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WS-18-2064Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-8-18-2064 Permit Type: Windows/Shutters ' ork Classification: Window/Door Replacem Perm Permit Status: APPROVED issue Date: 8/2/2018 Expiration: 01/29/2019 Parcel Number Applicant 330 NE 96 Street Miami Shores, FL 1132060135970 Block: Lot: SETH BRAMSON Owner Information Address Phone Cell MYRNA BRAMSON 330 NE 96 ST MIAMI SHORES FL 33138-2718 Contractor(s) FLORIDA SOLAR & AIR INC Phone (305)428-2555 CeII Phone Valuation: Total Sq Feet: $ 14,916.00 0 Type of Work: REPLACING 7 WINDOWS SIZE FOR SIZE T No of Openings: 7 Additional Info: REPLACING 7 WINDOWS SIZE FOR SIZE T Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.00 $2.55 $2.00 $3.00 $170.00 $9.00 $12.00 $207.55 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-18-68415 08/02/2018 Credit Card $ 207.55 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELE , _ . :ING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS construct t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating re, I authorize the above -named contractor to do the work stated. �l Zt L-- ,cab' 12Zr1 August 02, 2018 u onzed Si • nature: Owner / Applicant / Contractor / Agent Date Building Department Copy August 02, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-309600 Scheduled Inspection Date: September 19, 2018 Inspector: Naranjo, Ismael Owner: BRAMSON, MYRNA Job Address: 330 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA SOLAR & AIR INC Permit Number: WS-8-18-2064 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060135970 Phone: (305)428-2555 Building Department Comments REPLACING 7 WINDOWS SIZE FOR SIZE TO IMPACT Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid Wractio Passed Comments INSPECTOR COMMENTS Inspector Comments False September 18, 2018 For Inspections please call: (305)762-4949 Page 9 of 26 Namne Date By / ALL, FEDEFIAL P : = q h • (CCP - GCp i) V (mph) 175 1620 FBC for HVHZ, or Fig. 265-1a Risk Category 11 Table 1.5-1, page 2 Exposure C Section 26.7 Kd 0.85 Table 26.6-1, page 250 Kn 1 Figure 26.8-I, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0 dcgrc. Iheaa 14.O degrexs 0 Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334326 FL. CA # 009217 ns and limitations of U Wind Velocdes in South Florde Dade Broward Palm Beach Risk Cat. 1 165 156 156 Low risk to humans (farms, shuts) Risk Cat 2 175 170 170 Single Family Residenets Risk Cat. 3&4 186 180 180 Essential Facilities 1 Charts provide wind pressures based on the mean roof height. And shall not exceed 80'-0". 2 Design pressures are for an enclosed builinding (shutters or other impact resistance protection required). 3 User shall determine the mean roof height, ( Eave height t Roof Peak)/2. 4 End zone distance is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3'-0" 5 If 50% of a component is in a particular zone then that component is considered to be in zone with the majority of the area. If questionable then place in Zone 5 6 Each component, window, door, mullion has a tributary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. 7 For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. 8 Wind pressures are based on Allowable stress design. 9 Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') 10 Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE #56214 or Mark LeBlanc, PE #35683 or Adam D. LeBlanc, PE#77012 11 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2. This calculation is vaild for FBC 2014 (5th edition) and 2017 (6th edition) 12 No reduction is taken for slopes less than 10 degrees. Mean Roof Area ofewmponeat Arse of nmt / Arca nfcomponmt Arca o5.0sf coupon/Tit 1• Area ofcomponan l Arca of component Arca of component 1'' Arca of component Arca ofcomponart Arca ofcomponart Arca ofcomponon I O.0 sf I5.O sf 2UOsf 25.0 cf 30.0sf 1 35.0 sf 49.0sf 45.0sf 50.0 sf 55.Osf 60.0 sf Zone 4 Zone 5 Zone 4 1i Zone 5 L Zone 4 ) Zone 5 Zone 4 Zone 5 done 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 `Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 /Htdght 40.1 40.1 38.8 38.8 38.4 \ 38.4 37.9 37.9 / 37.5 \ 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 -42.2 -51.3 -41.8 > -50.6 -41.4 -49.8 l -41.0 J -49.0 -40.6 -48.3 -40.2 -47.5 i -39.8 I -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 ` 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 -41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -41.3 -48.8 -40.8 -48.0 -40.4 -47.2 -40.0 -46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 -40.5 -47.0 -40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 -42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 -48.3 -41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 -48.9 -41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 -48.5 -41.4 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 -47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 42.7 -49.9 42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 -49.5 -42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 47.0 -57.2 -46.6 -56.3 -46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.4 • • T1I: : 4:8 • • .41.: •• �l, • 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.3 -55.t -45.80 .5.2 • •454 • 43.3 -44.9 -52.4 -44.4 -51.6 -44.0 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 • • 421 : 4:1 • �41.� • • 41%• • 41.1 41.1 40.7 40.7 40.123t111f 40.2 29 -49.9 -61.6 -48.5 -59.0 48.0 -58.1 -47.6 -57.2 -47.1 -56.3 -46.6 -55.. • •1f•20 656.6 • -45.7 • 47 7 -45.2 -52.8 -44.8 -52.0005113 1!If.N7Zt 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 Oct \ 0 A, Moi 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -45.1 s` jR,r " :4 4 . 6 • •;y�3,NIN • ••. ••• . . • •• • ••. ••.• • • • • • • • • • •• • • • • • •. • • •• • • •• •• •• .•.• •••. • • . . • • • • . • • •.. ••••••• • ••. . .• • •• • • • •• • •.•. • •• • • •.••• • .••• • • • • • • • Ns JU 7701 ZO n Home Owner 'Seth Bramson Address 330 NE 96 st. Miami shore, FI. Date 07/23/18 MARK Window/Door SGD, mull WIDTH (in) HEIGHT (in) Window/door replaced? . (y/n) Product Approval # Allowable pressure see NOA Shutter required? (y/n) Product rated for impact? (y/n) Location of opening (+) psf (-) psf 1 (3) HR 109. 61. y 17-0918.09 60 60 n y Family Room 2 HR 72.25 61.375 y 17-0918.09 60.2 60.2 n y Family Room 3 HR 72.25 61.375 y 17-0918.09 60.2 60.2 n y Family Room 4 HR 72.25 49.25 y 17-0918.09 65 65 n y Dining Room 5 HR 72.25 49.25 y 17-0918.09 65 65 n y Office 6 HR 72. 37.875 y 17-0918.09 65 65 n y Office • 7 HR - 72.5 36.75 y 17-0918.09 65 65 n y Kitchen 8 y n y 9 y n y 10 y n y 11 y n y 12 y n y 13 y n y 14 y n y 15 y n y 16 y n y 17 y n y 18 . y n y 19 y n y 20 y n y 21 y n y 22 y n y 23 y n y 24 y n y 25 y n y 26 y n y BramsonTemplate Ledger .. .•. • . . • . •. • • • • • • .. ••• •• • • • . . •. • ••• ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • •• • • • • • • ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • MIAMI• COUNTY NT • •i t . BOARD AND CODE ADMINI OF ACCEPT CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 COPE: TION TORY AND ECONOMIC RESOURCES (RER) DIVISION CE OA MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m is mid a4 .gpy/eco no m v • ' • - i g issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by tJ .Authority Having Jurisdiction (AHJ).• •• •• This NOA shall not be valid after the expiration date stated below. The Miami -Dade cent.% Product • • Control Section (Tn Miami -Dade County) and/ or the AHJ (in areas other than Mfatii'-Dade CGQnty) reseftb• • • • the right to have this product or material tested for quality assurance purposes' 7fthrs product•or material...: fails to perform in the accepted manner, the manufacturer will incur the expense. t s'U'c h testim$ and•the AtIJ may immediately revoke, modify, or suspend the use of such product or matetpill: Yv; thin th$F juorisdictiQ .:.. • RER reserves the right to revoke this acceptance, if it is determined by Miami-Dat,g6unty erdtlget Cont;nl.. • • Section that this product or material fails to meet the requirements of the applicable.buijding code,. This product is approved as described herein, and has been designed to comply with: the Florida Buildi�j..:. 'Code, including'the High Velocity Hurricane Zone. . (LM ..I/SMI) ",sheet DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window- L.M.I..• .'. • APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 A1u oriz. Sliding 1, 11 2s, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by A1-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 BELING: Each unit shall bear a permanent label with the manufacture4name 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 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. Zr NOA No. 17-0918.09 Expiration Date: September 22, 2020 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 I5-0512.05) 2. 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 "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • • . • •••• B. TESTS •"• '•• • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-9 •' • • • 2) Uniform Static Air Pressure Test, Loading p r'BC, TAS 202-94' • 3) Water Resistance Test, per FBC, TAS 202 9.4. • • • • • 4) Large Missile Impact Test, per FBC, TAS•2O494 : '.. • 5) Cyclic Wind Pressure Loading, per FBC, •AM03-94 • • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-944 • •• along with marked -up drawings and installation diagram :of. a aseries•S� nninel 1241• •.: 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. 15-0512.05) 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, Duraseal4 and Super Spacer® insulating glass spacer, prepared by Certified 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. 15-0512.05) E-1 orge M. Plasencia, P. E. Prodbct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Ftip.ort No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C•Patel, %L. • (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94' . 2) Uniform Static Air Pressure Test, Loading Re;• `$C, TA •02-94 3) Water Resistance Test, per FBC, TAS 202 %4.. • • • • • • • 4) ' Small Missile Impact Test, per FBC, TAS 10144 :•. • 5) Cyclic Wind Pressure Loading, per FBC, 1•AS•203-94 • • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 4112•-V' • •� along with marked -up drawings and installation diagram ,of 0series"ettitinel; • aluminum horizontal sliding window, prepared by Hurricane st:Laboratory, LLC., Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed•b;.4inu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by AI-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic 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. E-2 ge M. Plasencia, P. E. Produ t Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 20I7 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 Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. • • . . • .••• • •• • • •• • .. . Statement letter of conformance, of complying with FBC 5thT • • • • . •••• •••• 3. Testing Proposal issued by the Product Control Section, dated'(;4/08/15,'signed by ., Jaime Gascon, P. E., Section Supervisor. • • 4. Laboratory compliance letters for Test Reports No.'s eX.LA 305E • yyA., dattel• • •• . 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dateda/A/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. HTL-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.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "I" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. E-3 orge M. Plasencia, P. E. ro8uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 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 Resources iRER) . • . .. • ..• . E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray AmerHa Inc. fo r: f1 if "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayin;,dated Q1/19./17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Aml1q' inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiing 4.07I(14/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chei i lCompppy.(MA) for their "Saflex CP - Saflex. and Saflex HP Composite Glass Interlayees.w1tit 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 5th Edition (2014) and FBC 6th Edition (2017), dated 08/30/17, issued by AI-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. E-4 orge M. Plasencia, P. E. r' • uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 .. . . TYPICAL ELEVATION FIANCE WIDTH uAx. • • n FALSE UU FNS (SURFACE opnAFPIIED) II 11 11 II 5 32 7/6' O.L OPC. 36 3/8- VENT WIDTH • II 32 7/6' D.L CPC, 5' MAX. TYP. r Mra SINE AWL AMCW34 REDO. AT CL RER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' Pu&1. WIOTS AT IEAD/S61. FLANGE Sc FLANGE ADAPTOR FEAIIME 110- s 1/2' BUCK WIDTH 13 5/16' N � 1 3' MAX. HEAD/SILL m. ll r Q II I F R 11 jj F y ° II P. O ic II ° ® M. it ii 1 1 I II !I j /•. ..I/ Y FALSE MUNTNS (SLAIFALZ APPLIED) 32 7/6' 32 7/6' OPTIONAL (IL OPG. . • 36 3/8' 0.1 OPG. FLN FRAM m 5 ,/2' UAL 8 I' 1 I ,1 / i/ / R II FALSE N3NTINS (SURFACE 32 7/8' D.L OPC. F T41,1,Fd3LEBAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WNDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR STDE BY SIDE COMBINATIONS OF H.R./HR OR HORIZONTAL ROLLING VON OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIMII-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER 0ESICN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE STS(UA. THIS PRODUCT HAS EWEN DESIGNED AND TESTED TO COMPLY WITH THE RECUREMLNIS OF THE 2014 (51H EDR1011)/2017 (6714 EDITION) FLORIDA BULDWC CODE NCLUOING HIGH VELOCITY HURRICANE ZONE 062). ,BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED ARO DISTAU.ED ADEa,ATELY IORTRANSER:WPUBe' PR06UC& LOA• TO THE BUILDING STRUCTURE• •, • • • • • • •D& ANCHORS SHALL BE CORRCSION ALLED PER NS ��M BASEE• ALATERIAL DOLL BE Derma ' • • • • • A WAO DURATION INCREASE IS USED IN DESCH OF ANCHORS INTO WOO ONLY. ALL WOES 10 BE HIGH OEACT, NOH-IETALUC AND NON -COMPRESSIBLE MATERIALS NCUOINC BUT ACT LIMITS, TO STEEL/METAL. SCREWS, THAT CONE INTO CONTACT VAIN &HER WIERUIS SHILL MEET THE/ - RECUTREIIDRS OF HE 211r4/t317 RAMA BIDG. Oil5C3•& ADOPTED ETMpAR•S. • THIS PRODUCT APPROVAL is AMC 43T` INFCNTAA.rE)A • • FOR A SEE SPECIFIC La ETY rA1C}, ADE�UAG: • • OF SLRUCIUT RECEIVING AND A*)LOD OPEAFTCG R)R • • WATER INFILTRATION RESRT ETC. • • • CONDITIONS NOT SHOWN N THIS OFUWONG ARE TO BE ANALYZED SEPARATELY. AYD TO IX REMENED BY IN LDNG OFF1CHL. VOL. ANCHOR RECO AT C£10ER OF ALL PANELS FDdD OR OPERABE ABOVE 30' PANEL NODS A7 HEAO/SX•L PRODUCT REVISED as eanpIyodlvii with the Florida • Building C NOA-HN . 17-0918.09 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT o g 0 v 3 8 E drowing no. W1O—I8 tIh•Ot T clip TYPICAL ELEVATION 6' IMK HEM/SILL FALSE HUKR•S (SURFACE APRIED) OPT1a+AL i 17 24 1/2' 5 FLANGE MOTH 49 S/6' D1 OPC. 28. SENT MO'1+ O.L OPC. 5' ILO. TTP. RTC. STILE AWOL ARE/OR REC . AT CENr2R OF ALL PANELS FI%EO oR C't ai ABOVE 30' PNQ worm AT HEAO/SILL 110' 5 1/2' LOX. BUC9 MOTH 13 3/16' MAX HVD/9LL S'� IIEAD/OLL itTG. STILE 1 ii ii n n u u ' u Y NJ O C • • - - �r II 11 4i 4 - 11 11 6 u / u O 11 ./ II to oi J 17 11 I _..__ a It 11 u u n tou D to 17 11 u O / ./ V a • -L. /j�1 FALSE MAMN RS / (SURACE) T 24 1/2' i . 49 5/9' . ., -- •` of OPc. o.L CPC. ` 26'__. FIN FRAME 1 110' RANGE MOTH • yMAK HEAD/SILL S" MAX TW. ® -7 ITC. STILE 11 t _ cv St ee O __ I c - f� it- 11 II II 11 /. n 11 '/ IIIt it ii 1 11 7 11 II it it II nitII e 1 _ 1 1 /. FALSE LIUMTII.S (SURFACE) 24 /2- 46 6/6' ` r CfT(iER OF FOOL N40109 MOO. ALL Po CPT IOPPL ILL OPC. oA.. OPG. FIXED OR GPER16lZ ABOVE 30' PNC. 26' AT HGO/SP.L SAL LEG FRAME •• • • • • • • • • •• • • • • •• • • • •• • • • •• • • • •• PRODUCT REVISEDtll the Tyieg with .1oe,a• ••• NA-N •.• • • ••• •O.. •d•17-a918.O8 • • • • • • grPErntiq ORO • • • • • • • •' • • •• • • • 1i- _ • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • MOTH$ 1 8 1 ..y� 1 a � iJ drv-ing no. W10-18 (sheet 1.1 of 1_1) 8 DESIGN LOAD CAPACITY - PSF (X0 0R OX S P FLANGE DMS. BUCK DRYS. STD. YTC. HD. 1[fC. PAR CLASS TTPo 'iS A1'. Teel' 61166 Ma '3 8le w10D1 EEIGMT )90T11 MEANT . -) EXT.(+) TNT.(-) 26-1/2' 37. 53-1/6' 74' 26. 25-1/2' 36' 52-1/8" 73' �. 65.0 650 610 90.0 650 65.080.0 90.0 65.0 65.0 60.0 90.0 610 650 610 90.0 26-1/2' 37' 53-1/6' 74' 38-3/6. 25-1/2' 36" 52-1/6" 73' 37-3/8' 6✓'.0 65.0 610 90.0 65.0 65.0 60.0 900 65.0 65.0 80A 93.0 6.0 55.0 90.0 90.0 26-1/2' 37' 53-1/8' 74' S0-0/8� 25-1/2' 52-1/6' 73' 49-5/6' 65.0 65.0 30.0 90.0 65.0 65.0 604 90.0 65.0 65.0 60.0 90.0 65.0 65.0 60.0 90.0 26-1/2' 37' 63-1/6' 74' s. 25-1/2' 36' 52-1f6' 72' 6Y 65.0 66.0 010 90.0 65.0 65.0 SOD 90.0 63.0 00 60e 90.0 602 602 60.0 90.0 (t/261) 660 (1/2w) h OPERATING VENTS TO OE 1/2 of THE WINDOW 9.0DTH 'X0 OR OX' FLANGE FRAMF FLANGE cnis DESIGN LOAD CAPACITY - PSF (X0 OR OX SIXES) PURGE DM. BOCK DOTS. 51D. 1R'C. RAE. H.D. YTS. PAR RD. YTC. PAR 6AASS TYPO TA'Am'. 9.99f OS54 TTFD 7 A iv CIA.$ 1TP66 Y • 'q' w10TH IEIOTr MOTH HO01R ERA.(+) 9R.(-) EXT.(+) w4r.(-) DT.(+) Ilr.(-) 75-3/4' 7e-15/16' 93-1/2" 26' 54-3/4' 77-15/14' 82-1/2' 26' 63.0 63,0 80.0 90.0 65.0 660 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 60.0 Sao 650 65.0 55-3/4' 78-15/16. 83-1/2' 38-3/3' 54-3/4' 77-15/06' 82-1/1' 37-3/8' 65.0 65.0 90.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65A 65.0 80.0 90.0 65.0 65.0 55-3/4' 78•-15/16' 83-1/2' 50-5/6' 54-3/4' 27-15/16. 82-1/2" 49-s/9' MA 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 63.0 - - - - 65.0 65.0 55-3/4' 78-16/18' 83-1/2 63' 54-3/4' 77-15/16' 82-1/2' 62' 65.0 61.0 60.0 900 65.0 65.0 - - - - 610 65.0 - - - - 65.0 63.0 (1//�,1i • OPERATING VENTS TO BE 1/3 OF THE WINDOW wind •XO OR OX' IS' T1Y. 0.10( Don FOtlu I Fr, _RAYF ""--t PRODUCT REVISED .s cwnpylnp *449 O . Plodder Sandhog NOA-No. 17-0918.09 ExpIratbw D.6. 0912212020 by •Gt wt - FLANGE & FLANGE ADAPTOR FRAME . �Q1T�L .AEG FRAME • • • • • • •• • • • •• • • • •• NOTE: • ... GLASS CAPACR1Es ON THIS SHEET ORE* • BASED ON ASTU E1300-09 (3 SEC •GESTSj• AND FLORIDA BUILDING COuuISSIO% DECLARATORY STATEMENT DCAAS-DE.Cw-�215 ; L, u ... • • . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • to14..u' drawing /16e W10-18 (611.•t 2 or 1j) FLANGE DIMS. 11OT1 74' 106-1/4" 111' HEIGHT 26' MATH M DESIGN LOAD CAPACITY - PSF BUCK D 1 . 73" 105-1/4' 110' 25' STD. M1C. RAIL - Cuss R}O 'A7'A•', V971' EXT.(♦) M.(-) . MTG. RAO. g 14) Ro.o TYPO 90.0 65.0 65.0 t10.0 90.0 05.0 65.0 60.0 90.0 74' 106-1/4' 111' 36-3/6' 73' 106-1/4" 110' 3-3 65.0 65.0 65.0 63.0 65.0 60.0 60.0 90.0 90.0 74' 106-1/4' 111' 74' 106-1/4' 111' ( 30-5/6' 73- 106-1/4• 110' 73" 106-1/4" I 49-5/6' 62' 65.0 63.0 65.0 63.0 61.5 60.0 65A 6.6.0 65.0 65.0 65.0 61.6 60.0 60.0 90.0 B0.0 60.0 60.0 60.0 60.0 60.0 (1/ 1) (1/p.) (1/3W) 00.0 90.0 90.0 90.0 90.0 90.0 OPERATING VENTS TO BE 1/3 OF TFE WINDOW WIDTH 'XOX' DUCK 0 15 J1' TTP. FLANGE FRAME FLOC( OILS r DESIGN LOAD CAPACITY - PSF (Y02 SIZES) FIANCE DIMS. BUCK DIMS. 6T0. MTG. RAD. ILA MTG. BAD. BA. KIC. RAIL CLASS TTPO Toll'. TA71' 4A43 TTP93 T A 11' OILS TTPO r A 'CI' MINH HOAR WDTH NOOIR CO.(i) 1NT.(-) OO'{t) OR.(f) I INT(-) 74' 106-1/4' 111' 26' 73" 105-1/4' 110' 23" 65.0 65.0 O3.0 90.0 65.0 65.0 65A 65.0 60A 90.0 65.0 65.0 65A 65.0 80.0 90.0 63.0 65A 74' 106-1/4' 111' 36-3/9. 73' 105-1/4" 110' 37-3/6" 66.0 65.0 60A 90.0 65.0 65.0 65.0 65.0 660 65.0 60.0 60A 90.0 90.0 65.0 T! 65.0 65.0 1 65A 74' 106-1/4' 111' 30-5/6' 73' 106-1/4' 110' 49-5/6" 63.0 65.0 ea0 90.0 6s.o i 66.0 45.0 63.0 65.0 65.0 74' 106-1/4' 111' 63" 73' 105-1/4' 110' 62' 650 660 60.0 90.0 65.0 65.0 63.0 63.0 65.0 65.0 BUO! 0615 (1/2W) (1/w) OPERATING VENTS TO BE 1/4 OF THE W940OW WIDTH EQUAL LEG FRAME BUCK d14S FLANGE ADAPTOR FRAME • • • • • • • • • FIANCE 065 PRODUCT REVISED su��wwo it with the FIoAd• NO�ira' 17-0918.09 lxpfwtlow oab09/22/2020 Mows spa FLANGE & FLANGE ADAPTOR FRAME •• 'EQUAL LEG FR4y{E •• • • • •• • NOTE: • • • • • • • • • • GLASS CAPACITIES ON THIS SHEET At • •• • •• •• •• •• •• • • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. MISTS) • • • • • • • • • A.ND FLORIDA BUILDING COMMISSION • • 411,0 • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-419 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • I 2 0 u G Y 1 Y 0 .2o t g c olt la 1 J i drawing no. W10-18 'e_hew12.10f 11) DEMON LOAD CAPACITY - PS? (X0 OR OX STZFS) BUCK DOLS. 81D. MTG. RAM R.D. 650. RAIL 01*51 Tl1105 'A'YAI. Yk11' GLASS MI5 Y k '6r YID114 NOWT 6XL(+; ANT.(-) Erg.) arr.(-) 25 -1/2- 3.9• 52-1/0. 73' 25' 65.0 65.0 800 80.0 65.0 650 60D 60D 65.0 650 804 60.0 65.0 65.0 80.0 80.0 25--1/2' 36' 52-1/8' 73' 37-3/6" 65.0 65.0 80.0 DC D 65.0 65.0 80.0 8C.0 65.0 65.0 80.0 60.0 610 65.0 80.0 80.0 25-1/2' 36' 52-1/8' 73' 48-8/8' 65.0 610 80.0 80.0 650 65.0 80.0 80.0 65.0 6.0 60.0 80.0 654 65.0 80.0 60.0 25-1/2 36' 52-1/8' 73' 65.0 85.0 60.0 60D O2' 85.0 65.0 50.0 . 800 65.0 65.0 80.0 80.0 602 SC.2 80.0 80.0 OPERATING VENTS TO BF. 1/2 OF THE WINDOW WIDTN 'X0 OR 0X' BULK DNS FIN FRALIF DESIGN LOAD CiPACI Y - PSF (X0 0R OX SIZES) DUCE MILS. STD. MTG. RAB. 831. YTS. RAIL R.O. MTG. RAIL 16*0 MIS 'AVM, Yk-.P 1dA55 11PL4 T k 31' CLOS 1TPIS Y • 'a' MOTH HOOIR 011.(+) *LC-) 1Q.(0 ANT.(-) 6Xr.(+) 6+T.(-) 54-3/4 77-15/16' 62-1/2' 25' 65.0 650 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 650 65.17 65.0 65.0 50.0 80.0 65.0 85-0 54-3/4' 77-15/16' 62-1/2' 37-3/r 65.0 65.0 50.0 80.0 65.0 850 65.0 65.0 60.0 60.0 65D 65D 65.0 65.0 60.0 00.0 63.0 65.0 54-3/4' 77-15/16' 62-1/2" 49-5/8' 65.0 65.0 80.0 60.0 65.0 654 - - - - 65.0 65.0 - - - - 65.0 85.0 54-3/4' 77-15/16' 82-1/2 62' 65.0 65.0 80.0 60.0 85A 65.0 - - - - 65.0 85.0 - - - - 65.0 6103 (1/o) 0 0 ! .- (Z13•'i 'L) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR DX' �r- •• ••• • • • • • •• • • • • • a • • • • i •• ••• •• • • •_ ..�' NOTE: • ••• ••• • • • GLASS CAPACmES ON TFIS SHEET AJ1 • • • • • • • • • RASED ON ASTM E1300-09 (3 SEC. CASTS)• • • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • • DECLARATORY STATEMENT DCA05-DEL'-A9 • • • • • • • • • • s.. s • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • PRODUCT REVISED 6.0adInla wa wIM the Florida r40A-s0. 17 0918.09 lwprano• Oats 09/22/2020 act Control FIN FRAME Tim 161111111 k= 0. r, 51 1. 5 6 88 1 1 dro ono 60. W10-18 meet 3 „Of 1� DESIGN LOAD CAPACITY - PSP (EDE SIZES) SUCK DIMS. STD. MTG. RAM H.D. MTG. RAIL GLASS TYPES '4'a'u'. Toll' CUSS mts '3' k 11' MOM NOCHT CO.(.) xrt-(-) EXT.(+) Mn.(-) 73' 105-1/4' 110' 25' 65.0 85.0 800 60A 65.0 65.0 80.0 30A 65.0 65.0 80 0 60.0 73- 101-1/4• 110' 37-3/8' 85.0 610, 65.0 65.0 80.0 30.0 80.0 110.0 65.0 65.0 60.0 80.0 73' 105-1/4' 110" 73' 105-1/4' 110' 49-5/8' 6r 65.0 esA 80.0 80A 65.0 6S0 3.0.0 80.0 65.0 65.0 65.0 65.0 00.0 80.5 80.0 too 61.6 ate 80.0 60.0 600 80.c _ 80.0 80A (1/s4) (1 3*) OPERATING VENTS TO BE 1/3 Of THE WINDOW WIDTH 'xox' DESIGN LOAD CAPACITY - PSP (x0Y SIZES) DUCE DIMS. STD. RTC. FAD. H.D. RTC. LD. H.D. MTG. 3A6 'A"a'ai'. 1611' CUSS TREES 1_ kTO' CAM 17PO C 8 Yl' moll' 73' 105-1/4' 110' NE1GM 23' 61.0 65.0 65.0 I 35.0 65.0 I 65.0 EKT.(+) 50.0 60.0 60.0 000 000 800 EXT.(+) 66T.(-) 65.0 I 65A 6S0 65.0 65.0 65.0 73' 108-1/4' 110' 37-3/6- 65.0 65.0 60.0 80.0 65.0 i 65.0 65A 65.0 60.0 600 66.0 j 65.0 65.0 65.0 60.0 80.0 610 t 65.0 73' 106-1/4- 110' 4.95/8' 65.0 85.0 80.0 800 65.0 6S0 65.0 i 85.0 63.0 i 05.0 65.0 e2' 65.0 80.0 e0.0 65.0 i 85.0 650 85.0 (1/411) (I/2W) (1/4w) OPERATING VENTS TO BE 1/4 OF THE WINDCW W101N -Taft 7.3®J )(ox• PRODUCT REVISED . s coatplyIng with the Medd. BelldIng N0 Code 17-0915.09 Expiration wc.09/22/2020 • " ',duet Goebel- • "' •• FIN FRAME • • • • • •••' ••• •• • ••• •• `"''''r 1^11;'',, • • • • .•• • • • NOTE: • • • • • • • • • • GLASS CAPACmEs ON THIS SHEET ARE • • • • • • • • • BASED ON ASTM El 300 -09 (3 SEC. ipe/JS) i: • • : • • • • • : : AND FLORIDA BUILDING COMMISSION • DECLARATORYSTATEMENT CCAOS- DEC -219 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • d&owing no. W10-18 (eh..t 3. lot 11) 65.0 65.0 1/8" ANN. GLASS .075" ntedayr SaBu CP WNh PET Coro By 'Eastman ClwrNed Co.' OR .090" Warfare Sane des And Co* Gba By dCo: 'Eastman ChemkCa Tie.0y, By 'Kuravy Amwloa, OR o .C90" Malays Tro.ttel Pm By 'Kuroray. M..rico. 9*' r-1/8 AM. GLASS CD 0 �ff7t7t! 1i 31 c> SILICONE G'E 1200 00* CORNING 899 DOW CORNING 995 A7 1/4 P09R5 ON HOES 90ER 11+AN 36" GLASS TYPE 'A' 5/16' NOW041L LAM. GLASS 1/8' MIN. O1AaS 075" Wes Core By 'Eastman Chemical Co." OR 090" nterwys Stiles Ow- And Cob Glass By 'Eastman Chenbd Co.' OR 1/4' AIR SPACE 090' Interior's\- By 'Nurarcy America. no." I/O' ANN. GLASS 0R 090" Harlot's hoard PVB By '14aaray America. ne.• 1/8' ANN. GLASS 0E 08 92 GE 1200 DOI CORNING 899 NM CORNING 995 1/4- AR SPACE I/8' HEAT 51REN'D GLASS XL EDGE SPACER ST. STEEL Br 'CARDINAL' OR l 01RASEAL Br 'WAND" ER SOPEi SPACER Br'Gl1AHEX• AT 1/4 POINTS ALL SIZES GLASS TYPE 'A1' 0.70' O.ERALL MILL. LAM. GLASS GLASS TYPE 'Bt' 0.70' OVER41 NSR. LW. CUSS (S.M.I. ) N GRCEA TO OUA IFY FOR SMALL MISSILE IMPACT 89599. EX-791AR PLY OF CLASS 1YPE 'AI', '81' & 'CI' MUST BE TENPCRELL I/O' KEA" STROI'D GLASS .075' IntMoy.r Sorts. CP 9Y9A PET Coro By 'Eoetmon Clrriral Ca.• OR 09G" InterloperSan.. des And Coo -or, Glee. By "Eastman Chemical Ca? 0R .090' nterlayr Serty0las 'Kurarvy Americo. Inc.' 090' nt.rloyar TrosNd PVB By 'Kurcrcy Americo, UK.' I/O' NEAT STRE)t'D CUSS SILICONE GE 1200 00W CORNING 899 DOW CORNING 995 AT 1/4 POORS ON DIES WOER THIN 38' GLASS TYPE '8' 5/16" NOI NAL LAM. CLASS 1/5" HEAT STREN•D GLASS 075" Merloyer Saflex CP with PET Con B'Eoetnan 0wmk9 Co.' OR 090" nls+eyer Sono, Clear And Cols Glass By 'Eastman Chemical Co.' \. OR .090" InteriorlyS.ntyGk. By 'Kwsay America, Inc: 090" Interioyar Trastfei PV9 By 'Kursray Amsrk0. Inc.' 1/5' HEAT STREW() GLASS 9 1/4" AF SPACE 1/8" NEA7 STRD41:1 GLASS 1/8' NEAT SIREN'O BASS 075' nl.rbyer S.N.. CP YAW PET Con By 'Eastman Chemical Co.' 0R w Sents9Cl Bar 'Kuraray America, Inc.' 1/8" HEAT STREW() CLASS SILICONE GE 1200 DOW CORNING 899 00W CORNING 995 AT 1/4 POINTS CH L17E5 1111004 THAN 36' GLASS TYPE 'C' 5/18" NOMNAL LAM. LASS -1/r HEAT S7REND GLASS .075" Merloyer S.MA CP WIh PE.' Cart UBR iceman Cnwnloal Co.' .090" M.rloyer B. Kurorcy Am8Aoe. Inc.' 1/8" NEAT STRO/b GLASS SILICONE N- C Sl1CONE G£ 1200 S GE 1200 DOW CORNING 899 m n Dar CORNDIC 899 DOW COWING 995 H / + DOW CORNING 995 •• • • �+ •• — XL EDGE 5PACO2 • ' • n. EDGE SPACER sr. 8. SIY YARDMAL'• •• • • ST. STEEL 87 'CAROIKAL' —Du�w�sEAL Br •ot.wEO•• C • • • • � ^ • • C4 1.A SEAL UANE 57 '0' _ SUPER SPACER BY '1111AN4X OR •••o aA. I : / • SLPER SPACER BY 'rumor 4 Al 1/4 POINTS ALL SCOM IS OAT 1/4 POINTS ALL 510(2 • • • • ••• • • • ' ••• • • Wa' irai• E • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED as cwnWy41• M0•with the Florida B0A-Inc. 17-0918.09 expiration bet. 09/22/2020 96La ■ URE a 5 FAL (305) 393-6592 St :� 8 (";:ashrg no. W10-18 (sheet 4 of 11 TEE WOOD BUD( .:4.. TPE L ANCHORS /FOR SPACING d 4'r — 0 METAL Cs-mucTWE TYPICAL ANCHORS SEE ELEV. FOR SPAOAC EXTERIOR FLANGE Sc FLANGE ADAPTOR FRAME 2 3/8' lat. ><1� j. 2-3/E' 1m+. MIEN USED THE Mal. R000 CEPM SHALL •E 211'. THE DEEPER OR REVILED PERMITTED. PRODUCT REVISED oalnoEYErIo . ith tM Flmfda NDA-No 17.0918.09 Expiration Data 09/22/2020 •• • • • • • • UM:HOLES; • • • � 1 a Wi40 X01-01/26 W •SLOT•A�r 4-1/8' FROM EACH r'-1 11 YILMI-6AOE COlNtY APPROVED i I II MIx1JON • MwxIH ANCHORS I I 1 Sa SEPARATE NOA 1 II II EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT Br CCI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS- SEE ay. FOR sPACY1G 1/4' DYL UtTRACON BY 'FLCO' (Ft -ITT x1L F)-115115) 0470 28Y WOOD BUCKS OR W000 STRUCTURES -1/2" MIN. PENETRATION INTO WOOD (HEAD/StLI.`. THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4' AM. EMBED INTO CONCRETE (HEAD/S!LL/,LWBS) 1-1/4' MIN. EMBED INTO BLOCKS (,LAMBS) ECTLY INTO CONCRETE OR BLOCKS 1-1/4' MAN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' ANN. EMBED INTO BLOCKS (JAMBS) /14 E S OR SF'I a DRILL L C ^RFW (GRACE 2 CRS) MIAMI-DADE COUNTY APPROVED MILLIONS 0 • INTO METAL STRUCTURES (HEAD/Mt./JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. CON. (6063-T5 IMM.) STEEL 1/8' INK. MIN. (Fy - 36 KSi' Mtn.) (37EM M CONTACT MTN M.W1WY TO BE RATED 0R PANTED) 'MICA FAKE D1SrANCF INTO CONCRETE AND MASONRY - 2-1/2" MAN. INTO WOOD STRUCTURE 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. W000 AT HEAO, SILL OR JAMBS SG - 0.55 1011. • AT HEAD, ELL 0R JAMES fe - 3000 PSI MAN. •�J C-M /FILLED BLOCK AT 41,4135 fm - 2000 P9 VAN. • • • • .cr'd YYQII P Y"' iC•C • • • • • • W2 - 1/8" x 1/2" WEEP SLOT AT 3-1/8' FROM W3 A. 1/8' X 1/2" WEEP SLOT AT 3-1/8' FROM • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • EACH END EACH ENO 1/r. WAX_ SHINS TYPICAL ARMORS SEE ELEV. FOR 5PACPC 1/4' HAIL SHAY TYREAL ANCHORS SEE ELEV. FOR SPACING HUH. STRUCTURE 16f HOOD aria XOX LAYOUT MYMa-MDE COUNTY AMINO M AJJON • IAAUON ANCHORS SEE SEPARATE NOA SLICK worn / au0 FADDY TYPOAHCHMS SEE ElEV. FOR SPACF+O BUM TAM XO LAYOUT BUOY wmrn EXTERIOR TYPICAL MOORS SEE ELEV. FOR SPACPC ALIERNAlE FLANGE Sc FLANGE ADAPTOR FRAME 1/4' MAX swa SHEEP LOCK OPITIVIAL TO SPRP4C TACK TYPICAL ANCHORS SEE ELEV. FOR SPACt•C • •• • . • • • • • •• • • • •• PRODUCT REVISED •1• • .. co .plt .*.ltl� tA F7orWa :• • • •• 00RIBUdR NOA-FA • W-0918.66 • • • • ' • • • . 6RP.aw.+ t�.t.o9I22J2O2O BY C •• • • Want 'rwlrct control ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (sheet 6 of 11 H ,CKHOC° RUCK TRY HOOD WOE TYPICAL ANCHORS SEE ELEV. FOR SPACING nylon. AFK}ORS SEE ELEV. FOR SPACIG HETM. STRUCTURE TYRCAL ANCHORS SEE ELEV. FOR SPACRNc I/4" NAIL SHOES IA ANOHDRS jFEE ELEV. FOR SPAIG Z EQUAL LEG FRAME I 1 V uo-OADE cowry APPROVED I MULL10,4 k IRALON ANCHORS �1 II SEE SEPARATE ?VOA11 II EDGE 11 OIST. 11 TYPICAL ANCHORS SEE ELEV. FOR SWING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD. CONCRETE OR METAL. STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/R' NIN. 2-3/S' NH. X‘s ICI USED THE IRK %OGO RlO( COHN SEMI. SE Se. WIC use or owes OR CORED WOODSUQa 6 PERMITTED. ems WIDTH YMCA. ANCHORS SEE GEV. FOR SPACING • • • • • • • • • •• • • . •• •... ... . • • • T,L I �n• ,, • . . • • 1•• •. • •• •• •• •• • • • • • • • • ••• • • • • • • • • • •• • ••• • • I • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TYPICAL AIICNDRS SEE ELEV. FOR SPACING PRODUCT REVISED .. Den.•1 Ey Iq with w Fbda. NOA-No. 17-09111.09 Expl..tloe D.t.09/22/2020 By Mlaml-b. due! Coetrol NtANI-ONX COUNTY APPROVED NUIUCH NSUW ANCHORS SEE SEPARATE NM RUCK ORGM Slit' 1 LRRE 7 of 1 1) L'.USTRATVE ails. ONLY EXT. OR IT. PWISES NOT BY CC, NOOSE WRAP NOT BY CO, 2 z TYPICAL ANCHORS SEE SPAETEVCNG FOR 1 //2" Ai ti WI NOOSE WRAP NOT BY CO 1i... o ric .3 It Azalijil irv,,2- 1 TYPRal ANOORS SEE ELEV. FOR SPACING z W3 BACKEED u STRUCTURENISOO NOT BY 02 1/4" MAX I/2' NN. HOUSE WRAP N0T eY col TYPICAL ANCHORS: sEE nFv. FOR SPACNC (ro - 74 N9 1e1.1 FIN FRAME PRODUCT •REVISED • '.complying om.Cede whit doe Plaid. B MOA-$e. 17-0918.09 esstr.tlon C.t.09/22/2020 INTO 233Y W000 BUCKS OR W000 STRUCTURES 1-1/2' MIN. PENETRATION INTO W000. Pin▪ :,+. ConLal • •. •.• • • BUCK WIDTH • EX 'EiRIO>i• • • • • • .• • .. ... .• • • • •• • ... ... • . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • /4" 11Ax. GAP I/Y I N. Ind a99ils A 8 drawing no. W10-18 (sheet 8 of 11 FART j OVA.17Try ossocrr1op MATSRW. ILL11./SUPPUER/RBILARX3 El C0-100 FRAMC JAMB 0 FIXED CLASS E2 C0- 113 - FAME SILL 8063-16 Ca EXRLDEA ES 03-la - FRAME NEAP 8053-76 CO EX.REAER E4 Ca-16.7 - MEEi1N0 RAN. 0063-74 CW EX1RIAO1 ES CC1-I04 - LOCK RAL 0063-76 CO EX1RIl0ER Ea CO-Im - WARBLE RAL 6063-76 CO Ex1116A01 E7 C01-166 - SASH RAL °•. 6063-76 CO E%7R1100E Ea CP--f07 - 5/16' CIA2N0 BEAD 6063-15 CO EXIRLOER E9 CCI-106 - 0.730" CLANK BEAD 6063-75 Ca EXT W& E10 031-106 - FROM FIANCE ADAPTOR 6063-T6 CO OfIRJOOR Et 1 CGI-I 1 O - NAL FIN ADAPTOR 0063-78 Ca EXI MD[1L El CGI-136 - TF FRA E JAMB 0 FDRED CUSS 8063-16 CO EXTRLAE1R E13 CCI-136 - 7 FRME HEAD 6063-7S CO MIRIA ( E14 CO-136 - 7 PRAAR JAMB 806.3-76 Ca EXTRUDER EIS CO -I44 - 1' MU4194 0063-15 Ca EX RLLER E16 CO-141 - 2.5" WA;mN 8063-11 02 EXTRUDER E17 CO-606 - SCREEN FRANC 8003-7S CC EXTRUDER Eta co-144 - SILL SNAP N 6063-73 Cif 00761 CER Ei9 30-113 - SILL RICER 0063-76 30 EXT E2G CG1-116 - FRAME 34119 8003--T6 CO (5119.CER E21 CO-11? - 1D L00t RML 6063-76 Ca EXTRIXER E22 CO-1 36 - IF FRAME SLL 6063-78 30 EXTRUDER E23 CO- 109 - FRONT RANGE ADAPTOR 6063-76 Ca OCIRUDER M1 CQ-382V - CLA21NG BULB 19011. (DLIROMETER 73-60 SNORE A) PVC - 1.12 00-111 - SCREW COVER (OP1101ML) KC _ M3 031-112 3' 0 ANCHORS EOLAAL LEG CO.ER/SNOJ PVC _ i14 - 0.700' X 0.040' BEAD 0E1200 SEICOFE SNUCOHE HI 60 - 0.700' X 0.040' BEAD 00W 995 SUCCOR OOW 146 - 0.700" X 0.040' BEAD Dow 899 571.1COE OOw M7 - 2/ Ulf SETRNG KOOK [Ppl OUROMETER 80f5 SHORE A M8 - - PROTCCI0 'PPP 1W4ERPRCO INC OR EOUM, - _ M9 684 - ROLLER TRACK PVC - . M10 - CO-128 2-PER SASH ROLLER HOLISM NYLON - 1M11 W23201NC - PRE wni CENTER FIN WOOL LATRAFAB 0R COW. 1412 CO-129 1 PER SASH EGRESS LOCK ALUM. 51NLNAN IA13 CO-131 2 FFR SASH HANDLE RAL END CAP 101.0EE R&M 1614 391-N 1 PER SASH AHILF1 BLOCS NYLON N6s8 M15 - OPTIONAL PEOCU ATE0 FOAM 30 PPI - - M/8 CO-134 - ,LAMB SPAO:R P13 PROTOTYPE CR COLIN. 1117 A30730401-32 - 1 PER W0. CAM LOCK 2NC TRUTH OR EDAM. 1618 EG-132 2PER WO. 2" SASH STOP PVC PROTOTYPE MI9 00-111 0 FR HEAD SCREW COVER PVC PROIOIn'c M20 CCI-125 2PER SASH SASH CAM (BHT BALANCE) NYLON 11.411 M22 - - VRR.ES N-an WEEP COVERS PAC AIMESBURY OR E0L/V •• • • • • • • S2 - 2 OR 3 PER CORNIER / 10 X i I/4 LC. P4L PH. 5113. ST/ST. ASSEMBLY SCREW - • S3 - 1 1/4" DAM. / 8 X 1 I/2" LC. PHL PH. SAS. F1H ANCHOR SCREW - . • •• • • • • 54 - 4 PER WO. / 8 X 1/2' PH. SAS. ST/ST BALANCE BRACKET SCREW - _ • 55 2 PER WO. / 8 X I" LG. FH. SAS. S7/51. SPIRAL 8. ASSEMBLY •• - -•-•• •• • - S6 - - / • X 1/2" LG. AH. 5NS 0 021-133 a CAM LOCK - - SD - • 01.1. RAL / 10 X 4" L.G. P4L. PH. SYS. ST/ST. ASSE]IBLY MEFT1lO RML - - 32 - 2 PER 411)4T / 10 X 5/6' LB. PKL PH. Sib. 57/37. ANTRAT SCREW - • - • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED as'eo.wlrtry with the florid. Bo'idiAA• Cods NOA-14o. 17-091a.09 e,AP1..M.a 0.6.09]/22/2020 ni ORI 111 d a • w $8 9ra IX i� i , 1 f drawing no. W10-18 aneei 9 of 11 FLANGE FRAME MEAD 2.440 1.1SS 1.015 L O FLUSH FRAME HEAD 1.220 1.3611 .745 (DIMEETING RAIL 1.007 TYP. OS/16' GLAZING BEAD .700' GLAZING BEAD nt FLAIL FIN ADAPTER 1.140 r., 4.430 3.693 OB5 TYP. 2.665 2.440 FLANGE FRAME SILL 2.737 2.505 .065 T19. 1.015 3.930 1.140 3.195 2.613 2.505 1.000 .991 3.227 14 FLANGE FRAME JAMB (MOVING) .065 TYP. L 2.440 FLUSH FRAME SRI .991 2.737 FLUSH FRAME JAMB (MOVING) 2.665 2.613 .11 r 1.300 L 1.245 � 0 FLANGE FRAME JAMB (FIXED) FLUSH FRAM JAMB (FAXED) 1.015 a 1.766 .065 1.043 LOCH RAIL 1220 64 .000 TYP. 1 SRI FILLER 1.255 Ql ALT. LOCK RAIL 1.015 1.692 1.043 FONDLE RML 2.195 SASH RNL FLANGE ADAPTOR • O FLUSH FRAME COVER 0 1.449 293 .060.1 I 1.413 SCREW COVER •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • 1 • • • • • • • • • • • • • • • • • • • •= • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED .9 complying wFN the Florida NMOradl� 17-0918.09 46 z O gt 4' C t o • to.4 • k� O o4 g Oo a oi 0 x r X EX 99 99 I!!d sY A droving no. W10-18 If 6 a 1- 1 (attest 10 of 11 TOP/9iTTOuO fBaiLiszslcesEB • • • • • FRAME•BOTTEM cORVO2 • • • •.. •.• • • • • • • ••. •••• • • • • • •• •• . • •. • • • • • •• •• • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••1, i PRODUCT REVISED oC�olg ..lu th• Florida 17-0910.09 W h.U.. O•t. 09/22/2020 ar Main r.dnct Central z z. }Fo l`Fj� ., chi ccaO yga gpA 0 s! Istd droning no. W10-18 sheet 11 of 11 .2•• BUILDING PERMIT APPLICATION .BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING El PUBLIC WORKS Master Permit No. Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR RECEIVED AUG� 01� 2 2018 AA FBC 201 3- V S -Z0(0 ❑ EXTENSION ERENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: a 13-E 9Q) 5-1 City: Miami Shores County: Miami Dade Zip: ?3138 Folio/Parcel#: \ t ' aDOG' 013 " , 1 Is the Building Historically Designated: Yes NO -� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Q tfarl Gor 4 'I ca r n a Phone#: Address: aaJ0 NE (n cJ �JJ City: (Y1tQMi ShOt'Q State: Pt Zip: /3313g Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: rtOrl U CI 3olaC q,i 1 Address: IIgla M1rarnc . City: (Y\ ram p_y' State: -Pt Qualifier Name: Phone#: 0154 t .2a8 Oo-G Zip: ,01.s Phone#:' /g6 `J ` ti- I State Certification or Registration #: (' ( 15a. `?�S -'1-a Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: Value of Work for this Permit: $ Type of Work: ❑ Addition Description of Work: I' --I, ct 16 . 30 City: State: Zip: Square/Linear Footage of Work: ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition lCLC t c.d►nd Gas SI3-e -fir i Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) s Bonding C'ompany's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT CONTRACTOR The foregoing instrument was � acknowledged before me this The foregoing instrument was acknowledged before me this c \' day of (. ,Li ,20 , by , day of juLi ,20 1(s ,by iewho is personally known to ,yatlet mC41°io is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ****** APPROVED BY JASMIN M VE MY COMMISSION # GG147563 EXPIRES October 01, 2021 CT)il),/x7; identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Plans Examiner 7� JASMIN M VEGA .9 MY COMMISSION # GG147563 EXPIRES October 01, 2021 Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APP I RISER Summary Report Property Information t Folio.-� 11=3206-013=5970�� ' 330'NE 96 ST---. Property Address7 Miami Shores,- FL- 3313 7178�' 1 SETH'BRAMSON MYRNA-J. Owner Mailing Address 330 NE 96 ST MIAMI SHORES, FL 33138-2718 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2 / 0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,456 Sq.Ft Lot Size 13,928.2 Sq.Ft Year Built, 4 1953+-- Assessment Information Year 2018 2017 2016 Land Value $417,982 $417,982 $347,980 Building Value $170,938 $170,938 $170,938 XF Value $1,320 $1,320 $1,320 Market Value $590,240 $590,240 $520,238 Assessed Value $182,566 $178,811 $175,134 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $407,674 $411,429 $345,104 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB'10'70 LOT 5 & E15FT LOT 6 BLK 44--") LOT SIZE 97.400 X 143 OR 11300-500 1281 6 Generated On : 7/5/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $132,566 • $128,811 $125,134 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $157,566 $153,811 $150,134 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $132,566 $128,811 $125,134 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $132,566 $128,811 $125,134 Sales Information Previous Sale Price OR Book -Page Qualification Description 12/01/1981 $120,000 11300-0500 Other disqualified 05/01/1981 $82,000 11089-1385 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowled L � I:/L itlos-ider Qualifier/Owner Signature Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate 1 area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 • Primary Contract Documents Page 1 of 6.jpg Florida Solar & Alr, Inc. 1192.2 Miramar Pkwy. • Miramar, FL 33025 Ph: 4877) 310-0310 • Few: (877) 515-0220 www. solarandalr_com Name: Myrna Brarnson, 01,/ tit n r, n W i solar &r ail' Phone Res: 3057571016 Job Number: CAC1$1W75,5cC131151052 EC13004514.& CGaC1523572 Mobile: Address: 330 NE 96 st dty: Miami Shores yt., FL zip, .33138 `This contract Is made and entered Into this 3 day of July 20.18 by,and between Florida Solar & Alr, Inc„ a Florida corporation ("FSA"), and Owner(s) named above of the residence located at the address listed above ("Buyer' or "Owner"). The Worki FSA agrees to perform the work described as follows: 1) Remove existing units to he replaced (NOTE: Removed Items are likely to be damaged:) 2) Prepare openings as necessary a receive replacement units. 3) WWN0OW& r CGI TamaCGI Sentinel ❑ Other 4) DOORS: install ❑ CGI Tarifa a COI Sentinel ❑ ECO hnpact:-() tnsutartod_ ( ) .Non -Insulated: (. ) Color. White 1 Bronze Directions areviewedfrom the outside. Oh 4Uding glass doors active and fbted panels are Identified. On casements and angle french doors, the hinge Is Identified as either right hinge or left hinge. On doublefrench doors the more active itaor Is Identified, Mill Finish Other Grids Single Hung 2- LR 3- LR Casement Picture Window Other Yes () No ( ) Standard Qty OW 6 Qty 1 Qty Qty Qty Custom FA AF` % C} X ,_ FA AF FIXED ACTIVE _ _ — _ SlidirniGlass Door Sirtg1 French Doors Double French Doors Geometric Config Config Config RH ( ) LH ( ) City RH ( ) LH ( ) Qty Qty Qty City Qty Glass: CI e a r INtT(AL HERE )6 5) Work NOT to be replaced: Restofthe house 6) if applicable, removing shutter panels, and/or security bars. 7) Special lnstruenons::RemovingAwningsfrom openings being replaoed 8) Cleanup Job debris and provide necessary permits and insurance. Should FSA be unable to obtain proper permits (for whatever reason) prior to commencement of any work, FSA shall refund any provious payment and this transaction shall be automatically cancelled. 9), Additional work: Na(finish work other than normal installation is to be Bonn unless noted here) INITIAL MERE INITIAL. HERE 60-90 sow:foe: Contractor shall use best efforts to commerce the work within - s after execution of the Contract (the "Commencement Date) and shall endeavor to complete all work hereunder within days after the Commencemen Installation dates cannot be guaranteed: as Product(s) availability may vary. Contract Price. Financing: Circle one: (YES related document. The TOTAL PRICE for all Labor and Materials is $ 14916 ,00 (Town Payment 130% down) $ 4474 •oo Balance Payable $ 10442 txl Customer understands final payment due upon completion. INJT1AL HERE wner elects to apply for financing of the above balance payable. If yes is circled, see financing agreement and Contract Price S 14916 Sales Tax (56) $ 0 Total Contract Price S 14916 rl6 Receipt of Final Payment After receipt of final payment') the Inspection will be coordinated; 2) FSA will send Buyer the Manufacturers Warranty; 3) FSA will provide Owner a Final Waiver and Release of Lien, and Contraetor's Final Affidavit t6 Owner, substantially similar to the forms In Chapter 713, Florida Statues 12005), BUYER'S RIGHT TO CANCEL: This Ise home solidtation sale, mid if you do not want the goods or services, you may cancel thif agreement by providing written notice to the seller In person, by telegram or by mall. This notice must indicate that you do nit want the goods or services and must be delivered or postmarked before midnight of the third business ddy'bfter you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment. See attached notice of cancellation for an explanation of this right. IN WITNESS WHEREOF, the Parties hereto have executed this contract; under seal, as of the day and year first above written.. Buyer/owner: Myrna Brarnson eMmtAriv (Signature of dwner) (Signature of Ovmer) FSA B . Danny Delgado (Name & Tltrel 7/3/2018 (Date) Home Owners Association Name: Rhone YES( ) NO(J) BUIIdIngName;