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WS-12-20-2870, 10 NE 97th StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 10 NE 97TH ST, Miami Shores, FL 33138 1132060130800 Contacts KAREN RACEDO ASKARI Owner ALCO WINDOWS AND DOORS Contractor 10 NE 97 ST, MIAMI SHORES, FL 33138 LOREN FRAUTE 9395 SW 13 ST, Doral, FL 33172 Business: 888-877-2526 aura@aIcoimpact.com Mobile: 3058125412 Description: RETROFIT IMPACT 24 WINDOWS AND 6 DOORS Valuation: $ 44,846.22 Inspection Requests I F Total Sq Feet: 0.00 ¢ , rfi��y 4... Fees Amount Application Fee - Other $50.00 CCF $27.00 DBPR Fee $6.00 DCA Fee $4.00 Education Surcharge $9.00 Scanning Fee $15.00 Structural Review ($45) $45.00 Technology Fee $10.00 Windows/Shutters Fee $350.00 Total: $516.00 Payments Date Paid Amt Paid Total Fees $516.00 ,Check # 1123 12/11/2020 $50.00 Check # 1161 01/19/2021 $466.00 Amount Due: $0.00 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at hops://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that maybe found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. January 19, 2021 Page 1 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 10 NE 97TH ST, Miami Shores, FL 33138 1132060130800 Contacts KAREN RACEDO ASKARI Owner ALCO WINDOWS AND DOORS Contractor 10 NE 97 ST, MIAMI SHORES, FL 33138 LOREN FRAUTE 9395 SW 13 ST, Doral, FL 33172 Business: 888-877-2526 aura@alcoimpact.com Mobile: 3058125412 Description: RETROFIT IMPACT 24 WINDOWS AND 6 DOORS Valuation: $ 44,846.22 Insection Rec nests 43 { smlm�E Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $27.00 DBPR Fee $6.00 DCA Fee $4.00 Education Surcharge $9.00 Scanning Fee $15.00 Structural Review ($45) $45.00 Technology Fee $10.00 Windows/Shutters Fee $350.00 Total: $516.00 Payments Date Paid Amt Paid Total Fees $516.00 Check # 1123 12/11/2020 $50.00 Check # 1161 01/19/2021 $466.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the_ above named contractor to do the work stated. Authorized Signature: Owner / Applicant / / Agent Date January 19, 2021 Page 2 of 2 EIVED I Miami Shores Village Building Department BY 10050 N*E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 jF�BC 20�� BUILDING Master Permit No.Ws` a %" 6 PERMIT APPLICATION Sub Permit No. [�UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF F1 CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 O We q- S +YR&� City: Miami Shores County Miami Dade Zia: Folio/Parcel#: 11 _ N c(o- C),Bt)D Is the Building Historically Designated: Yes NO ' �— Occupancy Type: OWNER: Name (Fee Simple AAAr.— 10 iuF Load: y/Con�ssttpruction{MT�y�pe: ry Fl/�o/7/jood Zone: BFE:/y FIFE: 2 C fin[ p 1 rit�P�ln�r�Ori• vr,k" rK.w� 1 � (1 A, {, !� O nL _�.�Ja. - V6 Y.q 0(:,S City: H l ®►w►1 SV,ur-c- State: �L up: 343 13 05 Tenant/Lessee Name: Phone#: 3 uS- -% `f / — yl D 8 Email: CONTRACTOR: Company Name: A- 1 W t /i�Gl/�s ""'" !XJ L76 Phone#: Address: lzwlly City l.�/'r ..% i .��Stta`te• Zip. ��pI ?_�"' Qualifier Name W � t w� ' �1 Phone#: U�-n 26 State Certification or Registration #: C � 1 ✓2� J1 0" Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: Address: ,Q City: State: Zip: Value of Work for this Permit: $ y1 U4(p' 22 Square/Linear Footage of Work: Type of Work: ❑ Addition Id 1 Alteration ❑ New ❑ Repair/Replace ❑ Demolition 0 •, Description of Work: W i Mcis Specify color of color thru tile: Submittal Fee $yQD ' 0� Permit Fee $ Scanning Fee $ .Radon Fee $ Technology Fee $ Training/Educadon Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $25W, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. �C,1 rC Irl �C c2 c4a -�t�yt n Signaturev f� OWNER or AGENT 7m� rumentwas acknowledged beforee mm11e this O V - 20 W . by 1"Ca f"c*i S'Kfho k personally known to Signature ANTRACTOR The foregoing instrument was acknowledged before me this day of NO/' , 20 U , by L &krt-rI P;'&(A-R . who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print"``' ' Print: AJRA C 'Ai Notar P Seal: Commissi r GC Seal: 1 Y h+aCrmm Ex iris) It �9� CommissioraGr ;g,C ondF _. r ough � r my Comm x res ; 1 23, 2029 ,cal eorded thro ,h y ti sr. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 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 lx), 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;11/172014 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature 140 w r) K-(.c,Czkr' to chi i�tan 111"C-4,"e / Date Print Name OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-0800 Property Address: 10 NE 97 ST Miami Shores, FL 33138-2331 Owner KYAN MICHAEL ASKARI KAREN RACEDO ASKARI Mailing Address 10 NE 97 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area 3,680 Sq.Ft Living Area 3,274 Sq.Ft Adjusted Area 3,356 Sq.Ft Lot Size 12,350 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2020 2019 2018 Land Value $370,139 $370,139 $308,609 Building Value $233,578 $233,578 $233,578 XF Value $21,600 $21,772 $21,944 Market Value $625,317 $625,489 $564,131 Assessed Value $338,851 $331,233 $325,057 Benefits Information Benefit Type 2020 2019 2018 Save Our Homes Cap Assessment Reduction $286,466 $294,256 $239,074 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 10 & 11 BLK 6 LOT SIZE IRREGULAR OR 18870-3115 11 1999 6 Generated On: 9/26/2020 Taxable Value Information 2020 2019 2018 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $288,851 $281,233 $275,057 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $313,851 $306,233 $300,057 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $288,851 $281,233 $275,057 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $288,851 $281,233 $275,057 Sales Information OR Previous Price Book- Qualification Description Sale Page 07/31/2020 $715,000 32 38- Qual by exam of deed 2269 11/01/1999 $159,000 18870 Other disqualified 3115 04/01/1999 $0 18584- Sales which are disqualified as a result of 4391 examination of the deed 01/01/1999 $0 18443- Sales which are disqualified as a result of 0123 examination of the deed 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 Kyan Askari 352-870-8171 kyanaskari@gmail.com 10NE97ST Miami Shores, FL 33138 Attachments Download Specs Products and Services Description Mr. Glass Doors and Windows Impact Windows and Doors. Please click the "Download Specs" button under the Attachment section just above. This PDF will contain product specifications such as Frame Color, Glass Color, Hardware Options, Grid Options, Configuration of Systems ...etc LEAD TIMES IS 10-14 WEEKS Permit Processing (Excludes City/Governmental Fees) Includes: Floor Plan, Design Pressures Sign and Sealed, Permit Processing and Inspections. PERMIT FEES NOT INCLUDED Any and all governmental fees or permit fees or other costs ("Fees') required for the Work may be advanced by Contractor. Client shall reimburse Contractor for any and all outstanding Fees incurred regarding or relating to the Work which have not been reimbursed by Ygrene. The reimbursement shall be paid by Client within thirty (30) days from the receipt of an invoice for any Fees. Installation Includes: Wood Bucks, Waterproofing, Trims, Basic Dry Wall Repair, Basic Stucco Repair, and Removal of Debris. Not Responsible: Removal of Curtains/Drapes, Alarm System, Moving Furniture. (HVHZ) Mansonite Door Primed - Pre Hung Impact Door. Hinge: LH (RHOS) / RH (LHOS) Model: 6pnl / Flush / Other: Size: Panel: Opening: Hardware NOT included unless otherwise specified. [111 1- w ALCO Windows and Doors '888'877.2526 - ALCO Windows and Doors 9395 NW 13 ST Doral, FL 33172 888.877.2526 Details Created: 09.28.20 Sent from: patricia@alcoimpact.com Sent to: kyanaskari@gmail.com Due: Upon Receipt Amount: $44,846.22 Qty Unit price Discounted unit price Tax Price 1 $30,997.31 $30,997.31 7% $33,167.12 1 $750.00 $750.00 -- $750.00 1 $5,400.00 $5,400.00 -- $5,400.00 1 $750.00 $750.00 7% $802.50 Description Qty Unit price Discounted unit price Tax Price (HVHZ) Mansonite Door 1 $750.00 $750.00 7% $802.50 Primed - Pre Hung Impact Door. Hinge: LH (RHOS) / RH (LHOS) Model: 6pni / Flush / Other: Size: Panel: Opening: Hardware NOT included unless otherwise specified. (HVHZ) Advisar Door 1 $3,667.38 $3,667.38 7% $3,924.10 Primed - Pre Hung Impact Door. Hinge: LH (RHOS) / RH (LHOS) Model: 6pnl / Flush / Other: _Advisar Size: Panel. Opening: Hardware included. Scheduled payments Description Status Due Amount Deposit: UNPAID — $22,423.11 50% of the Cost upon execution of Agreement. 30% of the Cost upon delivery of the Product and materials to the Property. UNPAID -- $13,453.87 15% of the Cost upon completion of installation ("Substantial Completion"). UNPAID -- $6,726.93 5% of the Cost upon completion of installation ("Substantial Completion") and UNPAID -- $2,242.31 passing final inspection. ....................................................... Payment terms Subtotal: .................................. ....... ................ ._. $42,314.69 Tax: $2,531.53 Total: $44,846.22 (USD) Amount Due: $44,846.22 (USD) Thanks for choosing Alco Windows and Doors! Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-0800 Property Address: 10NE97ST Miami Shores, FL 33138-2331 Owner KYAN MICHAEL ASKARI KAREN RACEDO ASKARI Mailing Address 10 NE 97 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ 1--__ ........... . Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area 3,680 Sq.Ft Living Area 3,274 Sq.Ft Adjusted Area 3,356 Sq.Ft Lot Size 12,350 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2020 2019 2018 Land Value $370,139 $370,139 $308,609 Building Value $233,578 $233,578 $233,578 XF Value $21,600 $21,772 $21,944 Market Value $625,317 $625,489 $564,131 Assessed Value $338,851 $331,233 $325,057 Benefits Information Benefit Type 2020 2019 2018 Save Our Homes Assessment $286,466 $294,256 $239,074 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 10 & 11 BLK 6 LOT SIZE IRREGULAR OR 18870-3115 11 1999 6 Generated On : 12/11/2020 Taxable Value Information 2020 ___20191 2018 County Exemption Value $50,000 �$281,233 $50,000 Taxable Value $288,851 $275,057 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $313,851 $306,233 $300,057 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $288,851 $281,233 $275,057 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $288,851 $281,233 $275,057 Sales Information Previous I OR Book - Price Qualification Description Sale i Page 32038- 07/31/2020 $715,000 Qual by exam of deed 2269 __..__..___ _........ _......_ 18870 _.,_____ _____._._.._...._. ...... _.. 11/01/1999 $159,000 Other disqualified 3115 18584- Sales which are disqualified as a result 04/01/1999 $0 4391 of examination of the deed 18443- Sales which are disqualified as a result 01/01/1999 $0 0123 of examination of the deed 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: https://www.miamidade.gov/Apps/PA/propertysearch/ 12/ 11 /2020 Melchor Consultation Services, LLC. MelchorCS.com JPG# DESCRIPTION 4140 SW 110th Ave, Miami, FL 33165 305-343-3622 CLIENT: AP Permit PROJECT NAME: ASKARI RES. I� PROJECT ADDRESS: 10 NE 97 ST MIAMI SHORES, FL 33138 FILE NUMBER: 201110.06 1 ENGINEERED BY: CM WIND LOADS - CLADDING COMPOMENTS - ASCE 7-10 ASD LOCATION MIAMI DADE RISK CATEGROTY: II Directionality Factor Kd = 0.85 Exposure: C Mean Roof Building height H = 15 FT V = 175 MPH Building Least Horizontal L = 65 FT Exposure Factor Kz = 0.85 Roof Slope E) = SLOPED 6 > 10 Topografic Factor KZT = 1 building type: Table 26.11-1 enclosed G = 0.85 Building Geometry Loading sloped Velocity Pressure qh = qZ = 0.00256 * KZT * KZ * KC, * VZ = 56.6 PSF SCQFT GCp + GCp - (z4) GCp - (Z5) Gcpi Z4 & Z5 (PSF) Z4 (PSF) Z5 (PSF) 10 1.00 -1.10 -1.40 0.18 40.1 -43.5 -53.7 15 0.98 -1.07 -1.35 0.18 39.4 -42.6 -52.0 20 0.96 -1.05 -1.30 0.18 38.7 -41.6 -50.4 25 0.95 -1.03 -1.27 0.18 38.4 -41.1 -49.4 30 0.94 -1.01 -1.25 0.18 38.1 -40.5 -48.5 35 0.94 -1.00 -1.23 0.18 37.9 -40.0 -47.8 40 0.93 -0.98 -1.20 0.18 37.7 -39.4 -47.0 45 0.93 -0.97 -1.19 0.18 37.6 -39.2 -46.6 • 59 ';"•• 0.92 -0.97 -1.18 0.18 37.4 -39.0 -46.1 ' SS • • ' • • :0.92 -0.96 -1.16 0.18 37.2 -38.6 -45.4 %...6b ' • • .0.91 -0.95 -1.13 0.18 37.0 -38.3 -44.7 •0•00•0.91 -0.94 -1.12 0.18 36.9 -38.1 -44.2 • • ..7A ; • ; • • • . ". " 0.90 -0.94 -1.11 0.18 36.7 -37.9 -43.7 • • • •T5 .... 0.90 -0.93 -1.11 0.18 36.5 -37.7 -43.7 • ... • 20 • • • • • ....' 0.89 -0.92 -1.09 0.18 36.4 -37.5 -43.2 ..... 85 • • • •.. 0.89 . -0.92 -1.09 0.18 36.4 -37.3 -43.2 '. 90 • • • • • : "' ... 0.89 -0.91 -1.08 0.18 36.4 -37.1 -42.8 • • • • • 95 ... • • . •'. 0.89 -0.91 -1.08 0.18 36.2 -37.0 -42.8 100 • •..' 0.88 -0.90 -1.06 0.18 36.0 -36.8 -42.3 150 0.86 -0.88 -1.02 0.18 35.3 -36.0 -40.9 200 0.84 -0.85 -0.87 0.18 34.7 -34.9 -35.7 SHEET NOTES: Engineer Carlos Melchor FL. P.E.# 81344 C.A.N.# 32186 DEC 1 8 10A . . ... . . . ... . . . . . . . . . . • • • • • • • • Mark 4-FD • • • • • • • • • • ••Mark 6- HR Mark 5- HR Mark 7- HR ' ' • • • CLOSET MASTER Egress • • • • • • • • • • • • GARAGE • BEDROOM • ' ' ' BATH •• • • • • ••• • • • • • � • • • • ark 27-1 PW Tube 27-4 Mark Mark 8- HR • • • • • • • • • • •T•ube 27-2 Mark 27-S PW KITCHEN HR • • • • • • • • Mark 2 - jy, Mark 15 IN -DOOR SGD Mark 14 Mark 2 Mark 4- HR PATIO SGD HR FAMILY ROOM LIVING Mark 10- HRf I Mark 13- SF ROOM Mark 1 Mark 11-FD Mark 12- HR Mark 16 FD-Egress BEDROOM Mark 17 HR-Egress Mark 26-HR Mark 25-HR Mark 24-HR BATH Mark 23-HR CLOSET mMark 22-HR BEDROOM 20- HR-Egress 1� ks# (TT11 f. FPS Mark 21 HR-Egress SCOPE OF WORK KYAN ASKARI 10 NE 97 STREET MIAMI SHORE, FL 33138 (6) DOORS (3) MULLION/TUBE (24) WINDOWS ALCO 6 to Windows and Doors me) -- Sales and Service -- 888.877.2526 WINDOW / DOOR SCHEDULE OWNER NAME: KYAN ASKARI JOB ADDRESS: 10 NE 97 STREET, MIAMI SHORE FL 33138 ...... . . WINDOWS /DOORS • • • • MI�LLItSNS ...... No. SIZE (W x H) Approved Presure pos /neg REQUIRED PRESSURE pos /neg IMPACT YES/ NO PRODUCT APPROVAL NUMBER ...... ItEt-/AO • • . �PRODUC-t••.•• • • • QPPROVk.:•• NUMBER •' ..0. 990*:9 1 36 X 80 50/ -50 39.4/ -52.0 YES 22380.1 •• • 2 108.5 X 61.5 65/-65 39.4/ -52.0 YES 20359.1 "" 3 71.625 X 36.75 80/-80 39.4/ -52.0 YES 20359.1 4 132 X 80 80/-80 39.4/ -52.0 YES 22378.2 5 36.75 X 38.25 80/-80 39.4/ -52.0 YES 20359.1 6 36.75 X 37.5 80/-80 39.4/ -52.0 YES 20359.1 7 110.625 X 49.75 80/-80 39.4/ -52.0 YES 20359.1 8 72.75 X 36.75 80/-80 39.4/ -52.0 YES 120359.1 9 72.5 X 36.625 80/-80 39.4/ -52.0 YES 20359.1 10 72.5 X 36.625 80/-80 39.4/ -52.0 YES 20359.1 11 74.25 X 81 80/-80 39.4/ -52.0 YES 26942.1 12 110.5 X 62.5 80/-80 39.4/ -52.0 YES 20359.1 13 192 X 76 80/-80 39.4/ -52.0 YES 27000.1 14 145.5 X 82.5 71.1/ -71.1 39.4/ -52.0 YES 19092.1 15 145 X 88.25 88.9/ -88.9 39.4/ -52.0 YES 19092.1 16 32 X 80 80/-80 39.4/ -52.0 YES 22378.2 17 37 X 49.5 80/-80 39.4/ -52.0 YES 20359.1 18-1 173.75 X 49.5 80/-80 39.4/ -52.0 YES 20359.1 18-3 73.75 X 49.5 80/-80 39.4/ -52.0 YES 20359.1 19 110.5 X 37 80/-80 39.4/ -52.0 YES 20359.1 20 110.5 X 49.5 80/-80 39.4/ -52.0 YES 20359.1 21 109.5 X 48.75 80/-80 39.4/ -52.0 YES 20359.1 22 134 X 24 80/-80 39.4/ -52.0 YES 20359.1 23 34 X 24 80/-80 39.4/ -52.0 YES 20359.1 24 34 X 24 80/-80 39.4/ -52.0 YES 120359.1 25 34 X 24 80/-80 39.4/ -52.0 YES 20359.1 26 34 X 24 80/-80 39.4/ -52.0 YES 20359.1 IN ALCO Windows and Doors -� Sales and Service — 888.877.2526 WINDOW / DOOR SCHEDULE OWNER NAME: KYAN ASKARI JOB ADDRESS: 10 NE 97 STREET, MIAMI SHORE FL 33138 WINDOWS / DOORS ...... . .. ..... ...; • MULLIONS No. SIZE �W x H) Approved Presure pos /neg REQUIRED PRESSURE pos /neg IMPACT YES NO / PRODUCT APPROVAL NUMBER •••• ...... �'Et hILO ...... � � . . � ':" . . • PRODUCT% :'-APPROVAL..• NUMBER ••• .. . ...... 27-1 59.125 X 21.5 65/-65 39.4/ -52.0 YES 26351.1 • • • • • • 27-3 59.125 X 21.5 65/-65 39.4/ -52.0 YES 26351.1 00" 27-5 59.125 X 21.5 65/-65 39.4/ -52.0 YES 26351.1 18-2 4 x 4 x 1/8= 74 129/ -129 39.4/ -52.0 YES 19-0131.11 27-2 1 x 3 x 1/8= 22 115/ -115 39.4/ -52.0 YES 19-0131.11 27-4 1 x 3 x 1/8= 22 115/ -115 39.4/ -52.0 YES 19-0131.11 11/23/2020 Advisar ADVISAR www.advisar.com ALCO WINDOWS& DOORS (877) 312-8723 PATRICIA@ALCOIMPACTCOM CustomerCare@Advisar.com (888) 877-2526 KYAN ASKARI Reference Number: Approval Code: DID Rating: Item: 9505EDB4-200916 FL22380.1 +50/-50 10f I 36"x 80" SINGLE DOOR FLUSH RIGHT FULL PANAMA GLASS MODERN DOOR, HURRICANE-RATEP • PANEL: GLASS - Single Door Flush Right Full Glass Modern Door I Hurricane Panama 18 x 641 lip-lite I lmpa�l a;jqd Rated 0000*9 DIMENSIONS: W 36" x H 80" x T 13/4" UNITSIZE:, - W 37 1/2" x H 811/8" CUSTOM HEIGHT No I None CASING PROFILE: None DOOR FINISK Exterior: Admiral Blue Interior: Admiral Blue WEATHER STRIPPING: Black ADD-ONS: Brickmold: WM 176 1 Shipped Loose Peep Site: No Quantity 1 SILL: Mill O/S w/ Walnut Cap ROUGH OPENING: W 38 1/4" x H 815/8" OUTSIDE BRICKMOLD: W 40 1/2" x H 82 3/8" JAMB DEPTH: 5-1/4 HANDING: Right-hand Outswing Door Covered: Yes FRAME FINISH: Exterior: Admiral Blue Interior: Admiral Blue HARDWARE- Emtek Modern 2x10 Sion Lever I SN Consumer Price Item Subtotal 0 0 0000 Company Cost 11 /24/2020 1! • Itll ALCO Windows and Doors Saes ..d Se-w «.- ses.s".:sss 9395 NW 13 St Doral, FI 33172 Phone: 888-877-2526 Fax: 305-850-6360 Email: luis@alcoimpact.com MrglassManufacturing Quote # Prepared by: Alco Windows And Doors Llc Client Name: Patricia Batista Job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP Mark Qty Product Width Height Config. Frame Screen 2-LIVING 1 MG-300 LMI 108.5 61.5" XOX[1/3][1/3][1/3] White No Glass 3/16 CLEAR HS + 0.090 PVB + 3/16 CLEAR HS N 3413/16" 4 �-- 3413/16" 108 1 /2" Mark Qty Product Width Height Config. Frame Screen 3-KITCHEN 1 MG-300 LMI 71.625" 36.75" XO White No Glass 1 /8 CLEAR HS + 0.090 PVB + 1 /8 CLEAR HS 1.0 M 133875 • • Da �s Bluemal` PreWIP. • . 0e90 Mao • : • • +80/ -80 • G e . • •see•* • *see • •••••• j.gok r & from tive outside •••• • ••••• • •• • Goes% • • eeeo•e 0000 90 Days Bluemax Pressure No +80/ -80 1- 34 /16" 4 /1 /8" Looking from the outside 8/13/2020 Page 1 of 16 https://mrglassmanufacturing.herokuapp.com/quotes/133875/print?cut_list--false&simple_detail=false&total_price=true 1 /16 11 /24/2020 MrglassManufacturing tie 9395 NW 13 St Doral, FI 33172 Phone:888-877-2526 /� Fax: 305-850-6360 ALCO Email:luis@alcoimpact.com Windows and Doors — Sales and Se,—. — 888.877.2526 Prepared by: Alco Windows And Doors Llc Client Name: Job Name: Kyan Askari Client Address: Rep: DP Quote # Patricia Batista 9395 NW 13 ST Doral, FL 33172 Mark Qty Product Width Height Config. Frame Screen 5-BATH 1 MG-300 LMI 36.75" 38.25" xo White No Glass 1/8 CLEAR HS + 0.090 PVB (WHITE INTERLAYER) + 1/8 CLEAR HS 00 m Mark 6-CLOSET Glass 133875 90 gluema)b •' Pres%gq ... flays • No*** ' • • • +80/ -80 • •••••• • • •• •••••• •••• �Qo1clr� •••••• from t* outside •••• • ••••• •• •• • •••••• • • •• • •••••• I 17 11/411 J►- b 3/4" Qty Product Width Height Config. Frame Screen 90 Days Bluemax 1 MG-300 LMI 36.75" 37.5" xo White No No 1 /8 CLEAR HS + 0.090 PVB + 1/8 CLEAR HS 1 171/4"�- -1b 3/4" Pressure +80/-80 Looking from the outside 8/13/2020 hftps:Hmrglassmanufacturing. herokuapp.com/quotes/133875/print?cut_list--false&simple_detai I=false&total_price=true Page 2 of 16 2/16 11 /24/2020 MrglassManufacturing 9395 NW 13 St Doral, FI 33172 Quote # 133875 • Phone:888-877-2526 Fax: 305-850-6360 ALCO Email:luis@alcoimpact.com Windows and Doors Sates and service — •••.•77.2S2• Prepared by: Alco Windows And Doors Lic Client Name: Patricia Batista Job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP Mark Qty Product Width Height Config. Frame Screen %Days Bluemax • • Pre$SVg, • • 7-MASTER 1 MG-300LM1 110.625" 49.75" XOX[1/3][1/3][1/3] White Yes "o ' ;•• •� +80/-80• • • Glass 3/16 CLEAR HS + 0.090 PVB + 3/16 CLEAR HS •••••• � � � • � � � • M rn ICT Mark Qty Product Width Height 8-MASTER 1 MG-300 LMI 72.75" 36.75" Glass 1 /8 CLEAR HS + 0.090 PVB + 1/8 CLEAR HS M l0 M T- • ia%K&Ig from the outside • ••••• • • • ••••• • • • •• • •••••• • • • • •• • • • ...... *000 • • •••• 35 1 /2" 35 1 /2" —4 110 5/8" Config. Frame Screen 90 Days Bluemax XO White Yes No 35 1 /4" 72 /4" Pressure +80/-80 Looking from the outside 8/13/2020 hftps:fmrglassmanufacturing. herokuapp.com/q uotes/133875/print?cut_list=false&simple_detail=false&total_Price=true Page 3 of 16 3/16 11 /24/2020 MrglassManufacturing 1� 9395 NW 13 St Doral, FI 33172 Quote # 133875 Phone:888-877-2526 Fax: 305-850-6360 ALCO Email:luis@alcoimpact.com Windows and Doors Sates and Service -- 888.877.2828 Prepared by: Alco Windows And Doors Llc Client Name: Patricia Batista Job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP Mark Qty Product Width Height Config. Frame Screen 9U:Days•Bluemaic • • • Presstyrp... 9-FAMILY 1 MG-300 LMI 72.5" 36.625" XO White Yes No •' ' ;•,, •• +80/-80 •• 00 Glass 1 /8 CLEAR HS + 0.090 PVB + 1 /8 CLEAR HS • • ""' T- 00 I-. Ln m Mark 10-FAMILY Glass • • j Qglcvlg from the outs! •••• • ••••• • •• • •••••• • •• • •••••• • 11 3JT 5 1 /8" 72 1 /2" Qty Product Width Height Config. Frame Screen 90 Days Bluemax 1 MG-300 LMI 72.5" 36.625" XO White Yes No 1 /8 CLEAR HS + 0.090 PVB + 1 /8 CLEAR HS T- 00 Lf) 1.0 rn 35 1 /8" 72 /2" Pressure +80/-80 Looking from the outside 8/13/2020 https://mrglassmanufacturing. herokuapp.com/quotes/133875/print?cut_list-false&simple_detail=false&total_Price=true Page 4 of 16 4/16 11 /24/2020 If , ALCO Windows and Doors Sales and Service 888.9".2526 9395 NW 13 St Doral, FI 33172 Phone: 888-877-2526 Fax: 305-850-6360 Email: luis@alcoimpact.com MrglassManufacturing Quote # Prepared by: Alco Windows And Doors Llc Client Name: Patricia Batista Job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP Mark Qty Product Width Height Config. Frame 11-POOL 1 Mg3000 LMI 74.25" 81.0" XX White Glass 3/16 CLEAR HS + 0.090 PVB + 3/16 CLEAR HS ON 00 n N 71 3/4" 741 /4" 133875 •••••• 90 Dats BIu emax • PressW 5..., r No • • • . • • 80/ -80 • • • �4c�c�f from the outside •••• • ••••• Hinges Three Point Lock Two Point Lock Flush Bolt Handle 6 1 N/A 4 Promax - 1 PT Lock Mark Qty Product Width Height Config. Frame Screen 90 Days Bluemax Pressure 12-DINING 1 MG-300 LMI 110.5" 62.5" XOX[1/3][1/3][1/3] White Yes No +80/-80 Glass 3/16 CLEAR HS + 0.090 PVB + 3/16 CLEAR HS N N 35 7/16" �— 35 7/16" 1101/2" Looking from the outside 8/13/2020 https:Hmrglassmanufacturing.herokuapp.com/quotes/133875/print?cut list=false&simple_detail=false&total_pdce=true Page 5 of 16 5/16 11 /24/2020 MrglassManufacturing 1 9395 NW 13 St Doral, FI 33172 Quote Phone:888-877-2526 Fax: 305-850-6360 ALCO Email:luis@alcoimpact.com Windows and Doors Sates and S.,v * — 888.877.2528 Prepared by: Alco Windows And Doors Llc Client Name: Patricia Batista Job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP Mark Qty Product Width Height Frame 13-PIC 1 MG5000 / MG500 (LMI) 92.0" 76.0" White Glass [ 1 /4 GRAY HS + 0.090 SGP + 1 /4 CLEAR HS ] 881 /2" - 92" - 133875 • • 90 Day v Blueolax • 0 a • 01�ressu;% 00*6 No •• • �•� •+70/-70 •• • •••• •••••• • • 144101 from tife outside •• •• • •••••• • as • •• • • so 0 • Hardware Lock Hinges Handle Closer Swing Threshold Power Supply Panic Accessory N/A N/A N/A N/A N/A N/A Mark Qty Product Width Height Config. Frame Screen 90 Days Bluemax Pressure 14-PATIO 1 MG-1000 LMI 145.5" 82.5" XOX White No No +71.1/-71.1 Glass 1 /4 CLEAR HS + 0.090 PVB + 1 /4 CLEAR HS 145 1 /2" Looking from the outside t J C H B 8/13/2020 https://mrglassmanufacturing. herokuapp.com/quotes/133875/print?cut_list=false&simple_detail=false&total price=true Page 6 of 16 6/16 11/24/2020 MrglassManufacturing 9395 NW 13 St Doral, FI 33172 Quote # Phone: 888 877-2526 A Fax: 305-850-6360 ALCO Email:luis@alcoimpact.com Windows and Doors _ S.1-.and Seraue — 888.9".2526 Prepared by: Alco Windows And Doors Llc Client Name: Patricia Batista Job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP 133875 • • Mark Qty Product Width Height Config. Frame Screen 90 Days ei %emax: • • • •PressurR • • • • 15-PATIO 1 MG-1000 LMI 145.0" 88.25" XOX White No No " • Ve 0+88.9/-88.9•0 Glass 1J4CLEAR H5+0.0905GP+1/4CLEAR HS ••:•• • •• •••••• • 145" 0009 • �,Qodv from the outside •••• • 00 00 .••.. ... . ...... of 0900: • . .. • • .••••. • • •..• Mark Qty Product Width Height Config. Frame Screen 90 Days Bluemax 17-BED 1 MG-300 LMI 37.0" 49.5" XO White Yes No Glass 1/8 CLEAR HS + 0.090 PVB + 1/8 CLEAR HS C H B Pressure +80/-80 Looking from the outside 8/13/2020 https:Hmrglassmanufactudng.herokuapp.com/quotes/133875/print?cut list=false&simple_detail--false&total_price=true Page 7 of 16 7/16 11/24/2020 U11011 - ALCO Windows and Doors -- Sates and Service «—, 888.877.2s26 9395 NW 13 St Doral, FI 33172 Phone: 888-877-2526 Fax: 305-850-6360 Email: luis@alcoimpact.com MrglassManufacturing Quote # Prepared by: Alco Windows And Doors Llc Client Name: Patricia Batista Job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP Mark Qty Product Width Height Config. Frame Screen 18-1-BED 1 MG-300 LMI 73.75" 49.5" XO White Yes Glass 1 /8 CLEAR HS + 0.090 PVB + 1 /8 CLEAR HS N 41 Mark 18-3-BED Glass 35 3/4" 73 /4" Qty Product Width Height Config. Frame Screen 1 MG-300 LMI 73.75" 49.5" oX White Yes 1 /8 CLEAR HS + 0.090 PVB + 1 /8 CLEAR HS 35 3/4" 73 3/4" 133875 90 Days Bluemax Pressure No +80/ -80 Looking from the outside • • •••••• • •• •••••• • •••• • ••••• •••••• • • ••••• •• •• • •••••• • • • •• • •••••• 90 Days Bluemax Pressure No +80/ -80 Looking from the outside 8/13/2020 https:Hmrglassmanufactudng.herokuapp.com/quotes/1 33875/print?cut—list=false&simple—detail=false&total_price=true Page 8 of 16 8/16 11 /24/2020 )- ALCO Windows and Doors Sales and Servwe — 0".677.2526 9395 NW 13 St Doral, FI 33172 Phone: 888-877-2526 Fax: 305-850-6360 Email: luis@alcoimpact.com MrglassManufacturing Quote # Prepared by: Alco Windows And Doors Llc Client Name: Patricia Batista Job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP Mark Qty Product Width Height Config. 19-BED 1 MG-300 LMI 110.5" 37.0" XOX[1/3][1/3][1/3] Glass 3/16 CLEAR HS + 0.090 PVB + 3/16 CLEAR HS M 133875 Frame Screen 90 Days Bluemax Pressure White Yes No +80/-80 ooking from the outside • • • • • • 35 7/16" 35 7*/•16': 110 1 /211 •' Mark Qty Product Width Height Config. Frame Screen 90 Days Bluemax 20-BED 1 MG-300 LMI 110.5" 49.5" XOX[1/3][1/3][1/3] White Yes No Glass 3/16 CLEAR HS + 0.090 PVB + 3/16 CLEAR HS • • • •••••• L 35 7/16" -� 35 7/16" 110 1/2" Pressure +80/-80 Looking from the outside 8/13/2020 hops://mrglassmanufactudng. herokuapp.com/quotes/133875/print?cut_list=false&simple_detai I=false&total_pdce=true Page 9 of 16 9/16 11 /24/2020 A lll/ ALCO Windows and Doors — 5a1- and Service 888.877.2S26 9395 NW 13 St Doral, FI 33172 Phone: 888-877-2526 Fax: 305-850-6360 Email: luis@alcoimpact.com MrglassManufacturing Quote # Prepared by: Alco Windows And Doors Llc Client Name: Patricia Batista Job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP Mark Qty Product Width Height Config. 21-BED 1 MG-300 LMI 109.5" 48.75" XOX[1/3][1/3][1/3] Glass 3/16 CLEAR HS + 0.090 PVB + 3/16 CLEAR HS fn 00 NT Mark 22-CLOSET Glass L 133875 Frame Screen 90 Days Bluemax Pressure White No No +80/-80 • ••• .••. •• . Looking from the outside .. 35 1 /8" --4 35 1 /8" • • • • 109 1 /2" Qty Product Width Height Config. Frame Screen 90 Days Bluemax Pressure 1 MG-300 LMI 34.0" 24.0" XO White No No +80/-80 1 /8 CLEAR HS + 0.090 PVB + 1 /8 CLEAR HS 15 7/8" - 34" Looking from the outside 8/13/2020 hftps://mrglassmanufacturing. herokuapp.com/quotes/133875/print?cut_list=false&simple_detail=false&total_pdce=true Page 10 of 16 10/16 11 /24/2020 �1 • ALCO Windows and Doors ---� Sales and S—tce 888.6".2528 9395 NW 13 St Doral, FI 33172 Phone: 888-877-2526 Fax: 305-850-6360 Email: luis@alcoimpact.com MrglassManufacturing Quote # Prepared by: Alco Windows And Doors Llc Client Name: Patricia Batista Job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP 133875 Mark Qty Product Width Height Config. Frame Screen 90 Days Bluemax 23-BATH 1 MG-300 LMI 34.0" 24.0" XO White No No Glass 1 /8 CLEAR HS + 0.090 PVB + 1 /8 CLEAR HS N Mark 24-BATH Glass 1 1 15 7/8" - 34" Qty Product Width Height Config. Frame Screen 1 MG-300 LMI 34.0" 24.0" XO White No 1 /8 CLEAR HS + 0.090 PVB + 1 /8 CLEAR HS 1 1 15 7/8" - 34" Pressure +80/ -80 Looking from the outside •••••• • •• •••••• • .... . ..... ...... . . ..... •••••• .... . ...... ...... . . •• . •••••• • . •• •• • •••• •••• 90 Days Bluemax Pressure No +80/ -80 Looking from the outside 8/13/2020 hftps:Hmrglassmanufacturing. herokuapp.com/quotes1133875/print?cut list=false&simple_detail=false&total_price=true Page 11 of 16 11/16 11 /24/2020 MrglassManufacturing ALCO Windows and Doors -- 5x1e5 and Se-I.e «.-. BBB.877.2526 9395 NW 13 St Dora[, FI 33172 Phone: 888-877-2526 Fax: 305-850-6360 Email: luis@alcoimpact.com Quote # Prepared by: Alco Windows And Doors Llc Client Name: Patricia Batista Job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP Mark Qty Product Width Height Config. Frame Screen 25-BATH 1 MG-300 LMI 34.0" 24.0" xo White No Glass 1 /8 CLEAR HS + 0.090 PVB + 1 /8 CLEAR HS Mark 26-TOILLET Glass 15 7/8" - .34tt Qty Product Width Height Config. Frame Screen 1 MG-300 LMI 34.0" 24.0" xo White No 1 /8 CLEAR HS + 0.090 PVB + 1 /8 CLEAR HS 1 1 15 7/8" - 40 j4" 133875 90 Days Bluemax Pressure No +80/-80 Looking from the outside •••••• • •• •••••• • .... . ...... . . •. . .••••. • •• . • 000 •• • •••• • •••• 90 Days Bluemax Pressure No +80/ -80 Looking from the outside 8/13/2020 https:Hmrglassmanufacturing.herokuapp.com/quotestl33875/print?cut list=false&simple_detail=false&total_price=true Page 12 of 16 12/16 11 /24/2020 tale, It ALCO Windows and Doors — Salta and Se"ke sss.arr.zszs 9395 NW 13 St Doral, FI 33172 Phone: 888-877-2526 Fax: 305-850-6360 Email: luis@alcoimpact.com Mrglass Manufacturing Quote # Prepared by: Alco Windows And Doors Lic Client Name: Patricia Batista Job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP i Mark Qty Product Width Height Config. Frame 90 Days Bluemax Flush Adapter Pressure 27-1-PIC 1 Mg400 LMI 59.125" 21.5 SQUARE White No No +65/-65 Glass 3/16 CLEAR HS + 0.090 PVB + 3/16 CLEAR HS Looking from the outside N Mark 27-3-PIC Glass T_ N • • seee • • e •se•• • • sees** ••s• • • • **•• * .. •* •*••*e • sees sees•• • • • •• •*s**• • • • •*••*• see•• ••••e ewes. • * -1h-- . . .. 00 • • 59 1 /8" ss ......... 04, ;.... ee: ; .•• Qty Product Width Height Config. Frame 90 Days Bluemax Flush Adapter Pressure 1 Mg400 LMI 59.125 21.5" SQUARE White No No +65/-65 3/16 CLEAR HS + 0.090 PVB + 3/16 CLEAR HS Looking from the outside N —� 59 1 /8" 8/13/2020 hftps:Hmrglassmanufacturing.herokuapp.com/quotes/l33875/print?cut_list=false&simple_detail--false&total_Price=true 13/16 11 /24/2020 MrglassManufacturing 9395 NW 13 St Doral, FI 33172 Quote # Phone:888-877-2526 Fax: 305-850-6360 ALCO Email:luis@alcoimpact.com Windows and Doors sales and Service — $86.677.2526 Prepared by: Alco Windows And Doors Llc Client Name: Patricia Batista job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP 133875 Mark Qty Product Width Height Config. Frame 90 Days Bluemax Flush Adapter Pressure 27-5-PIC 1 Mg400 LMI 59.125" 21.5" SQUARE White No No +65/-65 Glass 3/16 CLEAR HS + 0.090 PVB + 3/16 CLEAR HS Looking from the outside N N • •geese it •o••$• • sees • •• sees** • s • e •e•e• • e .••• e .. a ...... e 591/8 8/13/2020 https:Hmrglassmanufacturing.herokuapp.com/quotes/133875/print?cut list=false&simple_detail--false&total_pdce=true Page 14 of 16 14/16 11 /24/2020 MrglassManufacturing 9395 NW 13 St Doral, FI 33172 Quote # 133875 Phone:888-877-2526 Fax: 305-850-6360 ALCO Email:luis@alcoimpact.com Windows and Doors _-� Srnt�a anr1 Snrvtco - 888.877.2526 Prepared by: Alco Windows And Doors Llc Client Name: Patricia Batista Job Name: Kyan Askari Client Address: 9395 NW 13 ST Doral, FL 33172 Rep: DP Tubes Mark Description Length Qty Color IftED r4- 50.0 1 White -;v X 22.0 1 White • •••• •••••• •••• • ••••• • 8/13/2020 Page 15 of 16 7/22/2019 Florida Building Code Online BCIS Home ? Log In ! User Registration Hot Topics i Submit Surcharge Stats & Facts i Publications' ' Contact Us ! BCIS Site Map Links Search {C7;'I�a Product Approval `t.rUSER: Public User 4 Product Approval Menu > Product or Application Search > Application List > Application Detail r FL # FL22378-R6 ` Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived %.•:• Product Manufacturer Masonite International : .' , ' • • • • • • • Address/Phone/Email 19sS Powls Road , , , West-Chlicaelo; iL•60185 • • . • • . • • • • (800) 663-3667 . • • ... sschreiber@masonite.com , , , , • • • • • • Authorized Signature Steve Schreiber so**** , • • • sschreiber@masonite.com • • • • • • . • •• •• • •••••• •.•.•• • , • Technical Representative ; • ; 00 • • Address/Phone/Email • • • Quality Assurance Representative �,,,, • Address/Phone/Email Category -4"�&Edtegory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Exterior Doors ""`9wingin-6'6&ei for Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option A Date Submitted 01/25/2019 Date Validated 01/28/2019 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5mi93O6VsYlXv4vX7_YBAo/ 3do/:Id 114 7/22/2019 Florida Building Code Online Date Approved 02/04/2019 Summary of Products j FL # tModei, Number or Name Description 22378.1 Stormguard Fiberglass Side -Hinged j 6'-8" Opaque I/S Single Door Door Unit i Limits of Use Approved for use in HVHZ: Yes Approved: for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. 22378.2 'Stormguard Fiberglass Side -Hinged I Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60' Other: Evaluated for use in locations adhering to the Florida Building Code, Including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.07-112,pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.p9 Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514010A.pdf FL22378 R6 AE 514014A.pdf Created by Independent Third Party: Yes W-8" Opaque O/S Single Door Certification Agency Certificate FL22378 R6 C CAC NI007077.07-R2_pdf. Quality Assurance Contract ExpirationeW to • 12/31/2020 • • • *see Installation Instructions • • • • • • • FL22378 R6 II FL0170.,pdf • • • : • • •' 00 Verified By: National Accreditation & Management Institute Created by Independent Arra MAY: 0 • Evaluation Reports 0000 • • • FL22378 R6 AE 514 JAS. df••• :••••• 00 0 0 FL22378 R6 AE 514014A.Ddf • Created by Independent T^dPaiiy:Yes ;•••;. 22378.3 Stormguard Fiberglass Side -Hinged 16'-B" Opaque I/S Single oC1!I4? *.Door w/ or */o Sidelites • Door Unit • • • • . • • •. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. Certification Agency Celtificplq ' • • • I • ••••�• FL22378 R6 C CAC NT007O77.09-R2.odf • • • • • Quality Assurance Contract Expiration Q� • 12/31/2020 Installation Instructions i FL22378 R6 II FL0170.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A.pdf FL22378 R6 AE 514012A.pdf Created by Independent Third Party: Yes [ 22378.4 I Stormguard Fiberglass Side -Hinged ' 6-8" Opaque O/S Single or Double Door w/ or w/o Sidelites ( : Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. 22378.5 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 9'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.07-R2.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A.pdf FL22378 R6 AE 514012A.pdf Created by Independent Third Party: Yes 6'-B" Impact Glazed I/S or O/S Single Door w/ or w/o Sidelites Certification Agency Certificate FL22378 R6 C CAC NI007077.09-R3.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL 0172.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A.p�.if https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5mi9306VsYlXv4vXZY6A°/`3d%3d 2/4 ' 7/22/2019 Florida Building Code Online FL22378 R6 AE 514012A.pd Created by Independent Third Party: Yes 22378.6 Stormguard Fiberglass Side -Hinged 6'-8" Impact Glazed I/S Double Door w/ or w/o Sidelites Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.09-R3.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL 0172.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A.odf FL22378 R6 AE 514012A.pdf Created by Independent Third Party: Yes 122378.7 ) Stormguard Fiberglass Side -Hinged i 6'-8" Impact Glazed O/S Double Door w/ or w/o Sidelites j Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. 22378.8 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.09-R3.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL 0172.pdf ; • • • ; • Verified By: National AccrelitatipM.& Management Institut@ • • • • Created by Independent Thi•d•Party: • • • «� Evaluation Reports •••• FL22378 R6 AE 514008A.pdf • FL22378 R6 AE 514012A�*&•*e • Created by Independent ThiRd•Nagty: Yes • • • • • T. • 8'-0" Opaque I/S Single Dopre • • . • • • • • • • • • • •••••• Certification Agency Certiiisate • • - FL22378 R6 C CAC NI001077!OS'.pdf '• Quality Assurance Contract Expiration Vate • 12/31/2020 ' ' • •• • • Installation Instructions • • • • • • • • • FL22378 R6 II FL0171.pdf ' • �' Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514009A.pd FL22378 R6 AE 514013A.pdf i Created by Independent Third Party: Yes j 22378.9 j Stormguard Fiberglass Side -Hinged ` 8'-0" Opaque O/S Single Door Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.08 .pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0171.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514009A.pdf FL22378 R6 AE 514013A.pdf Created by Independent Third Party: Yes 22378.10 I Stormguard Fiberglass Side -Hinged i 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.08 .pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0171.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514007A.pdf FL22378 R6 AE 514011A.pdf Created by Independent Third Party: Yes 22378.11 Stormguard Fiberglass Side -Hinged 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5mi9306VsYlXv4vXZY6A%3d%3d 3/4 7/22/2019 Florida Building Code Online Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures I sted. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. i Certification Agency Certificate i FL22378 R6 C CAC NI007077.08 .pd } j Quality Assurance Contract Expiration Date j j 12/31/2020 j Installation Instructions i FL22378 R6 II FL0171.pd� Verified By: National Accreditation & Management Institute E. Created by Independent Third Party: I i Evaluation Reports j FL22378 R6 AE 514007A.pdf ? FL22378 R6 AE 514011A.pdf j Created by Independent Third Party: Yes 22378.12 15tormguard Fiberglass Side -Hinged W-0" Impact Glazed I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use ! Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.04-R6.pdf ! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +43/-47 i Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.pdf + Building Code, including the High Velocity Hurricane Zone, and I Verified By: National Accreditation & Management Institute j where pressure requirements do not exceed the design ! Created by Independent Third Party: ? pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane 'Evaluation Reports protective system is NOT required. See DWG-MA-FLO173 for i FL22378 R6 AE 514007A.pdf j anchor details and water performance where required, ?FL22378 R6 AE 514011A.pdf • • • • • • • ....... _.._.._. _...................._......._................__...-.......... ..-......_.............__........... __......_.............. __._._— ....._..- Created by Independent Thilrd Per ' Yes --......-... _..._.._._...._.......... -- ..•......... _......,.............a............•..._.._......................._........� 22378.13 Stormguard Fiberglass Side -Hinged i 8'-0" Impact Glazed O/S Single pr Dfouble Door w%or w/o • • ! Door Unit Sidelites • • • • • • • • Limits of Use Certification Agency Certificate • • • • • • • Approved for use in HVHZ: Yes I FL22378 R6 C CAC NI007i117%"4-116.pdf0 0000 Approved for use outside HVHZ: Yes I Quality Assurance ContractEKpWation Date • 0001 • • 1. • Impact Resistant: Yes 12/31/2020 • • • • • • • • • Design Pressure: +47/-45 • Installation Instructions Other: Evaluated for use in locations adhering to the Florida i FL22378 R6 II FL 0173:)a1s; 0; • Building Code, including the High Velocity Hurricane Zone, and ! Verified By: National Accreditation & Management Instituter • •. •. where pressure requirements do not exceed the design Created by Independent Tlyrd Party: �' pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports • • • • • •. • • •' protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A.pd{ . • anchor details and water performance where required. FL22378 R6 AE 514011A.pdf • • • • Created by Independent Third Party: Yes i ME Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone; 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida aw, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official 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: ,.li: 501 F t-. Credit. Card Safe 0• https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5mi9306VsYlXv4vXZY6A%3d%3d 414 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: 1955 Powis Road Certification Date: West Chicago, IL 60185 Expiration Date: Revision Date: NI007077.07-R2 05/22/2017 12/31/2020 05/02/2018 <.. . Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame or Worldwide Composite Frame' unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listine at www.Namicertification.com. NAMI's Certification Proeram is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" +60/-65 0 psf Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16 Single Maximum Panel Size: 3'0" x 61" Anchor Details-MA-FL0170-07/W-1807 X O/S Opaque 3'0" x 6'8" +60/-60 3.75 psf/ 6.0 psf t Yes NCTL 210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16 Single 1ff. psf2t9:,0psf4 Maximum Panel Size: 3'0" x 61" 7.5 psf 1 Anchor Details-MA-FL0170-01/W-1807/W-1835/ W-1860 XX I/S Opaque 6'0" x 6'8" +501-50.5 0 psf Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 XX O/S Opaque 6'0" x 6'8" +55/-50.5 3.75 psf/ 6.0 psf I Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double 8.25 psf 2/8.25 psf 4 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 XO/OX I/S Opaque Door 6'0" x 6'8" +50.5/-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-I6 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6's"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 XO/OX O/S Opaque Door 6'0" x 6'8" +551-50.5 3.75 psf/ 6.0 psf t Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012,01-16 Single w/Sidelite Glazed Sidelite 8.25 psf2/9.0 psf4 Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07!W-1807/W-1835 OXO I/S Opaque Door 910" x 6'8" +50.51-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 OXO O/S Opaque Door 9'0" x 6'8" +55/-50.5 3.75 psf/ 6.0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelite 8.25 psf z/9.0 psf ° Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXXO I/S Opaque Door 12'4" x 6'8" +50/-50.5 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite . . • • • .0 • • • • • . . • . S &Tite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" • • •• • • • • • Anchor Details-MA-FL0170-07/W-1807 OXXO O/S Opaque Door 12'4" x 6'8" +55/-50.5 • 5 ys 6.Qps: ; ; I7bpr-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite " •8'.25 psP2f8.250psf'a • 91delite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 1 -Denotes Z-Series Threshold Design 2 -Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denotes HP Outswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Alenwiial Highway/Hayes, VA 23072 Tel: (804) 684-5j24/Fax: `8041 6845122 **a . . .. % . . % NAMI AUTHORIZ,IEDU.Ulv-: . a.: . . . . a.: . .... . .. OF STORMGUARD FIBERGLASS DOOR UNIT 64 S'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION FACING LITE FRAME SELF IGNITION TEMP. ASTM D7929 752 'F > 650 'F 842 *F > 650 'F RATE OF BURNING ASTM D835 IN MIN 1.28 IN MtN SMOKE DENSITY ASTM D2843 53.49. 70.21L TENSILE STRENGTH+ ASTM D638 3.2X DIFF 1.8% DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TFCT nceralannu nccir•.Nannu RMIJIT SELF IGNITION TEMP IGNITION TEMP ASTM ASTM D1929SELF 779'F > 650 'F> 650 'F RATE Of BURNING ASTM D635D635 0.0 IN MIN i SMOKE___DENSTTY ASTM D284_3 39.OR ! TENSILE STRENGTH' ASTM D638 �1 _ 3.6% DIFF " COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 -- 149' MAX. OVERALL FRAME MDTH - 2i" MAX 36.375" MAX. I- D.L.O. PANEL WIDTH 37.5' MAX. yW/ASMCAL FRAME WIDTH c m J I �C l II f Mdd dm to tfJA-��.✓ ICI ICI Ili I Ift I� i �I ICI I�I ! I. + ,SINGLE DOOR UNIT w TL N-SIB ►► ►f1i l a ► SINGLE ROOR UNIT w. In5 ELITES •• ••• • • • • • .. 161 iI! I I , Aa1 LR IT W7SIDELIT STRUCTURAL DESIGN PRESSURE RATING -INSWING • WHERE AT REQUI TQ I Fll A N E -0 NCE 1 Bi1 F I N PESSURE CONFIG MAX WIDTH OUTSWING INSWING BUMPER 0 9 Z-&ERIES Q 5• a VS T4 OJS HIGH DAM 0 S X 37.5 +60.0 -85.0 +60.0 -60.0 N A +25.0 .0 t10}0 ' •10.0 SO.&6 r5" +60.0 -60.0 +60'0 -6 .0 XX - 74 +50.0 -50.5 +55.0 -50.5 N A +25.0 -2 .0 +4 .1 -40.0 N A + 5.0 -50.5 +55.0 -50.5 OX or XO ! 75' +50.5 -50.5 +55.0 -50.5 N A +2 . _ -2 .6 +40.0 1 -40.0 _ 1 N A +55.0 +55.0 -50. OXO 112. +50.5 -50.5 +55.0 -50.5 N A +25. -25.0 +40.0 -4 .0 N A ' +55.0 -50.5 +55.0 -50.5 OXXO 149 +50.0 f -50.5 +55.0 -50.5 A +25.0 .-254 iO.5 I I TABLE OF CONTENTS I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LO o0 Q O O LO cj� J Q V) �t O z �U L U 0) ,�^^ LIJ SCOLE: N.T.S. "m By.. Sw! CW. er: KURT UALT14AZOR DRmw NQ: FLORIDA P.E. DWG-1VA-FL0171 156533 SHEET _L OF , SEE DETAIL .c. 6" - SEE DETAIL 3" »E» � 3" -6. � IT3- -1 �- 31 II a i 3" Tr--3"3" "1 �- -- 3" t SEE DETAIL "F" #8x2" #8 x 2" DETAIL,;T • Q INSWING • 1.482" ff!�m I 7--5-EEt $ Q T}13ESFLO-,Q #10 x 5/8" #10 x 5/8" #10 x 1" #10 x 2-1/2" # ETAIL "G10 x 1" #10 x 5/8' D" 0.962"" 1 TC=IDI BUMPER 0/S THRESHOLD ,.►f..........., ra _,=� s • n SEE DETAIL ? � +he o 'r#8 x 2" l QEfAIL „" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1,437" 4� J T RR:: HP OJS_THRESHOLD In a 00 Q Q coo Z cJ 4 z�0 C� W OQ C L �LU >EE DETAIL C' 6" ASTRAGAL RETAINER BOLT HOLE _--ASTRAGAL BE DRILLED THROUGH THE THRESHOLD &INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAtL "F" 3�TRLGf1h • • 000 • • i• OSIAATE>aA! • • ,• IN9.ATED CLASS ul —0 rf • 0..24- KAT -._� • • • %=DATIVE INSERT 0.,24 I T SDIp:CDS M - DSCORARVE 0 T "- I o. suLEx pqr: s-1 . IE�NNJ CAW sxr 1 +s-:sm.n> I fD°TmnV.> - 1`i34unL• MEA :► • .a¢► Tw. D.,f4" HEAT S1MNC11iMED ".010P TEMP. Q U [il Q Z3 • nE, it+.OR L¢ttus•.t•�' rat . iiE BVM. row. on METAL. SPACER ,/Y an Dar Cos +SST^; DDr "S DOW o9s 'x `':` oar 995 ELATE 4 9 `07 So Al • So• • t; "} •. • • • • ;" BGLE N.T.S. • Al• • < • c DwM BY: sws i • • • • G T�, • Af T_FRNA7F QWIN"17AL • • • • •( PgCj1i 14TE(S -0.7$6 e SoIMPACT RATED GLASS 6PAM6 "0, OWC-MA-FL0170-07 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OF SEE DETAIL -C" SHT. 2 "I-, im�mmvffi�w-op ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE DISTANCE MIN 1 /2". 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE 3" 10 N � a U a SEE DETAIL j rn "D" SHT. 2 f 7 O W i 0 O � g � aI G 1 � T— 3" 1�8Lz,Q�M1�9��S�ti�P�E -- 1 1 J KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND (SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED -----�AT 5-1/2" CENTERLINE. 1h.2 " i+ � '�. • yg '�2,,4" X 4" FULL MORTISE BUTT HINGES. f MAX" 1"X1/2' CORRUGATED �19X2" WOOD SCREW f SHIM ✓ 3" PROM EACH END 6" FROM EACH END CL —I �- MIN" y AND 7" OC AND 12` OC ,- ` :.: 0.2s` SRI --- SHIM A�ic � �� IT I CAULK TYPICAL MASONRY ACRYLIC ANCHOR INSTALLATION' CAULK I + CL P %"--� �; • • tX •BUOK MASONRY* • COMBINATION WOOD COMBINATION WOOD • AAgjOft I jS1ZL'AT jDN MULLION (BOXED) MULLION (BOXED) 3. THE WOAD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1MR " • •-D� + + i i i • i •(it0X2- " (g ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT •• .• o D sc 4) woIOX2-t/2" D scREws / EACH END EACH END OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL-1 I- _:.; MINIMUM EMBEDMENT OF 1-1/4". x,,,� o °' 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO • � ' • • • • TRANSFER LOADS TO STRUCTURE. TYPICAL 9V0j)D•BUCK- OR • • • • 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHT k4 TION • •. • 14EGRAL WOOD INTEGRAL WW MULLION (CHS) MULLION (CHS) scxe N.T.S. owc. er SWS aa. BY: orenwwc rro: a� • • • • • • • • • • • • 1 of 3 L. Roberto Lomas P.E. 1432WoodiatdRd. Manufacturer. Masonite LeMsvJRe, NC 27023 Report #: 51401 OA 434-686-0s09 Date: 10/1012017 rllomas(ZZIrlomaspe. com Test Report: WA Product: Single door Tx 6'8" (Wood Frame) scope; This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, NOS 2015, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: L140 in Screw bending yield strength: F,. = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t,= 1.000 in Main member thickness: t•= 1.5W in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: Fu, = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1 = 1.140 in Mode I„ Mode I, Mode II Mode IIII. Mode III, Mode IV qm= 636.5lbs/in qs= 884lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 90.0013a P = 725.61 Ibs P = 884 Ibs 8: 1.07 8: 0.57 8: 0.5 r 8: **.Me • KD = 2.400 KD = 2.400 C:-427.674 6 C:-253.623 C:-267.699 • • • C: -93.6 Zn= 302 lbs Ze 368 Ibs P = 331 Ibs Ms = 46.6 in-Ibs Mm = 46.8 JA • • • • KD = 2.400 P = 297 Ibs P = 319 %f • • • P = • At Ibs Min. Design value: Z= 110 Ibs Z. 138 Ibs KD = 2AOO KD = 2.400 • • • • • • Ka = 2.w0 Duration Factor: Ca = 1.6 Z. 124 Ibs Z= 133 Ib• • • • Z. is IV Ibs Allowable Oes n Value i9 bs/anchor • • • • • • • • • • • • Fastener type: 1/4 ITW Topton Tabulated values 000000 • N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2,50 in • • • ••.••• 00 Actual C To C spacing: 3.00 in • • • • • • Allowable Design Value: Z"= 155 bs/anchor (per interpolation when needed) • • • • • • • Fastener #10 Tek screw • • Substrate: 18 &A, Steel Tabulated.design value: Z- 1266 Ibs Safety factor: Fs= 4 Allowable Design Value (ZFO: Z'= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note: Anchors with the Nast capacity is used for calculations to quality anchors with higher capacity. edge distance spaciay (in) 2.00 4.00 2.00 130 161 4.00 163 202 Anchor calculations, minimum reouired anchors 36.38 Design pressure: 85.0 psf 79.25 A2 Al Max. Anchor Area toad Ind. Cap. QtY Load Zone z (ff) (Ibs) (in) O.C. Result (in) (Ibs) (Ibs) A, 2.3 195 N/A N/A 155 2 98 OK Az 7.7 656 6.00 18.00 155 5 131 OK P,t 11 11L»��1,/ •. ~• `t.1C' e E N cS•gcf� • TAT 0 F • OORI.c+•, �! 0 0NAL�a��`` Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewiswi9e, NC 27023 Report #: 514010A 434-688-0609 - Date: 10/10/2017 rllomasONrlomasoe.com Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 TYP. 6.00 1 e" MAX O.C. 79.25 6.00 2of3 •••• •• • • • • • • • •• •• •*00*00 •• •••••• • •••••• • • •••••• •••• • ••••• •••••• • • •••••• •• •• • •••••• • • • • • • • •• t •••••• • • ••• `�S R "• L a'LJj��i ~ >ir • 0 • 7Ai Q F F•. ZORIOP• O sS ONAL1 a�'�� Luis R. Lomas P.E. FL No.: 62514 10/10/2017 3of3 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewlsvft NC 27023 Report* 514010A 434-688-0609 Date: 10/10/2017 rllomas(c)Irlomasoe.com Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52K$l OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM • • 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE ' • • ` DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. • • • • 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY • TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY""• OF THE ARCHITECT OR ENGINEER OF RECORD. 0000 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. *00000 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ":": ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER • • • • STRUCTURAL SUBSTRATE MATERIAL. 000000 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TQ MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED ' • INSTALLATION INSTRUCTIONS. • • • 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. • • • �.. r v - \C E N S�.14p *' 0"459 • • ATORID S�ONA�.1�� Luis R. Lomas P.E. FL No.: 62514 10/10/2017 1 of 3 L. Roberto Lomas P.E. 1432WoodfordRd. Manufacturer: Masonite Lewisvide, NC 27023 Report* 514014A 434-688-0609 Date: 10/10/2017 rilomas(dtirlomaspe.com Test Report., N/A Product. Single door Yx6'8" (Composite frame) Scooe: This analysis provides calcu ations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NOS 2012, NDS 2015, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fny = 80,000 psi Side member. PVC Main member: Spruce -Pine -Fr (6=0.42) Side member thickness: t,= L000 in Main member thickness: t = 1.500 in Side member dowel becring strength: F. = 10,000 psi Main member dowel bearing strength: F„ = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: I• = 1.140 in Mode I,,, Mode I, Mode II Mode III. Mode III, ,U WIV • • qm = 636.5 Ibs/in qs = 1900 Ibs/in A: 0.0005 A: 0.00066 A: 0.00OP2 • • • 0.00105 P = 725.61 Ibs P = 1900 Ibs 8: 1.07 8: 0.57 8: 0.910 • g:• • &V Kc = 2.400 Ko = 2.400 C:-681.799 C:-253.623 C:-521.8a4 • • • • is •-03.6 Z.. 302 ibs Z,= 792 Bus P = 510 Ibs Ms = 46.8 in-Ibs Mm = 46y13.4j • • Ko = 2.400 P = 324 Ibs P = 529 Ibs P = 299 Ibs Min. Design value: Z= 125 Ibs Z. 212 Ibs •••• Ko = 2.400 Ko ° 2.4Q0 • • Kai • • •Za• gaO Duration Factor: Co = 1.6 Z. 135 Ibs Z= 221• I9s • 2 : 125 Ibs Allowable Design Value (ZCo): Z'= 199 Ibs/anchor • • • • • • • • • sets** Fastener type: 1/4 ITW Topcon Tabulated values • • • • • N.O.A.16-1222.06 substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2.50 in edge distance spacing (in) 2.00 4.00 2.00 130 161 4.00 163 1 202 Actual CTo C spacing: 3.00 in • • Allowable Design Value: Z"= 155 Ibs/onchor (per interpolation when needed) • • • • Fastener type: #10 Self topping screw (Calculations per 2015 Aluminum Design Manual, section J.5.5) Nominal screw diameter: 0: 0.190 in Screw root area: A, 0.0151 in' Actual edge distance: de: 1.085 in Screw shear ultimate strength: F„ 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: 6063-T5 aluminum Thickness: t, 1.000 in Thickness: tz 0.052 in Ultimate tensile strength: Fn, 14 ksi Ultimate tensile strength: Fuz 22 ksi Nominal strength per bearing (side member): Rn = 20t,F , Rni = 5320 Ibs (Eq J.5-12) Nominal strength per nearing (main member): Rn= 21)t2f` 2 Rn2 = 435 Ibs (Eq J.5-12) Nominal strength per tilting: Rn = 4.2(t,'O)v2F, 2 Rn = 478 Ibs (Eq J.5-13) Nomina: screw shear strength: Rn = A,F„ /1.25 Rn = 654 Ibs (Eq J.5-14) Safety factor: o • 3 Allowable shear and bendng capacity: P. 145 Ibs/anchor Fastener type: #10 Self topping screw (Calculations per AI5I-5100-12, sections A2.3.2 and E4.3.1) Nominal screw diameter: O: 0.190 in Screw shear ultimate strength: F. 54.0 ksi Screw root area: A, 0.0151 inn Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Man member material: Metal framing Thickness: to 1.000 in Thickness: to Ultimate tensile strength: F , 14 ksi Ultimate tensile strength: F¢�/t �/ j,/ Nominal strength per tilting: Rn = 4.2(t2'D)112 z Rn = 1001 Ibs (Eq E4.3.1-t) \ L V /f/, Nominal strength per bearing (side member): Rn = 2.7Dt,F i Rn1= 7182 Ibs (Eq E4.3.1-2 and -4) \\ J` • a • tf . ii/� /� Nominal strength per bearing (main member): Rn = 2.7DtZF,2 Rn2 = 1280 Ibs (Eq E4.3.1-3 and -5) 1 N4 • •y�C! E N y • "rj Nominalt screw shear strength: Rn = A,Fn/1.25 Rn = 654 Ibs 1 • i Safety factor: n = 34-6 ' �iAllowable shear and bearing capacity: P.. 218 Ibs/anchor • Minimum onchor capacity: 145 Ibs/anchorT aFTANob:Anchors with the leastcapscityis used /orcalculsOcrur to qualityanchors whh higherespacity. �.+ • oe ,11Zs'VNA,- iiltl Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E_ 1432WoodfordRd. Manufacturer. Masonite Lewisville, NC 27023 - Report #: 514014A 434-e9E-0609 Date: 10/10/2017 rllomasAirlomaspe. com Anchor calculations, minimum reauired anchors 36.38 Design pressure: 85.0 psf I I 79.25 A2 Al Anchor Locations: max' Anchor Area Load Ind. Cap. QfY Load Zone (ftz) (Ibs) (in) O.C_ Result (in) (Ibs) (Ibs) A, 2.3 195 N/A WA 145 2 98 OK AZ 7.7 656 6.00 18.00 145 5 1 131 OK 36.38 18.19 6.00 TYP. 6.00 TYP. 1 79.25 t 6.00 2 of 3 •••••• • •• •••••• • •••• • ••••• •••••• • • ••••• •• •• • •••••• • • • •• • •••••• • `t1 mlltl/j! \��J�S • L 0:�/��r *. C AT OF a� ��'�•`:��0RSDP' /4/ ONAi.1I IW OG��` Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514014A 434-688-0609 Date: 10/10/2017 rl to mas(EDI rlomasDe.com Installation instructions. 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 112" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM • • 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE • • • DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN, 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY • • •' • • • TRANSFER ALL LCADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILI" • OF THE ARCHITECT OR ENGINEER OF RECORD. • • • 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. • • 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. • • • • • • ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER • • • • STRUCTURAL SUBSTRATE MATERIAL. •00000 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED To • MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGA FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED • • INSTALLATION INSTRUCTIONS. • • • 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 3 of 3 • •• • • •••••• •••••• • • •••••• • •••••• • • •• •••••• •••• • • Luis R. Lomas P.E. FL No.: 62514 10/10/2017 M IAM i•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building SIW Solutions, LLC 975 S. Congress Avenue #102 Delray Beach, FL 33445 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) reseV(! the right...... to have this product or material tested for quality assurance purposes. If this prodUcl & material fails to . • perform in the accepted manner, the manufacturer will incur the expense of such testing and the W may • • • • • immediately revoke, modify, or suspend the use of such product or material within•the"ttrisdictiort. RER:.... reserves the right to revoke this acceptance, if it is determined by Miami -Dade CVLftft Proctwt.Cgritrol' Section that this product or material fails to meet the requirements of the applicable bi:�'ldin� cod(!.• . This product is approved as described herein, and has been designed to comply wiT691l a FloAa•Betilding • • • • • Code, including the High Velocity Hurricane Zone.- • • • • . • DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. • • • • • • • • • APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube MuAionc,": sheets. l Urough :.... 18 of 18 and sheet 3.1 of 18, dated l 0/O l /07, with revision G dated 12/05/18, prepared by AUarooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.17-0717.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0131.11 f�:512 Expiration Date: November 21,2022 Q Approval Date: March 28,2019 11 "tPage 1 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-1016.06) 2. Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1 of 18, dated 10/01/07, with revision F dated 05/16/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TA$ 20J-94 • • • ` ; • ...... along with marked -up drawings and installation diagram of se'fias' 1n0 m"ed.single hung and fixed windows, prepared by Hurricane Engineering & offesting: Ins * Test .... � • Reports No. HETI-07-4107, dated 03/26/07 and HETI-07-4115,' nted 04/09/07, both:....: signed and sealed b Rafael E. Droz-Sed P.E. • • Sn Y a, ...... .... . ..... (Submitted under NOA No. 07-1016.06) ..' .... . . ..... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • % • • • • • • • 2) Uniform Static Air Pressure Test, Loading p*OFM, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 : * • •. **see: 4) Forced Entry Test, per FBC 2411.3.2,1, and i 3 2p2-94•..,, ; • • • •; along with marked -up drawings and installation diagram of series 100 muNed.s'mgle hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 07/10/15, and updated to the FBC 6t6 Edition (2017) on 06/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.17-0918.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manuel Periggil Product Control xami r NOA No. 19- .11 Expiration Date: November 21, 2022 Approval Date: March 28, 2019 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 60' Edition (2017), and of no financial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4107, dated 03/26/07, HETI-07-4108, dated 03/26/07 and HETI-07-4115, dated 04/09/07, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA No. 07-1016.06) G. OTHERS 0 • •••••• 1. Notice of Acceptance No. 15-0715.04, issued to SIW Impact 'Mindows, UC for their • • Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved -en 0k;f 26 and ...... expiring on 11/21/17. """ ' •••••• • • ••••• • • ••••% •• •• • •••••• • • • •• • •••••• Manuel er P. . Product Control E am' r NOA No. 19 .11 Expiration Date: November 21, 2022 Approval Date: March 28, 2019 E-2 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1 of 18, dated 10/01/07, with revision G dated 12/05/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. None •••••• . • D. QUALITY ASSURANCE ...... . .. ...... 1. Miami -Dade Department of Regulatory and Economic Resourc* *s* R) ' • • • • • • .. • • . .... . ..... E. MATERIAL CERTIFICATIONS • • • • • • 00000 • 1. None. • • • • """ ....... • . . .. . ...... F. STATEMENTS • 1. Statement letter of conformance, complying with FBC 6a' Editiofi42017), datedJanuary " 2019, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.N. • • • • 2. Asset purchase agreement dated December 28, 2018, signed by Mr. Abdiel Lopez and Mr. Steven G. Tourek. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA, dated December 28, 2018, signed by Mr. Abdiel Lopez, Manager G. OTHERS 1. Notice of Acceptance No. 17-0717.02, issued to SIW Impact Windows, LLC for their Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved on 08/24/17 and expiring on 11/21/22. Manuel Va .E. Product ControNOA No..11 Expiration Date: November 21, 2022 Approval Date: March 28, 2019 E-3 WINDOW FRAME TUBE MULLION -SEE SEPARATE NOA CAPACITY SEE SHEET 2 FOR SIZES FOR CAi r, j jl'j i ES SEPARATE NGA AND SHEETS 3 & 3.1 "\ SE FOR CAPACITY iijl - __ ;FOR CAPACITY I Iy1 I I j yyTl � __ r----- -� �J��--J uAJI TUBE MULLION =�- - �L__---� -� __ i I I �\—SEE SHEET 2 FOR SIZES AND SHEETS 3 & 3.1 I� FOR CAPACITY Z i DOOR FRAME SEE SEPARATE NOA ;FOR CAPACITY TUBE MULLION I ------ SEE SHEET 2 FOR SIZES rr= AND SHEETS 3 & 3.1 - - -___"--------- - h -L FOR CAPACITY r_=II .___ F l--- ,4---T F__-i�y-1-I£=== 1---� f �Lil I I _ {I�' I JJ u DOOR FRAME SEE SEPARATE NOA FOR CAPACITY _ I .-------------- I J _ LJILS—�__ TUBE MULLION SEE SHEET 2 FOR SIZES AND SHEETS 3 & 3.1 I L„_„1 FOR CAPACITY u I R14•' RECTANGULAR ALUMINUM TUBE MULLIONS'° USING MULLION PROPERTIES ONLY Z e a (Z MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. C SEE SEPARATE NOA'S FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS. LOWER VALUES FROM MULLION APPROVAL OR WINDOW/DOOR NOA ♦Y a. O � o WILL APPLY TO ENTIRE SYSTEM. G W N ` Y^� THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE C 0 t LL REQUIREMENTS OF THE 2017 (8TH EDITION) FLORIDA BUILDING CODE C q N N INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 0 0 W ro ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE Q' C C A, °o APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER G 0. O C w INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. O °P WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER Q; Z O N LOADS TO THE STRUCTURE. a w ii m ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT w p o TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS Q W NT ARE NOT PART OF THIS APPROVAL. -- A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT I m COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. V) MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION O IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE.J O = INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE GLAZING PRODUCT CONNECTION TO MULLION AS AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 & 3.1 SELECT MULLION SIZE STEP 4 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES AND ANCHOR CAPACITY CHARTS STEP S ON SHEETS 4 THRU 18, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • PRODUCT REVISGD - — Yilm with the Florida • ••• ••• ••• ••• ••f6iding Code MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS • • • • ' • Attelxaaoe b I -0 !, • • • • • • • ,align [iatr. HORIZONTAL OR VERTICAL ••• 1T� ME uLuoNS'nN �atr BE UWWITH.': SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 'SAW' GLAZING PRODUCTS • • • • • • • • • • • • • • • • • • • • • • �� !�•j 77jG i .70592 JanS.20191 STATE OF�d¢/: TraWing no. M07-04 1.000 �- -.=j 1'Goo F -_{I 1.000 r - 3 5 125 � TYP. .125 I 4.000 4.000 3.000 .12 1 Ix = .9502 IN\4 Ix = 2.0374 w\4 Ix = 3.1878 IN\4 Sx = .6335 IN\3 Sx = 1.0187 IN\3 Sx = 1.5939 N\3 1 X 3 1 X 4 1 X 4 STD. MULLION STD. MULLION CUSTOM MULLION 6063-T6 6063-T6 6063-T6 j^— 2.000 2.OW--2.000 12 �— 6-- TYP.. .125 .250 6.000 TYP. TYP. 4.000 4.000 Ix - 2.9762 IN\4 Ix = 5.3073 IN\4 Ix = 8.2757 IN\4 Sx = 1.4881 I14\3 Sx = 2.6536 IN\3 Sx = 2.7586 IN\3 2 X 4 2 X 4 2 X 6 STD. MULLION HEAVY MULLION STD. MULLION 6063-T6 6063-T6 6063-T6 1.690 -a+; .690 .125 2.500 .125-' 2.500 1.530 �j— L-1-10 3.750— 1 OF NOTCH_, OPTIONAL MULLION CLIP (6063-T6) ® MULLION CLIP (6063-T6) (ALT. TO ANGLES) a �� 1/2 � (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG CUP LENGTHS MUST BE CUT TO INTO ISY TUBE MULLIONS. INTO 29Y TUBE MULLIONS. OF' 1.250 .125 4.500 Ix = 4.2421 IN\4 Sx = 1.8854 M\3 1-1/4 X 4-1/2 CUSTOM MULLION 6063-T6 Ie— 2.000 —.-• 250 TYR 6.000 i Ix = 15.2031 IN\4 Sx 5.0677 IN\3 Ix = 4.8538 IN\4 Sx = 2.4269 Irv\3 4 X 4 STD. MULLION 6063-T6 .125 TYP. Z X 0 HEAVY MULLION Ix = 17.4502 IN\4 6063-T6 Sx = 4-3625 IN\3 2 X 8 STD. MULLION 6063-T6i• • • • • • • • • • • • • • • • N•TC• • • • • • • ORPI•NAL ••. • • NOTCH _ f11 -- .125 - - a z.000 oy • a. �/ MIN. 4 � l� � • e�• 4 • h-- 2.000 •-•I • • • • IT SNUG 7 ANGLE CLIP • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8 Ix 16.9059 IN\4 Sx = 5.6353 IN\3 6 X 6 STD. MULLION 5063-T6 6.0GG .125 TYP. 000 Ix = 40.7080 IN\4 Sx = 10.1770 IN\3 8 X 8 STD. MULLION 6063-T6 THESE MULLIONS CAN ONLY BE USED WITH SIW' GLAZING PRODUCTS pPODL1CT RFVISW " umpipin9 with the Fkxid. Flldld.ng C.A. A, IV rlo �ay_d�! l C—i,.tion D.-I. v. AH o. 70�2 Jan S,201910, I` STATE OF �4ftU 0 • M Ow Cod 0 OM, m Qaco� 1 O � Q wig � b a Z i ~ p� o N J I ^ Jn h �i Jwr`ri w Jan m Ln J I- c w 1` 0�= Z oom N f U) ^ D Nr (7)rno o irowing no. M07-04 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 1-t/4 1-1/4 x x ➢IMS. i X 3 1 X 4 I X 4 4-1/2 2 X 9 2 X 4 11INDOW DIMS. 1 X 3 1 X 4 I X 4 4-l/2 2 X 4 2 X 4 JLL SPAN STD. STD. CUSTDY CUSTOM STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. HEAVY 26-1/2" 30" 37" 42" 48' 54" 60" 66. 72" 130.0 130.0, 130.0 130.0 130.0 26-1/2" 30" 37" 42' 48' 54" 80" I ' 72" 130.0 130.0 ,_.130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 127.8 130.0 130.0 130.0 130.0 130.0 115.0 130.0 130.0 130.0 130.0 130,0 104.5 95.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8, 26-1/2" 30' 37' 42 48' 54' 60" 88" 72" 50-5/8' 130.0 130.0 130.0 130.0 19-1/8" 26-1/2" 30' 37" 42' 48" 54' W. 66" 72' --130.0 130.0 130.0 _130.0 130.0 130.0 _130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 105.7 130.0 130.0 130.0 130.0 130.0 93.1 130.0 130.0 130.0 130.0 130.0 81.5 128.6 130.0 130.0 130.0 130.0 72.4 114.3 130.0 130.0 130.0 130.0 65.2 102.9 130.0_ 130.0 130.0 130.0 59.3 93.5 130.0 130.0 130.0 130.0 54.3 85.7 130.0 130.0 128.2 130.0 19-1/8- 26-1/2- 30' 37' 42' 48' 54' 80' 66' 72' �" 123.3 130.0 130.0 130.0 130.0 130.0 19-1/8' 26-1/2" 30" 37" 42' 48" 54' 60" 66" 72" 89.0 130.0 130.0 130.0 130.0 130.0 78.6 0 130.0 130.0 130.0 130.0 63.7 2 130.0 130.0 130.0 130.0 56.15 130.0 130.0 130.0 130.0 49.1 F5r99.15 124.0 130.0 122.7 130.0 43.77 110.2 130.0 109.1 130.0 39.35 99.2 11&8 98.2 130.0 35.7 90.2 108.0 891 130.0 32.8 54.6 82.7 29.0 $1.8 130.0 19-1/8- 26-1/2- 30' 37• 42" 48' 54" 60' 66' 72' 74-1/4' 75.3 130.0 130.0 130.0 130.0 130.0 19-1/8" 26-1/2" 30' 37" 42' 48" 54' 60' 66" 72" 54.4 105.4 130.0 130.0 130.0 130.0 48.0 93.1 130.0 130.0 130.0 130.0 38.9 75.5 114.1 130.0 113.5 130.0 34.3 06.5 100.5 120.4 100.0 130.0 30.0 58.2 87.9 105.E 87.5 130.0 26.7 51.7 78.1 93.7 77.8 130.0 _ 24.0 46.6 70.3 84.3 70.0 122.2 21.8 42.3 63.9 76.6 63.6 111.1 20.0 38.8 58.6 70.3 58.3 101.9 19-1/8' 26-1/2' 30" 3T 42" 48' 54' 60' 66" 72" 78" 65.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 26-1/2" 30" 37" 42" 48- 54" 60" 66" 72" 4&9 95.2 130.0 130.0 130.0 130.0 41.4 04.1 126.8 130.0 126.5 130.0 33.6 68.2 102.8 123.3 102.6 130.0 29.6 60.1 90.6 108.6 90.3 130.0 25.9 52.5 79.3 95.1 79.1 130.0 23.0 46.7 70.5 84.5 70.3 122.6 20.7 42.0 63.4 76.1 63.2 110.4 - 3&2 57.7 69.1 57.5 100.3 35.0 52.9 63A 52.7 92.0 ALL LOADS ARE EXT.(+)/INT.(-). 19-1/8• 26-1/2' 30" 3T 42' 54" 84" 96" 35.7 34.8 108" 120' ARCHES TO BE INSCRIBED . INSIDE RECTANGULAR SHAPE -\ VERTICAL MULLION Z GLAZING GLAZING PRODUCT PRODUCT j I_HORIZONTAL MULLION GLAZING PRODUCT N GLAZING PRODUCT GLAZING PRODUCT _MULLION SPAN ___.--j TYPICAL MULLION ARRANGEMENTS WIDTH (W) = wt + w2 2 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 20.7 32.5 43.2 30.3 54.0 28.7 38.2 26.8 47.7 23.2 30.9 21.7 38.7 --- • n m --- --- I THESE MULLIONS CAN ONLY BE USED WITH o 0 20.5 27.3 - 34.1 I m « o - 132' -- •SIW GLAZING PRODUCTS - - 21.2 - 6.5 • •_. �__• • •_ • •_._. ow..o 210• •• •+V1'�'i11A{�"T,p7j�`,' n1 i i r I r22A 34.8 46n 32.3 57.7PRODUCTREVISBD No. 7059225.0 33.3 23.3 41.8 zs _»mi•il.itlhFlorida22.1 29.4 20.6 936.8••• • • • • • • • • • •144' `0 • • • • • �:acx1" 1 Jan 8,2019 W;----' -•-._ • • • • •ExMirrsi�+,i:�c:: �ffJ/j� 0 STATE OP � (y� drawing no. 20 4 • • • • •;rri ai maa. . cccxra; �A4(1iAL she 3 of �� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE-HORIZOMAL MUWON Q v° W1 I W2� MUWON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) wt + w2 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) • • • • • • • • • • THESE MULLIONS CAN ONLY BE USED WRH • • • • • • • • L'SIW' GLAZING PRODUCTS • • • •�-i-- y PRODUCT REVIS..M No. 70592 �_ • • • • • • • • • • • • •..}eemp:yicg with the F,s Aa • • • • •,ra gaa 'N. - An an B 2019 Ar • • • • • •Expiaficm Date LY �� • • • • • • • • ��'• k/� • • •3,, ii�K.'�';ORYON,',�'�� N Poch"c`-� 7,II"," u �_-J 3 vi O r Z J J I j m O o ~ M Q Z N O U OW°`� N 1It 01. O UNN Q LL G� Q g O °}WC Q W LL w 3 Q w f m Z -j W m f 7! Zi J al3�W ml N ° au U . v �.... Jjr� Q 0;(n N oo = 2 < p�m N VJ m o W G �L oO 3Y g a o o iO;o 4� s i o S a drawing nnn� ing ` M07-04 ALL LOADS ARE EXT.(+)/INT.(-), she-t3At l87 cnl'ACl'I'Y - FSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) MU 4X4 2X8 2X8 2X8 BXB BXB WINDOW DIMS. 4X4 2%8 2XB BXB BXB L VERTICAL MULLION GLAZING GLAZING O PRODUCT PRODUCT � 3 { • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GIA2ING PRODUCT 3 3 GLAZING GLAZING PRODUCT PRODUCT W y�U NI zxzxl/e•_. ALUM ANGLE FLOATING CLIP c TYPICAL ANCHORS_ In g G Z n T PER ANGLE In z O z TYPICAL ANCHORS M 3 a 2 PER CLIP o F w m #14 SMS N ',� 2 PER ANGLE \ O W N`.'vl d � N _ Q' OH LL 3 O U N IN, >n I O D 0 < N ------® MUMUWON O .3 t In to p M 1MAx. / LL w o ? N' n HOLLOW/FILLED BLOCK HOLLOW/FILLED BLOCK J O Q i CONCRETE CONCRETE Q W m /4 TRIM LEG AS REDO. m 0 3" MIN. ALTERNATE / z n ANCHOR LOCATION 0 o N 3/8' 3" MIN. -jj ;" m _-- - - MIN. 7 U v g Jlito lil to -j I 0 I 1 I m ON(Jy N I o I I I F c - Owi I I I y0a w j I 0041 N �UUi m i p 310 Of � v MULLION MULLION Q Iin Ong r TYPICAL ANCHORS TYPE 12' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR MASONRY X ` X I° SEE SHEET 6 FOR ANCHOR CAPACITIES m E i'. C •' O O o n'ry .0 70562 M }; o e>cc p!, ing viU, !IH. F1.64. • ••• ••• ••• ••• •••Bn9 PiIC, UCTREVISM No. id;na Cove ` $ • . . . . • • AccePtaace>m/-fit3l.l Jan 8,2019 • • • • • • • Er orae bate 2 STATE OF drawing no. LORtOp"• }i t MULUOtD•CAN:AY BE QS (}�WIT��Y � S'•• � M07-04 51 'GLAZING RODUC S I ��JI��1`I�� ah•-t 4 of18 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 2 X 2 X 1/8^_ ALUM AN \ TYPICAL ANCHORS 1 PER ANGLE /14 SMS 2 PER ANGLE 1� _ MUWON] 1 /2' / TRIM LEG BLOCK CUP FLOATING CLIP-\ TYPICAL ANCHORS 2 PER CUP MULLION- FILLED BLOCK CONCRETE /MFF TRUCTURE :"Ril 3/6" MIN. I I I I i I I I i I I I I I I I 1 I I I I I I I I I I ---L- MULLION MULLION TYPICAL ANCHORS F 2 PER CLIP s• ••• • • • • • •s TYPICAL ANCHORS TYPE 'B2'. TV. 'M2' • • • • • • • • • DIRECTLY INTO HOLLOW/FILLED BLOCK • • • • 0.9 + • • • • • • • • • • DIRECTLY INTO CONCRETE • • • INTO METAL STRUCTURES SEE SHEET 6 FOR ANCHOR CAPACITIES • • • • • • • • • • • • • • • !� PP,comODLpl'CT RrVISBD ying tvi�f the Florida • • • • • • • • • • • • • • Build�ag Code f.CCLp1a9Ce R1p / �Q • • • • • • • • • E;..pisafi;a� L'aG; � Z THESE MULLIONS CAN ONLY BE USED WITH !•fismi- ede ['rodeU 'SIW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • •VCE�"G •••. • I l STATE OF =f drowmg no ( -04 c�� ~••..... .�C M07-04 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I ANCHORS TYPE 11 WINDOW DIMS. I ANCHORS TYPE DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I ANCHORS TYPE 19-1/8' 26-1/2" 30" 37" 42" 4B' 54' 60" 66" 72" 38-3/8" 1 130.0 117.7 130.0 130.0 19-1/8" 26-1/2' 30" 37" 42" 48 1. 60" 66" 72' 78' 1 99.6 57.9 129.0 130.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54' 60" 66" 72" 120" 1 64.8 37.6 83.8 98.0 130.0 95.0 130.0 130.0 71.9 41.8 93.1 108.8 46.7 27.2 24.0 60.5 53.4 70.7 62.5 129.1 75.0 130.0 130.0 63.5 36.9 82.2 96.1 41.3 104.7 60.9 130.0 130.0 51.5 29.9 66.7 7Z9 33.5 - 43.3 50.7 92.2 53.6 119.4 130.0 45.4 26.4 58.7 68.7 29.5 - 38.2 44.6 ____ 80.7 46.9 ____ 104.4 122.1 - 39.7 23.1 - 51.4 _ 60.1 25.8 - 33.4 39.1 71.7 41.7 92.8 108.5 35.3 20.5 45.7 53.4 22.9 - 29.7 34.7 64.5 37.5 83.6 97.7 31.8 - 41.1 4&1 20.6 - 26.7 31.2 58.7 34.1 76.0 SEA 28.9 - 37.4 43.7 - - 24.3 28.4 1 53.8 31.3 69.6 81.4 1 26.5 - 34.3 40.1 22.3 26.0 19-1/8, 26-1/2- 30" 37" 42' 48' 54" 60' 66' 50-5/8" 130.0 89.2 130.0 130.0 19-1/8' 26-1/2" 30" 37" 42' 48" 54" 60" 66' 84' 92.5 53.8 119.8 130.0 19-1/8" 26-1/2" 30' 37" 42' 48" 54' 60" 66" 132" 58.9 34.2 76.2 89.1 110.8 64.4 130.0 130.0 66.8 38.8 86.4 101.0 42.5 24.7 55.0 64.3 97.8 56.9 126.7 130.0 59.0 34.3 76.3 89.3 37.5 21.8 48.6 56.8 79.3 1 46.1 102.7 120.1 47.6 27.8 61.9 1 72.4 30.4 - 39.4 46.1 69.9 40.6 90.5 105.8 42.1 24.5 54.5 63.8 28.8 - 34.7 40.6 -- 61.2 35.6 79.2 92.6 36.9 21.4 - 47.7 55.8 23.5 - 30.4 35.5 54.4 31.6 70.4 82.3 32.8 - 42.4 49.6 20.8 - 27.0 31.6 48.1 28.4 63.3 74.1 29.5 - 38.2 44.6 - - 24.3 28.4 44.5 25.9 57.6 67.3 26.8 - 34.7 40.6 - _- 22.1 25.8 19-1/8" 26-1/2- W. 37' 42" 48" 54 60" 66' 72" 63' 123.3 71.7 130.0 130.0 19-1/8- 26-1/2- 30' 37' 42' 48" 54" 60" 66' 72- 96, 80.9 47.1 104.8 122.5 89.0 51.8 115.2 130.0 58.4 34.0 75.6 88A 78.6 45.7 101.8 119.0 51.6 30.0 66.8 78.1 63.8 37.1 82.5 96.5 41.8 24.3 54.2 63.3 56.2 32.7 72-7 85.0 36.9 21.4 47.7 55.8 49.1 28.6 63.6 74.4 32.3 - 41.8 48.8 43.7 25.4 56.6 66.1 28.7 - 37.1 43.4 39.3 22.9 50.9 59.5 25.8 33.4 39.1 35.7 _ 20.8 46.3 54.1 23.5 _= - 30.4 35.5 32.8 - _ 42.4 49.6 21.5 - 27.8 32.5 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 60" 66, 72' 74-1/4• 104.7 60.8 130.0 130.0 19-1/8' 26-1/2- 30' 37" 42" 48' 54 60" 66' 72' 108" 71.9 41.8 93.1 108.9 75.5 43.9 97.8 114.3 51.9 30.2 67.2 78.6 66.7 38.8 86A 101.0 45.9 26.7 59.4 69.4 54.1 31.4 70.0 81.9 37.2 21.6 48.1 56.3 47.7 27.7 61.7 72.1 32.8 - 42.4 49.6 41.7 24.2 54.0 63.1 28.7 - 37.1 43.4 37.1 21.5 48.0 56.1 25.5 - 33.0 38.6 33.4 - 43.2 50.5 22.9 - 29.7 34.7 30.3 - 39.3 45.9 20.8 - 27.0 31.6 27.8 - 36.0 42.1 - - 24.7 28.9 ALL LOADS ARE EXT.(+)/INT.(-) NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 4 & 5 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 19-1/8" 26-1/2' 30" 37' 42" 48" 54" 60" 144" U TYPICAL ANCHORS: o •I,/4" DIA. ULTRACON BY 'ELCO(F-177 K5), Fy-155 KSI) Z m � W2: INTO 26Y WOOD BUCKS OR W000 STRUCTURES i 1-1/2" MIN. PENETRATION INTO WOOD C h ° n _ W2: THRU 1 BY BUCKS INTO CONC. OR MASONRY Q g ? n_ 0 :) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O:O QQ�`V 62: DIRECTLY INTO HOLLOW/FILLED BLOCK a C LL 1-1/4" MIN. EMBED INTO BLOCK 0�� C2: DIRECTLY INTO CONCRETE (� o N 1-1 /2" MIN. EMBED INTO CONCRETE a& m m g 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) paoo.L Q -aE ¢ ; M2: INTO METAL STRUCTURES Q a tL 6 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) g, Z ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) R 602 IJ TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. N INTO WOOD STRUCTURE = 1" MIN. m INTO METAL STRUCTURE = 3/4" MIN. Z WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 00 CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. �j'ta C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm 2000 PSI MIN. w J a n m to J ~ Gw� O OIzam W' Z:) 0 N I OU Go J vi Q D 3V1J MULLION r HORIZONTAL MULLION J (n r' Wp ti \CHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE t---� n�j \ a;MULLION I_- Z. 11, GLAZ GLAZING PRODUCT I PRODUCT /ZUAZING PRO CT ANCHOR ETNL /1 GLAZING GLAZING PRODUCT PRODUCT I MULLION SPAN 0 \. MULLION c+. ANCHORS 3 •� I••iMQ:�?I�L:f�2AEl�dul:NfS WIDTH (W) =--W1 Z W2 j PROot7Cr REVISW "s mnp;yirrz will.. 18e no -A. • • • • • • • Espimnti C.1, • •11 1, . .41 tod, • • TNES§ .T---•-'•.-�- MU�LLUOI4 QmcAN •N!Y BE UBED&WITH *y • �'SUW GLAZING PRODUCTS AH EN4 • •., 0. 705192 Jan8,201910 STATE OF By: El hawing no. M07-04 • •• •• • • • •• •• ••• • • • ••• • • V.V ;i W 4 NI 2X2x 1GLE = R o ALUM ANGLE J__ -� FLOATING CLIP-\ TYPICAL ANCHORS \ Z m o j t/Y 2" MIN. 2 PER ANGLE 3 �;i 2" MIN. ; MIN. I n !� - TYPICAL ANCHORS \_ \ �rc 4 PER CUP 7 d14 SMS_ 2 PER ANGLE O C zz MULUON� - M------------- ULUON� C 1/Y" / 1/2" / Q WZ y, d MAX. �, piN g 1, L OR/WET/FFILLED BLOCK 1 HO�LLOWW/FILLED BLOCK y p NCRETE Wi 1p Q_ __LLL _i� - _1�...L Q 01 l_1 �AASI REDO. ��_...._. �i 7" MIN. ALTERNATE ' e �- -- ANCHOR LOCATIO� Z NS 3/8" 3" MIN. i0 oy MIN. J J�_ ^ JUjM Q n 0 0 I / DO( G1�lJi - I I ? 0 _ F=�ZU] a cf L----- _L��_.,_-� ei MULUON-' /o 0' 0 MULLION W TYPICAL ANCHORS TYPE 'W4-2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1 BY BUCKS INTO CONC. OR MASONRY G W SEE SHEET 10 FOR ANCHOR CAPACITIES i ji •s ••• • • • • • •• `06 oo R • • •• s • • • • • o� c • • • • • • • • • 111111 till, �` �' GENE'•. : b \ i 2 r�1 . cr ;:evlsrri No. Y0I92 • ••• ••• ••• ••• •L �i jj 16 S:eII ida �: s 3lYi4M1'xi .. D • • • • • • • •=eayxanee NO `I yp Jan 8,2019�� • • • • • • • • • s "Dace �� ®'•. STATE OP A,' drawing no. • __ • • • THESE MULLIONS CAN ONLY BE USED WITH BY \� ab�S•.. .pr lIpP M07-04J L'SIW' GLAZING PRODUCTS — J IvSam zdeYro �xt. ro ��P` Ishee 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X2%1/8- ALUM ANGLE TYPICAL ANCHORS_ 1/2- 2" MIN. 2 PER ANGLE - MIN. #14 SMS 2 PER ANGLE ULUON TRIM LEG 2EOD. ALTERNATE _ ANCHOR LOCATION \ 1 I I I i MULLION - BLOCK 3/8- FLOATING CUP -•� - / TYPICAL ANCHORS_. 4 PER CUP MULLION- ,/2 - MAX.�Lol/n!_LED BLOCK / CONCRETE / MVAV STRUCTURE I § I TYPICAL ANCHORS TYPE `134-2'. 'C4-2'. 'M4-2' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR CAPACITIES •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • �_ "0'?i;ing uidt the Fhafda • • • • • • C4��TS Ca1� • • • • • • • • • • E,_m tv. Laic THESE MULLIONS CAN ONLY BE USED WITH LSIW' GLAZING PRODUCTS v i� ai Y oduc: ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.V 3 i o 0 w Z "� z d'o 2 0Wg` d itot vO�� aIL0Q IL I O Q Wmw m 1 WW �10�5 W Q�imf�U rO e a V) 1 Z w o J J � Jl.in W J Q rt m V; V) N �Z4 _Z u Qm vi Q 3nw TnCIO c � Wig o �Io - off' AH 70592 xY 7: .n$.2019 Edges C TE OF Pqg� drowing no. iL 2 x 2 x 1 /9• ._ �-4--U ; ALUM ANGLE o TYPICAL ANCHORS 1/2" 2" MIN, 2 PER ANGLE_.o C MIN F g I0 2 PER ANGLE 0 Z N `mj -----------r_ J 0 t a �o M V/z/ odgoI o Lo -- ; _ ma� W o C-_ J MULLION 1/2" n ^ mI MAX �HOLIUOW/FIULED BLOCK Z n CONCRETE METAL STRUCTURE O R _.i J zN V �f Jwn TRIM LEG J < M W AS REOD. m z . ALTERNATE ~ I O = m ANCHOR LOCATION / E7100 1 Z) 7Z6 Z QUm N -_____r N n J Q N � ® fII Of o 6" MIN.._o F N N � _ 8 COz Y',R MULLION viz Pi I i= q o " 0 TYPICAL ANCHORS TYPE 'B4-2' 'C4-2' 'M4-2' • • • • • • • • • • • • = a = DIRECTLY INTO HOLLOW FILLED BLOCK • • • • • • • • • a w DIRECTLY INTO CONCRETE • • • • • • • • • • • INTO METAL STRUCTURES • • • • • • • • • �J� �pq AH4 �f",••.�NSF ••. � I, D � oil SEE SHEET 10 FOR ANCHOR CAPACITIES o �: PRODUCTREVISM _ N0.70582 • • • • • • • • • • 000 °%loY"'2 with the Pl�tida • • • • • • At -'Ow— Nk, Jan 8,204 6x :ion Uzm ® STATE OF �(/ rdrawing no. THESE MULLIONS CAN ONLY BV USED WITM 'SIN' GLAZING PRODUCTS 11 111111\1 sheet g Of �$ ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-2 134-2 C4-2 19-1/8" 26-1/2" 30' 37" 42" 48" 54" 60" 66" 72" 38-3/8" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 117.1 130.0 130.0 94.9 130.0 130.0 83.6 130.0 130.0 73.2 130.0 130.0 65.0 124.0 129.1 58.5 111.6 117.3 53.2 IOTA 107.6 48.8 93.0 19-1/8" 26-1/2' 30' 37' 42' 48" 54' 60' 66" 50-5/8' 130.0 130.0 130.0 130.0 100.5 130.0 130.0 88.7 1 130.0 130.0 72.0 130.0 130.0 63.4 120.8 122.3 55.5 105.7 108.7 49.3 94.0 97.8 44.4 84.6 89.0 40.3 T76 9 19-1/8" 26-1/2" 30" 37" 42' 48" 54" 60" 66" 72" 19-1/8" 26-1/2" 30' 37" 42" 48' 54" 60" 66" 63" 74-1/4" DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I ANCHORS TYPE 26-1/2' 30" 37" 42' 48' 54" 60" 66" 72' 19-1/8' 26-1/2" 30' 37" 42" 48" 54" 60' 66" 26-1/2" 30" 37' 42" 48' 54" 60' 66' 72' 19-1/8" 26-1/2" 30' 3T 42" 48" 54' 60" 66' 70' 84' 96" 108" ALL LOADS ARE EXT.(t)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I ANCHORS TYPE 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 19-1/8' 26-1/2" 30" 37' 42" 48' 54' 60" 66' 72" 19-1/8" 26-1/2" 30' 37" 42' 48" 54' 60' 66" 120" 132" 144" 37.2 143- 33027.0 MUUJON ANCHORS VERTICAL _ [ -U-N GLAZING GLAZING PRODUCT PRODUCT TYPICAL ANCHORS: 1/4' DIA. ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) W4-2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 4% 3 In o T: 0 j Z ro 1-1/2" MIN. PENETRATION INTO WOOD O "O1 n �'O Z W4-2: THRU 1BY BUCKS CONC. OR INTO MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY N 64-2: DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4" MIN. EMBED INTO BLOCK I C4-2: DIRECTLY INTO CONCRETE V Liu a 1-1/2- MIN. EMBED INTO CONCRETE Q' M pdo< 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 0 M4-2: INTO METAL STRUCTURES .6 b c Q w 2 tL m STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) LL Wm o I ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Li -� TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = i" MIN. a INTO METAL STRUCTURE = 3/4" MIN. Z 0 cv N ANCHORS CL TO CL DISTANCE - 2" MIN. o WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. -5 v v CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. J > n C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 PSI MIN. m f C n u- N w a 0 of i 0 U I Z 60m N 0 V) QN ¢ �r W MULLION -HORIZONTAL MULLION �O)m w C ANCHORS 4, W2 • • • • • ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE c 3 {\\ a i_ULLION NI V' ��h AB ANCHORS 3 = Z y C c c • a � h _ m a • • • • • • • • • • • TYPICAL MULLION •ARRANGE40S • • F- -- W1 + W2 W4064 (W) i.•-�-•7- .. • I'Vi4P RF;VISI D • • • * �J •.-ifp;y;a,-4h the Florida • • • • • • L'::!t�:i Coda • • • • • • • • t.CLf•'1 :C: Tb� THESE MULUONS CAN ONLY BE USED WITH L'SIW' GLAZING PRODUCTS J GLAZING / PRODU"""��CT ANCHOR ETAIL /1 GLAZING GLAZING PRODUCT PRODUCT I• • M ION SPAN ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GF.NBE'�� n . 70592 �Jan8,2019- STATE OF �/� drawing no. 2 X 2 11 1/8". m m O ALUM ANGLE i ANC 1/2' _ _3- MIN.TYP12 PER ANGLE 3 FLOATING CUP 3 Q F y Z 0 MIN. TP. o m i 3" MIN. \\ o F m w �14 SMS 3 --.ttP. .._-_` j TYPICAL ANCHORS _ a € ; N_ 2 PER ANGLE 4 PER CUP \\ O O` g _ �1 ----------r----- ' O u'a /7 (I aO. m.8 h � p og , 1� -- —--------------------- ----- N _ rci 9 MULLION- ® MULLION 1 /2' I, H4OLLOW/FILLED BLOCK HOLLOW/FILLED BLOCK MAX. � ) CONCRETE MAX. CON RETE Ul N ' Z r 0 p J 3 5/8' MIN. 3' MIN. _ J w M LJ .----------- m I c ul n l c; O o = I o I r z C) N 0�m 2 1n I/ III i i i ¢ n I3w tocn0 T-0 I I I I I I I I I (1 i I I 1 O p m I W O O n W o ------ MULLION-I MULLION- it " w 1. „gsi�8 TYPICAL ANCHORS TYPE 'W4-3' M _ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o c g h THRU 1BY BUCKS INTO CONC. OR MASONRY •• ••• • • • • • •• d O� c SEE SHEET 14 FOR ANCHOR CAPACITIES • • • • • • • • • Pll ouuCT'REVIS13D No.70592 z:ct+my?yule ;siih the Fl:ttisla I= a s • • • • • • ^•P '-=%* y1- Jana 2019 • • • • • •` ai '.r,5•: STATE OF drawls no. •T�jE�E %1W-80NS CAN:C%LY EtUSED W 4 rh•n'.�ex7nx±ortl' \��!/ OPdA$..� `SIW` GLAZING PRODUCTS 1u mqY�T Shee=11 of �$; ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J 2 X 2 X 1/8" _ 4 V al ALUM ANGLE !/! 7 Oi q II i/2' TYPICAL ANCHORS_ FLOATING CLIP-, of 3" MIN. 2 PER ANGLE 1\ Z ro O AN 2 PER MIN. TYP. `� li 3' MIN. \ 0 4 14 �74ANGSMSLE TYP .-__- TYPI 6 PER CLAP- / �" • / / Q 6 S — � 00`8 N --T -------------- ----- -- r===== 0 00 c ----- -- -----6-e---------------- c� tic1 i q8 MUWON-I 2-//'/FlU-ED M�1/2--/L/nUUEO (7MAX BLOCK MAX.M� BLOCK a w CONCRETE CONCRETE—� M A TRUCTURE LtfeTAk STRUCTURE �-1 N 0 z Zi a n O N � J O 3" MIN. -•H 3/8- 3" MIN. V � MIN. J J W rt Z-----------------F ---- W Q n 1 ----- m O %N� N I I Z L) N Z Z I f I N ` N� v I I I 1 (nip 1 I I i I I I I _ p! py ----------- f ----- w ` ozN�o MULLION- - MULLION lY w •�' TYPICAL ANCHORS TYPE 'B4-3'. 'C4-3' DIRECTLY INTO HOLLOW/FILLED BLOCK •!" a e!� •• ••• • • • • • •• ,Y p,� DIRECTLY INTO CONCRETE • • • • • • • • • _ _ • • •• • • • • • u o'er p SEE SHEET 14 FOR ANCHOR CAPACITIESAH • • • • • • • • • • • _U • • • • • • • • • ♦`ittl if tlsb!////�\ �., � , P}� (�CTREVISoO •• •• ••• .70582 • ••• ••• Sf, • • • • • • y. W c'- wi7h !'.0 Florida I T ; {;{ ` bR g r • • • • • • U r'-B Ccde � • • • • • • • • A<--rcaccro 1•, Jan8,2019- • • • • • • • • • • E- n Oa[e � '• STATE Of :(/n drawing no _ _... 07-04 THESE MULLIONS CAN ONLY BE USED WITH i1„4yn� � Product 0 E ♦♦♦ SIW GLAZING PRODUCTS •��//�777N� Csheet 12 of 1g� ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-3 84-3 C4-3 19-1/8" 26-1/2" 30" 37" 42' 48" 54' 60' 66" 72' 38_3/8• 130.0 130.0 13G.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 121.7 130.0 130.0 107.2 130.0 _ 130.0 93.8 130.0 130.0 83.4 130.0 129.1 75.0 130.0 117.3 68.2 130.0 107.6 62.5 130.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 50-5/8" 130.0 130.0 130.0 130.0 128.8 130.0 130.0 113.8 130.0 130.0 92.3 130.0 130.0 81.3 130.0 122.3 71.1 130.0 108.7 63.2 130.0 97.8 56.9 126.7 89.0 51.7 115.2 81.5 47.4 105.6 19-1/8' 26-1/2' 30" 37' 42" 48" 54" 60" 66" 72" 63, 130.0 130.0 130.0 130.0 103.5 130.0 130.0 91.4 130.0 127.5 74.1 130.0 112.3 65.3 130.0 57.1 127.2 _98.3 87.4 50.8 113.1 78.6 45.7 101.8 71.5 41.6 92.5 85.5 38.1 84.8 19-1/8' 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 74-1/4" 130.0 1213 130.0 130.0 87.8 130.0 130.0 77.6 130.0 108.2 62.9 130.0 95.3 55.4 123.4 83.4 48.5 108.0 74.1 43.1 96.0 66.7 60.7 38.8 35._3 86.4 78.5 _ 55.6 32.3 72.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-3 114-3 C4-3 19-1/8" 26-1/2' 30" 37" 42" 48' 54" 60" 66' 72" 78' 130.0 115.8 130.0 130.0 83.6 130.0 127.0 73.8 130.0 103.0 59.9 130.0 9_0.7 52.7 117.5 _ 79.4 46.2 102.8 70.6 41.0 91.4 63.5 36.9 82.2 57.7 33.6 74.7 52.9 30.8 68.5 19-1/8" 26-1/2' 30" 37" 42" 48" 54' 60' 66" 72" 84" 130.0 107.6 130.0 130.0 77.6 130.0 117.9 68.6 130.0 95.6 55.6 123.8 84.2 49.0 109.1 73.7 42.9 95.4 65.5 38.1 84.8 59.0 34.3 76.3 53.6 31.2 69.4 49.1 28.6 0.6 19-1/8" 26-1/2' 30' 37 42' 4B" 54" 60" 66"27.3 72" 96, 130.0 94.1 130.0 116.8 67.9 130.0 103.2 60.0 130.0 83.7 48.6 108.3 73.7 42.9 95.4 64.5 37.5 83.5 57.3 33.3 74.2 51.6 30.0 66.8 43.0 25.0 60.7 55.7 19-1/8, 26-1/2' 30" 37" 42" 48' 54" 60" 66" 72" 108" 130.0 83.7 130.0 103.8 60.4 130.0 91.7 53.3 118.8 74A 43.2 96.3 65.5 38.1 84_8 57.3 33.3 74.2 51.0 29.6 6&0 45.9 26.7 59.4 41.7 24.2 54.0 38.2 22.2 49.5 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 11 THRU 13 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-3 B4-3 C4-3 19-1/8" 26-1/2" 30" 37" 42" 48^ 54' 60" 66" 72' 120' 129.5 75.3 130.0 93.5 54.3 121.0 82.6 48.0 106.9 66.9 38.9 86.7 59:0 34.3 76.3 51.6 30.0 66.8 459 26.7 59.4 41.3 24.0 53.4 37.5 21.8 48.6 r 34.4 20.0 44.5 19-1/8- 26-1/2" 30" 37" 42" 48" 54" 60' 66" 72' 132" 117.7 68.4 130.0 85.0 49.4 110.0 75.1 43.6 97.2 60.9 _ 78.8 53.6 _35.4 31.2 69.4 46.9 27.3 60.7 41.7 24.2 54.0 37.5 21.8 48.6 34A - 44.2 31.3 - 40.5 19-1/8" 26-1/2" 30' 37' 42' 48" 54' 60" 66" 144" 107.9 62.7 130.0 77.9 45.3 100.8 68.8 40.0 89.1 55.8 32.4 72.2 49.1 28.6 63.6 43.0 25.0 55.7 _ 38.2 _ 22.2 49.5 34.4 20.0 44.5 31.3 - 40.5 TYPICAL ANCHORS: 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy:155 KSI) W4-3: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD W4-3: THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 84-3: DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4" MIN. EMBED INTO BLOCK C4-3: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. ANCHORS CL TO CL DISTANCE = 3" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 PSI MIN. MULLION ANCHORS VERTICAL MULLION Z O GLAZING PRODUCT GLAZING PRODUCT --( j MULLION ANCHORS i n MULLION -HORIZONTAL MULLION ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE `` GLAZING PRODUCT 3', ANCHOR aL !1 �Mu ANCHORS GLAZING GLAZING PRODUCT PRODUCT I-� LMULLION SPAN _y TYPICAL MULLION ARRANGEMENTS •• ••• • • • • • •• VA • • WTH {W� =i-• '-•�•2i • • •• ••• •• • • • •• tenocvc;REV!-'sD 1Lx FI-xida • 41 t: `_xLe •THESE MULLIONS CAN•*ALY E:tSED W% A4.m '.de V:wltiw:t -v�L 'N' GLAiING PRODULfS { ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A w. Ail 77i ' 1,1GEN,q f'' •.. .70692 Jan 8,201914 O STATE OF �. .'��'•._ALmm�h_.� drawing no. M07-04 AS REQD. 2 X 2 X 1 ALUM AN 'y- FLOATING CUPS _.a TYPICAL ANCHORS / 3 PER ANGLE \ \ = 2 1/2" MIN. J14 SMS 3 PER ANGLE n '.' TYP. TYPICAL ANCHORS _. 6 PER CUP- 0 - - - - - - - - - - - - - - - - - - - - - ------r===== - f I \ ILUONJ MULLION) i 1/2 1/2 r/ON41/k MAX. CONCRETE MAX. METAL STRUCTURE METAL STP TYPICAL ANCHORS TYPE 'C6'. 'M6' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• F:::Ji�L'CT RF.:1�umt7 �s ccc o1;ia� vritn q:a Flwic: 'fI E MIY.LIONS CAN�ONLY SED WE'y� 'SIW' GLAZING PRODUCTS i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AH ` VGENSF b 140.70592 Jan 8 2019jS '•,. BTATE OF dr0wing no.1 2 x 2x 1/8'_-- U ALUM ANGLE \ T � e 3/8. 2 1/2• MIN. TYPICAL ANCHORS \ MIN. -TP. 3 PER ANGLE Z n #14 SMS. 3 PER ANGLE \ 7- 0° L ` O NM0 / M1�1{{O LyWj+� ip / Q Z M O / J b • � W 2Mg �,y Q W 01 f 1- N N Z'I r MULLION- - - 0 1/2"-� .. Vv U.iri CONCRETE Lu M AL STRUCTURE LL _TRIM LEG m W V) AS RE00. F Cc w m l Off� D 7ZU v! Z ^ 60. N: im (n N TYPICAL ANCHORS TYPE TW, 'M6' U (na^)o DIRECTLY INTO CONCRETE INTO METAL STRUCTURES I I SEE SHEET 17 FOR ANCHOR CAPACITIES VI �I N C • o � � O O •• ••• • • • • • •• •• ••• •• 0C PPn1HPCT RPVISW .70592 a; y�u2fha-'4ru1a 1- HT 1 - • ••• ••• ••• ••• t3Ri�iiro�lt _�,�� $� $ •• •• uccr •O/ JI _ Jan$,2018z • • • • • • •_ • cxnr41, nir_rte �,p?2 i® 87AT'ROF • ly` drawing no. THESE NWLLIONS CAI♦ ONLY USED wl-W i T - �i '•• �� 'Siw' GLAZING .PRODUCTS ' �w01$ ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF r DESIGN LOAD CAPACITY - PSF WINDOW DIMS.[ANCHORS TYP WINDOW DIMS. kNCHORS TYP 26-1/2' 1. 37" 42" 38-3/8. 48' 54' 60" 66' 72' 19-1/8" 26-1/2- 1. 37" 42" 50-5/8" 1. 54' 1. 66" 72" 19-1/8" 26-1/2" W. 37" 42' 63' 48" 60" 66" 72" 19-1/8. 26-1/2" W. 37' 42" 74-1/4" 48" 54" 60" 66" 130.0 1 130.0 1 1130.0 T 130.0 19-1/8" 26-1/2' 30" 37' 42' 48" 54" 60" 66" 72" 19-1/8" 26-1/2" 30' 37" 42" 48" 54" 60" 66" 72" 19-1/8" 26-1/2" 30" 37' 42" 48' 54" 60" 66" 72" 19-1/8" 26-1/2" 30" 37' 42" 48' 54" 60" 66" 78" 84" 96' 108' ALL LOADS ARE EXT.(+)/INT.(-) 130.0 1 130.0 130.0 130.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN C6 MIS 19-1/8" 26-1/2' W. 37' 42' 48" 54" 60" 66" 72' 120" 130.0 130.0 130.0 130.0 1D8.6 130.0 130.0 130.0 95.7 _ 83.7 130.0 117.2 74.4 104.1 67.0 93.7 60.9 55.8 85.2 _ 78.1 19-1/8. 26-1/2" 30' 37' 42' 48" 54' 60" 66" 72" 132' 130.0 130.0 121.7 130.0 130.0 130.0 98.7 130.0 87.0 121.7 76.1 106.5 67.6 60.9 55.3 94.7 BS.2 77.5 50.7 71.0 19-1/8' 26-1/2' W. 37' 42' 48' 54' 1. 86' 44' 130.0 130.0 126.3 130.0 111.6 130.0 90.5 126.6 79.7 111.6 69.8 62.0 _ 55.8 97.8 _ 86.8 78.1 S0.7 71.0 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 15 & 16 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL ANCHORS: 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI. Fys155 KSI) C6: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) M6: INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE = 2-1/2" MIN. INTO METAL STRUCTURE = 3/4" MIN. ANCHORS CL TO CL DISTANCE = 2-1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. MULLION ANCHORS 1\ VERTICAL MULLION Z O GLAZING PRODUCT GLAZING PRODUCT I MULLION ANCHORS _ W1 W2 MULLION `ANCHORS 9; a n I -HORIZONTAL MULLION ARCHES TO BE INSCRIBED / INSIDE RECTANGULAR SHAPE GLAZING / PRODUCT 31 ` \ ANCHOR ETAIL I/1 y\\ Ni `MULLION ANCHORS 3 GLAZING GLAZING PRODUCT PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS • •• • • • • ••• • PIZODC::'t' Rf:'vtstiD • • • • • • • • • • • • • .,*,#I, yw -.Lh the F1orWa • • • • • • A c- *b a AESE HELLIONS CAt?ONLY AE USED WIIA l -y �'SIW GLAZING PRODUCTS -/ ••• • • • • ••• • • ��,u • C q Z � H W t N 0000 0 G CLog8 0 '0raC NN W 11. o°mf Q w Im, I � N m ZI v LD 14 n -1 U -i Vaa Ld JaM m I' v Div) LL N ~' 00:= W z 70 fBUm ^. Q N v t�mm I o r No. 70592 \ a Jan 8,2019 STATE OF drawing no DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN M2A M3A WIDTH (W) MULL SPAN M2A M3A WIDTH (W) MULL SPAN M2A M3A 19-1/8" 26-1/2" 30" 37' 42' 48' 54" 60" 66" 72" 38-3/8' 130.0 130.0 130.0 130.0 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 60' 66" 72' 78' 130.0 108.8 96.1 130.0 130.0 130.0 19-1/8" 26-1/2" 30' 37" 42° 48' 54" 60" 66" 72" 120' 98.0 70.7 62.5 130.0 106.1 93.7 130.0 130.0 130.0 130.0 77.9 716.9 50.7 44.6 76.0 66.9 130.0 130.0 68.7 103.0 122.1 108.5 130.0 130.0 60.1 90.1 39.1 58.6 53.4 --48.1 80.1 72.1 34.7 52.1 97.7 130.0 31.2 28.4 26.0 46.9 42.6 39.1 88.8 81.4 130.0 122.1 43.7 65.5 40.1 60.1 19-1/8` 26-1/2" 30" 37" 42" 48" 54" 60' 66' 72' 50-5/8" 130.0 130.0 19-1/8" 26-1/2- 30" 37" 42" 48" 54" 60" 66' 72" 84" 1 130.0 101.0 130.0 130.0 19-1/8" 26-1/2" 30' 37' 42' 48" 54" 60° 66' 72" 132" 89.1 64.3 _ 56.8 _ -_-46.1 40.6 130.0 96.5 85.2 69.1 60.9 130.0 130.0 120.1 105.8 130.0 130.0 130.0 130.0 89.3 130.0 72.4 63.8 - 55.8 49.6 44.6 108.E 95.6 T 83.7 74.4 66.9 - 92.6 130.0 35.5 31.6 _ 53.3 47.3 82.3 123.4 74A 111.1 28.4 42.6 67.3 101.0 40.6 137.2 60.9 25.8 38.7 61.7 92.6 55.8 23.7 35.5 19-1/8" 26-1/2" 30" 37" 42' 48" 54" 60. 68' 72' 63, 130.0 130.0 19-1/8' 26-1/2" 30" 37" 42" 4B" 54" 60" 66` 72" 96, 122.5 130.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 144" 81.7 122.5 130.0 130.0 88.4 130.0 58.9 88.4 119.0 130.0 78.1 63.3 117.2 95.0 52.1 78.1 96.5 130.0 42.2 37.2 32.5 28.9 63.3 55.8 48.8 43.4 95.0 127.5 55.8 83.7 74.4 66.1 59.5 111.6 99.2 89.3 _ 48.8 43.4 73.2 65.1 39.1 58.6 26.0 23.7 39.1 35.5 54.1 81.1 35.5 53.3 49.6 74.4 32.5 48.8 19-1/8" 26-1/2' 30" 37" 42' 48" 54" 60" 66" 72' 74-1/4' 130.0 130.0 19-1/8" 26-1/2" 30" 37" 42" 48' 54" 60" 66" 72" 108, 108.9 130.0 114.3 130.0 78.6 117.9 101.0 130.0 69.4 104.1 81.9 122.8 56.3 84.4 _72.1 63.1 108.2 94.7 49.6 43.4 74.4 65.1 56.1 84.1 38.6 3a.7 31.6 28.9 _57.9 52.1 47.3 43.4 50.5 75.7 45.9 421 68.8 63.1 14 S.M.S. 2/ CHANNEL TUBE MULLION SEE CHART 'M2A' j j #14 F.H. S.M.S._ 2/ SIDE 1 \ 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION I I I I -----TUBE MUWON � I TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY /14 M SMS 2 PER CLIP SEE CHART 'M2A' 3 PER CLIP SEE CHART 'M3A' ACCESS HOLE, �1-1/2° O.C. MIN. J ------ ----- ------ ---- I I I � I THIS SCREW CAN BE INSTALLED IN EITHER- I \`#14 FH SMS I 2 PER CLIP DIRECTION p t" O.C. MIN. 1-3/4' X 2" X 1/B- (FOR 2BY TUBE) / 3/4' X 2' X 1/8" FOR (18Y TUBE)J ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION o qp 2 N 0 � r pdas 0 NIV¢ awD 1L Z 0 a�of� N Z O' No J �; J4in uj O; cn N F Cw Oofx :+COLA I z 0055 � ANT n a 3^ Lu j Arno " • • • • • • • • • i 111111 j/` W "-� • • • • • • • • • • • �\111 f// � ram; •• •f• •• • • • •• y NAt PRODUCT R[VIS6D r 7� w canplye with the Fimidu s$ yR n Y • •f• ••• sf• •f• APB _ E $ i i • • i i • • Evi+� D�� ?A22 Jan 8,2019 c� �®.�',. STATE OF �: drowmg no.� • r-s--s N --* ONLY rf �� SE M1ILLIONS CA* ONLY OE USED WRif N• 7 '� SIW' GLAZING PRODUCTS 77 NAL _of 18 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • s t t f ! BCIS Home Log In User Registration Hot Topics submit Surcharge Stats & Fads Publications S Contact Us BCIS Site Map Links Search !; b a 4 Product Approval 4USER: Public User Product AQoroval Menu > Product or Application Search > BQnlication List > Application detail FL # FL19092-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived •••••• Product Manufacturer Mr Glass Doors & Windows Inc. : • ' "";' Address/Phone/Email 8120 NW 84th St •• •• • • • . • Medley, FL33166 ••"• • •• � •••••• (305) 470-8284 00000 • • • ulises@mrglasswindows.com : • • • % • Authorized Signature Ulises Senaris • • • • • • • • • •;..' ulises0mrglasswindows.com • • 000000 •• •• • •••••• • Technical Representative ; ' ; • • • • . • • • Address/Phone/Email • • • . • . .. . • Quality Assurance Representative • • • • • 0 Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Certificate of Independence FL19092 R2 COI SS-MG-1000 Alum SGD (LMI-SMII-CI 2017.odf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Method 1 Option D Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/06/2018 02/06/2018 02/15/2018 04/10/2018 mmary of Products FL # Model, Number or Name Description 19092.1 MG-1000 Aluminum Sliding Glass Large missile impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19092 R2 II SS-MG-1000 Alum SGD (j,�ij)-2017 DWG W15-83,p�_f Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad 70592 Design Pressure: +120/-140 Created by Independent Third Party: Yes Other: See installation drawing W 15-83 for span vs load Evaluation Reports combinations and installation details. FL19092 R2 AE SS-MG-1000 Alum SGD (Ltjj)-PAE 2017.pf[ Created by Independent Third Party: Yes 092.2 MG-1000 Aluminum Sliding Glass Small missile impact resistan alum' um slidi Qgblsdoor. Limits of Use Approved for use in HVHZ: Yes • • • Installation Instructions 0**000 FL19092 R2 II SS-MG-1000 A �(�j)- E DWG • • W15-103.paf • • • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +120/-140 Verified By: Javad Ahmad P%*31 2 0 Created by Independent Third.R"VpYes ; • • • • • • • Other: See installation drawing W 15-103 for span vs load combinations and installation details. Evaluation Reports • • FL19092 R2 AE SS-MG-10a0 1lum••SGD (.],j),R&.2017,RQi• Created by Independent Thl"Pato: Yes • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Q91yright 2007-2013 State of Florida.:: Priva Statement :: AccessihiliLy Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MMMEEM Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: MG-1000 ALUMINUM SLIDING GLASS DOOR Maximum Panel Width: 60" Maximum Frame Height: 120" Maximum Load: +120 PSF. -140 PSF (Large Missile Impact) Installation Drawings # W15-83 FL 19092 :02/01/18 0 0 0:::*j equir Inents:...;. The above maximum parameters do not occur simultaneously....... See installation drawings for combination of span vs loads. • • Comparative analysis used X Yes _ No • Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) '....' ASTM E283 Air Infiltration Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. Leakage Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. ASTM E331 Water Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. OR ASTM 547 & Penetration Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. TAS 202 10/25/2015 8594 Idalmis Ortega, P.E. ASTM E330 Uniform Static Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. ASTM F842 Forced Entry Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. 9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcenx.com I alfarooq@afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) FBC 1626.2 Large Missile Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory 10/23/2015 8592 Idalmis Ortega, P.E. 10/23/2015 8596 Idalmis Ortega, P.E. 10/23/2015 8593 Idalmis Ortega, P.E. 10/23/2015 8591 Idalmis Ortega, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the Evaluation Report Engineer: . No 70592 PE # 70592 �:06Javad Ahmad ST • AI-Farooq Corporation EB # 3538 '�,Fs ••oR'°•' �,�2.' SeaIbQ:•2f912018 •..• • 1235 SW 87th Avenue I Miami, FL 33174 1 T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooa@afcene.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT February 5, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 • Tallahassee, FL 32399-2100 • Ref: Mr. Glass Doors & Windows, Inc. •••• • MG-1000 Aluminum Sliding Glass Door - L.M.I MG-1000 Aluminum Sliding Glass Door - S.M.I •••••• Certificate of Independence •••••• • Dear Sirs, • • As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product refeeelfeed above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, J pOEAHMgO,��' No 70592 13 ST OF �'�SS�orvni EN.�•'� Sealed: 2/5/2018 �'''hnn„��o. Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afcens.com DESIGN LOAD CAPACITY - PSF JAMBS W/0 ANCHORS JAMBS WITH ANCHORS AVERAGE WIDTH DOFRAME OR FRAME OR STD. ASTRAGAL STD. ASTRAGAL REINF. ASTRAGAL GLASS TYPES A & 'A1' GLASS TYPES B' & 'B1' 'C' & 'C1. GLASS TYPES 'A' & 'At' GLASS TYPES 'B' & 'Bi' C. & 'C1' GLASS TYPES 'A' & 'A1' PANEL RACHM nCN6 EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INf.(-) 30 100.0 100.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 _ 36 100.0 100.0 _80.0 80.0 80.0 100.0 100.0 _ 80.0 _ 80.0 120.0 140.0 42 100.0 100.0 80.0 80.0 100.0 100.0 80.0 $0.0 120.0 140.0 48 82-7/8 100.0 100.0 Bolo _ Bolo 100.0 100.0 1 Bolo Bolo 120.0 140.0 54 88.9 86.9 71.1 71.1 88.9 86.9 80.0 80.0 106.7 124.4 60 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 30 100.0 100.0 80.0 80.0 100.0 100.0 50.0 80.0 120.0 140.0 36 100.0 100.0 80.0 00.0 100.0 100.0 80.0 80.0 120.0 140.0 42 100.0. 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 48 84 100.0 100.0 s0.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 88.9 88.9 71.1 71.1 88.9 88.9 80-0 80.0 106.7 124.4 60 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 42 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 48 90 100.0 100.0 80.0 50.0 100.0 1GO.0 solo 80.0 120.0 140.0 106.7 124.4 60 - - - - - - - - 96.0 112.0 30 100.0 100.0 80.0 50.0 100.0 100.0 80.0 80.0 20.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 20.0 140.0 42 100.0 100.0 Bolo Bolo 100.0 100,0 _ Bolo Bolo 20.0 140.0 48 96 100.0 100.0 Bolo 80.0 100.0 100.0 Bolo Bolo 20.0 740.0 54 88.9 88.9 - 88.9 88.9 _ - - 06.7 124.4 60- - - -- _- - - - - - 96.0 _ 112.0 30 100.0 100.0 - 100.0 100.0 - - 1,20.0 140.0 _- 120.0 140.0 42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 48 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 50 102 - - _ _ _ _ _ - 115.2 134.4 52 - _ --- - - - - - 110.8 129.2 54 - - _ _- - _- - - _ _ - 105.7 124.4 56 - - - - - - 102.9 120.0 30 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 36 100.0 100.0 -_ - 100.0 100.0 - - 120.0 140.0 42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 48 108 100.0 100.0 - - 100.0 100.0 - 120.0 140.0 50 - - - - - - - - 115.2 134.4 52 - - - - - - - - 110.8 129.2 30 - - - - - - - - 120.0 140.0 36 - - - - - - - - 120.0 140.0 42 114 - - - - - _- _ - 120.0 140.0 46 - - - - - - - - -' 120.0 _ 140.0 _ 50 - --- - - - - - -- -- - -- 115.2 134.4 - 120.0 140.0 - 120.0 140.0 42 4. - - - - - - - - 120.0 140.0 EXTERIOR(+) LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR CONFIGURATIONS EXCEPT TWO PANEL (XX) DOORS SEE SHEET 6 FOR TWO PANEL (XX) DOOR LIMITATIONS. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 120.0 110.0 • • • AVERAGE PANEL WIDTH DOOR FRAME WIDTH NUMBER OF 1 Al- S: INSTRUCTION USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WINO VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 1 FOR THE CLASS TYPE USED. STEP 3 USING CHARTS ON SHEET 4 SELECT HEAD ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIEDIN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3ALL APP SHALL TO ENTIRE SYSTEM. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. THESE ARE NOT REQUIRED. SERIES MG-1000 (L.M.I.) ALUMINUM SLIDING GLASS DOOR 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 MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE 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. ezCfOR•!0 NE R&PONSIBL• FOR THE SELECTION. PURCHASE AND ATISN OF •HIS •RO•U4R BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED B••Y,, ANY MEANS. Sit ACq,L• PROJECT S&L It IP1$SPARED BY A FLORIDA REGISTERED INEER (IR ARCHITECT WHICfRMLL BUOME THE ENGNWER OF RECORD (E.O.R.) •OR THE •RDIECT AND WHO WILLSBE RESPONSIBLE FOR THE PROPER 4RSE OF SIE P.81D. WGINEER OF•RECORD. ACTING AS A DELEGATED •NMNEER•00HE P.E.D•ENWEER VA* SUBMIT TO THIS UTTER THE SRE $SPECIFIC •RAWINGS FOR 6EVIEW. • THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL ANO SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. • J � m •� 1 0 O r o n o �10 ID r :3N N7 m V) $ V M m 00 J 3 1>>i r go O J I C w J 2002W FL #19092 Ugamz `A111111111/rYY ' O EN$t b No.70692 drawing no. ••....P" �ca'..�'� WI 15-83' Sealed: 2/5/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" Intedoyar .090', Interloyer SeMryGlaa - TrosIPVB By 'Kuraray America, Inc.' By 'Kuraroy America, Inc.' ..1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS zm Gt ` n =m 5N z ` G3� n n SILICONE o: DOW CORNING 795 p DOW CORNING 995 tW O 1 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE `A' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS -3/8" AIR SPACE 1 1/4" HEAT STREN'D GLASS 090" -Lays, By - SentryGlas By 'Kuraray America, Inc.' 1/4" HEAT STREN'D GLASS SPACER Z W ALUMINUM m (6063-T5) i N G4 cs i' G3 n : SILICONE DOW CORNING 795 DOW CORNING 995 SILICONE DOW CORNING 795 DOW CORNING 995 w J4AT 1/4POINTS ONER THAN J6' ONLY GLASS TYPE 'B' 9/16' OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE .1/4" HEAT STREN'D GLASS .090" Interloyer Trosifol PVB BY 'Kuraray America, Inc.' 1/4" HEAT STREN'D GLASS SPACER 9 ALUMINUM F m �(6083-T5) i i a DOW CORNING 795 DOW CORNING 995 1/4' HEAT STREWD GLASS .090' Interloyer �Safl!x Clear And Color Glass By Eastman Chemical Co.' _1/4" HEAT STREN'D GLASS SILICONE m DOW CORNING 795 _p DOW CORNING 995 Gl AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE V 9/16" OVERALL LAMINATED GLASS 1/4' TEMP. GLASS -3/8" AIR SPACE 1/4" HEAT STREN'D GLASS 090" Intedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS SPACER ALUMINUM M (6063-T5) z G4 G3 p I I n SILICONE DOW CORNING 795 DOW CORNING 995 O 51 � C N o i AT 1/4 POINTS ALL SIZES 1 AT 1/4 POINTS ALL SIZES G1 AT i/4 POINTS ALL SIZES •• ••• • FL #19092 ' c GLASS TYPE 'Al GLASS TYPE `BI' • • • •• • • • • • • • • • • GL�ESS_'flP�'dl' • • • 111111-111ff `AAAA � Ail AAAA� � A��' O - 1-3/16" OVERALL. INSUL. LAM. GLASS 1-3/16' OVERALL INSUL. LAM. GLASS 1-0/16- O'ERA•L IMBUI•LAW G�S� • �+�� ' ••• �. t o •• ••• •• • • • •• AtCEN$F •® GLAZING OPTIONS • • • • • • • %°® �,,`"�'' drawing no. • • • • • • • • • • • • • • • • • o!' \` �'A$�!��1� W15-83 • • : : • : 1 tA`' enact 2 of 12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Sealed: 2l5/2018 CLUSTER OF 4 ANCHORS AT UNANCHORED JAMBS 3" MAX. EA HD CORNERS -_ HEAD ANCHORS CLUSTER OF 6, 8 OR 10 HEAD AT INTERLOCK/ASTRAGAL CORNERS - _ (SEE SHEET 4) -_ HEAD ANCHORS 192" DOOR FRAME WIDTH I, I, I �I �I I I II n = n OJ II 11 C/1 V= II I� I I i� - - it - = I I II II II II d 1 1 I i l l I I I I 1 1 1 1 I I 1 1 1 1 42 1/8" 42 1/B" SILL ANCHORS FALSE MUNTIN D.L.O. D.L.O. CLUSTER OF 2� OPTIONAL 49 7/16" AT UNANCHORED PANEL WIDTH 49 7/16" JAMBS - PANEL WIDTH JAMB OPTION W/0 ANCHORS --------- - - -- — _ (108" MAX. DOOR HEIGHn" (MAX. DESIGN LOADS - ±100.0 PSF) ------�-� • • • • � •__!-1 • • •• • • • • ••• • SILL ANCHORS • • • • • • • • • CLUSTER OF 6 JJ • • • • • • • • • • • • DAYLITE OPENINGS WIDTHS: AT INTERLOCK/ASTRAGAL TYPICAL ELEVATION PANEL WIDTH - 7.313" TESTED UNIT DAYLITE OPENING HEIGHT: • • • • • • • • • • • • • • • • PANEL HEIGHT - 8.0" • • • • • • • PANEL HEIGHT = DOOR FRAME HEIGHT - 2.625" • • • • • • • • • • • • • •• •• • • •• MAX. FRAME AREA OF S.G.D. SHALL NOT EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER FBC REQUIREMENTS. 18 e JAMB ANCHORS SILL ANCHORS 3" MAX. SILL CORNE No.70582 FL #19092 • • • • • • • • • • • • Sealed: 2/5/2018 • •• •• • • • •• •• ••• • • • ••• • • v� o drawing no. W 15_-83 ;heet 3 of 12 HEAD ANCHOR LOAD ro �, 3 Z h N Q e i a/ g o U µ�I`x OA. C 1�1- 0 UHM �0� �a�o8 19 o_ Q;1 LLWo .:-J� Q W IN f J ? ago N o O Y In � 7 I" N Y m M d M j 00J ro n Y r $ Z } N C.004-11 N L] d �aD�F O O U d M c • 0 0 N •• ••• • • • • • •• `C :Jl • • • • • • • • • 1111111111/�� C o __ .70592 -'- _ 4i • ••• ••• • •• ••• ••• • • • • • • • • • • • • • • '.• O drawing no. ��idAL�� sheet 4 of 12 FL # 19092 CAPACITY - PSP SNM SPACE 1/2" MAX. SHIM 3/8" MAX. SHIM 1/4" tAAX. SHIM ANCHOR TYPE ANCHOR TYPES W. 'B• & 'C' ANCHOR TYPE 'A' ANCHORS •B' d: •C' ANCHOR TYPE 'A' ANCHOR9 •B• h •C' PANEL R1D1N NMNES ODOR FRAME HEIGHT INCHES S ANCHORS AT MTG. >RdS ENDS 8 ANCHORS IT 1RC. ST08 ENDS 10 ANCHORS IT IffO. STILE ENDS 8 ANCHORS AT IfIG. STdB 141D3 8 ANCHORS IT If10. SRIE ENOS 8 ANC80RS AT IRO. 57118 Q1D5 8 ANCHORS AT Ifl'O. SIHB ENDS 8 ANCHORS AT Y1'O. ST08 ENDS 8 ANCHORS 67 Y10. 871L6 ENDS 8 ANCHORS d7 MTC. ST88 ENDS E%1. (+) INf. - EXT. (+) IM. - EXT. (+) INT. - IXI. (+) IM. - E1R. (+) Mf. - FM. (+) INT. - EX7. (+) tNT. - IXf. (+) INi. - EXT. (+) IM. - EXT. (+) INT. - 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 38 140.0 140.0 140.0 140.0 740.0 740.0 140.0 140.0 140.0 _ _ 140.0 42 82-7/8 140.0 140.0 140.0 140.0_ 140.0 1400 140.0 140.0 140.0 140.0 48 - 128.E 140.0 _ 140.0 140.0 140.0 140.0 140.0 _ 140.0 140.0 140.0 54 114.3 124.4 124.4 124.4 124.4 124.4 124.4 _ 124.4 124.4 114.4 60 102.9 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 84 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 --� 140.0 48 128.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 34 112.6 124.4 124.4 124.4 124.4 124.4 124.4 /24.4 124.4 124.4 60 101.5 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 --�-_112.0 --- 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 90 135.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 54 105.2 124.4 124.4 121.6 724.4 124.4 724.4 121.6 124.4 124.4 80 94.7 112.0 712.0 109.4 112.0 _ 112.0 112.0 109.4 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 _140.0 140.0 140.0 140.0 140.0 140.0 42 96 128.9 140.0 140.0 140.0 140.0 740.0 140.0 140.0 140.0 _ 140.0 48 111.0 140.0 140.0 128.3 140.0 139.4 140.0 128.3 140.0 140.0 54 98.7 124.4 124.4 114.0 724.4 123.9 124.4 114.0 124.4 124.4 60 88.8 112.0 112.0 102.8 112.0 111.5 112.0 102.6 112.0 112.0 30 140.0 140.0 140.0 140.0 740.0 140.0 140.0 uo.o 140.0 140.0 36 139.3 140.0 _ 140.0 140.0 140.0 140.0 140.0 -140.0 140.0 140.0 42 119.4 140.0 140.0 137.9 140.0 140.0 140.0 137.9 140.0 140.0 48 104.5 139.3 140.0 120.7 140.0 131.2 140.0 120.7 140.0 140.0 50 102 100.3 133.7 134.4 115.9 134.4 125.9 �134.4 115.9 134.4 134.4 52 98.4 126.8 129.2 111.4 129.2 121.1 129.2 111.4 129.2 129.2 54 92.9 123.8 124.4 107.3 /24.4 _ 118.8 124.4 107.3 _ 124.4 124.4 56 89.5 179.4 120.0 103.5 120.0 112.4 120.0 103.5 720.0 120.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 131.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 -- 42 108 112.8 140.0 140.0 130.3 140.0 140.0 140.0 130.3 140.0 140.0 48 6.7 131.6 140.0 114.0 140.0 123.9 140.0 114.0 140.0 _ 140.0 50 PIt:7:::: 126.3 734.4 109.4 134.4 118.9 134.4 109.4 134.4 134.4 52 1.1 121.4 129.2 105.2 129.2 114.3 129.2 105.2 129.2 129.2 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 740.0 140.0 140.0 36 124.8 140.0 140.0 140.0 140.0 140.0 740.0 140.0 140.0 140.0 42 114 106.8 140.0 140.0 123.4 140.0 734.1 140.0 123.4 140.0 740.0 48 83.5 124.E 108.0 140.0 _ 117.3 140.0 108.0 140.0 _ 140.0 50 89.7 119.8 _140.0 134.4 103.7 134.4 112.7 134.4 103.7 134.4 134.4 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 38 118.4 110.0 140.0 138.E 140.0 - -140.0 140.0 /38.8 140.0 140.0 42 120 101.5 135.3 140.0 117.3 140.0 127.4 140.0 117.3 140.0 140.0 46 88.8 118.4 140.0 102.8 138.8 117.5 140.0 102.6 136.8 140.0 Sealed: 2/5/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • XO (SHOWN) OX b b „ XXO (SHOWN) iL XX (SHOWN) p� %$ a I f�--j N- ai p�ia'i� C1aW� g01 �oo� NOTE: p OH. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1Y Ii 1 N a W u) 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN LL t t/i SHEET 1. Q W M i 3. FOR ANCHOR DETAILS SEE SHEETS 6 THRU 9. J � m o �0 h 5 w (no00 n O C�9Z Lj n O N 0 m moouj m� FL #19092 Ug ,�••'�ceNaF �'; b o i No. TM2 k O drawing no. Sealed: 2/5/2018 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS IN PAIRS _ SEE ELEV. FOR SPACIN 3� NZ �+ W EDGE MIST. - 4- iv W N � _ STAG d 91At A W1 W2 10Y OR 28Y WOOD BUCK N s2 x<N \v _J- ,__ j. POURED & HARDENED HIGH STRENGTH GROUT I NON -SHRINK. NON-METALUC - -ft - 5000 PSI MIN, NOT BY MR. GLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE \ TYPICAL ANCHORS PAIRS .__IN SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING Z n N 2 e 3 O 4LL x U �1gNgN1 a Q 1�0 �W8°J9 Q W 8 LL WEEPHOLES: W1 = 1/4" X 1-1/2" LONG WEEP HOLES AT 5 1/2" �---� FROM EACH END AND 16" O.C. W2 = 1/4" X 1-1/2" LONG WEEP HOLES J U ? (1) AT FIX. PANEL y1 0 (3) AT MOV. PANEL 8 3p N Z 5 3 Al CJ z w a 0 3 ~ 0 p J v FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS - o J REQUIRED AT TWO PANEL (XX) DOORS ONLY co 2 00 2 k WITHOUT SILL RISER LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF FOR 3-5/8" SILL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF FOR 4-5/8" SILL RISER MAX. EXT.(+) LOADS 120.0 PSF 1 j 14 I ll 1 If ll I I 11 �I II II II I it JI 'm = U I h d • I • r � • N • • 1 • 1 •. • • • • • • I• i• • 1Q�1p1g111A11y��1®, �\ �' •• VGE E5 '•' •••. ••• ••• ••• ••• - No.706B2 VD OF TYPCAL ANLMORS • • • • •.,AXORIOP`. SEEEms. FL #19092 ��:"°/I FOR SPACING I,A�E • • • • • • • • • • • • 5e81ed: 2/5/LU1 d • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 1 m a o � drawing no. W15-83 WOOD STRUCTURE DIAGONAL a' X � ga �m 3C1W WN �s /7TYF4CAL ANCHORS S SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV. FOR SPACING PE 'A'- ,5/16" DIA. ULTRACON BY 'ELCO(F-177 KSI. Fy-155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) DIRECTLY INTO CONC. OR BLOCKS 2" MIN. EMBED INTO CONCRETE (JAMBS) 2" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) TYPE 'B'- 5/16" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED (HEAD/SILL) TYPE 'C'- ,5/16" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE NTO CONCRETE AT HEAD/SILL = 2-3/16" MIN. NTO CONCRETE AND BLOCKS AT JAMBS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 30DO PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI METAL -STRUCTURES 1/8" THK. ri EDGE DIST. 4' MIN. STAGGERED DIAGONAL — JI A W w� �J TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• ••• . . . . .. .. . . . . • % % • • • • • • • • •• • • • •• ••• • 0 0 ••• 0 • II F.B.C. APPR'D MULLION 11 11 SEE SEPARATE APPROVAL j 1 1 11 II 1 I SEE ELEV. FOR SPACING �4V F z� O v 0 v �q� LL O 0R008 oofol Z it MRS k PD AN �� •' �EN� 'moo � P No.705B2 S _= %® drawing no. FL # 19092 �'�i TONAL sneer 7 of 12 TYPICAL ANCHORS STD. ASTRACAL SEE ELEV.- ANCHORED JAMB OF FOR SPACING FIX. PANEL WIDTH #14 X 2-7/8- FH SDS AT 5" FROM ENDS E6 ES D L OPG. AND I I' D.C. A 0. U01 EXTERIOR WOOD SUCKS V2* MAX. MAX. DOOR FRAME WIDTH V) L An BEARING SHIMS UNANCHORED JAMB AT 5 SILICONE EXTERIOR GAP MAX. DOOR FRAME WIDTH EI BELOW NOTE: oc MAX. MOVEMENT CONSIDERED-100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION No.70502 MANUAL FOR COMPATABIUTY OF SEALANT TO SUBSTRATE & WINDOWALL MATERAL/FINISH AND COMPLIANCE FOR WARRANTY. 0 0 REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. drowing no. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD WED ON MANUFACTURER GUIDE LINES. Omo W15-83 GAPS LESS THAN 1/4- MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF CAP ALLOWED MOVEMENT. FL #19092 oomod:mn/2ox FLU-0- TYPICAL ANCHORS Z r•. SEE ELEV. ING C TOR SPAC� 1 a EL 00`4 U �a Cyj�n - TYPICAL ANCHORS XNFOR PICAL ANCHORS 2 SEE ELEV. E ELEV. Q W 0 LL 6 — -- FOR SPACING SPACING 2 zZmiW ( METAL 0 _ STRUCTURE _ EXT.; Z w o 1/2" MAX. v o LOAD BEARING O a MAX. DOOR FRAME WIDTH 1/2" MAX. SHIMS o 1 /2" MAX. 10A0 _. MAX_ DOOR FRAME WIDTH -----� m---- H MAKING Z o LOAD GEARING MS SHIMS 0 w m ~ Y J O M m n D M m SEE ELEV. ANCHORS DRILL NO 7 � ((//� � I FOR SPACING O AND TAP FOR 1/4"-20 (� 3Y cZO > J S 0 C14 w o - ro � SET SCREW 1/4"-20 x 3/4' O w AT 4" FROM TOP do eOTTOM AND (2) AT MIDSPAN AT 6' O.C. 0 u U >O •• ••• • • • • • •• O O a. VERTICAL SLOT • • • • • • • • • 'm o • •• • • • • ••• • `' c - 0.257• x 1/2" LONG CENTERED • • • • • • • • • IIIIIj �� ..; WITH THE SET SCREWS. • • • • • • • • • • • • ��`71® LPN J'/��i 1/2" MAX. MAX. DOOR FRAME WIDTH LOAD BEARING g; VCEN I b g SHIMS 0 • ••• ••• ••• ••• ••• 140.70592' • • • • • • � ® drawing no. '�,°�'''• OR1D".•'' ®�� W15-83 FL # 19092 ��'°S�a11AL .�`� �N�111j1TU�� she•t.g ofI Z) • • • • • • • • • • • • Sealed: 2/5/2018 • • • • • • • • • • ••• • • • ••• • • 5.887 .417 -M --� 4.374 - 4. V 125 - I .452 1 F 1� m �- 1.173 Z q °I 1.760 1.000 .110 1.547 2.625 4.000 j C s .. 0 1-1.550- 1.250 k- 3.0� 3.633 4.374 -125 ----- - 3 Q „5 q ` � � II .080 IZO C Et FRAME HEAD/SILL --tip 2.250-�•I v $ g, 437. 5 E14 1.173 - g 0•� p-�2esPANEL RAIL/STILE��ILL RISER (OPTIONAL) -CORNER KEY1.605-1 � .452 I^- - j� 2.000--y ---� �` I I .t� �Z7 s _ E2 FRAME COVER 7 .125 2.835 ..- .750 IQ W p I--� 2.492 -�{ 1.467 �- - -� 2.000 U m 2.547 2.750 � Z m - � o O S ~ .075 2.412 -- �i 4.633 o u 2.625 t/_1 Z rt E7 PANEL INTERLOCK 080 _ ALIGNMENT CORNER 055 241 Al ST. STEEL z Vl K s. 500 .855 .230 E7 -�i .840 L O I o JAMB COVER Ets 2287-1 SILL RISER (OPTIONAL) .950 060 1.073 950 1.073 0 Z INTERLOCK COVER- e� 33 g N 1.370 j�-.657 .090 -�-� GLASS STOP (LAM. GLASS) GLASS STOP QNSUL. LAM. GLASS) .412 628 1.700 �- 06 5.400 1 250 I E9 TRACK -d 1.135 0 1.750 E13 m 1.550 .720 .125 -2.180 u 0 0 E4 FRAME JAMB--- �IIrI .189-- • • • • • • • • • • • • • • • • d I • • • • • • • • • 1111T Itllr\ �� 6.450 1.300 2.750 -• • • • • • • • • • • ��1` ® A/{ r7r/i ' 2.635- • • • • • • • • c �� oD �° •• . 'ice' , ; o ---- 090 1.730 .125 1'550 • • • • • • • • • • • • ��•••1}CEN �„ �7 No.7059Y .075 � 1.850 -t570 • •• ••• ••• ••• ••• ••• • • • • • C--� .060 • • • • • • • ��® •' 8 � drawing no. . . • • •• •• • • •. ��••' .� W15-83 THRESHOLD/JAMB CAP REINF. ASTRAGAL E13 STD. • • • • • • FL # 19092 ��®��AO 1�� sheet 10 of 12 Eto Sealed: 2/5/2018 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Sealed: 2/5 ITEM 0 PART III QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E2 AS REDD. FRAME COVER 6063-T5 - ALL JOINTS AND FRAME CONNECTIONS SEALED WITH E3 AS REDD. JAMB COVER 6063-T5 - WHITE/ALUMINUM COLORED SILICONE. I SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK &a 0 u Es IGOO-E-1018 _A� REM INTERLOCK COVER 6063-T5 FASTENED TO LOCK STILE WITH SURFACE MOUNT METALLIC HANDLE AT 38-1/2- FROM BOTTOM Elo 1000-E-1013 AS REOD. REJNF. ASTPAGAL 6005-T5 FASTENED TO LOCK STILE WITH a E12 ODO-E:j 02 4/ PANEL GLASS STOP (INSUL. LAM. GLASS) 60631-T6 SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2- FROM BOTTOM 3 In G3 AS REGO. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 70*5 SHORE A ot 19 G9 AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE GIO— AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE Ld LI PSOI-7002 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK L2 PSOI-7102 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK _j M 1 2 PANEL ROLLER ASSEMBLY AT 9" FROM ENDS --ST. STEEL/ACETAL FASTENED WITH (2) 12-24 X 3/4- PH US M6 AS REOD. PANEL GUIDES NYLON M7_ AS REGO. PANEL GUIDES NYLON sl #12 X 1 1/2' 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SOS S2 10-24 X 1/2- AS REGO. INTERLOCK FASTENERS, AT 8' FROM ENDS AND 12* D.C. ST. STEEL PH TC MS S4 1/4-20 X 1/2- AS REOD. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS m0o ITEM 0 PART III QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E2 AS REDD. FRAME COVER 6063-T5 - ALL JOINTS AND FRAME CONNECTIONS SEALED WITH E3 AS REDD. JAMB COVER 6063-T5 - WHITE/ALUMINUM COLORED SILICONE. I SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK &a 0 u Es IGOO-E-1018 _A� REM INTERLOCK COVER 6063-T5 FASTENED TO LOCK STILE WITH SURFACE MOUNT METALLIC HANDLE AT 38-1/2- FROM BOTTOM Elo 1000-E-1013 AS REOD. REJNF. ASTPAGAL 6005-T5 FASTENED TO LOCK STILE WITH a E12 ODO-E:j 02 4/ PANEL GLASS STOP (INSUL. LAM. GLASS) 60631-T6 SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2- FROM BOTTOM 3 In G3 AS REGO. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 70*5 SHORE A ot 19 G9 AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE GIO— AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE Ld LI PSOI-7002 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK L2 PSOI-7102 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK _j M 1 2 PANEL ROLLER ASSEMBLY AT 9" FROM ENDS --ST. STEEL/ACETAL FASTENED WITH (2) 12-24 X 3/4- PH US M6 AS REOD. PANEL GUIDES NYLON M7_ AS REGO. PANEL GUIDES NYLON sl #12 X 1 1/2' 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SOS S2 10-24 X 1/2- AS REGO. INTERLOCK FASTENERS, AT 8' FROM ENDS AND 12* D.C. ST. STEEL PH TC MS S4 1/4-20 X 1/2- AS REOD. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS m0o 5, W � I i � I I. •• ••• • • • • • •• • • • • • • • • • • • • •• ••• •• • • • •• • • • • •• •• • • •• FL #19092 jP:•''�yCEN '••'Cd No. T0592 � Sealed: 2/5/2018 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • drawing no. W 15-83 Business tnal",��'Requlation BCIS Home I Log In User Registration 1 Hot Tbpics Submit Surcharge Stats & Facts Publications : Contact Us BCIS Site Map Links Search br Product Approval IUSER: Public User Product AgQroval Menu > Product or Agolication Search > Agplication List > Application Detail FL # FL20359-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived •••••• Product Manufacturer Mr Glass Doors & Windows Inc. : • • • Address/Phone/Email 8120 NW 84th St • • ' • • *see:* Medley, FL 33166 "' ;" • (305) 470-8284 • • • •'' ' • • • •. ulises@mrglasswindows.com 0000 • • • • ••••• •••• • Authorized Signature Ulises Senaris • • • • • • • • goes' ulises@mrglasswindows.com �' • 0000 • • • • Technical Representative . • • • • goes" Address/Phone/Email • • • • • • Quality Assurance Representative goes Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. � Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20359 R2 COI SS -Series MG-300 Alum Horizontal Sliding—WjnLt=(LMI- 2ff)ZQLZQ1LPff Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option D Date Submitted 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval 01/21/2018 Date Approved 04/10/2018 Summary of Products FL # Model, Number or Name Description 20359.1 Series MG-300 Aluminum Horizontal Large missile impact resistant aluminum horizontal sliding Sliding Window window. CLimits of Use Installation Instructions Approved for use in HVHZ: Yes FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding Approved for use outside HVHZ: Yes Window (LMI)-2017 DWG W 16-26.p_if Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W 16-26 for span vs. load Evaluation Reports combination and Installation details. FL20359 R2 AE SS -Series MG-300 Alum Horizontal Sliding I w (LMI) -PAE 2017.pdf • • Created by Independent Third Pasty: Yes • • • • • • • • • • • 20359.2 Series MG-300 Aluminum Horizontal Small missile impact resista,t$ i;IylgVum hgfizorital sliding • • • �• • j Sliding Window window. • •: r r 0 • Limits of Use Installation Instructions • • • Approved for use in HVHZ: Yes FL20359 R2 IIM - • • ? • 1 Slidincis Approved for use outside HVHZ: Yes in w(5MI)-2 17 DW W1 - RS>f • " • • • •••{• Impact Resistant: Yes Verified By: Javad Ahmad PE•4R T199.92 • • • • • • Si Design Pressure: +90/-140 Created by Independent TNrt1*Pa y: Yes • • • • • • r• Other: See attached drawing W 16-28 for span vs. load Evaluation Reports • • • • combination and installation details. FL20359 R2 AE SS-Senes•MG-!•Q;Alum Horizontal Slidinj • i Win w(SMI) -PAE 2ULQ. P • • • • • • • • Created by Independent Third Party: Yes • • • • • M, Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. _QQQyright 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 e-mail 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 mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official 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: rrt MJ WAR, Ed Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 20359 Date:01/08/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW Maximum Width: 126"(XOX) 96"(XO) Maximum Frame Height: 74" Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W16-26 This product complies with the High Velocity Hurricane Zone (HVHZ) testing regLllreMents. ' The above maximum parameters do not occur simultaneously. •• • See installation drawings for combination of span vs loads. .'. •• Comparative analysis used X Yes No '....• Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration 03/29/2016 FTL-8856 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Testing Laboratory, Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ANMA�'': `.`3..`GEF• No ]0592 / '• lavad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 Sr,oNA��? `' Sealed: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT January 12, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations ;• 1940 North Monroe Street, Suite 90 • Tallahassee, FL 32399-2100 •„•�• •. • Ref: Mr. Glass Doors & Windows, Inc. .'"". :•••�• Series MG-300 Aluminum Horizontal Sliding Window (L.M.I. and S.M.I.).• • Certificate of Independence :••••• Dear Sirs, •• As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product ieferanced• •••• above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, AMMgp No °592� �F' •.• o A t o."• �,`�� Sealed: 1/12/2018 A„�� Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcene.com I alfarooq@afcenx.com n WWWWWW-- )L. ANCHORS SEE CHART ON SHEET 4 (4) ANCHORS TYP. /-AT MG. STILE ENDS / AT 4' O.C. 7 I I I I II II 7 •/ I II �� it a I II II O u n Ci I n n I n n I 11 I I I 11 I I 1 11 I I I 11 I I I 96" �u WINDOW WIDTH E MUNTINS (2) ADDL. ANCHORS Z m �•? ( RRT BE APPLIED) ONEBHEE�T (4) ANCHORS O n q BE USED 6' MAX. r AT MTG. STILE ENDS F W@i HEAD/SILL A _� AT 4' O.C. FALSE MUNTINS CORNERS 8 -(SURFACE APPLIED) �I� I`I MAY BE USED E v t s C D a a7 I I II I $ eO = M = n o / I li ii %/ it m Z •• F > II II II I I II II II 32 3/8" \ \ ` / 32 3/8' D.L. OPG. D. L. OPG. io 37 3/16" 9 3 Z 6 ii J I in0 3 0 n tJ z Z 43 3/8' 43 3/8" 3 O.L. OPG. D. L. OPG. �� w 010 TYPICAL ELEVATIONS as 3/16" p - � TESTED UNITS VENT WIDTH = O a NMl ro THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. OD OnSERIES MG-300 SHUTTERS ARE NOT REQUIRED. 3 E a ALUMINUM HORIZONTAL SLIDING WINDOW -- --- _ ---- - "" "" " — o z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER o � CHARTS SHOWN ON SHEETS 4 & 5. I w (4) ANCHORS 6. MAX. AT MTG. STILE ENDS HEAD/SILL B _- AT 4" O.C. CORNERS C D II II i n Of O S jj j m z e Wb 3 > I u n _11 IL.__._ -- IF II �� II II II II u II u 6 I� 32 3/8' 48 1/8- 0 L. OPG. D. L OPG. 7v 37 3/16' VENT WIDTH APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALIATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATON PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE e-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY MY MEANS. REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) 18Y OR 28Y WOOD BUCKS &BUCK FASTENERS BY OTHERS, MUST BE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE TO THE BUILDING STRUCTURE. SPECIFIC DRAWINGS- FOR REVIEW. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � FL20359 A LOAD DURATION INCREASE IS US�RN t�a� A41CH0ewTO 4 LILY• i ALL SHIMS TO BE HIGH IMPACT, CN-METALLI: AND IHMd-111110MRRE9e1•BLl. • %A �/' MATERIALS INCLUDING BUT NOT LIMI�D TO �! L ET SyAl',c_�"y, AT • COME INTO CONTACT WITH OTHER DIS�AIILARTEFvuy TAETnr ,',1111111 `J 'O'••' `3; •'•VGEk$F"•.;fJ/ • • REQUIREMENTS OF THE 2017 FLORIOK BLT1e. DE Pf ST D S. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NO. 70b92 w FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY _ �7 Q OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR _ i WATER INFILTRATION RESISTANCE ETC. • • • • • • 000 000 • • ' r CONDITIONS NOT SHOWN IN WING ARE TO BIb ANALYZ#D SEPARATELYO AND TO BE REVIEWED BY BUI INCOOFRQIAL. • • �� • • MANUFACTURER'S LABEL SHALL•BE•LO(STEQD OFPA R Y VI LOCAYON• • • �i tSYsi�••••••, IN ACCORDANCECOMPLY SECWITH SE017d 977701.9.2. ORIDA I LDING•C DE. • •LA13ELING TO / O�}�) Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • drawing o411 W16-26 11 Ill 7/8- WINDOW WIDTH 1�1 � (4) ANCHORS 6' AT MTG. SDLE ENDS Z m % HEAD/SILL p �AT 4' O.C, FALSE MUHTINS 1F- J CORNERS 6 — — — (SURFACE APPLIED) i'� �� MAY BE USED F IU U �C Im m cy Odor ,T M=� Oaf& eZ �wo LL VI la$ e all � -- Z H J � O L�_�_DE 32 3/8" 32 3/8' 32 3/8" wOPG. D.L OPG. D.L. OPG. )o Q� Z /16' 37 3/16" O VENT WIDTH VEM WIDTH W co IV �_ Q' o 0 � 127 5/8" = n WINDOW • • •••••• •••• •• •••• •• • ••• •••• •••• •• '%�C��i:, °•a.'S�T•,'�°�.' ET NSF 0jaQmd h rNoaC0uWa 6 w�t in2Og3DJ 6" MAX. .(4) ANCHORS ;R! AT MTG. STILE MUNTINS N2 CORNERS ---, (SURFACE APPLIED) 1w MAY BE USED OD m C O•••• ••• ••• C No.70M 32 348 1/8" 32 3/8" •• VENT WIDTH • ICAELEVAT E MOTH !OASVTESTED UNITS FL #20359 NA�}yfn 1o:0. I I I 7 7 1 ===U==== - I I II ,I I it I I B 6 I I I it I I N3� wPGIDTH /O- �IIIIIIIIIIIII.I --- ==iIII1JIIIIIIIII�D7III�IIIIIIIIII -._�L - . �IIIIIII11IIII1IIII � -- ^- Oo.Lo./w O. P-GIIIIIIItI�IIIIIIt' • • • • • • • • • • • • Sealed: 1/12I2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C 1/8" HEAT STREN'D. GLASS .090" Interloyer Trosifol I" �By Kuraray America, Inc.' f-1/8" HEAT STREN'D. GLASS AT 1/4 POINTS ON LITES 29 WIDER THAN 36" ONLY GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" HUT STREN'D. GLASS .090" Interlayer Troeifol PV8 By 'Kuraray America, Inc.' r1/8 /-DOW 795EN•D. GLASS HEAT SILICONE OI GuC�] AT 1/4 POINTS ALL 0 SIZES GLASS TYPE 'Al'YPE 'Al 11/16" OVERALL INSUL. LAM. GLASS HEAT STREN'D. GLASS --3/16" HEAT STREN'D. GLASS �� N .090" Interlayer .090" Intedoyer Troslfol PVB By 'Kuraray America, Inc.' SentryGlas By 'Kuraray America, Inc.' T. 3 t -3/16" HEAT STREN'D. GLASS 3/18" HEAT STREN'D. GLASS H IZ I i IL. ` a o SILICONE DOW 795 SILICONE DOW 795 (yNY1 22 tl it 22 it Ij 0 rrX° i LL - 0 a° p g itii°Q C 29 AT 1/4 POINTS ON LRES 29 AT 1/4 POINTS ON LITES J p g WIDER THAN 36" ONLY WIDER THAN 36" ONLY a W GLASS TYPE 'B' GLASS TYPE 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. CUSS � .J Z v O) C3 Y t/8" TEMP. GLASS 1/8" TEMP. GLASS # O n ca Z R 1/4" AIR SPACE 1/4" AR SPACE z 3C 3/16" HEAT STREN'0. GLASS -3/16" HEAT STREN'D. CUSS W .090" Intedayer Troejfol PVB .090" Interiayer SentryGlae �+ a7 W O N By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' r%1 8 ao 3/16" HUT STREN'D. GLASS 3/16- HUT STREN'D. GLASS J 0 U) 3 Y Z � n w SILICONE w SILICONE t rOn I O O W DOW 795 Z m DOW 795 i m J 000 M 2/ 22 n�(��j II �� / K �� / ^ 29 AT t/4 POINTS YWW 29 AT 1/4 POINTS `a ALL ES ALL SIZES G� AST LSS TYPE 'BI' PE 'BI' GLASS TYPE 'Cl' - 7/8" OVERALL INSUL. LAM. GLASS - - 7/8" OVERALL INSUL LAM. GLASS -- - -- - c a 0 0 GLAZING OPTIONS •• ••• • • • • • •• " d c SPACE CONSISTING OF: 1 1f4" AIR 'DURASEAL' EDGE SEAL SYSTEM _ 70882 BY 'QUANEX' — • • • • • • • Q •. A OF � ' °cis•,. �, drawing no. FL 20359 # drams ,A <�,,,,Illlttt sheet 3 of10 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • •% • • • ••• • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) DIMS. 'AI' GLASS TYPESFRAME 'B' & 'III' 'C'&'Cl' WIDTH HEIGHT INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(- 26-1/2" 37" 53-1/8" 63" 74" 84" 96" 26" OG�LASSTYPES 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.090.0 140.0 80.0 80.0 80.0 80.0 __9_0.0_ 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 26-1/2' 37" 53-1/8" 63" 74" 84" 96" 38-3/8" 60.0 80.0 80.0 00.0 90.0 140.0 80.0 80.0 $0.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 _ 90.0 140.0 80.0 80.0 50.0 80.0 90.0 140.0 80.0 80.0 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 26-1/2" 37' 53-1/8" 63" 74" 84' 50-5/8' 80.0 80.0 80.0 50.0 90.0 140.0 Bolo Bolo 80.0 80.0 90.0 140.0 Bolo Bolo B0.0 Bolo 90.0 140.0 Bolo Bolo B0.0 Bolo 90.0 140.0 Bolo Bolo 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 138.7 37" 53-1/8' 63" 63" 74' 84" 96" 26-1/2" 37" 53-1/8" 74" 63" 74' 84' S0-5/8" 96' 74' 84" 63" 96" DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'Bl' GLASS TYPES & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXi.(+) INT.(- 24" 36" 48" 60" 72" 84" 96" 24" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 30.0 80.0 50.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 $0.0 80.0 80.0 90.0 1 140.0 - - 80.0 1 80.0 90.0 140.0 24" 36" 48" 60" 72" 84" 96" 36" 50.0 80.0 80.0 60.0 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 50.0 80.0 90.0 140.0 80.0 80.0 50.0 80.0 90.0 140.0 80.0 Bolo 60.0 80.0 90.0 140.0 80.0 Bolo 80.0 80.0 90.0 140.0 80.0 80.0 $0.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 1 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 Bolo 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' 36" 48" 60" 72" 4 72" - - 80.0 60.0 - - - - 80.0 80.0 - - - - _ 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 110.0 - - o 96" 48' - - - - 90.0 140.0 �1 o 72' 84" 60' - - - - 90.0 140.0 - - - - 90.0 140.0 I (1/2W) (1/2W) I r OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) A7ou" N GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES "o FRAME DIMS. 'B' & 'B1' 'C' & 'Cl' FRAME DIMS. 'B' & 'B1' 'C' & 'CP WIDTH HEIGHT EXT.(+) INT.(-) EXi.(+) INT.(-) WIDTH HEIGHT EXT.(+) INf.(-) EXT.(+) 55-1/2' 80.0 80.0 90.0 140.0 54" 80.0 80.0 90.0 140.0 I 9-11/16 Bolo Bolo 90.0 140.0 63" Bolo Bolo 90.0 140.0 e 5 o 83-1/4" 26" Bolo Bolo Bolo 140.0 72" 24" Bolo Bolo 90.0 140.0 O ` 1 0 94-1/4" 80.0 80.0 90.0 140.0 81" 80.0 80.0 90.0 140.0 d l0 wCc 55-1/2" 80.0 80.0 90.0 140.0 90" 80.0 80.0 90.0 140.0 C t 9-11/18 80.0 80.0 90.0 140.0 54" 50.0 80.0 90.0 140.0 0 � 3 r 83-1/4' 38-3/8. Bolo Bolo 90.0 140.0 63' 80.0 80.0 90.0 140.0 O oClO 94-1/4" 50.0 solo 90.0 140.0 72' 36' 80.0 solo 90.0 140.0 cr 0 a C 55-1/2" $0.0 50.0 90.0 140.0 81" 80.0 80.0 90.0 140.0 0 d 9-11/18 80.0 00.0 90.0 140.0 90' 80.0 80.0 90.0 1 140.0 N 83-1/4" 50-5/8" 80.0 80.0 90.0 140.0 54" _80.0 80.0 90.0 140.0 Z N a 94-1/4' 80.0 80.0 90.0 121.4 63" 80.0 80.0 90.0 140.0 t O $$ 55-1/2' 80.0 80.0 90.0 140.0 72" 48" -80.0 80.0 90.0 14_0.0 a 622 a 9-11/16 63" Bolo 80.0 90.0 111.5 81" 80.0 80.0 90.0 140.0 -7 83-1/4" 1 80.0 90.0 90.0 97.5 90" 80.0 80.0 90.0 140.0 ^ 55-1/2' 74" Bolo 80.0 70.9 98.5 54" 80.0 80.0 90.0 140.0 Mi Z 9-11J76 80.0 Bolo B2.2 WA 63' 80.0 80.0 90.0 140.0 101 72' BO" Boloj8-0. 0 90.0 140.0 a 5 81" 80.0 0 90.0 117.0 ; n C9 Z M 90" - 90.0 102.4 z 3 •• 54" 80.0 0 90.0 140.0 3 63" 72' 80.0 0 80.8 111.9 N 72" 80.0 D S9.4 96.4 ni K H81' - 61.9 85.9 = r7 M 4D o M C' 0 - 1 O , OPERATING VENTS TO BE 4 T X3 OF THE WINDOW WIDTH o XO •• ••• • • • • • •• � � • • � � � � � � ```AA1www�l • • • • • • • • • • • �� _ ....., .. ... .. . . . .. No. 70692 NOTE: A GLASS CAPACITIES ON THIS.94ET• • • • • • • • • � BASED ON ASTM E1300-09• (38 SEC# GUSTS) ® A a AND FLORIDA BUILDING COWM19SI • • • • • • • ��i S OR10!`" DECLARATORY STATEMENT DtVt 219 • : • • • • FG •#20359 ��is?0NAL '��'� �11T 111111// ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sealed: 1/12/2018 drawing no. W16-26 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'BI- GLASS TYPES 'C' h 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 126" 26" 80.0 80.0 90.0 140.0 50.0 _ 80.0 90.0 140.0 80.0 90.0 140.0 $0.0 _80.0 80.0 90.0 140.0 74" 106-1/4" 111" 126" 38-3/8' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 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" 106-1/4" Ill" 126" 63„ 1 80.0 $0.0 90.0 140.0 80.0 129.0 80.0 _80.0 80.0 _90.0 90.0 125.7 L 80.0 1 80.0 - - 74" 106-1/4" 111" 126" 74" 80.0 80.0 - - 80.0 80.0 _-_ - - 80.0 80.0 - -_ - 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' h .81' GLASS TYPES 'C' • 'CI' WIDTH HEIGHT EX7.(+) INT.(-) EXT.(+) INT.(-) 72" 64" 96" 108" 120" 24' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 12.0 72' 84" 96" 108" 120' 36" $0.0 80.0 90.0 140.0 50.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108' 120' 1. 1 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 72" 84" 96" 108' 120" 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 90.0 136.5 80.0 80.0 - - 72" 84' 96" 108" 120" 72' 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - 80.0 i 80.0 - __ - (1/3W) (1/3W) (1/3w) � a OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES k 'BI' GLASS TYPES 'C' • 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111' 126" 26" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 $0.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74" 106-1/4' 111" 126" 38-3/8' 1 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 - - 74' 106-1 /4" 111' 126" 50-5/8" 80.0 $0.0 90.0 140.0 80.0 80.0 - - 80.0 - -80.0 --- - - - 80.0 80.0 - - 74' 106-1/4" 111" 63" 50.0 80.0 90.0 140.0 _80.0 - 80.0 80.0 - - 74" t06-1/4" 74" 80.0 80.0 - - 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES B. • 'B1. GLASS TYPES 'C' 8 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 84" 96' 108" 120' 24' 80.0 80.0 90.0 140.0 60.0 50.0 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 72" 84" 96' 108" 120" 36' 80.0 80.0 90.0_ 140.0 $0.0 _ 80.0 90.0 140.0 80.0 _ 80.0 90.0 140.0 80.0 50.0 90.0 140.0 80.0 80.0 90.0 140.0 72' 84" 96" 108' 120" 48" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0- 80.0 80.0 - - 72' 84" 96" 108" 120" 60' 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - 80.0 80.0 - - 80.0 80.0 - - 72" 84" 96" 108" 72" 80.0 80.0 - -_ 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH .XOX, •• ••• • • • • • •• ucer4 y® No.10502 ..• ••• ••• ••• s•• =fir NOTE: 000 • • • • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • 000 • • • • • • • • ' AND FLORIDA BUILDING COMMISSION • • • • • DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 • • • • • • • • • • • • Sealed: 1/12/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • b g drawing no. W16-26 a� Y SEE ELEV. n OD BUCK^FOR SPACING .a I Fr- ----------------�� „ -EDGE DIST. Xg- z METAL I I F.B.C. PPROVED ISTRUCTURE I Ii SEE LE PARR EU PPROVAL HORS IEDGE DIST. I II EDGE DIST. _-_-__�L____________JJ 0 -- _--__ ___— .-__...._._- -_--_ ___ ----_ L. oL }µCnu1 O 17 19 0 Uy t -Ifig s g TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS ~ SEE ELEV. SEE ELEV. SEE ELEV. C 4 IN I FOR SPACING FOR SPACING FOR SPACING Q I Z 6 16 x WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASSIR MOUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM — AND TRANSFER THEM TO THE BUILDING STRUCTURE. - rJ WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING d o 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy-155 KSI) o + W1 = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ; W2 = 1-3/4' X 3/8" WEEPHOLES AT 5-1/2" FROM EACH 9 Z R 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) END WITH PLASTIC BAFFLE THRU 1BY BUCKS INTO CONC. OR BLOCKS 0 4 t5 Ix I� I SEALANTS: 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0: to'x m v d !! !I = 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) N •- w .4 p; ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT o O n F AT EACH END AND INSTALLATION SCREWS IN SILL SEALED DIRECTLY INTO CONCRETE OR BLOCKS00 g W ii p Ii > WITH ALUMINUM COLORED SEALANT. 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) N o 1 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a 3 c j ii 014 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) n � 0 N 0 INTO F.B.C. APPROVED MULLIONS 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 KSI MIN.) ji `ii (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I'll !! !! g 0 i I� li ti 13 CRITICAL EDGE DISTANCE - INTO CONCRETE AND BLOCKS. = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN.o 4 15 16 INTO METAL STRUCTURE = 3/4" MIN. 2 --- - --- - WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. -\ 1B CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. c v B 3 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. ° o N 26 1 - Wl < v=i • • • • • •TOM • • • 26 BY ° .-EDGE DIST: ° � >< - � •• ti7 = Jt y � a •BILK • • • • • . y TYPICAL ANCHORS o - TYPICAL ANCHORS • • • • • • • drawing 110. SEE ELEV. \--SEE ELEV. • • • • • • • • • 9�.•' ��` W16-26 FOR SPACING EDGE GIST. s FOR SPACING • • • • • • : • 0 • • • • Fit #20359 ��1�s/��At �� tttlt 11110 sheet 6 of10 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • VENT WIDTH 1/4' MAX. 1/4" MAX. (��` 25 SHIMS tO SHIM O O Z q J m j B 7 4 TYPICAL ANCHORS O. k q OPTIONAL TO y`S D.L— 24 SPRING LATCH FOR SPACING 2 a. 1 1/2' 2 9. 1/4' d - -- - OIs+ - - a doe ------------- ------- ._ _._ .-.-. MJ a O''�99 KZ3 Jn 6 17 v p1 EXTERIOR 1BY WOOD BUCKS WINDOW WIDTH _ U • _ J - m v y1 OI TYPICAL ANCHORS XO LAYOUT 30 3 ._ SEE ELEV. FOR 8 SPACING OX OPPOSITE 3 z n 0 W VENT WIDTH w N �p 1/4" MAX. /` H SHIM / !� 1 O 25 1/4• MAX 0 p t M v SHIMS x C a0 J k e TYPICAL ANCHORS D.L.O. 7 OPTIONAL TO D.L.O.-SEE ELEV. 24 ea FOR SPACING SPRING LATCH lal METAL STRUCTURE I n W ____ ___________ �. 27 W < V 6 i7 18Y_ as � 4 WOOD BUCKS a D.L. OPG. WINDOW WIDTH 0 0 TYPICAL ANCHORS • • • • • • • • • • • • • • • • c -SEE ELEV. XOX LAYOUT FOR SPACING • • • • • • • 0 EN 111111/j - i \ .70592 • • • • • • • gT � drawing no. • • • • •• •• • • TO NAL •• P; •'�\`��' W'16�Z6 `,1111111\\\ sheet % Of 1O Sealed: 1 /1212018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• > `p METAL TURE EDGE DIST_qSEE F.B.C. APPROVED MULLION k MULLION ANCHORS SEPARATE APPROVAL ILL EDGE DIST. O rrELEV. ALT. TYPICAL ANCHORS AL ANCHORS TYPICAL ANCF SEE ELEV. SEE ELEV. FOR SPACING SPACING FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING a - .. TYPICAL ANCHORS SEE ELEV. FOR SPACING - - a O....... .. .. ALT. • • • • • • • • • 5 • •• • • • • ••• • \-ram • • • • • • • • ••• INSTALLATA DE'PAIL? WI'IRIi 'LUSH FRAME ADAPTER EDGE DIST. _ _ • • • • • • • • • • • • • • • • • •• •• • • • •• •• ALT. 0 0 � c �P'10 AH %y alp No. Tz a ®•,• S drowinq no. FL #20359 ANAL'6 ,� aneet 8 of 10 Sealed: 1 /12/2018 3. 1) FRAME HEAD O FRAME SILL .062 .528 .250 --1.345 - (3� SILL TRACK FRAME JAMB 1.189 — T 621 1.496 .062 62 O VENT TOP/BOTTOM RAIL m O JAMB STILE ITEM PART / QUANTITY DESCRUMON MATERIAL MANF./SUPPLIER/REMARKS 1 MG203 i FRAME HEAD 6063-T6 - 2 MG301 1 FRAME SILL 6063-T6 - 3 MG302 1 _ SILL INSERT 6063-T6 - 4 _ MG303 _ _ AS REOD. _TRACT( FRAME JAMB _ _ - 5 MG212 AS REDD. _ _ FLUSH FRAME ADAPTER _6083-T6 6063-T6 _- - _ 6 MG204 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK 6063-T6 - 8 MG304 1/ VENT JAMB STILE 6063-T6 - 9 M0207 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 MG208 AS REDD. GLAZING BEAD (5/16' GLASS) 6063-T6 - 1CA MG209 AS READ. GLAZING BEAD (7/18' GLASS) 6063-TB - 10B MG210 AS REOD. GLAZING BEAD (INSUL. LAM. GLAS_S). 6063-T6 _ 13 _ MG305 AS RTEOD._ ADD -ON SILL RISER 6063-T6 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 i' AS REOD. _ FRAME/VENT ASSEMBLY SCREWS CRS PH SMS 18 010 X 3-1/2' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH SMS 19 W222322 AS REDD. FIN SEAL W'STRIPPING - ULTRAFAB 22 E202 AS REDD. GLAZING BEAD BULB NEOPRENE ULTRAFAB _ 24 _ SL203P 2/ VENT SWEEP LATCH, AT 10-1/4' FROM EACH END ZAMAK SULLIVAN & ASSOC. 24A }8 X 5/8' 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 25 M_G211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 25A 1/ LATCH LATCH SPRING ST. STEEL 26 _ _-_ - _ 2/ WOW. _ _ HI -FLOW WEEPER PREFERRED ENGINEERING PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 - AS REOD. SILL INSERT, 2' LONG 6063-T6 AT MTG. STILE LOCATION 29 - AS REGO. SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A 1-1.531— 4 Oi VENT INTERLOCK _-..__ 2.844 —1 188 1.409 1 189 062 ' T'(P. ADD -ON SILL RISER Xi4 © FIXED MTG. RAIL 2.786 y � I _'-� t—�.125 .500 _ .672 1.000 .06622 - • 7� • • • yam • • • 1.122- • • •• • • • • • 14 ._.. .._... ._ FLUSH FRAME ADAPTER �{• 28• •SILL -yE qmr �._.078 ..1 421 �— .583 r.._._� .4458 F�.134 .983 ( I I T• �_. _..._._.050 .865 • .78i 0� • %f • • b81 • • • • X 5 1.029 • • •� • 1.098 • • • 1.098 • • • • • •.0. • • 25 SPRING LOADED LATCH GLAZING BEADS m Z y R° 0 i a d �. ° t 0 � im Ls N of oZ°� 0'Oo <w aW ci J Z 0 o v 3 C3 n 3 •• s 4t-j I w10 IV � ¢ ON;� _ 0V K) ago 00 0 N3_jG s Zpno M ci C) C - LoLo J 00 m Af��pp/,�,� N0.70592 3 y b FL #20359 'rrrILILLIAA sheet g of )� • • • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O % < gaoo Bel FRAME ab�f� FRAME TOP CORNER mi v � z � o � a VENT TOP/BOTTOM CORNER 3 z z 3 o4 w� � pQtin W 17 p co M m co Q tn3�1 p } o W J / O / o V fll W O O .q • • • • • • • • • lllllllll�r �— • • • i • • i i i i • i 'FRAME BOTTOM CORNER • 0. 5 • • • • • • • • • `� i i ` No, 70592 _ 19 S}` S $ s • • • • • • • • • • • • • • • • r'� ; • • i • •o • • • • • • :�® •.• � =;i • • FIXED MTG. RAIL CORNIIi • • • • • FL #20359 '��i ��NA91.11sheet 10 of 10 Sealed: 1 /12/2018 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6 ! • 11CIS Home ! Log In `. User Registratlon Hot Topl6 ' Submit Surcharge Sta. & Facts Publications s Contact Us KIS site Map Links ' Search d, €�I rida loft Product Approval x USER: Public User Product Agoroval Menu > Product or Agolication Search > BQolication List > Application Detail •' FL # FL26942 Application Type New Code Version 2017 Application Status Approved Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 u I isesomrglasswi ndows.com 0 Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Ulises Senaris ulises@mrglasswindows.com • • • • • Augusto Arias • • • • • • 8120 NW 84th St • Medley, FL 33166 (305) 470-8284 • • • • • • aarias@mrglasswindows.com • • • • •••••• •••••• • • • Category Exterior Doors : • • Subcategory Swinging Exterior Door Assemblies • • • •••••• • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. \/alirlatinn rin—diet - Harrlrnnv Raraivorl Certificate of Independence FL26942 RO COI SS - Mr Glass - Series 3000 Alum OS Door (LMI) _ CI.pd Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2013 ASTM E1996 2014 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/19/2018 Date Validated 04/19/2018 Date Pending FBC Approval 04/27/2018 Date Approved 06/12/2018 Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-]4111]A. • • • • • • • • • • • • The State of Florida Is an AA/EEO employer. QQyljght 2007-2013 State of Florida.:: Privacy Statemen :: Refuna Statement e • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to aRpubfMcpyfdds reque;o4pait•end electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.46WIS5. *Pursuant to Section 455.20R 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 e,Inpj• • • provided may be used for official communication with the licensee. However email addresses are public record. If you doiln•t"Ietts supply alliperson ddress, p provide the Department with an email address which can be made available to the public. To determine if you are a licensee dhder lhar 4 i,•F'S��se click time • • • •• •• Product Approval Accept: •• a .. . ... te® • . . ... 00 Credit Card • Safe'0900 FL 26942 Detailed Product Description: Date: 04/17/2018 Manufacturer: MR. GLASS DOORS & WINDOWS, INC. Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166 Model Name: SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR Maximum Frame Width: 40-1/2"(4, 78-1/2"(XX). 42"(0) Maximum Frame Height: 98" •; Maximum Load: +80 PSF, -80 PSF (Large Missile Impact) •'. ' Installation Drawings # 18-36F : • • • • ....•• .• This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements! • • • The above maximum parameters do not occur simultaneously. ."". ;... See charts on installation drawings for combinations of span vs. load. • • • • • Comparative analysis used X Yes _ No • • • • • • Mandatory Tests (Tested in accordance with AAMA 101/i.S.2/NAFS/TAS-202) Goes** e Test Description Test Location Test Report Date Test Report # ; TO Aaled Bye • ASTM E283 Air Infiltration Hurricane Engineering & 2/13/2018 HETI-18-6004 Raf'5a•I�.• Dtpz-Seda,pGE. Leakage Testing, Inc 2/13/2018 HETI-18 6011 • 2/13/2018 HETI-18-6002 ASTM E331 OR Water Hurricane Engineering & ASTM 547 & TAS 2/13/2018 HETI-18-6004 Rafael E. Droz-Seda, P.E. Penetration Testing, Inc 202 2/13/2018 HETI-18-6011 2/13/2018 HETI-18-6001 ASTM E330 Uniform Static Air Hurricane Engineering & 2/13/2018 HETI-18-6002 Rafael E. Droz Seda, P.E. & TAS 202 Press. Testing, Inc g 2/13/2018 HETI-18-6004 2/13/2018 HETI-18-6011 2/13/2018 HETI-18-6001 Forced Entry Hurricane Engineering & 2/13/2018 HETI-18-6002 ASTM 1304 Rafael E. Droz-Seda, P.E. Test Testing, Inc 2/13/2018 HETI-18-6004 2/13/2018 HETI-18-6011 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) Test Description Test Location Test Report Date Test Report# Test Sealed By FBC 1626.2 2/13/2018 HETI-18-6003 (TAS 201 & 203) Large Missile Hurricane Engineering & 2/13/2018 HETI-18-6005 Rafael E. Droz-Seda, P.E. ASTM E1886 & Impact & Cyclic Testing, Inc E1996 2/13/2018 HETI-18-6012 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: OEAHMgo',�,, N` D��f �'. ST OF , jp',r� SEALED 4/18/18 G �"'SS;oNA Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 • sees•• •...e • sees** • • • sees•• • • •••e•e 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com April 18, 2018 Product Approval Administrator 0 Building Codes & Standards Section •••••• Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Soo:** Tallahassee, FL 32399-2100 .... . ..... Ref: Mr. Glass Doors & Windows, Inc. .. .. . ...... Series 3000 Aluminum Outswing Entrance Door — L.M.I. ...... .' Certificate of Independence . . .. . ...... Dear Sirs, 900* As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, �,,,lrrrrrrrrr,, � '•GE No 70592,,rr ' ;9 • STp SEALED4/18/18 �'rrrnrnnN�, Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcens.com I alfarooq@afcena.com THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES COMBINATIONS SEE SHEET 4. LOWER VALUES FROM DOOR CAPACITY, SIDEITE CAPACITY OR MULLION CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 215Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE, ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED 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. U o 6 w m i n z m n C� �J 3/16" TEMP. GLASS I. W ,o z 3/8" AIR SPACE Q I S a 7-3/16' STREN'D. GLASS -3/16" HEAT STREN'D. GLASS C IN ` � CIL Interloyer 090" interloyer l PVB Trosifol PV8 ray America, Inc.' - By •kuraray America, Inc.' C r ci0Wm 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS (70. C ASPACg � CL a ALUMINUM INUM w IN O N N O a .ALUM m m (6063-T5) Q L&Wu Z IN III z^ Z N- 0 • 20 19 g 20 \ 19 J ZOZ pmj n 17 SILICONE - SILICONE Q W m f I' DOWSIL 795 t7' , DOWSIL 795 ow_ 0 1 o Z z _ CD o 24 t �24 r CD t/1 a Z'0 o GLASS TYPE 'A' GLASS TYPE 'Al' S,13 �l-1n�1O DO M m W I 0 otIn3 U' Z j 0 w �pJti! W Lu � co 0 C N • • • 0 • • • a FL #26942 • • • • • �o A- OHASE AND TO BTHIS SrLFCPRODUCTEVALUATION EBA EO T•LAT.O. OF PRODUCT O• THIS PRCVIDEO HE/SHE DOES NOT DEVIATE FROM THE. CONDITIONS DETAILED ~ �j�.•' , aJ i In j LlCEN ON THIS DOCUMENT. r ` • IS PRPpIi T1V qp DOCUM*T•'1jLL. 4`1�15ICERED ILNAIJD IF �NO (� TD�92 • TEREO 9Y M1 �- S[�IT' r!r• PRO.;ECTi SHA,,.. 6E Pi�'ARED 8'•A FLORIDA REGSTEREO �' "'�' • • • • � �S'�ECi • ■ rR (pi C1eTECT .pCH Nyl OME THE ENEER 01' RECORO (E,O.R.) ."OR'IHE PPECT j•HO TH!LLE e�ESPoN$LBy� FOR THE PROPER •; • USE y e - • OF 7H ED. EER 0. R C RP. AC`F`IAG A$ A DELEGATED • ENGINEER E P.E ENGINEER SHA StlBM? Ttl TH5 IATTER THE SITE / ,"••.��i••'' `'��` drawing no. SPECI r DRAWINGS' FOR REVEw, .L c t 8-36r J PD, SHALL SW THE .J.ESSJONM. R,SICNAIURE Of / `�ftjy4twt\ty \` T.I_ ENGINEER OF RECORD THAT PREPARED sheet 1 Of )Q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 40 1/2" 78 1/2" DOOR FRAME WIDTH DOOR FRAME WIDTH 38" MAX. 76" MAX. DOOR OPNG. WIDTH & SILL ANCHORS E & MULLION ENDS 13 1/2-(4) (77-D AT 3" O.C. 13 1/2" 3" MAX 3' MAX. 3 1/2" MAX. HEAD 3 1/2" MAX. HEAD HEAD/SILL A SILL HEAD/SILL A SILL CORNERS CORNERS J � r � t _ w 0 � _w ACTIVE i ACTIVE ;NACTIVE I.. ._ .. -., C C ACE APPLIED mm SURFACE APPLIED MUNTINS OR 28 1/4" z FALSE MUNTINS OR 28 1/4" 28 1/4" RATIVE GRILL AY BE USED D.L. OPG. -+p n DECORATIVE GRILL MAY BE USED D.L OPG. D.L OPG. 38 9/16" 38 9/16" - LEAF WIDTH LFAF WIDTH fYPI-(AL TYPICAL ELEVATION )EVATDON NOTE: EGRESS REOUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. mw GLASS D.L.O. FORMULAE: a 0 D.L.O. WIDTH = FRAME WIDTH - 12.438" (X DOORS) = (FRAME WIDTH - 22.0")/2 (X)( DOORS) D.L.O. HEIGHT - FRAME HEIGHT - 11.50" .60 MAXIMUM DESIGN LOAD RATING = + 80.0 PSF • • • • • • • • • • • • • • • • (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF •• • • ••• • • •• • • • • • • •• • ••• ••• ••• ••• ••• NOTE: • • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • 000 • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • I • OF 'P 2 4 2 < A a a Q m a IL 0''i u 0t cr A $ 0 a H G_ 0 13 � 8 N C N -ZZJ �ZNLLO 3Zm<J 4Wa2L� I Z ail 0 o' � O 3,0 Z w V) X' z 0 V) 0 m ON�m I 0, z N m 00 O N C U a Q m o 111i1Yr .� c n No.705K 9 �,.° •` T •• F' drawing a no. .... • o..:- " � 18-36F Fl, #26942 //tr N1AL1 A`y� sheet 2 of 10 IIIIIII Z JALCU 41 1 O/ 10 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELTES SIDELITE SIDELITE) WITHOUT FRAME WIDTH FRAME HEIGHT REINFORCING EXT.(-) INT.(-) INCHES INCHES 24 80.0 80.0 30 80.0 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 80.0 36 84 80.0 80.0 39 80.0 80.0 42 74.3 74.3 24 SO.O 80.0 30 00.0 80.0 36 90 80.0 80.0 39 80.0 80.0 42 74.3 74.3 24 80.0 80.0 30 96 80.0 80.0 36 80.0 80.0 39 80.0 80.0 24 80 0 80.0 30 98 80.0 80.0 36 80.0 80.0 39 80 0 80.0 S. EXT. SIDELITE FRAME WIDTH GLASS D.L.O. 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 39 1/16- MAX. SIDEUTE WIDTH 13 1/2" MAY. 3" HEAD SILL 3 1/2" MAX. HEAD/SILL G CORNERS / B _ m 11 II i/ APPLIED II _ f fi Ii m SURFACE m w FALSE MUNTINS OR DECORATIVE GRILL 34 1/4 '° O MAY BE USED D.L. OPG. U n TYPICAL ELEVATION ( 0 ) STAND ALONE SIDELITE • • • • • • • • • • • • •• ••• •• • • • •• • • • • •• •• • • •• • • • • • • �i�• w m m 0 • 3 M R J Z a a C I a 0 R-m O a 0 tt O n C1oWm 02 pm! 0o 0 °��2 Qxzz°N W>- N LLZm'm JZ$a aW�€� -I 1 O 'VI p zg n 3, Z V 3 vyf w O h m a 00 00 1 J � c- u- ! Z c uj c 0 U N _j O� c� o 'o S� \yyyy\IiI117l//�! � � c :No.70692 "d eta T' F ••;� drowingL no. %gy m"°• oa.. 18-36F FL #26942 �'tlt�,�iil I'-, sheet 3 of1Q ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF SIDELRES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELI,E SIDELRE WITHOUT WITH FRAME FRAME REINFORCING REINFORCING WIDTH HEIGHT INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 24 80.0 80.0 80.0 Boa 30 80.0 80.0 80.0 80.0 36 82 80.0 80.0 80.0 80.0 39 80.0 80.0 80.0 80.0 42 BO.0 80.0 80.0 80.0 24 80.0 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 60.0 80.0 80.0 80.0 30 80.0 80.0 80.0 80.0 36 90 80.0 80.0 80.0 80.0 39 80.0 80.0 80.0 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 80.0 80.o 24 80.0 80.0 80.0 80.0 30 98 80.0 80.0 80.0 80.0 36 71.0 71.0 80.0 80.0 39 65.5 65.5 $0.0 80.0 REINFORCING - AS REOD. SEE CHART EXT. SIDELITE FRAME WIDTH 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. u U 39 1/16" MAX. 77 7/8- 39 1/16" MAX. SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH i 76" MAX. Z m � m 3 13 1/2• DOOR OPNG. WIDTH _ n W MAX.F a 3• HEAD SILL HEAD & SILL ANCHORS AT STILE & MULUON ENDS a < m a Qi O O ` o 2 3 1/2' MAX. (4) AT 3" O.C. w H m CORNERS G A / \ OEM 0aco I I mu,m - % iv K K a W 0, s - / F B \\ I B - J cl m ❑ �.Z n: N Ir . '.. ACTIVE \ / INACTIVE 00 _ N > o C70 Jne SURFACE APPLIED H C. ¢1 w iaowr - - FALSE MUNTINS OR DECORATIVE GRILL 34 1/4" 28 1/4' 28 i/4" 34 1/4' z �`+ rc p MAY BE USED D.L. OPG. D.L. OPG. D.L. OPG D.L. OPG. n 38 9/16" LEAF WIDTH TYPICAL ELEVATION ( O-XX-O ) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• ••• • • • • • • • • c 0 U d J .G 0 0 Ha `\11�ti11w7I771J7j � c. - Vic 0 No.7[W2 i w a a ;� - T • • drawing no. 18-36F FI. #26942 sheet 4 of 10 • • • • • • • • • • • • SEALED 4/18/18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/8' MIN. TYPICAL ANCHORS THROW SOLT _ EDGE DIST. SEE ELEVATIONS PENETRATION • ' FOR SPACING I X U I 1 � �� 9 2S'2 i G 1I a o i d W W rm �jjfl 1 Q ie` ZS i �./ 9'I r 2? W2� v EDGE DIST PROPERLY SECURED EDGE DIST. 1 BY WOOD BUCK a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 28Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 EDGE .OiST. s; I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLE_S: W1 = 1/4" X 2" LONG WEEP 8" AND 31" FROM EA( W2 = 1/4" X 2" LONG WEEP 5" AND 31" FROM EA( POURED & HARDENED HIGH STRENGTH GROUT f'c 1 5000 PSI MIN, NOT BY MR. GLASS _ w1 MUST TRANSFER SHEAR •'2 ,. LOADS TO STRUCTURE - LOAD BEARING _ (SOLID SHIMS _ g OPTIONAL TO GROUT) < 4 TYPICAL. ANCHORS SEE ELEVATIONS FOR SPACING / TYPICAL ANCHORS: SEE ELEV. FOR SPACING OTS AT 1/4 DLA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) END INTO 213Y WOOD BUCKS OR WOOD STRUCTURES OTS AT 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) END 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/JAMBS) 1-3/4" MIN, EMBED INTO GROUT -FILLED BLOCKS (JAMBS) 1 /4" DIA. TEKS OR SELF -DRILLING 5CREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ORrrICAL EDdI! WL`e • • • • • • • • • • • INTO CONCRETDAND BLOCKS �t-1=`2'•MIR. • • INTO WOOD STRL?CjURE 1 "*Mll • : •: • • INTO METAL STRACTURG " 3/44 MIN. • • C • • WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Cc = 3000 PSI MIN. C-90 HOLLOV ILLE�;.9`QCK AT•JJVS �W i 2001E V6 MIS • • METAL EDGE DIST. STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ji------------------ F.B.C. APPROVED II II CUPPED MULLION II �i SEE SEPARATE APPROVAL it II ----____- E�m FL #26942 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS No. 7058J U 4`, `* I r Z �^ 3 f Z e z fl'o �s i O W H ` U 0tRpm v jiM 4�nQQ g V 11a Q uuW1IN4- g J a (m(/�� <_ Q W 01 f Z I 0 o ' cn 3 Z N L'J u7 0Ln; m N Go C70_j en w-w ' m co c 0 `nl U w s O,j N L 0 c o k o � � drawing a no. 18-36F sheet 5 of 10 • • • • • • • • SEALED 4/18/18 • • • • • • • • • • ••• • • • ••• • • uo w m 1/4" MAX. 1/4" MAX. 1/4" MAX. ` D i /E SHIM SHIM r m SHIM • _.__.__..._ Z .3: WOOD BUCK Qh• �• 28Y WOOD B,X:K f W N TYPICAL ANCHORS OR 13 -{ W000 STRUCTURE 6 ? as FOR ESPACING 13i ACTIVE LEAF ' i SEE NOTE SHEET 1 o _ 23) --- I r F ` I is. - - !I ° �T^L[[ TYPICAL ANCHORS o SEE ELEV.Qv� FOR SPACING I w Q y Qi � 2 _ 0a W it � T6A' :- :76A �- EXTERIOR EXf 1L Z l - 10 16 /� 11 23 o..; TYPI ELeV. ANCHORS Q SEE25 - - -. _""�_._- -�-.T - �_ FOR SPACING .. METAL STRUCTURE D.L.O. SEE SPEC SHEETS LEAF WIDTH m LOCKS ! Z SEE SHEET 8 _ c - SINGLE DOOR FRAME WIDTH _ FOR DESCRIPTION Y /4" MAX. TYPICAL ANCHORS O -6 F- SHIMS SEE ELEV.W 1/4" MAX. ... ".- FOR SPACING Z OE Zo SHIM 3 M m c oo TYPICAL ANCHORS SEE ELEV." ___.. M FOR SPACING (13� ACTIVE LEAF INACTIVE LEAF Z } 231 • , Z 6A 1EXTERIOR EXT. i <. , . c q - 16 11. 12 .�• n 25 10j, ... �, 23',. 'u • • ••• • • • • • •• - ui _. . LEAF WIDTH • • • • • • • • • DOOR DETAILS o p -- • •• • • • • • .+v • LFjF•WI•CZH • • • • • • • "� c DOUBLE DOOR FRAME WIDTH • • • • • • • • • • • • • • •.• • ``\\lL1i2�gY/// - • No. 70M • • • � n � • • • • • • • • • • • • �'{;� ' aT drowing no. FL # 2 6 9 4 2 ��rtt;u1111�� skeet 6 of10 • • • • • • • • • • • • SEALED 4/18/18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROPERLY SECURED 2BY WOOD BUCK U 0 TYPICAL ANCHORS EDGE DIST. 113Y WOOD BUCK ORin m SEE ELEVATIONS - - WOOD STRUCTURE SEE NOTE SHEET 1 METAL EDGE DIST: _ a STRUCTURE ri t EDGE DIST. 1 EDGE DIST. Z 3 i T • r xg t /r� U ` 0 O -_� � m _. —___ LL W�`� O Gi _ 1 G� m ( N N N 1 F.B.C. D MULLION D j p tt�-��11 p �i�=� + a Z !! CLIPPED MUWON 11 p m \_ s N N I I SEE SEPARATE APPROVAL I I O G N !„ x.... 4j N l jl Ij �pW~ � 2 TYPICAL ANCHORS I TYPICAL ANCHORS TYPICAL ANCHORS -------------------I 0' p Q S jjj SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING I er �I �ISLJ t� (�zyj zo 2 C1 r 5 tl12 tl LIf I TYPICAL ELEVATIONS Q W A P �E ELEVATIONS jj FOR SPACING 0 J - 1/4" MAX. '� /72 X 1-1/2" TEKS OR ILI Z c o n d I SHIM - -. SELF DRILLING SCREWS ~ . 7 ;� : 6 '. 6 '... , 21 I AT 3-1/2- FROM ENDS z � � i ..- 15 AND 12" O.C. MAX. - N Z r 0 3 NC"'o © �� Itj goo w 19 1 TYPICAL ANCHORS Q 1 t C _ n Z W SEE ELEV. FOR SPACING o , j `- i- p J W U J II a EX'" In O h ----J 21 SIDELITE FRAME WIDTH t4 DOOR FRAME WIDTH LEAF WIDTH MAX. FRAME WIDTH POURED d: ARDENEO GROUT TYPICAL ANCHORS 18Y q - —T HIGH STRE f'c = 50G H PSI MIN. SEE ELEV. FOR SPACING 1/4• MAX_ - - 1/4° MAX. WOOD BUCK 1/4° MA%. NOT BY MR GLASS MUST TRAN R SHEAR —� SHIM SHIM -- IM --- SHIM LOADS TO RUCTURE - TYPICAL ANCHORS _ LOAD BEAR] 2tiY WOOD BUCK OR TYPIICAI • • • • •FOR ' (SOLID SHI 2 t OPTIONAL T GROUT) WOOD STRUCTURE SEE NOTE SHEET 1 S6NChy i0R SPACIN • • 4 S?ACING - _-- • • Wit• • • C.. -- `—' SIDELITE DETAILS o Q1 o •• i x a C t � _ • • • rri.i"x _ •EDGE _ Lj • • • • sT drawing no. 9 D15T _ EXT. • • • • • • 4 ,. 4y ., y ro n ,.•',�^ 18-36F TYPICAL FOR SPACINGNS j >,`-•.... ,',.\ FL #26942 ��T/1l,Al-% ,%N - sheet 7 of 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LOCKS: OPTION $1 3 POINT LOCK ASSEMBLY DL01-6065 BY 'INTERLOCK USA INC.' (1) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" CIA. 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 LGCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 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 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 #4 SURFACE BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" AND 68" FROM BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4" FH SMS (2) SCREWS PER BOLT 111YE LEAF CONCEALED FLUSH BOLTS BY '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 HINGES: 7-1/2' LONG ALUMINUM BUTT HINGES BY 'SULLIVAN & ASSOC. AT 8' FROM TOP AND BOTTOM AND ONE AT MIDSPAN OF LEAF FASTENED TO FRAME WITH (6) #10 X 3/4" FH SELF DRILLING 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. 1 E3008 AS READ. DOOR FRAME HEAD/SILL 6063-T6 - 2 E1018 AS REQD. ,FRAME COVER 6063-T6 - 3 E3006 AS REQD DOOR FRAME JAMB 6063-T6- 4 E3011 AS REQD. SIDELITE TOP & BOTTOM FRAME 6063-T6 - 5 E3007 AS READ, SIDEITTE JAMB FEMALE _ 6063-T6 - 6 E3009 AS READ. SIDELITE JAMB MALE 6063-T6 - 7 E3010 AS REQD. SIDELITE SLIP ON JAMB 6063-T6 - 8 E3001 AS REQD. LEAF TOP & BOTTOM RAIL 5063-T6 - 9 E3005 AS REQD. LEAF W'STRIP ADAPTER 6063-T6 - 10 E3002 AS REQD. HINGE STILE 6063-T6 - 11 E3003 AS REQD. LOCK STILE 6063-T6 �- 12 E3004 AS REQD. ASTRAGAL STILE 6063-T6- 13 E3014 AS REQD. SNAP COVER 6063-T5- 14 E3013 1 SIDELITE MULLION REINFORCING 6063-T6 - 15 E3015 AS REQD. 'SHEAR BLOCK 6G63-T6 3' LONG 16 F3016 AS REQD. SHEAR BLOCK NUT 6063-T6 3" LONG 16A E3016 2/ HINGE HINGE BACK-UP PLATE 6063-T6 18-1/2" LONG O FRAME, 4-3/4" LONG O LEAF 17 E9001 AS REQD. ''. GLAZING BEAD (LAM. GLASS) 6063-76 - 17A E9002 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-TS - 18 E3012 t AS REQD. INTERMEDIATE HORIZONTAL 6063-T6- 19 G30-01 AS REQD. INTERIOR GLAZING SPACER SANTOPRENE DUROMETER 70t5 SHORE A 20 G10-04 AS REQD. EXTERIOR GLAZING GASKET SANTOPRENE DUROMETER 70t5 SHORE A 21 C30-02 AS REQD. DOUBLE FIN AR SEAL W STRIPPING SANTOPRENE DUROMETER 70t5 SHORE A 22 W71325NK AS REOD. PILE W'STRIPPING WOOL ULTRAFAB 23 GIO-05 AS REQD. BULB W'STRIPPING SANTOPRENE EPDM 24 - 2/ LITE SETTING BLOCK, 1/8' X 1' X 4' LONG EPOM AT 6" FROM EACH END, DUROMETER e0t5 25 F107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 25A #10 X 3/4" - HINGE INSTALLATION FASTENERS ST. STEEL FH SMS 26 /12 X 1-1/2" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL HWH SMS 27 3/8 X 1" AS REQD. SHEAR BLOCK FASTENERS ST. STEEL HER SOCKET HEAD SCREWS 28 #12 X 1-1/2' AS REQD. -SHEAR BLOCK FASTENERS ST. STEEL 'HWH SMS •• •• ••• ••• • • •• • • • • •• • • •• • ••• ••• ••• ••• ••• N0. 7GL�82 1 - "."�"g.• OF b FL #26942 0 o ' Q `u u ST^ 0 0 • o 0 o n ' � n 0 8 0 drowing no. 18-36F sheet 8 of 10 • • • • • • � JIJILLV 4/ 16/ 16 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • .080 m 855 d .230-w � r 1.830-2.012--t- 1 TYP. ! 1 st a- �� .060 7.073 .950 1.073 .950 Z n ^ 3 L � 7.589 TYP L__. _ M • z .872-� �- ITyp 4.750 125 -Y 3..538 .633� Q Z I ' .115 3.800 � C 4000 I U GLAZING BEAD nA; GLAZING BEAD IL m LAM. GLASS INSUL. LAM. GLASS DOOR FRAME HEAD/SILL 080 ,.813 TYP. �., 48 C a o m - - 4.000 -. - _ .133 8 LEAF TOP/BOTTOM RAIL �- O N N p Oi o . - 4.750 - .. Z n 1.589 J��3 {� 108TMW' o P s LEAF STRIP ADAPTER IN - uI Q W 0! g 4• i - .080 TYR t.813 5.750 - 1.873 U n S- o ? .098 3.800 80 o 3.0a TYP 10 HINGE STILE 3 z _... - 5.598 _ - 2.100 � 4.000 c � -u 1.87 3 ........-_....... 0� H O 1' i13 2.241 .00 055� I_ I ¢ p M °j SIDELITE TOP & BOTTOM FRAME 3-_ �--�-1 -`'.840 ' g 'tn � a .080 TYP.- o...Zo..,. .736 ,8 INTERMEDIATE HORIZONTAL 2 FRAME COVER w O o J C 11 LOCK STILE Lu 2002 W. -_ - 5.598 =- .851 300 --7 .080 TYP. 188 1.633 � 2.241 1.813 o ,`13 SNAP COVER 3.800 v SHEAR BLOCK NUT m 2.027 --- 12 ASTRAGAL STILE i 1 HINGE BACK-UP PLATE �J SHEAR BLOCK - '- --) 1.713 2.524 .. .. • • . . . . . .. 6 - 1•936 • • .380. . . . c d No •187 •• ••• •• • • • •• a.oz0 s-�-E 854 r .080 1 .100 ,{p TOI'8P .125 ,"`` ��•, •• _� 4 r� I No.70E92 TYp, 4.020 i4,020 1,78 2.180 4.020 t 0 3.605 .oso e ! drawing 1.' otzts�P 18-36F 3 DOOR FRAME JAMB 5 SIDELITE JAMB FEMALE a SIDELITE JAMB MALE 7 SIDELITE JAMB COVER SIDELITE REINFORCING FL #26942 •�T'tii��9``111100k sheet g of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIDELITE FRAME C9RN-FR • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• i • • • • • • • 090 • • • • • • • • • • •• •• • • •• i • • • • • • • • • • ••• • • • ••• • • v V Wi i 0 n I- W r a 4 f a < n a U mop � 0t C1=a, HP 0K0', e o aWoLL m zmf K z mf p' 6 z 0 n N Z_ 0 o o tNtS 3 1i a W Q W u V � a:)m ti C O ._4 V V O — vo. 7OW, o .•�, ` Y drawing no. 18-36F FL #26942 �j// Illllt„j�0 sheet 10of10 r SCIS Home ` Log In ! User Registration ? Hot Topic Submit Surcharge Stats &Facts Publications ; Contact Us I�.: BCIS Site Map Links Search ba Product Approval psi USER: Public User Product AQomval Menu > Product ar AQolication Search > alIoliration List > Application Detail FL # FL26351 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 ; , • (305) 470-8284 • • • ulises@mrglasswindows.com 009000 Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Yiping Wang • • • • mcy@mcyengineering.com • e s e • • •••••• Augusto Arias • • e • • 8120 NW 84th St • • • • • • Medley, FL 33166 • • (305) 470-8284 aarias@mrglasswindows.com ; • e • as • •••a•• • •••••• • e • 10 Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Yiping Wang Evaluation Report Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Sifu Zhou, P.E. Ir a a Inn Pr lc - Harrlrnnv worpivari Certificate of Independence FL26351 RO COI Certificate of Independence SS.pjff Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/14/2018 Date Validated 02/26/2018 Date Pending FBC Approval 02/26/2018 iummary of Products FL # Model, Number or Name Description 26351.1 Series MRG-400 Fixed Window - LMI Series MRG-400 Fixed Window - Large Missile Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL26351 RO II MRG-400 FA DRWS 02.20 SS.pd Approved for use outside HVHZ: Yes Verified By: Yiping Wang FL#55983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +52/-100 Evaluation Reports Other: FL26351 RO AE Evaluation Reoort SS.odr Created by Independent Third Party: Yes Ell ED Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 • The State of Florida Is an AA/EEO employer. QQyright 2007-2013 State of Florida.:: Private Statement :: Accessibilitu Sgement :: Refund Statoment 000000 • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pubII*W4Deds request,;o not send electronry'� • • mail to this entity. Instead, contact the office by phone or by traditional mail. 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 arrehrlihbdtess if therrl have one. The emyly • • • provided may be used for official communication with the licensee. However email addresses are public record. If you do no; With tgqstpply a pl19<tA9Patldress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee uifdet*LTiapter 455,0r.S., please click her! 9 • • • • Product Approval Accepts: • • : • • • • ON EE • • Credit Card • • • • • • • Safe •••• 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 {iL ZING C'ONSt!L"I 1N F: 305 279-6818 PRODUCT APPROVAL EVALUATION REPORT Product Manufacturer: Mr. Glass Doors and Windows 8120 NW 84TH ST Miami, FL 33166 Product Name/Model & Description: Series MRG-400 Fixed Window Fixed Window — large missile impact Scope: This product has been evaluated by the below -signed Florida Professional Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that required by thaCAA' e, in accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation of'this 'prodt.ft•sW4I be •� required following applicable Code modifications or revisions. •••••• . .... ...... Code: 61h Edition Florida Building Code (2017), inclusive of all Supplements effective 9644is reEVrI090 •••.. • . •..•. date. ..'..' ...... • ...•.. Compliance Method: 61G20-3.005 (1)(d) —Evaluation Report from a licensed Profess:ondi E:iginegr• • Product Description: Product Approval Drawing #AD18-01, prepared by MCY EngirteRrtnlz Inc., jigno0d and:....: • . • sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report. "" Limitations & Conditions of Use: • This product has been evaluated for use inside and outside of the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. 8501 SW 124th Ave. Ste. 205A iami MCY ENGINEERING, INC. MP: 305 271-0117 GLAZING CONSULTANT F: 305 279-6818 Test Reports: Mandatory Tests (Tested in accordance with AAMA 501) Test Lab Report Number Test Report Date Test Standard & Description Fenestration Testing FTL-9147, signed 01/24/2017 TAS 201 (large missile impact) Lab. — Medley, FL and sealed by TAS 202 (uniform static test) TAS 203 (cyclic wind pressure loading) Idalmis Ortega, PE, ASTM E283 (air infiltration test) ASTM E331(water infiltration test) FL #76905 Engineering Analysis: The following engineering analyses and/or calculations have been p(:rfo^d: • No comparative analysis has been performed for conditions other than those tested. • No rational analysis has been performed. •••;�• • Anchor calculations are based on manufacturer's published anchor capacity, anchor NQ4Wof Acceptance by Miami Dade County. •••••• .••••• •• •• • 2 8501 SW 124th Ave. Ste. 205A %Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING C()' SUL ( ANT LAZING F: 305 279-6818 February 9, 2018 Product Approval Administrator Codes & Standards Section Florida Department of Business and Professional Regulation 2601 Blair Stone Road Tallahassee, FL 32399 • • • • • • • ...... ...... . .. ...... Ref: Series MRG-400 Fixed Window — L.M.I. • • • • • .... ...... Certificate of Independence • • • • • .. .. . ...... Dear Sirs, ; • • • As the structural design engineer retained by Mr. Glass Doors and Windows ors the •.... • ; • • • •; product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product and also that my company is not owned, operated, or controlled by Mr. Glass Doors and Windows in any way. %%"'.u61040"1 01 ~� v irit4�leiy, 1 ♦ • FEBRUARY9TH, 2018 MR. GLASS DOORS AND WINDOWS, INC. SERIES M RG-400 FIXED WINDOW LARGE * SMALL MISSILE IMPACT DRAWING5 INDEX SHEET TITLE CONTENT REV. DATE 01 COVER GENERAL NOTE5 AND INSTRUCTIONS 02 El WINDOW ELEVATION 03 G I GLA55 CAPACITY CHARTS 04 D I WINDOW DETAIL5 05 A I ANCHOR OPTIONS OG A2 ANCHOR OPTION5 07 BOM BILL OF MATERIAL5 08 150 ASSEMBLE DRAWINGS TH15 PRODUCT HA5 BEEN DESIGNED AND TE5TED TO COMPLY WITH THE REQU I REMENT5 OF THE GTH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WINDOW5 RATED FOR LARGE M15511L IMPACT. IMPACT 5HUTTER5 ARE NOT REQUIRED. - THE5F WINDOW5 ARE APPROVED FOR AIR AND WATER INFILTRATION. - ANCHORS 5HALL BE A5 L15TfD, 5PACED A5 5HOWN ON DETAILS. ANCHOR EMBEDMENT TO BA5E MATERIAL 5HALL BE BEYOND WALL DRL551NG OR .5TUCCO. - ANCHORING OR LOADING CONDITION5 NOT 5HOWN IN THESE DETAILS ARE NOT PART OF TH15 APPROVAL. - MATERIAL5 INCLUDING, BUT NOT LIMITED TO, 5TEEUMET"AL SCREWS THAT COME INTO CONTACT- WITH OTHER DISSIMILAR MATERIAL5 5HALL MEET THE REQUIREMENT5 OF 111E GTH EDITION FLORIDA BUILDING CODE (2017) SECTION A5 APPLICABLE. - METAL STRUCTURES NOT BY MR. GLA55 DOOR * WINDOW5, INK. TO BE DESIGNED TO 5UPPORT THE LOAD5 IMP05ED BY TI115 GLAZING 5Y5TEM AND TO TRANSFER SUCH LOAD5 TO THE BUILDING MAIN STRUCTURE. ULTIMATE LOAD OBTAINED FROM A5CE 7- 10, MULTIPLIED BY O.G 5HALL BE. LE55 THAN OR EQUAL TO THE MAX. DL51GN LOAD IN TH15 DOCUMENT. THE DESIGN LOADS 5HOWN IN P115 DOCUMENT ARE ALLOWABLE DE51GN LOAD5. N5TRUCTION5: U5E CHARTS A5 FOLLOWS STEP 1 : DETERMINE DESIGN WIND LOAD REQUIREMENTS BA5ED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE U51NG APPLICABLE A5CE 7- 10 5TANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT. 5TEP 2: 5EE 5HEET G I FOR GLA55 OPTIONS AND CHART FOR APPROVED LOAD OF DL5IRED FRAME 51ZC WITH GLA55 OPTIONS. 5TEP 3: APPROVED ANCHOR OPTION5 5HEFT5 A I b A2. ANCHOR SPACING 5LE 5HEET E 1. 51EP 4: THE LOWF5f VALUE RESULTING FROM 5TEP5 2 AND 3 SHALL APPLY TO ENTIRE 5Y5TEM. • • • • • • • • • • • • U Z N —_ F ci Z Q H W W Z Z U Z Z Lu - U � 2 U Z (/j 30 uartrnonaor uae . T—on —oU.,Z=�M% I— � T.—Te p rEo. ewcorv,aacmn,oesnesaonsran 0 j❑ > LL _ 3 - zsr Zap o-,1- Pnoo E f—A—�«"M LL � nt 0 ix �i n acre rw mE vnoaex W N 3 J Anna ran na o. w ry O m Ea-wE - ' f • •aeeQ5wangpS aflJ j fLA s No cQElJ D.L.O. - DAYLITE OPENING F.N. - FRAME HEIGHT 5ECTION NUMBER =ig # C P.W. �-FRAME WIDTH � wr• • w1'Irf ; • �' s 6HEEr E • % S� 0.�. 01 CFyNTE1F ! _ • • • • /� Fgoan 2018 C1 1Dla W 1 OF 9 48" FRAME WIDTH FRAME F RAME FRAME WIDTH WIDTHWIDTH 17/844 I /4" 17/8" D. L.O.W. A FALSE MUNTIN5 t _ Lu _ L (SURFACE APPLIED) V O C9 4" CI MAY BE U5ED C C oPP FRAME FRAME FRAME Y � OWIDTH WIDTH 1 WIDTH O, h'= x Ootn ��_ - O Q ofvZ-6 �C) c-/a- �oCZ V 0 6 Q FRAME FRAME WIDTH WIDTH lKT L L �w w 6 14" u- = u = MAX FIXED WINDOW ELEVATION ALLOWABLE LOAD5 FOR ALTERNATE 5HAPE5 A5 SHOWN (TEST 51ZE SHOWN) ABOVE OR SIMILAR CAN BE VERIFIED BY IN5CRIBING PICTURE WINDOW 5HAPE WITHIN SQUARE OR RECTANGLE A5 SHOWN IN DOTTED LINE5 AND OBTAIN ALLOWABLE LOADS FROM TH05C 5HAPE5. WIDTH OR LENGTH DIMEN51ON5 CAN BE ORIENTED VERTICALL)OCIP HORIXONIPALW A5 y611OWY AFJQVE.• • • • • • • • • • • • • • ••• ••• ••• ••• ••• • • • • • • • • • • • • 0 tan I" Z ♦ :NR�Q"C0A RECI T�R�AAYa 38877 nS S1gwN * ��# CF FEBRUARY 20TH. 2018 DE51GN LOAD CAPACITY - P5F DE51GN LOAD CAPACITY - P5F (GLASS) (GLASS) _ FRAME 51ZE5 GLASS TYPES FRAME SIZES GLASS TYPES - FRAME FRAME G 1 b G I A G2 4 G2_A WIDTH HEIGHT GI d GIA G2 B G2-A - WIDTH HEIGHT (I N) IN +/- P5F 4/- PSF IN) I (I N) +/- P5F 1 +/- P5F 30 65. 10 - 36 65.0 100.0 26 112 65.0 100.0 26 3/16" HEAT STREN'D GLA55 3/16" HEAT 5"fREN'D GLA55 42 65.0 100.0 37 65.0 100.0 54 0.090" PVB INTERLAYER � 0.090" SENTRYGLAS INTERLAYER -_ 48 65.0 100.0 3 I/8 65.0 100. BY'KURARAYAMERICA, 1 .' 54 58.0 89.0 19 I/8 65.0 100.0 BY'KURARAYAMERICA, INC.' 3/ 16" HEAT STREN'D GL S 3/ 16" HEAT STREN'D GLA55 60 56.0 89.0 26 112 65.0 100.0 38 3/6 30 65.0 I o0. 37 65.0 100.0 \ 11 \ 11 36 65.0 I oo. 53 1 /6 65.0 100.0 Z 42 65.0 Ioo. 19 1/6 65.0 100.0 U) 48 60 65.0 I OO. 26 1/2 50 5/8 65.0 100.0 _ ` = H Z F 54 55.0 89.0 37 65.0 100.0 m I �p m 60 52.0 50.0 53 1/6 62.0 95.0 n W Z , 30 65.0 100.0 19 1/8 65.0 Ioo.o - _ Z 0 36 65.0 100.0 63 d (7 i 42 65.0 100.0 37 65.0 100.0 9 9 / W y - 48 66 65.0 100.0 53 1/8 59.0 90.0 ] - 54 sa.o a9.o 19 1/8 6s.o oo.0 10 GLA55 TYPE 'G I' 10 GLA55 TYPE 'G2' 60 52.0 60.0 26 112 76 65.0 100.0 7/ 1 G" NOMINAL OVERALL 7/ 1 6" NOMINAL OVERALL _ 30 G5.0 100.0 37 65.0 100.0 36 65.0 100.0 I/4" Al 'D GLA55 1/4" AIR SPACE 311 G" HEAT 5-TREND GLA55 42 72 65.0 100.0 0.090" PVB INTERLAYER 0.090" 51NTRYGLA5 INTERLAY R 48 65.0 100.0 I/8" TEMP. GLASS I/8" TEMP. GLASS U BY'KURARAYAMERICA, INC.' � BY'KURARAYAMERICA, INC.' Z 54 55.0 89.0 3/I 6"HEAT STREN'D GLA55 vi 30 65.0 100.0 3/ 1 G" HEAT 5TREN'D GLA55 3 36 65.0 100.0 42 0 Is 18 65.0 100.0 / ALUMINUM SPACER 13 / ALUMINUM SPACER 13 o z 48 65.0 100.0co m z 3 LL 30 65.0 100.0 -_� �N ' 3 Z2, 36 64 65.0 100.0 _ U1 11 N x tail LL _ a 42 65.0 100.0 LL (x w 48 65.0 100.0 11 Y 0 h 30 65.0 100.0 9 9 0' 36 90 65.0 100.0 N 3 42 65.0 100.0 GLA55 TYPE 'G I A' 12 GLA55 TYPE 'G2A' 12 IN 3 N 30 65.0 100.0 1 3/ 1 6" NOMINAL. OVERALL 1 3/ 1 G" NOMINAL OVERALL 36 96 65.0 100.0 42 65.0 100.0 30 102 65.0 100.0 ••• ••. • • ••• • • ••• .(4'uu� i,11 36 65.0 100.0 • • •• • • 30 65.0 100.0 • • • • • • • • • • • • ��c'qe. r G 1 108 • • • • • • • • �•• RIDA R�TRAfIf�Nki - ax/aNi9 36 65.0 100.0 • • • • • • • • • • • • • N� ' 2.677 S - As SHOM 30 1 14 65.0 100.0 # * am NaT9+ ••• ••• ••• i S •�2 *GLAj? COMP E5 MOTH ASTM Ei30•4-• )9ADtH Ot • (35EC. OUST6). • • • • i�F$ p.�. �� 3 OF 9 • FFRRI IARY 90TH 901R ••• • • • • ••• • • MIN. ;E DI TYP.ANCHOR. FOR ANCHOR OPTION SEE 5HEET A I i A2 TYP. ANCHOR. FOR ANCHOR 5HEET A 14 Az TYP. ANCHOR. FOR ANCHOR OPTION SEE 5HEET A I* A2 '1111 B OPTJON Z Z N . f Q Z F W W 0 Z U U LJ Z g O 3 p� O Zm z 3LL Z 3 o:r z<_� w a� x U)w B FLUSH ADAPTOR c p DI OPTION OFF N15 W J n w 0m y 1 {fl/i - r-- - .. . • _ • . �a • T_ • • • �� r1� D 1 • • • • a N • • • •, •, vlti SIN. • •• • • • � ••• :.;. • `��, RIOAR Rhc - Dlh•1•. • • • • • • • • • NO C 61. 206 7 ' aF FEBRUARY 20TH ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• r� • OF 9 2018 ci 7 Zj - TYP. ANalOR. W i SEE 5HEET A2 i o 0 Z Z - PROVED ID MULLION ,EE SEPARATE U z g 0m z 3LL z Za^ w x Q� U) LL LL O K ypy F VLL Q r 2 W � m N 1 CWT4 r ••• • • • • ••• • • • • • • • • • • • • • • AIL 2018 l TYP. ANCHOR 5EE E I FOR MIN. SPACING EDGE D15T. . , z T A z w CONCRETE ? f'c = 3000 Psi m z METAL TYP. ANCHOR 5EE E I FOR SPACING lJ -1 U I ANCHOR OPTIONS : EX TYPE "A": I /4" DIA. 'ELCO' ULTRACON (Fu= 1 77K51, Fy= 1 55KSI) I I/2 " EMBED INTO WOOD (5G=0.55) WOOD TYPE "B": 114" DIA. 'ELCO' ULTRACON OR WC 1 3/4" EMBED INTO fc'=3 K51 MIN. CONCRETE STR OR THRU I X WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE 114" DIA. 'ELCO' ULTRACON (Fu= 177K5I, Fy= 155KSI) 1 114" MIN, EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH I I/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 5M5 SCREW (Fu=74K51, Fy=57KS1) INTO 1/8" MIN. THK ALUMINUM MEMBER (0003-T5 MIN.) # 14 TEK5 SCREW (Fu= 120 KSI, Fy=92K51) INTO 1/8" MIN. THK STEEL. ANCHOR EDGED DISTANCE: INTO CONCRETE $ MASONRY= I 112" MIN. INTO WOOD STRUCTURE = I" MIN. INTO METAL = 3/4" CONCRETE AT HEAD , SILL OR JAMB fc'=3000 PSI MIN. UNLESS 5PECIf C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 PSI MIN. WOOD 5G=0.55 MIN. TYP. ANCHOR E I FOR ,LING TYP.ANCHOR Ir SEE E I FOR MIN. SPACING �— EDGE D15T. CONCRETE f'c = 3000 P51 IN. z F. W FLORIDA APPROVAL MULLION 11 SEE SEPARATLOAPPRCiVAIp • • • • • • SEAL4T • • • • • • • •ALL•J•OIN15 AND TMIEFRAME•• CONNECTIM 5ALEII^H•IILICO WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLA55 WIND5TN5 AMR D00135% NAL"T 5U!�T"N LQ9C IMPOSED BY•GIskZIN05Y5TjA ANI TRANSFER THEM TO THE BUILbIt:,G ST%UCTUR;• • • • i Z N F � Z Z x Q Q' 7 N W0 , Z U Lu � Y - TYP. ANCHOR SEE i ELEVATION FOR SPACING U Z_ C o z; o z Z 3LL 3 °gti o w x 0 Qgs Nw� v 0� 0�1 - — c w aN P.W. w (9 m A 1 ['. D. yE. 1� IDA RAC RANNk �� a2Nfine NO A.H. .68737 ns snov F331nNP�:a�� 6 OF 9 UARY 20TH, 2018 TYP. ANCHOR FEE I FOR FACING V� M TYPE "A": 114" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 1 55K51) 1 112 " EMBED INTO WOOD (5G=0.55) TYPE "B": 1 /4" DIA. 'ELCO' ULTRACON 1 3/4" EMBED INTO fc'=3 K51 MIN. CONCRETE OR THRU I X WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE 114" DIA. 'ELCO' ULTRACON (Fu= 1 77K51, Fy= 155K51) 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN, EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU 1 X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 114" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 5M5 SCREW (Fu=74K51, Fy=57KSI) INTO 1/8" MIN. THK ALUMINUM MEMBER (GOG3-T5 MIN.) # 14 TEK5 SCREW (Fu= 120 K51, Fy=92K51) INTO 1/8" MIN, THK STEEL. ANCHOR EDGED DISTANCE: INTO CONCRETE $ MASONRY= I I/2" MIN, INTO WOOD STRUCTURE = I " MIN. INTO METAL = 3/4" CONCRETE AT HEAD , SILL OR JAMB fc'=3000 P51 MIN. UNLESS SPECIFIED C-90 HOLLOW/FILLED BLOCK AT JAMB fm'=2000 P51 MIN, WOOD 5G=0.55 MIN. TYP. ANCHOR E I FOR ACING v� FLORIDA APPROVED MULLION AND MULLION ANCHOR5 5EE5EPAR9 APPROVAL A Z TYP. ANCHOR SEE E I FOR 5PACI NG TYP. ANCHOR CONCRETE f'c = 3000 psi 50AlAt` M • • • • • • • • PtL JOINT: A%).*Tj "E.* Cd4NECl':) jSSAL:D'VI lt# t ILIGONE. •• ••• • WOOD BUCKS AND METAL STRUCTURE NOT BY MR, GLA55 WINDOWS AND DOORS, MUST SUSTAIN LOADS IMPOSED BY GLOIJIGMTEMIAM 14TN5FEF##10ENI9• TO THE BUILDING °.jfR,�CTUPE � • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP. ANCHOR SEE E I FOR SPACING j L z� vN 2 � z _ Z - 2 W N W 2 2 0 z 0 2 Z - W U 0 - U Z 0 o z z 3LL Z 3 z< w a� x 0 °"d (D� N 3�W W c� i � uuy V• RIDA RE TSAR.*� o2roena NO C. 28677 AS SHOWN 2018 1DL8-M 7 OF 9 2.848" 1 0. 1 34" O CQ cpLn O r,�l u A uT O00 co O O O 1 2.78G" 1 O O I.189" 1.721" 2 m FRAME HEAD, SILL JAMBS 2 MRGI 2�1 5R OG3RTG 3 MGR-2I 2AME GOG3 TG 4 MGR 209OOG3-TG z MGR-201 GOG3-TG w o Z U BILL OF MATERIALS Z W; _ ITEM PART DESCRIPTION MATERIAL MANUF. / F REMARKS I I 1 MGR-201 FRAME HEAD 6063-T6 TECNOGLA55 Ui 2 MGR-215 PERIMETER COVER 6063-F6 TECNOGLA55 u 3 MGR-2 1 2 FLU5H ANCHOR ADAPTOR GOG3-T6 TECNOGLA55 0 00 O 4 MGR-209 GLA55 STOP (INSULATED LAMINATED GLA55) 6063-T6 TECNOGLA55 ._ pj 5 MGR-210 GLA55 5FOP (LAMINATED GLA55) 6063-T6 TECNOGLA55 p 1 .09G" 6 114" hH TAPCON A5 REQUIRED 30 Z 7 - 8- 16 PH FH 55300 L= I " A55Y SCREW 5T/5T - z 3 LL 0- 8 - 10-1 6 5M5 PH R1 L= I " 55300 5T/5 f - o Z - ti w <�x 9 - BULB GA5KET ULTRAFAB E201 VINYL - x U) w LL GLASS STOP 0 - SETTING BLOCK 3/ 16" THK X I/T X I" 5ANTOPRENE o 0 a r 5 3 o�w MGR-2I0 GOG3-TG Dc97s DowcoRwNG79s slucoNe Dow U) 12 - I/2" X 5/8" SETTING BLAM INATED MINATED GLA55 SANTOPRENE - w Q N w U) 13 - GLA55 5PACER ALUMINUM TECNOGLA55 w O m d • f • • •i ••i i i i•i •• .��, ,. G�gE. I� PARTS • • • • • • • • • +�, : V RICA "T %* OIIOFIB • • • • • • • • • • • • .�. ap 28677 Z AS SHONM i ••• ••• •f• ••• ••• ••• • • • • • • • 0 • i • • • • • FEBRUARY 20TH, 201E ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME E201 z z I- 2 ul uj z 0 Z 7 w ZZ (8) #10 x 1/2"LG FH SMS S/S MIG 09 a z 91 a < x ALL CORNERS 0 1: 1. TO BE WELDED 0 (ELECTRODE ER4043) U) to 5EALAVi ALL JJINT5 ANC T� 47PitV CONNECT10N62EA�l: E. -ice SO ROA R iRA PLATE of; 0.6 00 28677 1/8" x 11/4" x 6" CIRCULAR OR ANGULAR RECT. OR SQUARE WINDOW CONECTION 4 9 0;7 9 09 40 c• • FEBRUiPFFTH, 2018 i BusinessS Professional M♦ Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search dopr Product Approval 4-o-1 USER: Public User Product lloroval Menu > Product or Application Search > Agolication List > Application Detail FL # FL27000 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris • ' ' • • ulises@mrglasswindows.com • • • •••••• • • ••• •••••• Technical Representative Augusto Arias •••• • • • • Address/Phone/Email 8120 NW 84th St ' • ••"" • • •. • Medley, FL 33166 "• • ' (305) 470-8284 • • • • • • • • • • • • • aarias@mrglasswindows.com • • • • • • . • • • • • • • • • • • Quality Assurance Representative • • • • ' """ Address/Phone/Email • • • ' • ' a 0 0 0 ' Category Panel Walls ' • i Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. -" Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL27000 RO COI SS - MG5000 Window Wall System -CI 2017.pd Standard Year AAMA 501 2005 TAS-201 1994 TAS-202 1994 TAS-203 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2018 Date Validated 04/20/2018 Date Pending FBC Approval 04/25/2018 Date Approved 06/12/2018 Summary of Products FL # Model, Number or Name 27000.1 I Series MG5000 Aluminum Window Wall System Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +130/-130 Other: See drawing 18-46F for span vs load combinations and installation details Description Large missile impact resistant aluminum window wall system. Installation Instructions FL27000 RO II SS - MG5000 Window Wall System (LMI)_ DWG 18-46F.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL27000 RO AE SS - MG5000 Window Wall System (LMI)-PAE 2017.pdf Created by Independent Third Party: Yes • • • 000000 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone 85� 0-4i • • • • • • The State of Florida is an AA/EEO employer. • • • • • • SSRYl19hL 2007-2013 State of Florida.:: Privacy Statement :: Accessibi"dement :: Refund Statement • • • • ••• Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a put*rrerords requesO do•not••send electrons • • • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant to Section 455.275(1)f • Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with ahEill,al141hAdress if trey havebne. The ersaNs• • • provided may be used for official communication with the licensee. However email addresses are public record. If you do not Osh to supply a &Fs&Adl address, pleasf• • • • provide the Department with an email address which can be made available to the public. To determine if you are a IicensdeLnddrthapter 455? F.S., please click Lee . Product Approval Accepts: • • • • • • • • � • • • • I K.t ELI tECi LE • • • • • • • • • • • Credit Card • • so** ••• • Safe •••• AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 27000 Date: 04/19/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS & WINDOWS, INC. Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166 Model Name: SERIES "MG5000" ALUMINUM WINDOW WALL SYSTEM Maximum Frame Width: 84" Maximum Frame Height: 180" Maximum Load: +130PSF, -130 PSF (Large Missile Impact) Installation Drawings # 18-46F This product complies with the High Velocity Hurricane Zone (HVHZ) testing MIClirtment;. The above maximum parameters do not occur simultaneously, • •' • • • �; See installation drawings for combination of span vs loads and anchor'type. ' Comparative analysis used Yes X No ..'..' :•"% Mandatory Tests (Tested in accordance with AAMA 501/101/I.S.2/NAFS/ 45202) ' TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test• • DATE REPORT # • .. • . • : Seale py. ASTM E283 Air Infiltration Fenestration Testing 12/19/2007 FTL-5447 Michael R. t%�el, P.E. Leakage Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. 08/16/2017 FTL-9605 Idalmis Ortega, P.E. ASTM E331 Water Fenestration Testing 12/19/2007 FTL-5447 Michael R. Wenzel, P.E. OR ASTM S47 & Penetration Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. TAS 202 08/16/2017 FTL-9605 Idalmis Ortega, P.E. ASTM E330 Uniform Static Fenestration Testing 12/19/2007 FTL-5447 Michael R. Wenzel, P.E. & TAS 202 Air Press. Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. 08/16/2017 FTL-9605 Idalmis Orte a P.E. 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfar000@afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration Testing 12/19/2007 FTL-5447 Michael R. Wenzel, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. ANSI Z97.1 08/16/2017 FTL-9605 Idalmis Ortega, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: AHM�''' �%CE No 70592�: J3 ST t OF c� Javad Ahmad PE # 70592 ;. AI-Farooq Corporation EB # 3538 A�E� .��Sealed 04-20-18 ...... . .. ...... ...... . . ..... .. .. . ...... . . .. . ...... 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroog@afceng.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT April 19, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series "MG5000" Aluminum Window Wall System (L.M.I.) •••..• Certificate of Independence •' ' .***** *00 *****. Dear Sirs, ;••••; * ...... As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the,grgqyct referenced ,,;,,• above, I do hereby declare that I do not have and will not have any finamFiaa•intereaf M any ****** company manufacturing or distributing the above referenced product, nor ctl1Ppaye or will have •* any financial interest with any other entity involved in the approval process.of t4j prodUct4 * * * * * * 0000 Sincerely, � P'O"ANM No 70592 J�7* I ST * OF S��pO/NRA%-��`� Sealed 04-19-18 Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com D.L. OPG. ' SEE SHEET 2 C.L. OPG. _ _ D_L. OPG. SEE SHEET -2 SEE SHEET 2 D.L. OPG. WIDTH C.L. OPG. WIDTH c� U mw SEE CHART SEE CHART Td oA - - -- _ SHEET 2 SHEET 2 U i 11_� e _. All L1�_ _: 1 . 1 L _ ( i l_1 11 Liz_ _ _ - Z q m _- .. -. -.._ _.- - i --�---- - 0 a W F 10 C°dQog �. W QS2 III — 9 I� of/, OS D D• it J W JU 0 0Om o In ON I Q — ... w N vo rn w i W W N w O ep W w 11 :, _. / {- D.L. OPG. D.L. OPG. WIDTH SEE CHART - WIDTH SEE CHART SHEET 2 SHEET 2 Z H J : I SEE 'MR.\GLASS' :. .. !I L.M.I. DOOR\APPRO.AL '.w cI a 'IFOR DOOR RAjNG C i ii &DETAILS. \ G3 wx N S2DO z AD �If::v fi 4-1 0 4• MAX. 4' MAX. �� - __ _ oN oN oLn HEAD/SILL MEAD/SILL MAX. MULLION SPACING I _ cm Z } w CORNERS CORNERS 'l SEE SHEET 3 & 4 w N ANCHORS TYPE A, B. C OR D '--__DOOR MULLION ANCHORS I _ �, 2 Go :2,W- 2, 3, 4 OR 5 AT EACH JAMB- -' ANCHORS TYPE A, B, C OR D SEE SHEET 7 - --- SEE SHEETS 5, 5.1 & 52 2, 3, 4 OR 5 AT EACH SIDE OF MULLION--'' SEE SHEETS 5, 5.1 & 5.2 SN,=RI�_MGrJOQU AI UMINUMHALL- SYSTEM .: TYPICAL SLEVATION I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE -IIINDO THIS SYSTEM IS RATED FOR URGE MISSILE IMPACT VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS I SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES I c SHUTTERS ARE NOT REQUIRED. SINGLE LRES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. I 'o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSTRUCTIONS QORfPLIES ,; WITH, REQUIREmEwS'QF,ANSI REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE USE CHARTS AS FOLLOWS. INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON LAMINATED GLASS DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING LARGE MISSILE IMPACT c lw TO THE BUILDING STRUCTURE. APPLICABLE ASCE1746TAW)". • • • • • •• -- -.- - Nlio ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS STEP 2 SEE CHARTS ON*,SHEET 2 F0: DI%Jt 1_04) Cl-AC:Y FL #27000 °c AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE OF DF5IRFD GL S ci7c, MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CHECK MULLION�c� A,C 0 At'i1y SpA IaC ,,�(, STEP 3 �cL rotYE YE�E ��!! `"i • • - - - ~ EBASED ��titI1, 1111111" A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. HEIGHT uslNc C'Flmzts oA SEtS S & a FOk WINDOW WALL MULLION AND SHEETS 6 & 7 FOR NSP,�LATION OF THIS PRODUCT ON THIS�PROOUCTREVA`L)ATTII.N PROVIDED HF/SHE DOES NOT DEVIATE FROM T^E CONDITIONS DETAILED q `?.••�\GFJ46tc'\s' �`i S ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. DOOR MULLION ON TIUS DOCUMENT, I MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. B-THIS PRODUCT EVALUATION DCCUMENT WILL BE CONSICERFD INVALID IF .,, 692 = v COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2077 FLORIDA BLDG. CODE &ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION CHECK ANC CAFltd •FOR WIRD WAii•STSTEM �� • USING CH S SH 5, 5.1 5.2 FOR 000R uLJON F HOR FMacIY SEE c�1RT R NY MEANS W �� „-srE sPE:61c PRaEc-s SHALL. BE PREPARED Br a FLORIDA RFcs FRFD _ #NGNEER W ARCHITECT WHICH WILL BCCOME THE ENGINEER OF RECORD (E 0 RJ FOR THE RaEcr AND WHo w:,u BE RESPONSIBLE FOR THE ROPER 'i0 � Ti o � FOR A SITE SPECIFIC PROJECT, i e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ON SHEET • • U$� cFt P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED drawing no. OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR THE CAPAC •STIOULRJ•ERCEED THEPSIGN PD. • E\%INEER .O�E PEA. ENGINEER SHALE SUBMR TO THIS LATTER THE SITE s/f\''., � \ 19RAWINCS WATER INFILTRATION RESISTANCE ETC. SPwm: FOR REVIFw. \ i��O '•,..... •' �,� \ 18-46F CONDITIONS NOT SHOWN IN THIS DRAWING ARE T'0 BE ANALYZED SEPARATELY, THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND D- THIS P.E.D. SHALL DEAR TIE DATE AND ORIGINAL SEAL, AND SIGNATURE OF J J J JIj/Y AND TO BE REVIEWED BY BUILDING OFFICIAL. 4 SHALL APPLY TO ENTIRE SYSTEM. THE PRCFF.sSit)NAI. ENCNEEa of REcaRc THAT PREPARED tt 111Va sheet i of 12 NIRAIAEI n4-20-18 • • • • • • • • • • • •• •• • • • •• •• 84" MAX. FRAME WIDTH 78 1/2" MAX. D.L. OPG. 14 MAX. SPACING FOR 1/4" SHIMS 8" MAX. SPACING A 8 FOR 3`/8" SHIMS i 0 _ 9 1 C 8 14" MAX. SPACING MAX. FOR 1/4" SHIMS ( HE AD 8" MAX. SPACING CORNERS FOR 3/8" SHIMS TYPICAL ELEVA71QN SINGLE (0) PANEL •• ••• i f • • • •• . ... ...... ...... MAXIMUA •(tSIGa LOAD RVNG 14- 70.1f rIF '' • — 70.0 PSF (FOR 'SINGLE UNfrS SHOWN IN THIS SHIV 0R'9I�l`Vi • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4(�v" '7r � m_ Q 4 F y W K O z a' G �IL O,ryfu�wo' C W •`l�! 0 p 000,4 0 it 8 0 N N 0 d W5, 5LL - V. Z wn dw�mf k SILICONE Z ro DOWSIL 983 � � I -- 1/4" HEAT STREN'D GLASS. O .OW Interlayer Z o 3 3 SentryGl- By 'Kuraray America, Inc.' g '.d W p- F 1/4" HEAT STREN•D GLASS �, 2 F i m pp �..pa�p� o m 3i < u 2 In \ c� 7 J � w �w (ii w tY 8A h� r 10 8 GLASS TYPE _'B1' .4 h tl fi 0 tl O;p YI b .'..O ... . c ?3�:'•'•ytG:XS4c4� '' R p - _70M �,°°�y ""• IS drawing no. �i�"�.,•• UP. \� FL #27000 �iy� i``` sheet l,tof 12 GLASS LOAD CAPACrrY - PSF NOMINAL DINS. GLASS TYPE 'A' GLASS TYPE 'B' D.L.O. WIDTH O.LO. HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 25" 80.0 130.0 32" 80.0 130.0 36' 80.0 i 130.0 40" 84-1/2" 80.0 130.0 44-1/4' 80.0 130.0 48" 80.0 130.0 52' 80.0 130.0 56-1/4' 80.0 130.0 28" 80.0 130.0 32' 80.0 130.0 36" 80.0 130.0 40" 90-1/2' 80.0 130.0 44-1/4" 80.0 130.0 48' I 80.0 130.0 52' 50.0 130.0 28' 80.0 130.0 32" 80.0 130.0 1. 80.0 130.0 40' 96-1/2' 80.0 130.0 44-1/4' 80.0 130.0 48' 80.0 130.0 52' 80.0 127.2 28' 80.0 130.0 32" 80.0 _ 130.0 36' 02-1/2" 80.0 130.0 40" 80.0 130.0 44-1/4- 80.0 130.0 48" 80.0 128.9 28' 80.0 130.0 32' 80.0 130.0 36" 108-1/2' 80.0 130.0 40' 80.0 130.0 44-1/4' 80.0 130.0 28' 80.0 130.0 32' 80.0 130.0 M. 80.0 130.0 40" 114-1/2" 80.0 130.0 44-1/4' 80.0 130.0 48-1/2' - 90.0 51-1/2" - 90.0 44-1/4' - 90.0 48' 120-1/2' - 90.0 50" - 90.0 44-1/4' 126-1/2" - 90.0 48' - 90.0 40' - 90.0 44-1/4" 132-1/2" - 90.0 46" - 90.0 40' 90.0 44-1/4' - 90.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. I I� j'I III 8A G n ALTERNATE BUTTON BUMPERI IN LIEU OF VINYL SPACER 8 SILICONE DOWSIL 982 DOWSIL 795 1/4' HEAT STREN'D GLASS 090' Interloyer Trosifol PVB By 'kummy America, Inc.' w -1/4' HEAT STREN'D CLASS I'm SILICONE DOWSIL 983 DOWSIL 795 1/4" HEAT STREN'D GLASS 090" Interlayer SentryGlas By 'Kuromy America, Inc. w 1/4' HEAT STREN'D GLASS _i m ro �� 7 n ]� I I I �l 10, GIA$S__TYPFaA) GLASS TYPE, W CI.AZ_ING OPTIONS • •• • • • • ••• • •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • 000 000 • • • • • • BASED ON ASTM E1300-09 (3 SEC. GPJS). : • • • • • • • • • 'GLASS FL #27000 ```jyl l�ti l.7/71/71J. yi�,..•L1Geivsyc ••`.�aJ No. 7D5S? ti! L.a V Y 2 0;0 W O i m o a r _ i a sa drawing no. 18-46F sheet 2 of12 • • • • • • • • • • ••• • • • ••• • • MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS JAMB 'J2' JAMB 'Jl' JAMB'J1' JAMB '13' JAMB 13' NOMINAL DIMS. ULM 'M1' MULL 'M2' ULU 'M3' MULL '114, ExT. (+) EXT. (+) EXT. (+) EXT. (+) WIDTH (W) FRAME HEIGHT INT. (-) INT. (-) INT. (-) INT. (-) 30' 130.0 130.0 130.0 130.0 36' 130.0 130.0 130.0 130.0 42• 86-1/2" 130.0 130.0 130.0 130.0 -- 48' 130.0 130.0 130.0 130.0- 54" 130.0 130.0 130.0 130.0 60" 1273 130.0 130.0 130.0 30" 130.0 130.0 130.0 130.0 36' 130.0 130.0 130.0 130.0 42' 90" 130.0 130.0 130.0 130.0 48• 130.0 130.0 130.0 130.0 54" 122.9 130.0 130.0 130.0 60' 114.9 130.0 130.0 130.0 30" 130.0 130.0 130.0 130.0 36" 130.0 130.0 130.0 130.0 42' 96" 121 A 130.0 130.0 130.0 48" 108.6 130.0 130.0 130.0 54' 99.4 130.0 125.6 130.0 60" 92.4 130.0 116.3 130.0 30' 130.0 130.0 130.0 130.0 36' 127.6 130.0 130.0 130.0 42' 98'1/2 111 13 0 130.0 48' 100.0.6 130.00.0 130.0170 130.0 54' 91.4 130.0 118.6 130.0 58' 86.8 130A 112.4 130.0 30' 130.0 130.0 130.0 130.0 36' 114.5 130.0 130.0 130.0 42" 102" 100.0 130.0 130.0 130.0 48' B9.5 130.0 120.9 130.0 54' 81.8 130.0 109.8 130.0 5g" 79.4 127.7 106.7 130.0 30' 113.5 130.0 130.0 130.0 36" 95.9 130.0 130.0 130.0 42" 108' 83.6 130.0 120.3 130.0 48• 74.6 120.0 107.0 130.0 53• 68.8 110.7 98.4 130.0-- 30" 105.9 �130.0 130.0 130.0 36" 89.4 130.0 130.0 130.0 42' 110-1/2' 77.8 125.2 114.7 130.0 48" 69.4 111.6 10L9 130.0 52' 64.9 104.5 95.1 130.0 1., 96.2 130.0 130.0 130.0 36' 81.2 130.0 123.8 130.0 42" 114' 70.8 113.6 107.4 130.0 48" 62.9 101.1 95.3 130.0 50" 60.8 97.7 92.0 130.0 30" 82.3 130.0 130.0 130.0 36' 12W 09.3 111.5 111.4 130.0 42' 60.2 96.9 96.5 130.0 48' 1 53.5 1 86.1 1 85.5 130.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCHORED IAMB OPTIONS MULL OPTIONS MULLION LOAD CAPACITY - PSF MULLIONS 11/0 INITRMEDIATE RORI'LONTAL9 JAMB 'J2 IAMB '13' NOMINAL DIMS. MULL '114' EXT. (+) WIDTH (W) FRAME HEIGHT INT. (-) 54' 120" 90.0 57' 90.0 30' 90.0 36" 90.0 42' 126" 90.0 48' 90.0 54" 90.0 30 90.0 36"00 ••• • 090.00 • 13s• •i• �� 487 • • • • • 901 • • • • 90E 90A 38' 90.0 42' 138' 90.0 86.90 go' • • 90.00 • • •90000 016. 42' 89.4• 48' 79.0 12 6 - 3 U 6 3 JAMB 'JI' JAMB 72' Ix IN-4 Sx IN"3 Ix IN-4 Sx IN"3 5.6509 2.6421 10.6486 4.4452 12 5 3 MULLION 'MC MULLION 'M2' Ix IN-4 Sx IN-3 Ix IN-4 Sx IN-3 6.7195 2.6757 - 10.8072 3.7590 UNANCHORED - .. .. .. JAMB OPTIONS BULL OPTIONS 2 i • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W1 W2 _ W3 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) = W2 + W3 AT FRAME MULLION 2 - _ 6 3 P gY 10 Y Z Oz f 0 Qa aN N -. O JAMB '73' OR () G ui 4 Ix IN" 4 Sx IN-3 Q > � p- a & ALUMINUM 6.6509 2.6421 ¢ o O STEEL 2.7506 1.2225 TOTAL Iv AW4 + k Ill x 29 14.6276 ��y JpJ N ZU. Lu LL N Q Lu t3 13 p� J C7 tOQ _ I" Z V) Q W M E f 5 t.� ^ c m - m , , n Y MULLION 'M' MULLION 'M4' 3 3 .� Lx IN-4 Sx W3 Ix IN-4 Sx W3 p3 Z N (C ALUMINUM 6.7195 2,6757 L2225 ALUMINUM 6.7195 2.6757 STEEL 3.7533 1.668 O Y STEEL 2.7506 TOTAL TOTAL M N 8 d Au9 + k 9TL X 2.9 14.6962 Ia A.W + d STL x 2Jl 17-6047 GOth O L(. (/fIn w (r 00 m !c MULLIONS 2 I`u q q 9 cl c v Na ` 1ji 9t1 tlj1j _r- drawing no. 18-46F FL #27000 N,sheet 3 of 12 Sealed 04-20-18 MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS JAMB 'J2' JAMB 'J:' JAMB 'J 1' JAMB 'J3' JAMB 'J3' NOMINAL DIMS. MULL 'ML' MULL 'M2' MULL 'M3' MULL '11114. EXT. (+) I EXT. (+) FXT. (+} EXT. (+) WIOTH (W) fRWE HEIGHT INT. (-) INT. (-) INT. (-) INT. (-) 30" 130.0 130.0 130.0 130.0 36' 130.0 13(1.0 130.0 130.0 42' 78" 130.0 130.0 130.0 130.0 48' 130.0 130.0 130.0 130.0 54" 130.0 130.0 130.0 130.0 60" 130.0 130.0 130.9 130.0 30' 130.0 130.0 130.0 _ 130.0 36" 130.0 130.0 130.0 130.0 42' 86-1/2' 130.0 130.0 170.0 130.0 48• 130.0 730.0 130.0 130.0 54" 118.9 130.0 130.0 130.0 6p' 107.0 130.0 124.8 130.0 30" 130.0 130.0 130.0 130.0 76' 130.0 130,0 130.0 130.0 42' �" 130.0 130.0 130.0 130.0 48' 1192 130.0 130.0 130.0 54" 105.2 130.0 128.1 130.0 60' 95.3 130.0 115.3 130.0 3p' 130.0 130.0 130.0 130.0 36' 130.0 130.0 130.0 130.0 42' 96" 112.2 130.0 130.0 130.0 48' 98.2 130.0 126.7 130.0 54' 87.3 130.0 112.6 130.0 60' 78.5 122.1 101.4 130.0 30" 130.0 130.0 130.0 130.0 36" 121.2 130.0 130.0 130.0 42' 98-1 /2' 103.9 130.0 130.0 130.0 48' 90.9 170.0 120.3 730.0 54" 80.8 128.9 107.0 130.0 58' 75.2 120.0 99.6 130.0 30" 130.0 130.0 130.0 130.0 36" 109.1 130.0 130.0 130.0 42" 102" 93.6 130.0 120.3 130.0 48" 81.9 130.0 112.2 130.0 54" 72.8 117.0 99.8 130.0 56" 70.2 112.8 96.2 130.0 30' 110.3 130.0 130.0 130.0 36" 91.9 130.0 130.0 130.0 42" 108" 78.8 126.8 114.4 130.0 48" 69.0 110.9 100A 130.0 53" 52.5 100.4 90.7 130.0 30" 103.0 130.0 130.0 130.0 36" 85.8 130.0 127.5 130.0 42' 110-1/2" 73.6 118.3 109.3 130.0 48' 64.4 103.6 95.6 130.0 52• 59.4 95.6 88.3 130.0 30' 93.8 130.0 130.0 130.0 M. 78.2 125.7 119.8 ma 42' 114' 67.0 107.8 102.7 130.0 48' 58.6 94.3 89.8 130.0 50' $6.3 90.5 86.2 130.0 30' BOA 129.4 129.7 130.0 36" 120. 87.0 107.8 t0e.i 130.0 42' 57.5 92.4 92.7 130.0 48' S0.3 80.9 81.1 1 130.0 UNANCHORED rAMB OPTIONS dULL OPTIONS MILLION LOAD CAPACITY - PSF UUIONS IITTH INTERMEDIATE HORIZONTAL JAMB 'J2' JAMB 'J3' NOMINAL DIMS. MULL 'M4' EXT. (+) WIDTH (M') FRAME HEIGHT INT. (-) 120' 90.0 57" 90.0 30" 90.0 36' 90.0 42" 126' 90.0 48' 90.0 54" 90.0 30" 90.0 36` • • • • • 4§0.0 • 426 132jo • 6904 48" • • • 490.00 30' 90.0 36" 90.0 42' 135' 90.0 • 5� • � 83.1 � • • ..• 90.0 • •36 • 90.0 144' 42" • • 87.1 48" 762 UNANCHORED JAMB OPTIONS MULL OPTIONS 6 3. JAMB 'JI' Ix N-4 Sx IN-3 6.6509 2.6421 57 .0 MULLION 'MI' Ix IN-4 Sx IN-3 6.7195 - 2.6757 (12 6, 3 JAMB 'J2' Ix N-4 Sx IN-3_ 10.6486 4.4452 12: 5' 3 MULLION 'M2' Ix N-4 Si IN-3 -10.8072 3.7590 INTERMEDIATE HORIZONTALS rv1 ne _ nu . WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) = Wz + W3 AT FRAME MULLION 2 • • • MOTE: • INTERPOLATION BETWEEN WIDTHS ALLOWED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • x S 13 Z 4 Alf r ,�i a 6 3. z nm 0 �° W 1v a Qm 00 JAMB 13' �' 4 C/�Gym V 0 m Ix IN-4 Sx IN-3 ALUMINUM 6.6509 2.6421 i 0' R C m 8 STEEL 2.7506. 1.2225 8 'TOTAL O o ¢ k N.9M i k sT, 14.6276 ar y� = J Q W LL a 13. 13 LL Z ut _ 0'. W mf F 5 ?-3 3 5 3 J Z m m 14 MULLION 'M3' MULLION 'M4' 3-- Ix N-4 Sx IN-3 _ _Ix IN-4 _ Sx IN-3 3- 1p ALUMINUM 5.7195 2.6757 2.7506 1.2225 ALUMINUM 6.7195. 2.6757 STEEL - 3.7533 1.668 1- 0 N STEEL TOTAL g 0 M m TOTAL 14.6962 k AIUN+k 91Lx 2.1 kN1Al i k5%x 2.9 17.6047 p N J " r Z}o Sj2 �3 y O J n �00> �2 •V MULLIONS _. �.,.cc P_AHWyk Y f s 14 1 No 70I932 wz drawing no. FL #2l000 7/P11li1 111` sheet 4 of12 Sealed 04-20-18 MR. GLASS [ ti c� DOOR & TRANSOM te. \d INTERMEDIATE SEE SEPARATE APPROVAL A� Ore HORIZONTALS MR. GLASS _ '�+ to OPTIONAL -DOOR ALL FIXED UTES SEE SEPARATE APPROVAL q W 0 -- ____ eY O D• OR I / II I h N �.11p 2 1 it _ x E It w It 4 %Its 1 I4L \ N z I^p [ C L Z P:— W.. w1 w2 w1 w2 W1 W2 wi w2 WIDTH (W) W1 + W2 WIDTH (N� w1 + w2 wi w2 WIDTH (W) W1_2. W2. g Z --..2--- - 2 WIDTH (w) — 2 + 4 _ I 0 n O v Z o 3 3 I HIT 4" '..� 3" q" ao o o m m w N moos � TYP. TYP. tYP. TYP. A2.BE C2 DD2 A3, 83, C3, D3 A4, B4 C4, D4 A5. B5. C5 c 0 ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION SEE SHEETS 5, 5.1, 5.2 & 7 FOR ANCHOR CAPACITY CHART. N '9 A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION SEE SHEET S FOR ANCHOR DESCRIPTION. B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION ,. C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION-.o D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION ANCHORS >_ A3 = (3) ANCHORS TYPE A' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • • • o. , . ` B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • ° -- C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION • • r : • ' ; - D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • • °0 A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • • • • i '� '... B4 ((4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 - (4� ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION 'U' o ' ll4 = (4) ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION ` A5 - (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • • • • 000 • • • 000 • • • 115 = (5) ANCHORS TYPE 'S' AT EACH SIDE OF JAMB AND MULLION • • 'C' • • drawing no. C5 - (5) ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION •• • $-46F ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. • • • • FL #27000 sheet 5 of 12 Sealed 04-20-18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR LOAD CAPACITY - PSF INT.(-) ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' 1/4" MAX. SHIM NOMINAL DIMS. 3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE ANCHORS TYPE 'D' WIDTH (W) FRAME HEIGHT A2 A3 A4 A5 A2 A3 A4 A5 B2 B3 B4 B5 B2 B3 B4 B5 C2 C3 C4 C5 C2 C3 C4 C5 D2 D3 D4 30' 61.3 91.9 122.2 130.0 47.9 71.9 95.9 119.9 67.9 101.9 130.0 t30.0 53.3 79.9 106.5 130.0 115.9 130.0 130.0 130.0 91.4 130.0 130.0 130.0 130.0 130.0 130.0 36' 51.1 76.6 101.8 127.6 40.0 59.9 79.9 99.9 56.6 84.9 113.2 130.0 44.4 66.6 88.8 111.0 96.6 130.0 130.0 130.0 76.2 114.3 130.0 130.0 130.0 130.0 130.0 42' 43.8 65.6 07.3 109A 34.2 51.4 68.5 85.6 48.5 72A 97.0 121.3 38.1 57.1 76.1 95.1 82.8 123.7 130.0 130.0 65.3 98.0 130.0 130.0 124.0 130.0 130.0 48" 38.3 57.4 76.4 95.7 30.0 44.9 59.9 74.9 42.5 63.7 84.9 106A 33.3 49.9 66.6 832 72.4 108 2 130.0 130.0 57.2 85.7 114.3 130.0 108.5 130.0 130.0 54' 34.0 51.1 67.9 85.1 26.6 40.0 53.3 66.6 37.7 56.6 75.5 94.3 29.6 44.4 59.2 74.0 64.4 96.2 128.7 130.0 50A 76.2 101.6 127.0 96.4 130.0 130.0 60' 30.6 45.9 61.1 76.6 24.0 36.0 47.9 59.9 34.0 50.9 67.9 84.9 26.6 40.0 53.3 66.6 57.9 86.6 115.9 130.0 45.7 68.6 91.4 114.3 86.8 130.0 130.0 30° 58.9 88.3 117.4 130.0 46.1 69.1 92.2 1152 85.3 97.9 130.0 130.0 51.2 76.8 102.4 128.0 111.4 130.0 130.0 130.0 87.9 130.0 130.0 130.0 130.0 130.0 130.0 36° 49.1 736 97.9 122.7 38.4 57.6 76.8 96.0 54.4 81.6 108.8 130.0 42.7 64.0 85.3 106.7 92.8 130.0 130.0 130.0 73.2 109.9 130.0 130.0 130 0 130.0 130.0 42' 90, 42.1 63.1 83.9 105.1 32.9 49.4 65.8 82.3 46.6 69.9 93.3 116.6 36.6 54.9 73.1 91.4 79.5 118.9 130.0 130.0 62.8 94.2 125.6 130.0 119.2 130.0 130.0 48' 36.8 55.2 73.4 92.0 28.8 43.2 57.8 72.0 40.8 61.2 81,6 102.0 32.0 48.0 64.0 80.0 69.6 104.0 1300 130.0 54.9 82.4 109.9 130.0 104.3 130.0 130.0 54' 32.7 49.1 652 81.8 25.6 38.4 51.2 64.0 36.3 54.4 72.5 90.7 28A 42.7 56.9 71.1 61.9 92.4 123.7 130.0 48.8 73.2 97.7 122.1 92.7 130.0 130.0 60" 29.4 44.2 58.7 73.6 23.0 34.6 46.1 57.6 32.6 49.0 65.3 81.6 25.6 38.4 51.2 64.0 55,7 83.2 111.4 130.0 43.9 65.9 87.9 109.9 83.4 125.1 130.0 30" 55.2 82.8 110.1 130.0 43.2 64.8 86.4 108.0 61.2 91.8 122.4 130.0 48.0 72.0 96.0 120.0 104.4 130.0 130.0 130.0 82.4 123.6 130.0 130.0 130.0 130.0 130.0 36" 46.0 69.0 91.8 115.0 36.0 54.0 72.0 90.0 51.0 76.5 102.0 127.5 40.0 60.0 80.0 100.0 87.0 130.0 130.0 130.0 68.7 103.0 130.0 130.0 130.0 130.0 130.0 42" 96" 39.4 59.1 78.6 98.6 30.9 46.3 61.7 77.1 43.7 65.6 87.4 109.3 34.3 51.4 68.6 85.7 74.6 111.4 130.0 130.0 58.9 88.3 117.7 130.0 111.7 130.0 130.0 48' 34.5 51.8 68.8 86.3 27.0 40.5 54.0 67.5 38.3 57.4 76.5 95.6 30.0 45.0 60.0 75.0 65.3 97.5 130.0 130.0 51.5 77.3 103.0 128.8 97.8 130.0 130.0 54" 30.7 46.0 61.2 76.7 24.0 36.0 48.0 60.0 34.0 51.0 68.0 85.0 26.7 40.0 53.3 66.7 5&0 86.7 116 0 '. 130.0 45.8 68.7 91.6 114.4 86.9 130.0 130.0 60' 27.6 41.4 55.1 69.0 2L6 32.4 43.2 54.0 30.6 45.9 61.2 76.5 24.0 36.0 48.0 60.0 522 780 1044 130.0 41.2 61.8 82.4 103.0 78.2 117.3 130.0 30" 53.9 80.7 107.3 130.0 42.1 63.2 84.2 105.3 59.6 89.5 119.3 130.0 46.8 70.2 93.6 117.0 101.8 130.0 130.0 130.0 80.3 120.5 130.0 130.0 130.0 130.0 130.0 36° 44.8 67.2 89.4 112.1 35.1 52.6 70.2 87.7 49.7 74.6 99A 124.3 39.0 58.5 78.0 97.5 84.8 126.7 130.0 130.0 66.9 100A 130.0 130.0 127.0 130.0 130.0 42' 38.4 57.6 76.6 96.1 30.1 45.1 60.1 75.2 42.6 63.9 85.2 106.5 33.4 50.1 66.8 83.5 72.7 108.6 130.0 130.0 57.4 86.0 114.7 130.0 108.9 130.0 130.0 98-1/2" 48 33.6 50.4 67.1 84.1 26.3 39.5 52.6 65.6 37.3 55.9 74.6 93.2 292 43.9 58.5 73.1 63.6 95.0 127.2 130.0 50.2 75.3 100.4 125.5 95.3 130.0 130.0 54° 29.9 44.8 59.6 74.7 23.4 35.1 46.8 58.5 33.1 49.7 66.3 82.8 26.0 39.0 52.0 65.0 56.5 84.5 113.1 130.0 44.6 66.9 89.2 111.5 84.7 127.0 130.0 60' 26.9 40.3 53.7 67.2 21.1 31.6 42.1 52.6 29.8 4C7 59.6 74.6 23.4 35.1 46.8 58.5 50.9 76.0 101.8 127.2 40.2 60.2 80.3 100.4 76.2 114.3 130.0 30" 52.0 77.9 ' 103.6 129.9 40.7 61.0 01.3 101.6 57.6 86.4 '. 115.2 130.0 45.2 I 67.8 90.4 112.9 98.3 130.0 130.0 ', 130.0 77.6 116.3 130.0 130.0 130.0 130.0 130.0 36' 43.3 64.9 86.4 108.2 33.9 50.8 67.8 84.7 48.0 72.0 96.0 120.0 37.6 56.5 75.3 94.1 81.9 122.4 130.0 130.0 64.6 96.9 129.3 130.0 122.7 130.0 130.0 42' 37.1 55.7 74.0 92.8 29.0 43.6 58.1 72.6 41.1 61.7 82.3 102.9 32.3 48.4 64.5 80.7 70.2 104.9 130.0 130.0 55.4 83.1 110.8 130.0 105.1 130.0 130.0 102" 48' 32.5 48.7 64.8 81.2 25.4 38.1 50.8 63.5 36.0 54.0 72.0 90.0 20.2 42.4 56.5 70.6 61.4 91.8 122.8 130.0 48.5 72.7 96.9 121.2 92.0 130.0 130.0 54" 28.9 43.3 57.6 72.2 22.6 33.9 45.2 56.5 32.0 48.0 64.0 80.0 25.1 37.6 502 62.7 54.6 81.6 109.2 130.0 43.1 64.6 86.2 107.7 81.8 122.7 130.0 60" 26.0 39.0 51.8 64.9 1 20.3 30.5 40.7 50.8 28.8 43.2 57.6 72.0 22.6 33.9 45.2 56.5 49.1 73.4 98.3 '. 122.8 38.8 58.2 77.6 96.9 73.6 110.4 130.0 30" 49.1 73.6 97.9 122" 38.4 57.6 76.8 96.0 54.4 81.6 108.8 130.0 42.7 64.0 85.3 106.7 92.8 130.0 130.0 130.0 73.2 109.9 130.0 130.0 130.0 130.0 130.0 36" 40.9 61.3 81.6 702.2 32.0 48.0 64.0 80.0 45.3 68.0 90.7 113.3 35.6 53.3 71.1 88.9 77.3 115.6 130.0. 130.0 61.0 91.6 122.1 130.0 115.9 130.0 130.0 42' 108" 35.0 52.6 69 9 87.6 27.4 41.1 54.9 68.6 38.9 58.3 77.7 97.1 30.5 45.7 61.0 76.2 66.3 99.0 130.0 130.0 52.3 78.5 104.6 130.0 99.3 130.0 130.0 48' 30.7 46.0 61.2 76.7 1 24.0 36.0 48.0 60.0 34.0 51.0 68.0 85.0 26.7 40.0 53.3 66.7 58.0 86.7 116.0 130.0 45.8 68.7 91.6 114.4 86.9 130.0 130.0 54" 27.3 40.9 54.4 68.1 21.3 32.0 42.7 53.3 30.2 45.3 80.4 75.6 23.7 35.6 47.4 59.3 51.6 77.0 103.1 128.9 40.7 61.0 81.4 101.7 77.2 115.9 130.0 60" 24.5 36.8 48.9 61.3 - 28.8 38.4 48.0 27.2 40.8 54.4 68.0 21.3 32.0 42.7 53.3 46.4 69.3 92.8 116.0 36.6 54.9 73.2 91.6 69.5 104.3 130.0 30" 480 71.9 95.7 119.9 37.5 56.3 75.1 93.8 53.2 79.8 106.3 130.0 41.7 62.6 63A 104.3 90.7 130.0 130.0 130.0 71.6 107.4 130.0 130.D 130.0 130.0 130.0 36' 40.0 59.9 79.7 99.9 31.3 46A 62.6 78.2 44.3 66.5 88.6 110.8 34.8 52.1 69.5 86.9 75.6 112.9 130.0 130.0 59.7 89.5 119.3 130.0 113.2 130.0 130.0 42" 110-1/2" 34.3 51.4 68.3 85.6 26.8 40.2 53.6 67.0 38.0 57.0 76.0 94.9 29.8 44.7 59.6 74.5 64.8 96.8 129.6 130.0 51.1 76.7 102.3 127.8 97.1 130.0 130.0 48" 30.0 45.0 59.8 74.9 23.5 35.2 46.9 58.6 33.2 49.8 66.5 83.1 26.1 39.1 52.1 65.2 56.7 84J 113.4 130.0 44.7 67.1 89.5 111.9 84.9 127.4 130.0 54" 26.6 40.0 53.1 66.6 20.9 31.3 41.7 52.1 •29.!6 0 14.3 0 511 73.8 23.2 34.8 46.3 57.9 50.4 75.3 100.8 . 126.0 39.8 59.7 79.5 99.4 75 5 113.2 130.0 60" 24.0 36.0 47.8 59.9 - 28.1 37.5 46% 26.6 JG.9 • 5.•2 •66.b 90.9•• 3 1 •41.7 52.1 45.4 67.8 90.7 113.4 1 35.8 53.7 71.6 89.5 67.9 101.9 130.0 30' 46.5 69.7 92.7 116.2 36.4 54.6 72.8 90.90 51.5 0 V.3 .1 28e 90-40 69..6• 80.8 101.1 87.9 130.0 130.0 130.0 69.4 104.1 130.0 130.0 130.0 130.0 130.0 36' 38.7 58.1 77.3 96.8 30.3 45.5 60.6 75.8 042.9 Ot.4 • S J9 •1070 4,3 7• 50.5 • 67.4 84.2 73.3 109.5 130.0 130.0 57.8 86.7 115.6 130.0 109.8 130.0 130.0 42" 114' 33.2 49.8 66.2 83.0 26.0 39.0 52.0 65.0 36.9' • 15.2 •/f6 *.0 58.90 40.! 57.7 72.2 62.8 93.8 125.6 130.0 49.6 74.3 99.1 123.9 94.1 130.0 130.0 48' 29.1 43.6 57.9 72.6 22.7 34.1 45.5 56.8 32.2 48.3 64.4 80.5 25.3 37.9 50,5 63.2 54,9 82.1 109.9 130.0 43.4 65.1 86.7 108.4 82.3 123.5 130.0 54" 25.8 38.7 51.5 6C6 20.2 30.3 40.4 50.5 28.5 42.9 57.3 71.6 22.5 33.7 44.9 56.1 48.8 73.0 97.7 122.1 38.5 57.8 77.1 96.4 73.2 109.8 130.0 60° 23.2 34.9 46.4 58.1 - 27.3 36.4 45.5 0264 38.7904,5 9Vjj 1 20. .3 AQ,4 50.5 ".0 65.7 87.9 109.9 34.7 52.0 88.4 86.7 65.9 98.8 130.0 • • • • • • • • • • • • a m ap o0 O h n w W n 0ai°y cy 0tu'1� V ��N Oaop_ggg' 0wa�3 O azz a � W SSE m Q W F J � m o 8 0 Z Y � 3 g W SEE SHEETS 5 AND 8 V. p N m FOR ANCHOR DESCRIPTION. J O n a o J o (an J Z w m � Q wK W J 0 IO .N d r, lj ANCHORS L ° ♦♦�1111i1 A' q�"41 M0. 705B2 ~ I S r;d - " drawing no. FL #27000 7777 / �A1;'00 sheet 5,1of12 • • • • • • • • • • • • Sealed 04-20-18 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 000 0 0 ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' I 1/4' MAX. SHIN NOMINAL DIMS. 3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE 3/9" SHIM SPACE 1/2" SHIM SPACE ANCHORS TYPE 'D' WIDTH (W) FRAME HEIGHT A2 A3 A4 A5 A2 A3 A4 A5 112 B3 B4 B5 B2 B3 B4 B5 C2 C3 C4 C5 C2 C3 C4 C5 D2 D3 D4 30' 44.2 86.2 88.1 110.4 34.6 51.8 69.1 86.4 49.0 73.4 97.9 122.4 38.4 57.6 76.8 96.0 83.5 124.8 130.0 130.0 65.9 98.9 130.0 130.0 125.1 130A 130.0 36' 36.8 55.2 73.4 92.0 28.8 43.2 57.6 72.0 40.8 61.2 81.6 102.0 32.0 48.0 64.0 80.0 69.6 104D 130.0 130.0 54.9 82.4 109.9 130.0 104.3 130.0 130.0 42' 120" 31.5 47.3 62.9 78.9 24 7 37.0 49.4 61.7 35.0 52.5 69.9 87.4 27.4 41.1 54.9 68.6 59.7 89.1 119.3 130.0 47.1 70.6 94.2 117.7 89.4 130.0 130.0 48" 27.6 41.4 55.1 69.0 F 21.6 32.4 43.2 54.0 30.6 45.9 61.2 76.5 24.0 36.0 48.0 60.0 52.2 78.0 104.4 130.0 41.2 61.8 82.4 103.01 78.2 117.3 130.0 54' 24.5 36.8 48.9 61.3 - 28.8 38.4 48.0 27.2 40.8 54.4 68.0 21.3 32.0 42.7 53.3 46.4 69.3 90.0 : 90.0 36.6 54.9 73.2 90.0 69.5 90.0 90.0 30' 42.1 63.1 83.9 90.0 32.9 49.4 65.8 82.3 46.6 69.9 90.0 90.0 36.6 54.9 73.1 90.0 79.5 90.0 90.0 90.0 62.8 90.0 90.0 90.0 90.0 90.0 90.0 36' 35.0 52.6 69.9 87.6 27.4 41.1 54.9 68.6 38.9 58.3 77.7 90.0 30.5 45.7 61.0 76.2 66.3 90.0 90.0 90.0 52.3 78.5 90.0 90.0 90.0 90.0 90.0 42" 126' 30.0 45.1 59.9 75A 23.5 35.3 47.0 58.8 33.3 50.0 66.6 63.3 26.1 39.2 52.2 65.3 58.8 84.9 90.0 90.0 44.8 67.3 89.7 90.0 85.1 90.0 90.0 48' 26.3 39.4 52.4 65.7 20.6 30.9 41A 51.4 29.1 43.7 58.3 72.9 22.9 34.3 45.7 57.1 49.7 74.3 900 90.0 39.2 58.9 78.5 90.0 74.5 90.0 90.0 54" 23.4 35.0 46.6 58.4 - 27.4 36.6 45.7 25.9 38.9 51.8 64.8 20.3 30.5 40.6 50.8 44.2 66.0 88.4 90.0 34.9 52.3 69.8 87.2 66.2 90.0 90.0 30" 40.1 60.2 80.1 90.0 31.4 47.1 62.8 78.5 44.5 66 8 89.0 90.0 34.9 52.4 69.8 87.3 75.9 90.0 90.0 90.0 59.9 89.9 90.0 90.0 90.0 90.0 90.0 36" 33.5 50.2 66.7 83.6 26.2 39.3 52.4 65.5 37.1 55.6 74.2 90.0 29.1 43.6 58.2 72.7 63.3 90.0 90.0 90.0 49.9 74.9 90.0 90.0 90.0 90.0 90.0 42' 132' 28.7 43.0 57.2 71.7 22.4 33.7 44.9 56.1 31.8 47.7 63.6 79.5 24.9 37.4 49.9 62.3 54.2 SID 90.0 90.0 42.8 64.2 85.6 90.0 81.2 90.0 90.0 48' 25.1 37.6 50.0 62.7 - 29.5 39.3 49.1 27.8 41.7 55.6 69.5 21.8 : 32.7 43.6 54.5 47.5 70.9 90.0 90.0 37.5 56.2 74.9 - 90.0 71.1 90.0 90.0 30' 38.4 57.6 76.6 90.0 30.1 45.1 60.1 75.1 42.6 63.9 85.1 90.0 33.4 50.1 66.8 83.5 72.6 90.0 90.0 90.0 57.3 86.0 90.0 90.0 90.0 90.0 90.0 36' 138, 32.0 48.0 63.8 80.0 25.0 37.6 50.1 62.6 35.5 53.2 71.0 88.7 27.8 41.7 55.7 69.6 60.5 90.0 90.0 90.0 47.8 71.7 90.0 90.0 90.0 90.0 90.0 42' 27.4 41.1 54.7 68.6 21.5 32.2 42.9 53.7 30.4 45.6 60.8 76.0 23.9 35.8 47.7 59.6 51.9 77.5 90.0 90.0 40.9 61.4 81.9 90.0 77.7 90.0 90.0 48' 24.0 36.0 47.9 60.0 - 28.2 37.6 47.0 26.6 39.9 53.2 66.5 20.9 31.3 41.7 52.2 45.4 67.8 90.0 90.0 35.8 53.7 71.7 89.6 68.0 90.0 90.0 30' 36.8 55.2 73.4 90.0 28.8 43.2 57.6 72.0 40.8 61.2 81.6 90.0 32.0 48.0 64.0 80.0 69.6 90.0 90.0 90.0 54.9 82.4 90.0 90.0 90.0 90.0 90.D 36' 144' 30.7 48.0 BL2 76.7 24.0 3fi.0 48.0 60.0 34.0 51.0 66.0 85.0 28.7 40.0 53.3 66.7 511.0 86.7 90.0 90.0 45.8 68.7 90.0 90.0 86.9 90.0 90.0 42" 26.3 39.4 52.4 65.7 20.6 30.9 41.1 51.4 29.1 4J.7 58.3 72.9 22.9 34.3 45.7 57.1 49.7 74.3 90.0 90.0 39.2 58.9 78.5 90.0 74 5 90.0 90.0 48' 23.0 34.5 45.9 57.5 - 27.0 36.0 45.0 25.5 38.3 51.0 63.8 20.0 30.0 40.0 50.0 43.5 65D 87.0 90.0 34.3 51.5 68.7 85.8 65.2 90.0 90.0 .-1 b 3" 3„ -_ 4" � ti TYP 4' .., _ TYP. �._TYP. A4,.04, C4 A5, B5. C5 ANCHORS TYPES; SEE SHEET 8 FOR DESCRIPTION •• ••• • • • • • •• A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • B4 = (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • C4 (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • • D4 = (4) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • • • B5 = (5) ANCHORS TYPE 'S' AT EACH SIDE OF JAMB AND MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A6 - (6) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • 000 • • • • • • • • • • • • B6 = (6) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION • • • • • • C6 - (6) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION • • • • • • • A7 = (7) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • • • • B7 - (7) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION • • • ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. HIM 3" 4' c ", TIP.. A6,134, C6 I.jf�fl 4" t- TYP ��:tf#flM.ff}}Its 6'� 0 3' TYP. A7. B7 ANCHORS +\+timid $:H1$F77j�i Fdo. 70582 _ y FL #27000 12-1-1 OA_0/1_1 A I m Z 4°°2 H r j �Se7 O (L OON� F�F �C1�n P IL OEM g Q C00 N z9 Q W Lq 4 p �=Lq 0f� OM Q WOIE i• - m VI o 3 Z � Z � w 0 0 M m a �UO�o yy11 J � o �31i_ Z Y yr lal o 0, co o a m D o a m.o a a S � 3 i drawing no. 18-46F sheet 5.2of 12 DOOR MULLION LOAD CAPACITY-PSF i JAMB 'JD2' JAMB 'JDI' JAMB 'JDI' JAMB 'JD3' JAMB 'JD3' SIDELITE FRAME MULL 'MDl' MULL 'MD2' MULL 'MD3' MULL 'MD4' WIDTH HEIGHT EXT. (+) EXT. (+) EXT. {+) EXT. (+) INCHES INCHES INT. (-) MIT. (-) INT. (-) INT. (-) 32 120.0 120.0 120.0 120.0 36 120.0 120.0 120.0 120.0 42 86-1/2 120.0 120.0 120.0 120.0 48 120.0 120.0 120.0 120.0 54 120.0 120.0 120.0 120.0 60 120.0 120.0 120.0 120.0 32 112.6 120.0 120.0 120.0 36 107.1 120.0 120.0 120.0 42 98-1/2 99.7 120.o 120,0 120.0 48 93.3 120.0 120.0 120.0 54 87.7 120,0 116.1 120.0 32 79,8 120.0 118.5 120.0 38 0-1/2 75.8 120.0 112.6 120.0 42 70.6 113.8 104.9 120.0 48 66.1 106.3 98.2 120.0 MR. GLASS_ 45 1/2- MAX. DOOR DOOR WIDTH SEPARATE APPROVAL 0 OR / � D' OR V a E yi % I x ` II O z \ O m 0 /• i \ it 0 43 3/4- � SIDELITE WIDTH MAX. INTERMEDIATE SEE CHART CL TO CL DIM. HORIZONTALS OPTIONAL 87 1/2- MAX DOOR WIDTH f '0 •- D OR j / 1 \ if V W I ii px Oz �O •i i II \ II I II / 11 : C 4 SIDELITE WIDTH 85 3/4- MAX. SEE CHART CL TO CL DIM. 12 13 6 _, 3A I 6 3A i 6 3A �sl 4- JAMB 'JDI' JAMB 'JD2' JAMB 'JD3' Ix IN-4 SI 6/-3 Ix Mt-4 S. IN-3 Ix 11 Sx IN-3 6.570 2.7226 10,6577 3.8057 . ALUMINUM 6,570 2.7226 STEEL 2.7506 1.2224 TOTAL 14.5467 rx N.IAI . e s,L X 29 DOOR MULLION LOAD CAPACITY-PSF JAMB 'JD2' IAMB 'JDl' JAMB 'JDI' IAMB 'JD3' JAMB 'JD3' SIDELITE FRAME MULL 'MDI'MULL 'MD2'MULL 'MD3'MULL 'MD4 WIDTH HEIGHT EXT, (+) EXT. (+) W. (+) EXI. (+) INCHES INCHES INT. (-) INT. (-} INT. (-) INT. (-) 32 90.0 90.0 90.0 90.0 36 90.0 90.0 90.0 90.0 42 98-1/2 90.0 90.0 90.0 90.0 48 90.0 90.0 90.0 90.0 54 87.7 1 90.0 90.0 90.0 32 79.0 90.0 90.0 90.0 38 110 1/2 75.8 90.0 90.0 9010 42 70.6 90.0 90.0 90.0 48 66.1 90.0 90.0 90.0 32 72.6 90.0 90.0 90.0 36 114 69.1 90.0 90.0 90.0 42 64.3 90.0 90.0 90.0 48 60.2 90.0 90.0 90,0 32 62.3 90.0 90.0 90.0 36 59.2 90.0 90.0 90.0 42 120 55.2 88.7 89.1 90.0 48 51.6 83.0 83.4 90.0 MR. GLASS 45 1/2" MAX. DOOR DOOR WIDTH SEE SEPARATE APPROVAL i D OR I p• OR � E ;r o T m ¢ \ g \ o g M� W Z m 05 n�.=' O a' O -Z m 0 W" 0t+o'i� (i Q? m 0 z � g 09.O��Np O'aUE N O " Q WOW N IL W '^ ' o g z I, u' 4 W el f F -:U m 0 v Z_ n' 3 r W 8 H O J U n w m t 43 3/4' + ''0 SIDELITE WIDTH MAX.-� SEE CHART ' CL TO CL DIM. � o' 12 13 13 5 - _ 3A - 5 3A 5 3A • • • • • • • • • 14 -• • * • ,• • a • • - • - 00 MULLION 'MDl' MULLION 'MD2' MULLION 'MD3' MULLION 'MD4' R IN"* IkOIN-3 10 004 * 0*3 • • • • ♦ ! Tx IN-4 Sx W 3 Ix IN-4 Sx MI-3 06.0195 2.0757 10.8072 4.41FM ALUMINUM • 6.7195 2.6757 .ALUMINUM 6.7195 2.6757 • • • ! • STEEI• • 2.7506 1.224 STEEL 3.7533 1.668 • • • • w • • ! • • •• •• 070741L • 14.6962 hmv +�S'L '�1� TOTAL 1J.604t NNAAi. h51L Ali • • • • • DOOR-WINDOWALL m o 0 TRANSITION MLLLION - �g u N0.70582 �_ 3 drawing no. 18-46F FL #27000 `7`/M 1�\` sheet 6 of 12 Sealed 04-20-18 • • • • • • • • • • DOOR MULLION LOAD CAPACITY PSF DOOR MULLION LOAD CAPACITY - PSF ... ....JAMB 'JD2' _._ _... ...._... _- JAMB 'JD2' JAMB 'JDI' JAMB 'JD1' JAMB 'JD3' JAMB 'JD3' JAMB 'JD1' JAMB JDI'UAMB 'JD3' JAMB 'JD3' NOMINAL DIMS. MULL 'MD1' MULL 'MD2' MULL 'MD3' MULL 'MD4' NOMINAL DIMS. MULL 'MD1' MULL 'MD2' MULL 'MD3' MULL 'MD4' WI01H (bl) -D'n (W2? 'R E tiEk:zt' EOCR NECHT EXT.(+) EXT.(+) O0.(+) E0.(+) MOTH (WI) WON (W2) MANE HEIGHT'. DOOR HECHT EXT.(+) EXT.(+) EXT.(+) EXT.(+) 9KNE5 - � E% INCHES INT.(-) Wi.(-) -(-) NT.(-) INCHES "DO INCHES : INCHES INT.(-) WT.(-) Nil(-) M.(-) 30 SOO 90.0 90.0 90.0 30 84.6 90.0 90.0 90.0 36,' 90.0 90.0 90.0 90.0 ':. 38 78.8 90.0 90.0 90.0 42 90.0 90.0 90'0 90.0 42 108 73.4 90.0 90.0 90.0 48 96 90 0 90.0 90.0 90.0 48 68.8 90.0 09.7 90.0 68.2 90.0 90.0 90.0 54 90.0 90.0 90.0 90.0 30 - 60 85.7 00.0 90.0 90.0 85-3/4 36 114 96 63.5 90.0 85.3 90.0 90.0 90.0 90.0 90.0 30 42 59.5 90.0 30.6 90.0 36 869 90.0 90.0 90.0 48 56.0 90.0 76.3 90.0 55.5 82.3 78.0 90.0 42 102 81.5 90.0 90.0 90.0 30 48 78.7 90.0 90.0 90.0 36 120 51.9 83.5 73.6 88.0 0.4 85-3/4 84 72.5 90o 89.0 90.0 1 42 4B.8 78.5 69.7 83.3 74.2 90.0 90.0 90.0 30 48 46.0 74.0 66.2 79.1 30 72.4 90.0 90.0 90.0 36 69.5 90.0 89.1 90.0 42 - 1 11.4 90.1 64.4 10.0 36 67.2 90.0 90.0 90.0 se 61.7 90.0 80.2 90.0 42 7/4 - 62.7 90.0 85.9 90.0 30 60.2. 90 0 81.7 90.0 85-3/4 48 - 102 58.8 90.0 Bill 90.0 59.0 90.0 82.6 90.0 36 114 56.6 90.0- 77.4 90.0 '� 30 42 1 53.3 85.8 73.4 87.8 36 120 55.0 88.4 77.7 90.0 48 50.5 81.2 69.1 83.5 42 51.5 82-8 73.3 87.7 49.7 80.0 71.9 85.9 30 48 48.4 77.8 69.4 J6 t20 _ 46.8 75.3 68.1 81.5 30 63.7 90.0 90.0 90.0 42 44.2 71.2 64.8 77.4 85-3/4 38 ;_ 120 110-1/2 59.0 90.0 85.7 90.0 48 41.9 67.5 61.7 73.8 42 48 55.0 51.5 88.4 52.8 80.4 75.7 90.0 90.0 30 90.0 90.0 90.0 90.0 , 36 904 90.0 90.0 90.0 42 102 86.6 90.0 90.0 90.0 48 81.2 90.0 90.0 90.0 54 - 76.5 90.0 90.0 90.0 79.3 90.0 90.0 90.0 36 74.0 90.0 90.0 90.0 42 10D 69.3 90.0 88.9 90.0 O 85-3/4 48 30 90 65.2 90.0 84.3 1 90.0 = 63.9 90.0 85.6 90.0 ! 38 114 59 9 90.0 80.8 90.0 u 42 ( 56.3 90.0 76.5 90.0 w 48 53.1 85.4 72.7 88.9 30 52.4 84.2 74.5 89.1 36 _ 120 49.2 79.1 70.5 84.3 42 % 46.3 74.5 66.9 80.0 48 43.8 70.5 63.8 7&1 72; (4 6 3A i .iiI I JAMB 'JDI' JAMB 'JD2' JAMB 'JD3' Ix IN-4 Sx IN-3 Ix IN-4 Sx IN-3 IX IN-4 Sx IN" 3 6570 - 2.7226 10.6577 3.8057 ALUMINUM 6.570 - 2.7226 STEEL 2.7506 1.2224 TOTAL 14.5467 N ALUN+N SR. X29 44 I a I I ! w O� q�w O t O O I?yW yNu`� 0tW O ry S Q 6I 3 4 m IN pp 2!y� M 3 j�mg . F w Z 'Z CD I 0 s yE 3 0 a O n Z - MR. GLASS DOOR & TRANSOM g SEE SEPARATE APPROVAL N 3<InW 6 I 11 I II pp $.V)�a. 0 Z > Y1 D OR 1 1 II .i \ II / it i � 0LJ n J li v US E 1 /1I1 I C) p It/ K °o -t 11 ¢ SIDEUTE WIDTH55 3/4' MAX V SEE CHART :12' 13 ;13 (W2) DOOR WIDTH (WI) 5 • • • •3A • • • • r. 5 • •'+ 3A 5, .3A • ••5 • • • •3q••• • • • iUL&r �DI' tIfL&N 41(,67} 000 MY.W* 'MD3' MULLION 'MD4' Ix•IN" Sx IN" [x �4 Sx •IN"S • • IS IN-4 Sx IN-3 Ix W4 Sx IN"'3 • 6.319! 2 f75 10.�j2 4.�.8 •ALL04INUM • 6.7195 2.6757 ALUMINUM 6.7195 2.6757 • • • • STRUT. • • • 2.7506 1.224 STEEL 3.7533 1.668 TOTAL• • 14.6962 TOTAL 17.6041 N-+1. SAX 2.9 bb ALM. k SIL X 29 • • • • • • • • • • • • • • • • • • • •• •• 0 • • •• •• 000 0 0 0 000 0 0 DOOR-WINDOWALL oa TRANSITION MILLION �'.c. \L�ti(irirrrJ7 qG.. 90.7092 9 drawing no. FI, #2/000 Sheet 6.lot12 DOOR MULLION READ ANCHOR LOAD CAPACITY - PSF DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSF %l MI AL DIM,. 'C4' 'C5' 'C6• NOMINAL DINS. 'C4' 'C5' b6' •�01H ,W�) 4'W6TM (W2) SA YE AICI COOK How EXT.(+)) EXT.((+JJ EXT.(+) WON III '.. WIDTH (Il :FRAME HOGHT OWR Hr EXT.(+)) EXf.((i) NCHES INCHES MCHES INCHES l lT.(-) INr.(-) NT.(-) INCHES INCHES INCHES IN IM.(-) NR.(-) 30 89.6 Sawa Sawa 30 792 90.0 00.0 36 05.0 90.0 Sawa 36 75.1 90.0 90.0 42 80.8 90.0 SOO 42 108 - 71.5 89.3 90.0 48 96 77.0 90.0 90.0 48 - 68.1 85.2 90.0 76.4 90.0 90.0 - 51 73.5 90.0 90.0 30 bu' J 70.4 88.0 90.0 85-3/4 36 114 96 72.4 90.0 90.0 _ 86.0 90.0 90.0 30 42 81 86.0 90.0 36 81.5 90.0 90.0 48 65.6 82.0 90.0 42 102 '', 77.4 90.0 90.0 30 73.8 Ell 90.0 48 73.8 90.0 90 0 36 120 69.9 57.4 90.0 65-3/4 54 84 70.4 81 90.0 42 ,. � 66.4 63.0 90.0 82.7 90.0 90.0 30 48 63.2 79.0 90.0 35 108 71 90.0 20.0 30 74.9 90.0 90.0 42 74.3 900 90.0 36 114 71.0 88.8 90.0 48 70.8 88.4 90.0 42 67.6 84.5 90.0 79.7 90.0 90.0 30 85-3/4 102 84.4 80.5 90.0 72.4 90.a 90.0 36 114 75.4 Sawa Sawa 30 ':' 42 71.5 89.4 90.0 36 j 120 68.6 85.7 90.0 48 68.0 85.0 90.0 42 65.2 81.5 90.0 30 699 Sawa Sawa 411 62.1 77.7 90.0 i6 120 72.8 90.0 90.0 - - ':; 30 it 88.0 90.0 4 68.9 86.1 90.0 85-3/4 38 : 120 110-1/2 68.8 83.5 90.0 462 65.6 87.8 90,0 42 48 6J.6 60.7 79.5 75.9 90.0 90.0 3084.1 90.0 90.0 36 79.7 90.0 90.0 42 102 I 75.8 90.0 90.0 48 723 90.0 90.0 54 69.1 86.4 Sawa 80.9 90.0 90.0 j 30 36 108 76.7 90.0 90.0 42 72.9 90.0 90.0 85-3/4 48 i 90 69.4 86.8 90.0 - 78.0 90.0 90.0 '.. 30 35 114 73.9 90.0 90.0 42 70.1 87.7 90.0 46 68.8 83.5 90.0 75.1 Sawa 90.0 30 - 36 120 71.T 89.1 90.0 42 67.8 84.5 Sol 48 64.3 80.4 90.0 r6" 3' TYP. TYP. r r TfP. 1 Ll_11 44-4- 1 1 1 1 1 1J-44-k- I I i C4 I' •• • • • • ••aCb,• •• ••• •• • • • •• ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION C4 = (4) ANCHORS WPE WoAdi EACH 40651 OlIl MULJC41 • • • C5 = (5) ANCHORS TYSE 'C'•AI EACH S,:E OF J)OR MUWOjJ• CB = (6) ANCHOR$ T:E :' AT EACH SIDE OF MOOR MILL(IION • ALL OTHER ANCHORS•TO BE ISPACED AS bER ELATION. • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MR. GLASS DOOR A TRANSOM q LL SEE SEPARATE APPROVAL eti Z. W---_ -. - -- -- D ORIM D' OR II II I li EV871! - _ _ W W = ✓ III! �1 p � _ WH m o Y r i r0 a. m pa '.. Q a1< h / 8 0 a to qqI a ? I it \ it I 11 n n o •d N �1rz�n Z•'- y LL Z NLL Hal Jz < 3 3 SIDflITE WIDTH 4 - a SEE CHART 85 3/4" MAX. -. -- - - z (W2) DOOR WIDTH (WI) s Z 5 � � I o z 3 $ 3 W O con m a co O N J O N$ tl r g 00LJ O J O W J IL _ C0 U N 3 TRANSITION MILLION ANCHORS Iu TYP `1�11i11i11I7j7 'C4' AT SILL. ALL CASES �`4®�°`g'•••4•'°'�%,d,�� . No.7D5S2 _ ��• -A F� drawings no. � FL #27000 f //1 j I t "N shoot 7 of 12 Sealed 04-20-18 9 J 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 'G . EDGE DIST_ IIL nR nn o EDGE GIST. , v TYPICAL ANCHORS SEE ELEV. FOR SPACING ley WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING TWO PIECE OR ONE PIECE HORIZONTAL INTERCHANGEABLE BETWEEN HEAD & SILL U � i m o rc 0 ti METAL STRI1rTURFS U TYPICAL ANCHORS: SEE ELEV. FOR SPACING �4 w tO' a TYPE 'A'— _ 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) m Z INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ° WITH 1-1/2" MIN. PENETRATION INTO WOOD Q Lu z N THRU 1BY WOOD BUCKS INTO CONCRETE IL' WITH 1-1/4" MIN. EMBED INTO CONCRETE C w C4 DIRECTLY INTO CONCRETE IL WITH 1-1/4" MIN. EMBED INTO CONIC. 0 U N r ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN, C ¢ i_.. INTO WOOD STRUCTURE = 1 MIN. —_ _._ _ __.. _. OO C .b _ cyp ONNm O tl TYPE 'B'- 1/4" DIA KWIK CON II BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) Q w O �u {Lz= INTO 26Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD 0 f J V m THRU IBY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE _ DIRECTLY INTO CONCRETE a Z m WITH 1-1/4" MIN. EMBED INTO CONIC. d m I ANCHOR EDGE DISTANCES (/1 0 INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. �. Z $ TYPE 'C'- 5/16" DIA ULTRACON BY 'ELCO(Fu=177 KSI, Fy-155 KSI) g w INTO 2BY WOOD BUCKS OR WOOD STRUCTURES In 6- WITH 1-1/2" MIN. PENETRATION INTO WOOD 0 V1 M THRU 1BY WOOD BUCKS INTO CONCRETE ro M m WITH 1-1/4" MIN. EMBED INTO CONCRETE 8 DIRECTLY INTO CONCRETE 3 v WITH 1-1/4- MIN. EMBED INTO CONIC. yy 0 o W n J v ANCHOR EDGE DISTANCES m 00 INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE - 1-1/4" MIN. _ TYPE 'D'- 1/4- DIA. TEKS OR SELF DRILLING SCREWS CT/S_T (GRADE 5 CRS) ' INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I'.o STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) - .y (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) '•o ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD SILL OR JAMBS f . 3000 PSI MIN c.o o 0 a y "\"^ iTn • • • • : : : C • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. r-- - - - • o of w"'� • • •• • • • • • c N vi i 40 • • • • • • • • • • SEALANTS; n ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF - S • • • lee * • JLA;10 BEAD TO FRAME SEALED WITH SILICONE SEALANT. .4 INTERIOR F*ISH•S • go • • V NOT BY WIN GI•SS* • • WO01BUCj(S kRD METAL STRUCTURES NOT BY E.S. WOW. . drowing no. ILLUSTRAT14 DOILY * • IMUST*9UPPORi LQADS NOSED BY GLAZING SYSTEM AND $-46F • • • TRANSFER THEM•TO THE BUILDING STRUCTURE. FL #27000 sheet $ of 12 Sealed 04-20-18 ••• • • • • ••• • 0 Go • • ••• • 0 iBY WOOD BUCKS 3/8' MAX. _ SHIM SPACE SEE ELEV. FOR SPACING I' G p ; W u _ a ° a 6 3 D.L. OPG. f JAMB ANCHORS ANCHORED JAMBS OPTIONAL DO NOT REQUIRE REINFORCING SEE ELEVATIONS FOR SPACING UNANCHORED JAMBS MAY REQUIRE REINFORCING SEE CHARTS r-., ALUM REINF. 04P SEE SHEETS 3 & 4 1-1/✓3" MAX. FOR FOR CAPACITY 1/4' MIN, A > e I I 1111 II II II II II 4 II II II II III 1� J L__ D.L. GPG. FINISHES ----- ------ NOT BY MR. GLASS ILLUSTRATIVE ONLY WITHOUT REINF. EJ SEE SHEETS 3 & 4 FOR CAPACITY D.L. OPG. EXTERIOR FRAME WIDTH 1/4" DAA BOLTS MATH NUTS AT 6" FROM ENDS AND 18-1/2' O.C. MAX. ALUM REINF, SEE SHEETS 3 & 4 �.l FOR CAPACITY �I I I • • • • • • (I • •• • • • 4b.L. OFQ • • • • • ••• • • • • • • D.l OPG. • • • • • ••• ••• Goo 3/8' MAX. SHIM SPACE SEE ELEV. FOR SPACING JAMB ANCHORS , .OPTIONAL SEE ELEVATIONS FOR SPACING �y N 0 a �s n U MAX. SHIMHIM SPACE LL SEE ELEV. v FOR SPACING i m fY o O METAL STRUCTURES K c ? N O Oaoo��"p .— o W > LL y LLZof^ fCa Z — Z m 0 o JAMB ANCHORS OPTIONAL O N Z SEE ELEVATIONS FOR SPACING 3=. 3 O�Mm W o tn3�~ STEEL REINF. iE SEE SHEETS 3 & 4 Uv w n \. FOR rAPACITY N Jp N � 00 F O •a iL n • w v 00 a b 5 ;.{�.•' A; r '•�' drawing no. 18-46F FL #27000 �l i i 010, sheet 9 of 12 • • • • • • • • • • 5@81EO U4-'LU-1 tf • • • • • • • • • • ••• • • • •• •• F it F.B.C. APPROVED I -- --- a LARGE MISSILE IMPACT RESISTANT �-i� Z TRANSOM II i QE xN �n ,I a e OW{Dy�W. d _ _ _ _ _ ANCHORS TYPE C. ANCHORS TYPE 'C' p d! -SEE SHEET 7 SEE SHEET 7 Q. u1 yl O i FOR CAPACITY FOR CAPACITY Q lu j Tri. Q.L. OPG. D.L OPG. Q w S F WITHOUT REINF. `_-----------a �� ALUM REINF. a SEE SEPARATE APPROVAL FOR DESIGN LOAD SEE SHEETS 6 & fi.t G SEE SHEETS 6 & 6.1 CAPACITY OF DOORS AND DOOR ANCHORS. FOR CAPACITY /�� L.J FOR CAPACITY I LOWER VALUES FROM DOORS APPROVAL ? ------- ----------� —_ - ---+ -- ----------- OR STOREFRONT SYSTEM CAPACITY CHARTS W v) o / F.B.C. APPROVED F.B.C. APPROVEDQ WILL APPLY TO ENTIRE SYSTEM. n LARGE MISSILE IMPACT RESISTANT DOOR LARGE MISSILE IMPACT RESISTANT DOOR 0 �.; '�------T L --- --i� _ L-------------- rif �i I-�i______-_________7 L ----- -- M N ----------n t�_f I ------ - _n S `mot I 4 0� I JI I Illi-1-i----i I yf-�-'J,'----i v1 IJi +^. - - r j -T Lr Il---=d _ _ r iT 1171pa�w__ _�Z n l` 0 It �1- 1 1' `=�I �I - z D.'Nco W ...i- ! L . I I k�1-----_--__-�� JI% L I L�"-----------L ------------------__a _____ -- - ---- D.L. OPG. T/ LEAF WIDTH ' D.L. OPG. ni% ` LEAF WIDTH ' G STEEL RdNF. ------------ STEEL REINF. `------------� SEE SHEETS 6 & 6.1 ! SEE SHEETS 6 & 6.1 , o FOR CAPACITY �' G ,_FOR CAPACITY --= 13 rv_ 1 I 1 it F.B.C. APPROVED F.B.C. APPROVED ..°. LARGE MISSILE IMPACT RESISTAM DOOR LARGE MISSILE IMPACT RESISTANT DOOR I "' - U L--------j ------------ ------- I • T • • • • • '* �' s ! L -- I 1+i l'r -_. I IL tifi ` IE �I -ir- jji_---� r_ 1 p Id .. i� I�r,€-- s�.y ••: t►-•-'_•-• ___'•'-i• jl 1 .� `- ]Y��;J • • lIi �I L,Il •...* •• • • • • 1� iI ['mod )l -'I�-----''_ -� Nk-.L___----_--_U L� _jl i • • • •• •• i- I1- ----------- L� LEI -t___�I drawing no. �sg. •." ---------------- -- -' --•--- • • --•♦ ---------------_. A OF ----------- D.L oPc. I LEAF WIDTH D.L. OPG. 14 LEAF WIDTH FL #27000 //''�i} I1A till, sheet 10 of12 ^�-4.968 gf 1.750 2.750 I 078 ILS` TYP. 3,964 HOLLOW FRAME 4.968 -- 3.750 r 1 1.750 2.750 —1 .078 TYP. - 3.984 - 8 OPEN BACK FRAME HEAD/SILL 4.968 3.750 i 1.750 078 TYP - 3.984 2 1-J INTERMEDIATE HORIZONTAL 1.786 062 TYP. 1 117 1 �� I `"', -1 °J GLASS STOP I -1.750 q 188 r 125 1YP4.000 5.000 3.750 2.750 0 FRAME JAMB/MULLION 094 TYP- 3.368 3.736 I L� F -1.578 ® MULLION SNAP -IN MATE y -578 • • 3.736 094 k1 TYP. • •Jt29• • • l l SHEAR CLIP 1 ES8005 AS RECD. HOLLOW FRAME HEAD/SILL 6005-T5 - 1A E58007 AS REQD OPEN HOCK FRAME HEAD/SILL 6063-T6 - 7 ES8004 AS, RF-110. INTERMEDIATE HORIZONTAL. 6063-TB - 3 ES8001 AS REQD. FRAME JAMB/MULLION 6OO5-T5 _ - 3A - AS REQD. DOOR MU_L.ON fi0Q5-T5 - 4 ES8006 AS REQD. GLASS STOP 6063-T5 - 5 E58002 AS REQD, MULLION SNAP -IN MATE 6005-T5 - 6 ES8003 AS REQD, SHEAR CLIP 6005-T5 - 7 - AS REDO. INTERIOR BULB GASKET VINYL - 8 ESS009 AS REQD SPACER/SILICONE STOP VINYL 8A, ES-8011A AS REQD. BUTTON BUMPER SILICONE 'DUROMETER 85+5 SHORF A 9 10 1 { 2/ UTE 3/16- X 1/2' X 2- LONG SETTING BLOCK, AT 1/4' POINTS EPDM {DUROMETER 85±5 SHORE A 11 #12 X 1 1/2'',4/ CORNER ASSEMBLY SCREWS PHSMS STEEL M - 12 - AS REQD ; M'J- LION STIFFENER 6005-T5 - '3 AS REQD. ML'_ION REINFORCING CHANNEL STEEL - 14 - 1 AS REQD. MU.�ION REINFORCING BAR STEEL - 1.750- I i 125 �. TYP I 5.000 3.750 .206 \J DOOR MULLION 1.000 h I 18A li i •• • • •• •STEEL REIP$FORCIN6 36 KSI MIN. • • • • • • • • • • • • • • • • -Y CY 4721 .253 T 4.534 .124 12) STIFFENER fQ 4. t•1 �. 4 a Z m m w M ~ N x Il CO n a <� C G 0 vo) g G'0¢" c a 0 LL Z 0 m a Z�� w � m �ZL'N 1 0O n Z oM � 3 Lo D 3 0�� . M N pp N (, W Q N W J ]lo n m 0 cIm a 1 ``�111�f 1-! rrlll No.70692 �''� ` FL #27000 'addS1.4 sheet 11 at 12 � 3 I v I. III II 11 it I � � I I I I II I I II I 5/8' X 1/8' ALUM PLATE BENT TO MATCH JOINT SECURED WITH #8 SMS - (3) PER SIDE OF JOINT • ALUM ANGLE BENT TO MATCH JOINT SECURED WITH g8 SMS ` u' W� i i (3) PER SIDE OF JOINT CIRCULAR OR ANGLED CORNERS -- I #12 X 1/2' ' FH SMS i #12 X 1" /' PH SMS • • / �` • • R• • • • • • • • • ECi,_Op §_(JP' FEZ` • • DOOR MULLION CORNER • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t g ft is a I Z h r Qs 111 �m ` O W N ^ C;r N IX OGv'� cr 2. g' i Da.0o A m 62� N QWZLL_m IS \ W m ! F / ~ z 3 z � 3 a'I-tD a o�nN' OD � o o V) a z�'. � C) s SNOW .�. I ' 0 `i. 'N m HORIZONTAL CORNER 0 m - D `�$: • Leo=;yse •'�t� R � No, 70%2 - ;� •'•, +a drawing no. • l �e .AT CIF R1oR.•.,� 18-46F FL #27000 '+r, o¢�t rt�. sheet 12 of 12 nrllnl+ 11/24/2020 Florida Building Code Online BCIS Home ! Log In User Registration Hot Topics Submit Surcharge Stats & Facts `, Publications `. Contact Us % BCIS Site Map Links Search b a loft Product Approval IV_ I r 0 USER: Public User Product Aooroval Menu > Product or Aonlication Search > Aoolication List > Application Detail FL # FL22380-R2 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com • Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing • • • • • • National Accreditation & Management institute National Accreditation & Management Immtutee Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 12/02/2017 12/04/2017 • •••••• • Year 1994 1994 1994 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPJlVXwR83FTAi0%2f3L54vU4LOOlpWmJ5S9A%3d%3d 1/2 11/24/2020 Florida Building Code Online Date Approved 12/06/2017 Date Revised 11/05/2020 Summary of Products FL # IModel, Number or Name Description 22380.1 Stormguard Fiberglass Side -Hinged 6'-8" Impact Glazed I/S or O/S Single or Double Door w/ or Door w/Trilennium Multipoint w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL22380 R2 C CAC NI007077.06-R3.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22380 R2 II FL0185.pd Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO185 for FL22380 R2 AE 514008A.pd details. FL22380 R2 AE 514012A.pd-f Created by Independent Third Party: Yes 22380.2 Stormguard Fiberglass Side -Hinged 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Door w/Trilennium Multipoint Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL22380 R2 C CAC NI007077.05-R3.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +43/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22380 R2 II FL0186.Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO186 for FL22380 R2 AE 514007A.12df details. FL22380 R2 AE 514011A.pd Created by Independent Third Party: Yes 22380.3 Stormguard Fiberglass Side -Hinged 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Door w/Trilennium Multipoint Sidelites • • Limits of Use Certification Agency Certificate' • • • • • • • • Approved for use in HVHZ: Yes FL22380 R2 C CAC NI007037.0513.Ddf • a , • • Approved for use outside HVHZ: Yes Quality Assurance Contraeblilifp1ration Qath•• • • Impact Resistant: Yes ••••• 12/31/2020• • • � ,'� • � Design Pressure: +45/-45 Installation Instructions ' La : Other: Evaluated for use in locations adhering to the Florida FL22380 R2 II F18• 4 • • L06.odf ' • : ` ; Building Code, including the High Velocity Hurricane Zone, and 00 Verified By: National Accrediftfien & Managemen11nstitutg, • • where pressure requirements do not exceed the design Created by Independent Thk4.Pai,-ty: • • 4 pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports • • • • • • • • 0 • ` • • protective system is NOT required. See DWG-MA-FLO186 for • FL22380 R2 AE 514007A.p ` • • • • details. F122380 R2 AE 514011A a*;•: • • • • • Created by Independent TFflrd Party: Yes • •so • • •• • •••• •••••• • • k�-Nx=,xa 7 000000 Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CQpyngh 2007-2013 State of Florida.:: Privacy Statement :: Accessibilay Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs3M6m9a/o2f(8XPJlVXwR83FTAiOa/*2f3L54vU4LOOlpWmJ5S9A%3d%3d 2/2 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: 1955 Powis Road Certification Date: West Chicago, IL 60185 Expiration Date: Revision Date: NI007077.06-R3 05/04/2017 12/31/2020 09/27/2017 qqw Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites Endura Trilennium Multipoint Hardware (w/Wood Frame or Worldwide Composite Frame' unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listine at www.Namicertification.com. NAMI's Certification Proaram is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X US Glazed 3'0" x 6'8" +501-50 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0185-17/W-1807 X O/S Glazed 3'0" x 6'8" +501-50 3.75 psf'/6.0 psf2 Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single 8.25 psf'/9.0 psf' Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-171,0185-17/W-1807/W-1835 XX US Glazed 6'0" x 6'8" +501-50 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0185-17/W-1807 XX O/S Glazed 6'0" x 6'8" +501-50 3.75 psf'/6.0 psf' Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double 8.25 psf'/8.25 psf' Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0185-17/W-1807/W-1835 XO/OX VS Glazed Door 6'0" x 6'8" +501-50 0 psf Door -Yes NCTLr210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0185-17/W-1807 XO/OX O/S Glazed Door 6'0" x 6'8" +50/-50 3.75 psf'/6.0 psf 2 Door -Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf'/9.0 psf 5 Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0185-17/W-1807/W-1835 OXO US Glazed Door 910" x 6'8" +501-50 0 psf Door -Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0185-17/W-1807 OXO O/S Glazed Door 910" x 6'8" +50/-50 3.75 psf'/6.0 psf 2 Door -Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites 8.25 psf'/9.0 psf' Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0185-17/W-1807/W-1835 OXXO US Glazed Doors • 1 4 6;8'; 6501 io, 0 psf Door -Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites •. • • • • • • • • . Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" • • • • • • • •. • Anchor Details-MA-FL0185-17/W-1807 OXXO O/S Glazed Doors • •12'4 •:t 6'9'y • 50;-.5 3.75 psf'/6.0 psf2 Door -Yes NCTL 210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites 8.25 psf'/8.25 psf' Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0185-17/W-1807/W-1835 1-Denotes Bumper Outswing Threshold Design 2 -Denotes Z-Series 0utsw1wj Thr•shold Dgpl" 3 &Votes EUjk Dam Outswing Threshold Design 4-W-1815 5-Denotes Worldwide Pro T4 Threshold National Accreditation & Monagement Institute, Inc..IWZeorge Washington Memorial Highway/Hayes, VA 23072 • Tet:.(80:4 6-845124 f ax: (804) 684-5122 NAjV�4ir UORIZED SIGNATURE: . ..0 ... . .. .. . . . .. .. Ln a Do MASONITE 8 o 0 Cp STORMGUARD FIBERGLASS WITH TRILENNIUM MULTIPOINT ¢ O 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES a ` GENERAL NOTES �$ 0 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Mc c) Q THE FLORIDA BUILDING CODE AND WHERE PRESSURE CL U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, W L17 U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. I= L1] 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF QZQ A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. O 4. PLASTICS TESTING: to TEST DESCRIPTION DESIGNATION FACING LITE FRAME a 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): ?o TEST DESCRIPTION DESIGNATION RESULT N 0 0 • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING DOUBLE DOOR UNIT W,/SIDELITES Q. 0 4500 HOURS XENON ARC METHOD 1 to } -- ti m W Z j O Ln SINGLE DOOR UMT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT w/SIDELITES DOUBLE DOOR UNIT WJSIDELITES WITH SIDELRE WRH SIDELRE w 0 04 aZ 42617 �% sc�Lc: N.T.S. • ••• ••• ••• ••• ••• aw.4+: SWS TABLE OF CONTENTS • • • • i Add•dmMENM • • • • • CMc. BY: SHEET / DESCRIPTION • • • • • i • i • • • • KURT BALTHAZOR 1 TYPICAL ELEVATIONS & GENERAL NOTES • • • e • • • • FLORIDA P.E. DWC-6IA-FLD185-17 2 ANCHORING LOCATIONS & DETAILS 1 /56533 3 ANCHORING LOCATIONS & DETAILS sratT oFy3 SELF IGNfItON TEMP ASiM D1929 752 'F > 650 'F 642 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN SMOKE DENSITY ASTM 02843 53.496 70.27C TENSILE STRENGTH- ASTM 0638 3.25 DIFF 1.85 DIFF SELF IGNITION TEMP ASTM 01929 779 'F > 650 'F RATE OF BURNING ASTM D635 0.0 IN MIN SMOKE DENSITY ASTM D2643 39.OX TENSILE STRENGTH- ASTM 0636 3.6A DIFF ---- 149' MAX. OVERALL FRAME WIDTH - 2 T " MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. W/ASTRAGAL FRAME WIDTH m O W 17 O DESIGN PRESSURE RATING • WHERE WATER INFILTRATION PERFORMANCE IS • • • •• REQUIRED TO BE 1515 OF DESIGN PRESSURE ON IG MAX WIDTH INSWING IN(t t • W N BUM ER 0 Z-S RIES 0 S 4 0 S HIGH AM 0 X 3 .5 +50.0 -50. +50. 0. • •N •• .0 -25.0 +40.0 -40.0 +5 - 0.0 +50.0 -50.0 XX 74 + 0.0 -5 + N • .0 - 5.0 +40.0 -40.0 + 0.0 + 0.0 .0 OX or XO 75 +50.0 -50.0 +50. N .0 -25.0 �+2 +40.0 -40.0 + .0+50.0 -50.0 0 112. + 0..0 N A .0 -2+40.0 -40.++.0.0OXXO 149 +.0-00+5.. -2 .0 + -40. + .0 .0 +50.0 ••• • • • • ••• • • • • • • • • • • • • • ••• •• • •• • • • •• •• • • ••• • • 3- - SEE DETAIL "C" 3" -• 6" 3" SEE DETAIL .E. 3' 3" 3" 6' 3" 31 I I l I 6" I I I 6' 3• io W �J J _ B a OB A � W w B O � - 6' 6" 3" a io I l 6" l y 6. - 3" 3" 11 3" 13" 3"3" 6" I 6" i0 N C < W YL SEE DETAIL 1n -D' JJ Q d W �Z-T w a G N I i0 SEE DETAIL #8 x 2" #8 x 2" #10 x 5/8" #10 x 5/8" #8 x 2" #10 x 1" DETAIL "E" ASTRAGAL #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT #10 x 1" STRIKE PLATE TO FRAME #10 x 5/8" AS SHOWN. DETAIL "C" DETAIL "D" 1 0.952"l • 41Zti HFJT gRENG4iE • DECORATIVE INSERT •0.�0• SAFL�I (IIOA tLo-_14�ot1 t) • • (OPT 12'r TEMP. 7.375" • • o.t�{4 1 1{il�w ^W�s�r� —..24" tEMP. T T ...... INSWING THRESHOLD BUMPER O/STHRESHOLD " ' • • • • . . 1/2_ BITE i 1 1 ..D.W • • :: DOW 995 1.482" 1.75" 1.047" 1.437' •T ff��7m T T i • •:` • • ' 'OREFwR TYPICAL GLAZING DETAIL Z-SERIES OjS THRESHOLD HIGH DAM O/S THRESHOLD T4 O/S THRESHOLQ IMPACT RATED GLASS 6- 'EE DETAIL C. 6- ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL AddBdunl b NAk1 C�ItaYmtb.: A6a��9ic 0.124' HEAT STRENGTHENED DECORATIVE INSERT O.D9o" SAFLEX (NOA 15-1201.11) (OPTIONAL) 0.124' HEAT STRENGTHENED _ - .0124" TEMP. 1/2- BITE DOW 995 :• DOW 995 EXTERIOR ---Tr- INTERIOR ALTERNATE GLAZING DETAIL IMPACT RATED GLASS — N.T.S. Dwc. er: SWS a4t. Br: L'i� SEE DETAIL "C" SHT. 2 M&" to NMI Ce�lanI o., N6YMw Br DO ' ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOAAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE DISTANCE MIN 1/2". 3' { m 0 n N w a [J a SEE DETAIL N "D" SHT. 2 JJ Q 0 w I w 0 a G { 3• HARDWARF SCHFDULF 1. ENDURA TRILENNIUM 3000 SERIES OR 3070 SERIES MULTIPOINT HARDWARE FACTORY INSTALLED. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1MIN M ° - R SHIM 1.25" ° CL —) �— MIN ' — MAX SHIM TYPICAL MASONRY a —� �` " ANCHOR INSTALLATION •• ••• • • • • • •• 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO • • • • e,+: • 1X BUCK MASONRY ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFA81F. •�1 !• • -' ' •i ANCHOR INSTALLATION 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM' • • * 0 M ' • • o • .MAX 25" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL,� �� MINIMUM EMBEDMENT OF 1-1/4". • ••• ••• ••• •:• • 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY 1� : e• • • TRANSFER LOADS TO STRUCTURE. ••• ••• :*TYPOOCAL W54 BUCK 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1'X1/2' CORRUGATED #10X2" WOOD SCREW 3" FROM EACH END 6" FROM EACH END AND 7" OC AND 12' OC I ALCARY XIC CAULK AL ERC I CAULK CL I COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) (3) ND SCREWSw EACH END • INTEGRAL WOOD MULLION (CHS) (4WO6D SCR1 2' EACH END A INTEGRAL WW MULLION (CHS) w- sale N.T.S. o`ro. er: sws cwc er: I•A L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514008A 434-688-0609 Date: 10/10/2017 rllomasairlomasoe.com Test Report: N/A Product: Double Door with and without sidelites 12'x6'8" (wood frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 6 w/our gap: a. With threads present in shear plain Fastener type: #10 wood screw (NO5 2012, NOS 2015, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t,= 1.000 in Main member thickness: t = 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F• = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1• = 1.140 in Mode I., Mode I, Mode II Mode III,,, Mode III. Mode IV qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko = 2.400 Ko = 2.400 C:-427.674 C:-253.623 C: -267.699 C: -93.6 Za= 302 Ibs Z,= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs Ko = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Kb = 2.400 Ko = 2.400 Ko = 2.400 Duration Factor: Cb = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCb): Z'= 175 Ibs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 Substrate: Hollow block adge distance IbV (1) 2.00 4.00 2.00 130 161 4.00 163 202 Minimum embedment: 1.25 in Actual edge distance: 2.50 in Actual C To C spacing: 3.00 in • • • Allowable Design Value: Z"= 155 Ibs/anchor (per Interpolation when needed) • • • Fastener type: #10 Talk screw • • • Substrate: 18 &A, Steel • • • • • • Tabulated design value: Z= 1266 Ibs • • • • Safety factor: Fs= 4 • 00000 Allowable Design Value (ZFO: Z'= 316 Ibs/anchor • • • • • • Minimum anchor capacity: 155 Ibs/anchor **'a*' Note: Anchors with the least capacity /s used for calculations to qualify anchors with higher capacity. Anchor calculatons, minimum reauired anchors 36.38 3636.38r MAIA1 I I 79.25 L 72.75 37.50 36.38 36.38 37.50 �Y Y_ Y_ Y_ 79.25 Al A4 A4 Al 147.75 1 of 4 Design pressure: 60.0 psf Zone Area (ft2) Load (Ibs) Ld. (in) Max. O.C. (in) Anchor Result Cap. (Ibs)Qty Load (Ibs) Al 2.3 138 N/A N/A 155 1 138 OK A2 7.7 463 6.00 21.00 155 5 93 OK A3 7.7 463 N/A N/A 155 3 154 OK Design pressure: 60.0 psf Zone Area z (ft) Load (Ibs) Ind. (in) Max' O.C. (in) Anchor Result Cap. (Ibs) Qty load (Ibs) A, 2.4 146 N/A N/A 155 1 146 OK AZ 7.9 473 6.00 21.00 155 5 95 OK A3 7.8 468 N/A N/A 155 4 117 OK A4 2.3 138 N/A N/A 155 1 136 OK AS 7.7 463 N/A N/A 155 3 154 OK • • • • • a • • • • • a a •a••• • • •aaa• •••••• • • • • • •• • • •••a • • • • •••a CP *• 0 51 • • a too • TAT 4F •k, Z ORIOP Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Longs P. E. 1432 Woodford Rd. Manufacturer: Masonite LewkRWO, NC 27023 Report #: 514008A 434-688-0609 Date: 10/10/2017 dlomas(Wrlomasoe.com Anchor Locations: Double door 36.38 36.38 6.00 TYP. 6.00 TYP. 18.19 TYR 3.00 TYP. 6.00 18" MAX O.C. 79.25 i 6.00 2 of 4 •••••• • •• •••••• • •••••• • • ••••• •• •• • •••••• • • • •• • •••••• \````S RI I ! 1%�i/`r `�`�... N *• 0 61 • STATE OF •�'�F•:;�OR10P• • ONAL,E��`�� lilll Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Longs P. E. 1432 Woodford Rd. Manufacturer: Masonite LewisviNe, NC 27023 Report #: 514008A 434-688-0609 Date: 10/10/2017 rllomasAirlomasoe.com Double door with sidelites 6.00 TYP. 37.50 18.75 TYP. 6.00 TYP. 3.00 TYP. 36.38 18.19 TYR 36.38 37.50 6.00 I 18' MAX O.C. 9.25 • •••••• • • • 6.00 • • •••• • ••••• % 3 of 4 • 04l err • OF 04 4-TAT •,•ram ONAL,E��`� Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. 'Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008A 434-688-0609 Date: 10/10/2017 rllomasalrlomasoe.com Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. • • • : • 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. • • • • • • • 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH • • • • : • • • • • FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. • • •••••• • •• •••••• ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER • • STRUCTURAL SUBSTRATE MATERIAL. ••••�� • 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO • • •' • • •. • • • • MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH • • • • • • • • • • • FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED • • •. • • • • • •: • • INSTALLATION INSTRUCTIONS. • • • • • • •' • • • • • . • • 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED • COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE • • i i • • ARCHITECT OR ENGINEER OF RECORD. • • ' • • • • • • • 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS • • • • • • • PROVIDED. ' • • • • • • • 4of4 R.• L 0 • TAT 4F 4rcv` /0.c►�ir (0ROft #'Nlklzz. s�ONAt,E0��`� Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lonws P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisvflle, NC 27023 Report #: 514012A 434-688-0609 Date: 10/10/2017 rllomasairlomasoe.com Test Report: N/A Product: Double Door with and without sidelites 12'x6'8" (composite frame) Scone: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 8 w/out gap: a. With threads present in shear plane Fastener type. #10 wood screw (NOS 2012, NDS 2015, TR12) Nominal diameter: 0: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fp = 80,000 psi Side member: PVC Main member: Spruce -Pine -Fir (G=0.42) Side member thickness: t, = 1,000 in Main member thickness: t = 1.500 in Side member dowel bearing strength: F. = 10,000 psi Main member dowel bearing strength: F,,,, = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1 = 1.140 in Mode I,,, Mode I, Mode II Mode III,,, Mode III, Mode IV qm = 636.5 Ibs/in qs = 1900 Ibs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105 P = 725.61 Ibs P = 1900 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko = 2.400 Ko = 2.400 C:-681.799 C:-253.623 C: -521.824 C: -93.6 Z„= 302 Ibs Z,= 792 Ibs P = 510 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs Ko = 2.400 P = 324 Ibs P = 529 Ibs P = • 29% Ibs Min. Design value: Z= 125 Ibs Z= 212 Ibs K. = 2.400 Ko = 2.400 • • Ko = •2!4W • Duration Factor: Co = 1.6 Z= 135 Ibs Z= 221 Ib! • • • Z= • 12%Ibs Allowable Design Value (ZC�: Z'= 199 Ibs/anchor • • • • Fastener type: 1/4 ITW Tapeon Tabulated values • • N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2.50 in edge distance spacing (in) 27 4.00 2.00 13 1161 4.00 163 202 •••• • - • • •••••• Actual C To C spacing: 3.00 in • • • • Allowable Design Value: Z..= 155 Ibs/anchor (per interpolation when needed) • • • • • • Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual, sectiogJ.5.5) • Nominal screw diameter: D: 0,190 in Screw root area: Ar 0.0151 y2 Actual edge distance: de: 1.085 in Screw shear ultimate strength: F- • g4.& Isy Per table J3.2 of 2010 Steel Construction Manual 14th Edition • • • •• • •• •a• Side member material: Vinyl PVC Main member material: 6063-T5 aluminum Thickness: tj 1.000 in Thickness: t2 0.052 in Ultimate tensile strength: Ff., 14 ksi Ultimate tensile strength: Ft 2 22 ksi Nominal strength per bearing (side member): Rn = 20t,Fwf Rn1= 5320 Ibs (Eq J.5-12) Nominal strength per bearing (main member): Rn = 2Dt2Fe 2 Rn2 = 435 Ibs (Eq J.5-12) Nominal strength per tilting: Rn = 4.2(t23D)v2Ft"2 Rn = 478 Ibs (Eq J.5-13) Nominal screw shear strength: Rn = ArF,,,/1.25 Rn = 654 Ibs (Eq J.5-14) Safety factor: n = 3 Allowable shear and bearing capacity: Pr 145 lbs/anehor Fastener type: #10 Self tapping screw (Calculations per AISI-5100-12, sections A2.3.2 and E4.3.1) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,,, 54.0 ksi Screw root area: Ar 0.0151 in' Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: Metal framing Thickness: to 1.000 in Ultimate tensile strength: F", 14 ksi Thickness: t2 Ultimate tensile strength: F 2 O.C'" ' Nominal strength per tilting: Rn = 4.2(t23D)V2F"2 Rn = 1001 Ibs (Eq E4.3.1-1) \`��l R . C / 0'al� Nominal bearing Rn 2.7DteF,s Ibs E4.3.1-2 • • strength per (side member): = Nominal strength bearing (main member): Rn = 2.7D1zF"2 Rnl = Rn2 = 7182 (Eq and -4) 1280 Ibs (Eq E4.3.1-3 -5) ��JXS •r' •��\j E N -, per and `�► �/ 49 (P j • + r Nominal screw shear strength: Rn = A,F,,,/1.25 Rn = 654 Ibs Safety factor: 0 = 3 * • 6 ' * "' Allowable shear and bearing capacity: P. 218 Ibs/anciar • • t'�� Minimum anchor capacity: 145 Ibs anchora,TAT i' • 0 F + �� ` Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity. �►~ •+ • • • ,• lliilll 1 of 4 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 C Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite t_ewisville, NC 27023 Report #: 514012A 434-688.0609 Date: 10/10/2017 r1lomas(c4lrlomasoe.com Anchor calculations, minimum required anchors 36.38 36.38 Design pressure: 60.0 psf Ai nzY Ynz 79.25 AI 72.75 zone Area (ft=) Load abs) Dd. (in) Mox. .0 Anchor (Ibs) QtY (- Load dResult bs Al 2.3 138 N/A N/A 145 1 138 OK Az 7.7 463 6.00 21.00 145 5 93 OK A3 7.7 463 N/A N/A 145 4 116 OK 37.50 36.38 36,38 37.50 Al A2Y Y_ Y_ 79.25 Al A4 Al 147.75 Anchor Locations: Design wressure: 60.0 osf Zone Area (ft2) load abs) Ind. (in) max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load (Ibs) Al 2.4 146 N/A N/A 145 2 73 OK AZ 7.9 473 6.00 21.00 145 5 95 OK A3 7.8 468 N/A N/A 1 145 4 117 OK A4 2.3 1 138 N/A N/A 145 1 138 OK As 7.7 1 463 N/A N/A 145 4 116 OK Double door 36.38 36.38 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP. 1 6.00 18" MAX O.C. i 79.25 6.00 2of4 •••••• • •• •••••• • *Soo •••• • • • • Y . •••••• • • • • • • • • • • • • • • • •••••• •• •• • •••••• • ••••••• • • • e • • • •• • •••••• • • • •• • • 0000 ♦,\N`\51 R i !t 0 / //, ••••.'tf,91i *40 51 • TAT OF • �� F•. �0RIO " ♦�♦♦ ONAtiE ��♦ ! 1111 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. 'Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514012A 434-688-0609 Date: 10/10/2017 rllomas(EDIrlomasoe.com Double door with sidelites 6.00 TVP. 37.50 � 8.75 TYP. 6.00 TVP. 3.00 TYP. 36.3a 18.191YP. 36.38 37.50 6.00 1v MAX O.C. 9.25 •••••• • • 69 • • • • 6.00 •••• • • •• • • • 3 of 4 Zz • •STATE 4F i0. s�ONA�,E?��`� Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L ` Roberto Lonws P.E. 1432Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514012A 434-688-0609 Date: 10/10/2017 rilomasairlomasoe.com Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 112" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. • • • i • 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. • • • • • • • • • • 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH • • i • • • • FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. • •••••• • • • • • •••••• ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER • STRUCTURAL SUBSTRATE MATERIAL. •••••• • 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO • • • • • • • MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH • • • • • • • • • • 0 FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED • • • • • • • • • •: • • INSTALLATION INSTRUCTIONS. • • • • • • • • • • • • • • • • 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED • COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE • • • • ARCHITECT OR ENGINEER OF RECORD. • • • • • • • • • • • • 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS • • • • • • • PROVIDED. • • • • • •••• 4 of 4 \11111f1/// ��\C, P. C 0�,(ii ��"9`r��' *• �61 •yt= r TAT OF • O�.• : �� E►s, . Z OR10P�� Luis R. Lomas P.E. FL No.: 62514 10/10/2017