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WS-18-1731Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-6-18-1731 Permit Type: Windows/Shutters 111 I Vork Classification: Window/Door Replacem Issue Date: ;8/112018 Permit Status: APPROVED Expiration: 01/28/2019 Parcel Number Applicant 1160 N E 102 Street Miami Shores, FL 33138- 1132050190160 Block: Lot: CHRISTOPHER RUSSO Owner Information Address Phone Cell CHRISTOPHER RUSSO 1160 NE 102 ST MIAMI SHORES FL 33138-2616 Contractor(s) UNIQUE CONSTRUCTION INC Phone (786)306-8049 Cell Phone Valuation: Total Sq Feet: $ 11,695.00 0 Type of Work: REPLACEMENT OF 1 DOOR AND 10 WINDOW No of Openings: 11 Additional Info: REPLACEMENT OF 1 DOOR AND 10 WINDOW Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.20 $3.15 $2.10 $2.40 $210.00 $9.00 $9.60 $243.45 Pay Date Pay Type Invoice # WS-6-18-68032 08/01/2018 Credit Card 06/25/2018 Credit Card , Amt Paid Amt Due $ 193.45 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNER AFFIDAVIT: I certify that all the fore mg information is accurate and that all work will be done in compliance with all applicable laws regulating constructi and zonin!. Futh- ore, I authoriz the above -named contractor to do the work stated. Autt*pized Signat e: +wner / Applicant / Contractor / Agent August 01, 2018 Date Buildinlg'Department Copy August 01, 2018 1 II; o '1:° Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-307062 Permit Number: WS-6-18-1731 Scheduled Inspection Date: August 15, 2018 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: RUSSO, CHRISTOPHER Work Classification: Window/Door Replacement Job Address: 1160 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: UNIQUE CONSTRUCTION INC Phone Number Parcel Number 1132050190160 Phone: (786)306-8049 Building Department Comments REPLACEMENT OF 1 DOOR AND 10 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments 1,14/1 August 14, 2018 For Inspections please call: (305)762-4949 Page 6 of 32 Miami Shores Village RECEIVED JUN 2 5 2018 Building Department C `ii 5" 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 / ,('' Tel: (305) 795-2204 Fax: (305) 756-8972 j. ..1, v INSPECTION LINE PHONE NUMBER: (305) 762-4949 C 1 h ',S Ill FHv B\ Cc 20 (- BUILDING Master Permit No. Y 6,- 31 PERMIT APPLICATION Sub Permit No. Q BUILDING ❑ ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS E] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1160 ne 102 st City: Miami Shores County: Miami Dade Zio: Folio/parcel#:11-3205-019-0160 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: CBS Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titlehotder): CH R ISTOPH ER A RUSSO Phone#:3059788656 Address:1160 NE 102 ST city: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: UNIQUE CONSTRUCTION Phone#: 7863068049 Address: 8171 NW 8 St #1 city: MIAMI Qualifier Name: EDSEL MARTINEZ State: FL Zip: 33165 Phone#: 7863068049 State Certification or Registration #: CGC 1511698 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: fl' Value of Work for this Permit: $ 1 /' 6 9 5Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: REPLACEMENT OF 1 DOOR AND 10 WINDOWS 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 $ W TOTAL FEE NOW DUE $ I • (Revised02/24/2014) :Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement mus = - posted at the job site for the first Inspection which occurs seven (7) days after the building permit is issued. In the absenc of su h posted notice, the inspectio & ill not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged befor me this day of MC , 20 t by �� , who is personally known to me or who has produced � \ (C%lug identification a ; who did take an oath. NOTARY PUBLI ,E Commission # GG u 45883 +,F d�o,� My Comm. Expires Nov 8, 2020 , Signature CO TRACTOR The foregoing instrument as acknowledged before me this b day of J 2 , 20 k ' , by , who i! me or who has produced identification and who did take an oath. Sign: Print: Seal: n to as •**************************1** ************************i************************************its,*t S* APPROVED BY zz e Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) 6/25/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3205-019-0160 Property Address: 1160 NE 102 ST Miami Shores, FL 33138-2616 Owner CHRISTOPHER A RUSSO Mailing Address 1160 NE 102 ST MIAMI SHORES, FL 33138-2616 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,105 Sq.Ft Lot Size 9,920 Sq.Ft Year Built ,1950 Assessment Information Year 2018 2017 2016 Land Value $357,188 $357,188 $332,527 Building Value $181,338 $169,763 $171,245 XF Value $34,546 $34,967 $35,388 Market Value $573,072 $561,918 $539,160 Assessed Value $264,128 $258,696 $253,376 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $308,944 $303,222 $285,784 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values ('.e. County, School Board, City, Regional). Short Legal Description 5 53 42 MIAMI SHORES SEC 8 REV PB 43-67 LOT 6 BLK 176 LOT SIZE IRREGULAR OR 19112-3202 05 2000 4 Generated On : 6/25/2018 Taxable Value Information I 2018i 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $214,128 $208,696 $203,376 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $239,128 $233,696 $228,376 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $214,128 $208,696 $203,376 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $214,128 $208,696 $203,376 Sales Information Previous Sale Price OR Book- Page Qualification Description 05/01/2000 $0 19112- 3202 Sales which are disqualified as a result of examination of the deed 07/01/1998 $145,000 18219 0200 Sales which are qualified 10/01/1993 $119,000 16447 4956 Sales which are qualified 02/01/1986 $87,500 12790 1763 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). A knowledgement: 1/ Qualifier/Owner Signature ate Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009,11/17/2014 I OFFICE COPY BEDROOM AEA B BATH ry BATH D BEDROOM 2X4X59 MUUL DINNING AflPROl'ED •U"J D P PY SUBJECT TO COMPLIANCE Wi i-M ALL FEDERAL --n1 n LIVING F G 1 H • • . .• • •••..ICITRI• • • • • • •• • • ••• •• • ••• • • • •• • • • • • • • • • • • • •• • • •• • • • • •• • • • • • •• • • • • RECEIVED JUN 2 5 2018 E AL-FARooq CORPORATION . CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: Stronguard Windows Date: Jun 7, 2018 Project Name: Russo Residence Engineered By: SMA Project Desc.: 1160 NE 102 St Checked By: AO __ Miami Shores, FL 33138 AFC Number: 18-1193 Building Hight (ft.) : 15 Design Criteria: i, Florida Building Code 2017 ii, Wind Loads are calculated as per ASCE 7-10. • • • • • •• • • •••• • • •••• • • •• •. ••• • • •••• • ••••• • • • • •• • • • • •• •• •• • • • • •• • • • ••• • • • •• • •' • • • • General Notes: • ' • • •• • • • - Any deviations from conditions shown on calculations or drawings shall be engineered separately. • ••• • •• • - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: - Risk Category: II Exposure: D Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. - No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional J Javad Ahmad, P.E EB C.A.N.#3538 0 7 2010 FL# 70592 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com 1 alfarooq@afceng.com Stronguard Windows 9111 NW 4th AVE Miami, FL 33150 Coefficient Kh 1.03 Russo Residence 1160 NE 102 St Miami Shores, FL 33138 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z fqz) (Ib/ft^2) 68.64 Wind Speed (mph) Importance Factor Exposure Category Risk Category 175 1.00 D 2 Coefficient Kz 1.03 Mean Roof Height (h) (ft) Height Above Gnd. Level (z) (ft) Horizontal Dimen. of Bldg. (ft) Roof Slope (deg.) Type of Building 15.00 15.00 50.00 >10 _ With Impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @h fqh) (Ib/ft"2) 68.64 Mark Comp Type Component Size Gcp Coefficients W (in) H (in) S (in) A ft"2 Z4+ Z5+ Z4- Z5- Gcpi Coeff. Pos Neg Design Wind Pressures (Ib/ftA2) Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 48.6 • .. ... . . . .. ... .. . . .. • . ... . . . . . . -52.7 48.6 -65.1 ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING : AL-FAROOG 13ORCOR=47YQC1, 1235 5. W071V AWE, MIAMI FL. 33174. TEL:305-264-8100 Engineers Seal . . .. • • • . . . Engineers Name And Signatuct • • • • • . • .. ••• . • • • • • LZesigq Date • • • • • • 6/y/24 J 8.1:27:50 PM • • ••• • • Design Reference Number 18-1193 MIAMI SHORES VILLAGE BUILDING DEPARTMENT Product Approval Schedule/Comparison Chart CHRISTOPHER RUSSO 1160 NE 102 ST M AMI SHORES FL 3138 Mark No Size (inches) Type of unit Notice of Acceptance Number (N.O.A) Approved(psf) Design Pressure Opening Design Pressure (+)PSF(-)PSF (+)PSF(-)PSF A 53" X 58" HORIZONTAL ROLLING FL 20359-R2 80 -80 48.6 -65.1 B 37"X 39" HORIZONTAL ROLLING FL 20359-R2 80 -80 48.6 -65.1 C 37" X 39" HORIZONTAL ROLLING FL 20359-R2 80 -80 48.6 -65.1 D 53" X 39" HORIZONTAL ROLLING FL 20359-R2 80 -80 48.6 -65.1 E 74" X 39" HORIZONTAL ROLLING FL 20359-R2 80 -80 •48.6 -65. 1 • • • F 111" X 51" HORIZONTAL ROLLING FL 20359-R2 80-80 ...1.4443.6 80 -80 •..1.48.6 ••• 66- 4 • • -J. j., .... • (.1... .. 1• . . • G 74" X 39" HORIZONTAL ROLLING ROLLING FL 20359-R2 H 74" X39" HORIZONTAL ROLLING FL 20359-R2 80 -80 • • •.48.6 -%e5.1 : • • • I (2) 74 X 59 HORIZONTAL ROLLING FL 20359-R2 80 -80 ' J86 •.. -.SR 4:. •• ... ' • �. •• • • ... I -MULL 2"X 4"X 59" MULLION 80 -80 48.6 -t51.' I 96" X 80" OUTSWING DOOR FL 26942 80 -80 48.6 -65.1 !23/2018 Florida Building Code Online Busines emasesmaiew d F ECHEtAA ;H Professiona S Regulation :09eR olvlgiogs BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us BCIS Site Map I Links Search I Product Approval USER: Public User Product Approval Menu > Product or AQ FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method > Application List > Application Dot Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20359-R2 Revision 2017 Approved ID)0©, (6) coeoo Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Windows Horizontal Slider •••• • • • • •••• • • • • •• • •••• • • • • • •• • • • • • •••• •• • • • • • • • • •••• • •• • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • C • • • • • • • • • • • • •• • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer fl Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 Keystone Certifications, Inc. 08/27/2025 Ammad Riaz, P.E. iv; Validation Checklist Hardcopy Received FL20359 R2 COI SS -Series MG-300 Alum Horizontal Sliding Window(111: SMI)-CI 2017.p, f $tandard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 https: //www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwiDqua%2flMZ8n5CNatyGogD1N RBfoevySgwKoQNpt2RtzyIBA%3d%3d 1/2 6/23/2018 Florida Building Code Online Product Approval Method Method 1 Option D a Date Submitted Date Validated Date Pending FBC Approval Date Approved 01/15/2018 01/16/2018 01/21/2018 04/10/2018 Sum-mary of Products - FL # Model, Number or Name Description 20359.1 Series MG-300 Alumin Horizontal Sliding Window / Large missile impact resistant alumin horizontal sliding window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140 Other: See attached drawing W16-26 for span vs. Toad combination and installation details. Installation Instructions FL20359 R2 II SS -Series MG-300 Alum rorizontal Sliding Window (LMI)-2017 DWG W16-26.kdf Verified By: Iavad Ahmad PE # 70592 Created by Independent Third Party: es valuation Reports FL 9 R2 AE SS -Series - 00 Alum Horizontal Sliding Window Rif Created by Independent Third Party: Yes 20359.2 Series MG-300 Aluminum Horizontal Sliding Window Small missile impact resistant aluminum horizontal sliding window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140` Other: See attached drawing W16-28 for span vs. load combination and installation details. • Installation Instructions. • • • • • • • • • • • FL20359 R2 II SS-Series'-SO4 Alum Hgrygpgtal-Sliding •• Window(211)-2017 DWG W16-zpSlf • • • • Verified By:-Iavad Ahmad ?E . 92 •• • Created by Independent Thitds*rty: Yes • • Evaluation Reports • • • • • • • • FL20359 R2 AE SS -Series l;_300 Alum•l-lotiniftal Slid, • • Window(SMI) -PAE 2017 p1If • Created by Independent TRitd Pdi•jy: Yes . • ;' ; • • • • • 1sn Contact Ua :: 2601 Blair Stone Road Tallahassee FL 32399 phone:_850-487-1824 • • •• • • • • • • • • • •• • •• • • • • • • •• • • •. • • • • • • The State of Florida is an AA/EEO employer. sguyrjgt 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mail 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 emalis 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: ®t3' 11e�Mc. Credit Card Safe E'TFtf CS'' hops: /hvww. floridabuilding.org/prlpr_app_dtLaspx?param=wGEVNQwtDqua%2t1MZ8n5CNatyGogDkV RBfoevySgwI{oQNpt2RtzyIBA%3d%3d 2/2 74' (2) ADOL ANCHORS SEE CHART ON SHEET 4 WINDOW WIDTH (4) ANCHORS /-AT MTG. STILE EN AT 4' O.C. FA E EAD/SILL CORNERS ` I `8 -_ a l l f _(SL I~ '` 1MAI ti D � D.L OPC. 0 I I I I I I I I_i 7 ti II II II It ___11====rt=== II II II II II __JF___3F__ II n _ n It II II ii 32 i 3/8- `` 1 ;, ''/ 32 3/8' D.L. OPG. 37 3/16' D. L OPG. is 89 3/4' 6. WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS AT 4' 0-C. HEM/SILL CORNERS O I _ I I; I _. C �L----H===-11- .-- E :O _ b g ip iTT b Tj 0 7 // JI3IiL.. -=-n---- ----rr--- ii H 1f 11 II It II It 11 II ED tO CO II II __TI____ _N___ = 11 11 11 It tl -II- 117 1 II R _ 71 it I 32 :I 3/8' c _ 48 1 /8' D.L. OPG. 37 3/16' D. L. OPG. :n MUNTINS FACE APPLIED) 8E USED TYPICAL ELEVATIONS TESTED UNITS SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 4 & 5. 8' MAX. HEAD/SILL CORNERS (2) ADDL. ANCHORS SEE CHART ON SHEET 4 D.L OPG. 96' WINDOW WIDTH 48 3/16' VENT WIDTH (4) ANCHORS ((1-AT MTG. STILE ENDS J AT 4' 0.C. FALSE MUN11NS (SURFACESAPPLIED) MAY BE U THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. 0R HORIZ. ROWNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH: EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (RUNS), 1BY OR 26Y WOW BUCKS & BUCK FASTENERS 8Y OTHERS, MUST BE DESIGNED AND INSTALLED ADEOUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. - - ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER iletlIq S. SRECIFIgl EEBEDMK TO BASE MATERIAL SHAD. BE NEYDND Y ES NG•)T( jTU CO• • A LOAD DURATION I (CREASE IS WSED IN•DE91GN VOF IMCMOR� INTO WOOD ONLY. ALL SHIMS TO BE H &MPACT, ! ••NOfiir A ALIIC NIND LON<COMPR`SSIBLE. MATERIALS INCLUDB1C ',BUT mto 'MITE& STEtL/ME}AL !CROWS, 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 SPECS Pfy)jEST. i.e. UFO SAFETY OF THIS mDUCT, (ADEQUACY OF STRUCTURE j1ECjMNG 'THIS PROIY)CT•AND SEOUNG mow* 011ENI G FOR WATER INFILTRAOONJtESISyWCE ETC• • • • • • CONDMONS NOT SHOWN ly THIS•DRAVO NO AFSc TO BF• ANAL(ZjD OEPAQATELY, AND TO BE REIEWF I BY (OOILDING OFFlQIAL.• • • • • MANUFACTURER'S LABEL SIRALL 8E LEQ#LD OPPA RFADII} SISIBI.E LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABEUNG TO COMPLY WITH SECTION 1709.9.2. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 4100 • • A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PRONGED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AROKTECT WHICH 01 BECOME THE ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND W40 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 SHILL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWRf04- FOR !AMEN. - D-THS P.E.D. SHM. BEAR THE DATE fN0 ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 8CORD THAT PREPARED IT. FL #20359 ```�1111111/ l7. ;,01AI.- \`r 111111yT Sealed: 1/12/2018 10 B Y a b 522 G 9 drawing no. W16-26 sheet 1 of 10 111 7/8" 6" MAX. HEAD/SILL CORNERS WINDOW WIDTH (4) ANCHORS MTG. STILE ENDS AT 4' O.C. (1 1 11 ;j ! I %/ it Ili ,1=r : l l %/ �ili Q _ II 11 II It _ ,t i1 — I 6 ., =-.. FALSE MUNTINS (SURFACE APPLIED) MAY 8E USED ^o 32 3/8" D.L. OPG. 37 3/16" VENT WIDTH 32 3/8' D.L OPG. 127 5/8' 32 3/8' D.L. OPG. 37 3/16" VENT WIDTH WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS AT 4 •. D.L OPG. I V n 1 t 1 I l 1! I_ /' /' i� I it II ' II 1 1 11 1 II II ///'' 11 t ==fit �C__ // O II II •/ ./ It •/ tl _ II i I I -0 II II I II 4 u _ II II n 0 o II 0 n = ' 'I 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED • • —•-•• • • • • • •• • • • • ••• •• • • • •• 32 3/8' 48 1/8' ♦ D.L OPG. 37 3/16" VENT WIDTH L. OPG 8" D.L. OPG. • 37 3/16' • VENT WIDTH • S •o • • • • • • •• •• • •'o V • • • • •• •• • •• •• •• • ••• •• •• • •• • • • • • • • • • • TOPICAL. Si IkATIOMF TESTED UNITS FL #2 0 35 9 • • • • • • • 000 • • • • • • • • • • • • • 0** • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • ``/1111111 "f'/i \ScEN9F '• Q �, No. 70592 ,ems.. -• DI..',��'•� oNAI �.s. Sealed: 1/12/2018 7 ce x 8 a 0 8 a ww O M 8 co �wY LJTD - W zoo .o 1 8 drawing no. W16-26 sheet 2 of 10 rc 1/8" HEA GLASS .090" Interlayer Trosifol PVB By 'Kuraroy Arne 1/8" HEAT St N m 0 SILICONE DOW 795 AT 1/4 WIDER T 1/8" TEMP. GLASS S !� GLASS Inc. GLASS ON LJTES 38" ONLY 1/4" MR SPACE 1/8" HEAT STREN'D. GLASS .090" Interfoyer Trosifol PVB By 'Kuraroy America, Inc.' 3/18" HEAT STREN'D. GLASS 3/18" HEAT STREN'D. GLASS .090" Interloyer .090" Interloyer Trosifol PVB SentryGlos By 'Kuraroy Americo, Inc.' By 'Kuraroy Americo, Inc.' 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS SILICONE DOW 795 AT 1/4 POINTS ON UTES WIDER THAN 38" ONLY GLASS TYPE `8' 7/15" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D. OA S .090" Interloyer Trosifol PVB By 'Kuraray Americo, Inc.' 1/8' HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS SILICONE DOW 795 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' -- 11/18" OVERALL INSUL LAM. CLASS SIUCONE DOW 795 AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 7/8" OVERALL INSUL. LAM. CLASS GLAZING OPTIONS 1/4" AIR SPACE CONSISTING 0F: 'DURASEAL' EDGE SEAL SYSTEM BY 'OUANEX' a SIUCONE DOW 795 AT 1/4 POINTS ON UTES WIDER THAN 38" ONLY GLASS TYPE 'C' 7/18" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE r-- 3/16" HEAT STREN'D. GLASS 090' Interlayer I— SentryGlas By 'Kuraroy Americo, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW 795 AT 1/4 POINTS ALL SIZES GL4E TYPE 'CI' — 7/8" OVERALL INSUL LAM. GLASS •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • •• • FL #20359 `1tlutt\ No. 70592 OR1Of`: rift 1111N11 Z O F W 4 HORIZ. ROWNG drawing no. W16-26 sheet 3 of 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Sealed: 1 /12/2018 DESIGN LOAD CAPACITY - PSF (X0 0R OX SIZES) FRAME DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES B' & 'B1' GLASS TYPES 'C' & 'Cl' WIDTH H0GHI' EXT.(+) INT.(-) EXT.(+) ow.(-) EXT.(+) INT.(-) 28-1/2' 37" 53-1/8' 63' 74" 84' 96' 80.0 80.0 80.0 80.0 80.0 80.0 28" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 96" 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 80.0 80.0 90.0 90.0 140.0 140.0 80.0 80.0 80.0 80.0 90.0 90.0 140.0 140.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 140.0 140.0 140,0 140.0 140.0 140.0 140.0 26-1/2' 96- 28-1 /2' 53-1/8" 74' 84' 96' 80.0 80.0 80.0 80.0 90.0 140.0 �80.0 84.0 n 50-5J8' 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 140.0 140.0 800 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 138.7 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 121.4 140.0 140.0 140.0 140.0 126.5 111.5 97.5 28-1/2' 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 90.0 140.0 74' 84" 96" 63" 90.0 140.0 90.0 132.7 90.0 125.0 1! DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & '81' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) EXT.(+) INT.(-) 24" 36" 48" 60' 72" 84' 96" 24" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 40.0 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 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 24' 38' 48" 60' 72' 84" 96" 36" 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 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 90.0 140.0 24' 36" 48" 60" 72" 84" 96' 48" 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 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 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 80.0 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' 60" 72" 84' 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 (X0 OR OX SIZES) DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) FRAME DIMS. CLASS TYPES B' & 'B1' GLASS TYPES C' & 'CI' FRAME DIMS. GLASS TYPES B' & 'B1' CLASS TYPES 'C' & 'CI' W10114 HEIGHT EXT.(+) 94T.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 55-1/2" 79-11/16' 83-1/4' 94-1/4" 26" 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 55-1/2' 79-11/16" 83-1/4" 94-1/4' 38-3/8" 80.0 80.0 90.0 140.0 54' 63' 72" 81' 90' 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 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 90.0 140.0 55-1/2" 83-1/4" 50-5/8" 80.0 80.0 90.0 140.0 80.0 80.0 20.0 140.0 90" 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 80.0 80.0 90.0 140.0 80.0 60.0 90.0 140.0 80.0 80.0 90.0 121.4 63" 83-1/4" 80.0 80.0 90.0 1400 80.0 80.0 90.0 111.5 80.0 80.0 90.0 97.5 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 130.0 80.0 90.0 140.0 COMP -ANL\W16-26MG 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 70.9 98.5 80.0 80.0 90.0 140.0 84" 90.0 90.0 90.0 140.0 140.0 128.0 TING VENTS TO BE 1 /2 OF THE WIND° WIDTH 72" 81" 60" 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 90.0 117.0 90.0 102.4 54" 72" 80.0 80.0 90.0 140.0 80.0 80.0 80.8 80.0 80.0 69.4 98.4 61.9 OPERATING VENTS TO BE 1 /4 TO 1 /3 OF THE WINDOW W1071.1 85.9 (305) 470-8285 cc LAI g 1- co 1 2. -13 • • • DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 Sealed: 1/12/2018 drawing no. DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES '8' & 'BC GLASS TYPES 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXr.(+) INT.(-) 74' 106-1/4' 111' 126' 28" 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 60.0 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 90.0 140.0 80.0 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" 108-1/4" 111 ° 126" 63" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 129.0 80.0 80.0 90.0 125.7 80.0 80.0 - - 74" 106-1/4" 111" 126' 74' 60.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. 6' & '111' 'C & 'Cl.' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 80.0 80.0 90.0 140.0 84• 804 80.0 90.0 140.0 96" 24' 80.0 80.0 90.0 140.0 108' 80.0 80.0 90.0 140.0 120' 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84' 80.0 80.0 90.0 140.0 96' 36' 80.0 80.0 90.0 140,0 106" 80.0 80.0 90.0 140.0 120' 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140,0 84' 60.0 80.0 90.0 140.0 96' 48' 80.0 80.0 90.0 140.0 108' 80.0 80.0 90.0 140.0 120' 80.0 80.0 90.0 140.0 72' 80.0 80.0 90.0 140.0 84' 80.0 80.0 90.0 140.0 96" 60" 80.0 80.0 90.0 140.0 108' 80.0 80.0 90.0 136.5 120' 80.0 MO - - 72' 80.0 80.0 - - 64' 60.0 80.0 - - 98' 72' 80.0 80.0 - - 108' 80.0 80.0 - - 120' 80.0 80.0 - - ti (1/3W) (1/3W) (1/3W) 11 C - OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH ' X0X' DESIGN LOAD CAPACITY - PSF (XOX. SIZES) - GLASS TYPES GLASS TYPES FRAME DIMS. 8' & '131' 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) 74" 80.0 80.0 90.0 140.0 106-1/4' 26" 80.0 80.0 90.0 140.0 111' 80.0 80.0 90.0 140.0 126' 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 106-1/4' 36-3/8" 80.0 80.0 90.0 140.0 111" 80.0 80.0 90.0 140.0 126' 80.0 80.0 - - 74' 80.0 80.0 90.0 140.0 106-1/4" .. -(ice - - it 80.0 80.0 - - 126' 80.0 80.0 - - 74" 80.0 80.0 90.0 140.0 108-1 /4' 63' 80.0 60.0 - - 111" 80.0 80.0 - - 74' 80.0 80.0 - - 106-1/4" 74" 80.0 80.0 - - • •• ••• • • DESIGN LOAD CAPACITY - PSF (X0X SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. 'B' & '81' 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) !NM-) 72" 80.0 80.0 90.0 140.0 84' 80.0 80.0 90.0 140.0 96" 24" 80.0 80.0 90.0 140.0 108' 80.0 80.0 90.0 140.0 120' 80.0 80.0 90.0 140.0 72" 60.0 80.0 90.0 140.0 84' 80.0 80.0 90.0 140.0 96" 36" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 72' 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96' 46" 80.0 80.0 - - 108' 60.0 80.0 - - no- 60.0 80.0 - - 72" 80.0 80.0 - - 84' 80.0 80.0 - _ 98• 60" 80.0 80.0 - - 106' 80.0 80.0 - - 120' 80.0 80.0 - - n• 80.0 80.0 - - 84' 72, 80,0 80.0 - - 96" 80.0 80.0 - - 108" 80.0 80.0 - - • • • •• • • • • • • • • •• ••• •• • • • •• NOTE;• • • • • • GLASS CAPACITIES ON THIS SHEUT ARE • •• • BASED ON ASTM E1300-09 (3• GUr) • • AND FLORIDA BUILDING COMMISSIQp1 • • • • DECLARATORY STATEMENT DCA05-DEC-219 'XOX' ••• • • • • • • • • • • • • • • •• • • • • • • • • •• • FL #20359 `A111 I( 111,v �777SiaNA1� EAR. Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • to U c cc .o ,b. drawing no. W16-26 sheet 5 of 10 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 1" 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. • • • • • • • • • • • • • • • • •• •• • • • • • • • it • • • • • • ••• • • • • • • • • • • • • • • • • •• •• WOOD BUCKS MUST SUSTAIN LOADS AND TRANSFER TIM• TYPICAL ANCHORS SEE ELEV. FOR SPACING ETAL STRUCTURE NOT BY MR. GLASS D BY GLAZING SYSTEM E :- DING STRUCTURE. ICAL ANCHORS: SEE ELEV. •' SPACING r1 /4" DIM. l ll TRA(LON RYA C()• (Fu=177 . , Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STR •'ES 1-1/2" MIN. PENETRATION INTO WOOD (H /SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/'LL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS —1/2" MIN. EMBED INTO CONCRETE (HEAD ILL/JAMBS) 1— 4" MIN. EMBED INTO BLOCKS (JAMB DRILLING SC- a. GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 K51 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRTRCAL EDGE DISTANQ INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. — CONCRETE AT HEAD, SILL OR JAMBS re - 3000 PSI MIN, C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 P51 MIN. FL #20359 Sealed: 1 /12/2018 b -6 drawing no. W16-26 1 /4' MAX. SHIM TYPICAL ANCHORS L SEE ELEV. FOR SPACING 1/4' MAX. SHIM METAL STRUCTURE / TYPICAL ANCHORS '— SEE ELEV. FOR SPACING VENT WIDTH ©£® o in. D.LO. O I� VENT WIDTH EXTERIOR WINDOW WIDTH XO LAYOUT 0X OPPOSITE OPTIONAL To SPRING LATCH OPTIONAL TO SPRING LATCH XOX LAYOUT • 1/4' MAX. SHIMS TYPICAL. ANCHORS SEE ELEV. FOR SPACING 1- 1/4' 1/4' MAX. SHIMS D.LO ..,.........._. _ li_ I. mai .._......._ r— •• ••• • • • • • • • • • • • •• • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • •• •• • ••• • • ••• • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #20359 TYPICAL ANCHORS SEE ELEV. FOR SPACING ``lllti 1111111r///A, d lei ►+ss ••• ci N• AL �III11it, Sealed: 1 /12/2018 a 8 u u • ( drawing no. W 16-26 J (sheet 7 of 10) ALT. �J ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TVPICAI. ANCHORS SEE ELEV. FOR SPACING A EDGE MST. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • • • • • • • • • • • • • .• • • • • INSTALLATIQN DETAILS WITH FLUSH FRAME ADAPTER 1/4 MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • 000 • • • • 000 • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #20359 Sealed: 1/12/2018 2 0 z MG-300 ALUM HORIZ. ROLLING (sheet 8 of 10j 3.188 2.313 2.848 .082 1.189- 1 FRAME HEAD 1.502 .621 1.189 .062 TYP. 1.498 0 VENT TOP/BOTTOM RAIL 2.910 --1.189-1 .949 3.074 .078 2,848 FRAME SILL .062 TYP. 2.538 JAMB STILE 1.189 VENT INTERLOCK ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPWER/REMARXS 1 MG203 1 FRAME HEAD 6083-78 - 2 MG301 1 FRAME SILL 6083-76 - 3 MG302 1 SILL TRACK INSERT 6063-T8 - 4 MG303 AS REOD. FRAME JAMB 6063-T6 - 5 MG212 AS RE00. FLUSH FRAME ADAPTER 6063-76 - 6 MG204 1/ VENT FIXED MTG. RAIL 6063-76 - 7 140205 1/ VENT VENT INTERLOCK 6063-T6 - e M0304 1/ VENT JAMB STILE 6063-76 - 9 MG207 2/ VENT TOP ANO BOTTOM RAIL 6063-T6 - 10 MG208 AS REOD. GLAZING BEAD (5/18" GLASS) 6063-76 - 10A 14G209 AS REGD. GLAZING BEAD (7/16" GLASS) 6063-78 - 10B MG210 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 13 MG305 AS RTEOD. ADD -ON SILL RISER 6063-16 - 14 MG321 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 MG322 2/ VENT ROLLER BRASS - 16 MG323 2/ VENT ROLLER PIN ST. STEEL - 17 /10 X 1" AS RE00. 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 REOD. FIN SEAL W'STRIPPING - ULTRAFAB 22 E202 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4" FROM EACH END ZAMAK SUIINAN & ASSOC. 24A B8 X 5/8" 2/ LATCH LATCH INST. SCREW ST. s *.FJ FH SMS 25 MG211 2/ VENT SPRING LOADS) LATCH 6053-76 ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - 26 - 2/ WOW. HI -FLOW WEEPER - PREFERRED ENGINEERING PROOUCTS 27 - 1/ VENT 5/18" BOX SCREEN - OPTIONAL 28 - AS RE00. SILL INSERT. 2 LONG 6063-T6 AT MTG. STILE LOCATION 29 - AS RE00. SETTING BLOCK AT 1/4 POINTS EPOM DUROMETER 80±5 SHORE A 2 .062 .528 1.345 SILL TRACK 1.961 2.848 .062 TYP. 2,974 --I 1.000 .876 L FRAME JAMB .062 .660 .188 13 ADD -ON SILL RISER FIXED MTG. RAIL 25 SPRING LOADED LATCH 2.786 .500 I i s72 .062 •• Q FLUSH FRAME ADAPTER • -.125 1.00 • • • • • • •• •• • i-• • • • • • • . • • • 28 • •Silt INSERt • .. • 1583 r .781 1 .865 .7a • 0 • • ,865 • 7s1• `• E6 • 1_ L;_ . • • • • • . •1 • • •• . •• I •• • • FL1.096.. • Il1.09 • • .096 -1 • • • 70 ® . • • • • ® • •. . GLAZING BEADS r_.134 .458 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • No.7'0592 %, Sealed: 1/12/2018 b N O • m tf,q gioqi Rig d CogvLL g Oota <mg .1. Q wm8 c • - y 0 ° a 9 drawing no. W16-26] (sheet 9 of 103 VENT TOP/BOTTOM CORNER FIXED MTG. RAIL CORNER FRAME TOP CORNER • • ER44E ItjTOM CORNER •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • ••• • •• • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #20359 ONAL l/illl\�l Sealed: 1 /12/2018 drawing no. W16-26 sheet 10 of 10 M-IAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy M IAM I•DADE COUNTY j_ v14 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80th Street Medley, FI. 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In. Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, themanufacturer 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.$>;oduct Control Section that this product or material fails to meet . e re • nts of the app4icabl .building co& • This product is approved as described herein, . . s been designed t. comply with•ttie•F1oricla rijding • • Code, includingthe High Velocity Hurricane one. • • • • • • DESCRIPTION:. Series "ECO—Guard V pped"'Aluminum Tube Mull on — L.l�i,T • • • APPROVAL DOCUMENT: Drawing o..M14-01 Rev. A, Series ti ed "Ahui hri n•Tube:4V4ellion", • sheets 1 through 9 of 9, dated 05/19/14 • h the latest revision da -• 11/15/17, .pf * red by.41--ooq • Corporation, signed and sealed by Javad Ahma., ' e Miami —Dade etunfy Produ&"Control Section Revision stamp with the Notice of Acceptance nu an. •'ration date.by the Miami -Dade . • County Product Control Section.• • • • •• • MISSILE IMPACT RATING: Large nd Small ..sile Impact Resis t • • • • • • • •.• • LABELING: Each unit shall bear a pe anent I with the ma '. cturer's name or logo, city: state. series, and following.. statement: "Miami— e Cou Pro. ' ontrol Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after : renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0529.16 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed. by Jorge M. Plasencia, P. E. A No. 17- Expiration�te: October 23, 2019 Approval ate: February 22, 20 ge Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0529.16 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Cand A3• Font, P. E. • .... • • . • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201• �94 •. • • • : •• • • 2) Cyclic Wind Pressure Loading per FBC, Tr A93,• —94 . • along with marked —up drawings and installation di Aram of .a •slipped• elumiinum• • mullion at a fixed window/ a single hung window, prepared by Hurricane Lngi'cieering . . & Testing, Inc., Test Reports No.'s HETI-08-21.92B and FIF2T408-21b6r,: both dated 01/15/09, signed and sealed by Candido F. Font, P. E. .• 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : • : 2) Uniform Static Air Pressure Test, Loading ppr F,Bc, TAS L02-94 • 3) Water Resistance Test, per FBC, TAS 202-94 • • .• • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94. . along with marked —up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, .complying with FBC-2010 and FBC 5th Edition (201.4), prepared by Al—Farooq Corporation, dated 05/05/14, 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. None. E-1 Jorge M. Plasencia, P. E. P duct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 • • G. OTHERS 1. None. 2. NEW EVIDENCE SUBMITTED Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and .complying with FBC-2010 and FBC Ste Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s H:ETI-08-2192A, HETI-08 2192B, HETI-08-2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P. E. •• • • • • •• • • • • • • • • • •• • • • •••• •• • • • • • • • • • •• •• A. DRAWINGS • • • • • • • 1. Drawing No. M14-01 Rev. A, Series titled "Aluminum Tufie Mullion'',%hets 1 • • • through 9 of 9, dated 05/19/14 with the latest revision dated 11/!5/27:prep3red by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. : •. • B. TESTS 1. None. C. CALCULATIONS 1. Structural analysis, complying with FBC 6th Corporation, dated 11/30/17, signed and seale •• • .• • • • ••• • ared by Al—Farooq . E. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-2 orge M. Plasencia, P. E. Prods ct Control. Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019. Approval Date: February 22, 2018 • •• • , Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, issued by A1—Farooq Corporation, dated 11/14/17, signed and sealed by Javad Ahmad, P. E_ G. OTHERS 1. This NOA revises NOA #14-0529.16, expiring on 10/23/19. .• .. • • • • .... • .. • .. • •••• • • .. • • • • •••• .. • • • • • • • •••• • .. • • • ••• •• . ...... . • • • • ..• • • • • • . ..• •• • . • .. Jorge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 20.19 Approval Date: February 22, 2018 E-3 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDTT10N) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE, WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 18Y 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 8E CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER-W1NUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. ALL. SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO SIELL/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 SEAUNG MOUND OPENING FOR WATER INFILTRATION RESISTANCE ETC, CONDITIONS NOT SHOWN IN THS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL INSTRUCTIONS. USE C148,ATS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP STEP 4 STEP S DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MUWI-O9DE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. LISE CONNECTION TD NUWON AS PER PRODUCT APPROVAL USING CHARTS ON 5e1Ei1 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ki STEP 1 ABOVE. L51NG ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STD. 1 ABOVE. II II II II 4.000 6.000 r I.— 2.000 ---i TYPICAL WINDOW FRAME TUBULAR SIPES ALLOY 6063-T6 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES N40 SPACING •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • 1;37 S d RV PRODUCT REVISED as complying with the Florida Bullding Code NOA-No. 17-1218.14 Expiration Date 10/23/2019 61 IAfa �rotluct Control T TYPICAL GLAZING PRODUCT 4.000 I— I- (.0 cc 17) r1 0 'ry Z3`°° OoJo"�! JI LLL5 1 7 ^1 drawing no. M 14-01 [sheet 1 of 9 • • • • • • • • • • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • • • • • • 1.000 i .125 -.125 IX = .9502 Pt\4 Sx ..6335 INV 1 X 3 STD. MULLION 60E3-T8 4.000 1:•• Ef.125 -.123 IX - 2.0374 17'\4 Sx - 1.0187 5/\3 1 X 4 STf1, MUI LION 5063-TB +' 1.000 .375 -.125 3.000 .375 IY • 1.538 IN\4 Sx . 1.0254 8:\3 1 X 3 CUSTOM MULUON 6063-T6 4.000 375 i__ .375 -.125 Iz • 3.1878 IN\4 Sx . 1.5939 IN\3 1 X 4 CUSTOM MUWON 6063-76 4.000 r--2.o00--1 ,2s. - 4 x 1.4881 81 2 X 4 STD. MULLION 6063-T6 -.125 2.000 2.000 1/2' MIN. ANGLE CUP 6063-T6 --( .716 )-- .125 4 TYP. 1 2.125 4 -1 5.500 MULLION CUP 6063-T6 r-1.718 -y .125 2125 5.500 N0Tp{• • • • • • OPTIMAL i M. . • • • • • �j • • i- • • • • • • •• • • • ••• AX'• 7 • • •• UN. • • • • • • • • • • • • • • • • • • • . . . • . ••• • MtJLU :CL 2 • • •• • • 606l3•T4 • • • • • • • • • • • • • 6.000 1°®- i.125 Iz = 8.2757 IN\4 SS = 2-7586 IN\3 2. X 6 STD. MUWON 8083-76 8.000 r-2.000 _F.250 01 • 15.2031 w\4 Sx o 5.0677 IN\3 2 X 6 HfAW MUWON 5063-T6 PRODUCT REVISED as complying with th. pbrfda Building Cod• Noa-no. 17-1218.14 Expiration Dabs 10!23/2019 (13 3 a U J Z J TUBE MUL •o� o a= 0 I �r ;111;1. drawing no. M14-01) (sheet 2 of g • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • 4 V , [mJ MULLION Mk4-01f.5W� DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBS MULLIONS) DESIGN LOAD CAPACITY -- PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 114 1X3 1X4 214 2X8 2X6 WINDOlf D0L5. 1X3 1X4 1113 114 2X4 216 2X8 WINDOW DIALS. 1X3 1X4 1X3 1X4 2X4 2X8 2X8 98079 (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIp7H (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. BEAVY WDTN (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY AL-FAROOQ CORPORATION ENGINEERS d PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FIORE)* 33173 (C.A.N. 959e) TEL (305) 264 3 00 FAX. (305) 262697S 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 75.3 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 59.9 56.0 120.0 120.0 28-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 28-1/2" 54.3 103.4 88.0 120.0 120.0 120.0 120.0 26-1/2" - - - 43.2 40.4 110.9 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30- 48.0 91.3 77.7 120.0 120.0 120.0 120.0 30' - - - 38.2 35.7 97.9 120.0 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 38.9 74.0 63.0 111.9 116.3 120.0 120.0 37" - - - 30.9 28.9 79.4 120.0 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 343 652 55.5 98.6 1024 120.0 120.0 42' - - - 27.3 25.5 69.9 120.0 48' 33-3/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 74-1/4" 30.0 57.1 48.6 88.3 89.6 120.0 120.0 48' 120- - - - 23A 22.3 612 111.8 54' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54" 26.7 50.7 432 76.7 79.7 120.0 120.0 54' - - - 21.2 - 54.4 99.4 60' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 60' 24.0 45.7 38.9 62.0 71.7 120.0 120.0 60" - - - - - 49.0 89.5 66' 102.3 120.0 120.0 120.0 120.0 120.0 120.0 66' 21.8 41.5 35.3 62.7 65.2 119.7 120.0 66" - - - - - 44.5 81.3 72' 93.8 120.0 120.8 120.0 120.0 120.0 120.0 72' - 38.0 32.4 57.5 59.7 109.7 120.0 72' - - - - - 40.5 74.6 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 52.0 110.6 84.2 120.0 120.0 120.0 120.0 19-1/8" - - - 45.0 42.0 116.8 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 37.5 79.8 60.8 120.0 117.7 120.0 120.0 26-1/2' - - - 32.5 30.3 84.3 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 33.2 70.5 53.7 106.3 104.0 120.0 120.0 30" - - - 28.7 26.8 74.5 120.0 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 26.9 57.2 43.5 85.2 84.3 120.0 120.0 37" - - - 23.2 21.7 60.4 110.8 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 23.7 50.4 38.3 76.0 74,3 120.0 120.0 42" - - - 20.5 - 53.2 97.6 48" 42' 116.8 120.0 120.0 120.0 120.0 120.0 120.0 48" $4• 20.7 44.1 33.5 66.5 65.0 120.0 120.0 48' 132' - - - - - 46.5 85.4- ALUMINUM TUBE MULLIONS [CO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, R. 33166 TEL. (305) 885-5290 FAX (305) 995-5902 54- 103.8 120.0 120.0 120.0 120.0 120.0 120.0 54" - 39.2 29.8 59.1 57.8 113.5 120.0 54" '- - - - - 41.4 75.9 60" 93.4 120.0 120.0 120.0 120.0 120.0 120.0 60' - 35.3 26.8 53.2 52.0 102.2 120.0 60' - - - - - 37.2 68.4 66" 84.9 120.0 120.0 120.0 120.0 120.0 120.0 66' - 32.1 24.4 48.3 47.3 929 120.0 66' - - - - - 33.8 82.1 72" 77.9 120.0 120,0 120.0 120.0 120.0 120.0 72' - 29.4 22.4 44.3 43.3 85.2 120.0 72' - - - - - 31.0 57.0 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 34.8 74.8 56.4 116.9 109.3 120.0 120.0 19-1/8" - - - 34.6 32.4 90.0 120.0 25-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 25.1 54.0 40.7 84.4 78.9 120.0 120.0 26-1/2" - - - 25.0 23.4 64.9 1192 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 22.2 47.7 36.0 74.5 69.7 120.0 120.0 30' - - - 22.1 20,6 57.4 105.3 37' 103.1 120.0 120.0 1120.0 120.0 120.0 120.0 37' - 38.7 29.2 60.4 I 56.5 120.0 120.0 37' - - - - - 46.5 85,4 42' 9013 120.0 120.0 120.0 120.0 120.0 120.0 42" - 34.1 25.7 53.2 1 48.8 110.9 120.0 42' - - - - - 41.0 75.2 48" 50-5/8" 79.5 120.0 120.0 120.0 120.0 120.0 120.0 48" 96' - 29.8 22.5 46.6 43.5 97.0 120.0 48- 144" - - - - - 33.8 65.8 54- 70.6 1125 111.8 120.0 120.0 -120.D 120.0 54' - 26.5 - , 41,4 38.7 882 120.0 54' - - - - - 31.9 58.5 80" 63.8 101.3 100.4 120.0 120.0 120.0 120.0 60' - 23.8 - 37.3 34.8 77.8 120.0 60' - - - - - 28.7 52.6 66" 57.8 92.1 91.3 120.0 120.0 120.0 120.0 66- - 21.7 - 33.9 31.7 70.8 120.0 66' - - - - - 26.1 47.9 72" 53.0 84.4 83.7 120.0 120.0 120.0 120.0 72" - - - 31.1 29.0 64.7 118.3 72' - - - - - 23.9 435 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-i/5" - - - 82.1 78.8 120.0 120.0 26-1/2' 89.0 120.0 1200 120.0 120,0 120.0 120.0 26-1/2' - - - 59.3 55.4 120.0 120.0 NODE LARCHES TO BE 1 SHAPE rHINBZONTAL MU 1Ll7R RECTANGU30" C 7 —` revisions: mCCI tS7.sscn_in_ ___=1 El- UPCATO) To orr FBC 1 .111.1111 j iill , 78.6 120.0 120.0 120.0 120,0 120.0 120.0 30' - - - 523 1 48.9 120.0 120.0 1032 120.0 120.0 120.0 37' - - - 424 39,7 98.7 120.0 37" 42" 63.7 56.1 104.3 91.9 90.9 120.0 120.0 120.0 120.0 120.0 42' - - - 37.4 35.0 . 87.0 120.0 MULLION �' 3' 48' 63 49.1 80.4 79.5 120.0 120.0 120.0 120.0 48' 108" - - - 327 30.6 76.1 120.0 VERT UWON MUU 54' 43,7 71.5 70.7 108.3 111.5 120.0 120.0 54' - - - 29.1 27.2 67,6 120.0 60" 39.3 64.3 63.6 97.5 1003 120A 120.0 60" - - - 26.2 24.5 60.9 111.3 GLAZING GL4Z1NG a 35.7 58.5 57.8 88.6 91.2 120.0 120.0 86" - - - 23.8 22.2 55.3 101.2 PRODUCT PRODUCT 01 �,88,�' 327 53.6 53.0 81.3 120.0 120.0 72' - - - 21.8 20.4 50.7 92.7 GL42fNG 11 GUZING 9RODua lII PRCdJCT `i V ALL LOADS ARE EXT.(±)/ANT.(-). i 1111 W1 1 W2 64LM111ON SPAN NOTE; •• • • • • • • • • •• MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • • �• \\tour 7� VERTICALLY OR HORIZONTALLY. \�c! Af/-77 (INTERPOLATION BETWEEN WIDTHS ALLOWED) • • • i i i • • • • • i • ��yW L[far '� • • • • • •• • 01/ACP¢ :U }IQI,1 ARRANGEMENTS si"... �\ WIDTH(W) W1 w2 PRODUCTcmyREVISED os w1th1 the Florida 2 2 h'g at e _, ; iY=_\'1 od NDA-No. 17-1218.14 - �- drowing no, M14-01 • • • • • • • • • • • • • • • • • • • • Expiration Oat 10/23/2019``-'>, -- STATES l/� MUI.1•IQN_S ••• .• • ••• • : x � -ato...... 'G.�• • • • • • • • • ��r47r7�OMVAL\\\` `` (sheet 3 of 9 ) Mlo rodoat Control • • • • • • • • • ' " • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �V \ [it - w W14DOA DHSS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 AS B2 B46 Bob YAM (W) 'MULL SPAN A2 A4 A8 B2 B44 B4b W10TH (W) MULL SPAN A2 A4 AB B2 B4a B4b AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 , MIAMI, FLORIDA 33173 (C.A.N. 3S38) TEL. (306) 2648100 FAX. (308) 26243978 MULLION\M14 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8' 97.9 120.0 120.0 627 90.4 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 120.0 45.3 65.2 90.6 30- 120.0 120.0 120.0 120.0 120.0 120.0 30' 100.8 120.0 120.0 84.8 93.1 120.0 30' 824 108.8 120.0 40.0 57.6 80.0 37' 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 52.4 75.5 104.8 37- 50.6 88.2 120.0 32.4 46.7 64.9 42' 120.0 120.0 120.0 89.3 120.0 120.0 42' 72.0 120.0 120.0 48.2 08.5 92.4 42' 44.6 77.7 116.6 28.6 41.1 57.1 48' 38-3/8' 120.0 120.0 120.0 78.2 112.6 120.0 48' 74-1/4' 63.0 109.9 120.0 40.4 58.2 80.8 48' 120' 39.0 68.0 1020 25.0 36.0 50.0 54' 1084 120.0 120.0 69.5 100.1 120.0 54' 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 222 32.0 44.4 80' 97.0 I 120.0 120.0 62.5 90.1 120.0 60' 50.4 87.9 120.0 32.3 46.5 64.6 80' 312 54.4 81.8 20.0 28.8 40.0 66' 88.7 120.0 120.0 S6.9 81.9 113.7 66' 45.8 79.9 119.9 29.4 42.3 58.8 66' 28.4 49.5 74.2 - .282 36.4 72' 81.3 120.0 120.0 52.1 75.0 1042 72' 42.0 732 109.9 26.9 38.6 53.9 72' 26.0 45.3 68.0 - 24.0 33.3 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8' 89.0 120.0 120.0 57.0 82.1 114.1 26-1/2' 120.0 120.0 120.0" 120.0 120.0 120.0 26-1/2' 100.9 120.0 120.0 64.7 93.2 120.0 28-1/2' 64.2 1120 120.0 412 59.3 82.3 30' 120.0 120.0 120.0 114.3 120.0 120.0 30' 89.1 120.0 120.0 57.1 82.3 114.3 30' 56.7 98.9 120.0 36.4 52.4 727 37' - 120.0 120.0 120.0 92.7 120.0 120.0 37' 723 120.0 120.0 46.3 68.7 92.7 37' 46.0 602 120.0 29.5 42.5 59.0 42' 120.0 1291) 120.0 51.8 117.6 120.0 • 42' 63.7 111.0 120.0 40.8 58.8 81.8 42" 40.5 70.6 106.0 26.0 37.4 51.9 48' 42' 111.4 120.0 120.0 71.4 102.9 120.0 48' 84" 55.7 97.1 120.0 35.7 51.4 71.4 48' 132" 35.5 81.8 927 227 32.7 45.5 ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, FL. 33166 TEL (305) 885-5299 FAX (305) 885-5902 54' 99.0 120.0 120.0 63.5 91.4 120.0 54' 49.5 06.3 1209 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 80` 09.1 120.0 120.0 57.1 823 114.3 60' 44.6 77.7 116.6 28.6 41.1 57.1 60' 28.4 49.5 74.2 - 26.2 36.4 66' 81.0 120.0 120.0 51.9 I 74.8 103.9 66' 40.5 70.6 108.0 26.0 37.4 I 51.9 66' 25.8 45.0 67.4 - 23.8 33.1 72' 74.3 120.0 120.0 47.6 88.6 95.2 72' 37.1 64.8 97.1 23.8 34.3 47.6 72' 23.6 41,2 61.8 - 21.8 30.3 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 78.4 1129 120.0 19-1/8' 81.8 120.0 120.0 523 75.3 104.8 25-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2' 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 589 1028 120.0 37.7 54.3 75.5 30' 120.0 120.0 120.0 94.8 120.0 120.0 30' 78.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 3313 48.0 66.7 37' 179.9 120.0 120.0 ' 76.9 110.7 120.0 37' 63.2 110.3 120.0 403 584 81.1 37' 422 733 110.3 27.0 38.9 54.1 42' 105.7 120.0 120.0 67.7 97.5 1 120.0 42' 55.7 97.1 120.0 35.7 51.4 71.4 42' 37.1 64.8 97.1 23.8 34.3 47.6 46' 50-5/8' 92.4 120.0 120.0 59.3 85.3 118.5 ea' 96- 48.8 85.0 120.0 31-3 45.0 625 48" 144' 325 56.7 85.0 20.8 30.0 41.7 54- 822 120.0 120.0 52.7 75.9 105.3 54' 43.3 75.8 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 26.7 37.0 60' 74.0 120.0 120.0 47.4 68.3 94.8 60' 39.0 68.0 102.0 25.0 36.0 50.0 60' 26.0 45.3 88.0 - 24.0 33.3 66" 672 117.2 12010 43.1 62.1 86.2 86- 35.5 61.8 92.7 22.7 32.7 45.5 65' 23.6 412 61.8 - 21.8 I 30.3 72' 61.6 107.5 120.0 39.5 56.9 79.0 72' 32.5 56.7 65.0 20.8 300 41.7 72' 21.7 37.8 56.7 - 20.0 27.8 19-1/8' 120.0 120.0 120.0 1193 120.0 120.0 19-1/8" 108.8 120.0 120.0 69.7 100.4 . 120.0 991)90 10 BE INSCRBiEO 26-1/2' 120.0 120.0 120.0 88.3 120.0 120.0 26-1/2' 783 120.0 120.0 50.3 72.5 100.E TYPICAL (-INSIDE RECTANOUM SHAPEJ " AN,_.; CCj 1 30" 118.9 120.0 12t111 762 109.7 120.0 30' 69.3 120.0 120.0 44.4 64,0 88.9 ANCHORS 1 HORIZONTAL MUWON c C C ' 2 96.4 120.0 120.0 61.8 ( 89.0 120.0 37'582 98.0 120.0 36.0 51.972.1 -_- 37' 42' 64.9 120.0 120.0 54.4 78.4 108.8 42' 49.5 86.3 120.0 31.7 45.7 63.5 r 'LAZING `" ,/ PRODUCT 3 48' 74.3 120.0 120.0 47.6 68.6 8S2 48' 108" 43.3 73.6 113.3 27.8 40.0 55.8 t VEAi1G�. I �. 54' V 86.0 115.1 120.0 42.3 61.0 84.7 54' 38.5 672 100.7 24.7 35.8 49.4 I NUWQV ---J'D. 60" 59.4 103.6 120.0 39.1 54.9 78.2 80' 34.7 60.4 90.7 222 32.0 44.4 GUZ1NG GLAZING A 54.0 94 120.0 34.6 49.9 69.3 BB' 31.5 54.9 82.4 202 29.1 40.4 PROOOCT PRODUCT 09L 1 72•RP 49.5 86.3 120,0 31.7 45.7 63.5 72' 28.9 50.4 75.6 - 26.7 i 37.0 CIA2WG OLA2940 PRODUCT PRODUCT LttpicA. , `v ALL LOADS ARE EXI.(+)/iNT.(-). ANCHOR5 ; �J `��77ff ' W1 AN 7+cNOR9 W2 4111_110H SPAN NOTE' WHIM ANY ANCHOR CONDMON SHOWN HEREIN MAY COVER • • • • • • • • • • • • TYPICAL MULLION ARRANGEMENTS LOCATIONS AT HEAD. SILL OR JAMB ENDS. • a c • • • 9. • • • • WIDTH (W) = WI + w2 \1t11i111II1IhhJ �A i. •,> `l ' A. '..' FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU • 2 ' %� ae ... (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • • • • • • • • • • • • PRODUCT REVISED /_ a5 cometyt� with the Florida - - Cod ,.- ., • • • • • • • • tioA-No• 0 17-1218.14• =, drawing no. • • • : • •.Extra�onPat•10/23/2019 TEOF :, •• • • • • • • • • • • • • • •it m raduc n ,AAJJ�J�Le111�`` sheet 4 of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 4100 • • TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) #14 SIAS t-3/4. 0.C. MIN. 4 PER CUP ANCHORS TYPE 'A2' TYPICAL. ANCHORS PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL jl4 SMS 1-3/4' 0.C. MIN. 2 PER ANISE TYPICAL ANCHORS TYPICAL ANCHORS 4 PER CUP (2 ON EACH W..NG) LFLGATING CLIP SNUG Fir 6150E MULL 2 PER ANGLE #I4 SISJ I-3/4• QC. MK 2 PER ANGLE OORNCiE\ \ /2 X 2 X 1/8' ALUM ANGLE 2 X 2 X t 6' *WU ANC •• • • • • • • • • •• • • • • •• • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TYPICAL ANCHORS: ANCHOP. TYPES SUBSTRATE YIN. EMBED. MIN. EDGE GIST. 1/4' DIA. ULTRACONS BY 'ELCO' (Fu-i77 HE. Fy-155 KSI) CONCRETE 1-3/4• 2_1/2• 1/4- DIP_ SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8- 3/4- CONCRETE - f'c - 3000 PSI MIN. METAL - 1/8' MIN. THK. STEEL Fy - 36 KSI MIN. l/8' MIN. THK. ALUMINUM (6083-T5 MIN.) ANCHORS MAY BE HEX 0R FLAT HEAD. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH AL1AJ-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT CR WATER -WHITE METHACRYLATE LACQUER PRODUCT REVISED as co with the Florida Building Code Noa.-Ate. 17-1218.14 �- Expiration Date 10/23/2019 By Mani • • • stet • t • ;EOF oRwR. , owing no. M14-01� sheet 5 of 9 I \\ 0 0 TYPICAL TYPICAL ANCHORS 6 PER CUP (3 ON EACH WING) /14 SMS 1-3/4' O.C. MIN. 8 PER CUP ANCHORS TYPE `A6' FLOATING CUP SNUG FR INSIDE MULL TYPICAL ANCHORS 3 PER ANGLE bONERE4E\� M� "U 114 SUS 1-3/4' O.C. Inc 3 PER ANGLE II II 1 II 1I II 11 II 2 X 2 X 1/8" u u1 ALUM ANGLE TYPICAL ANCHORS: ANCHOR 1TI ra I SUBSTRATE M:N. EMBED. !MIN. EDGE DIST. 1/4' DIA. ULTRACONS BY'ELCO' (Fu-177 KS!. Fy-155 K51) CONCRETE 1-3/4' 2-1/2" 1/4' DIA SELF ORIWNG SCREWS (GRADE 5 CP.S) METAL I I/8" 3/4' CONCRETE - f'c - 3000 PSI MIN. METAL = 1/8' MIN. TNK. STEEL Fy - 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FLAT HFAO. ALL CUPS AND ANGLES TO FR SNUG INTO 'TUBE MULLIONS. CUPS OR ANGLES CONNtLi tU DIRECTLY TO MASONRY TO BE PROTECTED WiT11 ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE ME HACRYIATE LACQUER. • • •• • • • • • • • • •• • • • • •. .•• •• • • . .. PRODUCT REVISED as complying wt h the Florida Building t,odv • • • • • • • • • • NOA-No. 17-1218.14 • • • • ••• • • �1Cplration Da - O/23/2019 \*%; • • • • • • • • • . . •• • . ••. • • • .• • . • • • . • • • • . • • iamp uct on • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • %O11111 it ATE CF IONPL1�``�� tir* Z mg� ceo Fxtar 004( 0.0g oetE 14, 4 az d• r m Crowing no, M14-01 (sheet 6 of 9 ) TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) #14 SMS 1-3/4' 0.C. MIN, 4 PER CLIP ANCHQRS TYPE `132' FLOATING CUP SNUG FIT INSIDE MULL TYPICAL ANCHORS 1 PER ANGLE %.4h\bgelu O ,MNINN=MOMIIIrNNN.NOMT #14 SM5 1-3/4' 0.C. MIN. 2 PER ANGLE 2 X 2 X I/8" ALUM ANGLE 3/8' MIN. m. 2 T/8' TYPICAL ANCHORS 4 PER CUP (2 ON EACN WING) 114 5M5 j I -3/4' D.C. MIN. J 4 PER CUP TYPICAL ANCHORS 2 PER ANGLE \/A\\ , \ !'I 1 \ f OR Bloc I ) t I it I I II FLOATING CUP -SNUG FIT INSIDE MULL / LI U I #14 SIAS] �i IL N 1-3/4' 0.C. M. Jr 2 PER ANGLE •• • • • • • • • • • • • • • • • _2 X 2 X 1/8' ALUM ANGLE • • •• •• • • • •• • • • •• TYPICAL ANCHORS: ANCHOR 'TYPES I SUBSTRATE I MIN. SIA8ED.IMN. GE DIST. 1/4 O44. ULTRACDNS BY •ELCO' (Fu-177 KSI• Fy-155 KSI) MASONRY 1-3/4" 2-1/2" WOOD 1-1/2' 1' WOOD r 2BY WOOD BUCKS 0R W00D STRUCTURE S.G. m 0.55 MIN. MASONRY s C-90 HOLLOW/FILLED BLOCK ern N 2000 PSI MIN. IBY OR 28Y WOOD BUCKS NOT 8Y ECO WINDOW MUSH SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER, THEM TO BUILDING STRUCTURE ANCHORS MAY BE HEX OR FLAT HEAD. PRODUCT REVISED as con,plyh. with the Florida building Cod• • • • • • • • • • NW4-No. 17-1218.14 TYPICAL ANCHORS TYPE `B4a' • • • • • • • • • • WW1311P•tton Da 0/23t2019 • • • •• • s •• • • • • •• • • • • by • • • • • • • •• Mifm • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• • • • ;Si 3 Q 2417 s•,, s, k)AIAlt; U N J m O iJ N 7 w '- !- w m cc 7 a Qco - n 1 Z Z 34 (3 z oQo t woo drawing no. M14-01 Sheet 7 of 9 TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) /14 SMS 1-3/4. 0.C. MIN. B PER CUP ANCHORS TYPE `B4b' TYPICAL ANCHORS 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4" 0.C. MIN. 3 PER ANGLE •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• FA1��dEK\ 2 X 2 X 1/5• ALUM ANGLE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy-155 K.S1) MASONRY 1-3/4" 2-1/2" WOOD 1-1/2• 1• WOOD - 23Y WOOD BUCKS OR W000 STRUCTURE S.G. m 0.55 MIN. MASONRY = C-SO HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN. IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING STmILM AND TRANSFER THEIR TO BUILDING STRUCTURE ANCHORS MAY BE HEX OR FLAT HEAD. PRODUCT REVISED as complying with the Florida Building Code NOa-No. 17.1218.14 Expiration pate 10/23/2019 BY MIamFD ct Control IE CF `l1l. 0 tot g 8od gags a c < =� urygi drawing no. M14-01j ,sheet 8 cf 9 ) '14 SMS SEE CHART FOR QUANTITIES TUBE MUWON 114 FH SITS 2/ SIDE I/8' THICK ALUM CHANNEL LENGTH TO FR SNUG INTO MUWON TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE-, —TUBE MUWON /14 FIT SMS I-1/2- O.C. MIN. SEE CHART FOR QUANTITIES -'I THIS SCREW CAN BE INSTALLED 81 OTHER DIRECTION 41• A #14 FH 5145 PER CUP 1' 0.C. MIN. I-3/4• X 2' X I/8' (FOR 28Y T'BE) / 3/4' X 2' X I/8' FOR (18Y TJBE)J AWM ANGLE CUT TO FT SNUG INSIDE T,4BE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. 4. MIN. EDGE DIS.'.MAN. CL TO CL SPACING ALUMINUM 5/8- I 1/2- • • •• • • • • • • • • •• • • • •• .•. •. . • • •. • • • • • • • • • • • • • • • • • f • • • • • • • • • u • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • •• • PRODUCT REVISED as complying with the Florida Building Code NOA-.No. 17-1218.14 Expiration Date 10/23/2019 By allarrocluct Control 011111111///Y�, S�:-• ucFNeF''•10 70592 _1 ATE OF C IOP/AL Ix„�� 'Him t111 y ro drawing no. M14-01I (sheet 9 of 9 ) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • 6/23/2018 Florida Building Code Online dbdai;) r OFFICE °FJHE ECRETARY 4, 11. BCIS Home I Log In I User Registration Product Approval USER: Public User Hot Topics I Submit Surcharge I Stats & Facts I Publications Product AQproval Menu > Product or AQplication Search > BQpiitdtion List > Application • ail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL26942 New 2017 Approved Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Augusto Arias 8120 NW 84th St Medley, FL 33166 (305) 470-8284 aarias@mrglasswindows.com Exterior Doors Swinging Exterior Door Assemblies Contact Us I BCIS Site Map I Links I Search • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • •• • • • • • • • • • • • • • • • • •. • • • •• • •• • • • • • Evaluation Report from a Florida Registered Architect oil Licensed Florida Professional Engineer f�) Evaluation Report - Hardcopy Received lavad Ahmad PE-70592 Keystone Certifications, Inc. 08/27/2025 Ammad Riaz, P.E. ( Validation Checklist - Hardcopy Received FL26942 RO COI SS - Mr Glass - Series 3000 Alum OS Door (L.MI) - SJ,42df Standard ASTM E1886 ASTM E1996 TAS-201 TAS-202 TAS-203 Year 2013 2014 1994 1994 1994 • baps://www.floridabuilding.org/pripr_app_dtl.aspx?param=wGEVXQwtDgsejA7AarRF%2byE7RDcdgVYeD1oTDO0GEV6ctiSrwLM9BNA%3d%3d 1/2 6/23/2018 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/19/2018 04/19/2018 04/27/2018 06/12/2018 Summary.off Products, ,_„_.J 'FL # Model, Number or Name Description 26942.1 Series 3000 Aluminum Outswing Entrance Door Large Impact resistant aluminum outswin ntrance door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-80 Other: See drawing 18-36F for span vs load combinations and installation details. I stallation Instructions - (Lfil DWG - Ralf rifled By: 7avad Ahmad PE # 70592 Cr ted by Independent Third Party: Yes Evalua FL26942 RO AE SS - Mr Glass - Series 3000 Alum OS Door .(LMI) - PAE.pdf Created by Independent Third Party: Yes !Next • • • • • • Contact Ug :: 2601 Blair Stone Rosgl Tallahassee FL 32399 phone: 850-487-;824 • • • • • • • • The State of Florida is an AA/EEO employer. $',pQyriaht 2007-7013 State of Florida :: Privacy Statement •: Accessibility Statement • Refund statement • • • Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to eLp��li;-Le£ords request•d, not send el ctronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 5 1 1395. *Pursuant ro Section 45 ?WW2), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with •r•e•riil address {{ Ivey Five one. Thd emailils • provided may be used for official communication with the licensee. However email addresses are public record. If you d• not wishato supplya personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a IicensleliRdEr Chapter 455, MI, please ciidctM ► T • Product Approval Accepts: Credit Card Safe seat l-11%\lF • • •• •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • ••• • hops://www.fforidabuilding.org/pr/pr_app_dtl.aspa?param=wGEVXQwtDgsejA7AarRF%2byE7RDcdOlYeD1oTDOOGEV6cUSrwLM9BNA%3d%3d 2/2 [-THESE DOORS ARE RATED FOR LARGE do SMALL MISSILE IMPACT.I I SHUTItMS ARE NOT REQUIRED. SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELRE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELRES COMBINATIONS SEE SHEET 4. LOWER VALUES FROM DOOR CAPACITY, SIDEUTE CAPACITY OR MUWON CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTLU 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 DETAILS AND INSTALLED PER MPNUF S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCRFASF IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 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. LABELING TO COMPLY WITH SECTION 1709.9.2. • 73/16' HEAT STREN'D. GLASS 090' Intorluyer -Troeifol PVB Br-'Mlutoray America, Inc.' \ j 3/16' HEN'0. GLASS \ \ f GLASS TYPE 'A' •• • • • • • • • • •• • • • •• • • •• • • • ••• • • SIUCONE DOWSIL 795 `3/16' TEMP. GLASS 73/8" AIR3/1 SPACE i t- B' HEAT STREN'D. GLASS \ - \ 090' Intedoyer \L t, \i By 'Iw aray America, Inc.' 0 3/16' HEAT STREN'D. GLASS SPACER ALUMINUM (6063-T5) GLASS TYPE 'Al SILICONE r DOWSIL 795 FL #26942 LIIIIE� • • • • • • • • • • • • 'A— CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND \AAA � 1 INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION ,1, '41'��'.. "/�Z�Q .1%,) I, PAGA NCO HE/SHE DOES NOT DEVIATE FROM. THE CONDITIONS DETAILED `` . ' 4w`EN -• �'!J I ON TN0 DOCUMENT. IB—MIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED !MVALID Ir j� • • ALTERED 81 ANT MEANS. 1^. • No. 70502 1 • • • i SITE SPECIFIC PROJECTS Rm. I BE PREPARED 61 A FLORIDA REGISTERED • • • I • ENGINEER DR ARCHITECT WNICH MU. BECOME THE ENGINEER OF RECORD (EO.R.) • • • • I • FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER t,i • • • USE OF THE P.E.C. ENGINEER Cr RECORD, ACTING AS A DELEGATED • • • • ENGINEER TO THE P.E.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVW. !S 0—THIS P.E.D. SHALL BEAR THE DATE AND ORGBIAL SEAL A.40 SIGNATURE OF I THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED a. • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • • • • n Z 9 3 w w m cr HIT — m cH M m co Z>-R i . O J Ice UJ r I t II i a� i l 45 I f 2!1 �1 rSr-�r -a ' '4 a� rdrowing no. i (sheet18-36F 1 of T0: tNd I`t SEALED 4/18/18 1/2" MAX. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 40 1/2" — DOOR FRAME WIDTH 38° MAX. DOOR OPNG. WIDTH 71 13 1/2' MAX. !: HEAD I "I SILL j 1 1 28 1/4° D.L. OPG. 38 9/16" LEAF WIDTH TYPICAL ELEVATION ( X ) NOTE: GI ASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 I n; 78 1/2' 3 1/2' MAX. HEAD/SILL CORNERS • 1.4 0 iJ m 0 DOOR FRAME WIDTH 76' MAX. DOOR OPNG. WIDTH HEAD & SILL ANCHORS AT STILE & MULLION ENDS-7 (4) AT 3" 0.C. 13 1/2' 1°.; :"-3_ / MAX. �1 HEAD °I I I ,___9 j SILL J y{ .I A. � , t 11/ j r I 11 1! ACTIVE I / , / INACTIVE ( 0 l '_ SURFACE APPLIED FALSE MUNTINS ORJ DECORATIVE GRILL MAY BE USED C 28 1/4" i 28 1/4' D.L. OPG. D.L. OPG. 38 9/16' LEAF WIDTH TYPICAL ELEVATION XX •••• • •es.• • • •• • MAV DESIGN LOAD RATING = + 80.0 �• • • • j (FOR SIZtS SHOWN ABDve 08 SMALLER) - 80.0 tF„ ` • • • • • • • •• • ••• • ••• • • •• • • • • • • • • ••'�: • • • • • �• • • • • • • • • • J,..,.--• • • • • • • • • • 000 • • • • ..• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 006 • • • 000 • • NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. GLASS D.LO. FORMULAE: D.I.O. WIDTH ,w FRAME WIDTH - 12.438' (X DOORS) (FRAME WIDTH - 22.0")/2 (XX DOORS) D.LO. HEIGHT = FRAME HEIGHT - 11.50" I-� `, '• .�: OR1Di ' FL #26942 .`.,!aNAL0,0 tI �� 61, II drawing n0. 18-36F ;sheet 2 Of 101 SEALED 4/18/18 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIOEUTES SIDELITE FRAME SIDELITE FRAME THOUT WITHOUT WIDTH HEIGHTREINFORCING INCHES INCHES EXT.(+) I 94T.(-) 24 80.0 i 80.0 30 80.0 ,jj 80.0 36 82 80.0 80.0 39 80.0 } 80.0 42 74.3 74.3 24 80.0 80.0 30 80.0 1 80.0 36 84 80.0 ; 80.0 39 80.0 i 80.0 42 74.3 ' 74.3 24 BOA 80.0 30 80.0 80.0 36 90 80.0 80.0 39 80.0 I 80.0 42 74.3 i 74.3 24 80.0 I 80.0 30 96 80.0 i 80.0 38 -^ 80.0 80.0 39 80.0 i 80.0 24 80.0 I 80.0 30 98 80.0 80.0 36 80.0 80.0 39 80.0 -r 80.0 r EXT. SIDEUTE FRAME WIDTH 3 1/2' MAX. HEAD/SILL CORNERS SURFACE APPUED FALSE MUNTINS OR__/ DECORATIVE GRILL MAY BE USED 39 1/16" MAX. SIDEUTE WIDTH 13 1/2" MAW(. 3• 1 HEAD �,(1 _4 1 Pi TYPICAL ELEVATION ( O ) STAND ALONE SIDEUTE GLASS D L 0 _DIMS D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.50" • • • • • • • • • • • • • D.L.O. WIDTH (SIDELITE) > FRAME WIDTH - 4.813" • • • • • • • • •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 • ••• • ••• • • •• • • • • •• •• • • •• •• • • • • • •• • • •• • • • • •• • • • • • • • • • • • • •• • t_• No.70 �s!FL #26942 '%r?At1`; 1:154 4611 if of '' a t i Pciff if. IU 2� I W R • N114 Fir I 1 + 1 o I 4jlk III If i , b Ig W T I drawing no. 18-36F sheet 3of 1 Q • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SEALED 4/18/18 DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIOELITE SIDEUTE WITHOUT WITH FRAME WIDTH FRAME HEIGHT REINFORCING REINFORCING INCHES INCHES EXT.(+) i INT.(-) EXT.(+) 1 94F.(-) 24 80.0 60.0 80.0 a 80.0 30 80.0 80.0 80.0 i 80.0 36 82 80.0 80.0 80,0 80.0 39 B0.0 80.0 80.0 ': 80.0 42 80.0 80.0 80.0 1 80.0 24 s0.o 80.0 80.0 80.0 30 80.0 80.0 80.0 80.0 36 84 80.0 80.0 80.0 80.0 39 80.0 ; 80.0 80.0 80.0 42 80.0 80.0 80.0 ! 80.0 24 80.0 80.0 80.0 ; 80.0 30 60.0 80.0 80.0 f 80.0 36 90 80.0 80.0 80.0 80.0 39 80.0 1 80.0 80.0 1 80.0 42 77.9 77.9 80.0 ; 80.0 24 80.0 80.0 80.0 80.0 30 96 80.0 80.0 80.0 80.0 36 75.5 75.5 80.0 80.0 39 69.7 69.7 60.0 1 80.0 24 80.0 I 80.0 80.0 ! 80.0 30 80.0 80.0 80.0 80.0 36 71.0 71.0 80.0 1 80.0 39 65.5 65.5 80.0 1 80.0 REINFORCING - AS REGO. / SEE CHART SIDEUTE FRAME WIDTH 1 DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITY SEE SHEET 3. FOR SIDELITE MULLION CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR. SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 39 1/18" MAX. SIDELITE WIDTH 3 3 1/2" MAX. I F HCORT ERS 'if J 13 1/2" ft MAX. 1 HEAD 1 SILL K\ 11 SURFACE APPUED !% FALSE MUNTINS OR DECORATIVE GRILL MAY 8E USED J1 34 1/4" D.L. OPG. •• ••• •• •• •• •• •• •• • • • • • • • • • •• ••• •• • • • •• 77 7/8" DOOR FRAME WIDTH 76" MAX. DOOR OPNG. WIDTH HEAD & SILL ANCHORS AT STILE & MUUJON ENDS (4) AT 3" O.C./ t iN -__JL C F \ \ ACTIVE \ 28 1/4" • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • D.L. OPG. li 41v II i I 1 If 1 / / / INACTIVE 28 1/4" D.L OPG. 38 9/16" LEAF WIDTH TYPICAL ELEVATION ( O-XX-O ) 39 1/16" MAX. SIDEUTE WIDTH I 1 ! ' 1 . !_ U ///� TI I I� 34 1/4" D.L OPG. 1 11 8� M SEALED 4/18/18 5/8" MIN. THROW BOLT PENETRATION EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS f FOR SPACING r� P OI of i Tsui.1 r ) (yi 22 W1 P 1i• , • EDGE DIST. ITVK.AL ANCHORS SEE ELEVATKNRS FOR SPACING EDGE DIST. tii 'y PROPERLY SECURED r1RY W000 BUCK TYPICAL ANCHORS L.-SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK 0R WOOD STRUCTURE SEE NOTE SHEET 1 EDGE I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTTRR NOT BY ECO WINDOWS! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM .D TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: Wt = 1/4" X 2" LONG WEEP S TS AT 8" ANO 31" FROM EACH END W2 = 1/4" X 2" LONG WEEP .LOTS AT 5" AND 31" FROM EAC END POURED & HARDENED HIGH STRENGTH GROUT fc = 5000 PSI MIN. NOT BY MR. GLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) •• ••• • • • • • •• • • .• • • • • ••• •• • • • • • • • • • • •• • • • • • • •• • • •• •• TYPICAL AANOHORS: SEE ELEV. FOR SPACI 1/4" DID—ULTRACON BY 'El CO' (Fu-177 KSI, Fy-1 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMB 1-3/4" MIN. EMBED INTO GROUT -FILLED B •' (JAMBS) (GRADE 5 CRS) INTO F.B.C. 1""•• 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) •411RAL DG.E•IRSTANCE • 1140 C01)CRT•?E ANO BLOCKS = 2-1/2" MIN. • INiro ;VOID STRUCTURE A. 1" MIN. • 00 j4r L y-TeL&CTURE = 3/4" MIN, WOOD AT MEAD. SILL OR JAMBS SC - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS fc = 3000 PSI MIN. • • i 0 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. •. • •.•• • • • • • • •• • • •• • • • • • • • • • • • • •• • EDGE DIST. METAL STRUCTURE • I TYPICAL ANCHORS L- SEE ELEVATIONS FOR SPACING ji F.B.C. APPROVED 1; CLIPPED MULLION I i SEE SEPARATE (APPROVAL I! ill L TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS ; -'G Al DP. FL #26942''sS;P„NA16Y0 2 �oro, 1 i t c� I �{�rlgl 11.#1' fig!. to 1f drawing no. 18-36F sheet 5 of 10' • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SFAI FF) 4/1R/1R 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING \ 61 METAL STRUCTURE SEE SPEC SHEET 5 1/4' MAX. .. SHIM .' TYPICAL ANCHORS SEE ELEV.',' FOR SPACING °, ACTIVE LEAF D.LO. LEAF WIDTH SINGLE DOOR FRAME WIDTH ACTIVE LEAF I 1/4• MAX. SHIM 23 1 ( 23 18A EXTERIOR D.LO. LEAF WIDTH I� I iij 7.1 C� 1BY WOOD DUCK • y. TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCKS SEE SHEET 8 FOR DESCRIPTION INACTIVE LEAF! 25 •• • • • 1 • • I • • • •• • •1 • .a • • • • • • .. • I. • . • • • LOOP TDTH • —rr rw• { • • • • • • • DOUBLE i _ _ a• • • • • • • ... . •.. . • • • . . . • . . . . • • • • • •. •• • . .• ...• . . .•.. • • •• • • • • • • • ..••••.•• EXT. EXT. ;F_ FL #26942 '!t��t�A;;,,,‘‘, 28Y WOOD BUCK OR W000 EE NOTE/SHEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING j DOOR DETAILS i .b1 Itsoci_{ I(, ;,I•� LLsj drawing no. • 1 18-36F [sheet 6 of 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SEALED 4/18/18 oI .EDGE pIST. EDGE DIST, TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING IOU PROPERLY SECURED /IBY WOOD BUCK f TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. SHIM .. • N TYPICAL ANCHORS / I SEE ELEV. • a FOR SPACING x POURED & HARDENED HIGH STRENGTH GROUT Yc m 5000 PSI MIN. /-- NOT BY MR CLASS / MUST TRANSFER SHEAR !i/ LOADS TO STRUCTURE LOAD BEARING (SOLD SHIMS OPTIONAL TO GROUT) I I3_ teA TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. 1/4" MAX. FOR SPACING \ -q SHIM 2 WOOD BUCK OR WOODSTRUCTURE SEE NOT( SHEET 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS --SEE ELEVATIONS FOR SPACING METAL EDGE STRUCTURE I TYPICAL ANCHORS - SEE ELEVATIONS FOR SPACING #12 X 1-I/2" TEKS OR SELF DRILUNG SCREWS AT 3-1/2" FROM ENDS AND 12" O.C. MAX. 1 F.B.C. APPROVED Ir CUPPED MULLION II SEE SEPARATE APPROVAL (i q ) EXTERIOR OPG. -__ ��'j i p LEAF WIDTH SIDELTTE FRAME WIDTH DOOR FRAME WIDTH 1/4" MAX. SHIM TYPICAL ANCHORS • • • SEIB ELN.� • • • • FIR SACI•G • •• • • • • •, • • • ••• • .• • • • • • • • • • .• O 2 • • • • V'^ .• • • • • •4 ieitX • • • • • ••EXT. • • • • ••• • •• 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. FRAME WIDTH • EXT. WOOD BUCK - \ TYPICAL ANCHORS SEE ELEV. FOR SPACING •\ - . 1/4" MAX. SHIM FL 11 11 11 II TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEALED 4/18/18 LOCKS: OPTION 41: ACTIVE LEAF. 3 POINT LOCK ASSEMBLY DL01-6065 BY 'INTERLOCK USA INC.' (1) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" D1A. BOLTS WITH 5/8" THROW (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAP 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. BOLTS WITH 5/8" THROW AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM DOOR HANDLES. SURFACE MOUNT METALLIC HANDLES AT 42-1/2' FROM BOTTOM FASTENED TO ACTIVE AND INACTIVE LEAF LOCK STILES WITH (2) 1/4-20 X 1-13/16' CONE HEAD MS (4) 1/4-20 X 5/16" SET SCREWS OPTION #2: ACTIVE LEAF' SURFACE BOLTS BY 'SULLNAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" AND 68" FROM BOTTOM FASTENED TO LOCK STILE WITH A8 X 3/4' FH MS (2) SCREWS PER BOLT INACTIVE LEAF CONCEALED FLUSH BOLTS 8Y 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 28" FROM TOP AND 12' FROM BOTTOM FASTENED TO LOCK STILE WITH /8 X 3/4" FH SMS (2) PER BOLT HILGES: 7-1/2" LONG ALUMINUM BUTT HINGES BY 'SULLNAN & ASSOC.' AT 8° FROM TOP AND BOTTOM AND ONE AT M10SPAN OF LEAF FASTENED TO FRAME WITH (6) 110 X 3/4" FH SELF DRIWNG SCREWS FASTENED TO LEAF WITH (5) #10 X 3/4" PH SELF DRILLING SCREWS SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. ITEM # PART / REQD. DESCRIPTION MATERLLL MANE./SUPPLIER/REMARKS E3008 AS RECD. DOOR FRAME HEAD/SILL 6063-T6 - 2 E1018 AS REDO. FRAME COVER 6063-T6 - 3 E3006 AS REDO. 000R FRAME JAMB 6063-T6 - 4 E3011 AS READ. SIDEUTE TOP & BOTTOM FRAME 6063-T6 - 5 E3007 AS READ. SMITE JAMB FEU. F 6063-T6 - 6 E3009 AS READ. SIDELITE JAMB MALE 6063-T6 - E3010 AS READ. SIDELITE SUP ON JAMB 8063-T3 - 8 E3001 AS RECO. LEAF TOP & BOTTOM RAIL 8063-T6 - 9 E3005 AS READ. LEAF "(STRIP ADAPTER 6063-T6 - 10 E3002 AS READ. HINGE STILE 6063-T6 - 11 E3003 AS REGD. LOCK STILE 6063-T6 - 12 E3004 AS RE00. ASTRAGAL 511LE 6063-T6 - 13 E3014 AS RECD. SNAP COVER 6063-T5 - 14 E3013 1 SIDEUTE MUWON REINFORCING 6063-T6 - 15 E3015 AS RECO. SHEAR BLOCK 6063-T6. 3" LONG 16 E3016 AS REDO. SHEAR BLACK NUT 6063-T6 3" LONG 16A E3016 2/ HINGE HINGE BACK-UP PLATE 6063-T6 18-1/2" LONG 0 FRAME. 4-3/4' LONG 0 LEAF 17 E9001 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - 17A E9002 AS READ. GLAZING BEAD (WSUL LAM. GLASS) 6063-T6 - 18 E3012 AS RECO. INTERMEDIATE HORIZONTAL 6063-T6 - 19 G30-01 I AS RECO. INTERIOR GLAZING SPACER SANTOPRENE DIAMETER 7015 SHORE A 20 G10-04 AS REM. EXTERIOR GLAZING GASKET SANTOPRENE OUROMETER 701-5 SHORE A 21 G30-02 AS RECO. DOUBLE FIN AIR SEAL WSTRPPINO SANTOPRENE DUROMETER 7055 SHORE A 22 W71325NK AS REQO. PILE "(STRIPPING WOOL ULTRAFAB 23 G10-05 AS REOD. BULB "(STRIPPING SANTOPRENE EPDM 24 - 2/ UTE SETTING BLOCK, 1/8" X 1" X 4" LONG EPOM AT 6" FROM EACH END, DUROMETER 8015 25 F107 3/ LEAF BUTT HINGES ALUMINUM SULLNAN & ASSOC. 25A /10 X 3/4" - HINGE INSTALLATION FASTENERS ST. STEEL FH 9/S 26 #12 X 1-1/2" AS READ. FRAME ASSEMBLY SCREWS ST. SIW. 11WH SINS 27 3/8 X 1' AS READ. SHEAR BLOCK FASTENERS ST. STEEL HEX SOCKET HEAD SCREWS 26 #12 X 1-1/2" AS RECD. SHEAR BLOCK FASTENERS 1 ST. STEEL MNH SINS •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• •••• • • •• • • • • •• • • • • ••• • •• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •a• • • 4s:,13 oof �!SS®ALAI �`;��/ FL #26942 (•-.i( :61, -, li z K 1- O 1n n N c o z ° O J R W I •.- Li'�T�40 4- �� f } '2,15 o I . i 1 , 141 6rowing no, r1-36F (sheet 8 of 10 SEALED 4/18/18 .10 .812 T- .080 2.012 -+{ (' 1YP. 4.000 1.589 (7) DOOR FRAME HEAD/SILL r' 4.000 Q .133 i r- 1 ^li 1.589 5.750 l .080I .098 1.813 (71 SIDELITE TOP & BOTTOM FRAME .090 TYP. 3.800 4.750 3.125 � kF -+-1.813--- Cs) LEAF TOP/BOTTOM RAIL .855 .950 'r- u GLAZING BEAD LAN. 01 &SS GLAZING BEAD 1NSUL U+A. GLASS 1.813 10 HINGE STILE (060 -1.638 -•- LEAF W'STRIP ADAPTER .736- r-tt .851 .063 4 - u SNAP COVER I ` 1.813 5.598 I I i I 2.241 .ofio rrP.- LOCK STILE 1.813 : ie INTERMEDIATE HORIZONTAL 241 .055 ( I-S -4.8401- 2) FRAME COVER --2.027 -^•� y I L.i 4.020 2.180 1.250 s DOOR FRAME JAMB 2.241 --- 5.598 - .080 T0P. 1.813 9 3.800 ----•t ,12 ASTRAGAL STILE 8 SHEAR BLOCK NUT HINGE BACK-UP PLATE 15 SHEAR BLOCK s j SIDELITE JAMB FEMALE ---2.524 .187 .100 i •• • • • • • • • 4.020 tr= • •• • • • • • 1.814 • I• • • •• • 1.484 SIDELITE JAMB MALE •• • • • • • • • • • 01 836 v- • • • • •__ 0 1 • • • •• •1 • • • • • •• •• • • •• .080 �. TlP. 4.020 . • • • •j • • • • • •1 • • • .. • • •. • • • • ♦••- •• (7) SIDELITE JAMB COVER s • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • 6 •• •• ••• • • • 000 • • 14 SIDELITE REINFORCING FL #26942 /r!n1n1fS% N wl 1,2 b 1 E�� JI `f1 iJ'.ryjl_ drawing no. 18-36F (sheet 9 of 10 SEALED 4/18/18 DOOR FRAME CORNER LEAF CORNER ••• • • • • • •• • • • • • •pl • • • • • • • • • • • •• ••• •• • • • •• • • • • • k i • • • • •• • • • • • o.„,....". •• • • • • • •• • • •• • • • I• • 4 • • • • • • • • • • • • • • SIDELITE FRAME CORNER iTiT GEN . N:Yifsfiei)" No. 70502 i=* 7:03 FL #26942 3 ; Li Z 0 - o 0 X lig l I ; I i ; 1 1 i;rz' 1111 ji 1111 11nn 1 1 1! 11 1 i411.1-11 °II :11 04'; t drawing no. 18-36F ,._heet 10 ofT0-1; • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 011 • • • SOS • • SEALED 4/18/18