 0' Sidewalk :. ' .� °' i 100 0 (M&R .� , 15 .4'(M) F.I.P. o v t=ago o F�.3.2 . F.I.P. .w.._« ww..q Cam"'"' v H ��oo �� 3 0 D H ,c 1/2.0 M s'v Sl l� • O (no cap)^`}U W .fU D.'+s 4 Y o g v y u azzoma� n H R w t L6 rn a o O — •r = d N o a2 fn N � 0 41 @ � o 0* M V .� � w � y` s H•e .'yy��j.r � S S 2 i n w V[IfMIL mi O I Q _� L� J QAttliur'Noodary Wrk w„k M� :v:N :u2mx nw ww;a �4'E� v �i o w z O _x J J uru s y o a 3J2,1 o u 14.05' v v t m u a2 II Y� mIl vi' > , 0.2'cl >s >s x- 12.7' 13.6' 13.6' 0.2'cl *M LLI Sn,ewozoeecoo�ro ` o aN b of Tiled —�f — 0.9 cl Z - n N Steps 3.0' A�C `-R= d V: (2x2') uavi `o u E ->�o w ">>�c� �` L o' N v�E�a,=u`rp5 E O � V N._ N Y Ea`5om-a N L 5_ (Con 4'x4 (O yi2 dtg b-°'r.���€��= d� 3 s O O M 6' Wood Fence 4 H-� C'•�r.►o: II 'o oa a� t E�u2i vi 11 p -� c r r� • • • • � -2 �� aa7 - 1 STY C.B.S. Of • • • • • • • 'Q= o = • _ -- '� RESIDENCE �_ rn + • •..••• E o `•�S !�o w ,v a a O No. 466 � m 0_ • • • N i5 `� �- �=�ar� • O •c • • 1� u) i v_ �n c� _y M L O] O_ `� 1 2.7' 29.00' O I • • • • • • • �0�� e d O LLLLL o lf) • • • • • ••• a7or :0• •••? Fco2ii3�jp• �p O L LL-LLN tr) J O7 O_ •••••• • •T o mho a 5 � + m Lo J LI I I,.L 12.D .. ***see :••••. • c •Qv�34 t� • .••• p� d `' — 14.05' 25.2' .... •S ose 6, N •••�•• • 2< - " • �: o, 5g, • • u �:� �:�:� ih 4' C.L.F. •.•••• • • • • • • � •o � t'2 • ._ems o • • • • • • •� a�_L E3 O :'•':..v.::::'• 19.1' •••••• r 9 a o L2 tio -Z> 4' C.L.F. :: aai > 12 3oZ �mL�-'�'a s= > : A C F�(L�2') o_ u.+molz�U o c 0j2'cl yy c E % IE O t N .....: T ts w g a� a °u 1/2 d1.l)'CI (no cap P r gy�"; ��u� r o — — — — — — — F.I.P. o d o 0 0 �- v E � II U I W II u ��S�.Sb�<z5 T N � ::.: ,. :::100 00' M&R:: ""'�""' ............ :•::: ALLEY::':'::::::::•::::::::•:::•::•:::::•:•:.. 1 /2'd no ca ( P) NOT VALID UNLESS BOUNDARY SURVEY I hereby certify that this Survey meets the Standards of E c o • • , L -• :"::N ::: ,15 ::: 10 Asphalt Pavement "..........::'::• :::::::• • ::::: ": " " " " " " " P " IT BEARS THE SIGNATURE AND Practice as set forth b the Florida Board of Professional GUILLERMO A. GUERRERO y _� gc E € ; o z w THE ORIGINAL Surveyors and Mappers in Chapter 5J-17 Florida Professional Surveyor & Mapper No. 6453 „8 q-�- a O F- N F _ _ _ _ RAISED SEAL OF FLORIDA LICENSED Administrative Code, pursuant to Section 472.027 Florida 682 East 21st Street,Hialeah, FL 33013 Statutes. c c v ` Q c o =m - SURVEYOR AND (305)333-3328 Cell Field Date: OS 13 18 PROPERTY 5 o any a2 $ n d o� w c� 8� ADDRESS: 466 N.E. 102nd ST., MIAMI SHORES, FL 33138 MAPPERG1116.84(0guerreropsm@aol.com . GUERRERO LOWEST a a, H� Of v o m� FLOOR ELEVATION N A FLOOD ZONE BENCH MARK USED X COMM/PANEL No. 12086C 0302L PROFESSIONAL SURVEYOR & MAPPER No. 6453 u CD = II � II cI.I2 lml" LOWEST ELEVATION ADJACENT GRADE N A BASE FLOOD ELEV. " N A DATE OF FIRM 09/11/09 COUNTY NSA MIAMI—DADE NOTES\REVISIONS BASIS OF BEARINGS: N/A SCALE 1 22=202 N0' GG-18-466 NOTES: