Loading...
WS-19-254Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-02-19-254 Permit Type: Windows/Shutters Wdr-Ciassification: Window/Door Replacement Permit Status: Approved Issue Date:12/30/2019 1 Expiration: 06/29/2020 Parcel Number 1191 NE 103 ST, Miami Shores, Fl- 33138 1122320310050 Contacts COBIA LLC Owner COBIA LLC Applicant 8045 NW 155 ST, MIAMI LAKES, FL 33016 8045 NW 155 ST, MIAMI LAKES, FL 33016 Mobile: 7869994855 Mobile: 7869994855 TOP CHOICE RENOVATION, CORP Contractor SEBASTIAN TARALLO 5750 COLLINS AVE 10E, MIAMI BEACH, FL 33140 Business: 7863990886 sebanob44@hotmail.com Ins ection Requests: Description: REPLACE 11 WINDOWS, 2 SLIDING DOORS AND 2 Valuation: $ 4,333.505-762 4949 ENTRANCE DOORS. Total Sq Feet: 1,800.00 Fees Amount CCF $3.00 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.00 Scanning Fee $12.00 Technology Fee $6.25 Windows/Shutters Fee $250.00 Work Without Permit 1st Offense $100.00 Work without Permit 2x Permit Fee $250.00 Total: $628.50 Building Department Copy Payments Date Paid Amt Paid Total Fees $628.50 Credit Card 02/05/2019 $50.00 Check # 2398 12/30/2019 $578.50 Amount Due: $0.00 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, WINDOWEy DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informatoli is ac rate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the ove ed con r o do the work stated. Authorized Signature: Owner / Applicants Agent Date December 30, 2019 Page 2 of 2 I RECEIVED w No� I �< )'\� BUILDING PERMIT APPLICATION 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 [j]BUILDING ❑ ELECTRIC ❑ ROOFING F1 0 5 2019 BY: t �i✓� FBC 20 Master Permit No. 12C (11'' Sub Permit Nk\f ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING F] MECHANICAL 7 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1191 NE 103RD ST City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-2232-031-0050 Is the Building Historically Designated: Yes NO XUJJJJJI Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): COBIA LLC Phone#: 305-967-5562 Address: 8045 NW 155TH ST City: MIAMI LAKES State: FL Zip: 33016 Tenant/Lessee Name: Phone#: Email: COBIAGROUPLLCRGMAIL.COM CONTRACTOR: Company Name: Address: 2301 SW 16TH AVE TOP CHOICE RENOVATION Phone#: 786-399-0886 City: MIAMI State: FL Zip: 33145 Qualifier Name: SEBASTIAN TARALLO Phone#: 786-399-0886 State Certification or Registration #: CGC 1519665 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 4333.50 Square/Linear Footage of Work: 388 SQ. FT. Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: REPLACE 11 WINDOWS, 2 SLIDING DOORS AND 2 ENTRANCE DOORS Specify color of color thru tile: Submittal Fee $ 'F�o i CO Permit Fee $ CCF $ CO/CC $ Scanning Fee $ (2 Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) 1 I/1711' { S Double Fee $ 2-Sp Bond $ �s TOTAL FEE NOW DUE $' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charge Signature OWNER or A NT The fore otng instrument was acknowledged before me this �^ I31- day of Pl`(VI�QY`d. 2 by ,who ' personally know to me or who has produced ((_O � W` as identification and who did take an oath. NOTARY Sign:_ Print: Seal: Notary Public State of Florida Camila Arredondo r MY Commission GG 262408 o, Expires 09/26/2022 / APPROVED BY d. Signature CT R The fore 90 ing instrument was acknowledged before me this day of A Y�� 20 by �AofvQl Q,(G1 �COho ersonally known o me or who has produced ��U�(!4/� as identification and who did take an oath. NOTARY P Print: �V Notary Public State of Florida Seal: Camila Arr edorxio MY Commission GG 262400 Y'D Expires 06/26/2044 �y Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1 /30/2019 Property Search Application - Miami -Dade County Address Owner Name Folio SEARCH: 1191 ne 103th st Suite Fct] Back to Search Results PROPERTY INFORMATION Folio: 11-2232-031-0050 Sub -Division: BISCAYNE RIVER HGTS Property Address 1191 NE 103 ST Miami Shores, FL 33138-2651 Owner COBIA LLC Mailing Address 8045 NW 155 ST MIAMI LAKES, FL 33016 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SO Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 https:itwww.miamidade.gov/propertysearch/#/ 1/8 2/1/2019 Detail by Entity Name DIVISION OF CORPORATIONS Q212artment of State / Divis;on of Gornorr.'ors / S—ch Rccords / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company COBIA, LLC F ing Information Document Number L16000092376 FEI/EIN Number APPLIED FOR Date Filed 05/11/2016 Effective Date 05/11 /2016 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 12/27/2016 Event Effective Date NONE Principal Address 8045 NW 155TH STREET MIAMI, FL 33016 Changed: 12/27/2016 Mailing Address 8045 NW 155TH STREET MIAMI, FL 33016 Changed: 12/27/2016 &gistered Agent Name & Address LOPEZ, ALAN 8045 NW 155TH STREET MIAMI, FL 33016 Authorized Person(j) Detail Name & Address Title MGR Lopez, Alan 8045 NW 155TH STREET MIAMI, FL 33016 Title MGR http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetai I?inquirytype=EntityName&di rectionType=l nitial&searchNameOrder=COBIA%20... 1 /2 2/1 /2019 TORRENS, LUIS 9045 NW 155TH STREET MIAMI, FL 33016 Title MGR MARTINEZ, ANTHONY 12856 SW 31ST COURT MIRAMAR, FL 33027 Detail by Entity Name Report Year Filed Date 2017 02/08/2017 2018 04/09/2018 Document Imaggj 04/09/2018 — ANNUAL REPORT View image in PDF format i 02/08/2017 -- ANNUAL REPORT View image in PDF format_ 12127/2016 — LC Amendment View image in PDF format 05/11/2016 -- Florida Limited Liability, View image in PDF format http://search.sunbiz.org/Inquiry/CorporationSearch/Search ResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder—COBIA%20... 2/2 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). Acknowledgeme Qualifier/Owner Signature Date Print Name i TOP Irlic.CHOCE i R E N O V A T I O N S i I ! REMODELING CONTRACT DATE: 01/23/2019 PROPERTY FOLIO No: 11-2232-031-0050 i PROPERTY.ADDRESS: 1191 NE 103 ST MIAMI SHORES, FL 33138 I The following is a contract between Top Choice Renovation "THE CONTRACTOR" and , i COBIA LLC/LUIS TORRES "THE OWNER" for the services listed on the invoice # 442 1jV 11l0-)j MAC �► r.J The contract price shall be $ 4333.50 and the payment terms as followed: ; 1 i I t 111 Payment $ 2100.00 i 2nd Payment $ 2233.50 , i 3`d Payment $ { 41' Payment $ i f j CHANGE ORDERS: I Any alteration or deviation from the attached invoice # 442 involving extra cost should be in writing and executed by both parties, shall become an extra charge over and above this contract and shall be paid in full before is executed. i + i F , i i OWNER SIGNATURE CONTRACTOR RRSISIGNATURE �f NAME: .r►* Notary public 1 ✓t-1'`/� O N� " IR I �C/Z Stall of FWda I I Camila Arredondo % DATE: q �T Mr commis, oco 26 oa DA / 3/ / it E iros 06 i I�Val, __.. t TOP 1r1C::CH0,CE P E N O V A i I O N 5 5750 Collins Ave # 10E Miami Beach, FL, 33140 regalado.junior@yahoo.com sebanob44@hotmail.com www.topchoicerenovation.com sebastian 786-399-0886 / Isaac 786-999-4855 Bill To: COBIA LLC / LUIS TORRES 1191 NE 103 ST, MIAMI SHORES, FL 33138 Invoice Invoice No: 442 Date: 01/30/2019 Terms: NET 30 Due Date: 03/01/2019 Description Quantity Rate Amount Install 11 windows 1 $2,750.00 $2,750.00 Install 2 sliding doors 1 $700.00 $700.00 Install 2 entrance doors 1 $600.00 $600.00 Subtotal $4,050.00 TAX 7% $283.50 Total $4,333.50 PAID $0.00 Balance Due $4,333.50 1/1 M® (� �% MIAMI-DADE COUNTY v (� ( l PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION If 786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA)www.miamidade.gov/economy ECO Windows Systems, LLC 0 1 0 9114 N. W. 106' Street, Medley, FL 33178 Vgli SCOPE: This NOA is being issued under the applicable rules and regul i the us f construction materials. The documentation submitted has been reviewed and accepted by Miami -Da e County RE -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Qode, including the High Velocity Hurricane Zone. ' . . .... ...... DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. • • • • . • ...... . ...... APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Out X*i Entrance 15oor • (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, datgdA2/l3/l2 and last ; • • • •; revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami-0" Cbunty Wodu8t ..... Control Renewal stamp with the Notice of Acceptance number and expiration date by the."wr i-Dad a County • • : • • • Product Control Section. • • • • 4%9 • •"" MISSILE IMPACT RATING: Large and Small Missile Impact Resistant : • •: • • . . . . ...... Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or DoftvI)bor D$ ratiRgs wit: sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf widthshall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #18-0319.13 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMFDADE COUNTY NOA No. 18-1220.11 II , Expiration Date: March 20, 2024 Approval Date: January 17, 2019 1(q) I Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027doted•Q3/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. ' ' "•' ' •"" Note: The above referenced test reports have been revised by an addendum jj4j dated fvgj E9, 2Qt?„ • issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafaa1.1. Droz-Sella, P. E.. . C. CALCULATIONS ' • " • " • 1. Anchor verification calculations and structural analysis, complying with;;;2014(f';ditioq;: �; • prepared by Al Farooq Corporation, dated June 02, 2015, signed and seal Rby Java',. *ad, Rom.... 2. Glazing complies w/ ASTME-1300-02, -04 & -09. • • • • • • • • . . . . D. QUALITY ASSURANCE ...... ' •' •' • ..... . 1. Miami Dade Department of Regulatory and Economic Resources (RERIO • • • • 0 0• 0000 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Isha41. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6t' Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E.(submitted under file #17-1102.18) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlayers", expi w on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Coprp4fly (MA) fer their • • • • • • "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. ' ...... . .. ...... F. STATEMENTS • • •' • • • 1. Statement letter of conformance to FBC 5te Edition (2014) and FBC 61*mtwn (20110a of nb • financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & ;eal a by JavMeAhmadi Nit! - G. OTHER •• •• •• •••••• 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. • • . . . . ...... 1. New Evidence submitted. • A. DRAWINGS • 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file # 18-0319.13) 1. Statement letter of conformance to FBC 6tb Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA #18-0319.13, expiring 03/02/2024. / Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDEUTE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2SY 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 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 RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 1/8' HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB 'Kuraray By America, Inc. 1/8' HEAT STREN'D. GLASS I_ SILICONE Z m �DOWSIL 899 z in 3 , 2 ' f o: GLASS TYPE 'Gi' 3/16" HEAT STREN'D. GLASS .090' Interlayer PVB �'F-2!'' Kuraray America, Inc.' /16' HEAT STREN'D. GLASS 899 ' I 8 I r I ` i 34 o� I C / / SETTING BLOCKS AT LAM. GLASS W REOD. FOR WIDTHS EXCEEDING 36' ONLY — ' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G2' /8- TEMP. GLASS 5/16- AIR SPACE 1/8- HEAT STREN'D. GLASS .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' �1/8' HEAT STREN'D. GLASS SIUCONE %DOWSIL 899 GLASS TYPE 'G3' •• ••• • • • • • •• •• ••• •• • • • •• •• ••• • • ••• • • • • • •• • • • • • • TYESE DOORS ARE MliFD FOTi LARGE & %MALL M*j1LE IMPACT. SHUTTERS ARE N0T REQUIRED. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • AMMINIM se wwpbi{ wa de /bolo AA.. CARDINAL XL EDGE SPACER ST. STEEL SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS MLODUCf REVIM �PM'I•B wit! the pb hb AeelptA♦ee Nr.1 -O /%•/3 Mite .�s�Tif') �LlrsiFh•i•wGUM - 0-0—w 701592 f2018 . {1' 3 o g J m � n W z y) a S r7 a�i o 0 oM N �J a Z 3 t` a coo 3 2E o w N.Ooo S w in W (00 8p. W 8 � S orawmg no. W12-08 39 3/4' MAX. FRAME WIDTH 12 _5' AIAX. r-HM;A 1 5-1 S I HEAD/SN caRNER� A SILL i i u u / II / E I w m m a j• u \ II \ II II \ II I 11 \ II \ B I \ ACTIVE LOCK OPTIONS 11 OR /2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION LOCK OPTIONS 11 OR /2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/16' D.L. OPG. m a o 1O O 37' MAX. LEAF WIDTH (X) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF FRPAIE WIDTH HEIGHT EXf.(+) INT.(-) 39-3/4 37" 98" 70.1 75.0 7R" UAY r--�- Z n= n�Y II u LLr_- E / n - \ LOCK OPTIONS 11 OR/2\ (OPTION 2 SHQ SEE SHEET 7. FOR DESCRIPTION i i a o n 11 • '�' o INACTIVE I ACTIVE SURFACE APPLIED a mrr. FALSE MUNTINS OR 26 15/16 26 15/16' DECORATIVE GRILL D.L. OPG. D.L. OPG. 'OIL MAY BE USED 37" MAX. LEAF WIDTH (XX) DOORS LOAD CAPACITY - PS? DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT. (+) 1 INT.(-) WIDTH WIDTH HEIGHT 76' 37' 98" 70.0 75.0 5' MAX. 37 3/16' MAX. 12' MAX. HEAD SILL 11 SURFACE APPLIED 32 3 4' FALSE MUNTINS OR / DECORATIVE GRILL D.L. OPG. MAY BE USED fflfturr B.0ftw1H-*n,ft "sad` l 1 ( O ) AaccPls�e N. LE^12 Za• E>rvlrxi.ar Mho/ STAND ALONE SINGLE SIDELITE By �u . ��"..•.� SEE SHEET 3 FOR CAPACITY Miami 3Ysdr ►n,d.Rl Cyyy 7 • •• • • • • ••• • GLASS D.L.O. DIMS. • • • • • • • • • • • • D.L.O. HEIGHT = FRAME HEIGHT - 11.125' D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125-)/2 •• ••• • • ••• • • • NOTE:• • •• • •,�0 NOTE: • • • G4SS• WA:ITI�S QN T41S SZEE ARE • • • •BASED ON ASTKO E1309--(6 (S 9EC. GUSTS) EGRESS REQUIREMENTS TO BE REVIEWED • • AND I LCRIDA BUILDING COMMISSION BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1I111bDDOC E REWIMP in am ptykg wRk tlae F1./la A•=x —Ns 1L-031 •/T. ate `5 on" Bair Millml cawm %�� �CF.N`Qf �-•. Z qm O�h W Z Q f N a. 0 � n O d I'm IL 0 {j Wr 0'OZ 7 0 0 "L'0 04 O a W j LL N {Lie',$ J z$Q . Q W 0 f F drawing no. W12-08 • •• • • • • ••• • GLASS D.L.O. DIMS. • • • • • • • • • • • • D.L.O. HEIGHT = FRAME HEIGHT - 11.125' D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125-)/2 •• ••• • • ••• • • • NOTE:• • •• • •,�0 NOTE: • • • G4SS• WA:ITI�S QN T41S SZEE ARE • • • •BASED ON ASTKO E1309--(6 (S 9EC. GUSTS) EGRESS REQUIREMENTS TO BE REVIEWED • • AND I LCRIDA BUILDING COMMISSION BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1I111bDDOC E REWIMP in am ptykg wRk tlae F1./la A•=x —Ns 1L-031 •/T. ate `5 on" Bair Millml cawm %�� �CF.N`Qf �-•. Z qm O�h W Z Q f N a. 0 � n O d I'm IL 0 {j Wr 0'OZ 7 0 0 "L'0 04 O a W j LL N {Lie',$ J z$Q . Q W 0 f F drawing no. W12-08 Z qm O�h W Z Q f N a. 0 � n O d I'm IL 0 {j Wr 0'OZ 7 0 0 "L'0 04 O a W j LL N {Lie',$ J z$Q . Q W 0 f F drawing no. W12-08 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELILES SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) INT.(-) 24 30 36 37 42 82 1 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 98 63.3 53.3 57.8 57.8 53.1 53.1 52.4 52.4 SINGLE SIDE IITE WIDTH DESIGN LOAD CAPACITY - PSF SIDEUIES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE FRAME WIDTH INCHES SIDr FRAME HECHT INCHES AITHOLIT gEINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 70.0 75.0 70.0 75.0 75.0 70.0 75.0 1 61.7 66.1 1 61.7 66.1 24 30 35 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 1 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 75.0 REINFORCING AS REDD. SEE CHART 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) 3" I; II II I I' I n II II i 3 O NN r fir_____ A\"/ SURFACE APPLIED 4 FALSE MUNnNS OR 32 3 / DECORATIVE GRILL D.L. OPG. MAY BE USED HEAD k SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3" O.C. 5• (4) ANCHORS AT HEAD/SILL 12" MAX. HEAD SILL II I I 1 / n E II I I I I \\ I I I \ r0 / Q / m 'i II \ II I \ I L K OPA10 S 11 OR/f2 li\ I 1 (0 1 S ) SE SHEET -.1 II \ I 1 F DESCRI 10 I I I I I MACT VE ACTIVE I I I 11 1 1 1 1 II 26 15/16"1 26 15/16" D.L. OPG. D.L OPG. 37" I Mtf10UCT RENC*a NOTE: Ca WIDTH ' cesPMoR.'dk 6A fbft FOR DOORS CAPACITIES SEE SHEET 2. Eridl.g Cod, Aftnp is- I22a-Ai FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLET -No Fvi-d.. LOWER VALUES FROM DOOR OR SIDELITE CHART MAX. 76" MAX. (DOUBLE) T1.te WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH (� (OXXO) MnalDod. `°o d MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 GLASS D.L.O. DIMS, D.L.O. HEIGHT (SIDEUTE) = FRAME HEIGHT - 11.000- D.LO. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" • s • • • • • • • o o < m o W • • •• • • • • • °RODUCEREI9SW � • • • • • • • • • • • • • 0 0o g �itbdkRff ```1\\,1\(n1�111� Lr1j777j N .eepu.ce No 8^az .13 �� pJ. : 1 E►p4a0w�"-3i�i•1l `l � ): OENSF'•., 1 � o - - • • • • • NOTE: • • • • • • •rdr Cmow GLASI CAPA:°ITIC3 ON Toil S5 E: ARE 2Q a u • • WED &W A&TMF EL30a-09 43 SEC. GUSTS) � ®'•. CIF 4U- • � drowing no. • • • AND FLORIDP BOILDINODCOMMISSIEN W�2-08DECOP"RY VATEMENI° DCAOI-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NS PENETRATION PROPERLY SECURED 2BY WOOD BUCK EDGE DIST. A 1BY WOOD BUCK OR WOOD STRUCTURE EDGE DIST. SEE NOTE SHEET 1 METAL STRUCTURE ° EDGE EDGE DIST. \ N W \ N W \ TYPICAL ANCHORS TMICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING I I ----------------- MIAMI-DADE COUNTY A-ROVD ,l I 1�CUPPED MULLION1I I SEE SEPARATE It II II K a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BYECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) rHOsUC'f Rpamm pvJwcF BEVIM n.ithtkP1oeY� 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) f.omyty"wnd•"mw B•Sdi.gC�de AcaW.— ('ff" ('2 ZA • 1 r c b 1L .13 A puuu N• DIRECTLY INTO CONCRETE OR BLOCKS MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) No 6vir><1ioo 0u7e EWtr�34� %dA �S(,•� 1. 1-1/4" B �yD 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) NG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES HEAD/JAMBS) (3) THREADS MIN..Q ATIJN gEYaND•USTDATS ••• ALUMINUM: 1/8" AiK. MIN. (4053-WO K4N1.)e • • e STEEL: 1/8" THK. M% (Fy• 3C KI kt4.)• • • • • • (STEEL IN CONTACT W"ALUMWI"TO BF&WATEDOOR PAWTF*) •• TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRAVURC E• 1 " MIN. • • • • • • INTO METAL ST:WTURE w�- 3/4- DIN.* • • a a WOOD AT HEAD aR JAMBS••,S,rr•A�l. a • • CONCRETE AT HEAP, SILL OR JAMBS t'• 30P0 PSI MIN. • s C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ••• • • • • ••• • • ••• • • • ••• • • �yftu Z n C nQ a 0 9 (4 aWr v may` CFa'-M 08i O O . o.=o 3 aW 9z LLBmo " 0 j C5 to a Wmf'I m o W DOOR DETAILS 5$ a • 0 < m c 1111111TT/T77ij ' a) i or J TM2 _ MA ! 2018 TE OF�(y�� drawing no. 12 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING T rti METAL STRUCTURE SEE SPEC SHEET 4 1 /4' MAX. SHIM TYPICAL ANCHORS SEE EIEV.` 1 FOR SPACING wi 0 IL ACTIVE LEAF INACTIVE LEAF CONCEALED FLUSH LEVERS AT STILE EXTERIOR D-LO. 37' MAX. LEAF WIDTH 39 3/4' MAX. E DOOR FRAME WIDTH CONCEALED LEVERS AT INSIDE O 1/4' MAX. SHIM T LOCK OPTION 02 76' 1BY WOOD BUCK • TYPICAL ANCHORS SEE ELEV. FOR SPACING �I. LOCK OPTIONS \,,_I1 OR 02 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE EXTERIOR WIDTH A� U to N Z m 3 0 h Q F x N a e X Op`6 0 Q `J11 N 10 V � ANY 1% OC 0 •M, V to f0 In R EIOZ10 S 0 Ira RI z p Q W j LL m ILZ02 m j O0Q_ -W Q W • f F N 1/4MAX. O m SHIM J m fn ^ 2BY WOOD B K N- 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY INACTIVE LEAF • • • • • • • • • A67TVE•I�AF EXTERIOR • • • • • • • • • • •• • • • • • • • • • • • • DOOR DETAILS I OGK OPTKNJ !1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (n T 0 o 0 010 w J m 3z�n o N J n O O W n- W ap N TYPICAL ANCHORS •-SEE ELEV. FOR SPACING C A+ U o N Y n n UCT R6NL11p)m o � € � � I P44- w1u ae pkd& a a A L�C�ivn lff•/22e•I( uZ; E 0 + - .,.� •erAi�iF •RODUCf REY180 ..� 01� m •a aspbLq witY tYe ilriit � o a m Wt•aE Csi � a � ti S m Axeptaa No —G 31 13 o 8 8 S = Lplra•eo Oncel j "so `l �T EN OF ({/� drawing no. W12-08 TYPICAL ANCHORS �- SEE ELEVATIONS EDGE DIST. I 0 1 1 4 i z GLAZING 01 SEE SHEET S2 a a O O W o EF 5 o_ w IN 1 4A 2 z2 3' TIONS 1 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL AN, SEE FOR SF METAL STI SEE SPEC TYPICAL ANCHORS SEE ELEV. FOR SPACING CAL ANCHORS ELEV. SPACING --Pbiag with O.ir ttt .RODUC f REVIM M.idi.g C.de r c plyi.g with /h. F." A..ept..ee No 1$^1270•ll •.6.g C.d. • • • • • • E.pk,tu.. D+����.4t9 • . • • . • . • . . SIDELITE DETAILS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z �n OZ �� Q 0O`� IL m 0 U'm m 0 Do r C°�F, 8 0ncow 00t2: NN• It mO Joos Q wmf .70592 = �'1018 - a 1 pC_ ' OF •'�!(V drawing no. �W r Z g 3 • 0 h W Z a Q f Z n a IL Q O0 m o O d �; O t 0 r aQr� o Q CL a A Q -a O H Q W 2 - Of Q W f h O U m 3 J v _J v � n W vl w � ~ W } 0' M 3 0'0 J Z 3 tL w 3 Z> o W n N Op0 v 8 WW oo�� O '� G 0 oa rc ola co a, �I� oA a SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. r� • • • • • • • • • • • 17111IIItf • • • • • • • • • • • s;owcr swot IT \ J ... R�R1rp a¢v� �. P�....., ., = - t !I o pbin -ftb aeftdlb a_wvbiaswiIb*2n Lw �P••' GEN$F'•.• Accept, ceNo �Q^1220• 1( A—ptanceNo Cydr>rM Mk o • • • • • • • P • • • i�tion Duc(�`['f 1 p - i/ qO e a drawing no. • • • • • • • • • • •' OF (y� sheet 7 of 9 ITBM I PART / REQD. DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E60t - SIDELITE TOP A, BOTTOM FRAME 6063-T6 - 4A E626 - SIDELRE 9' BOTTOM FRAME 6063-T6 - 5 E605 - SIDELITE FRAME JAMB 6063-TB - 6 E606 - SIDELITE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP k BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9' BOTTOM RAIL 6063-T6 - 8 E608 - LEAF YfSTRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STR.E 8063-TB - 12 E612 - LEAF A • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • LOCKS OPTION 42: a� m OPTION ♦1: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE 'KWIKSET' Z N m 3 (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY LOCATED AT 39-1/4' FROM BOTTOM 1/2' DIA THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON Q 2 n a AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM IL 00 m 0 0 THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS`, CONCEALED FLUSH BOLTS BY 'SULLIVAN'& ASSOCASSO C W H LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM AME AT HEAD AND SILL 1/2' X 2' THROW BOLTS ENGAGINGAGING FRAME d �j yIYI INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE BOTTOM m . C C t1 '� 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' LOCATED AT 10-5/8' FROM TOP AND ypi 0 0 n 1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) j8-32 X 1/2' FH MS Ld a HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS INACTIVE g ASSOC.'E� FLUSH BOLTS BY 'AGING K 4 G p '1 LOCK LOCATED AT 42-1/2' FROM BOTTOM 1/2-CONXU.ED FRAME 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL y • R p R MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE Q W c OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND BOTTOM V, W Vi : a LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2' FH MS 0 Q6W1R En m W I I I .�• �� Z � V) 41 tD I II i OM N 10 z> Ooov N ACTIVE INACTAE pCTN£ ALINE INACTIVE ACTIVE "WDUCf REYIMD 0 w € RfrW r cuPMK wifY thebuildin V A:n n. IF. A S • let EAp4uv *weImp�,4 (5 rnosucr � •ridi.x �r1N1'dl•lfF1�F s.lal.�cde ''" `o �rlg tn � g n .. ... .. �..�N.IF- rzzu•1 a `s • • • • • • • • • xpinrien D 1. o o • • •• • • • • • 1S� m0<maoW �� HINGES: • • • • • • • • • • • • • • • • • • • • � t `" +i.oi Dye/Y.. 111111I ff ' '9O r 3-1/2' X 7-5/8' X .122' THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. '.''�10EN8F••. 4 3 HINGES PER LEAF O�O: o n s I3 BOTTOM HINGE AT 10-1/4' FROM BOTTOM ..... ... - {7 - o TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MIDSPAN 38' O.C. MAX. • • • • • • • • • • • • • • • • • • HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE • • • • • • • • • • 10, � ORI �••• a�� drawing no. W12-08 (6) SCREWS AT FRAME JAMB nus►.G`G� Yff f1111111L1 sheet i.iof 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • II•'� 4.000 �I .078 1.625 .625=[=I F�-2.062-�i 1 DOOR FRAME HEAD/SILL 4.031078 7 LEAF [-1.750 4.750 1.5G7-� TOP/BOTTOM RAIL .803 .045 1.047 14 GLAZING BEAD 5/16' GLASS .394 y�-I� .603-a}e=.p50 }f�Ii sI 1.047 � GLAZING 7/16' GLASS I-.130 I .803 .0t5 I .172 BEAD 15 GLAZING BEADLJ INSUL GLASS 1 soo ��.312 os2 8 LEAF W'STRIP ADAPTER .094 31z a42 t.saa t2 LEAF ALIGNMENT BRACKET y75G� 281 - 375 i •R"UCT .125 1.5741.125 3.781 tt•idni eCode�f 4ceept-en N. i�-/�?�I I j� E:pi tin- Doh S 12n.1a11 13 LEAF CLAMP y hwAef HINGE BACK-UP PLATE • •• 1.250 18 • • • • 71s SIDELITE MULLION REINFORCING ��'•VCEN3f : •ftomc P stry H _ 4-188 • • • • lbod�iq c dj yin with the PiaA�c _ .70592 • . . 6Wr.o.•nla� hAR ' +�� • • 478 • 1 •. 1�18 •' lye • • • 4 ,,-I -- 0 •.• T OF ((/ � • • ifR Lc""W Lo�.•'C���` 6 SIDELITE SLIP ON JAMB ��7�S�Ot1l1L�`\ 4 U �1Y1 Z o �, 2 Q 4 L Q W q �' gn�uu Q; G 0 j W h (7.0 pao o C o m m WQ Q w 2 O Q w W i w 0 3 W c n U A w m � 7.531 7a 1.507 .078 8.250 I- 4.781 L O SIDELITE �4.000-�j - 1.so7 1.750 TOP & 1.625 .078 BOTTOM FRAME 4.719^{ 078 I 1.750 1.507 I� 4.000� 9 LEAF HINGE STILE 1719 g o w z 3 o l U J m m ul ^ F1 w F- m 4 LM m 0010 N Z 3_ m n O o0 W mm 5.344 1.000 zo61 1750 �7 � .076 10 LEAF LOCK STILE 750 �I BOTTOM RAIL 9" 329 078 ¢ L1812J 2 FRAME COVER 3.719 8.281 • 1.507 .078 s.aoo •• • • • • • • • • • • • • • • 5 • • ol _ i� w = € yg � V r m " $ W � � 5.344 .078 1.SOi� 1.750 2'�1 -y I F�.687 .050 7 I I 7 154 16 SNAP COVER �4.000 11 LEAF ASTRAGAL STILE •• • • • • • �v �omdS n „ < o N 4o o W r1.500 .625 4.000 .078 2.097 1.5 r roI .719 .078 4.000 � 1.507 5 SIDELITE FRAME JAMB ' - o n - nti I't drawing no. W12-08 jl sheet B of g I • • • • '• • • • • • • �• • i4.000-sue•' • SIDELITE 9" BOTTOM FRAME 3 DOOR FRAME JAMB ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r' 0 22 22 tt V 'W 1� 0 22 Z n 3 / h '15-A 15-A a z 0 0 .lam/ /-� /.// / 0 n 0 N p aoo 0 W LL WO J ZMa u Q W T f r O U a z J � o m g cc tO U 6 h DOOR FRAME CORNER W r- } � i to U) 1O 3 'D rn SIDELITE FRAME CORNER SIDEUTE MULLION SLIP ON JAMB CORNER � n O J $ 3z� J W Lu NO i G o i s x 12 8•" � n C..Pf)tfg witl the ileefi _ 3 Aacepa.ee No-a3f4.t3 0� i �,, ado i i11 E�pfntwD•te L7y�2erl i ��� DRDDUC( IiBR8iY1® ! � � n v rna/{ylog with ue Pik( �' ✓ P.6 � Gsf1ld rn O _ ^_ � 00 • • . • • • • • • 06 S $ • •• • • • • ••• • • • • • • • • • • • • OF drawing no. mot. W12-08 LEAF CORNER �//itfjjjjlt��� sheet g of 9 • • • • • • • • • • ••• • • • ••• • • M IAM t-DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80« Street Medley, FL 33166 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 Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. •••• DESCRIPTION: Series "Eco-Guard 50" Aluminum Single Hung Window - L*VI.1.'. "" "":' .• . .. . . APPROVAL DOCUMENT: Drawing No. W12-40, titled "Eco-Guard Serie&.Sfl.Alum.:S*i.'Wdw.... % (L.M.I.)", sheets 1 through 4 of 4, dated 07/18/12, with revision `B" dated 07/20/lWr V;@pared by M-Faroo • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dade,Eatifiky Proo4tt Contro • Section Revision stamp with the Notice of Acceptance number and expiration dark' by the MT&fii-Dade •.. • County Product Control Section. • 6 : • 6 • 0 : 0 : 00000 .. .. .. . ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ....,. LABELING: Each unit shall bear a permanent label with the manufacturer's Ame dr loge,. �ja, state! • • • • • model/series, and following statement: "Miami -Dade County Product Control Approve%", 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 and renews NOA No. 14-1212.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0809.37 MIAMI•DA®�TY Expiration Date: November 21, 2022 r Approval Date: October 26, 2017 Page I Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-40, titled "Eco-Guard Series-50 Alum. S.H. Wdw. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, with revision "A" dated 11/25/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 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 "A -A" Window, Grade 10, Level LV 1 per ASTM F 588-07 and per FBC 2411 3.2.1, TAS 202T94. 7) Standard Test Methods for Deglazing Force of Fenestration' • • • • • • Products per ASTM E 987-88 (2009) • • • • • • • ' 8) Standard Test Methods for Determination dP CVerating Force of • • • • • Sliding Windows and Doors per ASTM E AVV000 (200& ;•"': along with marked -up drawings and installation diagram of a.sin`gle hL1mg. v3indow? : • - prepared by Fenestration Testing Laboratory, Inc., Test Report Nei FTI 6Vt dates • •' 07/02/12, signed and sealed by Marlin D. Brinson, P. E. • • . • "' ' • (Submitted under previous NOA No. 12-0820.08) •' C. CALCULATIONS • • • 1. Anchor verification calculations and structural analysis, complying witV T' C 5` Edition (2014), dated 11/18/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). rge M. Plasencia, P. E. Produ t Control Unit Supervisor NOA No. 17-0809.37 Expiration Date: November 21, 2022 Approval Date: October 26, 2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21 / 16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'' Edition (2014), and of no financial interest, dated November 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL--6951, issued by Fenestration Testing Laboratory, Inc., dated 07/02/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.12-0820.08) 1. Notice of Acceptance No. 12-0820.08, issued to Eco Window Systems, LLGor their Series "ECO-Guard 50" Aluminum Single Hung Window.— L.M.I., aptxoved an • • • - 11/21/12 and expiring on 11/21/17. 0 • ...... . .. ..... . 2. NEW EVIDENCE SUBMITTED * : • • : """ .... .... . . A. DRAWINGS • .... .... ..... 1. Drawing No. W12-40, titled "Eco-Guard Series-50 Alum...S�l o Wdvy!- ( ; "'• sheets 1 through 4 of 4, dated 07/18/12, with revision `B" dater 4• 10/17, Pfe`pgred b ' ' Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.r 0 • ...... . . . B. TESTS . •000•: .. 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51b Edition (2014) and FBC 611 Edition (2017), dated 07/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jorge 1VI. Plasencia, P. E. Pr?duct Control Unit Supervisor NOA No. 17-0809.37 Expiration Date: November 21, 2022 Approval Date: October 26, 2017 E-2 Eco Window Svstems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017), and of no financial interest, dated 07/19/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises and renews NOA # 14-1212.02, expiring on 11 /21 / 17. ...... . .. ...... .... .... . . .... ..... .... ...... . ... ..... .. .. .. . ...... Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0809.37 Expiration Date: November 21, 2022 Approval Date: October 26, 2017 E-3 DESIGN LDAD CAPACITY - PSF FLANGE DIMS. 5/I8" LAM. G11SS WIDTH I HEIGHT EXT-W 1N1.(-) 19-1/8' 28-1/2" 37" 4• ,4 53 -1/8- 24 () SSA 60.0 55.0 60.0 55D 00.0 55.0 60.0 55.0 WIG 19-1/8' 26-1/2'-3/8, 37' µ' 53-1/8- (4) 55D 60.0 55.0 60.0 55D 60.0 55.0 60.0 55.0 60.0 19-1/8- 25-1/2' 37- 44' 53-1/8' 50 (5) 55.0 60.0 5" 60.0 55.0 60.0 55.0 60.0 55.0 60.0 19-1/8, 26-1/2' 37' µ' 53-1/8'55-0 63• (6) 55.0 50.0 5510 60.0 55.0 60.0 55.0 26-1/2' 37' 76' (8) SSG 550 t600 55.0 S50 - NO. IN PARENTHESIS INDICATE NO. CF ANCHORS PER JAMB. 53 1/0- �Y WINDOW WIDTH Z0 n 47 3/4' h D.L.O. (FIX UTE) H • 10 1/2' 5 1/2- MAX 'T O 1.O tOIn ry 1/8" ANN. GLASS HEAD CORNERS A z as ' 0 .090' Inters yer -Scfl x Gear And Color Glass U 0 U N vi P By 'Eastrnan Chemical Co.' cr O ? N O 0 IL O O H 1/8- ANN. GLASS 0 �s �E,- m SILICONE N DOW 899 / Z O f i m a��f mmmmmHiimmumels si ECO-GUARD SERIES-50 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. APPROVAL APPLIES TO SINGLE UNITS -OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MWdI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. FALSE MUNTINS (SURFACE APPUED) OPTIONAL I NO ANCHORS AT SILL 47 3/4' U.L.V. so 1/8' VENT WIDTH TYPICAL ELEVATION TESTED UNITS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m E 3 REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (6TH EDITION) FLORIDA BURRING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18' OR 2BY WOOD BUCKS do BUCK FASTENERS BY OTHERS. MUST BE _ DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ^ TO THE BUILDING STRUCTURE o 0 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SH ON DETAILS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. _ ,•w. . SHUTTERS ARE NOT REQUIRED AND INSTALLED PiFiMMlll! IIIWTRl1CT1pNtP IFlfy WENT TO BASE c.`Im MATERIAL SHAL.L•BE BEYOND•WA& AESS;:NG • R C0.• 11111 111 / I/ A LOAD DURATI&.INCMkW:S I&SEV. IN CESTCN •I•ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE♦MGH IMP T, TJQI; McAWt ASID :ON,"MPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED _ •• REQUIREMENTS OF 'HE 2014/2017 FLORIDA BLDG. CODE Q ADOPTED STANDARDS. Buul di^g- Cing with the Florida NOTE: THIS PRODUCT AAppPR IS GENEW AND DOES NOT*WMDE INFORMATION NOA-Mo. ode 17-0809.37 _ GLASS CAPACITIES ON THIS SHEET ARE FOR A SITE O�CIFlL� JECT, i LSE VFEa' OF THIS AROJUCTF ADEQUACY BASED ON ASTM E1300-09 (3 SEC. GUSTS) OF STRUC RE G THIS P�ODl1Ci 4IND*SEALING AROUNIP OPENING FOR Expiration 1/21/2022 ATE OF J.�` drawing9 no. AND FLORIDA BUILDING COMMISSION WATER IN. R IsrrE EEE G.• • • • • • • RDLL10n.•' ��� DECLARATORY STATEMENT DCA05-DEC-219 CONDRIONS OT 0 TFnS DRA61NWRFiTO BEWAWZ0 SZPARATELY, By �'� Ss� `� W12-40 AND TO BE D BUILDINJ fXFICUL• • • Miam4-Da oet Control 7i/y oPit%�.111t�� sheet 1 Of ¢ ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• •• O r a : 3/4' LONG WISP NOTCH AT EACH END OPTIONAL TO SPRING LATCH FOR SPACING F�----------- ---,1 I MNMIULLKIN -DADS COUNTY APPROVED I METAL 11 M& MUWON ANCHORS II EDGE STITUCTURE I SEE SEPARATE NOA I DIST. I I EDGE DIST. _ ---------- CAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. TAP ON BY Y1W (Fw125 KSI, Fy=100 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA ULTRACON BY 'ELCO' (F-177 KSI. Fy=155 KSI) INTO 29Y WOOD. BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 1/4' DL4 TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 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 = 36 KSI MIN.) (STEFL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) STEEL; 1/8' THK. MIN. (Fy = 36 KSI MIN.) (NO SHIM SPACE) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE a 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. I WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD OR JAMBS i'c - 3000 PSI MIN. I� • • • C-g0 GROUT FILLED BLOCK AT away T'm - 2000 PSI MIN. PRODUCT REVISED _ a complying with the Florid. Building Code • • • • • NOA tlo. 17-0809.37 •• ••SE • • _ AL � • • • • • rxpintlan 11/21(2022 • • • ALL JOIRT j f • • • SE MF♦ CQN�IECTIaNIS:SEALED WIT- By �OIt1� • • • • • • • • • Miem a product Control ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -- oN J b in o= W N I}�� Z ' LJ 11 F-w to r 3 -'o O o rh W Z w Tn � LL m L� 0 0 0 01 U ,n w 1 w cow AN N 705B2 Zi' �I- 9r5 d wing no. W12-40 Fm 4 u� w N Z qh 3 F Q f N a IS p c 0 0 p` o p O�H e� Ix FoF t Q UNr 7oWm d K K c O IL OG H aUE it 1 N p a Q W LL D W N _ o M!AMI-OADE C0U*M TYPICAL ANCHORS LL C p m APPROVED MULLION SEE ELE11. FOR SPACING J C 10 Q w SEE SEPARATE NOA c Ir-- 11 I I U o v J � I p;p H - - - 3 U) �. t1 = o lLl I I N i-- 11 QE V) 1, L''-) < V) 0 I � 3 sM ry W 0 AM WINDOW WIDTH WINDOW WIORI N Z 3� TYPICAL ANCHORS SEE ELEV. �d n FOR SPACING ��f f p c; �- 1 UAW W 1/4' MAX. 1/4' MAX. 1/4' MAX. O SHIN SHIMS 1s' L KS SHIM VENT WIDTH 20PICAL ANCHORS TYPICAL ANCHORS 18 7 f SPACING FOR SPACING L' SEE EL o Y W NG ¢ S o W METAL 3 o v Fn STId1CTURE •• „ o �S co-� LA .. ... a` .. e a' 1a EXTERIOR • • • • • tf �(y �(��T�// S PRODUCT REVISED _ as complying with th Fiwkia TO5@2 4 a WINDOW WIDTH Building Gall 17-0809.37 • • • • NOA-No. •• •.• • • = • • • • • • • Expiration oaloll/21/2022 �Q ATE OF�� drawing no. • • • • oRtu :•• .. • ' ' W12-40 • • • • • • • • • • • 1111a Product Control • • • • • • • • YN/T1NI11tt\ sheet 3 of 4 rt>sr f PART � Rsgn. DssclatPTlox u.rizRul aaxF./sDPT'ueR/TIs)tAxffi 1 E51 1 FRAME MEAD 6063-T6 - 2 E52 1 FRAME SI • • • • • • • • • • • •• •• • • • •• •• �2.183 062 ' 44 .625 FRAME HEAD --{ ,875 r— ��.062 .625 .050 1.719 1.094 4 --1I F 1.061 O FIX. MEETING RAIL 1.050 .056 ,.125 � 1.750 .625 �rL to - VENT VENT TOP RAIL 1.695 .625 .062 O56 1.B69 1.125 i7F. .875 © VENT BOTTOM RAIL FRAME SILL O O O FRAME JAMB .324--{ .625 I . T P .769 F GLAZING BEAD 7 203 �( 625 .050 TW. �y�_ .384 i VENT SIDE RAIL _975 062 1.016 SASH STOP 1247 254 7.445 078 .963 t3 SPRING LOADED LATCH 14 •• ••• • • • • •• • FTiAM� �TIDN COfiNf� • • • .. . . ...... .. . . •• • . . . . . . VENT TOP CORNER PRODUCT REVISED .. a pl7nng wlth the FlOAda B.Ilding Code NOA-No. 17'0808.37 E.piratlon uaq,11121 /2.0.22 ME$ J m J n 3 u _ Y n W r w V) y 0 6 w W 0 W 1 � Z �_j � 3Z�r 0 0� W.T w m r o .311eNSF••.•• o ATE OF •'•!(A� Crowing9 no. �2omO�� W12-40 ••• • • • ••• • MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 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 Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dadg County Pre¢p*c1< Control • • • • Section that this product or material fails to meet the requirements of the applicable Y I(Zng cow. • • • This product is approved as described herein, and has been designed to comply.with.the Fl&ida8uilding..:. Code, including the High Velocity Hurricane Zone. • • • • • . 0 0 0009 . DESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I."". ."". 0*00 APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-300.AWa Fixed.WAw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/l9/17,,pre1oared by Ar'_-takoq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Cc mg9Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami'Dade y Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 renews NOA# 17-1102.20 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-1220.06 MIAMI•DADE COUNTY Expiration Date: June 17, 2024 f p Approval Date: January 24, 2019 Y06 / -1 Pagel Eco Window Systems, 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#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard; tries 300 aluminum double fixed window, prepared by Hurricane Engineeriag & TU- iWInc., ...... Test Report No. HETI-08-2192A, dated 01/15/09, signed and se lA by �a;dido F. •; Font, P.E. (Submitted under NOA #09-0413. 08) • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2'Ql 4 • , , ; ; • ; • • • 2) Cyclic Wind Pressure Loading per FBC, TM QW-94 ... •.:..' along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guartl•series 300- • •; • aluminum double fixed window, prepared by Hurricane Engirieernnj & TestifiF Inc., '. Test Report No. HETI-08-2192B, dated 01/15/09, signed an4sealCd by danelido F. ; • Font, P.E. • • • • • (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) Manuel P ez, E. Product Control xa iner NOA No. 1201.06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-1 Eco Window Systems, LLC. B. C. �[a NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 6. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 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 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco-Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Irk„Vest Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candfdo T�.'Font,...... . . P.E. .. .. (Submitted under NOA#09-0413.08) """ ' " """ ...... .... .... . . CALCULATIONS 000000 1. Anchor verification calculations and structural analysis, compiyZng; vith FBC-6te Edition (2017), dated 10/13/17, prepared by Al-Farooq Corpdfatidn, signeld antl sealed by Javad Ahmad, P.E. ' 2. Glazing complies with ASTM E1300-09 . . QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Manuel Pe z, E. Product Control xam' er NOA No. I - 0.06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 09/03/15 and expiring on 06/17/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. . . .... ...... C. CALCULATIONS " 1. None. -Go- • ...... .. ...... ...... .... .... D. QUALITY ASSURANCE 0009 • • * • • ..... 1. Miami -Dade Department of Regulatory and Economic Resouxge�.(,jER). • • • • •; • • • . . *foe** .. . ...... E. MATERIAL CERTIFICATIONS 900• • • •. • .. 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray 'America, Iac. tar theil" •' "Trosifol® Ultraclear, Clear and Color PVB Glass Inte;W4*" dajed•Q1/l8/+,••• expiring on 07/08/19. 00:900 2. 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. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1102.20, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 01/11/18 and expiring on 06/17/19. Manuel Perez Product Control Ex in r NOA No. 18-1 .06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-3 IIoe �1 2686 I .062� .soD e9 875 1.000 __1 2611 062 I ci FLUSH FRAME ADAPTER Qi FRAME HEAD/SILL/JAMB -j .750 .61�—IIu8O3 .OSD 4- Q GLAZING BEAD F1-07DI IDS 05O (3) ANCHOR COVER ECO—GUARD SERIES-300 ALUMINUM FIXED WMO�P DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FlXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLK)NS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEX THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 29Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRICTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER NANUF'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 SIEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIRE]AENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED FRY BUILDING OFFICIAL FATS (SURFAGI MIIW,INS APPLIED) OPTIONAL D.L. OPG. A 3 II II - II II I I 11 II II I I u It II It II p 11 II II II I it u II II II II II II II II II II II II 11 II 3 , 6' ALAX I t2' ALA)(. HEAD/sR1 HEAD/SIL CORNERS GLASS D-LO_ DIMS- D.L.O. HEIGHT = WINDOW HEIGHT - 3.625� D.L.O. WIDTH WINDOW WIDTH - 3.625" 0 e n - E 05 l°� n I% o sb10 vg�ri Q•o¢"aa p�eo 0 4 b E clZoo a 4c LLZ•_ a W•f� i o J U a J n � Li V)10 3 LM N 0 on I H _Z 3� a co m 3 Z �' n cv U p 0 o Utnw w W co m ROOU,CT PSNEW L1.1 we eel plriag wish tSe Fblt. %*Ii,g Cafe o o r 4ft�w�—. Ne (- 112D 06 a - •• ••• • • • • • •• e: �tf/•.II n3 • • • • • • • • • DC9y/ m THESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT. : �'.•' AP g SHUTTERS ARE NOT REQUIRED. PRODUCTREVISED j " `' Plywg wi* be FLAi,% 00 • • • • • • • • • ACOCP�e w f 7-Ho 2.10 _ • • • • • • • • • • • • n TE OF drawing no. • • • • • • M,mn Dade P oaxt Com ai ,cd+�..� W09 —20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' 3/16' ANN. GLASS 3/16- HEAT SHREWD. GLASS _ T-doln PY SentryGlos %� By 'Kuroroy America, Inc.' By 'Klavrey America. Inc.' 3/16' ANN. GLASS 3/16' HFAT SHREWD. GLASS SLLICONE SILICONE DOW CORNING 899 u DOW CORNING 899 ¢r GE SCS 2000 kl GE SCS 2000 a Zm m i i II .� ,� .� m 4 ! ! 5 m 4 ; li 5 AT 7/4 POINTS !i !I Al 1/4 I I 8 ON LRES WIDER It II 8 ON UTES WIDER THAN 36' ONLY THAN 36' ONLY /8 X 1-1/4• SMS #8 X 1-1/4• SMS AT 3-D. FROM ENDS AT 3-1/2- FROM ENDS AND 10' O.C. MAX. AND 10' O.C. MAX GIASS TYPE 'C- GLASS TYPE 'D' GLAZING OPTIONS N7N_TOW WIDTHf WINDOWI I IrVjl I r , r - - - -, I I i z o i I 3 WINDOW l WIND°�'N dWIQTH I I WINDOW WIDTH I z I I z I 3 a W. wroTH L J �; • • WINDOW 1 1 WINDOW 1 ' W01DOW WIDTH I I-• z • i � � I I • • •• ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE • • VEPoFlED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SWPES. U M� w o 3 a U HLSIGN LOAD CAPACITY - PSP DEMON LOAD CAPALTTY - PSF N WDOW DIMS. GLASS TYPE 'C• GLASS TYPE V 1 nmir DDLS. I GLAss TYPE v GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) TNT.(-) EXT.(+) 1W.(-) WIDTH (W) LENGTH (L) EXT.(+) TNT.(-) EXT.(+) TNT.(-) Z o • O y a p �• °' F Zit IOU :. 0 0 ry L�ul 1/ O C u 0 E"j yI 0 pp a a r, Q o 0 8 M p N 7 Q yl • _ o Q b 24' 1. 3r 42' 46' 54' 60• 68' 7r 36' 75.0 BOA 80.0 94.0 26-1/2' 37' 53-1/8- 1. 26' 75.0 80.0 60.0 1H1.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 BOA 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 B0.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 9D.0 26-1/2- 37- 53-1/8• 74' 38-3/8• 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 BOA 80.0 90.0 75.0 80.0 80.0 90.0 75.0 50.0 80.0 90.0 75.0 80.0 80.0 90.0 75-0 80.0 80.0 90.0 26-1/2• 37' 53-1/8• 74' S0-5/8., 75.0 80.0 80.0 90.0 24• b- 38' 42' 48' 54' 1. 66' 72. 48. 75.0 80.0 80.0 90A 75.0 80.0 80.0 90.0 75A 80.0 80.0 90.0 71.3 78.0 80.0 90.0 75.0 BD.O 80.0 9D.0 71.3 711 50.0 90.0 75.0 BO.O 8DA 90.0 25-1/2- 37- 53-1/8- BY 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 8D.O 90.0 75.0 80.0 80.0 90.0 67.9 72.5 80.0 90.0 75.0 80.0 80.0 9D.0 26-1/2• 37' 53-1/8' 76' 75.0 80.0 80.0 90.0 .-. ? V c x R W z I A o V J n J to w ,%W! In N 3 " n 0 co J 3 Z W o 0 N U( w W (0d 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 9D.0 67.9 69.9 Bo.O 90.0 24' 30- 36- 42' 48' 54• 60' 66• 72' �. 75.0 80.0 80.0 sD.o W L J % j 3 � rY]iF. ED VERTICALLY °R RIZONTALLLYNAS SHOWN OABOVE. R(YCUCT PyN1;4Y$rr•' +�•-axl'li4 �L'0' -'°: 17' - �.�.:'•�L_�e Y r05ev? NO - GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). `1L111111IUU11j SSA µ A� .�P9...... •"G ��F7CTRfiYISFD DuldieF Code . ir F � cy� OP •�({/�� •• ��"'• ``� By i>zniz rmTucl Crntmf A� /WAL 11 5` 75.0 80.0 8D.0 9D.0 75.0 00.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 68.B 713 80.0 90.0 802 641 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64-2 80.D 90.0 24' 36' 4 48' 54' 1. Iq. ' 72 75.0 80.0 80.0 90.0 75.0 80.0 80.0 9D.0 75.0 80.0 80.0 9D.0 75.0 80.0 80.0 9D.0 75.0 76.6 80.0 90A O S rc N r 66.6 713 80.0 90.0 60.2 64.2 80.0 90.0 Y4• 30' 36' 42- 4W 54' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 9.0 75.0 80.0 80.0 900.0 70.0 70.0 80.0 9D.0 85.8 85.6 80.0 90.0 643 64.3 80.0 90.0 o c < m o o u 24' 30' • • • s� • 42' • • • .• •96 • • • • 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 1s o • 54r C;.2 -6 • •Bo.o 80.0 sD.o 90.0 • Sf/.9 4A.9 80.0 90.0 n ; o p �• droving no. WO9-ZO 24r. • 3p• 36' 4 ' • • 108' &5-0 �.o • BO.o 90 0 75A 80.0 80.0 �.0;: 74.5 749 80.0 90.0 61.5 B15 80.0 9D.0 •�' • • •A20' • • 90 •79t0 8N •80.• 90.0 7 .5 80. 9D.0 • • • y}�et 2 of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1BY WOOD BUCK 4 . �,d:_• da 1 O 4 x TYPICAL ANCHORS r SEE ELEV FOR SPACING / e.' ae ' FOR SPACING i PACING MM-DARE COUNTY APPROVED MULUON k MULLION ANCHORS SEE SEPARATE NON TYPICAL SEE ELEV. FOR SEE I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING c MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ; THRU 1 BY BUCKS INTO CONC. OR BLOCKS g 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) K 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) J14 SMS OR SELF DRIILUNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS N OR & INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 0 ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) w STEEL- 1/8' THK. MIN. (Fy = 36 KSI MIN.) C= (STEEL IN CONTACT WITH ALUMINIM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS Sr a 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fe = 3000 PS MIN. C-90 HOLLOW/F LLED BLOCK AT JAMBS fm - 2D00 PSI MIN. SEALANT: "c • • • • • • • • • • • • • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 3 • • JOINT SEALER. o , I Rom'-T RENY\VCV- PRODUCT r,L - aeer^.'S' wJh 0-F'fnid\ a .%V)Yiqg wig da: Florida y y_ r� 1 .�Code- , . • •• • • • . • '.• f.!lirar:rl. _ 1'-�q+eatioa Dare v 1111 ID 1 • • • Rs • • i O6{1Z�1f!/9 �p OF drawing no. s•wooD Bu6c • 5 �y By 5: an ORIp1,• \°ram • • • SPAc1NG m 2pa. 4m. ! .. Aru D.& »aavu EDGE DIST. o w N I 1/8' THC. F 3 Z ALUM slaw 6 p • 6 i ^p e�yy �"W V A m cr M 0L0aS pat¢ le m �w 0 aZ0 WELDED JOINTS 0 i J O LHAMI-DADE COUNTY J m APPROVED MULLION SEE SEPARATE HOA TYPICAL ANCHORS SEE ET.EV. FOR SPACING RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS ; W -� CORNER DSPdIIS �m Q Ys � ri O O M - - - Cl m N _Z 3 m & J w Low TYPICAL ANCHORS w SEE ELEV. FOR SPACING O 1/4' MAX. WINDOW WIDTH WINDOW WIDTH SHIM 1/4' MAX. SHIMS raj W 1/4" MAX. SHIM © 18Y WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. 12$ FOR SPACING o N g R E' o 3 i - 3 METAL STRUCTURE m • c g a m • '•v • • • •• ,o R-eo^o' Qo0 x • •q • • • • • 11111111/NI AN v........ [� Y 1 KOOUCT MSNEt,1'" < 2 se ex Td}Lg iih tY a PEadi PRODUCT RED I"m 1 EXTERIOR • • • • • 4 rwlx AKY� - , ���:"I➢'icg wih dro Bui7rL^g Code FTof� S D.L. On. .. . • .a. :.,�; . '�:•' Ps n'�.�.__. k 4 cmpI rc-Tb,l•upj.zp Fx'iOQe�le—�-.--( • • • •.: •. •• • B ' ^�4 0•. ATE OF Qj� %�i��S droving no. WINDOW WIDTH • • • • eE nA,'e P•+— IBs lYf Dark p; ez trai ,. OR1D�•: ��: WO9-20 sheet 4� 5 „II j1N ITEM # PART # RBQD. n%SCRIPTTON YAT�1At. LAM./St1PPIDta/EEIFIEHS 1 FYS01 2 FRAME HEAD/SILL/JAMB 8083-TB - 2 FY302 AS REDO. GLAZING BEAD- 7/16" LASS 6o63-T6 - 3 fYJ03 AS REOD. ANCHOR COVER 6083-T5 - 4 E203 AS REOp. GIA2ING BEAD BULB NEOPRENE ULTRAFAB 5 FTB-50 1 GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE 6 %10 x 1' 8 FRAAE ASSEMBLY SCREWS CRS PH SINS 7 fY120 - Fl.USH FRAME ADAPTER 6063-T6 OPTIONAL 8 - 2/ UM SETTING BLOCK EPDM DUROMETER 85ii SHORE A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ABHORS SEE ELEV. FOR SPACING 0 ALT. METAL TYPICAL ANCHORS STRUCTURE? rSEE ELEV. FOR SPACING EDGE 9 Mm—DADE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA EDGE O 1/4" MAR. SAS ALT. TYPICAL ANCHORS SEE a". U FOR SPACING ROOUCT RFIlEfFa - complying wM► Ns F4t1Y • - gWding Code lttcplatue Ns �8' 2(A/•V('� © • • • • • • • • t _ E:piraiiee tr u 024 ALT. • • • • • • • • • sr = INSTALLATION DETAIIS nM FLUSH FRAME ADAPTER ' PR�JH7C: ?i£4TSGD ffi—g4yi.& with d. Florid. • • • • • • • • � • .. • 6w d-trq Cndc — Arcptxnc�ti±77 I/OZ.ip — ; • • • • • • • • . • • • a • • • "1 % - ___ _., TsPcx ANCHORS y SET [LEV. FOR SPA lWr • • • • • e • • • • s • .t Ati�i Tiade Pmducl wtmnt t yyo � IF drawingno. W09-20 M IAM I•DiADE MIAMI-DADE COUNTY fi Tm PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 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 Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building cotlp. • . • • This product is approved as described herein, and has been designed to comply the FloAda Building me Code, including the High Velocity Hurricane Zone. • • • • • • : '..' ....:. DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Wiif&W—•L.M.I. • .... .... . . APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200.A1,1i1i'f. Hort4agiling • • , Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/1& 7r prepared b&Al- ..:..' Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dftde ountyProdlt some:* Control Renewal stamp with the Notice of Acceptance number and expiration dat$111 j11Q Miami -Dade •, County Product Control Section. ' :... :. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •...•; ; • • • •; LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo o thy, state, 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 renews NOA# 17-1102.23 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 Manuel Perez, P.E. NOA No. 18-1220.07 Expiration Date: May 27, 2024 q Approval Date: January 24, 2019 Page 1 Eco Window Systems, 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#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .... 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 9A..' along with marked -up drawings and installation diagram of an ahiminum }roxizgntal sliding window, prepared by Fenestration Testing Laboratory,7ria,'Test Repdit No. FTL-7635, dated 12/09/ 14, signed and sealed by Marlin D. Brrul i, P.E. . . ; (Submitted under NOA#14-0317. 01) 000000 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94► • ; • •; ; •; 2) Uniform Static Air Pressure Test, Loading?�r*FBC TA5.201-94 3) Water Resistance Test, per FBC, TAS 202. 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 242-94 ; • • • • • along with marked -up drawings and installation diagram of a �e'A aluminu�xn• • horizontal sliding window, prepared by Hurricane Engineering & Testing, IhC., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel P/64 P.E. Product Contro Ex iner NOA No. 1-1220.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E - 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED B. TESTS (CONTINUED) 5. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .... along with marked -up drawings and installation diagram of a XOX•aluminwa.' ...... horizontal sliding window, prepared by Hurricane Engineering It Testing: b1c .., •Test • Report No. HETI-08-2228B, dated 01/15/09, signed and sealed. ...�andido IF Font, ""•' ... ...... (Submitted under NOA#09-0312.08) • • • • .... ..... 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 241.e-94; ; •; • •: • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • •; • along with marked -up drawings and installation diagram of a NOSlumi:pum • horizontal sliding window, prepared by Hurricane Engineerin4 & Testing; SiiC.','Test . • Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candidq F.-Font, P.E. "" (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel Per ' E. Product Control amer NOA No. 1 0.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5m Edition (2014), dated 07/08/15, complying with FBC 61h Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/1.7.,.axpiring on 07/08/19. • . . .... ...... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameilca,7nc. fttftr • "SentryGlas® (Clear and White) Glass Interlayers" dated 067.j j�15, expirj*ng on 07/04/ 18. ' • • • " .... .... . . .... .... ..... F. STATEMENTS " "' "' • • • 1. Statement letter of conformance, complying with FBC 511 Edi46;(;014), Edition (2017), and of no financial interest, dated October 12, 20V, prepared by N;.:: Farooq Corporation, signed and sealed by Javad Ahmad, P.E.; 0 0 0 � • G. OTHER • • 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 09/03/15 and expiring on 05/27/19. Manuel Per Wamin P. . Product Control Er NOANo. 187 Expiration Date: May 27, 2024 Approval Date: January24, 2019 E-3 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). • • • . . .... ...... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray XMMca, Ihc' for their • • 0o • "Trosifol® Ultraclear, Clear and Color PVB Glass Interlitv$ts" dat ;d'*01/l8/1$j... expiring on 07/08/19. ' .... .... ..... 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Omerica, Inc"for their:..' "SentryGlas® (Clear and White) Glass Interlayers" dateld 1?/28/l7,*expirmg on••;• 07/04/23. 00 . . . . ...... F. STATEMENTS • ""' 2. None. ' • •' G. OTHERS 1. Notice of Acceptance No. 17-1102.23, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 01/11/18 and expiring on 05/27/19. Cqq W-j'e'& -41m a,, Manuel Perez .E. Product Control Exa ine NOA No. 18-12 . 7 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E - 4 3 1 /2" MAX. n n x n°zi II I� II II 3 z II II 3 ) II II II II II 11 FALSE MUNTNS/ 31 t/4" I 32 (SURFACE APPLIED) r D.L OPG. D.L MAY BE USED 35 3/8" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 9 6I o 3HCORNRS 3 i H me n o II II II II \I� i;_ 1/8" HEAT SREN'D. GLASS 1/8" HEAT SIREN-D. GLASS .090" Interlayer 09T Interloyer Tmsft PV8 SentrfMae By 'Kumray Americo, Ina' By 'Kurmoy America, Inc.' 1/8" HEAT SIREN-D. GLASS 1/B" HEAT STREMD. GLASS SIUCONE SILICONE a DOW CORNING 899 GE SCS 2DOD a Y DOVE CORNING 899 GE SCS 2000 z m i m � m 3 3 to 10 AT 1/4 POINTS ON UTES 29 AT 1/4 POINTS ON LIES 29 WIDER THAN 36" ONLY WIDLR TWIN 36" ONLY GLASS TYPE 'A' GLASS TYPE '11 ANCHORS AT MTG, SOLE ENDS TYP. ANCHORS REDD. FOR SIZES AND LOADS ICED WITH " ON SHEET 2 ONLY FALSE MUNITNS/ 32 3/4" I 32 3/4" I ECO—GUARD SERIES-200 (SURFACE APPLIED) D.L OPG. D.L. OPG. MAY BE USED ALUMINUM HORIZONTAL ROLLING IPINDOW 38 7/8- DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER VENT WIDTH CHARTS SHOWN ON SHEETS 2. TO QUALIFY FOR SMALL MISSILE IMPACT RATING APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROWNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/8" HEAT STREN'D. GLASS 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS 5/18" AIR SPACE TO THE BUILDING STRUCTURE. 1/8" HEAT SIREN-D. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE .090" Int-I yer MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. T—ftl PVB A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By 'Kuraray Americo, Inc' ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE 1/8" HEAT STRETN-D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STFEL/METAL SCREWS, THAT COME INTO CONTACT WITH OILER DISSIMILAR MATERIALS SHALL MEET THE CARDINAL XL REQUIREMENTS OF THE 2014/2017 FLORIDA UDG. CODE & ADOPTED STANDARDS. n: EDGE SPACER THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION �' Sfla FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY z m 4�C�a • • • • • • • • OF VP4ICTVRE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR s n Y • • • • • W/•'ER INFILTRATION RESISTANCE ETC. m i 0 899 • a • • • C WDITMNS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, m • • • • • • • •AND BE REVIEWED BY BUILDING OFTI(7AL Att L 17 t I H J f f f yf • • • i RQPRIFit' ``A '' nn Y/i Ac�mLar-rr x�: llt D.0 _ Y Ee:raJ':�Lb:x Pk"Oi1tiCT r,;V. �F3 _� 70992 �_ • • • • • • • Eft as mrupiy,n0 :v„i the rircida tp : it = ALL SIZE$• SE NG BLOCKS AT • • • A""ej�°"` "'a t 7�11OL 2i _ 29 AT 1/4 P4P/1 IT� • Frpin;tioa Dele4 OF .'•� LAN•GLASS IMJD •NSUAD�I. GLASS • • •NOTCH CLAZWG WEG TO CIE Ba BV S1- ns A_Z)'7gp GLAS5 TYPE `C' • • ••• • • a hi cm --Pr, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1 J T. q 0d Iron I N F p? a m.8 ()CL0g 0AbRe co Qw�4� G jamS°C N J (j m J n J � 3 v) ^n W �Ww g 0 6- y 0 CO 3z�n 0U rV -I n O w wCO drawing no. W09-12 DESIGN 1400 CAPeCfIY - PSF (10, OX OR EX SEW) WINDOW DW. A W/o REINP. WTIH RCNF. GLSS TYPE GL38 TYPR 'B' GLS4 TYPE YADTH HEIGHT EXf.(+) 9R.(-) EXT.(+) INT.(-) EXT.(+) UT.(-) 2e-1/2' 1. 53-1/8' 74' 28' (3) 4 70.0 1 80.0 $0.0 90.0 70.0 80.0 4 70.0 H0.0 80.0 90.0 70.0 80.0 6 70.0 80.0 BOA 90.0 70.0 80.0 8 70.0 80.0 80.0 B0.0 70.0 80-0 26-1/2" 1. 53-1/8' 74' 38-3/8' (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 50.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80-0 80.0 90.0 70-0 80.0 26-1/2" 37' 53-1/8' 74' 50-5/8' (5) 1 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 60.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 50.0 8 70.0 80.0 80.0 90-0 70.0 80.0 26-1/2' 37' 53-1/8' 74' 63' (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 68.9 77.5 80.0 90.0 7D.0 80.0 8 70.0 70.0 - 50.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 70.0 80.0 24' 36' 48' 60" 72" 24 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 5 70.0 80.0 80.0 90.0 70.0 80- 8 70.0 80.0 80.0 90.0 70.0 HO.O 24' 36" 48' 60' 72' 1) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 MO 80.0 90.0 70.0 BO.0 5 70.0 80.0 80.0 90-0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 B 70.0 80.0 80.0 9o.0 70.0 BOX 24' 36" 48" 60' 72' (3) 4 70.0 BO.0 80.0 90.0 70.0 80.0 4 70.0 BOA 80.0 90.0 70.0 80.0 6 70.0 80.0 Bo.O 90.0 70.0 80.0 6 70.0 80-0 80.0 90.0 70.0 50.0 8 70.0 80.0 60.0 90.0 700 80.0 24' 36" dB' 60' 72' � 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80M 90.0 70.0 80.0 6 70.0 70.0 90.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 a 70-0 70.0 B0.0 87.6 7D.0 80.0 A = N0. OF ANCHORS PER HEAD h SILL () a NO. OF ANCHORS PER JAMB • MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOB SIZES) WINDOW DINS. A W/o REW. WiTB REINF. GLSS TYPE M.(+) INT.(-) GLSS TYPE v EXT.(+) INT.(-) GIASS TYPE 'C EXT.(+) NT.(-) wurH I Hmm 74" ID6-1/4" 111' (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90A 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4' 111' 38-3/e' (4) 9 70.0 &1.0 80.0 90.0 70.0 80.0 12 70.0 80A 80.0 90.0 70.0 80.0 12 70.0 1 80.0 $0.0 90.0 1 70.0 80.0 74' 106-1/4' 111' 50-5/B" (5) 9 70.0 80.0 80A 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4' 111' 3" 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.6 70.0 80.0 12 70.0 70.0 BOA 80.4 70.0 80.0 72' 84" 96" tog' 24' (3) 9 70.0 80.0 80.0 90.0 70.0 90.0 9 BOA 90.0 70.0 80.0 12 80.0 90.0 70.0 80.0 12 80.0 90.0 70.0 BOA 72" 1. 96' logo W. (4) 9 F-*,- 50A 90.0 70.0 80.0 9 80.0 90.0 70.0 80.0 12 80.0 90.0 70.0 80.0 12 80.0 90.0 70.0 $0.0 72" 1. 96" 1oB' 48' (5) 8 70.0 1 80.0 80.0 90.0 70.0 80.0 9 70.0 BO.O 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 BO.D 80-0 904 70.0 80.0 72" 84' 9H' 108' 60' (6) 9 70.0 70.0 BOA 90.0 70.0 80.0 9 70.0 70.0 BOA 90.0 70.0 80.0 12 70.0 70.0 BO.O 90.0 70.0 80.0 12 70.0 70.0 1 80.0 87.6 70.0 B0.0 A - NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT WIG. STILE ENDS (1/3W) (1/3w) (1/30 DESIGN IOAD CAPACITY - PSF (XOX SIZES) WINDOW DUES. A W/O HEINNF. WITH REINF. GLSS TYPErG 'A'B' TIM GLASS TYPE C. WIDTH HEIGHT EXT.(+) 1NT.(-) WT.(-) O(T.(+) NT.(-) 74' 106-1/4' (3) 9 70.0 80.0 90.0 70.0 BO.0 12 7" 80.0 90.0 70.0 80.0 12 70.0 80.0 90.0 70.0 80.0 74" 111' 38-3/8'106-1/4' (4)12 9 70.0 80-0 90.0 70.0 80.0 - - 90.0 70.0 80.0 12 - - 90.0 70.0 80.0 74' 50-5/8" (5) 9 70.0 80.0 80.0 90.0 11 70.0 80.0 74" 63" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 72" 84" 95' 108' 24' (3) 9 1 70.0 80.0 BO.0 90.0 70.0 60.0 9 70.0 80.0 80.0 90.0 70.0 00.0 12 1 70.0 80.0 80.0 90.0 70.0 Bo.o 12 1 70.0 $0.0 80.0 90.0 70.0 80.0 72' B4' 96" 108' 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70A 80.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 1. Be 9 70.0 80.0 . I90.0 70.0 80.0 9 7(LO 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0. 90.0 70.0 80.0 �- (6) 9 70.0 70.0 80-0 90.0 70.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB 0/4'6') (112W) (I/4W) � �1- OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH fiOD13C1' REIYEW'r{r OPERATING VENI5 TO BE 1/3 OF•TiIE yilyDQW #I0-51 • sa e=eyt,l�,g wasl•ri F1.16. • • • • a .e�.v� i•:iti • • • •• • • r-m.r.: 0 'XOX' • • • • • • ax :....D.:: • • ... •. . aw /Lai!/L � oIn ALL EXTERIOR(+) LOADS JliMN- ON THIS SHEET ARE • •. • FOR WINDOWS WITH ADD-,&W RISE':t AT F*Mt *-L: • • FOR STD. SILL (NO RISER L:MIT UT.(',) LOADS•TO• 60.0•PSF . SEE SHEET 3 FOR DETAIL. • • ••0 •.• ••• •• . . • . . . . . . . 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ...........I Ac¢p:mx na 11-110 33 � '. OF 7• M�u Z Ap q 1- Z �0 Ogg OW Of E m O d00 04t; O Jam awWf Crowing no. W09-12 TYPICAL ANCHORS O BY 4.V SEE ELEY. WOW BUCK FOR SPACING METAL DIST. N Q_STRUCTURE MW.B-DADE COUNTY APPROVED 0 w 3 .; n • . r ' EDGE pIS{.. EDGE GIST. MUUJON & utlDJot+ ANCHORS O a' A SEE SEPARATE NOA I c _ p a - - EDGE DIST. x a " O 79T t N w AR— - � 6CCjjQ r�+p 1 9 TYPICAL ANCHOTS IYRGV_ ANC,HIX2S 7'fPICAL ANCHORS O N p O SEE ELEV. SEE ELEV. SEE ELEV. " Z I FOR SPACING FOR SPACING FOR SPACING Z Y1 _ o y 0Oa abWf � WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. U n I � J TYPICAL ANCHORS: SEE ELEV. FOR SPACING vi WEEPHOLES: 1/4' DN. R ACON BY ' J)' (Fu-1T7 KSI. Fy-155 KSO m Wt 3/8" X 2-1/4' WEEPHOLES AT EACH END INTO 2BY WOOD BUCKS OR WOOD STRUCTURES N ai AND 37' O.C. MAX. 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) } c� g1ANT• THRU 1 BY BUCKS INTO CONC. OR BLOCKS N o x 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) m W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH $ 3 sM a ElJOINTSEALER. 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 00 ;5r) 00 R W DIRECTLY INTO CONCRETE OR BLOCKS Z_ 3 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 z 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) U w� n #14 ¢MIS OR SELF DRILLIN . S EM (GRADE 2 CRS) 8 W ro M INTO MVAMI-DADE COUNTY APPROVED MULLIONS o OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) W y 9 Sim: 1/8' THK. MIN. (Fy 36 KSI MIN.) 8 14 15 18 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAMTED) a o � o TYPICAL EDGE DISTANCE a INTO CONCRETE AND MASONRY - 2-1/2' MIN. g 2 Ey,n W INTO WOOD STRUCTURE = 1" MIN. aI�Q INTO METAL STRUCTURE = 3/4- MIN. 18 � tc nwn �� •� �• • s • • WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. O 13 '' • • CONCRETE AT HEAD, SILLOR JAMBS f c 3000 PSI MIN. n o 919 o 3 '�-^ I a a + • • • • • C-90 HOUDW/FRIED BLOCK AT JAMBS f m - 20DO PSI MIN. B I •- g i i i i i• i •• F'`pp ...... r177'�i g' C 'Tt1.Q� uL• d - a ir•,T with ttn f'ioNt. ... • �Q;: %yc*- t • . O'1 U. PRODUCTREV1 - 70582 _ " • • • .. c� s iiw2� ng with dx iioddx Y $ •'•'' = aL I • S�EI.EV •. 1BY• ANCHORSI�S�ElEY!•• :,i•E''�dx: - • 5*tivation the L13 TE OFF rz; g no. W1 MR SPACING WooD BucK • FatePACA1G • • • • °� �: oraD!. ' —12 EDGE DIST. EDGE DIST. � _ D e� �7 77 �++tlA�. l�un11111 enect 3 of 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TYPH Y U G 8 0 FOR SPACING CS ANCHORS Av_lM � yr t5 A14CHDRS NCING YIAMtI—OADE COUNTY APPROVED YUUJON TYPICAL ANCHORS '1tODUCF uLwww SEE SEPARATE NOA SEE ELEY. FOR SPACING Ie te: WOC wyh des Fhdk g+`:'sr Cerk �o 7, /8 /2 0. 2b24 • • • • • • • • • • • • R.xP{,�U.z • • • • • • • • • • • • • • • ate QIIUCTkLWsED s ! tSC�!•OP . • • • • • • • • • • • —W:Ym$ wdy the FtWua • • 000 • • • BYE c..n qp W MOTH Llit®�Dr�s.9*,�,iC�acd ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � g drawing no II TE OF • �!/ � 9 daDr W09-12 FOR SPACING IYRCAL ANCHORS SEE ELEV. FOR SPACING ALT. I 26 P v- I P COUNTY APPROVED AULLION ANCHORS E NOA. EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING v� TYPICAL ANCHORS SEE ELEV. FOR SPACING.:'. a • •• • • • • ••• • INSTL TATI0•• ••• DETAILS •• 1►ITH • R • • •• FRAME ADAPTER .. • • • • ... • • •• . •• • . • • • • ... . • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z ^ A OZ n� O jO�4 het O �'a vp�m pnoQg�g -on LL z .56H Virl0 ROOUCr RFJUWM a ewFlyfsR wk►tie PA.,& Raf•IisS Cate `O e.pver-.e Dare GU24 Rr. gyp;: �q�•._ �''. •' Hi PRODUCE REVISED No'plying with Cho Eiaida k 1 BaldaPI C.•dc AWepl . tab -il Z. Expiretiva ITete o<1- .q hOF� drawing rw. Mism Dade Pjor�xt Ca'>t�oL �gtit ^i/1i. L`YA�� sheet 5 of 7 0 FRAME HEAD .078 (2) FRAME SILL I 1.314-y 250 .340 .312 .062 Q SILL TRACK MOV. FRAME JAMB 1 1.067 3/16' 1. 71i5 --ql 1.434 I 1., i0+1 ,z 11 i) VENT TOP/BOTTOM RAIL STEEL REINFORCING ,045 3 1.047 10 GLAZtNG BEADS U JAMB STILE [-2,063- 1.250 1•140 1.340 062 .500 I Z44 O MEETING RAIL 2.188—^j 1.422 2 .062 1.375 © FIXED MTG. RAIL D'®[ PART / QUANTITY DRSCFRMON HATSRIAL MANF./SUPPJJ9R/RSIIARY3 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME S81 6063-TS - 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS REQD. FIXED FRAME JAMB 8063-TS - 6 FYID4 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT IITERLACK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6063-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-Tb 10A FY110 AS REQD. GLAZING BEAD (INSUL LAM. MASS) 6063-TS - 11 - AS REQD. REINFORCING BAR STEEL - 12 - AS REDD. REINFORCING BAR STEEL - 13 FY204 AS RTEQD. ADD -ON SILL RISER 6063-T6 USE AS READ. 14 FY208 4/ VENT ROLLER HOUSING k GUIDE CELCON - 15 FY209 2/ VENT ROLLER MASS 18 FY210 2/ VEIN ROLLER PIN ST. STEEL 17 #8 X 1' AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SINS 18 JS X 37 2/ VENT FIX. RAIL SILL SCREWS (S81 END) CRS P.H. SINS 19 W23181 AS REQD. FIN SEAL W STRIPPING - ULTRAFAB 20 Q300TI90 AS REQD. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPTENE ULTRAFAB, DUROMETER 65±5 22 E2D3 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 8535 23 FLB-50 AS REDD. GLASS SPACER SILKXINE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULINAN k ASSOC. 25 /8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PROTRACTS 27 - 1/ VENT 5/15' BOX SCREE14 OPTIONAL 28 F7120 - FLUSH FRAME ADAPTER 606346 OPTIONAL 29 - 1 2/ LITE SETTING BLOCK EPDM DUROMETER 00t5 SHORE A 750 •• ••• • • • • • •• •• ••• •• • • • •• 2612 2.750 2.688-I 062 ,5p0 89 • • • • ! • • • • �J 281, se .. Lew . . .•. FIXED FRAME JAMB I 26 FLUSH FRAME ADAPTER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �4mu z 0 b 0 dqN` R dot � Q �Nr VV N m o 0 aaQo 04b a z�m y oog$ Qbmf � ROOUCT RCNlwm n es—piyl.g wi16 A. F krft p m ""t, gg 77 m I220..ZD24 s s s ` � o PRODUC'TREVISSD A s rs nAaplyiig wnS dm Florida OF •[(jam drowing o no. dtLnn Dade Pm6:CaJCs1 '7!!lN1TAT `tA11` �1eet 6 of 7 V0 �W 2IL 2 g� $ j. W Q A FO o� U RqR11 � C 0$u° DF V p Yi .i W an<g 0 dt—¢ Jnm31 Q uzlmfPu O N U ° J � FRAMF TOP CORNER m W n VENT TOP[@9TTOM CORNERS g V) O � N 3 Z rr- pl 0 LJ ROW" Mlunm o= Q fl o • • • • • • • • aa�rzaceNo 18-1220. > • • • • • • • •• • cvMa Date • • • • • • • • • we • `t1111111/I// W FRAME BOTTOM CORNER S • • PRODUCT R=VISED •• • • • •• • •• • • •• s all •R�rma w h us F>o<i� _ ' * _ & >1 Bmldaig C Me 18 • • • • • • • • • Am pt—t No rK1Jo2.23 v • • • • • • • • • • • •-- OF ' lye` drawing no. • • • • • • • • • • • EZR'�im Dolt ProAxt CoMrW /////nflllA� sheet 7 of 7 ••• • • • • ••• • • • s • • • • • • • • • • • • • • • • ••• 0 0 0 ••• 0 0 MIAMI•QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.eov/economv ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 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 Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida BuildingCQde, 000000 including the High Velocity Hurricane Zone. "" DESCRIPTION: Series 11700-3" Aluminum Sliding Glass Doors (3 & 4-Tracks) w/Rgip14rcemptl-jtM.I. APPROVAL DOCUMENT: Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum*3L*N Glass Door sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signeg'dll sealed byfayad • ... .. . ..... Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Accep ce . ... . ... ..... number and expiration date by the Miami -Dade County Product Control Section. ...• .. .. .. . ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • . • • • Limitations: 1. See Design Pressures Vs glass types and panel sizes charts in sheet 1. Sill riser is integral pact of t1* system. ...... 2. See approved configurations in sheets 3 thru 5. The max frame are of alternate sizes notfo e$ceed &stud frame ' area per FBC requirements, as limited per sheet 2. 0 0 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews #17-0712.01 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 18-1220.08 MIAMI-0ADE COUNTY �0 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files 415-0612.05 /413-0912.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. 000004, Note: The above referenced test report has an addendum letter dated:'EW 10, 201'4, issued 13 " Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test reg4j.A. �thor • • • ; • • • • ; ; • C. CALCULATIONS see:** • 1. Anchor verification calculations and structural analysis, complyiiig;�th FBC;2Qj4 (5th..... Edition), prepared by Al Farooq Corporation, dated 06/10/15 and laat revised on DEC 021:..' 2015, signed and sealed by Javad Ahmad, P.E. • • • • • • • • • • ; • 2. Glazing complies w/ ASTME- 13 00-02, -04 & -09. • • • • • • . . . . ...... D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (RER). '.:..' E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E. Ishaq V. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E - 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals (spin-off from 2-track Sys) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, 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 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors (3- tracks), prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-9333 dged 0;/08/17, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS •••••• •• •••••• 1. Anchor verification calculations and structural analysis, complying ViM FBC-2017 (61h �....: Edition), prepared by Al Farooq Corporation, dated 07/05/17, signed �l seale4�yJava.4 • • • Ahmad, P.E. ' ...... .... ..... 2. Glazing complies w/ ASTME-1300-02, -04 & -09. • • • • • • • • • • • D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic ResourcesEI' • • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/06/17, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal # 16-1466 dated 03/04/17 approved by RER. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, *IW. (formq:, %* DuPont•; DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color RV8 Mass h1te'rl4er" ....:. (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19' •' • • • 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,.rn'c jformerTE.T. auPoht DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer.,.expiring pp.07/4v.... . • F. STATEMENTS (submitted under file #17-0712.01) 690694 T • T • • • • • • 1. Statement letter of conformance to FBC 2017(6 h edition) prepared Vy I-Farooq% • • • Corporation, dated 05/06/17, signed and sealed by Javad Ahmad, 13.E. • ; • • • • • • G. OTHER '" ' 1. This NOA renews NOA # 17-0712.01, expiring 03/20/2024. "Ts" �s L'-. i . u „'-s"... Is aq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-3 DESIGN LOAD CAPACITY - PSF AVERAGE PANEL WOIH wa6 DOOR FINE HEIGHT RICHES GLASS TYPES 'e', 'el' GLASS TYPES 'B'. 'Bl' EXT.(+) O4T{-) EXT.(+) INT.(-) 30 36 42 48 54 82 60.0 Sao 60.0 80.0 60.0 Sao 60.0 80.0 60.0 Ba0 60.0 $0.0 60.0 Sao 60.0 80.0 53.3 71.1 53.3 71.1 30 36 42 48 54 84 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 Sao 60.0 80.0 53.3 71.1 53.3 71.1 30 36 42 48 54 90 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 53.3 71.1 - - 30 36 42 48 54 96 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 8010 60.0 80.0 60.0 80.0 60.0 80.0 53.3 71.1 - - 30 36 42 48 98 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 30 36 42 48 102 60.0 00.0 _ _ 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - 30 36 42 48 1 60.0 80.0 - - 60.0 80.0 60.0 80.0 - - 60.0 80.0 - - SERIES-700-3 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (57H EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED 13Y BUILDING OFFICIAL. 3/16' HEAT STREND GLASS .090' Interloyer SentryGlas rBy 'Kuroray America. Inc.' -3/16' HEAT STREN'D GLASS nW\29 SILICONE DOW 899 GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS 3/16' HEAT STREN'D GLASS 090' Intedayer Trosifol PVB �13y kurcray America, Inc.' r-3/16' HEAT STREN'D GLASS 28 I o\ / Sc GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS 3/16' TEMP. GLASS 3/8' AIR SPACE 3/16' HEAT STREWD GLASS 090' Interloyer Sent �-3//1By 'Kuway Americo, 116' HEAT STREN'D . STRENDGLASS W m I I I it II I� SILICONE I II II ii I DOW 899 i o \ \ 29 /CARDINAL XL EDGE SPACER ST. STEEL GLASS TYPE 'Al 1' OVERALL INSUL LAM. GLASS 3/16' TEMP. GLASS 3/8' AIR SPACE 3/16' HEAT STREN'D GLASS .090' Interloyer Trosifol PVD IBr3/16' HEAT nSTREND GLASS aZ 23 \\ 28 )NE �I II I' SILICONE 899 I �i �i �; I DOW 899 \ \ 29 /CARDINAL XL EDGE SPACER ST. STEEL GLASS TYPE 'BI' 1' OVERALL INSUL LAM. GLASS GLAZING • •• P ION • • • • •• ••• • • •• • • • ••• • • • •• THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ••• • NOTE • • • • • • • • • GLASS CAPACITIES ON THIS :Hl f AL • • • • • • • • • BASED ON ASTM E1300-09 (9 SEC. •GUSTS) • • • • • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z m� 0F e• Z " i IL 2 Z WE 0 O w (V S HOC V t; M OjR 06Co§ Oatimgx o • LW PRODUCPREVISM J 0 0 <_ J �/1111% WIN the nwi& Q W W f � � L•tC�1 oc J n S � � m "tilepLICI rtt3V1CWy1. vwi�llEe/MYp z W ~ geld 4aapWr'• Ig_IZze.oB N S N W U, �,� E,pimfl 8•M 2 � Inr0 rn L n o o Q a0 I W m +l�eml pll>r�R 3 3 W Z. R 40W1 yl 00 ,0 W 00 M n • 3 & 4 TRACKS S.G.D. WITH ALUM REINF. • OPERABLE AND POCKET m o Ail .......... • �cENg. o drawing no. POCKET JAMB ANCHORS W S' MAX. 12 MAX. CORNERS HEAD F 5' MAX SILL CORNERS DAYLITE OPENINGS WIDTHS: FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125' INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 6.50" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" 282 1/8' J TYPICAL F ON• • • • 3. • • -LE`._. • • t • • • xxxxxx e' (3 OR 4 TRACKS) ALTERNATE SIZE UNITS: • • • • • • • • • • • • MAX. FRAME AREA OF DOORS VO'f TO :AEED • • • . . • • ... THE TESTED FRAME AREA Of 211.E SO. FT. FOR GLASS TYPES 'A' & 'A7' THE TESTED FRAME AREA Of 196 SO. FT. FOR GLASS TYPES 'B' & '131' ••• • • • • ••• • • • • • . • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u� 4 TRACK FRAME HEAD W N 'O is Z g•.3 O CCCo111 Q F" W � 3 TRACK FRAME HEAD Q h ffL�L r[yu t FQ O UHn V OWw OHO Onoo8 o ¢ J J � NNO n_ LL4Zrn_ o S O�Q J 5 3/8' Q W i f TYP. TYP. 0 25 'J m R WUJ z UJ yq! �mW u• cn � V) NtD Oo� o Z 31` wY "� N O ( J 3 TRACK 4 TRACK Ld GDM FRAME JAMB FRAME JAMB �z 3 TRACK FRAME SILL wvh 0 E the o'.I!d 2 U o 4 TRACK n FRAME SILL • oar Ll TA OF h� a AZORID�t•'' \�� ���i��ONALIE �� sheet 2 of 13 W �u DOOR FRAME WIDTH Z 3 " • O� q�W w < O ry`POv/ U rcQ Ell ru 0C Y O �'a" VoW� C c a 8 xxxxxx (SHOWN) OXXXXX F)(TERIOR - O.9qN a OXXXXO mom ON lo Q mmi 6 APPROVED CONFIGURATIONS DOOR FRAME WIDTH (SEE Dp TABLE) IL CNC f j p 1p a J NON —PO KETFD DOORS SEE MAX. AREA LIMITATION IN SHEET 2 Q W f THREE (3) TRACKS NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. U o - 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. o J n 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. V) ^ � W O O O O o� W DOOR FRAME WIDTH N U) �lo I/) to Ioon PRODUCT ITE14vw%b tMtOpUCiRavrea o Z_ 31Ji r 3Z} z< o- o- o- S•y•llYliePl.fda. I °d as c.wplyfgwHh the ArlYg b•WgC.i� 1 n 4l p i x r S o B z i Li D i R•i�iag Co/e 'I p =aTeWana Nu ��- t Z�f1 •o D E pi ano. Y.te`!J A—p*o m t i^ 7/Z•O Bap4alfl. DNe q/ w K NO S W oho I By `�^ �a' DW* C�•R� PXXX (SHOWN) L---- EXTERIOR "IYai XXXP DOOR FRAME WIDTH (SEE Dp TABLE) SEE MAX. AREA UMITATION IN SHEET 2 c� o� `u a DOOR FRAME WIDTH nr It=W I � T_____ ____T �F i 1 � • • • • • • • j • i bi 0 a l a� • • • • a� I • j o Nc< g �Zch • • i<I ♦♦♦\1\11111/lrrr' 8 YU~ O~ xz p1� O1� a Tao a0� L----' i� x� I♦`��v �wl VGF1J$F,'�i � '• L n n ----� l a o o f PXX—XXP (SHOWN) �---- EXTERIOR • • _ il_ a • • • • • • DOOR FRAME WIDTH (SEE DIP TABLLh SEEMAX. AREA tIMITAIAA IN SHEET ! • • • • • • • • • • �� �� APPROVED CONFIGURATIONS POCKETED DOORS • TE OF p�DI' -`���� �.(� �S' �yrriro�AL\\\♦♦♦ drawls no. Wl'�-6'z THREE (3) TRACKS sheet 3 of 13 '� ©i� III • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A C D D D D B XXXXXX (SHOWN) OXXXXX OXXXXO APPROVED CONFIGURATIONS NON —POCKETED DOORS FOUR (4) TRACKS NOTE: - 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. PwODUCi *MEW40 l e�d wNr 9• A•rl�y a1uH•` Gae 11�/ 4aeePh�ce Nu I p � 12Z�•� Pj fs:pintior �� •• ••• • • • • • i •• Ce✓ j � 'r7'� a �i! • • • • • • • • • *NOBUCf RFVWM •• ••• •• • • • •• behil"t Cub A.mftN I Di/Z•d/ �'i ````�11111iAl 1n 3,• •• ••• • •OF ••• • alw C 2 • • • • • • • • • • • •• •• • • • •• •• �v z� Z b • W oo`0 a �" got � Otiv'N C> 0 �aoo8 0-3'2 0 LL Z'w JZmSg� awm 0 i S � o drawing no. W17-62 I I r-� - I s �< F D D 1 ¢ z 3 � � I 8 I�� a ;�- La�___ a s; PXXXX(SHOWN) XXXXP i x� I ol. I aC L-_ A = H i D D F lE ,oa I I N o Vr B 0o o lao PXXX-XXXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS FOUR (4) TRACKS NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. �� �� wjl6 9ie MeV� • • • • • • • • • • AsFfaon Dt a&I A4JIEste - � f; ''3`7 Y I rMDUC F REYWAM a 0 I ----T •• ••• •• • • • • • 000 •• • • • •• • • • • • • • • • • • • - •!iAb'�[ wily lb. fTorid� ••• C • • • • • ��•M�" • PI6t•et Cx•erd ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �4ftV Z qn 0 q F� ym UpN A 0riIm Lj d0-M 0Eco. 0 t9 NMp m Q W Z7 w {L z U) a J Q% W� Q W W f F y VI n W s U) 0 aoJ u _Z 3� m N 3z W O N J w U C) �w WGGom 1. ' •. ST OF F drawing no. W17-62 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS. SEE ELEV. FOR SPACING (SEE POCKET HOOK ANCHORS IN SHEET 9) — AT HEAD F . oIa ULTRACON BY 'ELCO' (F -177 KSI, Fy-155 KSI) THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE 1 /4' DIA. ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4' MIN. EMBED 1/4' DIA, SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL- 1/8' THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L— — —AT SILL — — Lt/4' 'ELCO' DIA ULTRACON BY (Fu=177 KSI, Fy=155 KSI DIRECTLY INTO CONCRETE L1-3/4- MIN. EMBED I J AT JAMBS F 1/4��ULT�O�'ELCOULT�O�'ELCO' (Fu-177 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR GROUT FILLED BLOCKS 1-1/4' MIN. EMBED INTO CONIC. OR GROUT FILLED BLOCKS ,1/4' DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI DIRECTLY INTO CONC. OR GROUT FILLED BLOCKS 1-1/4' MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS 1 /4' DIA, SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) L(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — — �f ANCHOR EDGE INTO CONCRETE - 1' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS Cm - 2000 PSI MIN. vA0DUCTABN -iUI Nsnso ••1din6 cm ��M+�ecne) 122U•D'd E-pi- iw D ft + _ • •• • • • • ••• • 0.0 E*oa xrREVISM ""mosiat WYL 14 F .%& '• f ••• • • ••• Win. _o72n•O1 - • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • W n W 3 Nw H N ti,, 3 LM m I J m g Z 3 tl m w W W UAW A W CO M ' a S E OF '.tp � drawing o no. IBY OR 2BY WOOD BUCK FOR SPACING Z. pl I STACOEREO 4 , • " 1 .. �. , W w� TYPICAL ANCHORS SEE ELEVS. FOR SPACING 0 METAL STRUCTURES 1/B" THK. (SEE SHEET 6) 3-1/8" IAGGERED ACI TYPICAL ANCHORS SEE ELEVS. FOR SPACING WEEPHOLES: W1 = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22- FROM ENDS AND 36" O.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. PILE PADS: • • 000 • • • • • • • DARING SHIMS P1 = OPEN CULL FOAM 4 EA"*W;PrtiOOOE VOCATION k HARDENED 1-1/16" 51G X•ylII" f[)IX7/VrGH•. RENGTH GROUT (RINK, NON-TETALUC P2 = SELF ADALSIVE IMF PAEP • • • • • • ,OW PSI MIN. 1" X 3/8" X 1/4" HIGH P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2r4X Ti'•)•3/8" H16H • •w• • P4 = OPEN CELL FOAM AT IYTERLOGK i ASTRAf.AL • • 2" L;NjX 1:;/1e" WI".Xs/1.U"NIGA • • s • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • rMWAI-DADS COUNIY APPR-D MULLION SEE SEPARATE NOA I (SEE SHEET 6) LTYPSEICAL ANCHORS E ELEVS. �RODULT RaRA� FOR SPACING zzpm with a* rAdb 4�pfaom NoA (m • Q D E:pntioo � 1I���� By tk 'rWsi ww. PRORUC f Ramm as QN46h{ Wilk Yx neAY Ampft&e!i, 1 . ru'r`.R'•r���9 st . 0- —. �d •lael ;moo`• A OF �i�Q."'••... sue_ / Z g n 0� FW bIN oo` 06R� U1 ; ,4 cr 060� a rr O aMmic LLZw -o Si�a W Q Wpf r n Hit o drawing no. W17-62 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4- MAX. TYPICAL ANCHORS VX 8 YY 88W cmiO3N EXTERIOR 1BY WOOD BUCK (SEE NOTE SHEET 1) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. M • • • • • • • EXT. • • • • • • • • •• • • • • • • • • •• • • • • • • • 3 11tACKS SHOWN • • �cFc FOR 4-1RACKc FOR 4-117ACKc • • IWGHORcI ANGHORcISHEET • 10 SHEET TO • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O TYPICAL ANCHORS U m n_ Z q 3 Qa h � 2 o.LLLL n`Oavl U Vtop c' °z 1.-,2 8 p a o o aaa�epppp 0N�p LLi0_n of Q W a f f v U O � N J m m N � o W Of rn I-,D GlaM� K with the Fl.,ie, O o B .d! M Q a) W A91e>.(6eq a. O No o W ... w amp � k' m"Muc f REVIS p �t wig tre PI..� 'kO WeN•—Q7/2d/ m � n ATE OF drawing no. W1 %-62 POCKET CAVITY NOT BY 'ECO wDW.' NOT PART OF THIS NOA TO BE REVIEWED BY AHJ HOOK STRIP ANCHORS AT 4" FROM ENDS AND 14" O.C. Z yr•- 0� b�F m Z 0 0 N 06 Ooz� 0008qq 0 4 t �U) LLZoi4 0 of a W 0 E f U m J - HOOK STRIP ANCHORS: o m W V w o N w v -- M (GRADE 2 CRS) c �' C is INTO BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD zLu lal ra 'ELCO s Of 1/4" DLA, ULTRACON BY (Fa=1T7 KSI, Fy=155 KSI) (A N _ - - - - - THRU 1 BY BUCKS INTO CONC. OR FILLED BLOCKS m 1-1/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS n 0 or') DIRECTLY INTO CONC. OR FILLED BLOCKS $ Z 3 EXT. 1-1/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS ^ 3 z> n HOOK STRIP ANCHORS 1/4" DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) w n c AT 9" FROM ENDS INTO METAL STRUCTURES Lil ro m v AND 14" O.C. (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) JAMB OPTIONANCHOR EDGE g INTO CONCRETE OR BLOCKS = 1-1/4" MIN. (A) 2 = 1-5/8" MIN. (B) kxBUCT RENom INTO WOOD STRUCTURE = 1" MIN. u� v eo�Rlyiot wNA de mft INTO METAL STRUCTURE = 3/4" MIN. u °� boa Anept�wa No 1 WOOD AT JAMBS SG w 0.55 MIN. •• ••• • • • p� q R; ; CONCRETE AT JAMBS Vc = 3000 PSI MIN. vi • • • • • • y `j)„ .1�,•.�... Jr- C-90 GROUT FILLED BLOCK AT JAMBS rm = 2000 PSI MIN. c %oo d • •• • • • • > •• MLODIICFREV� �_" J _'.•.. • • • • • • • • 1Mkid+ocly l?-D /Z•ol = i??' oaa a � • • • • • • • • • • • • • • • • rad•d CWA d ATE OF N drawing no. • • it1I A`dr P,.� • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . WOOD SUCK (SEE NOTE SHEET 1) ME J51ST. :-eiN� �- •al� ltl _ _��� F.m—mlaaaaa�.�=e��'�: TYPICAL ANCHORS ELEVS. IA OSEE ,. SPACING TYPICAL ANCHORS SEE EL£VS. Bt FOR SPACING O �W CONCRETE •EDGE DIST. _ j 3 KSI MIN. METAL �f \ V STRUCTURES v W wi 1/6" THK. EDGE DIST. (SEE SHEET 6) ••O STAGGERED O F b w 3 zY .. Z I 1 W Z I o \ \ I, P W L T ELEVS. ORS � � ANCHORS Q W FOR SPACING FOR SPACING a K C pal A 8 _ ____- ___ MLAMI-DADECOS APPR'D MULLION ______�_ , li 0 IL a G '° t 1%SET rc II SEE I (SEE SHEET 6) I j LL WA o IL ---- __ -- I ------- I ------ I -----JI Q 01 y�� f F w ci J 0 o J TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE FI N. SEE ELEV. m FOR SPACING PAC FOR SPACING FOR SING FOR SPACING n C O 1/4" MAX. 1/4" MAX. o� 1/4" MAX. W H w SHIMS SHIMS w5 SHIMS H W r OO- n 0 0 c M 0 co- n W Z3� m 3C4-J N N 0 _ WLo W co Q W W PRODUCT RBNa�f� Zdi g c with 9t �N. 4myba i8-IL?O BYPi fi- B-1 c c L..1 O u - 'wR,t•R DMIe ui O � p c 2BY BUCK OR w pV •• i. STRUCTURE • • • • • S • ' • • ai SEE ME SHEET 1 • • • • • lb ` •'. • • • o00 _ IX�• •• • • • :•: �.•• EXT. • • • • EXT. 114111TT o�< 8 1/4" MAX. (SEE N EET �)Y�ilb'�{wiM R7MHUCf /D gEye ��Ji"•'........ •� SHIM t•eR L-S )R:•' EN MacaRW 1-07!?•61 • • • • • • • • • • •t •' �: : �` • • • • • • 4 TRACK FRAMES lE Of 6(/ � drawing no. ' `` •• • • • ANCHOR LOCATIONS • ••• • �A/// l`+111j 1 Al11YY� sheet 10 of 13 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM / PART / QUANTITY DESCRIPTION MATERIAL W �O b Z n 3 0 q4 p U W O O: C u Oar V pw•1 d K 0 Da��3 W O !r Q W j LL Ep LL i - o y o 0 w lw Q I=l f Z J 0O V S J m U z V) w u �� 3 rM m o c5 - 0 00 o Z 3� aavovb' -*iw �z -i r o W J v . N.IS-TZ1o•D� W'n Stpindn Del 21 awl 2�I00 SEALANT: e A�tA•we ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. rnmucrREymm 0 •b•*iotwmatnw6h 1 d JZ•6� zo v c • • • • • • • • • •00 • • • • • • • • • O 0-. • • • • • • • • • 1T 111111I)f J� � o _ ji • • • • • • • • • • • %®• 1E OF PR�W17-62 sheet 11of13 MANP./SUPPLIER/REMARKS 1A E727 1 FRAME HEAD (7 TRACK) BOOS-TS - 1B E720 1 FRAME HEAD (4 TRACK) 6005-TS - 2A E724 1 FRAME SILL (3 TRACK) 1i005-TS 28 E721 1 FRAME SILL (4 TRACK) fi005-T5 3A E725 2 FRAME JAMB (3 TRACK) 606,7-TB - 36 E722 2 FRAME JAMB (4 TRACK) 6063-T6 - 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - 5 E70.5 AS ROD. PANEL LOCK STILE 6083-TB - 6 1708 AS REOD. PANEL OUTER INTERLOCK 6063-TB - 7 E707 AS REOD. PANEL INNER INTERLOCK 6063-T6 - 8 E708 AS REOD. PANEL MALE ASTRAGAL 6063-T6 - 9 E709 AS READ- PANEL FEMALE ASTRAGAL 6063-T6 - 10 E710 AS REOD. GLAZING BEAD 7/16' LAMINATED CLASS 6063-T6 - 11 E711 AS READ. GLAZING BEAD 1"INSULATED GLASS 6063-TB - 14 E714 AS REOD. 2-J/4" SILL RISER 6083-T6 - 15 E715 AS REOD. FIXED PANEL CUP (CONTINUOUS) 6063-T6 - 16 1729 AS REOD. HOOK STRIP 6063-T6 - 17 E717 AS REOD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - 18 j10 % 3/!' HWH SMS AS REOD. FRAME ASSY. SCREWS ST. STEEL - /10 X 1' FH SMS AS REOD. PANEL ASSY. SCREWS ST. STEEL - je % 1/2' PH SMS 2/CUP FIXED PANEL CUP SCREWS ST. STEEL AT 3' FROM ENDS do 16' O.C. /10 % 1-i/4" PH SMS 1/ ROLLER ROLLER MST. SCREWS - NOT SHOWN K22 WEATHERSTRIP AS REOD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULIRAFA6 F235 AS RE00. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB E203 AS REDO. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65f5 PR03-6005 2/ MOV. PAN TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK (1/2' MTG. SPACER REOD.) 25 E718 2/PANEL FIXED PANEL SKATE OELRM - 26 /B X 1/2" PH SMS 2/CUP FIXED PANEL SKATE MST. SCREWS 5T. STEEL 27 - AS REOD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 2B - AS REOD. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE 29 - AS REOD. SETTING BLOCKS AT 1/4 POINTS EPDM WROMETER BOfS SHORE A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6.51 B^{ 8.716 i 7L11'.312 I I 1'312 1.129 .078 1996 .988 11.998k-1.998�1.%8 1.998 1�1 to FRAME HEAD (3 TRACK) i8 FRAME HEAD (4 TRACK) r7.998 -1 Ir1.98 �2.067I 1a�1.998--I 2.067 --"1391.1i39 022 1.K0{I 1.022 086.808 9.006 O FRAME SILL (3 TRACK) �6 6.665 1.998 .062 B. 1.99 8 (3 FRAME JAMB (3 TRACK) ��.078 2.428 .094 1 [ 632 3.172 16 HOOK STRIP 2B 3B FRAME JAMB (4 TRACK) .210-1 j- .ohs I I -7 2.687 1.047 8 2-3/4- SILL RISER FRAME SILL (4 TRAC .130 1 r .937 .045 062 a -�I 1.252 L j 10 GLAZING BEAD 1' INSUL LkM. CLASS .6921 r .937 .050 062 1.021 1 I� 1.252 17 GLAZING BEAD 7/16' .. GLASS 3.562 �•I .078 1.823 1.647 094 2.625 O PANEL LOCK STILE O PANEL TOP & BOTTOM RAIL 915 --� 357 149 O6 1.540 15 FIX. PANEL CLIP 3. 3.562 125 4 Z Ma h 2.104 .076 1.647 F Own `r 2.625 CL O t O7 pM, PANEL INNER INTERLOCK V o m �3.562 o r.9 12 LL_ F 2.104 p�m 1.84 I 175 m�y W O PANEL OUTER INTERLOCK 2.248 .125 1.193 111 .O7B 125 INTERLOCK STIFFENER 3.437 .078 IS 1.813 �F 7 2.500 • • • • s • • • 1e/ PANEL FEMALE ASTRAGAL 8 • •• • • • • ••• a• •• ••• •• • • • •• '110M)C7 RB14a4y" v"pW-8: w'iN tie Plod& 6" ."ff Cade PRQB$7C f HEVOW • • • • : • • • • g `i'o. nap'e -1 10. Qa p� w� the nwidL • • • • • y ;k.-V6 pb 17-67/00/ --- . ..... . ... . ...... . .... .... . . .... . PANEL MALE ASTRAGAL -i No `o ® '•.• OF •<y� drawing no. --sFn t%:*• °--- '-., wi / -s2 O� 4 TRACK FRAMES TOP CORNER sucouC7 99"V ►' v C—oft arlM er lblM S.Wift Gee Am"taan Na u^ l z—u dl� 4 '(� C.Pl-" wft � &taA —. •y 1i�.� �' I a)laal Q�k • • • • •• • • • • • .. .. ... ... 4 TRACK FRAMES BOTTOM CORNER • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I� O v V � J o J N V] N W z � r K V) to 3 3L� W o " n pro o Z_ 3� S. 3 2 � n W O NJ v 80 C3 ti W "o OfUCf REVOM ��o4Q�wW Me fb,W k�ace Na I -0 18U) 0 OF =�� drowing9 no. L�`P W17-62 sheet 13 0l 13 CONTRACTOR: py TOP CHOICE � �3/4" X 81o5/8" ' � RENOVATION 3/4" X 33 1/4" �-' O.A 18- 220.m N R-1220.0 � SO:\ 18-1220.07 6-AIHRW 101- AIFll 7-AIHRtV' FL 41ZZZZZZ7=====—r171 CGC 1519665 I I I I I I M I I I I I I 2301 SW 16TH AVE. I MI.�,MI, FL 33145 L-------- --------- J KITCHEN 1-;AIHRVV-- 73 3/4" X 50 3/8" • • • MASTER NOA 18-1220.07 • • BEDROOM • • • SCOPE OF WORK: NOT IN SCOYIi REPLACE 11 WI\DONS • • • •••••• • • • y • • • •�• REPLACE 2 ENTRANCE DOORS :L—T REPLACE 2 SLIDING DOORS i 1117JI • • • • • GARAGE 1-:AIHRNV • • • • CC • 733/4"X503/:1" • �.. 6t, • NOA18-I220.67 .•�• • :n • • Q PLAN LEGEND M 3/4" X 2i 3/4" I • G. NOA 17-0809.37 — 5-:AISHR r}, • EXISTING 8" CSIC WALL AISGIJ NOA 18.1220.08 LL.i ( (f) Q _ • (/) • (� e • ® Q Q O 0 EXISTING 5" PARTITION WALL in Q JLuo- AIFD ALUMINCN IMPACT FRENCH DOOR lL 1 :\ISGD :\LL-lI1SL'N SLIDING GLASS DOOR L•' Q �. AIHR\ - ALL-\11NUN IMPACT HORIZONTAL ROLLING WINDOW -MINDS LIVING > _ CDAIFS ALL 111P:1CT FINED \t7NU01V ROOM L.. AISH\V- ALL'MINE-N IMP IC-T SINGLE HUNG WINDOW LAUNDRN v N L13 LU)1.' ^ 36 3/4" X 38 1/4" NOA 18-1220..17 —4-AIHRCV GCE5C ',�, BATHROOM - z N Q J J } _ 102 1411/4" X 841/2" �, 0 ~ SUB DIVISION: AISGD NOA 18-1220.W - 4 C.) BISCAI'NE RIVER HGTS I 39 3/8" X 82" > 0 W NO:A 1R-1220.11 � C7 � FOLIO: I z ,art ��., 100-AIFI) d Z 0 11-2232-031-0050 Q 0 m I-AIHR\V' 36 NOA I X 50 3/8" No:\ 18-1220.m — 3-:\IHR\t I \O \ 18 L2 I`ADA1E' 2-AIFX BEDROOV#2 \ 361/2"X73" F NOA18-122006 0 5 2019 I-AIHR\\- BY: ('j_�- - 733/4" NOA 18-1220.07 UNIT SQ. FT. FLOORING AREA ..r,.e. d.,r � � $hEet TOTAL EXISTMG WIT AREA = 1578 SQ FT A WORK AREA = 388 SQ FT iPOr � Notary Public State of Florida -1 Camila Arredondo �..._• •• +� My Commission GG 624W-- �!a Expires 09rW2022 F 850211111 CL CD t� t� . . •.M • .. cc.:. 4-5 100 0606 0. C0J ••.•.' 1 .J . 1 FRONT ELEVATION (SOUTH �Q) : ... % ' L • 1 Scale:3/16°=1'-0" . .. zCf) •• • a(a u) Ct o� oLU � T z � T- TT- low-T — No. Revision Date Set: PERMIT O 102 103 (D Name: �1 \ SIDE ELEVATION ( EAST) . eELEVATIONS Scale: 3/16"=T-0" Z Date 12.14,2018 Sheet No. Project: Miam Shores Residence. Scale: 3/16' 1'-0" tot 4y) O O r.y) CY) .6 : REAR ELEVATION ( NORTH)} •00 N ca cn Ct OM�y� l'J O T LU `--- - T /--1OT IN SCOPE-\ .... ...... No. Revision Date Set: (D O PERMIT Name: SIDE ELEVATION (WEST) ELEVATIONS Scale:3/16-1'-0" Date: 12.14.2018 Sheet No. Project: Miami Shores Residence. Scale: 3/16" =1-0" I 1414" 4 Ilk 141Y4" OR OR L 39%" L 3434" L EQ. EQ. EQ. EQ. EQ. EQ. OR- L QTY. 1 QTY. 1 36�" 73 4„ EQ. EQ. r` O QTY. 1 36 4" OR EQ. EQ. 3634„ EQ. EQ. 1834„ Q. Q. N O Q O O Type (1) Type (2) Type (3) Type (4) QTY. 4 QTY. 1 QTY. 1 QTY. 2 ..XO., ..XO.. .xO.. Type (5) QTY. 1 524" Type (6) QTY. 1 ,.XO.. QTY. 1 ..XXX.l 37" EQ. EQ. O Type (7) QTY. 1 "XO.. DOOR SCHEDULE # DESCRIPTION SIZE W X H GLASS MATL. FRAME/ MULLION FINISH ACTION PSF MODEL NOA REMARKS rj) cc 0 0 100 ALUMINUM IMPACT FRENCH DOOR 39-3/8" X 82" 5/16' LAMINATED CUR. GLASS TYPE "A" ALUM. ALUM. PTO WHITE LH +70.0/-75.0 ECO - SERIES 600 OUTSWING ALUM. DOOR 18-1220.11 1. VAUD MIAMI-DADE NOA REQUIRED. MUST COMPLY WITH 2O17 FLORIDA BUILOWG CODE RESIDENTIAL (6TH EDITION) - SECTION R609. CONTRACTOR TO CONFIRM MINIMUM WIND LOAD REQUIREMENTS FOR OPENINGS AND PROVIDE ENGINEERING AS REQUIRED. 2. G.C. TO VERIFY ALL DIMS IN FIELD BEFORE MANUFACTURE AND INSTALLATION. 101 ALUMINUM IMPACT FRENCH DOOR 34-3/4" X 81-5/8" 5/I6" LAMINATED CUR. GLASS TYPE "A" ALUM. ALUM. PTO WHITE LH +70.0/-75.0 ECO - SERIES 600 OUTSWING ALUM. DOOR 18-1220.11 102 ALUMINUM IMPACT SLIDING GLASS DR. 141-1/4"X 84-1/2" 7/16" LAMINATED CLR. GLASS TYPE "A" ALUM. ALUM. PTO WHITE - +60.0/-80.0 ECO - SERIES 700-3 SLIDING GLASS DR. L.M.I. 18-1220.08 103 ALUMINUM IMPACT SUDING GLASS DR. 141-3/4"X 84-1/2" 7/16" LAMINATED CLR, GLASS TYPE "A" ALUM. ALUM. PTO WHITE - +60.0/-80.0 ECO - SERIES 700-3 SLIDING GLASS DR. L.M.I. 18-1220.08 WINDOW SCHEDULE N # DESCRIPTION QTY SIZE W X H GLASS MATERIAL FRAME/ MULLION FINISH PSF MODEL NOA REMARKS 0 o Z 1 ALUM. IMPACT HORZ. ROLUNG WINDOW (4) 73-3/4" X 50-3/8" 5/16" LAMINATED CUR. GLASS TYPE "A" ALUM. ALUM. PTO WHITE +70.0/-80.0 ECO GUARD -SERIES 200 HOR. ROLUNG WINDOW 18-1220.07 1. VALID MIAMI-DADE NOA REQUIRED. MUST COMPLY WITH 2O17 FLORDA BL'XDING CODE RESIDENTIAL (6TH EDITION) - SECTION R609, CONTRACTOR TO CONFIRM MINIMUM WIND LOAD REQUIREMENTS FOR OPENINGS AND PROVIDE ENGINEERING AS REQUIRED. 2. G.C. TO VERIFY ALL DIMS IN FIELD BEFORE MANUFACTURE AND INSTALLATION. 2 ALUM. IMPACT FIXED WINDOW 0) 36-1/2" X 73" 7/16" LAMINATED CLR, GLASS TYPE "A" ALUM. ALUM. PTO WHITE +70.0/-70.0 ECO GUARD -SERIES 300 L.M.I PICTURE WINDOW 18-1220.06 3 ALUM. IMPACT HORZ. ROLUNG WINDOW (1) 36-3/4" X 50-3/8" 5/16" LAMINATED CUR. GLASS TYPE "A" ALUM. ALUM. PTO WHITE +70.0/-80.0 ECO GUARD -SERIES 200 HOR. ROLLING WINDOW 18-1220.07 4 ALUM. IMPACT HORZ. ROLUNG WINDOW (2) 36-3/4" X 38-1/4" 5/16" LAMINATED CLR. GLASS TYPE "A" ALUM. ALUM. PTO WHITE +70.0/-80.0 ECO GUARD -SERIES 200 HOR. ROLUNG WINDOW 18-1220.07 5 ALUM. IMPACT SINGLE HUNG WINDOW (1) 18-3/4" X 25 3/4" 5/16" LAMINATED CUR. GLASS TYPE "A" ALUM. ALUM. PTD WHITE +55.0/-60.0 ECO GUARD -SERIES 50 SINGLE HUNG WINDOW 17-0809.37 6 ALUM. IMPACT HORZ. ROLUNG WINDOW (1) 52-3/4" X 38-1/4" 5/16' LAMINATED CUR. GLASS TYPE "A" ALUM. ALUM. PTD WHITE +70.0/-80.0 ECO GUARD -SERIES 200 HOR. ROLLING WINDOW 18-1220.07 7 ALUM. IMPACT HORZ. ROLLING WINDOW (1) 37" X 50-5/8" 5/16" LAMINATED CUR. GLASS TYPE "A" ALUM. ALUM. PTO WHITE +70.0/-80.0 ECO GUARD-SF,:ES 20C HOR. ROLUNG WINDOW 18-1220.07 • •006y) • • • 0 . ' L 0•. 00 zcn •••• Q(U O� o_ 11T' z W z Trn Vl T No. Revision Date Set PERMIT Name: WINDOWS & DOORS SCHEDULE Date: 12.14,2018 1 Sheet No. Project: Miami Shores Residence. Scale: 3/16-1'-0"