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REV-19-1572.rcr,Uj:!�YVEj7 L.� 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 BUILDING ❑ ELECTRIC ❑ ROOFING J L 0 9 2019 BY• FBC 20 C Master Permit No. w S —Uo — I C1 — )::z I Sub Permit No2;EV_0)_`' 1 � ��Z_ ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 W 1 D N 1E `O CaAlr_'C" City: Miami Shores County: Miami Miami Dade Zip: Folio/Parcel#: ' �, Z2�� _O 2-8- Oq Sv Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name ( �` Fee Simple Titleholder): -"`y (rylor )U Ney � 11-P Phone#: ��(F� Address: t o N F I CT City: 1- `I�I; M\ 7)1ro�S State:I—LZip: J�y�bx �I Tenant/Lessee Name: l Phone# � - Z�' "'„',, Email: DUM PCi C-+' CCU YY1 CONTRACTOR: Company Name: Mco "► nd�J '� ^ �S Phone#:eg3e -t`, n Z-S-Z,(,e Address: q550 NU-J (2 5A-fee_-f City: T-Y-K-CA1 State:- Zip: Qualifier Name: Lo rc-lO /�� Phone#: 4 �S-2-� State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration`` ❑ New ^�❑ Repair/Replace ❑ Demolition Description of Work: (40 v& _ ( - 1 ✓4 n Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ( O G- (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ____6`1—�- Signatu OWNER or AGENT CONTRACTOR The fpj�e ing instru, enwas acknowledged before f I T this The fore g Jng' strument as acknowledged beforeme ( this day of 1/u 20 (�by \(/1 ay of 20 1 - 1 , by V1U I who is personally known to LOAN ( , who is personally known to me or as produced as me or produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign:_ hL Print: RA ARCE Print: ,•1 ue•. Seal: + `��: Notary Public -State of Florida Seal: . •E Commission # FF 896745 My Comm. Expires Jul 13, 2019 �•''FOF "••` Bonded through National Notary Assn. ********************** APPROVED BY 'W ; Notary Public - State of Florida _' : : • "e Commission # FF 898745 +�Fo„�,A My Comm. Expires Jul 13, 2019 11 Banded through National Notary Assn. as f% Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 4/16/2019 Propertv Search Application - Miami -Dade County . 0"FFI E UA"' F THE P R 0 P E R' T Y A P'P'O I Sh E KM�' Summary Report Property Information Folio: 11-2232-028-0980 Property Address: 10610 NE 10 CT Miami Shores, FL 33138-2102 Owner RAYMOND NEVILLE Mailing Address 10610 NE 10 CT MIAMI SHORES, FL 33138 USA PA Primary Zone PPrimary 1000 SGL FAMILY - 2101-2300 SQ Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,245 Sq.Ft Living Area 1,944 Sq.Ft Adjusted Area 1,971 Sq.Ft Lot Size 12,000 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2018 2017 2016 Land Value $294,269 $294,269 $219,010 Building Value $195,129 $195,129 $195,129 XF Value $4,755 $4,792 $4,831 Market Value $494,153 $494,19 1 $418,970 Assessed Value $494,153 $494,190 $418,970 Benefits Information Benefit Type 1 20181 20171 2016 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 8 BLK 6 LOT SIZE 80.000 X 150 OR 10529-1436 0979 6 Generated On: 4/16/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $50,000 Taxable Value 1 $494,153 $494,190 $368,970 School Board Exemption Value $0 $0 $25,000 Taxable Value 1 $494,153 $494,1901 $393,970 City Exemption Value $0 $0 $50,000 Taxable Value 1 $494,153 $494,190 $368,970 Regional Exemption Value $0 $0 $50,000 Taxable Value 1 $494,153 $494,190 $368,970 Sales Information Previous Price O Book- Qualification Description Prev Page 9 03/31/2017 $605,000 30483-1719 Qual by exam of deed 07/27/2016 $75,000 30173-2383 Affiliated parties 06/22/2015 $100 29697-2099 Corrective, tax or QCD; min consideration 04/26/2015 $100 29606-4224 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: ��:.. RECEIVED:•••: .,,,,, L 9 2019 '.... .. BY• RAYMOND NEVILLE / 10610NE10CT !/ MIAMI SHORES, FL 33138 5 4 3 1A 2 BED r1 fmmm�% _ r= BED KITCHEN ws-ab- 16f-- 1301 tk3j-ol-fq--r��2, - P; nim Shcres Village — - A Pr7 C FD BY DATE '0;1I':G PE PT e, 11 lG DPPT 1 t) r.''l 1A%0E WITH ALL FEDERAL i JI) I Y RULF S AND R'=GUI_ATIONS BED GARAGE ,1 . . .... ...... ...... .. ...... .... .... . . ALCO: ' '.... .... ..... ... ..... C .... .... ...... LJ Windows and Doors •' Sales and Service ....:. 888.877.ALCO :""' • WINDOW / DOOR SCHEDULE Owner Name: ,�Qivl rnon Job Address: 10tol WINDOWS/ DOORS MULLIONS # SIZE (W x H) APPROVED PRESSURE Pos / neg REQUIRED PRESSURE pos / neg IMPACT YES / NO PRODUCT APPROVAL NUMBER YES / NO PRODUCT APPROVAL NUMBER I -133/y��53� 0.2 531 Vef db a -133NA953M S-Z .a 53.9 03 153/1 A p53/q 3/gx50q R-0 55 8 ,e5 18- 01160 j U)'3/yx 53/ 0- 53.9 lA 105.25 X 80.5 71.1 / 71.1 40.2 53.8 YES 19092.1 2A 36.75 X 50.25 80 / 80 40.2 / 53.8 YES 20352.1 � N ALCO Windows and Doors Sales and Sarviaa 688.577.2526 9550 NW 12 St Ste-16A Doral, FI 33172 Quote #i •�59�15r•• Phone:786-554-0485 Fax: 000-000-0000 Email: luis@alcoimpact.com Prepared by: Alco Windows And Doors Llc job Name: ray neville(Back of house) Rep: DP Mark 1 Glass Hardware N/A Mark 2 Glass Hardware N/A 6/6/2019 Client Name: Client Address: Ariel Bejerano • 9550 NW 12th St Unit 16A Doral, FL 3;172 • Qty Product Width Height Config. 1 MG-300 LMI 73.75" 25.75" XCI 1 /8 GRAY HS + 0.090 PVB + 1 /8 CLEAR HS m in N T Frame Screen White Yes 90 Days Bluemax No 35 3/4" 73 3/4" _ Sell each _ Sell total $542.69 V542.6q Qty Product Width _ Height Config. Frame Screen 90 Days Biuemax 1 MG-300 LMI 73.75" 25.75" _ xo White Yes No 1 /8 GRAY HS + 0.090 PVB + 1 /8 CLEAR HS 35 3/411 73 3/4" Sell each Sell total $542.69 $542.69 Pressure_ +80/-80 Looking from the outside' Pressure +80/-80 Looking from the outside; Pagel of 4 https:Hmrglassmanufacturing.herokuapp.com/quotesl65965/print?cut_list=false&price=true&simple_detail=false 1/4 ' nrn yiaamnai lujowui n iy 11 9550 NW 12 St Ste-16A Doral, FI 33172 Quote #i 5'• ��Phone:786-554-0485 •••6596► •• ' "'. `• . Fax:000-000-0000 ...... .. ...... A ALCO Email:luis@alcoimpact.com ."". ` Windows and Doors ---- Salw and S-vicu -- •"••. •��• ��•� ••••• • • e8e.577.2526 Prepared by: Alco Windows And Doors Llc Client Name: Ariel Bejerano :":`: • • job Name: ray neville(Back of house) Client Address: 9550 NW 12th St Unit 16A Dora[, FL 33172 • :'"" • •• • • Rep: DP • • • • • •••••• Mark Qty Product Width , Height Config. Frame Screen 90 Days Bluemax Pressure 3 1 MG-300 LMI 73.75" 25.75" X0 White Yes No +80/ -80 Glass 1 /8 GRAY HS + 0.090 PVB + 1 /8 CLEAR HS Looking from the outside rn V) N 35 3/411 73 3/4" Hardware y Sell each Sell total N/A $542.69 $542.69 Mark Qty Product Width Height Config. Frame 90 Days Bluemax 4 1 MG-600 LMI 36,75" 50.25" SINGLE White No Glass 1 /8 GRAY HS + 0.090 PVB + 1 /8 CLEAR HS * Florida approval in progress -t-- 36 3/4" Looking from the outside 'Cr O Lf) < Hardware t 'Sell each NIA _ $767.22 6/6/2019 Sell total $767.22 Page 2 of 4 https:Hmrglassmanufacturing. herokuapp.com/q uotesl65965/print?cut_list--false&price=true&simple_detail=false 2/4 ,w, a1100*lvlal I I clutuIII Ity •••• •••• Client Name: Ariel Bejerano Client Address: • 9550 NW 12th St Unit 16A Doral, FL 33,172 • ;""' Qty Product Width Height Config. 1 MG-300 LMI 110.75" 125.75" XOX[1/3][1/3][1/3] 3/16 GRAY HS + 0.090 PVB + 3/16 CLEAR HS i 8• ALCO Windows and Doors sates anti se"Inu �- 888.877.2528 9550 NW 12 St Ste-16A Doral, FI 33172 s Quote # 5965... Phone: 786-554-0485 • • • • Fax: 000-000-0000 0040400 • Email:luis@alcoimpact.com •••• •••• Prepared by: Alco Windows And Doors Llc Job Name: ray neville(Back of house) Rep: DP Mark 5 Glass m Ln N Frame , Screen 90 Days Bluemax Pressure White Yes No +80/ -80 outside 35 9/16"4 35 9/16" 110 3/4" Hardware Sell each _ Sell total M _ $889.58 6/6/2019 Page 3 of 4 https://mrglassmanufacturing.herokuapp.comlquotesl65965/print?cut list=false&price=true&simple_detail=false 3/4 ivuyiassivianuracturing 4N 9550 NW 12 St Ste-16A Doral, FI 33172 Quote # •••• 59v.�"• ••••;• Phone:786-554-0485 "". •• Fax: 000-000-0000 LCa ' Email:luis@alcoimpact.com Windows and Doors ---� sates and stmli -- • • • • , • • • • • . • 888,877.2528 •••••• • •• ••••• • Prepared by: Alco Windows And Doors Llc Client Name: Ariel Bejerano •••••• • • • • • • Job Name: ray neville(Back of house) Client Address: 9550 NW 12th St Unit 16A Doral, FL 33372 • • :' • • • • • • • • • • Rep: DP • • • •••••• • •• • • •• 0 • •••• Summary System Summary Sell Summary Total Products ! 2 Total: $3,284.85 Horizontal Roller (MG-300) 4 _. Casement (MG-600) 1 Sqft Summary Casement (MG-600) 12.82 sqft Horizontal Roller (MG-300) 59.37 Sqft Total Sqft 72.19 sqft Notes: We are upgrading the software, please go to the NOA to check compliance All rates apply, only line items mentioned are included. Customer agrees to pay all cost/expenses incurred collecting any amount due, including attorney's fees and associated expenses. A $25 charge is added to checks returned and 1.5% monthly interest fee for past due balance. Quote valid for 30 days. THIS QUOTE IS SUBJECT TO FIELD VERIFICATION. Accepted By: 10 6/6/2019 Accepted Date: https://mrglassman ufacturing. herokuapp.com/quotesl65965/print?cut_list=false&price=true&simple_detail=false Page 4 of 4 4/4 MIAMI•QADE MIAMI-DADE COUNTY WMA 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 CE (NOA) www.miamidade.aov/economv ES Windows LLC 3550 NW 49`e Street Miami, FL 33142 SCOPE: er 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. `t_o 41,uA t,o —A I— noun APC;-A +ha Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5000" Outswing Aluminum Casement Window — L. M.1. ...... . . APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum OtttSwi;g C ant Wdw. • L.M.I. " sheets 1 throu h 10 of 10, dated 01/23/08, with revision F dated 10/16/1i,7Ve ar by Al'Faroo4 Corporation, signedan sealed y ava ma , bearing the Miami- a e oun Product Control....: .. . Revision stamp witn Me Motice or Acceptancen , rime County.... Product Control Section. ...... . .. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • *see 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's naie•(W�go BarranquillaJ� •� • ptiAttl''• unless . . ...... otherwise noted herein. .. . .. RENEWAL of this NOA shall be considered after a renewal application has been filed and them 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 distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0129.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. f2111)10 its NOA No. 18-0116.04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 Page I ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15, 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 `B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07 along with marked -up drawings and installation diagram of series 50QQ.outswing aluminum casement window, prepared by Fenestration Testing Laboratory; tic., Test, • • . Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and•03/26/11 OrMpertively, •• both signed and sealed by Marlin D. Brinson, P.E. 0 • 666669 (Submitted under NOA No. 11-0419.01) • • • • • • .... .... . . 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94•.... 0000..... 2) Uniform Static Air Pressure Test, Loading petil}C TAS.�07-94 • • • • • 3) Water Resistance Test, per FBC, TAS 202 g4 " "" • •"' • 00 4) Large Missile Impact Test per FBC, TAS 41-4: � � • � • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 : • • • • • . 6) Forced Entry Test, Type `B" Window, Gra&-f0,:per Fff*2411 3.2.1, TAS 202-94 and per ASTM F 588-04 0090 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No.08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 10/27/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Ma nue , P.E. Product Cont �Eminer NOA No.116.04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 E-1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. 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. 2. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5te Edition (2014), and of no financial interest, dated October 27, 2014, issued by Al-Farooq. Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) .... 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Ferlastration ...... Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Oarles S. Riugd4, P.E. •, (Submitted under NOA No. 08-0204.05) .... .... . . G. OTHERS ' .... .... ..... 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows; ijl�-C, fol tlycit Seri" • • • "S-5000" Outswing Aluminum Casement Window - L.M.I., appr8bed on 1'.M13/12 arid' •: • expiring on 04/03/18. • . . . . ...... C_Mf�_i�� Manuel Perez; P.EL Product Control Ex min r NOA No. 18- .04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 E-2 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision F dated 10/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/27/14 and revised on 09/22/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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 AlheAca, We.. for their •, "Trosifol® Ultraclear, Clear and Color PVB Glass Interlie dated dl•/18/1$,• • • • expiring on 07/08/19. ' • • • • • .... .... . . 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Amerion� *Inc. for their ..... "SentryGlas® (Clear and White) Glass Interlayers" dated t2t•281 7, ekpirilg on • • • • • 07/04/23. •• •• •••• •••"' . . . . ...... F. STATEMENTS • • •' •' 1. Statement letter of conformance, complying with FBC 5th Editioir(•hik), w4h•PBC 6th • • • • Edition (2017), and of no financial interest, dated September 19, 2017, issued ?� VJ- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0120.05, issued to ES Windows, LLC for their Series "5000" Outswing Aluminum Casement Window -L.M.I., approved on 05/14/15 and expiring on 04/03/18. Manuel Pe z, P E. Product Control am' er NOA No. 18 6.04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 E-3 SURFACE APPUED FALSE MUNTINS OPTIONAL .55 / / \ n n > ^[jl I ( \\\ I' 54 _ II II __=-;� 0 I I \ \ \ I1i--�--i I 8 It CAM LOCKS I MULTI F ANT LOCK I� (2) LOCKING POINT'S 'S� N ALL SIZES 3 m zW LOCKING CHART 30. SEE CHART 30 5/8' 30 5/8' D.L. OPC 0I NO. OF D.L. OPC D.L. OPC WOW. HEIGHT KEEPERS 35 7/4' UPiO AT SASH 35 7/8' 35 7/8' VENT WIDTH 26' 2 VENT WIDTH VENT WIDT 37' 3 74' WINDOW 'MOTH 76" 5 WINDOW WIDTH SERIES 5000 SINGLE (%) DOUBLE (M) ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS CHARTS SHOWN ON SHEET 2. TIME Y SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. I HIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 20Y 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 SHCWN 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 a• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• •• • • • •• • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Fl ' v � m A 'F ? n o o 'o u w C) vi U) a O O M N °i g Z o 3: 2 8 0 to 0 .^. ti _a LJMm i THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. es wap:Yinll..�,h L4e I^.! ...:,• i\ S I II .04 ik- DYA 23_ D592 0 MianIDdc Pndutt Ce•r V Q� .=i $ `u A OF��/�� drawing no. v I (� Obi.• \/// p Op wutDow 011[5. 1111'H CAM LOCKS 1/INDOwS WITH YDLTT POINT LOCH GLASS TYPES 4 B, C, D, E. P GLASS TYPH 'A' GId55 TYPES 'B' CLAS9 TYP139 'C', 'D', 'B', 'F' WIDTH HEIGHT FM.(+) 1M.(-) EM.(+) 1M.(-) IXT.(+) iM.(-) EM.(+) 1M.(-) 19-1/e' 28-1/2" 37 42 28• 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 e5.0 85.0 95.0 90.0 90.0 90.0 90.0 19-i/e' 26-1/2' 37' 38-3/8' 85.0 85.0 e3.0 85.0 90.0 90.0 90.0 90.0 &S.0 e5.0 85.0 e5.0 90.0 90.0 90.0 90.0 85.0 85.0 95.0 85.0 90.0 90.0 90.0 90.0 .0 90.0 90.0 90.0 19-1/8" 26-1/2' 37' 42' �-5/8. 85.0 ti5.0 85.0 85.0 9 0 90.0 90.0 90.0 05.0 83.0 85.0 85.0 9 0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 9 0 80.0 90.0 90.0 85.0 83.0 85.0 85.0 9 0 90.0 90.0 90.0 " 26-1/2" 37' 42' �• .0 90.0 90.0 90.0 as.p 85.0 55.0 55.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 B5.0 90.0 90.0 90.0 90.0 - - - - 90.0 90.0 26-1/2' 37' 74-I/4' - - - - - - 90.0 90.0 - - - 90.0 90.0 26-1/2' 76' 78' - - - - 90.0 90.0 - - 85.4 85.4 24' 28' 32' 38' 48" 85.0 B5.0 1i5.0 90.0 90.0 90.0 90.0 85.0 B5.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 90.0 90.0 90.0 90.085.0 85.0 d85. 85.0 90.0 90.0 90.0 90.04z• es.0as.oes.o90.090.09o.D90.02{' 32' 36' 40' 42' �• 85.0 85.0 85.0 90.0 90.0 90.0 90.028' 85.0 85.0 85.0 90.0 90.0 80.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0 85.0 85.0 85.0 83.0 90.0 90.0 90.0 90.0 24' 28• 32' 36' 40' az" 6O. 85.0 e5.0 85.0 85.0 90.0 90.0 90.0 90.0 e3.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 e5.0 85.0 85.0 90.0 90.0 90.0 90.0 83.0 83.0 85.0 85.0 90.0 90.0 90.0 90.0 - - - - - - 90.0 90.0 - - - - - - 90.0 90.0 24' 28• 32' 36' 66' 85.0 85.0 85.0 55.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 e5.0 90.0 90.0 90.0 90.0 85.0 85.0 83.0 85.0 90.0 90.0 90.0 90.0 - - - - - - 90.0 90.0 90.0 90.0 24' �• 32' 36' 72' - - - - - 90.0 90.0 90.0 90.0 - - - 90.0 90.0 - - - 90,p 90.0 24' 28' 12• 76" 90.0 90.0 90.0 90.0 - - - 9o.a 90.0 85.4 8.5.4 DESIGN LOAD CAPACITY - PSP FOR (XY) SIZES wDYDOw OOfS. WITH CAN LOCKS wD1DOw9 WITH HOLTI POINT IACH CLA33 TYPES A, D. C, D, B, P CLASS TYPE A. GLASS TYPES 'B' CL133 TYPES 'C' 'D' 'E' 'P' WIDTH MF]CM DCf.(+) iM.(-) FM.(+) 1M.(-)+) iM.(-) IXT.(+) 1M.(-) 37" SJ-1/8' 28, 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 95.0 85.0 8.6.0 90.0 90.0 90.0 90.0 17' �-1/8. 74' 84' 78-3/8' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 e3'0 e5.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 1L5.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 53-1/8' 74• B4' 50-5/B' BS.O 83A 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 9p.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 53-1/8' 74' 84' �• 85.0 85.0 85.0 85.0 90.0 90.0 90.D 79.6 79.6 79.6 79.8 79.6 79.8 79.6 61.4 61.4 61.{ 61.4 61.4 61.4 61.4 - - - - - 56.5 J7' 53-i/B' 74'38.0 7t-1/4' - - - - - 66.6 F47.6 - - - - - 47.6 J7•620 53-1/8• 74• 76• - - - - - 44.3 44.J - - - - 33.4 33.4 48' 56" 64' 72' 80" 84' ae' 85.0 85.0 85.0 &5.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 83.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 83.0 85.0 90.0 90.0 90.0 90.0 85.0 &5.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 1i5.0 85.0 85.0 90.0 90.0 90.0 90.0 4B' Sfi' 64' 72' 80' 84' S4' 85.0 &5.0 85.0 85.0 90.0 90.0 90.0 90.p 85.0 &5.0 85.0 e5.0 90.0 90.0 90.0 90.0 85.0 85.0 8,5.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 &5.0 85.0 90.0 90.0 90.0 90.0 &5.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 M. 56' 64' 72• 80' B4• 60' B5.0 85.0 B5.0 85.0 90.0 90.0 90.0 90.0 a5.0 B5.0 B5.0 85.0 88.9 88.9 ti8.9 88.9 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 7J.5 77.5 7}.5 73.5 73.5 73.5 73.5 73.5 - - - - - - 68.7 68.7 - - - - - - B6.B Bfi.B 48" 56' 84' 72' 80' 66" 75.2 75.2 75.2 75.2 75.2 75.2 75.2 75.2 65.7 63.7 65.7 65.7 65.7 65.7 65.7 65.7 58.9 58.9 Se.9 58.9 58.9 58.9 58.9 58.9 - - - - - - 53.8 33.8 - - - - - - 49.9 49.9 84' 72' 72' • 57.4 57.4 • •� . -• • - • •- 44.6 44.6 - - t0.6 40.6 56' 64 n• 78' - - - - a2.J a2.3 37.B - - x.l x.l �v N w Q J 3 Z lii 2q la a o°�° 0 gat o�H'm ci O is � 060Q 8 O m N O a �ZNLL� U) A Z 9 a W QwmEr O 3 h h o n 3 z o w ^ V J� NN�n o ��Mj m Z3� ° g Nom3 Q N W M i r O c0u$o N NOTE: • g a GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 0 • = 'I' DECLARATORY STATEMENT DCA05-DEC-219 0 R o'8 �.� _ o • 0. c PRGDUCT REVISED as-plyi a i,h the Florida `� p'J M"...., .. ? Hwld:nH Code �.'• V SF '•, ^ i 4 A -Plato: No • o(lQ7. 4. E. k t;- Dmc Z! _� 2 - • • • • • • • • s • Prodon • • • • • • • • • • • drawing no. ��7��f1lAl\\\�� sheet 2 of10 DESIGN LOAD CAPACITY - PSF FOR (%) SIZES • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 1/8' HEAT STREN'D GLASS 090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 1 I r1/8' HEAT STREN'0 GLASS SILICONE FDOW CORNING 795/983 GLASS TYPE 'A' HEAT STREWD GLASS 090' Interlcyer Trosifol PVB By 'kuraray America, Inc.' 1/8' HEAT STREN'D GLASS SILICONE DOW CORNING 795/983 i I II \ N GLASS TYPE V 0 1/8' HEAT STREWO GLASS By 'Kuroray America, Inc.' r1/8' HEAT STREN'D GLASS ISILICONE FDOW CORNING 795/983 GLASS TYPE 'B' 5/32' HEAT STREN'D GLASS .090' InteHayer jBy1/8- tryGlas 'Kuraray America, Inc.' HEAT STREN'D GLASS SILICONE DOW CORNING 795/983 z� en vnuc;NING 795 ALT. GLAZING OPTION THESE GLAZING STOP CAN BE USED WITH GLASS TYPES 'A', 'B', 'C' & V. i i ii S AT 1/4 POINTS ON LITES WIDER THAN 36' SETTING BLOCKS AT LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 5/32' HEAT STREN'D GLASS OR 5/32' TEMP. GLASS 1/4' AIR SPACE 1/8" HEAT STREN'D. GLASS .090' Interlayer SentryGlas By 'Kuraray America, Inc.' 1 S/32- HEAT GNGLASS SIUCONE rCORNING 795/983 I I II II II I I II I 'I AT 1/4 POINTS ALL SIZES GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE 'F' SETTING BLOCKS AT INSUL LAM. GLASS • • • • • • • • • • • • NOTCH GLAZING BEAD LEG • • • • • • • • • TO CLEAR BLOCKS 5/32' HEAT STREN'D GLASS OR 5/32' TEMP. GLASS 1/4' AIR SPACE 1/8' HEAT STREN'D. GLASS 090' Interlayer Trosifol PVB By 'kuraroy America, Inc.' 5/32" HEAT STREN'D GLASS SILICONE DOW CORNING 795/983 i I z n s 0 xK W m Z �� 3 q Qa S^i �. 00,l O 0 W N N U dot 0 G 'm ciGWm 0 IL a 0�� 0 mJ QW7li�^ LL 2m— e� JzwI2; Q W al% f GLAZING OPTJONS • • • • • • • • d o U a W • • • • • • • • • PPRODUCTREVISFD `\`t11111111///yy'' •• ••• •• • • • •• C.d. NOTE: 1/4" IR SPA ON I N. OF B'"M1°BCode )P� uG sic'• •s AccelHmm No -D �6.0 g TO QUALIFY FOR SMALL MISSILE IMPACT RATING SPACER: ExPini Dere = EXTERIOR PLY OF GLASS TYPES F� •&•'F �ITST BE•YEt�E0• 'HEUMAROL# i LOW PROFILE ALUMINUM SPACER eyah BY 'LI It GMBH' • • • • • • • a Miami as Proiucr _ = o° • • • • • • • • •AROly1 T RIMETER OF THE GLASS. �` a ° • • • • 000 • • PEIRIMETER•SEAILANT, % (y; drowing no. SILIt• • DOW CORNING 791 �,_� i L� Gam. W08-08 GE 200'',ss1®1111101 ` sheet 3 of 10 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS SPACING TYPICAL SEE ELEV. FOR TYPICAL SEE ELEV. FOR MWAI—OADE COUNTY APPROVED MULLION h MULLION ANCHORS EDGE SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY MUST SUSTAIN LOADS IMPOSED BY GLAZING S AND TRANSFER THEM TO THE BUILDING STRUC TERLOCK TYPICAL ANCHORS: SEE ELEV. FOR SPACING TOWS 1/4 DIX ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) \ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 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) 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) 1-3/4" MIN. EMBED INTO CONC. (FOR MULLION CLIPS ONLY) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 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 = 2-1/2" MIN. INTO CONCRETE = 1-1/2" MIN. (INTERIOR ANCHORS AT MULL CLIP) INTO WOOD STRUCTURE = 11/16" MIN. INTO METAL STRUCTURE = 11/16" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.5-5 MIN. a • CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. / C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. •• • T';CCp,IT�� N,ICHO • • SEE `Y'• �R1P.1GNG ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • at cotnph'tng mitt the Florida `♦ ii Building Code �DI�•QQ— )� VOEN$F A—pt ;un pint; Date ' By Miami Product T OF 2 / �� for.• G\ %lov Z qn 0� ;g�g f i L F �:OpV c U IL Mai 0 tR 3 0aoo 0`TIn �u�Z 0 p Z o l O .: Z W g J 'ItW T f N m �o 0 n �w � N a);; N Z3-e 3z'�h vi t0 i W M � crowing no. W08-08 3/16- MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL FOI O EXTERIOR D.L OPG. SINGLE VENT WINDOWS V.V " W m 1/4- MAX. O 54 o SHIM m 9 Z n 3 ter 5b 0_ 1F.. • M'GOD BUCKS 55 Z 46 60 59 t f 2 CAM O O s. Ly 0 U ). I. t/4- 0IL0M Q <ei TYPICA SEE ELEV. L ANCHORS w 0 0 Z ¢ o C g N 5 50 4 v FOR SPACING w 4 LL Z 7 I 0 1 aW�f� MULTI POINT LOCK OPTION CAM LOCKS OPTION O 1/4- SHIM �� DUAL VENT -tINDOWS • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• •• ••• •• • • • •• • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NCHORS FOR SPACING CTREVIS PRODUm No es cetnpty.ng with the Florid, \�� •••• �,'� n •t _ Suildieg Code (8.011(o•o�i- . fie'••'. GENSF "'GVV o Acceptance E tioo Date _ 0592 \ M®ni mi Prodant — TE OF�drawing no. 2 ; ,,s� ORIOf�.•�G\�� W08-08 G '��rrrrr�A`L�t��` sheet 5 of10 TYPICAL SEE ELEVS. FOR 2EDGE DI! ALT. ALT. S 3 " FYPCAL NCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE i MWAI—DARE COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING L/4* MAX. SHIMS Q sl l /4' 0 n • • • • • • • TYPICAL ALJCS • • • • SEC E•LEV.•FO �HQRSPAC IIEL• ALT. •• • •• • • • • • • • • • • • • • • • • • • • •• • • • . • • . INSTALLATION INSTALLATION DETAILS WITH FLUSH FREE APTERFLUSH FREE AFTER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED m --plyi-9 wilh t1• Florid• Building Code Accepts 4o E pirnliao Dot B'! Miami ede ptodtxt _C2?� 1 ►D AP��,1��'�. m juGEN,gF'•.• n a i a o a s cc STATE OF•((/�� drawing no. !2oaio�,•�C��, W08-08 2. FRAME VENT IMPOST 1.030 125 1.844 .188 .194 IMPOST STIFFENER O SNUBBER r.}29 .80� .050 GLAZING STOP (LAM. GLASS) .1351 r �I 803 .050 �1.083 10 GLAZING STOP (INSUL. LAM. GLASS) T— FA 'j�+;, FA47 L —1j -.328 .80362 .543�� .250--.3— 10C GLAZING STOP (LAM. GLASS) GLAZING WEDGE '{ 1.000 1.000 .338—I 125 .125 3.000 3.000 L338: 1 X 3 1 X 3 23 CUSTOM MULLION 23A STD. MULLION 1.888 , { 00 I�-► .500 (lCT!—T1CT11I 725 I�-F�2.083�--I� 53 FLUSH FRAME ADAPTER •• •• • • • • • •• • •• • • • • • • •• • • •• • •• ••Cy O& • A • d. MAEP.xRcipcOeeOpaa_UwCentefOhRmioEcVScU 1 af-My'-+with the Flotis 2Typ.Bldug Code .12s l O e._ E• • • • • • • • • • • • MULLION CUP ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z �n q W � n v °>n () IL I 0.3 Z tll y L6 W 0 � 0 LL Z 8 f _ {A Q W 0 f Pr t'F02S1F �!(/�� drawing no. 08 ITEM PART ! QUANTITY DESCRIPTION MATERIAL MAN►./SUPPISBR/RA[ARBS 1 ES5001 1 FRAME HEAD 6063-T6 - 2 ES5001 1 FRAME SILL 6063-T6 - 3 ES5001 1/ VENT FRAME JAMB -HINGE SIOE 6063-T6 - 4 ES5001 1/ VENT FRAME JAMB -LATCH SIDE 6063-T6 - 5 ES5002 1/ VENT VENT TOP RAIL 6063-T6 - 6 ES5002 1/ VENT VENT BOTTOM RAIL 6063-T6 - 7 ES5002 1/ VENT VENT SIDE RAIL -HINGE SIDE 6063-T6 - 8 ES5002 1/ VENT VENT SIDE RAIL -LATCH SIDE 6063-TS - 9 ES5OD4 2/ VENT SNUBBERS, 2-1/2' LONG 6063-TB - 10A ES1103 AS REGD. GLAZING BEAD (LAM. GLASS) 6063-T5 - 108 - AS REGD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T5 - 10CNESE005 AS REGD. GLAZING BEM (LAM. GLASS) 6063-TS - 11 AS REGD. GLAZING GASKET EPDM DUROMETER 80 SHORE 'A' 11AAS REGD. GLAZING WEDGE SOFT PVC DUROMETER t65 SHORE 'A' 12AS REGD. FRAME do VENT ASSEMBLY SCREWS - #10 X 1-1/2' PH SMS 132/ SNUBBER SNUBBER INSTALLATION SCREWS - !6 X 1/2' PH SMS 14AS REGD. OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB) - DUROMETER 65 SHORE 'A' 15AS REGD. INNER WEATHERSTRIPPING EPDM DUROMETER 60 SHORE 'A' 16 PJS40-SS AS REGD. CORNER LOCK ST. STEEL SULLIVAN k ASSOCIATES 17 301SS 2/ VENT 4 BAR HINGES -HEAVY DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - 110 X 1/2' PH SMS IBA - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - 110 X 1/2' PH SMS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2' FROM ENDS) - TRUTH HARDWARE 19A NOVA 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2' FROM ENDS) - INTERLOCK 20 - 4/ OPER. OPERATOR MOUNTING SCREWS - 110-24 X 3/8' PH SMS 20A - 8/ OPER. OPERATOR MOUNTING SCREWS - #6 X 1/2' FH SMS 21 30175 1/ OPER. 13-3/4' LONG TRUCK ST. STEEL TRUTH HARDWARE 21A - 1/ OPER. OPERATOR TRACK ST. STEEL INTERLOCK 22 - 2/ TRACK TRACK MOUNTING SCREWS - 110 X 3/8' PH SS SMS 22A - 3/ TRACK TRACK MOUNTING SCREWS - 18 X 1/2' FH SMS 23 - AS RE00. lX3 CUSTOM MULLION 6063-T6 - 23A - AS REGD. 1X3 STANDARD MULLION 6063-T6 - 24 - AS REGD. MULLION CUP 6063-T6 - 25 27-372 2/ LITE SETTING BLOCK, 7/16' X 3/16' X 3-1/2' LONG EPDM AT 6' FROM EACH ENO, DURCMETER 75t5 SHORE A 25A - 2/ LITE SETTING BLOCK, 5/16' X 5/8' X 4' LONG EPDM AT 6' FROM EACH END, DUROMETER 75t5 SHORE A 26 - B/ LITE TAPE SPACER (1/4' X 1/27 FOAM AT 6' FROM GLASS ENDS 30 - OPTIONAL 5/16' BOX SCREEN - - 33 ES5009 2/ VENT MITI SAG SKATE, 2' LONG NYLON/CELCON M&M PLASTICS 34 - 2/ SKATE SKATE MOUNTING SCREWS - !6 x 1/2' PHSMS 36 ES5003 1 IMPOST 6063-T6 37 ES5010 AS ROD. IMPOST STIFFENER 6063-T6 45 CLO1-0500 - MULTI -POINT LOCK MECHANISM INTERLOCK 46 - - LOCK FASTENER PLATE 47 - 2/ LOCK LOCK FASTENER SCREWS THREAD FORMING 48 CLO1-2250-XXX - SNAP ON COVER - • • • • • • • • • • 49 CLO1-1050-XXX - SNAP ON HANDLE - • • • • • • • • • 50 - - GUIDE (ACETAL) - • • • • • • • • 51 - - KEEPER (ACETAL) - • • • • • • • • 52 - - LOCK BAR (304 ST/ST) - 53 ES-5017 AS REQO. FLUSH FRAME ADAPTER 6063-TS OPTIONAL 54 - 1/ VENT LOCKING HANDLE - SULLIVAN do ASSOC. 55 - 2/ VENT LOCKING CAM (AT 11-1/2' @ 50-1/2' FROM BOTTOM) - SULPI&N R RAOC. • • • • 56 - 2/ LOCK LOCK MOUNTING SCREWS - 4-02 x 1/ PH MS • • • • • 57 ES5013 1/VENT LOCK HANDLE/CAM CONNECTOR - 4' * 1/2'ALUM�BAIr • • • • • 58 ES5011 2/ BAR CONNECTOR SCREWS - CUg0. • • • • • • 59 CS-20OK-SS 2/ VENT KEEPERS (AT 12' h 51' FROM BOTTOM) ST STEEL SULLIVAN k ASSOC. 60 - 1 2/ KEEPER KEEPER MOUNTING SCREWS - I E10 X 3/8' PH SMS SEALANTS: • ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. • PRODUCT REYISFD t• c plyug1 with the Fbrl� `� Building Cale Aeccptunce l0 '0114• 4 Expiraliat Dart • • BY • • btietn Dade Product • • ' 0 • � rT7 r -) iR ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �7;,y��q,�'\ EN�'•.'C7'' ITE OF drawing no. W08-08 16 V �� m Z q O q Za m 3 2 Q 0 a Q O{({0y11 a U C OGyn vo.� O&m8 Qaco� Jamf„ I I g J Q 1Wu W QI F F 0 � a] n II 3 g °0 U � J W 16 co w 2 N N � a � 16 / N o p a M m / Z3-� FRAME CORNER o L / M � 0 �IS in 9 P c O V ¢ 1z "=a�-Ngm eon 12 • • • • • • • • • • • • • • • PRODUCTREVISED as plying with the ilmida cwnply Building code !8•a llb.OL. �• ��... Acceptance r:o CEN,�'•. o Expiration D— t' IMPOST CORNER • • • Vo • • • • • • bti CadePtvdacl •[(� • • • • • • • VENT CORNER • • • • •• • • • O STATE OF _� �^ ; ',S' • 2oraor••''��: drawing no. W08-08 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION IAAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF WINDOW DIMS. 1E3 M.MOLL 1E3 CUSTOM MULL WINDOW DIMS. 183 STD. MULL 1E3 CUSTOM MULL WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2' 37" 42' 45' 48" 53-1/8' 62' S8' 90.0 90.0 30' 36' 42" 48' 54" 60" 62' S4' 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 26-1/2' 37' 42" 45' 48" 53-1/8" 62' 63' 90.0 90.0 30' 36' 42' 48' 54" 60' 62' 60" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 26-1/2' 37' 42" 45' 48' 53-1/B' 74-1/4" 90.0 90.0 W. 36' 42' 48' 54' 59' 66' 90.0 90.0 90.0 90.0 90.0 90.0 83.3 90.0 90.0 90.0 79.4 90.0 90.0 90.0 76.1 90.0 90.0 90.0 71.7 90.0 90.0 90.0 26-1/2' 37' 42" 45' 48'1 51 76" 90.0 90.0 30' 36' 42' 48' 54" 72' 90.0 90.0 B5.0 90.0 90.0 90.0 77.2 90.0 90.0 90.0 73.5 90.0 84.5 90.0 70.4 88.3 79.2 90.0 67.8 85.0 30' 36' 42" 48" 51' 76' 90.0 90.0 86.9 1 90.0 77.2 90.0 70.4 -3 67.8 85.0 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NOA. 4. LOWER VALUES FROM STEPS 1. 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. CLIPPED MULLIONS TYPICAL ANCHOR 4 PER CD SEE SHEET FOR DESCRIPTION 2 3/4' S 4 4.VI om; 2Z �. Ip00 ^Ipp s I7 W2 I wi I --= W2 W1 I 0 c,1 y l7 0 ur t7 L0 0< Z•i 1 i 1 �--------- 1 U 1 % .i N 11 n . II W a Z"LL 8 aW�fI \ 1 1 1 A N •J.� n ��v W2i-- N _ -W2 W, I I IP W2 W, I 3 z TYPICAL ELEVATIONS v� c3 J w SIDE BY SIDE WINDOWS 0_ SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS cr 1/2' m 0 - 30,'nn ox WIDTH (W) = Wl W2 o Z n m �oc2Nxx ZZ 2 3J u 3 z `- LO LO Q N WI r �I SERIES 50DO O 23 CASEMENT WINDOW Sr" S 5 E 100 • • • • 111111111/„/ 0 • • • • • PRODUCT V5 u -PI)ir FIoABA �P.• "90 ;� '1 0_ Bei)c log co".c c o A plonc N. '0 • • Expilstion Duke sat n • • • • _ _ a` c • • • • • By ` • • • • • • • • • Eii,TERIOR • Nlia AUeProdOcl �� o • • • • • • • • • • • % O •' ATE OF �; drawing no. WWDOW WWTH • WINDOW dflV* • GRID►•.•'• \�� ' ...... c��.� W08-08 CASEMENT TO FIXED MULLION •'- 2 //NII I1111111� sheet 10 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t �t w ii � BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map ( Links Search b a Product Approval pr USER: Public User r Product Approval Menu > Product or Application Search > epoiication List > Application Detail TFL # pplication Type ode Version pplication Status Archived Product Manufacturer Address/Phone/Email Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL20359-112 Revision 2017 Approved Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com • •••• •••••• Ulises Senaris • • • • ullses@mrglasswindows.com " ' "' •••••• •• •••••• • •••• •••• • • • • • • •••• •••• ••••• • •••••• • •• ••••• •• •• •••• •••••• • Category Windows • Subcategory Horizontal Slider 000 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Contract Expiration Date 08/27/2025 ✓' Validation Checklist - Hardcopy Received Certificate of Independence FL20359 R2 COI SS -Series MG-300 Alum Horizontal Sliding W' w(LMI- SMI)-CI 2017.Rdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 01/15/2018 01/16/2018 01/21/2018 04/10/2018 FL # Model, Number or Name Description 20359.1 Series MG-300 Aluminum Horizontal Large missile impact resistant aluminum horizontal sliding Sliding Window window. Limlts of Use Installation Instructions Approved for use in HVHZ: Yes FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding Window ()Uj)-2017 DWG W16-26.pI f Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-26 for span vs. load Evaluation Reports combination and installation details. FL20359 R2 AE SS -Series MG-300 Alum Horizontal Sliding, W' w (LMyl) -PAE 2017.pJif Created by Independent Third Party: Yes 20359.2 Series MG-300 Aluminum Horizontal Small missile impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20359 R2 II SS -Series MG-300 Alum Hoti'MtRijI Sliding Window(5M)-2017 DWG 016-28•p!df • + • • • • • • • Verified By: Javad Ahmad Pls,1'70592 • Created by Independent Third Party: Yes • • Evaluation Reports � 0 o' *a.:: Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140 Other: See attached drawing W 16-28 for span vs. load combination and Installation details. FL20359 R2 AE SS -Series IM60300 Alum Horimntal Sliding Window (�1) -PAE 2017.W• • • • sees • • • • • Created by Independent TRi.AParty: Yes • 00 • 400000 •••••• • •• ••••• Bock Ne�ct •• •• •••• •••••• • • • • • •••••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-f924 • •• • • • •••••• The State of Florida Is an AA/EEO employer. QpyjIght 2007-2013 State of Florida.:: Privacy Statement :: statement :: efun%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, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls 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: Imm ® Rig .;rec1 Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #611320-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: SERIES MG-300ALUMINUM HORIZONTAL SLIDING WINDOW Maximum Width: 126"(XOX) 96"(XO) Maximum Frame Height: 74" Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W16-26 FL 20359 p&te: 01/08/2018 • �xltements. • • The above maximum parameters do not occur simultaneously. .�.. ..�„ See installation drawings for combination of span vs loads. •..•.` `....' Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS4" TESTS DESCRIPTION*x 1 TEST LOCATION TEST REPO TEST T� P. - DATE - REPO V ,.., Sealed by e:.. ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-885U' Idalmis Crto%E. Leakage Laboratory, Inc. "" ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST':; ;y DESCRIPTION TEST LOCATION °; TEST REPORT TEST +> H 11 Test a DATE REPORT #" Seii by FBC 1626.2 Large Missile Fenestration 03/29/2016 FTL-8856 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Testing Laboratory, 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: OF�� Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 Sealed: 1/12/2018 AI , 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfar000@afcens.com M.IN AL-FAROOQ CORPORATION asCONSULTING ENGINEERS & PRODUCT DEVELOPMENT January 12, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. .... Series MG-300 Aluminum Horizontal Sliding Window (L.M.I. and S.M;I.) ••• •••••• Certificate of Independence •��••� "'.•� ••••�• ••��• Dear Sirs, .... .... :•"': .... .... ..... design by As the engineer retained Mr. Glass Doors & Windows, Inc. on the�pr"ct referenced above, I do hereby declare that I do not have and will not have any finamcial•interesAm ny .....' ••+•;• company manufacturing or distributing the above referenced product, nor do' 1%ave or will'have . . . . financial interest involved in the the '. ...... any with any other entity approval process of projW... . Sincerely, No 70592 JY• � _ �9'• ST Sealed: 1 /12/2018 ss • c 4 „/ONA� Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcena.com I alfar000@afcens.com 74' (2) ADDL.ANCHORS SEE CHART WINDOW WIDTH ON SHEET 4 (4) ANCHORS TYP. 8' MAX. AT MTG. STILE ENDS 4' O.C. HEAD/SILL A 6 - -_�AT CORNERS ,A 7 J I. 11 I I 7 G. O d II u I u D I II II I II II I N I I H I I I II II 6 I tl I� 32 3/8' D.L. OPG. D. L. OPG. 37 3/16' 'ENT WIDTH 89 3/4- WINDOW WIDTH (4) ANCHORS AT MTG. STILE AT 4' O.C. n S M O 32 3/8' D.L OP, . 37 3/16- 48 1/8' D. L. OPG. 96' �Y WINDOW WIDTH FALSE MUNTINS (SURFACE APPLIED) (2) ADDL ANCHORS ONE CHART EET 4 (4) ANCHORS Z q n C F MAY BE USED 6' MAX HEAD/SILL A J' AT MI STILE ENDS JJJJ' AT 4' O.C. FALSE MUNTINS F W Q 4 2 CORNERS g --- --� (SURFACE APPLIED) CI AI/ ITT MAY BE USED CI O N LNVn 7 CF II II I *===yt===x 0O? W H 0-- t G D II II it E Q Q - �g{ 0 -GH no / ii ii i%ii m� LL?VI0 m o J aWm II II it II � I II II II _ IL 6 Z N p O 3 p m� Z 3 n 43 3/8- - 43 3/8- Z D.L. OPG. D. L. OPG. ' c0i w LL 48 3 16' N �It� Y M m TESTED UNITS VENT WIDTH = O n m THESE WINDOWS ARE RATED FOR LARGE & SMAL SERIES MG-300 L MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. � N 3 r ALUMINUM HORIZONTAL SLIDING WINDOW o cD n CHARTS SHOWN ON SHEETS 4 & 5. I w J APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 7 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). as' ul IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE i m DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS $d TO THE BUILDING STRUCTURE. - _ m ' ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHAL! 93E EEMIND WALL• DRESSING QR AUCCCP • A LOAD DUI;.TION INI S"ED•IN MESIQN Ci AMCHORS INTO WOOD ONLY. ALL SHIMS TO•BE MCI? It(PA:T, JON EjLI f4 NOT? JOMPRESSIBLE. MATERIALS IMCMJDINGb" NOTA_WTTED WO STiEL/METAl46CREWS, 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 p INFORMATION FOR A SITE $E ECI C PNCaTHiS YRODI �IJD SEALINI-I SAFETY OF Gf1R�1RD•OPEN ADEQUACY FOR OF SiR TUR RE ■ WATER I Fj�TRATIO RESISTAN ETC. ul¢ CONDITI �S' OT 5 OWN JJ��!! IS4 RA NC• F�TO Bj%A�ZEQ SEPARATELY, AND TO E �EVIE7� BYBU�DIN 0 ICI . • • • MANUFACTURER'S LABEL SHALL SE LOCAII ON A •R"LY VINIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT RASED ON THIS PRODUCT EVALUATION cl C PROVIDED HE/SHE DOES NOT DEVWTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. O p C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.A.) U a FOR THE PROJECF AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWING? FOR REVIEW. - D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF C u m THE PROFESSIONAL FNCINEER OF RECORD THAT PREPARED R. p FL #20359 �g< O 1111111 /TT�/ ``L )�''•VCENS�c'•. � o No.70694 Q•' drawings no. W16-26 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 111 7/8' WINDOW WIDTH m N 1 (4) ANCHORS 1O 6" AT MTG. STILE ENDS Z n ; HEAD/SILL A - �AT 4' O.C. FALSE NUNTINS CORNERS 6 ,-- _/// -- (SURFACE APPLIED) 0 MAY BE USED Z a 7 3 a 0 OJ OOV q 7 7 0 to .nl 7 o m m U 0 0 �' O< C W eg x 0 to O O CJ � 3 Z � ` I \ 3 0 32 3/8' 32 3/8' 32 3/8' a 3 - - � 3z O ~ ¢ O n D.L. OPG. D.L. OPG. D.L. OPG. in 'v i 37 3/16' 37 3/16' VENT WIDTH VENT WIDTH w ss 10 72 O In M m 127 5/8' = O Y n m O m o m V) ozn MUNTINS CE APPLIED) I ai N w USED V ap O O u N r C N .N • • • • • • • O c • • • • • • `111111111//T�� P•'•VGENSF I � � � � I N No.70592 - a • • • = i7 :r = .. k • • • • • %® ••. 8 drawing no. VENT WIDTH VENT WIDTH •• • TYPII;AL• ELATION$ ' i S ••"'••• �n ` W 1 6-26 TESTED UNITS FL #20359 �'��is��A1111�``� sneet 2 or10 J 7 7 I I I 11 II �I n I I I u h u h 6 m a WINDOW WIDTH 6' MAX. (4) ANCHORS HEAD/SILL A�AT AT MTG. STILE ENDS 4' O.C. FALSE CORNERS 6 .- ---, �� (SURFA MAY BE G .I li II II II II II II W V II II is S � m � II II II II m I I It 11 II II • II II ••• • • • I II II • II II • g 'I I' • • 32 3/8' 48 1/8' 32 3/8• D.L. OPG. D.L. OPG. D.L. OP • • (a� 37 3/16' 37 3/1� • • • • • • • • • • • • • • • Sealed: 1/12J2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' 1/8- HEAT STREN'D. GLASS SILICONE m Dow 79s z N � g 22 0 W 10 W AT 1/4 POINTS ON LffES 29 WIDER THAN 36" ONLY GLASS TYPE 'A' 5/16' OVERALL LAM. GLASS 1/8' TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN•D. GLASS .090' InteAayer Trosifol PVB By 'Kuraray America, Inc.' 1/8- HEAT STREN•O. GLASS w SILICONE m DOW 795 i_ i N I O D K AT 1/4 POINTS 29 ALL SIZES GLASS TYPE 'Al' 11/16- OVERALL INSUL. LAM. CLASS -- 3/16" HEAT STREN'D. GLASS .090" Intarloyer Trosifol PVB By 'Kuraray America, Inc.' 3/16- HEAT STREN'D. GLASS SILICONE m DOW 795 i � � W w AT 1/4 POINTS ON LRES 29 WIDER THAN 36' ONLY GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS -1/8" TEMP. CLASS 1/4' AIR SPACE 3/16" HEAT STREN'D. CUSS .090' Interayer Trosifol PVB By 'Kuraray America, Inc.' 3/16- HEAT STREN•D. GLASS 3/16' HEAT STREN'D. GLASS .0'3 InteAayer jSent�ryGlo.y America, Inc.' HEAT STREN-D. GLASS SILICONE DOW 795 i > i 0 \T� � W � AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'C' 7/16' OVERALL LAM. GLASS -1/8" TEMP. GLASS 1/4' AIR SPACE 3/16' HEAT STREN'O. GLASS .090" Interayer SentryGlas By 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS w SILICONE w SILICONE m DOW 795 m DOW 795 = 3 N g 22 = 3 V 22 I I I II II j; 1 z G ¢ 0 w 29 AT 1/4 POINTS W 29 AT 1/4 POINTS ALL SIZES ALL SIZES GLASS TYPE 'BI' GLASS TYPE 'Cl - 7/8" OVERALL INSUL LAM. GLASS - - - 7/8' OVERALL INSUL. LAM. GLASS - - GLAZING OPTIONS • • 000 • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• 1/4" AIR SPACE CONSSTING OF: 'DURASEAL' EDGE SEAL-1 SYSTEM BY 'OUANEX' • • • • • • • • • • 000 • • • • • •• • •• • • • • • . . . . . . . . . . . . . . .. . . . . . . . 41, 3 Oz ;9 < Oi a Ip 00�y`p V N 0 M C1 c at � paco� e eg0=a n Qw�u ILi�_ffi oof Om QwmFw Z m � Z N J — m 1 O ca O Y # O n ca Z R Z 3 ,. 0 As N V) 0 0 Sarnm a0 M V, Z� p C:Ja� H C� �NLa J co M m I • � No.70592 _ ��0 ' A OF �` drawing no. ION FL #20359 ''rsZONAV11� �� sheet 3 of 10 • • • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' k 'Al' CLASS TYPES GLASS TYP89 'B' k 'Bl' 'C' 4: 'Cl' WI DR. + INT. - EXT. + INT.(- ) El(T.(+) INT.(- 26-1/2' 37' 53-1/8' 63' 74' 84' " 26" 80.0 80.0 80.0 80'7�1 90.0 140.0 80.0 00.0 80.0 80.0 90.0 140.0 S0.0 80.0 50.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 50.0 $0.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 00.0 J@e 80.0 90.0 140.0 26-1/2' 37' 53-1/8' 63" 74' 84' 96' 38-3/8' 80.0 80.0 80.0 90.0 140.0 $0.0 50.0 50.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 50.0 80.0 90.0 140.0 80.0 80.0 50.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 1 80.0 1 80.0 90.0 140.0 -90.0 37' 53-1/8' 63" 74' 84" 50-5/8" 140.0 50.0 50.0 80.0 90.0 140.0 80.0 S0.0 80.0 90.0 140.0 FU 80.0 80.0 80.0 90.0 140.0 80.0 80.0 S0.0 90.0 140.6 80.0 50.0 8 ..0 90.0 138.7 37" 53-1/8' 63' 74" 84" 96' 63' 80.0 80.0 80.0 1 80.0 1 90.0 140.0 80.0 50.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 60.0 80.0 80.0 90.0 126.5 80.0 80.0 80.0 80.0 90.0 111.5 - - - - 90.0 97.5 26-1/2' 37" 53-1/8" 63' 74' 74' - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - 84' 96" 50-5/8' - 90.0 140.0 In yl 7N - - - - 90.0 140.0 74" 84' 96' 63, - - - - 90.0 140.0 csi ti < - - - - 90.0 132.7 - - - - 90.0 ' 125.0 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' 8 'Al' GLASS TYPES 'B. k 'HI' GLASS TYPES T. h 'CL' WIDTH HEIGHT EXT.(+) INT.(-) EXf.(+) INi.(-) EXT.(+) INT.(-) 24' 36' 48' 60" 72' 84" 96" 24" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 $0.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 50.0 90.0 140.0 24' 36" 48' 60, 72" 84" 96, 36" 80.0 80.0 80.0 50.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 50.0 80.0 80.0 50.0 90.0 140.0 80.0 80.0 80.0 50.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 S0.0 90.0 140.0 - - 80.0 80.0 1 90.0 1 140.0 24" 36' 48" 60' 72" 84" 96" 48" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 50.0 80.0 80.0 90.0 140.0 80.0 80.0 SOX 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 128.0 24' 36' 48' 60, 72" 84' 96' 60' 80.0 80.0 80.0 80.0 90.0 140.0 80.0 50.0 80.0 50.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 50.0 80.0 80.0 90.0 140.0 80.0 50.0 80.D 80.0 90.0 136.5 80.0 80.0 80.0 80.0 90.0 117.0 - - - - 90.0 102.4 24" 38' 48' 80' 72' 72' - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) GLASS TYPES GLASS TYPES GIA33 TYPES GLASS TYPPS FRAME DIMS. 'B' k 'Bl' 'C' 1Y 'CI' FRAME DIMS. 'B' h 'Bl' 'C' & TV • ; Z y O WIDIH HEIGHT EXT.(+) INf.(-) IXf.(+) IHT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 55-1/2" 9-11/16 26' 80.0 80.0 90.0 140.0 54' 63' 80.0 80.0 90.0 140.0 11-- rpP W A 3 d e c 50.0 80.0 90.0 140.0 50.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 83-1/4' 72' 24" 90,0 ` 2 u 94-1/4' 81 90" K 9 w Q; O t 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 55-1/2' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 54' 80.0 80.0 90.0 140.0 C t b n B3-1/4' / J8-3 8' 63' 80.0 80.0 1 90.0 140.0 80.0 80.0 90.0 140.0 94-1/4" 72" 81' 36" 0 a O OR r C 8 C 4 t 1 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 33 1/18 90' 16 w 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 93-1/4" 50-5/8' 80.0 80.0 90.0 140.0 54' 30.0 80.0 90.0 140.0 7 n R 80.0 80.0 90.0 121.♦ 80.0 $0.0 90.0 140.0 34-1/4' 63" 72' 48' Ll Z $ j 55-1/2' 80.0 50.0 90.0 140.0 80.0 80.0 90.0 140.0 3-11/16 63' 80.0 $0.0 90.0 111.5 81' 80.0 80.0 90.0 140.0 �- - 93-1/4' 80.0 80.0 90.0 97.5 90" 80.0 50.0 90.0 140.0 55-1/2" 80.0 80.0 70.9 98.3 54' 80.0 80.0 90.0 140.0 � U m Z _ 3-11 /16 74 80.0 1 80.0 62.2 1 86.4 63" 80.0 80.0 90.0 140.0 N o 72' 60' 80.0 80.0 1 90.0 140.0 G 0 81' 80.0 80.0 90.0 117.0 3 17 h 90' - - 90.0 102.4 2 Z v ; 54' 50.0 50.0 90.0 140.0 O 8 63' 72, 80.0 80.0 80.8 111.9 � � � 72' 80.0 80.0 89.4 98.4 N & � 0O N a 81' - - 61.9 85.9 = p 0,0 O J V1 _j c 3 }} o COOJn � d N W J O m 10 m F- 84' - - - - - - 96' 90.0 140.0 IQ OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH 90.0 140.0 'XO OR OX' 90.0 140.0 _ (1/2W) (1/2W) �i OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' •• ••• • • • • • •• • •• • • • • ••• • •• ••• .. • NOTE: • • • • • • • • •GLASS•CAPACIrM ON-L� TMS SHEET -AR • *SED*QN IAS114 C13y( -9 •(3 $tC. S ) *AND F10RIDA BLOLDING•COMMISSWO • DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 No.70592 �So: W1 oR�D�,.�� drawing 6-26 ••• • • • • ••• • • Sealed: 1/12/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'BI' GLASS TYPES 'C' & 'cl. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4' 111" 126' 28" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 50.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74' 106-1/4' 111" 126" 38-3/8" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 1 140.0 1 80.0 1 80.0 90.0 140.0 74" 106-1/4' 111' 126' 50-5/8" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 138.7 74' 106-1/4" 111' 126' 63" 80.0 50.0 90.0 140.0 8ED. 90.0 129.0 90.0 125.7 - - 74' 106-1/4' 126' 74'Ill' - - !80E.0810.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'BI' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72' 84" 96" 108' 120" 24' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 solo 80.0 90.0 140.0 50.0 80.0 90.0 140.0 72' 84' 96' 108" 120' 36" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 1 90.0 140.0 72" 14" 96' 108" 120" 48" 80.0 80.0 90.0 140.0 50.0 80.0 90.0 140.0 50.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72' 84' 96' 108' 120" 80' 80.0 80.0 90.0 140.0 80.0 1 80.0 1 90.0 140.0 50.0 80.0 90.0 140.0 80.0 80.0 90.0 1 136.5 80.0 80.0 - - 72' 84" 96' 108" 120' 1 72" 1 80.0 80.0 - - 50.0 80.0 - - 50.0 80.0 - - s0.0 BO.o - - 80.0 80.0 - - (I/3W) (1/3W) (I/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'BI' GLASS TYPES 'C' & 'Cl' MOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111' 126' 26' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 $0.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74' 106-1/4" Ill" 126' 38-3/8' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 Bolo 80.0 - - 74" 106-1/4' 111" 126' 50-5/8' 80.0 80.0 90.0 140.0 80.0 80.0 - - Bolo Bolo - - 80.0 80.0 - - 74' 106-1/4' 111 63" 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 74' 106-1/4' 74. 80.0 80.0 - - 80.0 1 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES B' & 'BL' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) imT.(-) 72' 84" 96' 108' 120' 24" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 50.0 90.0 140.0 80.0 80.0 90.0 140.0 72' 84' 96" 108" 120" 38' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 50.0 80.0 90.0 140.0 72" 84' 98" 108' 120" 48" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 BO.0 - - 80.0 80.0 - - 80.0 80.0 - - 72' 84" 96' too" 120' 60' 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 72" 84' 96" 108' 72' 50.0 80.0 - - 80.0 80.0 - - Bolo 60.0 - - 80.0 80.0 - - OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH 'XOX' •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• •• • • • NOTE: • • • • • • • • GLASS CAPACITIES ON THIS. %EET:RE • � • • � � • • • � � BASED ON ASTM E1300-09 (! SE(9.•GUSTSj • • • • • • AND FLORIDA BUILDING COMAIISSIOlf • • DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 Z y W J �f i 0. 0 �g $ o vo>1~7 aC 2M 8 0 onr Q W z J =m4 J QwmFk' U m 3 Z J � m p v 8 v� z Z R 3 .. 3 -v V7 Q � x g a M m D00 0 N3�Y U p J n C7 d c J icom m c m 0 0 v co ````YAA1111111/llll�i m No.70592 = ` _ S ��®�'•'•.. � drawinng 2noC. FL #20359 11NAIA�`A�� sheet 5 of 10 Sealed: 1/12/2018 1BY TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING Y a , e . EDGE DISi. MN 11011 imilu� m �� F------------------- ,� u� u w METAL STRUCTURE �1 F.B.C. APPROVED I� II MULLION & MULLION ANCHORS II u 3 II SEE SEPARATE APPROVAL II Z n n C y • •' EDGE DIST, I, I y� I ------ --------- ;I a d-5/d e a 0t - cy .2 p TYPICAL ANCHORS TYPICAL ANCHORS ac o8 G °� ¢ SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING Z G n WEEPHOLES: W1 = i" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH END WITH PLASTIC BAFFLE SEALANTS: ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. • • • N• • • • • • • • ••• • • • •• d . \ .EDGE OIST. d YH .- •• •.. •• • • • "W2 d a L '. o s •`; " .0 i WOOD BUCK • • • ♦ ttPICAL ANCHORS . • • I • •ttryuJJJC�OR$ • • • • ° SEE ELEV. • '• • SEE"ELEEDD�. • • • „ FOR SPACING EDGE DIST. • FOR LLACING • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • <mma IL z U) 'DT S �� HE J SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ~ TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 , Z m 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-t55 KSI) � O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 O n 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z 3 THRU 1 BY BUCKS INTO CONC. OR BLOCKS o QJ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) N F 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) O DIRECTLY INTO CONCRETE OR BLOCKS o = p I 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) J 0 v 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) vgN;1 3 #14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) _ o INTO F.B.C. APPROVED MULLIONS ,0�,� J OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 0 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS- = 2-1/2" MIN. 4 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SC - 0.55 MIN.CONCRETE v- AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.o C-90 HOLLOW/FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. .„ FL #20359 m No.70592, � $ a . drawing 0 ...... ";'aG\.�� W16-26 Sealed: 1/12/2018 ST VENT WIDTH SHIP TYPICAL ANCHORS SEE ELEV. FOR SPACING O OPTIONAL TO 24 SPRING LATCH 24A .I EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE 1/4* MAX. O SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 '1/4 . 18Y .I. a v WOOD BUCKS FOR SPACING • • • • • • • • • • •• ••• •• • • • •• •• • •• • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y % c is • �,1GEN4 `•'•.. . I �A .70592 s, �Q•' ST drawing a no. FL #20359 �TT11111 TT �`` sheet 7 of 10 Sealed: 1/12/2018 EDGE DIST. METAL F.B.C. APPROVED MULLIONk MULLION ANCHORS .�^ • p • EDGE DIST. STRUCTURE SEE SEPARATE APPROVAL 6 EDGE DIST. I O 5 \ N 5 \ 5 ALT. TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING1 FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. 1/4' MAX. SHIMS TYPICAL ANCHORS SEE EL% FOR SPACINGd ALT. 0 a •• ••• • • • • • •• • •• • • • • ••• • INSTALLAMN WAILS+SVITIf FLNIt AIME ADAPTER see 0:0 *00 see • • •• • • • • e • • FL #20359 ID gyp•. • vC�� /�N.111 • • • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • m a J� 8 s a drawing no. W16-26 ;heel 1 3. Ot FRAME HEAD U FRAME SILL 62 'O'� i .528 .250 mk5 Q SILL TRACK 2. FRAME JAMB 1.189 621 1.496 .062 TYR TYP. Q VENT TOP/BOTTOM RAIL �2.406 0 TYP62 . 1.189 1.531 OB JAMB STILE sa 1.1 89 r 4, Oi VENT INTERLOCK ITEM PART f QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 MG203 i FRAME HEAD 6063-T6 - 2 MG301 1 FRAME SILL 6063-T5 - 3 MG302 1 SILL TRACK INSERT 6063-T6 - 4 MG303 AS READ. FRAME JAMB 8063-T6 - 5 M0212 AS REOD. FLUSH FRAME ADAPTER 6063-TB - 6 MG204 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK 6063-T6 - 8 MG304 1/ VENT JAMB STILE 6063-TS - 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 MG208 AS REDD. GLAZING BEAD (5/16- GLASS) 6063-T6 - 10A MG209 AS REOD. GLAZING BEAD (7/16- GLASS) 6083-T6 - IOB MG210 AS REDD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 13 MG305 AS RTEOD. ADO -ON SILL RISER 6063-T6 - 14 MG321 4/ VENT ROLLER HOUSING B GUIDE CELCON - 15 MG322 2/ VENT ROLLER BRASS - 16 MG323 2/ VENT ROLLER PIN ST. STEEL - 17 /10 X 1' AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS 18 110 X 3-1/2' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH SMS 19 W222322 AS READ. FIN SEAL W'STRIPPtNG - I ULTRAFAB 22 E202 AS REDD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4- FROM EACH END ZAMAK SULLIVAN h ASSOC. 24A /8 X 5/8- 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - 28 - 2/ WDW. HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS 27 - 1/ VENT 5/16- BOX SCREEN - OPTIONAL 28 - AS REOD. SILL INSERT. 2" LONG 8063-T6 AT MTG. STILE LOCATION 29 - AS REGO. SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A 2.844 -7 .0� .680 500 188 1.409 0�6211�89 "' + t3 ADD -ON SILL RISER .094 1.969 ((��--��. s FIXED MTG. RAIL 2.786 V�L—nJ—r 0 — .500 .672 1.00 .062 • • • • •I— • • • • 1.122 • • •• • • • • • 74 Q FLUSH FRAME ADAPTER • • 29 • •SILL INFER! • • • • .078 1.421 -y .583� .458 134 .985 �—II 5 � .781 .050 .86.781 • .865 • •781 ,050 .8� • Lj 1.029 • • • • • •• • 1.09fi A �1.09� • �1.096 • 10 ®• • • �• ••• • 25 SPRING LOADED LATCH I GLAZING BEADS a _; N0.70592 � — = :�(� •.. 3 � drawing no. ;;�5; •. 1oP.• W16-26 FL #20359 �''•is!��A`11�` sheet 9 oi10 • • • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N e s 0O no LL 0 17 Dac< O'51/�o¢ Q W?4 J Q � m 2 (+1 g Q W Ot f J J O z � m FRAME TOP CORNER v 3 � I O r VENT TOP/BOTTOM CORNER S R w� / O n 7 0 1 M m � 0 i J N n Z } O O J /. 0 U • • • C • O O y C TFI • • • • •• •� • • �•� •FRAME BOTTOM CORNER i I - hw.7o59z 18 •• • •• • • • • • - �(' q o �[ • • • • • • • • • • • (� drawing no. ''�//// "Lti��``� FIXED MTG. RAIL CORNER FL #20359 sheet 10 of 10 • • • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - If. BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications I Contact Us BCIS Site Map Unks Search r ( ` Product Approval USER: Public User d.b ..J.jA--. Product Approval Menu > Product or ARolicatlon Search > Application List > Application Detail • �,� •o. 1. •: • FL # FL19092-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived I Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ullses@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswlndows.com • • • • • • •••• •••••• Technical Representative • • • • • • • • • • • • Address/Phone/Email •• •••• • • •• • • •••••• Quality Assurance Representative ., • • • • • • • • Address/Phone/Email 000000 • • • • • • • • • • • •••••• • •• • ••••• Category Exterior Doors • • • • • • • • • • • •' • • • • Subcategory Sliding Exterior Door Assemblies r • r : • • • • • • • •••••• Compliance Method Evaluation Report from a Florida Regist4ed grclaitect or a Licensed Florli t!• • • • Professional Engineer • • • ; • • • • • • 1 Evaluation Report - Hardcopy Received 0000 Florida Engineer or Architect Name who developed the ]avad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Rlaz, P.E. �, Validation Checklist - Hardcopy Received Certificate of Independence FL19092 R2 COI SS-MG-1000 Alum SGD (LMI-SMI)-CI 2017.E Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 02/06/2018 02/06/2018 02/15/2018 04/10/2018 FL # Model, Number or Name Description 19092.1 MG-1000 Aluminum Sliding Glass Large missile impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19092 R2 II-MG-1000 Alum SGD ( I�jj)-2017 DWG Approved for use outside HVHZ: Yes W15-83.gd Impact Resistant: Yes Verified By: ]avad Ahmad 70592 Design Pressure: +120/-140 Other: See installation drawing W15-83 for span vs load Created by Independent Third Party: Yes Evaluation Reports combinations and installation details. FL19092 R2 AE SS-MG-1000 Alum SGD (LMJ)-PAE 2017.pjdf Created by Independent Third Party: Yes 19092.2 MG-1000 Aluminum Sliding Glass Small missile impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL19092 R2 II SS-MG-1000 Alum SGD ()-2017 DWG W15-103.pd Impact Resistant: Yes Verified By: ]avad Ahmad PE #70592 Design Pressure: +120/-140 Created by Independent Third Party: Yes Other: See installation drawing W15-103 for span vs load Evaluation Reports combinations and installation details. FL19092 R2 AE SS-MG-1000 Alum SGD ( PAT 017 Created by Independent Third Party: Yes • • • Back Next • • • • • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-fb24- • 4 • ••• • • •••••• The State of Florida Is an • • AA/EEO employer. Qgyljght 2007-2013 State of Florida.:: Privacy Statement 4tefuna ltatement • • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to apdblicArltords requesedMt send electronic • mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.135. 'Pursuant to•Section 455.275(1),• Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department witt*afi all Iddress If they have one. The emails • provided may be used for official communication with the licensee. However email addresses are public record. If you dofot wish tp supply t•personal address, pled • • • provide the Department with an email address which can be made available to the public. To determine If you are a Ilcensee under Chapter 4515p" }lease click 42M. Product Approval Accepts; • • • • • • • • • • W.00. • � eZ'tid.. • • • • •• • • • • ••• Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 19092 Date: 02/01/18 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84r" STREET, MEDLEY, FL 33166 Model Name: MG-1000 ALUMINUM SLIDING GLASS DOOR Maximum Panel Width: 60" Maximum Frame Height: 120" Maximum Load: +120 PSF. -140 PSF (Large Missile Impact) Installation Drawings # W15-83 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements,,.-.. The above maximum parameters do not occur simultaneously. �•••• See installation drawings for combination of span vs loads. • • • • • • Comparative analysis used X Yes No 9 0 Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS rP0) • • • • TEST DESCRIPTION r , TEST LOCATION TEST REPORT TEST' •' Test DATE REPO >Z^ Seale#�� ASTM E283 Air Infiltration Fenestration Testing 10/23/2015 859 Idalmis Ortega, P.E. Leakage Laboratory 10/23/2015 • 8591 • ;dalmis Ortega, P.E. 10/25/2015 859 Idalmist R-1P.E. ASTM E331 Water Fenestration Testing 10/23/2015 8590 •' tdalmisbrtega,?.E. OR A5TM 547 & Penetration Laboratory 10/23/2015 8591 Idalmis O? ega P.E. TA5 202 10/25/2015 8594 Idalmis Ortega, P.E. ASTM E330 Uniform Static Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. & TA5 202 Air Press. Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. ASTM F842 Forced Entry Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. 9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceniz.com I alfarooa@afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) 4`: TEST DESCRIPTION TEST LOCATION ,:;'. -A "tTEST REPORT TESTYy �� a%STest DATE �� REPORT q " �° Xii�Sealed b FBC 1626.2 Large Missile Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory 10/23/2015 8592 Idalmis Ortega, P.E. 10/23/2015 8596 Idalmis Ortega, P.E. 10/23/2015 8593 Idalmis Ortega, P.E. 10/23/2015 8591 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: �AH�q JPp �.,� )Q: • • C E O �: - No 70592 '- Javad Ahmad PE # 70592 ? o: sT'� OF ' �F AI-Faroocl Corporation EB # 3538 �� o a �o."•' �� %,�SS�o•..•`�aG�. Sealed:2/5/2018 • • •••• •••••• •••••• •• •••••• •••• •••• • • •••• •••• ••••• •••••• • •• ••••• •• •• •••• •••••• • • • • • •••••• 1235 SW 8711 Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfar000@afcenR.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT February 5, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. MG-1000 Aluminum Sliding Glass Door - L.M.I MG-1000 Aluminum Sliding Glass Door - S.M.I Certificate of Independence Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the pfod*Et refererjjpd above, I do hereby declare that I do not have and will not have any finangj�.ipterest. in any company manufacturing or distributing the above referenced product, nor do, Fheve or wlm;v2 e any financial interest with any other entity involved in the approval process dP fmProduct. Sincerely, ,,,,,,rrrrrr,,, �.�` I NO AH41 ''i, q0 No No 70`5�92� '- ?9• 5T ''isS0NA1 E��, Sealed: 2/5/2018 '�rnunrr�� Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroogoafcena.com DESIGN LOAD CAPACITY - PSF JAMBS W/O ANCHORS JAMBS WITH ANCHORS STD. ASTRAGAL STD. ASTRAGAL REINF. ASTRAGAL AYEAAGE PANEL MUH INCHES DOOR FRAME HEIGHT INCHES GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'BI' C. & 'Ct' GLASS TYPES 'A' & 'At' GLASS TYPES 'B' & 'Bl' 'C' & 'Cl' GLASS TYPES 'A' & 'Al' EXf.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 30 100.0 100.0 90.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 35 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 42 82-7/8 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 48 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 88.9 88.9 71.1 71.1 88.9 88.9 80.0 80.0 106.7 124.4 60 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 30 100.0 1D0.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 36 100.0 100.0 50.0 50.0 100.0 100.0 80.0 60.0 120.0 140.0 42 B4 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 48 100.0 100.0 80.0 50.0 100.0 100.0 80.0 80.0 120.0 140.0 54 88.9 88.9 71.1 71.1 88.9 88.9 80.0 80.0 106.7 124.4 60 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 42 90 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 48 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 60 - - - - - - - - 96.0 112.0 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 42 96 100.0 100.0 80.0 80.0 100.0 100.0 50.0 80.0 120.0 140.0 48 IDOO 100.0 80.0 80.0 100.0 100.0 80.0 MO 120.0 140.0 54 88.9 88.9 - - 88.9 88.9 - - T08.7 124.4 60 - - - - - - - - 96.0 112.0 30 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 36 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 48 102 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 - - - - - - - 115.2 134.4 52 - - - - - - - - 110.8 129.2 54 - - - - - - - - 106.7 124.4 102.9 120.0 30 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 36 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 42 108 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 48 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 50 - - - - - - - - 115.2 134.4 52 - - - - - - - - 110.8 129.2 30 - - - - - - - - 12 1 .0 36 - - - - - - - - 120L0 140.00 42 114 - - - _ _ - - - 120. I40.0 48 - - - - - - - - 1260• 1bA0 50 - - - - - - - - 115.2 134.4 30 - - - - - - - - 120.0 140.0 36 42 120 - - - 41 48 EXTERIOR(+) LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR CONFIGURATIONS EXCEPT TWO PANEL (XX) DOORS SEE SHEET 6 FOR TWO PANEL (XX) DOOR LIMITATIONS. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 1 FOR THE GLASS TYPE USED. STEP 3 USING CHARTS ON SHEET 4 SELECT HEAD ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP i ABOVE STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. STEP 5 FOR DOORS WITH UNANCHORED JAMBS, USING SHEET 8 DETERMINE WITH AND MAX. GAP DIMENSIONS. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG-1000 (L M.1.) ALUMINUM SLIDING GLASS DOOR 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 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 DETAILSAN AND INSTALLED PER MUF'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 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. t • • • • • • LABEUNG TO COMPLY WITH SECTION 1709.9.2. ' • • • `•• • FL #19092 •• • • • •• • • •• •• • • • •• •• ••• • • • ••• • • A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. �- SHAL SRE SPECIFIC PROJECTS -1 BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WITCH WILL BECOME THE ENGINEER OF RECORD (FOR.) • FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR RENEW. 0- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �V m Z qR • H Qf Z� M o o g l N ty III �% O W N 1H dote 8 E C < myA 0.0bC d m. KI, Q W z i a LL Z • 10 3 a 8 2 4 Q WOE 9 `A JpAO AM�Jyy '��i �p:•'OceNSF'';'O �': � � Sealed: 2/5/2018 drawing no. W15-83 1/4' HEAT STREN'D GLASS 1/4' HEAT STREN'D CLASS 1/4" MEAT STREN'D GLASS ` Sent' Intedoyer 090' Interiayer teroyer [� l__� n SenlryClas By Kuraray America, Inc.' Trosifol PVB By 'Kurorcy America, Inc.' lear And Color Glass tman Chemical Co.' 3 • O a r 1/4' HEAT STRE.N'D GLASS 1/4" HEAT STREN'D GLASS' HEAT STREN'D CLASS i a. w QIL Zi1pp 0 0 V m O_Z ]� G4 G3 7 la aoG4 i G3O 4By G y �+\ �E1 . 1 O8 Q 0bSILICONE SILICONE lz 0 IZZ DOW CORNING 795 DOW CORNING 995 DOW CORNING 795DOW CORNING 795 1Y U)o o DOW CORNING 995 DOW CORNING 995AT 1/4 POINTS ON LITES WIDER O AT 1/4 POINTS ON LITES 1/4 POINTS ON UfES _ THAN 36" ONLY WIDER TWIN 36" ONLYR THAN 36" ONLY GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE U m o 9/16" OVERALL LAMINATED GLASS 9/16' OVERALL LAMINATED GLASS 9/16" OVERALL LAMINATED CUSS o_ 0 O O n N Z h 3 1/4" TEMP. CLASS /" ' z rwj 3/8" AIR SPACE 12'' N t I ro 1/4" HEAT STREN'D GLASS STREN'D CLASS T STREN'D GLASSCO N p�p 17 M mj 0 090' Interiayer Intedoyer ' Interlayer < N E 3 Se^�70°s By Kurcray America, Inc.' ol PVB umray America, Inc.' x Clear And Color Class astman Chemical Co.' g Z }j1/4" HEAT STREN•D GLASS /4" HEAT STREN'D GLASS1/4" HEAT STREN'D GLASS I I w JSPACER ALUMINUM SPACERw ALUMINUM o:SPACER(6063—T5)(6063—TS) ALUMINUM (6063—TS) G4 G3 Zm 5 � n V� — SILICONE C� SILICONE — DOW CORNING 795 SILICONE DOW CORNING 995 DOW CORNING 795 DOW CORNING 795 m DOW CORNING 995 DOW CORNING 995 o 0 0 Cl AT 1/4 POINTS ALL SIZES G1 AT1/4 POINTS:LLSIZLS • • • • • 1 AT 1/4 POINTS ALL SIZES S • • •• • FL #19092 GLASS TYPE 'AI' GLASS TYPg'•dI'• • • • • • • • • • GLASS TYPE 'Cl' ```��1111 1-3/18" OVERALL INSUL LAM, CLASS 1-3/16" OVERALL INSUL. LAM. CLASS 1-3/16" OVERALL INSUL UM. GLASS ` QJ .� m •r VCENgF' • • ••� j GLAZING 011TfLM ••• •••• • No.70592 ••• • r • • • • • • • • .� _ e u • • • • • • • • • • • -0. drawing no. RAO sheet 2 of 12 • • • • • • • • • • • • Sealed: 2/5/2018 • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • 11 CLUSTER OF HEAD ANCHORS CLUSTER OF 3" MAX. r. 6, 8 OR 10 HEAD ryq AT INTERLOCK/ASTRAGAL---- CORNERS - (SEE SHEET 4) JAMB OPTION W/0 ANCHORS (108" MAX. DOOR HEIGHT) �— (MAX. DESIGN LOADS - *100.0 PSF) •� ---�� • • • • • • -- • • SILL ANC�IQRS • CLUSTER OP 6 • • • • • • • • • • • • • • ••• • • • • • • • • DAYLITE OPENINGS WIDTHS: AT INTERLOCK/ASTRAGAL TYPICAL ELEVATION PANEL WIDTH - 7.313" TESTED UNIT DAYLITE OPENING HEIGHT: • • • • • • • • • • • • PANEL HEIGHT - 8.0" • • • • • • • • • • • • • • • • • • • • PANEL HEIGHT = DOOR FRAME HEIGHT - 2.625" • • • • • • • • • • • • • • • • • • • MAX. FRAME AREA OF S.G.D. SHALL NOT EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER FBC REQUIREMENTS. ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD ANCHORS JAMB ANCHORS SILL ANCHORS 3" MAX. FL #19092 �P•' VGEN -••;V � b i 4 b No. 70M = • S drawing no. %s •_�2noC_'�C9.�� W15-83 aealea: cu-Ncvla • •• • • • • • • • • • ```1777111111//j''/ / �.:'110EN8F •• • • i • • • _ No.70592 �_ • • • • ��® •'•,_ ST �,�s' ........ "'•`.�� FL #19092 ////S;��AL7�1��`� {� �0 ,v n of N • q l -0 M, A 1 n yj f F Z of A OWIW" G C Oi u', �oO2M O 0.0O .6b Q &Z4 �=III N_� J 0 cs Q W 8�1 O g Z J - QO Q N Z 3 U 1� z 0�� O Savo a0 a3 o p ()0 i m m o r pYa n xX y n M v Z } n J N W J 0 u O 0 c to 'u o o_ O S • • • • drawing no. W 15-83 meet 4 of12 HEAD ANCHOR LOAD CAPACITY - PSP SHM SPACE 1/2" YAX. SHIP 3/8" MAX. SHIP 1/4" MAX. SHIM ANCHOR TYPE ANCHOR TYPES W. 'B' d: 'C' ANCHOR TYPE 'A' ANCHORS 'B' k 'C' ANCHOR TYPE 'A' ANCHORS 'B' & 'C' DOOR FRAME 8 WCR098 /T IRO. SmE &7DS B ANCHORS IT YTO. STDE ENDS 10 ANCHORS 6T YfO. 5171B AIDS B WCRORS 1T MTG. 5171E ENDS B WC80R9 IT MTG. STOl � 8 WCHOR9 AT YTG. SIDE ENDS; B ANCHORS AT Y'f0. SRIE 41DB 8 ANCHORS AT IffO. 5708 RID9 B WC8093 AT IRO. STBE p1p8 B ANCEORS AT YTC. S1D8 ENDS PANEL TAOM NCHES HEICHf NCIES EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) WT. - EXT. (+) Nlf. - EXT. (+) WT. - EXT. (+) INT. - EXT. (+) WT. - EM. (+) IM. - EXT. (+) INT. - 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 38 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 82-7/8 1b.0 140.0 1b.0 1b.0 1b.0 140.0 140.0 1b.0 1b.0 1b.0 48 128.6 140.0 140.0 140.0 140.0 1 b.0 140.0 140.0 140.0 140.0 54 114.3 124.4 124.4 124.4 124.4 124.4 124.1 124.4 124.4 124.4 60 102.9 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 1b.0 1b.0 1b.0 1b.0 1b.0 1b.0 ib.0 1b.0 1b.0 1b.0 42 � 140.0 1 b.0 140.0 140.0 140.0 140.0 140.0 140.0 1 b.0 140.0 48 128.9 140.0 140.0 140.0 140.0 ib.0 140.0 140.0 140.0 140.0 54 112.8 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 60 101.5 112.0 112.0 112.0 712.0 112.0 112.0 112.0 112.0 112.0 30 1 b.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 1 b.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 90 135.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 14 .0 140.0 54 105.2 124.4 124.4 121.8 124.4 124.4 124.4 121.6 124.4 124.4 60 94.7 112.0 112.0 109.4 112.0 112.0 112.0 109.4 112.0 112.0 so lb.o tb.o lb.o 1b.o 1b.o lb.o 1b.o lb.D 1b.a 1b.o 36 1b.0 1b.0 1b.0 1b.0 1b.0 ib.0 1b.0 1b.0 1b.0 ib.0 42 96 128.9 140.0 140.0 140.0 1 b.0 140.0 140.0 140.0 140.0 140.0 48 111.0 140.0 140.0 128.3 1 b.0 139.4 140.0 128.3 140.0 140.0 54 98.7 124.4 124.4 114.0 124.4 123.9 124.4 114.0 124.4 124.4 60 88.8 112.0 112.0 102.8 112.0 111.5 112.0 102.6 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 38 139.3 140.0 1b.0 140.0 1b.0 140.0 1b.0 1b.0 1b.0 140.0 42 119.4 1b.0 1b.0 137.9 ib.0 140.0 1b.0 137.9 ib.0 140.0 48 104.5 139.3 140.0 120.7 140.0 131.2 140.0 120.7 140.0 • • • • • • • Sealed:2/5/2018 • • • • • • • • • • • •• •• • •• • •• •• ••• • • ••• 0 0 a • J H J � O W N O N XO (SHOWN) XX (SHOWN) � p ox Cicwn ozM Opnoo NOTE: 0 N � ¢ !); 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Q W m 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN o- SHEET 1. .y �7 a_ U 3. FOR ANCHOR DETAILS SEE SHEETS 6 THRU 9. Q W 1041 tu U N XOX (SHOWN) J ? m e 0 O + g o n Z R s 3 -d fnir - ±' o aNM A D fn J ITEo z } n XXO (SHOWN) 0 0-is � w mf O K i `o U m OXO (SHOWN) PE ::1 1 FL #19092pD. AN ErE g „ - _ b • _ No. 7U592 s S OXXO(SHOWN) � 0 drawing no. sS �t��. ` W 15-83 APPROVED CONFIGURATIONS RiD�.•'' \ �� f/111 NAL\N\`�\ sheet 5 of 12 • • • • • • Sea led:21512018 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 . •• • • TYPICAL ANCHORS IN PAIRS ma 00 a 1BY OR 2BY WOOD BUCK TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACIN �z EDGE DIST. x W N Sl N C !.. — POURED & HARDENED I�f,NON-SHRINK, HIGH STRENGTH GROUT \� NON-METALLIC = 5000 PSI MIN. NOT BY MR. GLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE :AL ANCHORS URS ELEV. SPACING 1 • • CONCRETE. •d•KSI�ICW1• CONCRETE D _3 KSI MIN. • • G2• '. U .� • NkGW • • • REP • • • • • • ••• • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING a� II• m Z ; m ZJ It 3 0 N d o GH^ v c � _� a M p Q 60 CA cc y 2 2 lu pp1 Kai WEEPHOLES: J o J Q W W f W1 = 1/4- X 1-1/2'• LONG WEEP HOLES AT 5 1/2" 0 FROM EACH END AND 16" O.C. W2 = 1/4" X 1-1/2" LONG WEEP HOLES J U � Z N � (1) AT FIX. PANEL m 0 (3) AT MOV. PANEL Q G 25 n Z R 5 3 z N�� N 00 M m g00 0 N3EY n o Z Y FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS 0 U o J V REQUIRED AT TWO PANEL (XX) DOORS ONLY WITHOUT SILL RISER D IT EXT T I LB k_' M MAX. .(+) LOADS D 7... PSF FOR 3-5/8' SILL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF C� FOR 4-5/8' SILL RISER MAX. EXT.(+) LOADS = 120.0 PSF II II O II II I��I u II II m 11 : x ILp I M. I n o 0 I � I � c I I `1111111111/1jY'' FL #19092 o No. 70M = $ • I•. OF (drawing no. �d+�:omo�_•��;� I W15-83 • • • • • • • • aealea: uo/zuTo • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD STRUCTURE METAL STRUCTURES EDGE THK. DIST. I Iti EDGE DIST. 4' MIN. STAGGERED STAGGERED DIAGONAL DIAGONAL I 1 I \J Vl \J N TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS IN PAIRS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 5/16' 016, ULTRACON BY 'ELC_O' (Fu-177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) DIRECTLY INTO CONC. OR BLOCKS 2" MIN. EMBED INTO CONCRETE (JAMBS) 2" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) TYPE 'B'- 5/16" DIA_ ULTRACON BY 0' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED (HEAD/SILL) TYPE 'C'- 5/16" DLA, TEKS OR SELF DRILLING SCREW (GRACE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AT HEAD/SILL = 2-3/16" MIN. INTO CONCRETE AND BLOCKS AT JAMBS = 2-1/2" MIN. NTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG 0.53 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pe - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• •• • • • •• • •• • • • • • • • • • • • • • • • • • . • .. . • . • . . • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ----------------------- ----------------------- F.B.C. APPR'O MULUON SEE SEPARATE APPROVAL II II II 21 II II II ,I SEE ELEV. FOR SPACING 7 Z n J O (n 0 0 0 Y 0 0 n In Z n Z (A 5 0 0,1 N ov"1m ao n tn3�Y 8 U o J H 1 d Mom J �.''UCEN3F'• c o d n � N0.70592 = E drawing W 15-83 FL #19092 11111111� sheet 7 of 12 Sealed: 2/5/2018 TYPICAL ANCHORS SEE ELEV. O ANCHORED JAMB O © STD ASTRAGAL 4 M m FOR SPACING flX. PANEL WIDTH /14 X 2-7/8' FH SOS E4 D.LEOPG. AT 5' FROM ENDS AND 11' O.C. ZEg E7 Gi G1 LS O ` h • U Or ct 0 & O y�y1 U, A LL H A Z A Q W QI f h c9 M6 52 ES E7 ES G6 EXTERIOR { ^ O _ E6 E6 E6 D.L. OPG. U n Z N m 1BY OR 2BY WOOD BUCKS PANEL WIDTH v p0 U) o r 1 /2' MAX. MAX. DOOR FRAME WIDTH o rn h R LOAD BEARING SHIMS c� z N E1 UNANCHORED JAMB f14 X 2-7/8' FH SDS © REINF. ASTRAGAL O h m v m AT 5' FROM ENDS 00 o AND 11' O.C. a yy Gl LS o Z g }} o W O J I C A W J \ I / 0 0 y0$ SILICONE EXTg AfOF • � • • • • • • DOW CORNING 790 • • • I' E6 w o 1/4' MIN DEPTH - 3/8' MIN. • • • • • • • •� • • • • u o 3/4' MAX. • • • • • •GAP • • • MAX. DOOR FRAME WIDTH • • • • • • • • • 11111111rr'',' SEE NOTE BELOW NOTE: E10 `\--%^..J J PD `•' n o uCFN, i o MAX. MOVEMENT CONSIDERED-100S STRETCH. � \ PLEASE REFER TO SEALANT MANUFACTURER'S DATA MID APPLICATION • • • • • • • 000 • • • • • • • • • • NO 70582 = _ n MANUAL FOR COMPATABIUTY OF SEALANT TO SUBSTRATE k WINDOWALL • • • • • • • • • • - - MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. • • • • • • • • • • • • - $ d REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. • • • • • • • • • • • _ �� ' ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY • • • • • • • • �•, ®'•, drawing no. ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES.GAP i ORIDT;,.•' 'CORD LESS THAN 1/4' MAY DESIGNED% BY ENGINEERBY''r'`SAS��A)AL EALLOWED EMOVEMENT. �'�G W15-83 THESUSE OF OND BREAKER TAPE OR OF FL #19092 ' rrrrrl11111111 sheet 8 of 12 • • • • . • • Sealed: 2/5/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. O FOR SPACING H c W Uy °� yppK 1/2' MAX. MAX. DOOR FRAME WIDTH LOAD BEARING SHIMS TYPICAL ANCHORS SEE ELEV. GRILL NO 7 FOR SPACING O AND TAP FOR 1/4--20 SET SCREW 1/4'-20 x 3/4' AT 4' FROM TOP h BOTTOM AND (2) AT MIDSPAN AT 6' O.C. VERTICAL SLOT 0.257"0 x 1/2' LONG CENTERED WITH THE SET SCREWS. 1/2- MAX. MAX. DOOR FRAME WIDTH LOAD BEARING SHIMS w SHIMS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • .. . NCHORS ING SHIMS FL #19092 ap • 3 4 S p OOry"� u � Q �N� O Fyn arcz2 8 0 Lco A 0labe � 'ICAL ANCHORS 0 i 0 " - ELEV. Q I N 2 o SPACING 1L Z • Q �ilmf � O Z n � � Y �8 n co ,b S to M a N 0 M O � N � J v _g coo AF1;.ZIg-• No. 70602 . •. • • . . aoaiou. uwc� io . . . • • . • . . . . ...... . •... ... 0 0 0 ••• . . m � 0 ii Y 8 drawing no. W 15-83 5.687 .417 4.}74 .125 I .452 h 1.173 Z m • 3 1.760 1.000 F h a .110 1.547 Z q H < 2.625 4.000 Q Z a 3.050 F�1.550�i 1.250 Fes- -IP. 3.633 4.374 ,125 2'2� 0 O o ` M cpi LF] I I .080 ri FRAME HEAD/SILL !�-2.250 I �P. ��pn G>M t4 125 E14 1.173L 6 O Q 412 E6 PANEL RAIL/STILE SILL RISER (OPTIONAL) b K CORNER KEY In w p 1505-1 Q N LL o -�i 1.370 I� I .452 2.000 Z 8 9 J FRAME COVER a.,252.4922.635 .750 O -^{ 1.467 2.000 2.547 2.750 J ? m Y � o O .075 LF 2.412 4.633 o pQ n 2.625 PANEL INTERLOCK 3 .055 .080 ALIGNMENT CORNER .�J tj 8 241 AI Si. STEEL Iz f/1 W- - t-. O E3 5� -�-V .840 F� E15 .855 .2301 r ? OO Q J m JAMB COVER O I I °D �� - a N 3 L, Y �2287� SILL RISER (OPTIONAL) .950 060 1.073 .950 1.073 EB INTERLOCK COVER g o .633 Q: N w J ^y 1.370 �.657 E11 E12 m .090 41L 628 GLASS STOP (LAM. GLASS) GLASS STOP (INSUL. LAM. GLASS) o 1.700 5.400 1.250 I d E9 TRACK 1.135 -Ij- `o_ Li 1.750 1.550 E13 u .720 �I F- .125 2.180 • • • • • • • • • • ai wo E4 FRAME JAMB • • • • • • • • • `e o .188 • • • • • • • • o 6.450 1.300 2.750 \`�111111I1I//j7' ' 1.730 „ 1 550 ��•�� m .125 'I � �P.•v�+�''•.. o aa•}. • • • • • _ o h • • • • • • • No. 70592 _ _ 1.467 • • • • • • • • .075 .060-4• • • • 009 • %� •.• • • drawing v no. 10- THRESHOLD/JAMB CAP E 00 REINF. ASTRAGAL E 33 STD p� FL # 19092 '�7�is�0nlAl.lv;�� sheet 1 Q of 12 • . . • • • • Sealed:21512018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM / PART / QUANTITY DESCRIPTION SEALANT: �u ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Z WHITE/ALUMINUM COLORED SILICONE. n 3 z a LOCKS: i Q n SURFACE MOUNT METALLIC THREE PLY DUAL HOOK g O `, o LOCK AT 38-1/2" FROM BOTTOM p 0 0 cpi FASTENED TO LOCK STILE WITH (2) 10-24 X 1/2" FH TC N CL yWI CI MS SURFACE MOUNT METALLIC HANDLE AT 38-1/2" FROM BOTTOM t 7 0 Ci n FASTENED TO LOCK STILE WITH (2) 8-32 X 2-5/8" FH MS G a rc C SURFACE T METALLIC KEEPER FACING LOCK AT 38 1/2' FROM BOTTOM 0 IL p p A FASTENED WITH AND 12-24 Q Z (1) X 1/2" H MS LLZ•_0 J J ZZ a W a f = O U J Z n — m 0 O 0 n n Z n N gCX F _z CQ~� N M o O j J r Lj 3 1` a O Oo Z > N (7 14.J.I1 O Q N W , �com O 0 u N • •• ••• • • • • • •• cu 0 0 j c • •• • • • • ••• • 00 • d No. 70M • • • ;ia drowing no. ��i��OIdAL\�\\� W15—83 FL #19092 sheet MATERIAL YANF./SUPPLIER/REMARKS E1 1000-E-1001 2 FRAME HEAD/SILL 6005-TS - E2 - AS REOD. FRAME COVER 8063-TS - E3 - AS REOD. JAMB COVER 8083-TS - E4 1000-E-1002 2 FRAME JAMB 8063-T6 - ES 1000-E-1005 AS REOD. THRESHOLD/JAMB CAP gpg3_Tg _ E8 1000-E-1010 AS REOD. PANEL WUL/STILE g0p5_TS _ E7 1000-E-1011 AS REOD. PANEL INTERLOCK 6005-T5 ES 1000-E-1018 AS REOD. INTERLOCK COVER 8083-75 _ E9 1000-E-1007 1/ MOV. PANEL TRACK B005-TS - E10 1000-E-1013 AS REOD. REINF. ASTRAGAL g005_T5 _ E11 f000-E-9001 4/ PANEL CLASS STOP (LAM. CUSS) 8083-TB - E12 1000-E-9002 4/ PANEL GLASS STOP (INSUL. LAM. GLASS) 8083-TB - E13 1000-E-1012 AS REOD. STD. ASTRAGAL gOpS_T5 _ E14 MCR-1014 AS REOD. 3-5/8' SILL RISER 8083-TB OPTIONAL E15 MCR-1019 AS REOD. 4-5/8" SILL RISER 6083-T8 OPTIONAL G1 W71325NK AS REOD. TRI FIN PILE W STRIPPING - ULTRAFAB G2 - AS REOD. COMPRESSION GASKET EPOM WROMETER 70i:5 SHORE A G3 - AS REOD. OFFSET GLAZING GASKET SANTOPRENE WROMETER 70t5 SHORE A G4 - AS REOD. WEDGE CASKET EPDM DUROMETER 70t5 SHORE A GS E516 AS RE00. AIR SEAL CASKET SANTOPRENE ULTRAFAB G6 E238 AS REOD. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB GB - - 1/4' THK. FOAM PAD POLYETHYLENE - GB - - AIR SEAL BRIDGE AT INTERLOCK POIYAMIDE G10 - - AIR SEAL BRIDGE AT MTC. STILE POLYANIDE - G11 - AS REOD. SETTING BLOCKS EPDM DUROMETER BOtS SHORE A Al - - ALIGNMENT CORNER ST, STEEL _ A3 - - CORNER KEY 6063-T6 - L1 P501-7002 - 2 POINT MORTISE LOCK h HANDLE - INTERLOCK L2 P501 -7102 - 2 POINT MORTISE LOCK k HANDLE - INTERLOCK L3 P501-1005 - ADJUSTABLE STRIKER - INTERLOCK L5 - - LOCK RELIEVER 806J-T5 - M1 - 2 PANEL ROLLER ASSEMBLY AT 9" FROM ENDS ST. STEEL/ACET FASTENED WITH (2) 12-24 X 3/4' PH MS MB - AS REOD. PANEL GUIDES NYLON - M7 - AS RE00. PANEL GUIDES NYLON - 51 /12 X 1 t/2" t/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SOS 52 10-24 % 1/2" AS REOD. INTERLOCK FASTENERS, AT 6' FROM ENDS AND 72' O.C. ST. STEEL PH TC MS S3 �8-18 % 1/2' AS REOD. LOCK RELIEVER FASTENERS NSI 30t PHILIP PH SMS 54 1/4-20 % 1/2' AS REOD. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS Sealed: 2/5/2018 • • • • • • • • • • • •• •• • • • •• •• sa Al I i I / put •• ••• • • • • • •• • •• • • • • ••• • Ae • • • • • • • • No.70592 • • •• • • • • • • • FL #19092 Sealed:2/5/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • :m Z_ n v � O o Q 3 R s � ONil o M m N J o Z > o g �0M w J �00m