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WS-18-1225Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Permit No. VVS-5-18-1225 Permit Type: Windows/Shutters Otassification: Window/Door Repiaoem Permit Status: APPROVED Expiration:11/13/2018 Applicant 10 NW 100 Street Miami Shores, FL 33150- 1131010180400 Block: Lot: YNC INVESTMENT GROUP LLC Owner Information Address Phone Cell YNC INVESTMENT GROUP LLC 1170 SEAGULL Terrace HOLLYWOOD FL 33019- (305)951-6724 1170 SEAGULL Terrace HOLLYWOOD FL 33019- Contractor(s) RAUSA BUILDERS CORP Phone CeII Phone (305)554-5711 (305)970-7253 Valuation: Total Sq Feet: $ 9,000.00 0 Type of Work: REPLACEMENT OF 11 WINDOWS IMPACT AN No of Openings: 12 Additional Info: REPLACEMENT OF 11 WINDOWS IMPACT AN Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $5.40 $3.30 $2.20 $1.80 $220.00 $9.00 $7.20 $248.90 Pay Date Pay Type Invoice # WS-5-18-67470 05/08/2018 Check #: 017248 05/17/2018 Check #: 017293 Amt Paid Amt Due $ 50.00 $ 198.90 $ 198.90 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an-FUthermore, I authors - - above -named contractor to do the work stated. Authorized - - re: •wner pp ican / Contractor / Agent C/ski May 17, 2018 Date Building Department Copy May 17, 2018 1 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 horizontalor vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifi /Owner Signature 5-/11-i9 /] it Date Print Name 6\\\9) *e\'' 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 UILDING ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 10 nw 100 st RECEIVE[ MAY 0 8 2018 Cv fi INS 20 v i Master Permit No. I S tg `1-2. 2- S Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: NO Construction Type: Flood Zone: BFE: FFE: X OWNER: Name (Fee Simple Titleholder): CPhone#: IV 3 °I,,_ 0-12..* Address: 1( Sr. ) < . -TEjr, City: Vb(U'(C J State: C i__, Zip: Tenant/Lessee Name: Phone#: Email: Seta CONTRACTOR: Company Name: fiat V S c L,j, it de-, 5 Gc,/t Address: % t t ( 5 (' L 5 City: 0 A [ CA---l'. State: ) " ( Zip: ' �l S"' ,,A)vQualifier Name: v 6-c Q -'\ VI v/&--L Phone#: ` �"t` State Certification or Registration #: C 6 l S-1 G a 3 eD Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Qr Value of Work for this Permit: $ 7 ° c' Type of Work: ❑ Addition Alteration ❑ New 6i Repair/Replace Re air/Re lace ❑Demolition k\ trCc�-e-✓ll € ice, tAdC 5 �✓-4 q c. 1-- Description of Work: II -T.tee `-1 .o0, fl r/} (---4 Phone#: 30f S3- Z/—S 7 / I Square/Linear Footage of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ _ TOTAL FEE NOW DUE $ 0 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. k Signature OWNER or AGENT Signature The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of /1(4 ( 20 (� by Leal liegt Ptruna, , who is personally known to meorwh produced it--rl I '�7 4—�Za9� C% e OVt bmas r 4)61 S f v /r1 `,'b rtioCis onalllyy knownw�-o me or who has produced H6 '� �s7 identification and who did take . n oath. identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: NOTARY PUBLIC: Sign: Print: Seal: MARTA HERNAND Os (407 398.0s3 ************* ***** ******* *******L**** *** ******** ****** ******** ******* APPROVED BY 1' Plans Examiner Structural Review Z. MY COMMISSION # GG005090 EXPIRES July 02, 2020 Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 2 Summary Report Property Information Folio: 11-3101-018-0400 Property Address: 10 NW 100 ST Miami Shores, FL 33150-1200 Owner YNC INVESTMENT GROUP LLC Mailing Address 1170 SEAGULL TER HOLLYWOOD, FL 33019 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,097 Sq.Ft Living Area 1,587 Sq.Ft Adjusted Area 1,725 Sq.Ft Lot Size 6,095 Sq.Ft Year Built 1965 Assessment Information Year 2017 2016 2015 Land Value $133,928 $133,928 $99,168 Building Value $107,640 $107,640 $121,060 XF Value $485 $493 $401 Market Value $242,053 $242,061 $220,629 Assessed Value $98,461 $96,436 $95,766 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $143,592 $145,625 $124,863 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $20,266 Senior Homestead Exemption $47,961 $45,936 $50,000 Long -Term Resident Senior Exemption $0 $0 $0 Widow Exemption $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NAVARRO SUB PB 12-59 LOTS 1 & 2 BLK 5 LOT SIZE 57.500 X 106 Generated On : 5/4/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $98,461 $96,436 $95,766 Taxable Value $0 $0 $0 School Board Exemption Value $25,500 $25,500 $25,500 Taxable Value $72,961 $70,936 $70,266 City Exemption Value $50,500 $50,500 $50,500 Taxable Value $47,961 $45,936 $45,266 Regional Exemption Value $50,500 $50,500 $50,500 Taxable Value $47,961 $45,936 $45,266 Sales Information Previous Sale Price OR Book- Page Qualification Description 01/29/2018 $319,000 30851-1402 Qual by exam of deed 11/15/2016 $100 30347-2878 Corrective, tax or QCD; min consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/propertysearch/ 5/4/2018 ICEMSE CLASS' 33-64-124 :.URIC )O 1170 SEAGULL TER SOLLYW . FL S3019-0000 co 04-04.1964 SD M OSUMI.1ta�3015 NWT SAfE pfEA air co n1Nrep‘ ee ISCIN an Mry W Detail by Entity Name Page 1 of 2 Florida Department of State r�!y/!lofl! j � r*Org l�f J l ram J l' j f(� r� r l �_I wi official 5rw? of Florida ss'ebsirr Department of State / Division of Corporations / Search Records / Detail By Document Number / DIVISION OF CORPORATIONS Detail by Entity Name Florida Limited Liability Company YNC INVESTMENT GROUP, LLC Filing Information Document Number L17000139855 FEI/EIN Number 82-2112547 Date Filed 06/28/2017 State FL Status ACTIVE Principal Address 1170 SEAGULL TER HOLLYWOOD, FL 33019 Mailing Address 1170 SEAGULL TER HOLLYWOOD, FL 33019 Registered Agent Name & Address LEVY, SALOMON 1170 SEAGULL TER HOLLYWOOD, FL 33019 Authorized Person(s) Detail Name & Address Title MGR LEVY, SALOMON 1170 SEAGULL TER HOLLYWOOD, FL 33019 Annual Reports Report Year Filed Date 2018 04/04/2018 Document Images 04/04/2018 -- ANNUAL REPORT 06/28/2017 -- Florida Limited Liability View image in PDF format View image in PDF format http: //search. sunbi z. org/Inquiry/Corporation S earch/SearchRe sultDetai l?inquirytype=Entity... 4/17/2018 lit 1111 ALFARooc, CORPORATION II CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: Rausa Builders Date: Apr 19, 2018 Project Name: 10 NW 100 Street Engineered By: SMA •••QProject Desc.: 10 NW 100 Street CPiecked By.•• • • •• • Miami Shores, FL 33150 • • .... • • • • • • • • • .... .... . . .. .. .. . • . . •.. AFC Number: 18-0715 Building Height (ft.) : 15 : • : • Design Criteria: i, Florida Building Code 2017 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: - Any deviations from conditions shown on calculations or drawings shall be engineered separately. - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: - Risk Category: II Exposure: C • • Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. - No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional • • • • • •• • • •• • • • • ••• • 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooac afceng.com Rausa Builders 7111 SW 42 ST Miami, FL 33155 Coefficient Kh 0.85 10 NW 100 Street Miami Shores, FL 33150 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz] (Ib/ft^2) 56.64 Wind Speed (mph) Importance Factor Exposure Category Risk Category 175 1.00 C 2 Coefficient Kz 0.85 Mean Roof Height IN (ft) Height Above Gnd. Level kJ (ft) Horizontal Dimen. of Bldg. (ft) Roof Slope (deg.) Type of Building 15.00 , 15.00 41.00 - >10 With Impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @h (qhJ (Ib/ft"2) 56.64 Component Size Gcp Coefficients Mark Comp Type W (in) H (in) S (in) A ft^2 Z4+ Z5+ Z4- Z5- Gcpi Coeff. Design Wind Pressures (Ib/ft"2) Pos Neg Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 .. ... •. •. •. •. •. .. . • • • • • • .. ... .. • • • .. • ... • • • • • • • • • • • • • • -43.5 40.1 -53.7 • • • • • • • ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING : AL-FAR000 CORPORATION, 1246.143 87th AX,:Mf41Vl1 FL3 1 i4. TEL:305-264-8100 Engineers Seal Engineers Name And Signature ... • • • • ... • • Deign Oak • • • • • • • • • • • • .. .. • • • .. .. Design Reference Number 4/19/2018 2'35'21'PM • • 18-0715 in ,ubJ t oo sf E 5t,vV/3 OrW R L L 6- 1-& n 7--kA s`1e, IL 3 FL - 3 3 / sa 1 I I 4- 1. 1& 39' 2. • 494 1?- o4 zl • /9 531b )c 3 t 3/ AL-FAROOQ CORPORATION THIS SHEET HAS BEEN REVIEWED TO VERIFY LOCATION OF EXTERIOR GLAZING PRODUCTS WITH RESPECT TO ZONE 4 & 5. BY: BMA DATE: Li /Kip it *ALL INFORMATION PROVIDED BY CLIENT _ lI SY- 37-?<-So7s3 avo r? -1(oZ -29 73 m rn m rP . • i • • Ph- 6I>c4/1 J64: FI-222-SS. H m 0 0 z m z 0 0 co L m 0 0 m r z 0 m 7_ .• .•. . • •- • T • • • • • • r • • • • • • • , • • • • • • . • • .td,2- xro x.[ 1l X 63 . .• . • • • • • • • • • (. • •.. F. .•• • . .•• •• • • • • • • • • • • • • • • •-• • • • • • • •••• ••• • • ••• •• • • • • • • • [l2- 39--/c3S3/s No*: /9-o 21• /9 n cn CD Y p .00 1*L-S3 , 3 i; kkak; [9-0821-/4 1 ' Florida Building Code Online Page 1 of 2 PLOPIO DDPARTMENT OP Business Professional Regulation 1 OF FICE OF THE SECRETARY rOBPR HCR BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stets & Facts Publications Product Approval USER: Public User Product Approval Menu > Product or Application Searc7 > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL22255-R2 Revision 2017 Approved ••••• • • • • • •• • • • • • • • • •• • • • ABOUT DBPR' DBPR DIVISIONS CONTACT DBPR FBC Staff I BCIS Site Map I Links I Search New Doors, Corp. 196 N.W. 77th Terrace Medley, FL 33166 (305) 889-0703 WILLY@NEWAGEWINDOW.COM Javad Ahmad alfarooq@afceng.com William Bosch 7196 N.W. 77th Terrace Medley, FL 33166 newagewindows@aol.com Exterior Doors Swinging Exterior Door Assemblies • • • • • • • • • • • • • • • • •• •• • • • • • • •• •• •• • • • • • • • • • • • • • • •• • •• • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 National Accreditation and Management Institute 12/31/2018 Ammad Riaz, P.E. ® Validation Checklist - Hardcopy Received FL22255 R2 COI SS - Series 100 Alum OS Entrance Door (LMI)-CI 2017.odf Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 •• • • • • • • • • •• • • • • https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquYPIHV a8bq... 4/30/2018 ' Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/07/2017 12/21/2017 12/24/2017 02/13/2018 FL # Model, Number or Name Description 22255.1 Series 100 Aluminum Outswing Entrance Door Large missile impact resistant aluminum outswing entrance door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-80 Other: See attached drawing W17-31 for installation instructions and span vs load combinations. Installation Instructions FL22255 R2 II 5S-100 Alum 0S Entrance Dow-4441)-2017 DWG W17-31..odf • • Verified By: 3avad Ahmad PE'•# 7%5 • • • • Created by Independent Third party: Wes • • • • Evaluation Reports • • • • • • FL22255 R2 AE SS - 100 Alum 06 Entrance Door (LMIl -PAE 2017.Ddf • Created by Independent Third Darryl Yes _ • • • • • • •• •• • • • Contact Ua :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-182r • • The State of Florida is an AA/EEO employer. rnnvrinht 7007-2013 State of Florida :: privacy Statement :: AccessibiYity State• ment :: 8 fu• nd Statement •• • •• • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, dunot•send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1396!'PuRuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: •••• •• • • • • •• • • •• • • • • • • • • • • Credit Card Safe Sccul itC\1li'FRlCs' https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquYPIHV a8bq... 4/30/2018 III AL-FAROOQ CORPORATION lamCONSULTING ENGINEERS & PRODUCT DEVELOPMENT April 3, 2017 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: New Age Windows & Doors, Corp. Series 100 Aluminum Outswing Entrance Door - L.M.I. Certificate of Independence Dear Sirs, As the design engineer retained by New Age Windows & Doors, Corp. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. • • • • • • • • • • • • • • • • •• • • ••• • • • • • • . • • • • • • • • • • • •• • • • • • • • • •• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • .• •• • Sincerely, • re 0;. ST/lfJiOF -'s,'oNA„E� •`•Sealed 04-03-17 , Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive, Suite 2201 Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 100 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEETS 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEETS 3 & 4. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED 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 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. 3/16" HEAT STREN'D GLASS .090' Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 3/16" HEAT STREN'D G SIUCONE DOW CORNING 899 / • CARDINAL XL EDGE SPACER ST. STEEL 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16' HEAT STREN'D GLASS .090' Interlayer Soflex Clear And Color Gloss By 'Eastman Chemicol Co: 3/16' HEAT STREN'D GLASS GLASS TYPE 'AI' 7/16" OVERALL IAM. GLASS 1' OVERALL INSUL LAM. GLASS SILICONE DOW CORNING 699 •• • • • • • • • • •• • • • • • • • • CONTRWCTOR TO"FE 0.tSPmSIBIt FAt THE SECTION. PURCHASE AND • • 11.10.L•iTION •F•TH1S FROOUC• BARD MOORS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. • �•S*E SPECIFIC IROJECTSSHALL BE PREIARED BY * FLORIDA REGISTERED • • •ENGWEER OR•ARCIRECT•AHIC• WLL BECIPME 10 E*TINERt OF RECORD (EO.R.) • • •FOR THE P•OJE•r Alb W0 WILL IIE RESPORISIBL• FOR THE PROPER • •USE OW THE W.E.D. •NGIIWER•DF REWORD. •CTT6 AS A DELEGATED • • •E•GWEER TR TH P.E.• EN•RNEER SHALL s'BMI•TO •IIS LATTER THE SITE • *SPECIFIC DRAVaNGS FOR.REVIEW. • • • • D- THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 0T. • • • • • • • • • • • • • • • • • . • • • • • • ••6. • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FL #22255 `10�1L1111♦11/rff7 �Qei , •'7� �i .•' VGEN No. 70592 si•'., OR10P.,.& '/;i�S/OOVAL ltI Sealed: 08/18/2017 ra1V Z m I F y 0 w W oPn °6.O § Cgrq .11,92 1 u' d IR 0 0 U 0 0 v w 0 8 0 c 0 drawing no. W17-31 (sheet 1 of 10 4' MAX. HEAD/SILL CORNERS SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 39 1/4' MAX. 000R FRAME WIDTH 36 I/4' LEAF WIDTH TYPICAL _ELEVATION ( X ) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. GLASS TYPES 'A' & 'A1' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) 39-I/4' 98- 60.0 80.0 SURFACE APPLIED FALSE MUNUNS OR DECORATIVE GRILL MAY BE USED GLASS D.LO. FORMULAE: D.LO. WIDTH = FRAME WIDTH - 15.750' (X DOORS) (FRAME WIDTH - 28.125')/2 (XX DOORS) D.LO. HEIGHT = FRAME HEIGHT - 14.438" DOOR OPNG. WIDTH HEAD & SILL ANCHORS AT SINE ENDS 14' 3• (4) AT 3` 0.C. MAX. OSILL HEAD II � —1Y-- I / 1 / A / j /1 1\ \ \ \ \ / i \ \ //: \ \ \ \\ ,! n / / / / / A INACTIVE I I I / I■U 23 1/2' D.L OPG. 35 t3/16' MAX. D.L OPG. 35 13/16' MAX. LEAF WIDTH LEAF WIDTH TYPICAL FL EVATION ( XX ) DOORS LOADCAPACITY - rar DOUBLE DOORS (XX CLASS TYEE A' k 'AI` • • DOOR DIMS. FRAME WIDTH FRAME HEIGHT EXY-(+)• 75-1/8' 98' 60.0 • • INT-(-)• • • m E 8 NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 - DEC -2 19 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. • • • •• • • • ILO.Y•{ •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • V • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • ••• • ••• • • • C ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 1 • •• •• ••• • • • ••• • • FL #22255 `````11111111I/I�''f" ND. 70682 ;5 TONAL 1 AG;`•``s Sealed: 08/18/2017 COMP -ANL\W17 -31 FAX (305) 889-0710 Q 1 ti 5 drawing no. W17-31 (sheet 2 of 10) SURFACE APPLIED FALSE MUNTINS OR DECORATIVE CRILL MAY BE USED TYPICAL ELEVATION ( 0 ) STAND ALONE SIOELRE GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDEUTE) = FRAME HEIGHT - 14.3125" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH — 15.4375" HEAD & SILL ANCHORS AT MULLION ENDS (5) AT 3" 0.C. 4" MAX. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNT•NS OR DECORATIVE GRILL MAY BE USED 154" SMITE WIDTH • FRAME WIDTH 72 1 /8" HEAD II DOOR & SILL ANCHORS AT STILE (4) AT I ,` OPNG. WIDTH ENDS? 3` O.C./ ' 1 (I11 ,1, I 1 ==1Ft-' / / /II\ / I I \ \ \ \ \ /l /I: O / 11 4' II/!/ II • \ \ / / ) \ II \===1F==== \ II \ I \: 1 �__ 1 I \ 1: \ 1. \ ""• A 41 / d . * / / / / / / / / INI1CfIVE :S44 AC'fIVE� •'_ III) 23 I 1/2" �,_71 1 kw 23 1/2" D.L. OPG. 35 13/16" D.L OPG. 35 13/16" DOOR LEAF WIDTH DOOR LEAF WIDTH •• • • • • • TYPICAL ELEVATION ( o—xx—o ) TESTED UNIT • • • • • • • • • • • •• ••• •• • • • • • •• • • • • •• NOTE: • • • •• •• •• • • FOR DOORS CAPACITIES SEE SHUT.2. : • • • • • • ••• • • • • FOR SIDEUTE CAPACITIES SEE 9HEPT 4.0 • •• • • • •• • • LOWER VALUES FROM DOOR OR SIDEUTE CHART • • • • • . WILL APPLY TO ENTIRE SYSTEM. ••• . . . . •.• • • . . . . . •.. • •. • . . • • • • •. . •• . •. . • • •••• • •• .. •.. . 14" MAX. HEAD SILL �I 23 1/2" D.L OPG. 35 13/16" SIDELUE LEAF WIDTH FL #22255 8 c j 0 u v • 0 O 2 drawing no. W17-31 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SDEUTES SMITE SIDEUTE Guss TYPES FRAME WIDTH FRAME HEIGHT 'A' & 'Al' INCHES INCHES EXT.(+) INT.(-) 30 60.0 60.0 36 60.0 80.0 42 72 60.0 80.0 43 60.0 80.0 30 60.0 60.0 36 60.0 80.0 42 84 60.0 80.0 43 80.0 80.0 30 60.0 80.0 36 60.0 80.0 42 96 60.0 71.8 43 60.0 70.2 30 60.0 60.0 38 60.0 80.0 42 98 60.0 68.8 43 _ 60.0 67.2 EXTERIOR SINGLE SIDEUTE FRAME WIDTH DESIGN I.OAD CAPACITY - PSF SDEl71E5 MTh SEIZE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEI.RE SIDEUTE CLASS TYPES FRAME WIDTH FRAME HEIGHT 'A' k 'Al' INCHES INCHES EXT.(+) INT.(-) 30 60.0 80.0 36 0 elan 80.0 42 60.0 80.0 43 80.0 80.0 30 60.0 80.0 36 60.0 80.0 42 84 60.0 80.0 43 60.0 80.0 30 60.0 80.0 36 60.0 80.0 42 90 60.0 77.6 43 60.0 75.8 30. 60.0 -.80.0 36 60.0 79.1 42 96 60.0 67.8 43 60.0 66.2 30 60.0 80.0 38 60.0 75.8 42 98 60.0 _ 64.9 43 60.0 63.4 46r1F4w--i'f 41.11 XXTERIOR SIDELRE FRAME WIDTH 1/2' DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELTE CHART WILL APPLY TO ENTIRE SYSTEM. •• • • • • • • • • . . • •• •.. .• • • • •• . . • .. •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • ••. . • • • • • . • • • • •.• • • •• • • • • • • • • . . • .. •• • • • • • • •• •. FL #22255 �111111IN 7''/i taleigiV COMP-ANL\W17-31NA p8 drawing no. W17-31 5/B' MIN. THROW BOLT PENETRATION x u 5/B' MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PROPERLY SECURED IFFY W000 BUCK 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY NEW AGE WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELLv. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 Ks1. Fy-155 KS1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1 ' MIN. PENETRATION INTO Worn (HEAP/JAMBS) (STEEL. IN CONTACT W(TH ALUMINUM THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) c -1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE 0R BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) .14 S1AS OR SE1F DRIWNG EW SCRS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION 6E%014b•IJB3•TR/RE • • • • • ALUMINUM: 1/8' THK. MIN. (6063-T5 MI14 • STEEL 1/8' THK. MIN. (Fy = 3�SI MIN!.) >� OR • • P4%0• 1,y4Eor • • •• • • TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE = 1 • MIN! • • • • INTO METAL STRUCTURE = /t. MI • • • • • • • • WOOD AT HEAD OR JAMBS sq„11,p.s5 iitv. • • • • • CONCRETE AT HEAD. SILL OR J fr• 3000 12i1'MNP • C-90 GROUT FILLED BLOCK AT JAMBS fm - 2000 P51 MIT? • • • • • • • • • • • ••• ••• •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • iota• • • • • • • • • • • • • • • •• •• • • • •• iota ••• • • • ••• • • EDGE DIST. 't mtr spa---- 111 METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 11 F.B.C. APPROVED 11 CUPPED MUWON lI SEE SEPARATE APPROVAL 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING FL #22255 11 II II II 11 ;1 DOOR DETAILS ,'ONALt Sealed: 08/18/2017 1 drawing no. W17-31 sheet 5 of 10) 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 5 1 /4" MAX. SHIM TYPICAL ANCHORS' •,. SEE ELEV. FOR SPACING. %' 1/4" MAX. SHIM DOOR FRAME WIDTH 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCKS SEE SHEET 8 FOR DESCRIPTION D.4 OPG. DOOR LEAF WIDTH EXTERIOR DOOR FRAME WIDTH DOOR LEAF WIDTH • •• ••• • f • • • •• • • • • • • • • •• ••• •• • • • •• • ••• •• • • • • • •• • • • ••• • • • • • • • • • • • • • • • •• • • • •• • • • • •f ••• • • • 1/4" MAX. SHIM 28Y W000 B OR WOOD -E •a NOTE EET 1 UT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 1/4" MAX. SHIMS -II 18Y w00D BUCKS FL #22255 DOOR DETAILS • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • •• •• • • • •• •• ••• • • • ••• • • .. ONAL T1 11111s 8 o 01 U $ nti 8 416 g C Fi+10 1 � T� M 3u_g Zrm� C 0 n D 0 O 0 C 1 drawing no. W17-31 Sealed: 08/18/2017 sheet 6 of 10 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 7 N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING POURED & HARDENED HIGH STRENGTH GROUT f'e • 5000 PS MIN. NOT BY NEW AGE WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD REARING (SOLID SHIMS OPTIONAL TO GROUT) SIUCONE SIDEUTE LEAF WIDTH SIDEUTE FRAME WIDTH • • #14 X 3" FH SELF DRIWNG SCREWS AT 4-3/4' FROM ENDS AND 15' O.C. MAX. EXTERIOR EXTERIOR •• • • • • • • • • • • •• • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • .• • • • • • • • • • •• •• • • • • • • DOOR LEAF WIDTH DOOR FRAME WIDTH SIDELITE DETAILS FL #22255 ''/fnnnl Sealed: 08/18/2017 2 0 a • • v drawing no. W17-31 sheet 7 of 10) SEALANTS. USE 'PECORA' SEALANT (COLOR TO MATCH ALUMINUM FINISH) AT PERIMETER OF LOCK AND LEVER HANDLE. COVER PLATES, INSTALLATION SCREWS. PANEL SEAMS, FRAME CORNERS AND GLAZING BEAD ADAPTERS ON THE EXTERIOR. LOCKS; ILCTIVE LEAP SURFACE MOUNT DEAD BOLT LOCK BY 'KWIKSET AT 45" FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STEP WITH (2) 10-32 X 2-7/16" OH MS LEVER TYPE METAWC HANDLE AT 39-1/2" FROM BOTTOM. FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) /8-32 X 1-3/8" PH MS. CONCEALED FLUSH BOLTS MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 7-1/2" AND 88-1/2" FROM BOTTOM FASTENED TO LOCK STILE WYTH (2) /10 X 3/4" TH SMS INACTIVE LEAF CONCEALED FLUSH BOLTS MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 7-1/2" AND 88-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH (2) /10 X 3/4" TH SMS QRIKF PTATF (2) FLUSH MOUNT METAWC STRIKE PLATES LOCATED AT 39" AND 44-1/2' FROM BOTTOM EACH FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) /10-24 X 1/2" FH TCMS HINGES; 3-1/2" X 7-5/8' X .122" THK. EXTRUDED ALUM HINGE PART /FD-107 BY SUWVAN h ASSOC. 3 HINGES PER LEAF AT 9" FROM TOP AND BOTTOM AND AT MIDSPAN (SPACING NOT TO EXCEED 40" 0.C.) HINGES FASTENED WITH /10 X 1" FH SMS (4) SCREWS AT HINGE STILE (8) SCREWS AT FRAME JAMB • • • • •• TTEM g PART # REQD. DESCRIPTION_ MATERIAL ILANP./SUPPLIER/REMARKS NWG-010 FRAME HEAD 6063-15 2 JDI-32358 2 FRAME JAMB 6063-75 3 BA5918 FRAME SILL 6063-15 4 NWG-001 4/ LEAF D00R/SIO81TE LEAF RAIL/STILE 6063-15 5 NWG-015 4/ LEAF GLAZING BEAD (LAM. GLASS) 6063-T5 5A NWC-016 4/ LEAF GLAZING BEAD (INSUL LAM. GLASS) 6063-T5 ro8V 6 GAS-42602 1/ LEAF ASTRAGAL 6063-15 6A #6 X 1/2" AS REOD. ASTRAGAL FASTENERS ST. STEEL PH SMS. AT 3" FROM ENDS & 16" 0.C. 7 NWG-014 4/ LEAF GLASS SUPPORT 60633-T5 7A /8 X 1-1/2" AS REQO. GLASS SUPPORT FASTENERS ST. STEEL PH SOS. AT 3" FROM ENOS & 16" 0.C. 8 AS RECO. HEAD/JAMB ANCHOR PLATE (FULL LENGTH) 6063-T5 8A NA-153 AS REOD. SILL ANCHOR PLATE (FULL LENGTH) 6063-T5 9 BA5919 MULUON 6063-T6 10 FD-107 3/ PANEL ALUMINUM HINGE 6063-T6 SULLIVAN & ASSOC. 11 NA-210 4/ LEAF GLAZING WEDGE GASKET NEOPRENE 12 /8 X 1" AS READ. SDELITE LEAF FASTENERS ST. STEEL. SELF DRIWNG SCREWS. AT 8" FROM ENDS & 16" 0.C. 13 /10 X 1" AS REQD. ASSEMBLY SCREWS ST. STEEL PH SMS 14 15 4/ PANEL 4/ PANEL SUPPORT PLATE (1.5" X 3.75' X .250") 3/8" LOCKMJT NYLON PLATED STEEL 16 2/ PANEL 3/8' . THREADED ROD STEEL 17 FP-389A BLAB W STRIPPING VINYL 18 FP-511 BULB WSTRIPI4NG VINYL 19 2/ LITE SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 8035 SHORE A 20 AS REQO. FIN SEAL PILE WSTRIPPINC WOOL •• ••• • • • • • •• • •• • .•• . . •• . • • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • 000 • • • • • • • •• • • • • • • ••• • • • • • • • • • • • •• •• • • • •• 9• •• � • • 0•• • • FL #22255 oil II I I llf iOIYAL Sealed: 08/18/2017 COMP-ANL\W17-31 FAX. (305) 889-0710 A drawing no. W17-31 (9heet 8 of 10) 1.687--{ I �-1.6431•� I I 5 V �� z n ^ 4.000 �- - 1.000 --,' i_ .062 TYP. - 1 1 1.750 t'848 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 2448100 FAX. (305) 2826978 3 �' I v ._ . 1- 1.238 .696 O GLAZING 359 � BEAD �_ 1 .694 .724 .0�62 1.553 O GLAZING INSERT 1L_2.062 --1 O FRAME HEAD I-2.250- r 078 TP. -.365 C I D .2791 r- I .oso TYP. 1.2387 .z11 1 359 I-.--- 1+-s.soo-�i O HEAD/JAMB ANCHOR PLATE •I O. GLAZING k-.696 BEAD 4.000 2.062 .125 1 1 .062 ,094 .592 1'250 406 sons-100 KW our -swan DOOR w/ Si Ids (LMJ.) • New Age Windows & Doors Corp. 7196 N.W. 77TH TERRACE MEDLEY, FL. 33166 TEL (305) 889-0703 FAX. (305) 889-0710 I 1- 1.500+1 O FRAME JAMB r2.031 - 4.000 O SILL ANCHOR PLATE .062 TYP. L .750 1 ti 2.250 -2.000--{ I I 2.125 ..375 4.164 125 .71817 2.916 1 I--4.000 -i OFRAME SILL .688 ..312 j•- 1.749 -j I I r T psnnotion )I + .1._I .562 ge6 4.751 .093TYP 'O 4.031 es- 2.125 } .062 i TYP• 'H' MULLION 2.000 1 Q 0 ® 1.1 n II 1 .328 r 5/16" MA. 1 STEEL PIN 1 O O 3.375 I 1 • •• .657 00 u .510 T OLEAF RAIL STILE / e 11c §a O O I I • • • 11.11^1111U/T�� • • • ... • • . •••• `.�```psIT". A''!4 ',..� '� .250 1NRDNESS TENSILE STRENGTH ELONGATION AT SPECIFIC CRANKY WEDGE t 1 75t5 SHORE A (BREAK) 1900 PSI BREAK - 3801< = 1.39 GASKET n 1 ^ i g �• 4 .--. 1... L .610 125 �� I F�.700 O ASTRAGAL 2.000 Q+ • • �7 ' � - • • • 1 O U q I I / 1 • • • • '_ �� • -vq, • • • • ••• • • • • • • • • • •' ':I dfawin9 no. W17-31 16 ALUMINUM HINGE • • .O •.•• • • .. • ��� • • • • • • i • • • iisa;/ �•., .•..1 F' I, #22255 %%%T�T1A�1111% sheet 9 of 10) 000 • • • • 000 • • • • • • • • • • • • ••• • • • • • • • • • • • • • • � •• •• • • • •• •• •• • • 000 • • Sealed: 08/18/2017 BOLT GUIDE 1-1/2' X 1- X 1/8' ALUM ANGLE, 1-3/8' LONG LE6LISEAKEIChLMENES GI A7ING INSERT CORNER —/10 X 1/2' SUS DOOR/SIDELJTE TOP CORNER •• ••• •• • • • •• D00 SIDELRE BOTTOM CORNER • ••• • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • •• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • • • • •• ••• • • • •• •• Sealed: 08/18/2017 FAX. (305) 889-0710 by l description • a Ji drowing no. W17-31 sheet 10 of 10) 111 AL-FAROOQ CORPORATION VIIICONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: NEW AGE WINDOWS & DOORS, CORP. Manufacturer Address: 7196 N.W. 77 TERRACE — MEDLEY, FL. 33166 Model Name: SERIES 100 ALUMINUM OUTSWING ENTRANCE DOOR (L.M.I) Maximum Frame Width: 39-1/4"(X), 75-1/8"(XX), 43"(0) Maximum Frame Height: 98" Maximum Load: +60 PSF, -80 PSF (Large Missile Impact) Installation Drawings # W17-31 FL 22255 Date: 8/14/2017 • • • . . •• • ••.. •• •.•• ••.. • • ••.• • •.• • . • •• • • .•.• • • ••.. • • • • • This product complies with the High Velocity Hurricane Zone (HVHZ) testing•rrgtdrements.•••• .. • The above maximum parameters do not occur simultaneously. • : . . See charts on installation drawings for combinations of span vs. ad, •• Comparative analysis used Yes X No •• • •.'••• ' Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) TEST DESCRIPTION - TEST LOCATION TEST REPORT DATE TEST REPORT # Test Sealed by ASTM E283 Air Infiltration Leakage Fenestration Testing Lab, Inc 02/02/2017 FTL-9056 Idalmis Ortega, P.E. ASTM E331 OR ASTM 547 & TAS 202 Water Penetration Fenestration Testing Lab, Inc 02/02/2017 FTL-9056 Idalmis Ortega, P.E. ASTM E330 & TAS 202 Uniform Static Air Press. Fenestration Testing Lab, Inc 02/02/2017 FTL-9056 Idalmis Ortega, P.E. AAMA 1304 Forced Entry Test Fenestration Testing Lab, Inc 02/02/2017 FTL-9056 Idalmis Ortega, P.E. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT DATE TEST REPORT # Test Sealed by FBC 1626.2 (TAS 201 & 203) Large Missile Impact & Cyclic Fenestration Testing Lab, Inc 02/02/2017 FTL-9056 Idalmis Ortega, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 %%%%%%„u,,,,, ,OS' p,D AN/ ,,,,�, No 70592 :111)•J,•" 1.0.• ST OF �.,',F'• O R %O 1,-.• �'lSi`,S,�dNA �0� ``.,Sealed: . �,` 08/18/2017 • • • ••• •.•• .• • ••. • ••• • 9360 Sunset Drive STE 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com ACT RATING: Large and Small Missile Impact Resistan : tac um a.. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION N TANCE (NOA) New Age Windows & Doors Corp. 7196 NW 77 Terrace Medley, FL 33166 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 Prodintc ontrol Section (In Miami Dade County) and/or the AIIJ (in areas other than Miami Dade EouintX) resetve the right to have this product or material tested for quality assurance purposes. If this product or math fial Jails to • • perform in the accepted manner, the manufacturer will incur the expense of such Mt:Vand the 4.I-1 may • immediately revoke, modify, or suspend the use of such product or material withiil'tUnurisdiction. RER• • reserves the right to revoke this acceptance, if it is determined by Miami-Dade•Mtnty ProdfiL`f control* • Section that this product or material fails to meet the requirements of the applicable code • •' • • This product is approved as described herein, and has been designed to comply tlfe Flors�� •I xilding Code, including the - . • ' umcane Zone. • •• • • • TION: Series "100" Aluminum Single Hung Window — L. • • --APPR'O : awing o. 14-27, titled "Series-100 Alum Singtg Jtugg Wdw. (L.M.L)", • sheets 1 through 5 of 5, dated 07/30/14, with revision A dated 10/24/17, prepared by AI-Farooq cgmp ation,• signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MIAAII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy M 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 revises NOA No. 14-0812.03 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. • pill z12aie • et NOA No. 17-1102.29 Expiration Date: December 24, 2019 Approval Date: January 18, 2018 Page 1 New Age Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA 14-0812.03 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-27, titled "Series-100 Alum Single Hung Wdw. (L.1b1.I.)", sheets 1 through 5 of 5, dated 07/30/14, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 202-94 2) Uniform Static Air Pressure Test, 202-94 3) Water Resistance Test, 202-94 4) Forced Entry Test, 202-94 ••.. •• • • • •... . • .... • ... •• • • ••• • 6) Cyclic Wind Pressure Loading per FBC, TAS203s94 • along with marked -up drawings and installation diagram of an aluTni%um sipale itiing window, prepared by Fenestration Testing Laboratory, Inc., Te .134pprt No.• • FTL-7746, dated 05/16/14, signed and sealed by Idalmis Ortega,P•>~' •..••• 5) Large Missile Impact Test per FBC, TAS 204.94•. •'• • . • C. CALCULATIONS • •• 1. Anchor verification calculations and structural analysis, compllingAath F13C 5# • Edition (2014), updated on July 24, 2014, prepared by Al-Farooq Corporataoia,' igned• • and sealed by Javad Ahmad, P.E. 1. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CER'I'IF''CATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5' Edition (2014), and of no financial interest, dated July 24, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal issued by the Product Control Section, dated March 18, 2014, signed by Manuel Perez, P.E. G. OTHERS 1. None. E-1 Siang Zhao, P.E. Product Control Examiner NOA No. 17-1102.29 Expiration Date: December 24, 2019 Approval Date: January 18, 2018 • • . New Age Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMI'1"1ED A. DRAWINGS 1. Drawing No. W14-27, titled "Series-100 Alum Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 07/30/14, with revision A dated 10/24/17,prepared by AI-Farooq Corporation, signed and sealed by Javad Alirrad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural anslysis, complying with FB�C 0ti. Edition (2017), dated on October 07, 2017, prepared by Al-FarOQvCQrporatIon,•. 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'(R1 R) •. • •. • • . •... • .... • . . • . . . .... . • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued "Trosifol® Ultraclear, Clear and Color PVB 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. .. . . • • • . • .... to Kuraraymeiiga, IYrc..tor thei.tb Interlayers" dated d1 /19/1 r e*c.piring F. S TATEIIENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated October 13, 2017, issued by Farooqorpporation, signed and sealed by Javad Myriad, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0812.03, issued to New Age Windows & Doors Corp. for their Series `100" Aluminum Single Hung Window — L.M.I.; approved on 12/24/2014 and expiring on 12/24/2019. E-2 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.29 Expiration Date: December 24, 2019 Approval Date: January 18, 2018 SERIES-100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 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 MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (I-V-IZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OE THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A STTE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 53 3/8" WINDOW WIDTH 48 15/16' 8' MAX HEAD/SILL CORNERS D.LO. (FIX. LITE) 10 1/2' MAX. HEAD SILL A FALSE MUNTINS (SURFACE APPLIED) MAY BE USED I I //. I . r 1 I I I I 1 I I I I I I D.LO. (VENT) 50 3/16' VENT WIDTH TYPICAL ELEVATION EQUAL LTTES •• • • • • • • • • •• • • • • • • •• • • • • • TYPICAL ELEVATION UNEQUAL LTTES (ORIEL TYPES) •• • • •• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCI'REViSF.D complying with the Flaide • 000 • • • B ildfng Code • • • • • • • ArSptat<e No� • • • • • • • • • • • • rioo Ca4 • • • • • • • •• • • •• • • • • • •ky • • • • • • • •Ayaml TPtoduct Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • •• •• ••• • 111111E111/I pp ........ 8R •••, ▪ Q_•, ST OF . !tz Off.•' III 1111111V 8 a v x rn 8 0, .rn 006. 8 4 $` drawing no. W14-27 sheet of 5 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'R' MOTH I HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8' I 65.0 80.0 70.0 90.0 26-1/2' 65.0 80.0 70.0 90.0 32" 65.0 80.0 70.0 90.0 37' 2s 65.0 80.0 70.0 90.0 42' () 65.0 80.0 70.0 90.0 48" 85.0 80.0 70.0 90.0 53-1/8" 65.0 80.0 70.0 90.0 19-1/8' 65.0 80.0 70.0 90.0 26-1/2" 65.0 80.0 70.0 90.0 32" 65.0 80.0 70.0 90.0 37' 38-3/8" 85.0 80.0 70.0 90.0 42" (6) 65.0 80.0 70.0 90.0 48" 65.0 80.0 70.0 90.0 53-1/8' 65.0 80.0 70.0 90.0 19-1/8' 65.0 80.0 70.0 90.0 26-1/2" 65.0 80.0 70.0 90.0 ' 80.0 70.0 90.0 37' 50-5/8' 85.0 80.0 70.0 90.0 r 42' 85.0 80.0 70.0 90.0 48' 65.0 80.0 70.0 90.0 53-1/8" 85.0 80.0 70.0 90.0 19-1/8" 65.0 80.0 70.0 90.0 26-1/2" 65.0 80.0 70.0 90.0 32" 65.0 80.0 70.0 90.0 37' 56 85.0 80.0 70.0 90.0 42" () 65.0 80.0 70.0 I 90.0 48" 65.0 80.0 70.0 90.0 53-1/8" 85.0 80.0 70.0 90.0 19-1/8' 65.0 80.0 70.0 90.0 26-1/2" 65.0 80.0 70.0 90.0 32" _ 65.0 80.0 70.0 90.0 37' 63 85.0 80.0 70.0 90.0 42' (10) 65.0 80.0 70.0 90.0 48" 85.0 80.0 70.0 90.0 53-1/8" 65.0 80.0 70.0 90.0 19-1/8' 65.0 80.0 70.0 90.0 26-1/2' 65.0 80.0 70.0 90.0 32' 85.0 80.0 70.0 90.0 37" 74-1/4' 65.0 80.0 70.0 90.0 42" (10) 65.0 80.0 70.0 90.0 48" 65.0 80.0 70.0 90.0 53-1/8" 65.0 80.0 70.0 90.0 • NUMBER IN PARENTHESIS INDICATE MIN. NO. OF ANCHORS PER JAMB. UNEQUAL LITES (ORIEL TYPES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' CUSS TYPE 'D' WIOTN HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1Nr.(-) 19-1/8' 65.0 80.0 70.0 90.0 26-1/2' 65.0 80.0 70.0 90.0 32" 65.0 80.0 70.0 90.0 37" 50-5/8" 85.0 80.0 70.0 90.0 42" (8) 85.0 80.0 70.0 90.0 48" 65.0 80.0 70.0 90.0 53-1/8' 65.0 80.0 70.0 90.0 19-1/8" 65.0 80.0 70.0 90.0 26-1/2" 65.0 80.0 70.0 90.0 32' 85.0 80.0 70.0 90.0 37' S8" 65.0 80.0 70.0 90.0 42" (8) 65.0 80.0 70.0 90.0 48" 65.0 80.0 70.0 90.0 53-1/8' 65.0 80.0 70.0 90.0 19-1/8' 65.0 80.0 70.0 90.0 26-1/2' 65.0 80.0 70.0 90.0 32' 63 65.0 80.0 70.0 90.0 37' (10) 65.0 80.0 70.0 90.0 42' 65.0 80.0 70.0 90.0 19-1/8" 65.0 80.0 70.0 90.0 26-1/2' 74-1/4' 65.0 80.0 70.0 90.0 32" (10) 65.0 80.0 70.0 90.0 • NUMBER IN PARENTHESIS INDICATE MIN. NO. OF ANCHORS PER JAMB. S W /8' HEAT STREMD. C 090' Ioterlayer TrosHol PVB �By 'kuraray America, Inc.' 1/8 HEAT STREN'D 0 SIUCONE DOW 899 AT 1/4 WIDER G _ 5/16" OVERALL N0 Y6" • PO K. •• • • • • • FOR LITES 36" GLAZING OPTIONS • • • •• • • • • • • •• • • • •• • • • • • •• • ••• • • • • NOTE: • . • • • • • GLASS CAPACITIES ON THIS SIZE T AQE • • • • • •• • ••• • BASED ON ASTM E1300-09 0(3 SEC.•OUSTS) • • • • AND FLORIDA BUILDING COMMISSION • • • • • DECLARATORY STATEMENT DCA05-DEC-219 1/8" HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuroray America, Inc.' 1/8" HEAT STREN'D. GLASS SIUCONE DOW 899 AT 1/4 POINTS FOR LITES WIDER THAN 36" GLASS TYPE 'E' 5/16" OVERALL NOM. THK. .... r REVISED •::: :..-:.,(e�.'IY'T N^i11 111E narida • • • ,'r> :;.max nU 11 '11C2.2q • • "JWifarkm Date zgq • • • • ey Miami Da Product Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • :• •• • • • •• •• • • • 4,u a 0 0 CD W z (71 8 EE tn EE 0 0 drawing no. W14-27 sheet 2 of 5 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TO SPRING LATCH TOPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI—DADE COUNTY APPROVED I MULLION & MULLJON ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED GENERAL PURPOSE — SILICONE SEALANT BY MACKLANBURG—DUNCAN. WEEPIIQLES: W1 = 1" X 1/8" WEEPHOLES AT 3-1/4" FROM EACH END W2 = 2" LONG NOTCH AT EACH END EDGE DIST. •• • a • • • • • • •• •• • • • • •• • •1BSI • M500 BU•I( • i• • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY NEW AGE WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPAC1lOC 1/4" DIAL ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KS S 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) " 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) 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/4" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. • Cf-90••H0LLMA'FILLED BLOCK AT JAMBS f"m = 2000 PSI MIN. • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • TYPICAL ANCHORS • • • • • • • SEE ELEV. FOR SPACING PRODUCT RF.. VISE7y • • as complying Isiah the FL, • • • • Building Cod. •• • •Ascsptance NojJL • • •S • • Fxpiranmn Date i r 1., iiji ••• • By �'-l� Miami Dade Product Control • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • 4 • • •• • • • • • •• •• ••• • • • • • • • • 70592 ATE OF • ORID"..... V 0 d 0 • 0 0 0 4 s 5 drawing no. W 14— 27 (sheet 3 of 5 MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM # PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 NA-201 1 FRAME HEAD 6083-75 - 2 NA-202 1 FRAME SILL 6063-T5 - 3 NA-203 2 FRAME JAMB 6083-T5 - 4 NA-204 1 FIXED MTG. RAIL 6063-T5 - 5 NA-210 1 VENT TOP RAIL 6063-T5 - 8 NA-208 1 VENT BOTTOM RAIL 6063-TS - 7 NA-207 2 VENT SIDE RAIL 6063-T5 - 8 NA-212 AS ROD. GLAZING BEAD 6063-T5 - 9 - 2/VENT SASH STOP 6063-T5 - 1 0 - AS READ. GLAZING GASKET VINYL - 11 - 2/ IJTE SETTING BLOCKS (3/8" X 1/4" X 2' LONG) EPDM DURCMETER 80t5 SHORE A 12 NA-209 2/VENT SPRING LOADED LATCH, AT 8-3/4" FROM ENDS 6063-T5 - 12A - 1/ LATCH LATCH SPRING ST. STEEL - 13 SL203P 2/ VENT SWEEP LATCH, AT 8-3/4" FROM ENDS ZAMAK SULLIVAN & ASSOC. 13A /8 X 5/8' 2/ LATCH LATCH INSTALLATION SCREWS ST. STEEL FH SMS 14 #8 X 3/4' AS READ. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 15 - AS READ. SILL W'STRIPPING NEOPRENE ULTRAFAB 18 43620-187 AS REGD. FIN SEAL W'STRIPPING - AMESBURY OR EQUIV. 19 NA-211 4/ VENT SASH BALANCE CAM CELCON M&L1 PLASTICS 19A #6 x 3/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE e 20 - 2/VENT BLOCK AND TACKLE BALANCES - SERIES 120 BY BSI 20A - - BALANCE TAKE OUT CUP PLATED STEEL - 21 - AS RECD. GLASS SPACER SILICONE FRANK LOWE 22 - 1 5/16" BOX SCREEN - OPTIONAL TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE Eve f V••• •• • • • •• • • • ♦ PRODUCT REVISED •• • • ♦ • • Al• ••• •♦• DifdnPgCo wi'lh McF • • • • •. • gC'ode • • • • • • • t Aceenlnnee *hag • • • • • • • • • • • i 1 ]cplret:(m pyre I1ds.J I�IAii' • • • • ... • HIS �� i Mime DA,� P �v1 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • 4 • • • • • •• •• • • SERIES-100 ALUM SINGLE HUNG WOW. (LM.I.) 4- a. a 0 0 O U i 0 n L., 's' 41w. O~,0 EKMo N Q1i6g an 0 W Zr drawing no. W14-27 sheet 4 of 5 ) 2.414 1.688 , II i III .750 .813 IIu 0621 `—�- j a „P. FRAME HEAD FIX. MEETING RAIL c r-1.344 —j FRAME JAMB 1.735 .910 1.250 .082 .188 2.063 1.535 VENT TOP RAIL 4y .318 .803 .050 .788 F— C GLAZING BEAD 1.434 .837 U6[ .910 L T1P. .621 VENT SIDE RAIL 12 SPRING LOADED LATCH Q VENT BOTTOM RAIL 2.576 3.000 .078 .8715 062 d TMP. Fes-- 2.352 OO FRAME SILL 2.500 .I. FRAME TOP CORNER • • ., • • • • • • • • • •• • • • • • •• • • • •• VENT TOP CORNER VENT BOTTOM CORNER FRAME BOTTOM CORNER • • • • • • • = a �iytyi:;g •riih the Florida • • • • • • • • f�iic;uq Code • ••• •• • •• •. •• • • • •• : �i'auwnr�eieNo �124.,a t��Oi9 Miami Dade Product Control ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • fo‘V z FF n O W q g 0a. reO C otRm ogg?, 0 grEoo 0 uL z Q w e f 0 ZJ 6 U SERIES-100 ALUM SINGLE HUNG WDW. drawing no. W14-27 `sheet 5 of 5 L o-th // io DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION MiAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 N f 1 F ACCEP •1 OA www.miamidade.eov/economy ew Age Windows & Doors Corp. 7196 NW 77 Terrace Medley, FL 33166 SCOPE: �eing 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 theirjuzilcliction. RER reserves the right to revoke this acceptance, if it is determined by Miadii—lAde Coullt'l Product' Control Section that this product or material fails to meet the requirements of the adrcab1e buildmr code. This product is approved as described herein an' •een desi �. ed to comply wig the Florida Building; Code, i • : - - • i ' urricane Zone. •••• .... .• • ESCRIPTION: Series Aluminum Horizontal Sliding Window — L.M. • I piration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant �► (7:--E,ac . unit s a • ear a permanent aa wi e manu a +r - r s name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0407.06 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. .... .... • • • UMENT: Drawing No. AD11-12, titled "Aluminum Horizonal�'liding� �dows — LMI", sheets 01 through 07 of 07, dated 08/03/17, prepared by MCY Engji efig, Inc. —. Glazing Consultants, with the latest revision "3", dated 08/03/17, signed and sealed by Yii5ing'Wang, 1 . E.,.bearing the Miami —Dade Coun Product Con . • • •• . 'th the Notice of.Accept:AU'numbei . . • • NOA No. 17-0821.17 Expiration Date: November 23, 2021 Approval Date: November 09, 2017 Page 1 New Age Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 06-0406.13) 2. Drawing No. AD11-12, titled "Aluminum Horizontal Sliding Windows — LMI", sheets 01 through 07 of 07, dated 11/03/16, prepared by MCY Engineering, Inc. — Glazing Consultants, with the Latest revision "2", dated 07/25/16, signed and sealed by Yiping Wang, 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) Forced Entry Test, per FBC 2411.3.2.1, an1.T 202—��; • • along with marked —up drawings and installation diagram of on. aluminuru.liotizontal...:. sliding window, prepared by Hurricane Engineering & Testing•1•hzoe, Test Report No. • HETI-05-1436, dated 02/18/05, signed and sealed by Ivonne JLht,.P. E.. • • • • . • • (Submitted under previous NOA No. 06-0406.13) • • • • • • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2Q t : 94 • .. • . • 2) Cyclic Wind Pressure Loading per FBC, TAS a43-94 . • along with marked —up drawings and installation diagram of an aluminuN .11grizont 1• • • • sliding window, both prepared by Hurricane Engineering & Thstisig.Inc., Test Reports....: No.'s HETI-05-1965, dated 11/25/05 and HETI-05--2044, dated 11/1•1 •signed • and sealed by Ivonne Ghia, P. E. (Submitted under previous NOA No. 06-0406.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by MCY Engineering, Inc., dated 10/18/16, and revised on 11/03/16, signed and sealed by Yiping Wang, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No. 17-0821.17 Expiration Date: November 23, 2021 Approval Date: November 09, 2017 E-1 New Age Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray Sentry Glas (Clear and White) Interlayer", dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers", dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance to and of complying with FBC 5th Edition (2014), issued by MCY Engineering, Inc., dated 03/29/16, signed and sealed by Yiping Wang, P. E. 2. Department of State Certification of NEW AGE WINDOWS & DOORS rORP. as a for profit corporation, active and organized under the laws Q f ethr State,ot,lorida, dated January 12, 2015 and filed by the Secretary of State . . . • 3. Statement letter of no financial interest, issued by MCY Engineering, Inc., dated . . 05/24/11, signed and sealed by Yiping Wang, P.E. - "•• "•• • (Submitted under previous NOA No. 11-0616.06) • • • • : • • 4. Laboratory compliance letters for Test Reports No.'s HETI- .5,1A36, datt.d02118/0, HETI-05-1965, dated 11/25/05 and HETI-05-2044, dated•pi11/05, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Idonne'Ghia,X.; (Submitted under previous NOA No. 06-0406.13) . • . . .. . .. . . . . ..• . . • . • G. OTHERS 1. Notice of Acceptance No. 14-1224.07, issued to New Age Windows & Doors Corp. for their Series "Aluminum Horizontal Sliding Window — L.M.I.", approved on 04/02/15 and expiring on 11/23/16. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. AD11-12, titled "Aluminum Horizontal Sliding Windows — LMI", sheets 01 through 07 of 07, dated 08/03/17, prepared by MCY Engineering, Inc. — Glazing Consultants, with the latest revision "3", dated 08/03/17, signed and sealed by Yiping Wang, P. E. B. TESTS 1. None. E-2 Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No. 17-0821.17 Expiration Date: November 23, 2021 Approval Date: November 09, 2017 . New Age Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas (Clear and White) Interlayer", dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18. • • • . • .• • F. STATEMENTS 1. S tement letter of conformance to FBC 5d' Edition (201416 ssued by MCY Engineering, Inc., dated 10/23/17,'giied and's!!. e ... .... • • ... • Yiping Wang, P. E. G. OTHERS • . .. •. 1. This NOA revises NOA #16-0407.06, expiring on 11/23/21. • . E-3 . . . .. • .. • • . ..• . • •. • • . • •• . • • Jorge M. Plasencia, P. E. oduct Control Unit Supervisor NOA No. 17-0821.17 Expiration Date: November 23, 2021 Approval Date: November 09, 2017 FALSE MUNDNS (SURFACEMAY E 74' WINDOW MOTH VENT WIDTH ALITMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. 33 1/8' DL OPG. CLUSTER OF \_(4) ANCHORS AT 5IJ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SThiLM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REVARDAENIS OF THE 5TH EDITION FLORIDA BUILDING CODE (2014) AND 6TH EDITION FLORIDA BUILDING CODE (2017) INCLUDING 1HE HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTFD, SPACED AS SHOWN -ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONOMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A WAD DURATION INCREASE N ALLOWABLE STRESS 15 USED IN DESIGN OF WOOD ANCHORS ONLY. • MATERIALS INCLUDNO BUT NOT UNITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFIITHEG HEED (ON1 LBEOD BUIU)ING 00AliE2014) AND 6r1 EDITION FIAPRIDA BUNN AS ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10. MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. 6' MAX SILL • 32 3/4' 1P CAL ELEVATONS 74' WINDOW WIDTH 12 1/2' _ (1) ADD_ ANCHOR EN PANEL WJ26" HEAD/SILL A 15 1/4' L D.L OPG. ID.L OPG. • ••i • • 10 5/81 • •• •• •• • • • •• WD• •• •• •• • • • • • • • • • • • 30 1 /2' • • 15 1/4' D.L OPG. 111- WNDOW WIDTH HEAO/SILL 32 3/4' ' D.L OPG. (I) ADDMONAL AN •R WHEN PANEL WDTH>26 CLUSTER OF ANCHORS • SEE NOTE -f '(4) ANCHORS AT SILL 36 7/6' 6' MAX. HEAD/SILL CORNERS 111 CLUSTER OF 3. 4 OR 5 ANCHORS 0 WIG. STILE ENDS AT 3' 0.C. TYP. SEE SHEETS 2 3 6• MAX. 3 FOR CAPACITY HEAD/SILL CORNERS • • IS VEN7•WDTN • • • •• • • • • • • • • • rESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. ARE NOT REQUIRED. PRODUCT REVISED wfh the Media SulidIng NOA-No. 17.0821.17 F_ORIOA'" RE4`ISI'1A11ON PE %55983, C A.N. 26677 OCT 2 5 2017 ALUMINUM HORIZONTAL SLIDING WINDOWS - LMI OM m-arn 110.70 auca names sm mimeo .a AD11-12 1 OF 7 • • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• DESIGN LOAD CAPACITY - PS7 (ID OR OA 812E8) GLASS TYPE 'A' ANCHORS 'A' acmes 'B' 'WINDOW DAIS. CL0058R OF 3 CIAA"DDN O7 4 CL08IHE 07 3 WIDTH HEIGHT EM.(+) ANT.(-) EXT.(+) ANT.(-) EXT.(+)I1187.(-) 24' 70.0 75.0 - - - - 36' 24' 70.0 75.0 - - - - 48' (3) 70.0 75.0 - - - - 60' 70.0 75.0 - - - - 72' 70.0 75.0 - i. - - - 24" 70.0 75.0 - - - - 36' 36' 70.0 75.0 - - - - 48' (4) 70.0 75.0 - - - - 60' 70.0 75.0 - - - - 72' 70.0 75.0 - - - - 24' 70.0 75.0 - - - - 36' 48' 70.0 75.0 - - - - 46' (5) 70.0 75.0 - - - - Bo' 70.0 75.0 - - - - 72' 70.0 75.0 - - - - 24' 70.0 75.0 - - - - 36' 60' 70.0 75A - - - - 48' (6) 70.0 75A - - - - 60' 69.1 69.1 70.0 75.0 70.0 75.0 72' 61.7 61.7 70.0 75.0 70.0 75.0 26-1J/2' Inn 75 - - - �' 26'. 70.0 75A- - - - 53-1/8' (3) 70.0 75.0 - - - - 74' 70.0 75.0 - - - - 26-1/2'_ , 7nn 7•j` - - - - 7' 38-3 6'. 5.0 - - - - 53-1 4 70.0 75.0 - - - - 74' 70.0 7S'� - - - - 26-1/2' 70.0 75.0 - - - - 37' 50-5/8' 70.0 75.0 - - - - 53-1/8' (6) 70.0 75.0 - - - - 74' 70.0 75.0 - - - - 26-1/2' 70.0 75.0 - - - - 37' 63' 70.0 75A - - - - 53-1/6' (6) 70.0 70.7 70.0 75A 70.0 75.0 74' 56.7 56.7 70.0 75.0 70.0 75.0 ( ) •• NO. OF ANCHORS PER JAMB 01 WIDTH ` DESIGN LOAD CAPACITY - P0F (XOX SIZES) GLASS TYPE 'A' ANCHORS 'A' ANCHORS 'B' !MOOR D. CASTER 07 3 CLUSTER 01 4 CLUSTER O1 3 WOTH HEIGHT EXT.(+) ANTI.(-) ANT.(+) i1HT.(-) EXT.(+) ANT.(-) 72' 70.0 75.0 - - - - 84' 24' 70.0 75.0 - - - - 98' (3) 70.0 i 75.0 - - - - 106' 70.0 75.0 - - - - 72' ._ 70.0 75.0 - - - - B4' 36• 70.0 75.0 - - - - 96' (4) 70.0 75.0 - - - - 108' 70.0 75.0 - - - 72' 70.0 75.0 - - - 84' 48' 70.0 73.0 - - - - 96' (8) 70.0 75.0 - - - 106' 70.0 75.0 - - - - 72' 70.0 75.0 - - - - 64' 60• 70.0 72.4 70.0 75.0 70.0 75.0 96' (6) 66.3 68.3 70.0 75.0 70.0 75.0 106' 61.7 61.7 70.0 75.0 70.0 ' 75.0 74' 70.0 75.0 - - - - 106-1/4' 28 70.0 75.0 - - - - 111' (3)70.0 75.0 - - - - 74' 70.0 75.0 - - - - 106-1/4' 38-3' 70.0 75.0 - - - - 111' (4) 70.0 75.0 - •- - - 74' 70.0 75A - - - - 106-1/4• 0-5/8 70.0 75.0 - - - - 111' (6) 70.0 75.0 - - - - 74' 70.0 74.7 70.0 75.0 - - 106-1L4.! 63 362 58.2 70.0 75.0 70.0 75.0 111' 16) 56.7 56.7 J 70.0 75.0 70.0 75.0 ( ) - NO. OF ANCHCRS PER JAMB WIDTH 1 (1/3W) (1/3W . (1/370 OPERATING VENTS TO BE 1/3 OF THE WINDOW DTH • • •• • • • • • • 3 • • • • • • •kv m •• • • • • • j NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • GLASS DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPE 'A' ANCHORS '.' RINDOR DNS. CLUSTER O1 3 CLUSTER 01 4 111014 H0006T IXT.(+) 1MT.(-) EXT.(+) 1Nf.(-) 72' 70.0 75.0 - - 84' 24' 70.0 75.0 - - 96• (3) 70.0 75.0 - - 108• 70.0 75.0 - - 72' 70.0 75.0 - - 84' 38' 70.0 75.0 - - 96' (4) 70.0 75.0 - - 108' 70.0 75.0 - - 72' 70.0 75.0 - - 84• �• 70.0 75.0 - - 96' (5) 70.0 75.0 - - 72' 60' (6) 70.0 75.0 - - 74' 70.0 75.0 - - 106-1/4' 26- 70.0 75.0 - - 111' (3)70.0 75.0 - - 74' 70.0 75.0 - - 108-1/4' J6-3/8• 70.0 75.0 - - 111• (4) 70.0 75.0 - - 74' 50-5/816) 70.0 75.0 - - 74' 63' (6) 70.0 70.7 _ 70.0 75.0 ( ) = NO. OF ANCHORS PER JAMB WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 1/8' HEAT STREN'D GLASS • • • •• • \.0.090' SAFLEX HP INTERIAYER BY EASTMAN CHEMICAL COMPANY 1/8' HEAT STREN'D GLASS 0 • • • • • • • • •••-- • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • SNCONE DC 795 PRODUCT REVISED as complyingwith a Florida 4a Co MM NOA-17-0821.17 'AAMI-DADE COUNTY OCT 2 FLARIDA 'REO5TpA4101J PE A559B3 C.A.N. 22611 0 0 0 2 z g DAa If !AM m.n Ad NOTED L MARL. NJ. AD11-12 2 OF 7 DESIGN LOAD CAPACITY - PSF (Y0 0R OY SIXES) GLASS TYPE 'B' ANCHORS 'A' ANCHORS 'B' WINDOW DOES. CIASIE t OF 3 CLOSTER OF 4 CLOB'I6R OF S WIDTH HEIGHT DO.(+)I INT.(-) En(+) INT.(-) EKL(+) 1NT.(-) 24" 80.0 1 90.0 - - - - 36' 24' 80.0 1 90.0 - - - - 48' (3) 80.0 90A - - - - 60' 80.0 90.0 - - - - 72' - 80.0 1 90.0 - - - - 24' 80.0 90.0 - - - - 36' 38' 80.0 90.0 - - - - 48' (4) 80.0 90A - - - - 60' 80.0 90.0 - - - - 72' 80.0 1 90.0 - - - - 24' 80.0 90A - - - - 38- 48' 60.0 90A - - - - 48' (5) 60.0 90.0 - - - - 60' 80.0 90.0 - - - - 72' 8D.0 58.4 - - - - 24' 80.0 90A - - - - 36' 80' 80.0 90.0 - - - - 48' (8) 80.0 81 A 80.0 90.0 - - 60- 69.1 69.1 80.0 90.0 80.0 90.0 72' 61.7 I 81.7 76.2 82.3 782 83.4 26-1/2' 80.0 90.0 - - - - 37" 26' 80.0 i 90.0 - - - - 53-1/8' (3) 80.0 90.0 - - - - 74' 80.0 90.0 - - - - 28-1/2' 80.0 90.0 - - - - 37' 38-3/8" 80.0 90.0 - - - - 53-1/8" (4) 80.0 90.0 - - - - 74' 80.0 1 90.0 - - - - 26-1/2" 80.0 90.0 - - - - 37' 50-5/8' 80.0 90.0 - - - - 53-1/8' (6) 80.0 90.0 - - - - 74' 78.5 78.5 80.0 90.0 - - 26-1/2' 80.0 90.0 - - - 37' 83" 80.0 90.0 - - - - 53-1/5' (8) 70.0 70.7 80.0 90.0 50.0 90.0 74' 56.7 56.7 70.0 73.6 70.0 76.8 WINDOW DDAS. CLUSTER OF 4 WIDTH HEIGHT - EKT.(+) 1NT.(-) 72' 80.09 - - - . - 762 87.1 ' 74' 63'(6) - - - - 70.0 80.0 ( ) - NO. OF ANCHORS PER JAMB WIDTH I 4 DESIGN LOAD CAPACITY - PSF MY SIZES) GLASS TYPE 'B' ANCHORS 'A" ANCIOES 'R' WINDOW DIMS. CIDSI'8B OF S CIABTn OF 4 CIASIER OF 3 VADTH HEIGHT EXT.(+) 1HT.(-) DT.(+) EM+)I1NT() T - - 98' (4) 80.0 90.0 - - - - 108" 80.0 90.0 - - - - 72' 80.0 90.0 - - - - 84' 48' 80.0 90.0 - - - - 96' (5) 80.0 90.0 - - - - 108' 190.0 86.4 80.0 90.0 - - 72' 60.0 81.0 80.0 90.0 - - 84' 60' 72.4 724 80.0 90.0 - - 96' (8) 86.3 66.3 80.0 88.4 80.0 89.6 108' 61.7 81.7 76.2 82.3 76.2 83.4 74" 80.0 90.0 - - - - 108-1/4' 28' 80.0 90.0 - - - - 11 t' (3) 80.0 90.0 - - - - 74'-3/8, 80.0 90.0 - - - - 106-1/4' 38 80.0 90.0 - - - - 111' (4) 80.0 90.0 - - - . - 74' 80.0 90.0 - - - - 108-1/4' S0-5ro• 80.0 84.4 80.0 90.0 - - 111' (6) 80.0 63.0 80.0 90.0 - - 74' 75.1 75.1 80.0 90.0 - - 106-1/4' 63 59.1 59.1 71.8 78.7 71.8 78.6 111" (6) 57.7 57.7 70.0 75.8 70.0 76.6 WINDOW DIMS. CLUB'O8 0P 4 WIDTH HECK Off.(+) INT.(-) 108" 60(6) - - - - 76.2 87.1 106-1/4' 63' - - - - 71.8 821 111' _ (6) - - - - , 70.0 80.0 ( ) - NO. OF ANCHORS PER JAMB WIDTH 1 (1/3W) (1/390 (1/3N) 4 '% • • • • • • 1 r : � DESIGN LOAD CAPACITY - PSF (Yox S12ES) GLASS TYPE 'B' WINDOW DIMS. ANCHORS 'A' CLUSTER 06 3 CIASTER OF 4 1807H HEIGHT EXT.(+) 1NT.(-) DCT.(+) 1 NT.(-) 72' 84" 96' 106' 24' (3) 60.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 72' 84' 98' 108' 36' (4) 60.0 90.0 50.0 90.0 80.0 90.0 80.0 90.0 72' 84' 95' 48' (5) 80.0 90.0 60.0 90.0 80.0 90.0 72' 60' (6) 76.2 76.8 78.2 ' B7.1 74' 106-1/4" 111' 26" (3) 80.0 90.0 80.0 90.0 80.0 - 90.0 74' 106-1/4' 111" 38-3/8" (4) 80.0 90.0 80.0 90.0 80.0 90.0 74" 50-5/5'(6) 80.0 90.0 74' 63' (6) 70.0 70.7 70.0 80.0 ( = NO. OF ANCHORS PER IAMB WIDTH 1 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH (1/4'W) 4 (1/4W) 4. \-1/8' HEAT STREN'D GLASS 0.090' SENTRYGLAS INTERIAYER BY KURARAY AMERICA. INC. 1/8" HEAT STREND GIASS • • • OPERATING VENTS TO BE 1/S •OF THE•WI:DOW •W• )T E. • • • • lII OTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). • •• • • • •• • ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEEE AgE WIND(yMS• • • • • ILL 793E WITH APPUED RISER AT FRAME SILL • • • • • • • • • • FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) lQ TCt j0.E1 PSF• • . : • GLeii 'tYP' 'B' • • • • • • • • PRODUCT REVISED we comBudinryhngmemo the Cede N0A-44.. 17-0821.17 MIAMI-OADE COUNTY OCT 2 5 2C17 •YIPING' WANG,' - •.-FLO7I0A'RE0I519AT1014, C:AN. 28877' ALUMINUM HORIZONTAL SLIDING WINDOWS - LMI ?CYY M XCf[D m.x at. inenzer rcr n-Da• AD11-12 30F7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • EDGE DST. ONCRETE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK .si ' CONCRET)` TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. I rol,:.TiA.-- irri-----. ill TYRCAL ANCHORS SEE ELEV. FOR SPACING L METAL STRUCTURES (STEO. OR ALUM. 1/8" MIN. THICK) STEEL : Fy - 38 KSI MIN. . ALUMINUM : 8063-15 MIN, ► *A -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS ) SEE ELEV. FOR SPACING IW00D BUCKS AND METAL STRUCTURE NOT BY NEW AGE. MUST SUSTAIN LOADS IMPOSED BY GLAZING STSIEM ;AND TRANSFER THEM TO THE BUILDING STRUCTURE. MIN. EDGE DISTANCE FOR WINDOWS WITHOUT SILL RISER LIMIT EXTERIOR LOADS TO +70.0 PSF• . 1►HF7lOLESt • • • • • "am s I -3/4" •X 41/411WEEPHOLEfi AT 6-.1 /;i" FROM • • EAC, EN& WIT(* PLD1STIt BARFLE • • • • • • • • • • • • • ter B OR WOOD STR (_TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING ANCHORS 'A'• 1 /4" 'ITW' TAPCONS (Fu=120 Ksl Fy=92 Ksi) INTO 2BY WOOD BUCKS OR WCCD STRUCTURES wflL PENETRATION INTO WOOD THRU 13Y WOOD BUCKS INTO CONC. OR MASONRY " M'N. EMBED INTO CONC. CR MASONR" DIRECTLY INTO CONC. OR MASONRY 1-1/4" M N. EMBEC INTO CONC. OR MASONRY 14 SE F DRILLING SCREWS (Fu=92 Ksi Fy=120 Ksi) INTO META_ STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) INTO DADE COUNTY APPROVED MULLIONS (NC SHIM SPACE) ANCHORS 'B.' 5/16" 'ELCO' ULTRAGON AT FRAME HEAD CNLY (F0-177 Ksi Fy=155 Ks.) • INTO 2BY WOOD BUCKS OR WOOD STRUCTLRES 1-1/2" MIN, PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONC. 1 -1/4" MIN. EMBED INTO CONC. DIRECTLY INTC CONC. 1-1/4" MIN. EMBED INTO CONC. INTO CONCRETE AND MASONRY - 1-1/2" MIN. INTO WOOD STRUCTUR_ - 1-1/4" MIN INTO METAL STRUCTLRE = 3/4" MIN. epyFRqNi jc'i30QD PSI.MIN..(AT•HEAD. •SILL & JAMB) MASONRY: !'=6608 Pill M&. FIT •AMQ ONLY) IVOD: SC1.5,) ?1t. a1T:EA:•5L_ Tt.J AMB) 4411401 TI.1T a •• • • • • • • • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SC-iNEE MOREHEAD SEAM SEALER. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Bolding Code 140A-Ne. 17-0821.17 Exptratlen Date 1/23/2021 •y M •ad rsdu Centro MIAMI-DADE COUNTY CCT 2 520(? 111PING ;WAANG;r.F. F.1ORDA, REG PE.p3586.T G:AN. 28677 108 0 _„ SCIii ra nom goo= aL PAP>w+ Emmx Po. �'=,ADh1-12 4 OP 7 PRODUCT REV13ED 17-0821.17 ��.�. 11123/2021 °°°° °°°=°°° ° ° ° °°° 1.469 2186 2.352 r-1.234d--1.096i FRAME HEAD .715 .91Q .062 1.434 VENT TOP/BOTTOM RAIL 3.438 1.254 2.719 I.098 .062 .076 2362 FRAME SILL 2682 2220 .930 2038 1.344--1 JAMB STILE 1.535 2.063 .062 - I--1.344-- MEETING STILE 1.73s r.062 .250 .374 1.069 O SILL TRACK 2.250 1.254 .062 .972 1.531 O FIXED MTG. STILE SILL RISER FRAME JAMB GLAZING BEAD .760 L1.230 rs PART / Q121►NTR7 DESCRIPTION MATERIAL MAN7./SUPPi1Ett/9EMAREe 1 NA-203 1 FRAME HEAD 6063-75 - 2 NA-301 1 FRAME SILL 6083-13 - 3 NA-302 1 SILL TRAP( 6083-T5 - FRAME JAMB 8083-75 - 5 NA-204 1/ VENT FDLED MTG. RAIL 6083-75. - 6 NA-207 2/ VENT VENT TOP Q BOTTOM RAIL 6083-75 - 7 NA-210 1/ VEM VENT INTERLOCK 6063-75 - NA-208 1/ VENT VENT JAMB STUE 6083-75 - 9 NA-206 AS RECTO. GLAZING BEAD 6083-75 - 10 - ... AS REDO. GIAZNG GASKET VINYL - 1 1 - 2/ NETT SWEEP LATCH - AT 15-1/2" FROM EACH END 12 NA-209 2/ VENT SPRING LATCH - AT 15-1/2` FROM EACH END 13 - AS RE00. FRAME & VENT ASSY SCREWS - /6 X 3/4" PH SMS 14 -- 2/ VENT 5U END FILED RAIL SCREW - /6 X 3-1/2" PH SIAS 15 NA-304 4/ VENT ROWER HOUSING & GUIDE - - MON 17 114-306MUM 2/ VENT ROLLER - BRASS OR ST. STEEL ROLLER PIN ST. STEEL - 18 WP1b-100 © BAFFLE - M & M PLASTICS 19 - BAFFLE SCREW - 16 X 1/2' PH SM5 20 W222313K AS RECTO VENT & FIX. RNL W'STRIPPNG - ULTRAFAB ®= © 2J MIIII- - AS RE00. FRAME JAMB 'STRIPPING - ULTRAFAB OPTIONAL SCREEN - 5/15" BOX AS REOD. SILL RISER 6063-T5 - •• • • • • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • ! • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • 14 12 SPRING LATCH • • • • • • • • • • • ••• • • • • • • • • ••e • • • • • • • • • • • ♦ • ••It • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED F g with the Florida Bonding Cod. NO*-Na. 17.0821.17 Expiration Data /23/2021 EY Mlam LIG MIAMI-DADE COUNTY OCT 2 52017 ' ;YIFIN(,I IYIANC, 15 7t 1LO9IDfr IsTEX1 Mr;; • PE '#65993F • C.A.N.• 29677 zdQ4� m 25 5 0 0 9Ar3 3CA6 anew noncr� MCI' 1,057 MOM W. AD11-12 8 OF 6 f • VENT TOP/BOTTOM CORNFRS FIXED MTG. RAIL CORNER • • • • •• FRAME BOTTOM CORNER • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • S•• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED m ▪ .o plYlnD with the Fl.rld. th/oA-we- • 17-0821.17 L Wk.tlon D.e.11/2312021 h• M MIAMI-DAJE COUNTY OCT 2 50'7 vIFF.RO 441.O..R E:'.. FLORIDA R=-CISTRATON, PEa55983 C.A.N. UMINUM HORIZONTAL SLIDING WINDOWS :`,AD11-12 • 7 OF 7