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WS-05-22-1134Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO:r WS-05-22-1134 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date:06/07/2022 I Expiration: 11/01/2022 Location Address Parcel Number 195 NW 110TH ST, Miami Shores, FL 33168 1121360030490 Contacts WILLIAM SERRANO Owner a & M Hurricane Protection, LLC Applicant 195 NW 110 ST, MIAMI SHORES, FL 331684320 Jose Perez 1050 East 15 st, Hialeah, FL 33010 Other: 3058850678 info@amhurricane.com A&M HURRICAINE PROTECTION LLC Contractor JOSE G PEREZ 1050 E 15 ST, HIALEAH, FL 33010 Business: 3058850678 info@amhurricane.com Description: installation of impact windows (13) doors (3) Valuation: $ 14,300.00 Inspection Requests: TO REPLACE WS-09-21-2393 Total Sq Feet: 0.00 Fees Amount Payments Date Paid Amt Paid 50% Renewal Fee $130.00 Total Fees $130.00 Total: $130.00 Credit Card 05/05/2022 $130.00 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. Authorized Signature: Owner / Applicant / Contractor / Agent Date June 07, 2022 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20WS-(S-107-1131+ BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION Q EXTENSION EWAL ❑PLUMBING ❑ MECHANICAL E PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 195 NW 110 ST City: Miami Shores County: Miami Dade Zip: 3'Sggs Folio/Parcel#:11-2136-003-0490 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): WILLIAM & MARIA SERRANO 195 NW 110 ST Citv: MIAMI SHORES Tenant/Lessee Name: N/A Email: N/A State: FL CONTRACTOR: Company Name: A & M HURRICANE PROTECTION, LLC Address: 1050 EAST 15 ST BFE: FFE: 305-510-4342 33168 305-885-0678 City: HIALEAH State: FL Zip: 33010 Qualifier Name: JOSE G PEREZ Phone#: 305-885-0678 State Certification or Registration #: CGC1522835 DESIGNER: Architect/Engineer: N/A Address: N/A of Competency #: N/A State: Zip: Value of Work for this Permit: $14,300.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: INSTALLATION OF IMPACT WINDOWS (13) DOORS (3) Specify color of color thru Submittal Fee Scanning Fee $ Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) ❑ Demolition CCF $ CO/CC $ DBPR$ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ 13 1� Bonding Company's Name (if applicable) N/A Bonding Company's Address City State 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 ad. annd a reinspection fee will be charge Signature �ofVr' Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 1 day of H?�/ 20 Q� by who is personally known to me or who has produced b 1 L. as identification and who did take an oath. NOTARY PUBLIC: CONTRACTOR The foregoing instrument was acknowledged before me this 4 day ofM2 20 a� by JOSe C-1• PWeZ who is personally known to me or who has produced b )L as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: /rt� Print: Print: M� Lf� '¢1 ri Public State of Javier anresa g Notary Public State of Flwda '2 My Commission GG 318545 Seal: J Alain Javier Manresa Seal: �tq �� Expires 05/03/2023 c. My Commission GG 318545 qpo Expves M.03/2023 APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-09-21-2393 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date:09/22/2021 Expiration:03/22/2022 Location Address Parcel Number 195 NW BOTH ST, Miami Shores, FL 33168 1121360030490 Contacts WILLIAM SERRANO Owner a & M Hurricane Protection, LLC Applicant 195 NW 110 ST, MIAMI SHORES, FL 331684320 Jose Perez 1050 East 15 st, Hialeah, FL 33010 Other:3058850678 info@amhurrir ne.com JOSE G PEREZ 1050 E 15 ST, HIALEAH, FL 33010 Business: 3058850678 info@amhurricane.com Description: installation of impact windows (13) doors (3) Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $3.00 Scanning Fee $15.00 Technology Fee $2.50 Windows/Shutters Fee 550.00 Total: $133.50 Valuation: $ 14,300.00 Total Sq Feet: 0.00 Inspection Requests: ;I 305-762-4949 Payments Date Paid Part Paid Total Fees $133.50 Credit Card 09/22/2021 $83.50 Credit Card 09/17/2021 $50.00 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 cor4acPr to do the work stated. Authorized Signature: Owner / Applicant / Contractor I Agefit� Date September 22, 2021 1 Page 2 of 2 Miami Shores Village 2o� i Building Department BN rF—REI2 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 HP P 17 2021 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BY. 2qq -T BUILDING Master Permit No.I�Is "lTl `2I �3 3 PERMIT APPLICATION Sub Permit No. 21ruILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS [-]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR III cLNTAIV0rep, JOB ADDRESS: t q 5 { j U,7 I l O City: Miami Shores County: Miami Dade zip: 1 G Folio/Parcel#: ? l3Co 00u OcLRa Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): cearn S'e4<-cznO Phone#: 30S S\Q 14311�J Address: l A 5 ti uJ 1 10 SA - City: 14 11,0Q1 o +ry .5 State: 29-*p Q_ Zip: �33 \G'e) Tenant/Lessee Name: Phone#: -4 cb Email: I Y1FID @ 0.YnhO VZQ'1 a.1� e , corn CONTRACTOR: Company Name: fiZAk(Uccicon Pf<nAea?Oo Phone#: 3o16C,*RF;n61--(F3 GPIG City: Qual State Certification or Registration #: CSC 15 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone Haaress: City: State: Zip: Value of Work for this Permit: $ 3 ' o Square/Linear Footage of Work: Type of Work: ❑ Addition Al11teration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: CDQ:L r, po cl L o Z ncln cog S i I a ) N—)c2x0( _ Oz: Specify color of color thru tile:. Submittal Fee Scanning Fee $ ethnology Fee $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee $ 9 uctural Reviews $ 102/24/2014) Bond $ TOTAL FEE NOW DUE $ �' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of 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 nqt be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this 10 day of (vq r 20 z1 by LJ ill; 5&R 0,-,Q who is personally known to me or who has produced b lL_ as CONTRACTOR The foregoing instrument was acknowledged before me this 10 day of t 1tlGUi . 20 21 by . co,i G. G, , who is personally known to me or who has produced COIL identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: as Sign: �— Sign: iZ °� Print: p 'viif Print: lic State of Florida ro .w" 9oLnJpam,�,,ie, Seal: " ; Alr Manresa Seal: Mysion o�°x'eq� ? rioiary Public State of Florida Alain Javier Manresa .� ,7 GG 318545 ? v My Commission ,G 318545 p,rvn6 Ex103/2023 ) ^so, rso Expires 05/03/2023 APPROVED BY 72/ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or insta lation 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, SIGN S, 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 complian a 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 I YTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC RDING YOUR NOTICE OF COMMENCEMENT," Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the appli ant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to t e person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at tl e job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted n tice, the inspection will n t be approved and a reinspection fee will be charged. Signature ' O 'gnature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me I his day of '"I!= 220 _ �L l by 10 day of 20 by ;t(' ,rep„k,g,a who is personally known to -1�t ,who is personally known to me or who has produced < lL_ as me or who has produced b 1L as identification and who did take an oath. identification and who did take an oath. NOTARY PUBIC: NOTARY PUBLIC: Sign: Print: Sign: Print: -- ` Seal: a f of'Ory Puoltc State of Florida Alain Javier Manresa My Commission GG 318545 Seal: ?0 $a Pdatary PualIc State of Florida Alain Javier Manresa of rto A `. 4. -",,ems► Expires 05103/2023 �� MY Commission GG 318545 '�of�a Expires 05/03/2023 r APPROVED BY Plans Examiner Z ing Structural Review (Revlsed02/24/2o14) OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-003-0490 Property Address: 195 NW 110 ST Miami Shores, FL 331684320 Owner WILLIAM SERRANO &W MARIA Mailing Address 195 NW 110 ST MIAMI, FL 33168-4320 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths I Half 3/1/0 Floors 1 Living Units 1 Actual Area 1,616 Sq.Ft Living Area 1,365 Sq.Ft Adjusted Area 1,388 Sq.Ft Lot Size 12,764.86 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2021 2020 2019 Land Value $316,846 $288,042 $288,042 Building Value $98,773 $98,926 $101,514 XF Value $0 $0 $0 Market Value $415,619 $386,968 $389,556 Assessed Value $119,669 $118,017 $115,364 Benefits Information Benefit Type 20 2019 Save Our Homes Assessment Reduction 51 $274,192Cap Homestead Exemption A$268,951 000 $25,000Second Homestead Exemption 000 $25,000Note: Not all benefits are applicable to all Taxaounty, School Board, City, Regional). Short Legal Description MIAMI SHORES EXT PB 43-40 LOT 17 BLK 220 LOT SIZE 104.630 X 122 OR 13507-887 1287 1 Generated On : 9/8/2021 Taxable Value Information 2021 1 2020 2019 County Exemption Value $50,000 $5o,0001 $50.000 Taxable Value 1 $69,6691 $68,0171 $65,364 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $94,6691 $93,0171 $90,364 City Exemption Value 1 $50,0001 $50,000 $50,000 Taxable Value 1 $69,6691 $68,0171 $65,364 Regional Exemption Value $50,0001 $50,0001 $50.000 Taxable Value 1 $69.6691 $68,0i7j $65,364 Sales Information Previous Sale Price OR Book -Page Qualification Description 12/01/1987 $60,000 13507-0887 Sales which are qualified 12101/1986 $39,000 13127-2188 Sales which are qualified 05/01 /1983 $60,000 11794-2125 Sales which are qualified 11/01/1972 $31,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current infonnation on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:l/w .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). Acknowledgement: / 9lai dose C.ez Qualifier/Owner Signature Date Print Name HURRICANE PROTECTION LK.•�•a - eom•a - m,o2a HR 26 114 x 25 314 NOA 20-1208.07 13 FD 30 1/2 x 831/2 14 FL 22551.1 HR 36 3/4 x 50 3/8 15 NOA 20-1208.07 HR 363/4x 503l816 NOA 20-1208.07 1 HR 363/4x 503/8 NOA 20-1208.07 0 HR 55 x 51 7/8 NOA 20-1208.07 . ....... .... . .. ... . .. ... ENTRY 3 FD 36 3/4 x 80 1/2 FL 22551.1 Owner: WILLIAM SERRANO 195NW110ST MIAMI SHORES, FI 33168 c F 151.1 4x 811/4 F /4x 503/8HR261/4x38l/8 HR261/4x253/4 HR 383/4 x 513/8 )A2 NOA 20-1208.07 NOA 20-1206.07 NOA 20-1208.07 1 10 9 8 BEDROOM CAS 383/4x 51314 7 NOA20-0915.02 2 HR 55 3/4 x 51 3/4 NOA 20A 208.07 BEDROOM 5 HR 38314 x 51314 NOA 20-1208.07 6 CAS 38 314 x 51 3/4 NOA 20-0915.02 RAM ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2020 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-16 WIND CODE DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 176 mph Wind Zone CATEGORY 2 BLDG Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 (Maximum) 1.00 0.95 0.92 0.89 0.88 ,0.86 15 40.4 38.5 37.5 36.7 36,11'-� 3a' 7 20 42.7 40.8 39.7 38.9 3,. 25 44.6 42.6 41.5 40.6 140.0 .4 30 46.5 44.4 43.2 42.3 .7 41.1 40 49.4 47.2 45.9 44.9 c . 43.6.. , 50 51.8 49.4 48.1 47-.5-, 4 45.7 60 53.7 51.2 49.8 _ 4Q,8 �, ,� 474 • "" Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Vftcl qne,, �' CATEGORY 2 BLDG Height Effective Wind Are , (oC„7 tipupty Area) in Square Feet 10 '4b 50- 60 (Maximum) -1.10 -1.05 -8.02,<, -0.99 -0.98 -O.K 15 43.8 -4:M-- "' ':�/40.9 `` -40.2 -39.G., m -39m1 , 20 -46.4 ,-,44.4`y ' : ' -42.5 -41.9 -41 4 , . " 25 48.4 ��<;-46.4 `�, -4 -44.4 -43.8 -43.2 30 -50.5�,/ ,,`-40,4 `�47.2.2 -46.3 -45.6 -45.1 40 -53.6 `; , ��'-5,1: -14. -50.1 -49.1 -48.4 -47.8 50 �5G 2 ' -51,8' 52.5 -51.5 -50.7 -50.1 60 ,,58. ., ; � 81 -54.4 -53 4 -5 6 1 -52.0 ',, A ■ - ■ ® W Exterior Zones (5�- Walls) -Negative Pressures e Exposut*P r the 175 mph Wind Zone CATEGORY 2 BLDG 'Effective Wind Area (or, TkIM re Feet Heighf�, A 10 20 30 so, 60 2XI�71Um ,`• -1.40 -1.29 -1.23 -1.19-1.15 750.4 -1.13 15r`... -54.1 -50.4 -48.3 -46.845.6 -44.7 -57.2 -53.4 -51.1 -49.548.3 -47.3 �220\ 5 -59.8 -55.8 -53.4 -51.7 -49.4 0 -62.3 -58.1 1 -55.7 -53.9 1 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smalle but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet) THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK, AND SEALED BY ROBERT MONSOUR. 4/5/2021 Florida Building Code Online Business & Professional 1 1 r BCIS Home I Log In I user Re96 ortkin I Hot TepidSubmit surcharge I scats & Facts I Publications I contact Us I BCIS Site Map I Links I Search d fI°°a pr Product Approval � USER: Public User Praw Ld Agaroval Menu > Product or Application Search > A2011cation List > AppllWllan Detail FL At Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phonene/Ema� Qua;,Alsiurance Representative W � Compliance Method FL22551-R3 Revision 2020 Approved E.S. Windows, Inc 10653 NE Quaybridge Ct. Miami, FL 33138 (305) 624-7775 achamorro@eswllc.com Manuel Perez 10653 NE Quaybridge Ct. Miami, FL 33138 maph@bellsouth.net Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]alai Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/16/2025 Validated By IAVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of Independence FL22551 R3 COI SS - Certificate of Independence.pOf Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 2013 2017 1994 1994 1994 Florida Licensed Professional Engineer or Architect FL22551 R3 EDuiv SS - EDuiv Ltr ASTM E1886-1996 gQ https://floddabuilding.orgtprlpr_app_dti.aspx?param--wGE\IXOvADgtdytNblepz4xTp%2frl HbRhGDpNSptSTZ8SQ27YsEU%2byaQ%3d%3d 1/2 ) 4/5/2021 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/21/2020 10/22/2020 10/30/2020 12/16/2020 FL # Model, Number or Name Description 22551.1 Series ES-EL300 Aluminum Outswing Large missile Impact resistant aluminum outswing entrance Entrance Door door. .... Limits of Use Installation Instructions , Approved for use in HVHZ: Yes FL22551 R3 II SS - ES-EL5QQ QS Poor (t},�) j4UG W 56-71 Approved for use outside HVHZ: Yes 2420.= Impact Resistant: Yes Verified By: ]alai Farooq PE ViiMp3 ' • " ' Design Pressure: +80/-80 Created by Independent Third wal Yes Other: See attached drawing W 16-71 for installation Evaluation Reports Created by Independent ThlydRdhy: Yes 22551.2 Series ES-EL300 Aluminum Outswing Non -Impact resistant aluminum oetswing entrance 58or. Entrance Door ...... Limits of Use Installation Instructions • • • A Approved for use in HVHZ: Yes FL22551 R3 II SS - ES-EL30005 Door fN11-DWO20-66F ,(],QZQLW • • • ' Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: ]alai Farooq PE # •81223 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See attached drawing 20-66F for installation Evaluation Reports Instructions and span vs load combinations. FL22551 R3 AE SS - ES-EL3000S Door (NJ) -PAE 2020.p-f Created by Independent Third Party: Yes Bark Nevt Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cshinpht 2007-2013 State of Flonda.:: Privacy Statement:: Accessibility Statement :: "fund Statement Under Flonda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official com mun irmon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide line Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, e5., please click here . Product Approval Accepts: ®®®RE] Credit Card Safe } https://floddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQvADgtdytNblepz4xTp%2frl HbRhGDpNSptSTZ8SQ27YsEU%2byaQ%3d%3d 212 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ES—EL300 ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STD. THRESHOLD (ES-EL300-002) APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH ADA THRESHOLD (ES-EL300-03) NOT APPROVED FOR WATER INFILTRATION RESISTANCE. SEE SHEET S FOR DETAILS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDRION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. INSTRUCTIONS: USE CHARTS AS FOLLOWS. GLASS TYPES 'B' & 'B1' COMPLY WITH REQUIREMENTS OF ANSI Z97.1. SAFEGUARD REQUIREMENTS TO BE VERIFIED. 00 000 0 0 0 0 0 00 0 0 0 0 0 0 0 0 poSealed: 10/19/2020 p .0 e o O O 000 O STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WINO VELOCITY, BLDG. HEIGHT. WIND ZONE 00 USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEETS 2 & 2.1. STEP 3 FOR SIDELRE PANEL (0) CAPACITY SEE SHEETS 3 &o3 1. STEP 4 FOR SIDELRE COMBINATION WITH DOOR 0 SEE MULLION CAPACITY CHART ON SHEET 4. 0 00 STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 0 AND 4 SHALL APPLY TO ENTIRE SYSTEM. O- CONTRACTO10 TO QE hRSPdSIBLT F TN EL CTION. PURCHASE AND UOTOLIATION CF@MIS PQODU lh es PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVNTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. L 04SKE SPECIFIC PROJECTS %ALL BE PF� &?0 88``jj,, A FF%%,,OOHHIDA REGISTERED DGINEER OR ARCHGECT 0,%H VLL BECOME THE ENCINEEI;OF RECORD (E.O.R.) FOR THE PROJE03 AND CTH0 WILL BA ftSPON B FOR IHE PROPER p USE OS THE BE.D. ENMNEER OF FQCOfIa. AftNGOAS 4 DELEGATED O E%NEER TOOTHE P.E.D. WOWEER SINCL SLQMrt OO TAS LATTER THE SITE JaCIFtC D%WDC6 FOR VVIEW. O O D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 0 0 0 O O O O 0 0 0 O O O O O O O O O O O O O 0 0 0 O O O O O O O O O 0 O O O O 0 0 O O 00 O 0 0 O O O O O O O O O O O O O FL #22551 No. 81223 c co orn C3 o � z J� O J ul 0 d M Lin 0 M co M o Z3.ro 3zL- Q v W LLJ in n 0 w n ~ drawing no. W16-71 f 0/16- HEAT MIREN'0. GLASS 4 U w 0/8- MR SPACE } 0/16' HEAT STREN•D. GLASS J/I6' HEAT STREN'O. GLASS Z n .090' Intercyer Trwllel M 090' Pool." Tmeilal WB Y2 n 4 F a By'Kumrq America, Inc.- Kummy Amer., Inc.' a d S n o OR C �' an V .090' Interior., 090' Trendy., SentryGlas 'Kiioni, SmtryGme 0. By America, Inc.- OR By Kummy Amariw. Inc: OR OR. Q. S.F.. ClearyAnd Color Glade ocy Sole.lClear, And Color Gmee V p W 0 By 'Eastman Chemical Co.' By 'Eastmon Chemical Ca.' m OR CPO rt g .0)5' mer,er OR .0)5" latcd,er 0 Q 8 r Salle. CP Woo PET Care Bollex CP Wlh PET Core ¢ y By 'EDemwn Chemical Co.' By 'E-Armin Chemical Co.' q Q q G _ ]/tfi' HEAT SRiFN'0. GLASS ]/16' HEAT STREWD. GLASS Q �Ek p F SWCOHE SWCONE 85 m No i LNW51L )95 M1 DOWSIL 2a00 m i DOWSIL ]95 DOWSIL 2400 .. ] to • � 1 I ut j n� nV n 1 8 l NOTE: U n EXTERIORLRE OF GLASS TYPE 'Al' TO BE TEMPERED O O 1 MR JNST INSTAMATONM ABOVE NI FT. OF GRADE. Ne Mc m 1N Ed N < SQUARE BEAD OPTION CUSS TYPE 'A GLASS TYPE 'AI' 3 O m h 7/16- WERNL LAY. GUMS 1' OVERNL INSTIL tell. GLtSS a n -i/A' TEMP. GLASS 3/8' AR SPACE 'N'D. GLASS I/$- HEAT SIREN-D. GLASS I.yer .090' I,ted.ycr C/O" AIR SPACE CONSISTING OF AS Tnimfol PRO y America, Inc.' By'Kumray Americo, Inc.' �SPACER- 'HEUMA' LOW PROFILE ALUMINUM SPACER T STREN'0. GUSS r0/16' HUT MIREN'D. CUSS BY 'UNGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. LICONE SILICONE P RII,ETPR ANTWSIL 983 DO'A'SIL 98O SILICONE 4By DOWSIL 791 • •• MI ;iiP �OOQ F1 5 Na 81223 • 'B' 'B • • • • • �� • W drawing W16-71 no. GLASS TYPE GLASS TYPE I' • • m U`� . • •Se�1Ey. � � 10/19/2020 /16' OKJULL LAM. GLASS 1' OVERALL. Wl INMUL. . fAASM . • • • ♦ • • • ''�3� GLAZING OPTIONS FL #22551//U/'/gITI1 L1l1tPY` sheet 7.ToT ip 39 3/4' 76- y 1 FRMIE WIDTH FRAME 'MOTH 36 3/I6' 36 3/16' J LEAF "I LEAF WIDTH 2 n • = HERO ANCHORS AT S➢lENDS 3 0 n W SURFACE APPLIED ]6 ]/I6' SURFACE APWW FALSE MUN➢NS 26 J/16' (4) AT ' O.C. O.L OPC. g FALSE MUMINS D.L OPC. Q 6 MY BE USED A V MAT OE USED g Ogg 2 E A 0�°og / Dca.Q - mo mo II Ifirn Oyn^ p nm AcnvE ACTNE `� IX4LINE 7 �`__ \ ] 5/8' MAX. MAX ] 5/8' MAX. II' SILL ANCHORS BI H 41 vOj v MAX. AT S➢LE ENDS u MjM �k{ Hm/SILL HEAD HEAD/S11L HEAD (4) AT 3' O.L. CORNERS SILL CORNERS SILL STD, SILL STD, SILL GINRI F OR 001191E DOORS TYPICAL ELEVATION WrtH ADA SIT I ;D..-- ( XX• • •••pTiIF//atg�No. 81223NOTE: GV55 O.LO. FORMULAE:♦♦•• GLASS CAPACITIES ON THIS SHEET ARE D.L.O. WIDTH =FRAME WIDTH - 11.563-. X GOYRS) • • • ••yp CBASED ON ABTM E7}00-09 (3 SEC. GUSTS) = (FRAME WIDTH - MAS51)/2(XX OR$$) •• •Seft! 10/19/2020 %�.'+ANDFLORIDA BUILDING COMMISSION D.L.O. HEIGHT - FRAME HEIGHT-11.438•(STO. B�RAILjSS`` DECLARATORYSTATEMENT OCA05-DEC-219 - FRAME HEIGHT - 14.8]5' (HI -RISE BOT. RAIL) FL #225'A/Aonset m 2 12SINGLE j�C.W PSPCLASCF0.WEWIDTHXEIGNiWIDMEXL(+39-3/4' 96"36-3/ 60.0 e0.039-31' 9fi'3ff-]/ 80.0 80.0 - � \I; h II B \ DOUBLE ➢OOPS LOAD CAPACITY — PSF GUSTS TYPES 'A', 'Al', 'D' k 'RI' FWWE IFAF THHE6HOtD WIDTH HflCM TYPES IRA.(—) WIDTH NEN;M ]e' 96' 36-0/i6' 93-9/1ff" SiO. ]6' 93-5/8' AOA • • BUk/ �.O• C / wm � memo mo \ SURFACE APPLIED FALSE MUNTINS MAY BE USED v� sw o� x m pq s ouy m In I& I� O c 39 3/4' RAME WID1 36 3/16" .EAF WIDTF 26 3/16- 12" 7 5/8- MAX. MAX. HEAD/SILL HEAD CORNERS SILL STD, SILL TYPICAL ELEVATION ( X ) X I - SURFACE APPLIED m f5 FALSE MUNTINS NZ MAY BE USED W. t0 U SINGLE DOORS LOAD CAPACITY - PSF GLASS TYPES 'B' k 'BI' FRAME LEAF THRESHOLD TYPE (+} INT.(-) WIDTH HEIGHT WIDTH HEIGHT 39-3/4' 108' 36-3/16" 105-9/16' 1 STD. 1 80.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 7 5/8' MAX. 36 3/16- LEAF WIDTH HEAD ANCHORS 26 3/16- AT STILE ENDS (4) AT 3- O.C. D.L. OPG. I I I I ' _ n I I II --------- II -----TI---== I I n — 1 I I N — n\ 12 SILL ANCHORS MAX• AT STILE ENDS HEAD (4) AT 3- O.C. SILL STD. SILL TYPICAL ELEVATION (xX) DOUBLE DOORS LOAD A CAPACITY -OP§ FRAM WIDTH 76' N, IW ro� 10 0 O to z F � h � 6 W LL f'� O O W V on of •4 a0>_A C) car OE ^ 0:'"Z0 n Q awn Q W Of E co co cx in O 8 � z � o �w c' Z V) ' sn OLn EM alo n 3ZLuo I Vim` a {�1 W W tn F o a o 0 0 0 0 0 0 0 i GLASS TYPES 'B' b 'BI' o • o e o 0 0 o c e E LEAF THRESHOLD o o • o o y° HEIGHT WIDTH HEIGHT TYPE EXT.(t� FaiHas e 0 0 O 0 0 0 108' 36-3/16" 105-9/16' STD. 80 0 0 e 0° 0 0 go ` N � • � I N O 000 00 0 No.Z .. oeo 0000 0 0 �0 e• GLASS D.L.O. FORMULAE: o e o 0 0 0 0 0 •:= o a D.L.O. WIDTH = FRAME WIDTH - 13!563"0(X O(JJ S) ° • o ° u o 0 o i �,S°earer�: 10/19/2020 W 16-71 drowing no. (FRAME WIDTH - 2E HEIGHT - �.925'�/� (XX Dl�g� • .'�, �' � ��°;� D.L.O. HEIGHT a FFRAAMME HEIGHT - 14.875" (HIDRISETBOT.ILRAIL) FL #22551 ''� lit, 11�i111�1�� sheel2.lof 12 ee0 0 o e o 000 0 0 e 0 O 0 O 0 0 0 • 0 0 000 o a 0 0 0 0 0 0 0 0 o 00 O 00 00 O i e 0 0 u 00 a 0 0 0 0 0 000 0 O o 000000 O O osoo00 0 0 0 000000 90990 O !•o 0000 o e 009000 e o 000000 O O Q 000000 96" SIDEUTE FRAME 93 9/16- SIDELITE PANEL F 84 9/16- D.L. OPG. (STD. ` 81 1/8- a; O.L. OPG. (HI -RI' I I II 11 II II II � 11 11 II It II II II II ..t((l I -----J 1------1F =R 3?===---j�----- z --- IF----1 - ... vl I II -�� I�I---Tr---- li II i� 12- 1n c m Gz00 JAMB CORNERS i A m A V r m N � m v 0 0 i- S6- O O SIDELITE FRAME HEIGTH p rz'1 93 9/16- 0 SIDEUTE PANEL HEIGHT j (A84 9/16- rn rrnn 0 D.L. OPG. (STD. RAIL) v m r1 .1 m m o m 81 1 /8- C D.L. OPG. (HI -RISE RAIL) Q v zm w v In 12 m r 2 0 n otj I ii ii ii S m II II tl p i II II II II z II II II `I S II II tl W .4 (A II a 0 D1 LDje0000 v O 00 N �jO O t 0 II/ II \II o II 4f L 11 II F 0 000000 =====1r- [-�=C==== 0 N1z.1 �1111 II n__-= O O 0 0 0 r• / I; �j .I \ 0 000 000000 1� �! a X i ------------- ------------ ------- 0 0000 �' 1------------------------- ------ r 000000 0 0 0 ` 0 \ / \ vex O ov0000 m / O � y / D � 0000 0eoo00 wm� O 0 g,, so O O Ov m�Z �': \\ // po�z N t O O Amp! ` \ / ! `� �yz 000 O O m m am 171 'O 0 0 0 N m E.1 1--f---'=' -i p r r p O N .. �\ a p s. C31 p m> v z \\�� v ` ��.. �1111111 IIIII m y 6 v m v m ��. = co r'sm z ({G Z A 12 (AD • ` Q . rn MAX. 6 MAX. D tV 4: �'En JAMBS JAMB z CORNERS s a date: 11-20-16 revisions: — ES-EL300 ALUMINUM OUTSWING DOOR (L.M.I.) AL-FAROOQ CORPORATION a no date escrl Ion ENGINEERS & PRODUCT DEVELOPMENT �. scats. 1/2--V-0- E.S. WINDOWS, LLC (A CY)9360 SUNSET DRIVE. SL11TE 220 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 (C.d.N. 3538) C 0� dr. bY: TARIO MIAMI, FL. 33142 TEL (305) 26' "100 FAX. (308) 2626978 N —s cnk. by: TEL (305) 635-5151 FAX. (305) 638-5158 COMP-ANL W16-71ES 39 3/4' TYPICAL ELEVATION ( 0 ) 152 5/16' FRAME WIDTH 36 3/16' 36 3/16 36 3/16' PANEL WIDTH LEAF WIDTH HEAD/SILL ANCHORS PANEL WIDTH STILE ENDS 26 3/16- 26 3/16" (4) AT 3` O.C. 26 3/16' SURFACE APPLIED FALSE MUNTINS D.L. OPG. D.L. OPG, [AT D.L. OPG. 2 MAY HE USED �I'- - SIDELITE LOAD CAPACITY — PSF OR STAND ALONE STATIONARY PANEL (0) GLASS TYPES 'H' & 'HI' FRAME PANEL THRESHOLD TYPES WIDTH I HEIGHT WIDTH HEICHr 39-3/4' 108' 36-3/16' 105-9/16' STD. 80.0 80.0 45-3/4' 92" 42-3/16" 91-9/16' 1 STD. 50.0 80.0 SIDELITE WIDTH - FRAME WIDTH - 1-5/8" (SEE CHART ON SHEET 4) H a 11 II n n n n n I I II II II II 11 11 11 II 11 II II 11 G II 7 5/8- MAX. 11 1 I I 1 I I 1 I 1 / II \ I 1 11 1 1 11 I I ACTNE I 1 INACTIVE 12' MAX. HEAD 3- SILL TYPICAL ELEVATION ( O—XX—O ) ^� 3 g Nz 100 � G u b V i N L Q Iy O�yn C) A d O aca °� Ooba�y0 y�1 Q z ri s I" r. h n .. z 0 C C7 2 n ,e C v �U� w Q' 0 M m n Z $ J to W 3zU-oRp V) V) Cn to W t1.1 n / HEA I' (4) ATSMU MULLION ENDS ]Tn] NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 98.7 SO. Fr. 00 000 0 0 0 0 0 00 cd 0 0 0 0 0 0 0 0 0 0 O O O O O 0 00 0 0 o e eoo o > 0 00eeo eeo 000 0 0 0 oe��j�`1�1li/�� " 000 eeo 0 000 00 0 •' a 0 0 e o 0 0 0 No.81223 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 00 0 0 0 0 ��(� ST •Idj drawing no. D.L.O. HEIGHT (SIDEUTE) = FRAME HEIGHT -e 11.438" (STD. $QT0RAILb o 0 Sealed: 10/19/2020 = FRAME HEIGHT — 14.875" (HI —RISE BOT. RAIL) �'tS's+• '• `�� D.L.O. WIDTH (SIDE UTE) FRAME WIDTH — 13.563' FL #22551 ��i�� 1111111�� sheet 3•�of 12 000 0 0 0 0 000 0 0 0 0 0 0 c,0 0 0 0 0 000 0 0 0 0 0 o e o 0 0 0 0 0 0 00 ee 00 0 00 00 000 0 0 o eoo 0 0 O O 0 0 0 0 0 0 e e 000000 0 O O 0 0 0 0 0 0 0 0 0 0 0 O O 00000 O O 0 0 0 0 0 0 O O 0 0 0 0 0 0 O 0 O 0 0 0 0 0 0 0 0000 0 O O O 00 O O !� 00 0 O 0 0 o 0 o e o O 0 0 0 0 0 0 0 0 00 00 O O O O O 000 0 0 0 0 0 0 O 0090 000000 0 0 0 O 0000 O 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 O O O 00 O 0 00 O O O 0000 O O O 0 0000 (D 111 19 O. L~ � ZV N O U1 O `ttt11111111,10 N ••�� 11lIf1�11tttt```` R. �0OAQp *mmA-4 omovom z<mm0 QC1yN r., m Vl � ror>5 rRza m z0DNm A 1A cD-� rrn z m x �mrnm� f_ rn m r _ Ou ire �� o D G N '^mO rn �m m ran W W N m o r m\ 10 W W N m o A m A W N 0 N o r m A W N n� �' o r a A N 6� �X m o am i= y I N A p Oi p O� m N J J W m m m Q O m m O O m m O O O m m O O O m m O O O m m O O m y O '0 � O o I 0 w 0 0 0 O O O O b O i C + O / .... A m \ 1 0 1 a fit N. N N x XO w rn i x XO w rn i W Ln m RM / \ N � O j4 A r rn 2 rn m 0 S n AM og N O rn = \\ r o m / \ N �m U rn A eat.: 11-2o-te �V1$0O^S' ES-EL30O ALUMINUM OLITSWING DOOR (LWLI.) AL-FAROOQ CORPORATION a o - no date escrl ion ENGINEERS & PRODUCT DEVELOPMENT CY)�. scale 1/2--1-0- E.S. WINDOWS, LLC 9360 SUNSET DRIVE. SUITE 220 f to 3550 N.W. 49 STREET MIAMI• FLORIDA 33173 (c.4.N. 3538) G• a.. M ° MIAMI, FL. 33142 TEL (305) 26"100 FAX (305) 2e"978 ehk. by TEL. (305) 638-5151 FAX. (305) 638-5158 COIJP-ANL\W16-71ES 0 0 000a00 0 0 000000 0 0 0 000000 0 0000 0 0 00000 0 0 000000 e o 000000 0 0 0 000009 z >o 0 4. 0 0 m o o m o c °A a � A a• z 0 o a z 000 z v) tom • ° m35 Coe 0 00 0 0 0 000 0 000oeo o e 0 0000 0 0 0 00 0 0000 0 0 0000 CD w (D G. r � � m � o N N CA O I.- `AT.,11111/// 0 0 o e o 000000 00 0o 0 0 000000 9900 0 0 0000 000000 0 00000e 0 00 0 0 0 0 0 . • ��% O a leate: 11-20-16 0 O) �o er. �: 1Aaa DOOR FRAME HEIGHT LEAF HEIGHT OO EXTERIOR ES-EL30D ALUMINUM OUTSWING DOOR (L.M.I.) E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL. (305) 638-5151 FAX. (305) 638-5158 SMM SPACE AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 35311) C 8 TEL (305) 264100 FAX (305) 262-6978 COMP-ANL\W16-71ES 28Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 i AL ANCHORS SUNS. SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON+ BY'DEWALT' (FY-164 KS$. Fy-NB FSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONIC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 35 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PATED OR PANTED) IYPI eFF DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN, INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS 50 — 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. C-90 GROUT PLUS) BLOCK AT JAMBS V. - 2000 PSI MIN. • • • • � • • ➢OOR DETAILS • •• •• • • ••• • • • • : • • : • `1111IIIIITy . •• ••• •• •• � NCI 8122 • : • • : • • • • • • • Sealed: 10/19/2020 FL #2255 1 ''SST iA1111`"`` • •• •• • •• •• ••• • • • ••• • • Z F8Q 6 S OJR LI; Oo�;q 0 mace O d�Kz L � F Q w$F W16-71I I TYPICAL AN SEE FOR SI wl-um EXTERIOR LOCK LOCK OPTION #2� O 1/4• MAX. FRAME WIDTH 31) BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING tBY WOOD SUCK a TYPICAL ANCHORS SEE ELEVS. d FOR SPACING 99 is ' o no 0',..q .. o 0 00 o f 1--o-r o 0 0o 0 0 o• o eWo 0 0 0 o a o 00 000 00 0 0 0 00 VwW �D N 3 t/a` MAX. p q w 4 W � N 0. o O o0`t t O tia'tti V o�� O'0ca o Q a0o O 4�a � J o {L Q W 7 U. W y o N a WOE IRS �. FOR SPACING ; �n I ae � g z 5 UJ� o JW F N m p V. 40 zee 3Z� h W Li DOOR DETAILS c o 0 0 0 a 0 o voo 00 0 No.8122 - 0 0 o v o 0 0 a o 0 0 oo 0 0 - y $ ,+ 0 0 0 0 0 0 0 0 0 0 0 5 s0 0 0 o so o a o o :��'•,� 9 0 0 000 e o o Sealed: 10/19/2020 % drawtn no. -`••' wi 6-71 FL #22551 '�sl+��ttt``�� sheet 7 1211 000 0 0 0 0 00a o 0 o e 0 0 o e s o 0 0 0 000 0 0 0 v 0 0 0 0 0 0 0 0 0 0 oe o0 0 0 e 00 00 oe0 0 0 0 000 0 0 s31t-91Mn 3tV-dno3 ---� ssts-ecs (sm) -xve tsts-on (sot) ml OL69-aga(SoE)')Ctld OOLBIBL(9o0-M z'tii '1.4 'Irivin aavl :dq (asss Mr va) SLTSS valalo3zi'lwvlw iMiS 6* WN 069£ -- n l OLZ aunS'3AIUa 13SNnS 09E6 7 Ilu3wdO13A30 ionaoad V Sa33NION3 O�� SMO4NIM 'S'3 °°+°" -1 ' -s/E '2 'a e OI.LVHOdUOJ aOOUV�- IV uol u�sa a o ou 0 N ('I'iN'l) 2l000 JN!lhS1n0 Y(f1NIP�f1ly OOtl3-S3 :suolslnaJ0 si-oz-« :,1op v � = q'ice />'' •.•.....-•.• �`�. o c N CQ ' I I I k• I q 1 d a 000 O O < I I o < 0 0 0 00o�j z `I I i II I 0 0 0 i c I I 00 0 0 00 0 0 0 s00000 0000 II � II = I I I i 0 0 0eo 0 LL OOo O O O O OOOOOO O O 0 i 0 0 0 0 0 0 900 O O O O 00 00 00 O O 0 0 0 p O O O N N O O 00 0 O O O O O O 00 O O 0 0 0 0 000000 O W W I N O W O I I AI I CL I ; III � II I W CJ; 0 w o I I d a 0 3 W .J I ii O J I I W I I I I < I � I I ? I I I I yNj w I � N m 4 N N � � N N 0 A W I M ^ a 2 K W Z V) = W JSIO 30a3 zW °' W 1Y VI K 4 000000 0 0 0 000000 0 0 000000 O 0 00000 O O O O O O O O o 0 0 0 0 O 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 O O O O O O O O O O 0 0 0 0 0 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 O O 00000 O O 0 0 0 0 0 0 O O 0 0 0 0 0 0 O O O 000000 It r N C31 C31 all O O O O 00 O O O O O 0 0 0 0 0 0 0 O O 09 00 O O O O O 000 000000 O 0000 0 0 0 0 0 0 O O O O 0:::. 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 O O O 00 O O 00 O O O w0 0 0 O O 06 O O O O O. 1 co N C N O cn 11111111111// tv a data: 11-20-16 revisions• o no date _' scale 3/6- . 1- 0) a _ Er. Dy: TAR10 v a — ► o chk by: ES-EL300 ALUMINUM OUTSWING DOOR (L.M.I.) E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL. (305) 638-5151 FAX. (305) 638-5158 A z 0 N AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SUITE 220 MUUNI, FLORIDA 33173 (C.A.N. 3530) C TEL (305) 26"100 FAX (308) 262-6978 COMP-ANL\W16-71ES 0 0 000000 O 0 0 0 0000 0 0 0 000000 00000 0 0 00 0 0 0 0 0 0 0 0 0 0 0 ° o 0 0 0 0 0 0 0 0 0 000000 0 0 0 0 0 0 0 O 0 En t7 0 0 ° � o ° r. 0 00 CyrJ o C 0 [r7 ° .j 000 a 0 rn 0 0 0 0 0 o ° 0 .._l r 1V 01 CA 0... 0 0 00 0 0 0 py 0 0 m 9000 ct9 0 �000 O O 00 0 0 0 0 0 0 90000 00 0 0 0 0 0 0 0 0 0000 0 0000 0 0 0 0 0 0 00090 O 00 0 0 0 0. Idatc 11-20-16 � �. cafe: }fig• . 1• dr. br: ;mow O cNk DY 0 EQ ES-EL300 ALUMINUM OUTSMNG DOOR (LM.I.) E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 638-5151 FAX. (305) 638-5158 4 o _F I 3•y > N :0 7 J i rX,j fn AL-FAROOQ CORPORATION a ENGINEERS Sc PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SUITE 220 MIAMI. FLORIDA 33173 (C.A.N. 35311) C TEL (308)264.8100 FAX (305) 2626978 COMP—ANL\W16-71ES LOCK OPTIONS: OPTION B 1: MAX. FRAME HEIGHT = 96 IN. MAX. LEAF WIDTH = 36-3/16 IN. MAX. DESIGN LOAD = 80 PSF ACTIVE LEAF• SURFACE MOUNT 3 POINT MORTISE LOCK SYSTEM BY 'INTERLOCK USA' KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR LEVER TYPE HANDLE AT 43-5/8' FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4' MIN. AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4" FH SMS INACTIVE LEAF: SURFACE MOUNT 2 POINT LOCK SYSTEM BY 'INTERLOCK USA' LEVER TYPE HANDLE AT 43-5/8" FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4" MIN. AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4" FH SMS I I / I I l o`Di a o 0 \ I \ I ACTIVE ' I 35 5/16' LEAF W. HINGE OPTIO OPTION ##1: I� \ w e: ACTIVE / INACTIVE 35 5/16' LEAF W. 4-1/2' LONG FLUSH MOUNT STEEL BUTT HINGES BY-HAGER- FASTENED WITH 12-24 X 1/2" FH MACHINE SCREWS FOUR PER HASP(LEAF). TOP AND BOTTOM HINGES AT 7-7/8' FROM EACH END (1) HINGE REOD. AT MIDSPAN FOR 82' HIGH DOORS WITH STANDARD THRESHOLD ONLY. ALL OTHER DOORS TO HAVE INTERMEDIATE HINGES AT 26-3/8' O.C. MAX. OPTION N2: MAX. FRAME HEIGHT = 108 IN. MAX. LEAF WIDTH = 36-3/16 IN. MAX. DESIGN LOAD = 80 PSF ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'BALDWIN' LOCATED AT 37' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 45" FROM BOTTOM CONCEALED FLUSH BOLTS FB-1202 BY 'SULLIVAN do ASSOCIATES' 1/2" X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 12" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2' FH MS INACTVE LEAF: CONCEALED FLUSH BOLTS FB-1202 BY 'SULLIVAN do ASOCIATES' 1/2" X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2' FH MS • Q 2 K c g \ \ ACTIVE 35 5/16' LEAF W. C L/ NACTNE 35 5/16' LEAF W. STAINLESS STEEL ATHENA HINGES BY 'SECURISTYLE' FASTENED WITH 12-24 X 1/2' FH MACHINE SCREWS FOUR PER HASP(LEAF). TOP HINGES AT 9" FROM TOP BOTTOM HINGES AT 7-1/2" FROM BOTTOM (1) HINGE AT MIDSPAN 00 000 0 0 0 0 0 00 0 o e o 0 0 0 0 0 o s o0 0 0 0 0 0 0 00 0 0 0 o soo 0 0 0 0 0 0 0 0 0 0 00 000 00 0 0 0 00 000 000 o 000 00 0 0 0 e o 0 o e 0 0 0 0 00 0 0 O e 0 O 000 O O O O O O 0 0 0 0 o e 0 0 o 0 Aeat'ed *10/19/2020 eeo 0 0 0 o eeo 0 0 0 0 0 e 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 00 o 00 00 oeo 0 0 0 000 0 0 W I ^y 3 Z h� z �q a � I aE m U w ui O V o> M cyO?m OaooB O Ix yya Q44 �7� inIL`^ '0 30 J aW0 o: ^ o � z o JW Z N N C-4 n 0 cnM I1 O M m n c Z3 -j tn @ 3Z� I vi Lo a La W M � ��.• VGEN3F' �i� o •� N � Na 81223 n 10 ,p fief• � 0 • $T ��` dfOWIRCj R0. W 16-71 FL #22551 4.000 1. � 5j070 1.400 2.416 L2.096--«{ Et FRAME HEAD/JAMB 1. .12-� { .120 �4p0 }_ . 1.500 .456 �k---3.985�•I E2 FRAME SILL (STD.) --.729- .080 TYP.0i5oo 1.173 .250 I If I3.979 �i E3 ) FRAME SILL (ADA) 1 1.226 F__f.324 of 1.314 L Etl ADA W'STRIP ADAPTER .045 -7 TYP. 1.066 1 L1.696J FRAME COVER 045 �• 1.383 I1 4�-1.706-�I FRAME COVER 7 TOP AND BOTTOM RAIL HI -RISE BOTTOM RAIL 875 r - 4.125 - 080 .793 - 793 TYP. T- 73 )0 1.490 2.065 87y62 1 222 .8713 062 1.222 T TYP. 5.796 _4 E13 E14 E9 ASTRAGAL STILE (ACTIVE) GLASS STOP (LAM. GLASS) 5.79v 6 080 1.319 r TYR 2.065 .070 0 TYP. 3.}- -j: 1 H--4.125 .740 E 00 ASTRAGAL STILE (INACTIVE) �+ �•�3 10 5.000 080 TYP. 1.750 14 F- �0 L� 4.125 EB JAMB STILE 711 -�{ 1.118 r �.289 I. � .287 .� .0601 ��-f •040 COVER STD. SILL I �E29 COVER ADA SILL F- 3.1827 - f,r.303 070 ---T EXTERIOR TRIM SNAP IN FILLER 1.400 -�•I .231 873_ y62 p.1 222 z qA O N Qa <� O t9 0 0 i� E15 a' o ONM GLASS STOP (INSUL. LAM. GLASS) V 0 �, 0 O G c O 1V88 T Z ♦�ZN-: T n �a02s .070 Typ. 1.600-a1 -2.516- MULLION ee 000 o e o 0 0 as e o 0 0 0 0• o s 0 0 0• e o e o 0 0 00 0 0 0 • 000 e 0 0 0 o 000 0 0 0 00 00o eo 0 0 0 00 2.096 v n Ix ,o c � CD .. z O Jw z C6Nv� pni C Into 3zui y WMmi1' .�,�. vcr�NSF � • No.81223 000 000 0 ose 00 o _ t�= 0 0 0 0 o c o _ e s o • o 0 0 0 0 0 0 0 ��Q',• : � drawing no. o e ee ° ° ° po ° '4616 10/19/2020 0 ;`� ' ., •' .� W 1 fi-71 • s+ FL #22551 �fill 1 11j%%% [sheet 11 of 12 000 0 0 0 0 0°0 o e e o 0 0 0 o s o 0 0 0 00a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 os eo 0 o s o0 00 •oo 0 0 0 000 • o O 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 00000 0 f 90000 O 0 oeevao 0 0 0oe6a0 0 0 0 000000 0 0 0 0 0 0 0 0 0 ee m 0 0 00 0 0 0 0 0 o eeo 000000 0 O 0 0000 4n o 0 coo 0 R 00000 6x o -0000 r c tit, CID N iV TV O 0 0 0 ;Cv1f1111 O 00 0 0 0 o e 0 0 0 0 0 ove0oo 00 oe . o ooeoo• 000 4 eoe 0009 e 0 0000 0 0 0 0 0 t1 (date: it-20-16 �o dr. br: TAR10 J Oehk by: n ES-EL300 ALUMINUM OUTSWING DOOR (L.M.I.) E.S. WINDOWS. LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 638-5151 FAX. (305) 638-5158 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI. FLORIDA 33173 (C.A.N. 3538) C TEL (305) 204-8100 FAX. (305) 262 6978 MIAMMADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION H 805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/building E.S. Windows, LLC 3550 NW 49' Street Miami, FL 33142 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 Section to be used in Miami -Dade County and other areas where allowed by the•A%thority Having Jurisdiction (AHJ)Oaallrstequality .... .... This NOA shall not be tion date stated below. The Miami-Dade'CouATy PrQdtldt•Control . ... .,, ..... Section (In Miami -Dad e AHJ (in areas other than Miami-Dade_CoKnf�y) reservetlte right to have this product or assurance purposes. If this product o ;rppjenal fads to perform; in the accepted manner, the ma ac 1 ' ur the expense of such testing and ft.4ktJ may�ttidl9diately, .... revoke, modify, orsus us p net or material within their jurisdictiou.$FR rese&ves h right..:..' to revoke this acce to med bMiami-Dade Count Product Controlb�eeiion that this • oduct•or material fails to meerequirements of the applicable building code. • • •; •; This product is approved as described herein and has been designed to comply with the Flotida BQAdin&Code,• including the High Velocitv Hurricane Zone. : • • .. , DESCRIPTION: Series "EL200" Aluminum Horizontal Rolling Window - L.M.I...... Rolling Alum. Wdw. (L.M.I.)", sheets 1, 2, 3, 3.1, 4 and 5 through 11 of 11, dated 12/19/16, with revision D dated 06/22/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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 MISSILE IMPACT RATING: Laree and Small Missile Impact Resistant I LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, model/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. 18-0221.03 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 Mann Perez, P.E. NOA No. 20-1208.07 Expiration Date: January 19,2022 Approval Date: February 18, 2021 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 16-0617.04) 2. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0221.03) .. B. TESTS C. W 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20}--'R4• .... 2) Cyclic Wind Pressure Loading per FBC, T49=--94 along with marked -up drawings and installation diagram of an alggljnum 1pizoetal sliding window, prepared by Blackwater Testing, Inc., Test Rep@41,10. ... . BT-ESW-17-007, dated 10/24/17, and addendum letter dated 1.2A646, both signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 18-0221.03) ; • • • • • • ; 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 '..' . 2) Uniform Static Air Pressure Test, Loading per FBC, TAS W1-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-007, dated 12/08/16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.04) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 06/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 2. Glazing complies with ASTM E1300.09 QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E-1 Manuel Perez, P.E. Product Control Ex - r NOA No. 20-k,01.9 Expiration Date: January 19',11022 Approval Date: February 18, 2021 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Compapy('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 VomQany (MA) j.... for their "Saflex Clear and Color Glass Interlayers" dated 09/Q;/j9, expjringen 05/21/21. ...... ... ..:..' F. STATEMENTS ' 1. Statement letter of conformance to FBC 5'h Edition (20141 an46BC 6tl`.bditioq••• (2017), and of no financial interest, dated 09/25/17, issued by'AlrF&ooq Corporation:"": signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-1114.06) 2. Distributor Agreement signed by Carlos Garcia and by Evelyn Daes. (Submitted under NOA No.16-0617.04) 3. Laboratory compliance statement for Test Report No. BT-ESW-16-007, issued by Blackwater Testing, Inc., dated 12/08/16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No.16-0617.04) 4. Proposal No.16-1228 issued by the Product Control Section, dated 11/16/16, signed by Manuel Perez, P.E. (Submitted under NOA No. 16-0617.04) G. OTHERS 1. Notice of Acceptance No. 17-1114.06, issued to ES Windows, LLC for their Series "EL200" Aluminum Horizontal Rolling Window -L.M.I., approved on 01/11/18 and expiring on 01/19/22. Product Control Ex r NOA No. 20- 08.0 Expiration Date: January 19, 2 Approval Date: February 18, 2021 E-2 E.S. Windows, LLC 2. A. ID C. D. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NEW EVIDENCE SUBMITTED DRAWINGS 1. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1, 2, 3, 3.1, 4 and 5 through 11 of 11, dated 12/19/16, with revision D dated 06/22/20, prepared by AI-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per F) C, TA47M-94 3) Water Resistance Test, per FBC, TAS 202-94. • : .. . ` 4) Large Missile Impact Test per FBC, TAS 20- '•:.•' ....:. 5) Cyclic Wind Pressure Loading per FBC, TAOS 03 94 • along with marked -up drawings and installation diagram of an OilMxum IiodAnal ' ' sliding window, prepared by Fenestration Testing Laboratory, 1q�. lest Rgpprt too. FTL-11027, dated 04/23/20, signed and sealed by Idalmis Ortaga,•R.'E. •.: ... CALCULATIONS • • • • % 1. Anchor verification calculations and structural analysis, complyjgg jith FVV; Edition (2014), dated 06/10/15, and updated on 11/09/20 to comply with ]rM'1'" Edition (2020), prepared by AI-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E-3 / Manuel Perez, P.E. Product Control Ex NOA No. 20108.0 i Expiration Date: January 19,'2022 Approval Date: February 18, 2021 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. • •. 3. Notice of Acceptance No. 20-0622.01 issued to Eastman Chemical ComAaoy.(1VIA) ...... for their "Saflex PVB Clear and Color Glass Interlayers" dated *01;06/2Q, gxpjring on05/21/21. " V. .•.. ....•. 4. Notice of Acceptance No. 20-0622.03 issued to Eastman Cheriliggl tomQan%(MA) for their "Saflex Storm - Saflex and Saflex HP Composite G1as&1fiterla;tPSt4ith ..... PET Core" dated 08/06/20, expiring on 12/11 /23. • • • • • • • • • . ..:..' F. STATEMENTS ' 1. Statement letter of conformance, complying with FBC 6" Editioq (2017), wit. ".0 7tn , • � • • , Edition (2020), and of no financial interest, dated November 9, 2MA issued bj AI-Farooq: Corporation, signed and sealed by Jalal Farooq, P.E. .... 2. Proposal No. 18-0784 issued by the Product Control Section, dated 06/29/18, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0221.03, issued to E.S. Windows, LLC for their Series "EL200" Aluminum Horizontal Rolling Window -L.M.I., approved on 05/10/18 and expiring on 01/19/22. Manuel Perez, PX Product Control Exawilitt NOA No. 20-1 08.07 Expiration Date: January 19'V92 Approval Date: February 18, 2021 E-4 FAST AT AT 5. O.C. %i J e 11• i 1 A 11AX. 541 12 11/1W' >2 11/18' 3W B/IB• (D) MgiDgS A82f WIDm A'T TRIG. 514E BNDS AT 5. O.C. THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. SHARERS ME NOT REQUIRED. ES-EL200 HORIZONTAL ROLLING ALUMINUM WINDOW (L.M.I.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MWAI-DAOE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION NM WILL APPLY TO ENTIRE SYSTEM. _ •�MinaLr2Tr:L�A1R[• � THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (SM EDITION)/2020 (TTH EDITION) FLDFIGA BUILDING CODE INCLUDING HIGH YLLOCRY HURRICANE ZONE (HYHZ). IV OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHER$, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOVN•ON•CERNI.S• AND INSTALLED PER MMUF•S INSTRUCTIONS. SPECIFIED EMOEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS31'/TO WOW ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METAUC AND NON-LO.PRESSIOL, MATERIALS INCLUDING BUT NOT LIMITED TO SIRi/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMIUR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE h ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PRfNOE INFORMATION MR A SITE SPECIFIC PROJECT, La. LIFE SAFETY OF THIS ➢ROWCL ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT .AND SEALING MDUNDsOPENINB FOR• WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE M&YZED EEPAMTELW,•• AND TO BE REAMED BY BUILDING OFFICIAL DESIGN LOADS SHOWN ME BASED ON •ALL(WABLE STRESS DESIGN (ASV)'. 72 15/1W' NLE WIDTH 12' (3) ANGIp6 •. AT WTG. SRLE ENDS MAC 5' OF.1 1•AD ODRUEa cOR/SUR,L _� I TI `✓ 11 1, II 11 n II n I' 1� II I 0� B 12- 5 SAX mSo SLL 32 11/16' m 11/I6- D.L. OPG D.L OPG. DB 9/IV (s7 ANCHORS yEHi Wp1H AT MAC. SIRE ENDS AT S• C.C. MAXIMUM DESIGN LOAD RATING w+ 65.0 PSF (FOR sams slam M OR smALER) - 63.0 PSF AITG. STILES MTROUT REINFORCING �V Z ryn w FE c" �o Aa � V rMw 3 r O�t�io ;go;s 03„ LL ZH�e 5892 Q bmi k' I ON 5126 MOWN ABOVE OR SMALLER) - 90.0 PSF < F + 0 4 E MTG. STILES TRTIi REOIPORCING I q C OPERATING YENR CAI BE 1 4 TO 1 3 OF WINDOW WIDTH MAY D.L. OPG. FOR R%EO UIE NOT TO EAC® 12.7 S0. R. Pat ALTERNATE SUE UNITS MAX. FPAIE AREA OF WIN" • NOE 7%EXCENYTE$TED FRAME MFA OF 01.46 50. R. o'eS_ w ^ • • • • DUCT REVISED - • • ••• 6cpmplying wllM1 flle FlerlEa 111 1 I 5WI i<<mu if GI 0 E • • . E .�"s` NOA-No. 20.t206.0T �V . A `�•.• melte• A1D�EF ••• Ex on 0• 1/19/2022 d B NIA � r • • MI• ,de PT•Wugrc trot . :•• : :)EC U 1 203) draw n9m no. •• • • • • OF • • seR.... I W118-86 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Y W. NFIO/SR1 CO9NDi5 m T9E ENO9 no' FMIU: (] AllPlpS WOIH AT YIG. kT1O6 A AT 5'HFAU 19' YAK I TYPICAL ELEVATION F,Allm iPAMEs It0' ) FINK WpM 46. IIA1L AT 11TOs9111E 12' AT 3' O.C. CORNER.R 6 ___ 1 I n y u i n y n y e ••• I A e W%, Will (a) INOHORS 32 II/l3' m 11/1e' • • • • •m AT M.vu EWS D.L OPG. O.L. OMT. � It nL om It AT 5' D.D. 36 9/15' : • ' 06.9/18• ItvOn woTH TYPICAL ELEVAntiN • VfNf FNIGE FRAMES WITH FIN AMwER TYPICAL ELEVATION RNIGE FRWES NTH FLUSH TENTER MAXIMUM DESIGN LOAD RATING -+ 65.0 PSF (MR 5 warm A60.T OR MMIIFt) - 65.0 PSF NTG. STIES WITHOUT REINFORCING MAXIMUM DESIGN LOAD RATING -+ 80.0 PSF (FOR s crawl AeTrT OR SU LERR) — 90.0 PSF MTG. S S WTTR REINFORCING OPERATING YEN15 tl 9E 1/4 TO 1/3 OF WWOOR W0TH W%. O.L OFG. NOR M(W LIIE NOT TO E%OEEG 12.7 W FT. FOR &7UNIATE Mm UNIM WA FRAW ARIA OF "" It • It It• RIM TO CIma TESTED RUNE AREA OF 47.36 M. • •PRODUCT REVISED • • • ! gmfting wiN the Floti6• `I,II I I,F eue61nIt Ce6e •• 11 •NOa-Nn. 20-72O8.07 ` F . 6. Inh•n o•te• 6y • • •Min .d. Pmchicm Im1 —>•E' {) i"l• • DEC 0 1 MIt ••••• • • • •• •• ••• • • It ••• • • O 2� O ag� QeG OHa LLo �Z59 W16-86 : •3 y 1/B' TEMP. cuss 1/8' TEMP. Cl/SS 1p 3/8' AIR SPACE 5/18' AR SPACE V Q A 1/8' HUT STRFN'D. GLASS 1/B' HFAT sfREN'0. Gt 1/8' HUT SiREWD. GLASS 1/8' HEAT SIREN'D. OUGS 0 SK O Mmava r .090' Mteaeyer .090' Intorlwar .090' Intrr", C ru C M090' M PVB TrnNIM P.E TroNfM P98 TmMlol PAI p. By'Kumna, AmeAw. Mc: By America. Inc.' 0,'Kummy Annetta, Ina: By'Kuraray bled. Inc.' LL = J O90' Interlayar .090' Intones., 090' Inteaayr .090' Nhrlayr Sen4yGka Sentryolaa Cryges S.mryOlaa a By 'Kuraiay Anenw, Mc.' By 'K.nmay Anon... Ins: By 'Kuromy America. Inc.' BY 'Kuraroy Amenu, Ina: OR OR OR OR OBO' HHanaYar Ago' Inl•Myr .OBO' Interlsyer .OBO' IntoMyr � Salle. Char Anal Color Ghee Sable CMar AM Celt GMer Santa Clear ArM CMr GMn 5•Ile. Char AN Cokr Gan 8y 'Eastman Chemical Co.' By 'EarMan LTamkal U.' By 'Esslnwn Chemical Ca: By 'Eastman Chamkol Co.' OR OR OR OR — 075' IntetlayT .075' Intrbyef .075' Insulator .07Y Inten•yr j Solis. CP With PC Coro Salta. CP With PC Care Was CP With PET Coro Bell•. CP Men PET Core 8y 'Eastman Chamkai Co.' By 'Eastman Chemical Co.' By 'Eastman Ch•micol Co.' By 'Eastman Chemical Co.' � d3 1/8' HUT CREWD. GUSR 1/e' HUT STREIRD. GIASS 1/8' HUT STREWD. GLASS 1/4' HUT STREN'D. GlUgM _ S0"ISM. 00'NSIL 795 OONSLE DOss9L go OOWSIL 983 SNICONE DO8'SIL 795 DOWSIL 983 SUXOBUNININE DOWSIL 795 DOWSIL 9B3 2 . ca JVJ J y 0 L 983 24M WSIMOT)0 gy DOI TWELT)0 `.MOWSIM LW0 IA Vn 9 (NOT MELT) v� ((HDOVISH. 9 ((i i 0 ca YI 3 yea 1 YI Yt 1 ry ? — o o3i 1 0 A NN SG M2 w w GWSS TYPE '1' •LACKS '2' GLASS TYPE 'liGLASS TYPE '21' 5/16' WT.RAIl VM. GASs 7/18' OVERALL LAM. GIASS 7/9' OVERALL INSUL all. GV 1/8' p/ER4L INSTIL uM. Gusg; 3 O GLAZING OPTIONS 9 .511 •' '• ' ' ' • • JRODUCT REVISED a ' '• • • ' ton IM th•FloHae • •: • • • • . • � vI� 1 ea pllu ull l Sa a • • • ldm9 MOA-Na. 20.120L1.07 L P yp �;. so:• • • • • 5/16' k'3/e' CONSISTING OR: E. iratlon D.te; \.AI •• �eB"• ,�� I AIR "AM 1192022 SPACER: ��'Zi%-* I ey. 'HEUMA LOW PROFILE ALUMINUM SPA • • • • Ylam •tle Pra luojtM trot * * — E. I NOTE: 9Y NtGEAiE * . = . e GLASS CAPACITIES ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) PFYIf2.19H' AROUND JHE PFMEIER OF ilE GAM. % :DECO 12021 PERIMETLR SEAVNT: • • • • • • • BT tlrawing no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 SIl1CONEi • • • DOWSIL iBt ' " ' • • • Rpl1YN:' $Y/ " "� wi B-SB GE 2000 TI1µl1It" .heel 3 at 11 1/8" HEAT STREN'D. GLASS 1/8' HEAT S1 'D. GLASS twas SentriGi- By 'Karoray Americo. Inc.' By 'KumM Americo. Me.' 1/4' HEAT STREWD. GLASS 1/4' HEAT STREN'D. GLASS D u� DOWSL 795 c. DOWSIL 795 E,O I / I ex? " 11 / AT 1/4 PONMS ON LITES M3 AT 1/4 POWS ON LIM WIDER THAN 36. ONLY WIDER THAN 36' ONLY GLASS TYPE '2A' 7/1W OVERALL LAM. GLASS 3/16' HEAT S[REN'D. CLASS .OW 1111114ftW sentlrymasEly . America. Inc: 3/16' HEAT SMEN'0. MSS SILICONE z DOWSIL 795 q tt II / AT 1/4 POIMS ON LYE'S WIDER THAN 36' ONLY GLASS TYPE 7/16. OVERALL LAM. GLASS 3/16' HEAT STREN'D. GLASS ftw 13 co 3 Z b n byCks By 'wMrvy America. Inc. 0. 3/16' HEAT STREN'D. GLASS 0. v DOWSILL�795 IL t. tl 11 Q p� I I I L1 at Pl �QQ 0 Qly�r M1+ V' z (A'; M3 AT 1/4 POIMS ON LRES WIDER THAN 38' ONLY a 521 1/4' TEMP. GLASS nn id 5/16' AIR SPACE 1/8' HEAT SLREWD. GLASS U w 090" Intsdayer & Trosifol PVB By 'Kuraray America. Inc.' OR fA h � 00M D arlaysr M 1/0' TEMP. GLASS By 'KuroM America. kw-*g z id OR 8 2 5/16' AIR SPACE 090" Irmtsrfaysr o 1/8' HEAT STREN'D. GLASS i Saflex CIw And Color By .ClmamiealCo! �� t In W M� OR 090' Interloyer .075' InWayw SLLICONE SentryGlas By 'Kuroray America. Inc.' SILICONE Saflex CP VAth PET Caro By 'Eastman Chemical Co.' DOWSIL 791 (1/8' X 1/4' 1/4' HS. GLASS DOWSIL 791 (1/8' X 1/16*) 1/8" HS. CLASS 5/16" AIR SPACE CONSISTING OF* L SILICONE9S � � SILK ll 79795 ONE 'H� EUMA'A' LOW PROFILE ALUMINUM SPACER 2 z z BY 'UNGERMANN GMBH' 5 16 i ` MIS AROUND THE PERIMETER OF THE GLASS. I t PERIMETER SEALANT: SIUCONE t DOWSIL 791 0 00 o 0 0 0 0 00 GE 2000 c 0 0 0 0 0 0 0 0 ORODUCT REVISED e 0 0 0 0 0 0 0 0 o as �O opW!2 with rho Florida `11 ll 111 /y 11 AT 1/4 POKTS M4ALL 11 o e o 0 0 0 AT 4/44d1ows 0 0 0 o 0 o Bu 1{IinCoodda UQA-No. 20-120%07 �� ' • �i ��. a •_ SIZES ALL SIZES Ex Iratlon Datc• 1 19 2022 ��' ��'•., GLASS TYPE '2A' 7/6. OVERCL ALL INSUL LAM. ASS GLASS TYPE '4i' 7/8' �b WSL% W GLASS e 000 MAXIMUM DESIGN Lt£ADS FORS GLASS TYRE '4 0 By. e 451am ado Productt'C trot [� OZg B `7 Ltj NOT TO EXCEED *60.0 PSF 0 0 o e o eo 0 o a o0 o 0 000 0 0 0 0 0 0 0 Q Z02J 0 0 0 0 0 0 0 0 •'• j� �i �•;• �� s+s....... �� drawing no. w� 6-86 GLAZING OPTIONS �/� ftmt't t I�� ahaat 3. t of 11 000 0 0 0 o eo0 0 0 0 0 0 0 o e o 0 0 0 0 000 o e o 0 0 0 0 0 0 0 0 0 0 0 00 00 0 0 0 00 00 000 0 0 0 000 0 0 0 e 000000 0 0 00a000 O O e 000000 00000 0 0 00000 0 0 000000 0 0 000000 0 0 0 000000 WNDOW HEicHr 0 • • ' EXTERIOR • • ir A - •' .' -Alit D.LO. 1 /4' MAX. VEMT 1{OCHT 1 /4- MAX SKW SNIM 75 MMOM HOW u� O D L0. O .. ; EXTERIOR m • ao a, �i � a w � a �s r -- - - .Z/t o WOOD o �• o D STRUCTURE 0 10 o • 0 0 °i 00 00 1/4- MAX. o Q e o o ,�RFO�io eooooo SHIM v fi 1/4- MAX• o •o��zi • o 0000 o �f o 6 000000 • o50 000000 000� x ra�o 000 WZW o 4 o°°�OC 0000q acizc o—� cmCL .•3m�m _ C1pi w � C7 N 1 �s N O = C zb, a = CISO G OR N V a O rrrtut z a aatr ts_1Q-ts rows ona: ES-11200 HORIZONTAL ROLLING ALUM, WOW. (LM.I.) A4FAROOQ CORPORATIONbV a "A° °,,°„n oe�w�cc°n•s SHM E.S. WINDOWS, LLC �tH s ar PROD. SUrFE rx o Etur .0. M e oa s7.n eo CWM TM SHEET M UUY L FLORIUMSEr D 331 StrRE 220 3550 N.W. 49 STREET MWlVEI. FLORIDA 99173 MAX. saes) °. ( ar. by: uft a o+.+s+ No CKMM nos SHEET MlAMI, FL. 33142 TEL (E05) 2044WO FAX MM 2624978 G• � 'o d o Den. Goo" MOM (305) 638-3151 FAX (303) GM-3130 COMP —MIL w16-86E5 _____�___� �OV'V I MEAL I MMMI-ONE COUNTY APPROVED I EDGE 1XV. SIRUGIIIRE 11 ME SEPN TE ll A 11 Z 3 I SCE I C MST. 1 F L i ` ---- L --__ _ ___A� �' g a ME E1Ly NClgRS S¢ O+ o FOR SPAGWG FOR SPA gp K J 4 j WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM [� AND TRANSFER THEM TO THE BUILDING STRUCTURE. tH TYPICAL ANCHORS: SEE ELv. MR SPACINGy4• DI0. tILTAAC0N4 BY 'OEIVAT (Fu-tM - iY-IA4 NN)u�i `.!!• INTO 28Y WOOD BUCKS OR WOOD STRUCTURES n Z F 1-1/2' MIN. PENETRATION INfO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4• MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) c 1-1/4' MIN. EMBED INTO BLOCKS (JAMSS) B$ (GWE 5 CRS) NT - OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) • • • • • • • • • • • - pp (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE • • • • .0. • •.00 ^ E S o 8 ALUMINUM: 1 B' THK. MIN. 6063-T5 MIN. • • . . • • PRODUCT REVISED ` + / ( ) • •• • • • • ••• bmP1YIn9 wH11 tM1e FI.HN. STEEL 1/8• THK. MIN. (FY a 36 KSI MIN.) • • • • • • • BYIIYNP L'be D EEL N mffmT WTI% NDYDAM TO BE PUTm OR PNNIEP) • • • • . . • • • • NBA-N.. 20-1208.0T + L, TYPICAL STRUCTURE DLFAN. B. lotl.n Dae' INTO CONCRETE AND MASONRY - 2-1/2• MIN. BY r � No�20 ); .•• •.• • •.• rAW.m aePr•tlu•f'G trol p�If LET' x INTO STRUCTURE - 1' MIN. . . . •= g .t INTO METAL SRRUCRE - 3/4• MIN. • • • c : `IF� U 1 WOOD AT HEAD. SILL OR JAMBS SG - D.65 MIN. • • • • • • • • ��{flrM`` ;116 b. CONCRETE AT HFNI. SILL OR JAMBS r. - 2000 PSI MIN. • • • • • • • • aQB•� `' W t 6-86 C-BO NOLICW/FUE0 BLOCK AT JA M rm - 2" PSI MIN. AYYT i /�j(\ \\\\\` sheet 5 0l 11 ••• • • • ••• • ••• • • • ••• • • 0 0 000000 0 0 o00000 0 0 0 000000 00000 0 0 00000 P e 000000 0 0 009000 0 0 P 090009 oo00 0 00 0 0 0 0 00 0 0 0 0 e000 0 0 000 0 0 00 000 0 O 4 W u 0� e rn� 00 a 0) P d& br. O X 2 A V ta 91 0 Ev 0 c n on ES-MW HORIZONTAL ROWNG ALUM. WDW. (I Ho aw= Tm E.S. WINDOWS, LLC ND CK MD[ TM SM 3550 N.W. 49 STREET "D MOM THS SHEET MlAMI, FL 33142 ODIUM REVOM TEL (305) 638-5151 FAX. (305) 636-5158 I D a ID AL-FAROOQ CORPORATION ll�c ENGINFBRS & PRODUM DEVELOPMMT93SO sUN= DRM SUFM =o M1AM1. FLOMDA 3=73 (C.d.N. sma) TEL (3m 254.6100 FAX. (3M 2626978 0 0 000000 0 0 000000 0 0 • OOOeOo 0 0 0 0 0 O e 'f0000 O � •000vo 0 0 000000 0 0 0 000000 WINDOW KEM-1T EXTERIOR v p mF • yr • • fd r r • � f 70 9 y z 1/4• MAX. 1/4- MAX. SKI G SHIYS $n A 90 N z g �i 1/4 MAX m A SHIM CD000eeo 0 O O 0 o 00 eo 0 z o 0 0 0 0MEE 0 0 0 0 0 Q_ v o 0 0 MGE DIST.FS 19 t 00 00 0 O O O O _ . p 2�z0©©© O O O O O O O O O • • S O 07. 000 • ar +C S 000000 0- 0 0 0000 �� 0 00000 IRq o an �i. ooeo 000ee 0 03p oo Hn Z aH a 9 0 0 W0 4 x t» e 9 000e : v plows o pIt o� Cc a No A N V d a aaca tX-t9-t° revsortsr ES-E1200 HOWONTAL ROWNG ALUM. WOW. (LM.I.) AL-FAROOQ CORPORATION a .0. � A Ot.tt.11 NO CKQ= THIS SHEET�NGIN EEM & PRODUCT DEVEXOPM EW c, ; tn• - t• E.S.Esw�HQows, LLc BHT DRW F. � n0 f -i io ° oos�.. No CKUM TM S� 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 ("Jr. 3538) o ( a.. W. TAM c ot.ts t No aONee sties stH1> T MIANI, FL. 33142 trM CWM20441M VAX (30a1 a �' imc oAk o oENpHn REvsnN TEL (305) 638-5151 FAX (305) 838-5158 COMP-ANL W16-BEES O 0 O O O O O O O p 0 0 0 0 0 0 O O O 0 0 0 0 0 0 00000 0 0 00000 0 0 0 0 0 0 0 0 O O o e 0 0 0 0 O O 0 000000 WINDOW HEIGHT ° a PAM OEXTERIOR O P z M JI)E z Col�I ow 1/2' ION. 1/4' MAX. GAP30 1 � O N A Z � O H Z o .. O O o 0 0 0� - y O O O 00 N OI O O O O O O+ O 0 v A.. I - O O O la O OO O O O 0 O O O p 0 0 0 0 0 0 0 0 O O 00 0 o z p p �2 O 0 000 g oeeoeo 0 v 0000 �-• ooe000 23 o o O O t O O O O N 0 000000 tij O ev rr� 0 0 0 0 0 0 0 0 0 0 O 0 O O Q 10p 00 O O 00 Re 0 0 O E 0000 O O O 0 0000 1D m sZ WD y >< ry O 0 a0 p O z cc D O .� e� v a CL o c m Cl N V a i Ef � 7 u 111 s a aalc IQ-19-/a sons: ES=E= HORIZONTAL ROWHG ALUM. WOW. 0-M.1.) AL-FAROOQ CORPORATION a E.S. WINDOWS LLC EHOIN�s ar DRooaSU DevELOPMEI�rr r 9380 SUNSET DRIVE. StltiE �' O cc a rARp 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 (C.1.N. $538) /� PARK FL 33142 TEL. ISM) 2644LWO FAX (soar �7a �r G) chk. b,. TEL (30S) 538-3151 FAX (305) OW-31W COUP-ANE W16-86E5 n date ascription A 01.11.17 ND giI111Gi 11ES SMELT B OY.27.17 NO CMAMfiE TIES SMELI C 01,19.1 NO CIiMlCL TIES SHEEP D 0a.>wt. GfllOtAl REV610M O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 O O 0 000000 00000 0 0 00000 0 0 oeeeso 0 0 000000 0 0 0 Oee00e O 0 0 0 0 0 0 O O 00 e o 0 000 0 oeoe0o 0 0 O O O O O O O 000000 00 00 0 0 600660 0000 0 0 0000 0 0000 0 0 0 eo 0 00oeo0 e 000000 ooeo 0 0 000It W 0 00 0 0 0 0 0 m xmo9 x I P., 9 ao O o o f°9 3 C Q e 10 a 4 O A » N cr �a Q '[ .6 Ci T .A Cl » o Foo o 3 ddw 12-19-16 ravimcn�u- Ito date I bV I doacn N n O co :3 0) 0 tro01c 1�2 1' dr. E1r. um A 03.11.17 NO CKV= THIS SHEET e a9 27.1 C 01.1L1 D 0E3i NO CKANCC TM pm NO CKANCE THIS SHEET ODam REamm d& V O G C! W i N C O 5 ; 5 iC 0) C PI G 1-2 1!2 V m G♦ U 4 N to Q O Si �' a I; n M wW 03, " �x ..� X X! p � �H 1 0: '8 i?R$=R� p o 1 4, � P��? �El�l�lEl�lClm I?�I3 I I?QRPRRI? PC oPpe��os b x..5 M 9 9 9 N O O 1u� i �' t raj �G7 �j f $ A -1 .. r Ire 0 O .Cy9Pg S N 2 C v =--ill 1 a a I, I, � 'I I v 1 ih F � � � d A � a a O 01 g' a OI Or O) v � OI OI 01 � � ;/ b 01 b ;grn -1 OI O 0 19 ES—EL200 HORIZONTAL ROLLING ALUM. WOW. (I E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL 33142 TEL (305) 6as-5151 FAX. (305) Gas -alas AL-FAROOQ CORPORATION a ENGINEEm do PRODUCT DEVELOPIIRENT 93w SUNSET DRNH. SWTE =o I UM1. MORIDA =" (C.I.1Y. J688) ` TO- VJM 2648300 F= PM 269 69 m m 0 m z O O 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 e 0 00.000 0 0 0 0 0 O O O O O 0 O O O 0 0. 0 0 0 O O 0000eo . O O 0. 0 0 0 0 000.00 a de- 12-19-16 er. br: runt/ CD v arf. b r n N W L N N q A N X O F ' a► b - a �• z u T 4 o -T_ N bV � m N O r,L, s � � i0 as�fO� Es-a200 MMONru. I ALUM. WDW. (LMJ.) AL -FAROOQ CORPORATION a e awac +1as s cr E.S. WfNDOWS, LLC FXCINEERB of PRODUCTDEHELDM0rr No CKVM TM S+EET 9360 SUNSET DRWF, SUITE 220 3550 N.W. 49 STREET MIAML FLORIDA 331" (".N. 3538) `+ NO °� eq TM s� UL4MI. FL 33142 s. � ze 4wm FAX (MM �78 oiNDat RE+Uge TEL. (305) 638-5151 FAX (305) 636-5156 COMP-M!L\W16-66ES H w••1•.5 1'a[ OC•1p _p_ A 3 tm30 i e ° - C s p nm y G T 3 •=T O C §q 1r xii =0 141*11 \ O `per•.•., ... ... ••'�� v ES-ZUW HORIZONTAL ROWNG GWN. Wuw. (LY.I.) AL-FAROOQ CORPORATION a rES. WINDOWS. LLCGiNtsnsa<rnantict'1>avacowltaz•r ■a wn.n w cwxu nas vm M1.RIDA--'3550 N.W. 49 STREET mwml.nanlow svzra (u�.x, ssss)0 otxzm auwl mvamx M ( ) -151 Ut q.: tal. (b3) asB-slat iAK (sos) aM-DiN Lyro•p-HIT wts-9acs MIAMI• A NIIAMI-DADECOUNTY 1®- PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildine E.S. Windows, LLC 3550 NW 491" Street Miami, FL 33142 SCOPE: This NOA is being issued under the ap lica a regulations governing the use of construction materials. The documentation subtnitte n vie and accepted by Miami -Dade County RER- Product Control Sectiontobeused inI rr d oun and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid afterthe ex irati t The Miami -Dade County Product Control .... Section (In Miami -Dade County) an r H or than Miami -Dade bounty) reseN�ttlptight ,,,,,, to have this product or material tested s ancep ses.IfthisproducteimaterialfaiIsto .' perform in the accepted manner, the manufacturer will incur the expense of such testing -dad the A 4 may .... : immediately revoke, modify, or suspend the use of such product or material within tlldit jtitis dicti on. RER reserves the right to revoke this acceptance if it is determined by Miami -Dade CHh N Prodlicif,% itrol Section that this product or material fails to meet the requirements of the applicable bulainig code. This product is approvedas described herein and has been designed to comply with.Ule,.Florida Bnjlding ..... DESCRIPTION: Series "5000" Outswing Aluminum Casement Window - LA.L ...... APPROVAL ENIiI: Drawing No. , titled S-500Alum utswrng�:Casemeri{Wdw.:.... : (L.M.I.)", sheets 1 through 10 of 10, dated 01 /23/08, with revision H dated 08/25/20, prepared bxA4R;8rooq Corporation, signed and sealed by Jalal Farooq, 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 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Barranquilla, Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of thisNOA shall be considered after a renewal application has been filed and there has been no change in the applicable buildingcode 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. Failute 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�� This NOA revises NOA No. 19-0708.03 and consists of this pag[rar!'e"v=paa"gesjE-_1, E-2, E-3 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P NOA No. 20-0915.02 MIAMI-DADECOUNTY Expiration Date: April03,2023 ,...1 Approval Date: December 17, 2020 V1214120 Pagel E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision G dated 09/27/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 19-0708.03) B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TA'SA94 „ ,• along with marked -up drawings and installation diagram of -&sexes 5000:oufswing...% aluminum casement window, prepared by Fenestration TestinrAftratory, I'nc., Tess,,,; Report No. FTL-9711, dated 07/26/18, signed and sealed by Idalm�s.Orteqa�AE. ��•� (Submitted under NOA No. 19-0708.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..'..' ...... 2) Uniform Static Air Pressure Test, Loading gpT-tBC TAS 292-94 3) Water Resistance Test, per FBC, TAS 202-94 :'. """ 4) Large Missile Impact Test per FBC, TAS 241;94: : .: :.... : 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 :'•.•• 6) Forced Entry Test, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) 3. 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 6) Forced Entry Test, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No.08-0204.05) Manuel Perez, P. . Product Control Exa r NOA No. 20-0 15.02 Expiration Date: April 03, 3 Approval Date: December 17, 2020 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 10/27/14, revised on 09/22/17, and updated on 09/26/18, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 19-0708.03) 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. 19-0305.02 issued to Kuraray America, Ine:fe'r their...:. "Trosifol® Ultraclear, Clear and Color PVB Glass InterW�&' dated 05/09/19 .... expiring on 07/08/24. •"". :...% ' 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray QWrica, Iip� fox theii,;;; "SentryGlas® (Clear and White) Glass Interlayers" dated•i2128/17, exl3iring on..... 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6`h Edition (2017) 2AQ•df no financial interest, dated September26, 2018, issued by AI-Farooq Corporation, signed and sealed by Javad Abroad, P.E. (Submitted under NOA No. 19-0708.03) 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No.18-0116.04, issued to ES Windows, LLC for their Series "5000" OutswingAluminum Casement Window-L.M.I., approved on 02/22/18 and expiring on 04/03/23. Manuel Perez, P. . Product Control Ex NOA No. 20.0 15.02 Expiration Date: April 03a, 3 Approval Date: December 17, 2020 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision H dated 08/25/20, prepared by AI-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 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 2Q1-94 •" .... ...... 5) Cyclic Wind Pressure Loading per FBC, TASZa�-94 , along with marked -up drawings and installation diagram of•a:mlled'sc+res 5000•••:• outswing aluminum casement and a fixed window, prepared loyMestratioil Testing,,,•; Laboratory, Inc., Test Report No. FTL-12112, dated 06/19/20,;1gmed ard•see�ed by .... Idalmis Ortega, P.E. ... ..:..' C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FM M11 ""' Edition (2017),dated 10/27/14, revised on 09/22/17 and updated16 c)mply witD FBC; .... 71h Edition (2020), prepared by AI-Farooq Corporation, dated 08/27/20, sighh8'4nd sealed by Jalal Farooq, 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.19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No.18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. Manuel Perez, P.E. Product Control Exa NOA No. 2C 15.02 Expiration Date: April03, 3 Approval Date: December 17, 2020 E-3 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) F. STATEMENTS 1. Statement letterof conformance, complying with FBC 61h Edition (2017), with FBC 7th Edition (2020), and of no financial interest, dated August 27, 2020, issued by AI-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. Notice of Acceptance No.19-0708.03, issued to E.S. Windows, LLC, for their Series "5000" Outswing Aluminum Casement Window -L.M.I., approved on 08/01/19 and expiring on 04/03/23. . . .... ...... ...... .... ...... ...... ... . ..... .. .. .. ...... . . .. . ...... / Manuel Perez, P.E. Product Control Exa r NOA No. 20-0 15.0 Expiration Date: April 03, 3 Approval Date: December 17, 2020 E-4 ., CAN LOCKS (2) LOCKING POINTS ALL SIZES SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 ION EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ), IBY OR 2BY WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED AGEWATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MMUF'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 UMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WFN GTNER D15SIMINR MATERIALS SHALL MEET THE REWIREVINTS OF THE 2017/2020 FLORIDA BLGO. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND GOES HOT PROWOE INFORMATION FOR A SITE SPECIFIC PROJECT, I.•. LEE SAFETY OF THIS PRODUCT, ADEOWCY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUW 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. DESIGN LOADS SHOWN ME BASED ON 'ALLOWASLE STRESS DESIGN (ASO)'. 9' SURFACE APPLIED I+—]' FALSE MUNDNS-\ t ]—� OPTIONAL I I I GI MULTI POINT LOCK LOCKING POINTS SEE CHARi— wOW. OF HEII ERS V 6'ASH 26'o'52'T6' 11/ \ -a2 \ j 5 I\ + 30 5/8" ]0 5/B, OIL. DEC D.L OPG 35 T/B' VENT WIDTH VENT WON T+' 2 A C cc A0 V Ego q q O ogt; Oata 439 <6119 m vlGa� p O'li panm � 3z4m Dlha� �k L Wna • • • • • • • • • • • •fNESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ME NOT REQUIRED. i q >I a'.�^ g _ 81S • • • • • • • • e •• •.� ••• •• • PRODUCT REVISED VAVpL1 IF INrAAA'' AP, b •• plying VVILA the Florida 9aLldi"Caae V �+,'.. �; . B NOA-No. 20-0915.02 S .aa DL03 29 L a, - • • • • • • : • • ; • MaaMMtl T3thatpeoR • • q,. Ue rawny nog. . CCD 1 ' 202 t '•nomGK..`2 9c_e... DU08-08 • •• • • • ••••• ••• • • • ••• • • 0 Mals 6t *m N 099C iL'-' w a= �ns �lua n..S mm 00 �WdO�Q MnOodd I �33NIO� O-n 'SMOONIM 'S*3 3 0 NOIIVUOdUo ou 3 - - I -g� mo; z rj) boomvgl-lv su,wa, '. qt. e4g -Na M w? C., ;oj 83 Ef N V 0 j z 0 2 , e oz WA& o q o . . . 314 o a S 2 x ; ?. . 9 9 9 9 9 11 M*1 9 9 9's o a q - q I . -16- p ;J1 ol - g a 9 a a 9 0 d 1-1,1H.H. o o S 9 0 a V. i Mi. ass g 9 9 is al; in T z z w ol;q - o i a k HH-H-1, 0 Tog MRSONNG, 22--c.c.. M, ... I ; q q q ass a SEP ;2... AID o - 2 lo U o . . . . Q q Q I Hid 7 X -a 'S S.. -S -:t -S k 4 �i Lo�i .31 140- 01 a R -o-o a 9 a Q a 92 S 9 9 9 8 8 8 R '?, 8, i'l -MM-Mg g i i o?. '9 1 *9 'R 2 1 o o - q - . o a- -2.99 is's"MRisga dqo; a 9 9.992 g g o I t u -I l2QqqQqq.=- :g :g q q o �o 9 2 2 2 '2 42 qQ '2 'd 4, IS 2 'S qS Ila 91 2 2 21 -.12 q q q . . . . . . . 1-9 2-1-2 q9 22M,92. I a og 2 7 it A 7 A i 1/8- KW STRING GIASS .090- laterlayer Tamilel FIB k vBy kumrw "I Ine.- -1/8' HEikT SCREWD GIASS "m STI CiASS .00" NtaI Sinh,Ckm BY Arr.K... Inc: FI/I HENT STRIEWO OiASS I SILICONE IF DI 795/283 is C, - MW STINEWD �S mo. Inhan,aa Trihifol PiS By 'k ... I, AMNI Inc.' 1/8- HWAT PRIVI'D �S SiUCONE COWI 795/953 E ' HEIT STRENI GI-X5S .090' Inhalaystr S.NI By 'Kumrw ANI Inc.' r-1/5- NOT STRIEN-0 CLASS GLASS TYPE 'D ALT, GLAZING OPTIO THESE GLAZING STOP CAN BE USED GLASS TYPES W. *B'. V & W, "is .,., — 111,1115 MM59 ....... 00, 5/32- HIM STREWO CiASS -OR OR \5/32' TEMP. OLVIIS 5/32- nmp. CLiss 1/4- MR SPXE /�- MR SPI 1/8- HaT �O-D. CI -1/8- HtAT STRENC CUSS 1/4- HEAT STREWO GLISS 00" latell." 111 090- Inwill., Tan Nil NI \ Travlol M s narincy 0, nacre, sawlica. ec! By ��ga y annerea, III AT l/. "I ON VITES By r. 5 Main.. IT MRIOND CLeSS -5/32- 14W STREN-1) OLMSS 8 T MENO GIL&SS WIDER THAN 36* E E SETTI BLOCKS A 7 LAM, G�s AT 5/32 a', rSIOCONE *SIOCON =L-gm NOTCH GlAVING 3m UDO DOMI 795/983 W. 795/993 So I, t TO CUIM BLOCKS to z in 20 7y 0 b 0 It, V 0 AT /,4 POINTS ALL S12ES GLASS TYPE I GLASS IYES GLASS 12H SETUNG BLOCKS AT INSUL Loil. CiASS NOTCH CI-AflM RIAO LEC GLAZING OPTION tO CI -EAR B�KS PRODUCT REVISED NOTE: as commyong with the Forl" TO DUALITY FOR SMALL MISSILE IMPACT RATING Building Cowle EXTERIOR PLY OF GLASS TYPES 'E' & MUST BE TEMPERED. MOA-N. 20-0915.02 'HEUMA LOW PROFILE ALUMINUM SPACER BY 'LINGERIMANN GMBH' wEx lr�allonDaI410312023 is MOUND THE PERIMETER OF THE GLASSr is is PERIMEIT is is . way, sithrostair, SUCONE is OIOWSIL 791 SEP GE 2000 AX. is M z as r in 0 0 to. 4 E .4 CI Z-31� j to 1% 1 crowing no. W08-081 rmul 0 IAKK MIM ANCNORS ME O.U. FOR SPACIN3 El�E / �- M=CNJAE qRsommoRwasil"10= M'm ANCHORS SEE EUVV FOR SPACING SEE MIAMI COUNTY APPRONOD MMUM & MUUJON ANCHORS ME SEP�TE 40A WOOD BUCKS AND METAL STRUCTURE NOT BY - MUST SUSTAIN LOADS IMPOSED BY GLAZING SYS AND TRANSrER THEM TO THE BUILDING STRUCR TYPICAL ANCHORS: SEE �. FOR SPM�ING �ING WINDOWS' 1/4- DIA, ULTRACON+ 9 : (Fu-IM KV. F,-148 9SI) Y -QEWAL7r INTO 20Y WOOD BUCKS OR WOOD STRUCTURES E. 1-1/2" MIN. PENETItATION INTO WOOD (HEAD/Sll-L/JAMBS) I THRU JBY BUCKS INTO CONC. OR BLOCKS EAD 1-1/4' MIN, EMBED INTO CONCRETE (HED/SILL/JAMISI 1, 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) OC DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO , CONCRETE (HEAD/SILL/ A JS) C 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) LIPS NL", 1-3/4" MIN. EMBED IWO CONC.(FOR MULUON C 0 L(� 041 ails 6�4� INTO M"I-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 lift) STEEL: 1/8" THR. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONT� WTH &UMNUM TO BE RATED OR MWE WICAL. EDGE DISTANCE ITO CONCRETE AND MASONRY - 2-1/2- MIN. 410 CONCRETE - 1-1/2" MIN. (INTERIOR ANCHORS AT MULL CUP) 4TO WOOD STRUCTURE - 11/16" MIN. 4TO METAL STRUCTURE - 11/16* MIW WO AT HEAD. SILL OR JAMBS SG - 0.55 MIN. OwIlREFE AT HEAD. � OR KNIEFS V. - � FIR MIN. J90 HOU-OW/FlLLEO BLOCK AT �BS fr, 200) PSI MIN. PRODUCT REklISED /�&'�.'Z F' as complyin, �Ith the Flaritim II.No., coth, NOA-No. 20-0915.02 E.Iihnothetill.bu,0410312023 CCD i .... . . 7 ;16 r 0 0.- IL R mo� 894 cfo a mm H2 WOB-08 11 0 0 0 9 0 : 0 0 0 0 0 : 9 0 0 : a 0 0 0 0 9 a 0 9 a 0 0 0 0 000990 0 0 0 : a 0 0 0 EDGE EDGE MT. M' r rn COP 1A It rn r o 0 is rn 1 m 0 it I z 0 0 > Ju 'CIA 171 z x -9-� x tv -4 0 rn JL) p N 0 9 00 *a: ;o 0 0 0 Q a 0 Ln 0 0 p p 000900 00 90 ou EDGE DIST. 0 0 o 090 00000 -0-0 0 : 0 0 a 0 0 0000 0 0 0 : 0 0 T 00000 0 0 : : I 000 : 0 0 9 0 0909 0 0 4 9000 1-0 m z IT 160 tn 60 a a rcm PC 'c Its CAP m to 0 "llp 0 ......... EDGE DII T. A.45-N4 09 45:1 Ir Af (A 61 -Z:o z re sions: 1-2.3-CM J' — CL date: 0 (S-5M ALUM OUTSWING MEMENfM. (M.)j AL-FAROOQ CORPORATION a no date by 1 deschpition ENGINEERS & PRODUCT DEVELOPMENT a 0 1/2' - I' c 05.05.15 W. PER RER COMMENTS E.S. WINDOWS, LLC co 5 9360 SUNSET DRIVE. SUITE 220 f 10.1617 UPDATM TO 2017 roe 3550 NX 49 STREET MIAMI. FLORIDA 33173 (C-4.N. 3538) r " I M I 'd,. by: TARICI �GO�9.27.18 NO CHANGA THS SHEET MIAMI, FL. 33142 TEL. (305) 2644UJDO FA)L (305) 262-6978 c S. 0 0112520 UPDATED 70 2020 r8C co o L. 'o" -5151 FAX. (305) 638-5158 U� COMP-ANL\W08-01BESW T by- EL, (305) 638 Lo 0 0 a 0 : 0 0 0 0 0 0 0 00 :00000 00000 a 0 0 0 000 0 0 0 0 0 0 rn rll 1 1/4- ur 1/4 0 SHMS 'n;v 1/4'MAX. U) A sKtms re 0 .or" rn �-4 PF 'n 4 r W a 1/4- MAX. !;kilm rn t=j 0 30 0 9 9 0 00 0 0 --------- 00 EDGE DIST. mr a 00 T I 0 MO z 0 0 0 0 0147,t 0 00 Q�p c 0 090 lr* E ;1`0900: 0 0 0 0 0 0 9 0 > ------- 0 a : 0 0 0 0 9 0 0 0 0 00 0 0 Q 0 0 1> 0090 g 0 z -0 os = ]DO g C) Z' pm%c 0 al 40 C' lap % revisions: AL-FAROOQ CORPORATION (A -7- 071 -72 3 -7C 8D u a 1 a �0 date _py q ENGINEERS & PRODUCT DEVELOPMENT 0 (se0w: 1/2' - 1'� E 05-D5.15 REV. PER PER COMMENIS E.S. WINDOWS. LLC 9360 SUNSET DRIVE. SUITE 220 f r to 1617 UKATM TO 2017 MC MIAMI. FLORIDA 33173 (C.A.N. 3538) 0 NO DW= THS!�CEI c 010 �-- 3550 NX 49 STREET 0 :3 Fw� � " UPDATED TO 2m rec MVWI, FL. 33142 TEL (305) 26"%W FAX (305) 262-6976 L?L-OL U�� L — TEL (305) 638-5151 rAX. (305) 638-5158 COMP-ANL\W08-08_ESWj a 0 a 0 0 0 0 a 0 0 0 0 0 00000 0 0 0 : 0 0 0 0 a 0 0 : a 0 0 0 0 0 0 : f 0 0 rl C." 0 < rn 0 Lo C40 41 -4 CA 4 co 0 r z 8 K x 0 0 z 0 0 0 0 00 000000 0 00 000 Go 0 43 z o 000 0 0 090 00000 0 0 0* 44 000 000 0 a 00 0 a 4<0 000, . �ft 0 9009 C) T 0 c') nr z 0 c") 0 0 c v) C) rn clo C, 2 z 0 'a co 0 W Za F to: 0 X m 7- a) 0 —T w rn M Cn rTl z 0 l x % 0 c 12 p C7 Z -0 > m rr c w , 02 cc IL tj revisions: dd-: 01-23-03 ) ) [S-5000 ALUM OUTSWING CASEMENT WDW. (I -Miff AL-FARGOQ CORPORATION 'no date I by I description NGINEERS & PRODUCT DEVELOPMENT a 0 PER RER Commons S. WINDOWS. LLC 9360 SUNSET DRIVE. SUITE 220 co -L, 1211,2" roe f 14 1 LAPDATrO TO 2017 3550 NX 49 STREET MIAMI. FLORIDA 33173 (C.A.N. 3536) br. TARIO G 09.27.181 IGLASS OPT" ADOCO c MIAMI. FL 33142 TEL. (305) 264-0100 FAX. (305) 262-6978 0 —H 00.25.201 UPDATED TO 2020 r8C CO P hk by., TEL. (305) 638-5151 FAX. (305) 638-5158 COMP-ANL\W08-08EjVV j 0 9 0 0 0 ago 0 0 a a 0 a a 9 0 0 900000 101, tp Is ob pi t, 1A 8 f-I 2 P. n -4 in I - Z: 4 X X XX XX M U) - - - - - - to 0 ` 0 0 0 0 X < rn A rn 0 c W i tA r a 2 z rn zm w w A r 0 A c' a 0 z z 114-4 a 1" 5; M M m A ZZAAM80 rn rn k W c a 0 r c Coax, I I - - 0 z a woo mc w a rn r1l rn X X (A Ep SE a rre 53 R. t-c LO X pi V ;u 0 0 X r z 0 rn r" 2 z (A W COD, 110 00 01 10 Ob r- m rn ct go 0 Lp w m I I I I I I I IZI r I I . . . . X (A th c: 011 -0 ;1 1 1 2 1 It. '-*4 c% 14 11% co 0 X , 0 q 1 a 0 0 X X It kc 1! C., 113 8 R. 0 X CA a m 0 CA C I X - X CA C m w tn m Ln - 'q m s Lp a 21 (A th X (A r LA 4A 1 (A A m M rn CA ta LA 0 0 0 a 1 F 2 m 1A W 3; 3; a 0 C 9016 IWO IN* 9 I 410 I 0 1 0 09 L 9 qp 9 0 0 99:00 00:009 00 0 agog 9 a 16 9909 In (n m- z 011 m m -n rglo 0 11L-Ihis. 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FL 33010 !�Runty Code Art 9 & 10 INS SEC IMPF QFBmffm A & M MffVM PRKM LLC 196 GMERAL BUWNG CONTRACTOR tGCIMM :$45JM 00/10/2021 Weiker(s) I :FPPU04,.2T..,.W.8712 Ibb LaW Mun Tax RwW alroodum of do LwAl BWasm Tax. 7M R=44 Is ad OR Pam .4waceraluftooldw WagaaM tA do hadam. Wm4dQcm*w1m arnonomemmuml mplatorl Um and The RECM NO. abwe mud he &plq" all cmwwdal vekk.ta NtkmWDab we ftc U476. T �* ACOOREP CERTIFICATE OF LIABILITY INSURANCE 1661� M-M mmmalwy) I 09/16/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION 18 WAIVED, subject to the terms and conditions of the policy, certain pollcles; may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Emmanuel Insurartce&Associates, Inc. 2370 E 8TH AVE HIALEAH FL 33013-4236 CONTACT Saral Medina NA 6- PHONE (305) 693-=3 FAX (305)691-4381 EA* M& saraloemmanuelinsurancecom - INSURER(S) AFFORMNG COVERAGE NAIC0 INSURERA: Preferred Contractors Insurance Comparry, RRG 12497 INSURM A&M Hurricane Protection L.L.C. Jose Perez 1050 East 15 Street Hialeak FL 33010 UcenseitCGC152283S tKSURBt 6 DISURER C: INSURER D: (NSURERE: INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUELJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAM. INSR LTR TYPE OF INSURANCE ADDLSVBR POLICYNUMBER POLICY EFF POLICY EXP (AVAIRDWYM LMM A X COMMERCIALGEKERAL LIABILITY CLAIMS-MAOEE�IOCCUR K411364 09/16/2021 09/16/2022 EACHOCCURRENCE S 11'0w�mm DAMAGE TO gffiWW PFa-QWSQEkoQ=M=) $ 50""C) MED EXP (AN am pamm) 3 SIM-00 pERwNAL&ADv1NjURy S 1,000,000.00 GENI AGGREGATE LUT APPLIES PER: PRD- POLICY 0 JECT F-1 LOC OTHER. GENERALAGGREGATE S 2�=,000.00 PRODUCTS-COMPIOPAGG $ 2,W0,00D.00 $ AUTOMOSILELLABILiTY ANY AUTO OWWED SCHEDULED AUTOS ONLY AUTOS HIRED NON43WMED AUTOS ONLY AUTOS ONLY COMNWSINGLELMT M" K&N= S BODILY RAIRY (Per Person) S BODILY INJURY (Per aoddard) S PROPERTY E $ UMBRELLA LEAD EXCESS LL46 CUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE DED I I REPMMS VVIORKERSCOMPENSATION AND EMPLOYERS' LIABaM YIN ANYPROPRIETORIPARTNERIEXECUTIVE --I OFFICERAIENBEREXCLUDED? F (Mandatory In NH) it ym desmbe undar DESCRIPTION OF OPERA11ONS bakny NIA 1PER OT11- STA TUTE Eg— E.L. EACH ACCKXff ELDISEASE-EAEMPLOYEE $ ELDISEASE-POLICYLIMIT $ DESCRIPTION OF OPERATIONS I LOCATMNS I VERWLES (ACORD ID1, AddRkmal Rawarks Schadulu. may be aftschad If awm Is nqubvQ General Contractor. I 9A Miami Shores VMIage &Mng Department 10050 NE 2nd Avenue Miami Shores. FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPMTION DATE THEREOF, U0710E WILL BE DELIVERED IN ACCORDANCE VM THE POUCY PROVISIONS. 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