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WS-18-3735i `� wSi83735 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-12-18-3735 Permit Type: Windows/Shutters I_) Work, Classification: Window/Door Replacement Permit status: Approved Issue Date:12/20/208 1 Expiration: 06/18/2019 Location Address Parcel Number 265 NW 91ST ST, Miami Shores, FL 33150 1131010331320 Contacts JACOB & SHARON BICHACHI Owner AMERICAN IMPACT WINDOWS & DOORS Contractor 265 NW 91 ST, MIAMI SHORES, FL 33150 LLC Other:3059684026 EMILJ ROSADO 900 BISCAYNE BLVD 1704, MIAMI, FL 33132 Business: 3053280010 Inspection Requests: Description: INSTALL IMPACT WINDOWS 6 WINDOWS AND 2 Valuation: L15,209.00 762-4949 DOORSTotal 5q Feet: Fees . Amount Application Fee - Other $50.00 CCF $9.60 DBPR Fee $2.70 DCA Fee $2.00 Education Surcharge $3.20 Scanning Fee $12.00 Technology Fee $4.50 Windows/Shutters Fee $130.00 Total: $214.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $214.00 Check # 270 12/20/2018 $214.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, 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. 1��1Q�('S li�C�cSUC� Authorized Signature: Owner / Applicant / Contractor / Agent Date December 20, 2018 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2on BUILDING Master Permit No VN S1 c", J PERMIT APPLICATION Sub Permit No. XBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 2( S N (A) -Q l6t City: Miami Shores County: Miami Dade Zip: 32 1 Sy Folio/Parcel#: 1 01- Ub? — 13 2-0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): SUl (.O IO "ol S V ox on & i C hca-Qi I Phone#: 130 s 61V _ +o Mo Address: Z(Q S NW 011 city: M i a rn) S horcS State: -FL Zip: 1131 So Tenant/Lessee Name: Phone#:C'(5c`(_ ,��3 Email: l�f�S CONTRACTOR: Company Name: 1tMeri C" jMjQa.0 7Wt 6CAOWS 006 Phone#: 2'0S-32_'6-00j0 Address: TbG Of NW (S"- City: DO rOLA State: Zip: Qualifier Name: e llvvl ( R-OSCALOW Phone#: State Certification or Registration #: SL L (yj I t 90 Za O Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �J 20 7 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: %v ( o nd v uI, CLAO(.°t o r w A;c 'r(A rlt G&2cl I A. S% Z Specify color of color thru tile: Submittal Fee $ � Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Z_ �% (Revised02/24/2014) Y 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 sm Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The (foregoing instrument was acknowledged before me this (/ I day of (-;saIJ i. I 20 , by , '0" & c Lh I , who is personally known to me or who has produced J oy'P VJ I Iat I!"(- as identification and who 'd a < a t . NOTARY PUBLIC: 4PO0"�"4� Notary Public State of Florida js A"ica Hernandez My Commission GG 112867 Expires 06/0en021 Sign: Z�]—e�;7 109, Print: Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of 0 420by who ally known me or who has produced as identification and wRM NOTARY PUBLIC: c State of Floridaandersion GG i t28678/2021 Sign: Prin Seal: Seal: Cit1 l/ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 006722 A Local Business Tax. Receipt Miami -Dade County, State O. Florida- -THIS IS NOT ABILL -DO NOT PAY 7159620 ' LB BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES AMERICAN IMPACT WINDOWS & DOORS LLC RENEWAL SEPTEMBER 30, 2019 7859 NW 15TH ST 7436943 Must be displayed at place of business DORAL FL 33126 Pursuant to County Code Chapter SA - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS AMER IMPACT WINDOWS & DOORS LLC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED C/O EMIL ROSADO, MANAGER SCC131150290 $ TAX COLLECTOR 45.00 09/17/2018 Worker(s) I ECHECK-18-2.11465 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.miamidade.gov(taxcollector RICK SCOTT, GOVERNOR JONATHAN ZACHEM. SECRETARY dbpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GLASS AND GLAZING CONTRACTOR HEREIN IS C:ERT,IFIED UNDER THE PROVIStO�SOFCHAPTERT489 FI:0kIDASTATUTES c. ,.R0SA©U, EMIL t It rr AMERICAN IMPACT WINDOWS & DOORS LLC I1iR',7859 N_ W 15k N DORALS"" Y FL 331264 Y LICENSE NUMBER-'SCC131150290 EXPIRATION DATE: UGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com 4'� Do not alter this document in any form. F� This is your license. It is unlawful for anyone other than the licensee to use this document. ❑�9 4 ACCORD® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDYYYY) 12/10/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(#). PRODUCER Arthur J. Gallagher Risk Management Services, Inc. 4350 W. Cypress St, Suite 300 Tampa FL 33607 CONTACT NAME: PHONE FAx No. Ex : Afc No): ADDRIESS: INSURERS) AFFORDING COVL"RAGE NAIC # INSURER A: Im erium Insurance Company 35408 INSURED Kirt04, Inc. dba Phoenix Payroll Solutions 24730 Sandhill Blvd., Suite 904 INSURER B : INSURERC: INSURERD: Punta Gorda FL 33983 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 1728251695 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I NSR LTR TYPE OF INSURANCE INSD WVD SUER POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY YY MMIDD YY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE CLAIMS -MADE OCCUR S(RENTED PREMISES (Ea occurrence $ MED EXP (Any one person) $ PERSONAL 8 ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY ❑PRO JECT 1-1LOC PRODUCTS- COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE Per accident $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N IAUS00009519-02 8/1/2018 8/1/2019 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ N/A - E.L. DISEASE- EA EMPLOYEE (Mandatory in NH) $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE- POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) American Impact Windows & Doors, LLC is an Alternate Employer of the Named Insured listed above. Coverage is afforded to leased employees, not subcontracted labor. The Alternate Employer's actual effective and expiration dates may differ from the policy dates listed above and are subject to the terms set forth in the Client Service Agreement with the Named Insured. License Number: SCC131150290 Miami Shores Village Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 9 g p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE 4e14e,,6,_ ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD THIS CERTIFICATE SUPERSEDES PREVIOUSLY ISSUED CERTIFICATE 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 Date Iosad6 Print Name e 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: 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 Ix), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 MARK03 (2)LAWSON SERIES 6200 PW NOA# 17-1212.13 DP:+65.0/-65.0 SIZE:45"X74" LAWSON MULLBAR W/CLIPS NOA# 18-0529.03 SIZE:1"X4"Xl/8"X7S" ZONES MARK04 LAWSON SERIES 2200 FD NOA# 18-0503.06 DP:+76.0/-75.9 SIZE: 74"X80" ZONE:4 MARK05 (2)LAWSON SERIES 6200 PW NOA#17-1212.13 DP: +65.0/-65.0 SIZE:45-1/2"X74" LAWSON MULLBAR W/CLIPS NOA# 18-0529.03 SIZE:1"X4"X1/8"X7S' ZONE:5 MARK02 (2)LAWSON SERIES 6200 PW NOA#17-1212.13 DP:+65.0/-65.0 SIZE:38-1/4"X74" LAWSON MULLBAR W/CLIPS NOA# 18-0529.03 SIZE:l"X4"X1/8"X75" ZONE:5 LIVING AREA MARK06 (2)LAWSON SERIES 6200 PW NOA# 17-1212.13 DP:+65.0/-65.0 SIZE:39-1/4"X74" LAWSON MULLBAR W/CLIPS NOA#18-0529.03 SIZE:1"X4"Xl/8"X7S' ZONES MARK01 (2)LAWSON SERIES 6200 PW NOA#17-1212.13 DP:+65.0/-65.0 SIZE:38-1/2"X74" LAWSON MULLBAR W/CLIPS NOA# 18-0529.03 SIZE:1"X4"X1/8"X75" ZONE:4 b m 6 w b rnMMom'` i �I MARK08 MASONITE ENTRY DOOR FA#22378.2 DP:+60.0/-60.0 SIZE:39"X81-1/2" ZONE:4 •• ••• • • • • • •• • •• • • • • ••• • MARK07 MASONITE • • • •.• •• ••• •• FQV2633.9 • • • . • • i • • . i 000 • • SIZ 32-1/2"X81-1/2"t .� . • • • ZOV5 . .• .• . . . •• •• .... . . .... . 0 0 10 md. M M o 3 EnLo m N 'O ei=t+l c 3z z A UO E u a co m y Eo u E a z U O m E n- A.1 RAMM5 ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 201.7/ Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG . Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50-, 60 1.00 0.95 0.92 0.89 , "0.88 � _ _ 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 `,,38.3„ ,' 37.8 25 44.6 42.6 41.5 40.6/;. __, '•40:D�' 39.4 30 46.5 44.4 43.2 42.3 , 41.7 41.1 40 49.4 47.2 45.9 44.9 , 44.2 43.6 50 51.8 49.4 48.1 / ,47,.1 - ' 46.4 45.7 60 53.7 51.2 49.8 : �-.48.8; 48.1 47.4 Interior Zone (4 -Walls) Negative Pressures,, Exposure C For the 175 mph.Wind Zone CATEGORY 2 BLDG Height (Maximum) Effective Wind Area (or; Tributary Area) in Square?eet • 10 20 �. , 30," ,>' ; 40 50 60• • -1.10 -1.05 , `,-1.b2 r -0.99 -0.98.00 .. -0.96 15 -43.8 -42.0 -40 � 9 -40.2 -39.6. • • • . -39.:h . 20 -46.4 -444, ` --433 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8• • •'-43.-1.. 30 -50.5 ,=48.4 ` -47.2 -46.3 -45.6:0 ': -45.1 • 40 -53.6 -51'.4 �. -50.1 -49.1 -48.47 -47 8 • • 50 -56.2 -5378' / -52.5 -51.5 1 -50. T • • -50.1• . 60 -58.2.-- `=55.8 1 -54.4 1 -53.4 1 -52.6 1 -52.0' Exterior Zones (5 -Walls). Negative Pressures Exposure C For the-,,' 175 mph Wind Zone CATEGORY 2 BLDG Height Maximum Effective Wind Area (or, Tributary Area) in Square Feet 10, 20 30 40 50 60 - -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15. -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 . 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 SW -69.3 -64.7 j -61.9 -60.0 -58.5 1 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FUK FLA i KUUFs. 'Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, ` but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). r - _':THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART `WITHOUT WRITTEN PERMISSION BY RAMNLS ENGINEERING. ALSO, THESE (TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY ` ROBERT MONSOUR. �J ':i+ eg , MiAMI•DADE � �' TVIIAMI—DADE CO!NI TY, FLORIDA "'` 'µ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMVI ISTRATION DIVISION T (786) 315-2590 F (786) 315--2599 ND CCEPTANCE (NOA) www.miamidade.�Zov/ecnomv Lawson Industries, In . 01 NW 90`s Str e 166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AI--.J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right %o revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved s�escri�5lce �ierem, a..as been designed to comply wit da Building Code, including the High V ocity Hurricane Zone. DESCRIPTION: er§es ``4200J 6200 Flange i+ranre" Alurnirrum Pixel Winndow—L.M.L .•.;. APPROVAL DO NT: Drawingo L4200--62QQ-1201 Rev C, titled "Seri�;120p-6 • Flange -- Frame impact Fixed W w", sheets 01 through 05 of 05, dated 0 7 T7'T� iai s�vi .o�.NOV,21,.2017, prepared by manufacturer, sign -and—sealed-4shomas J. Sotos, P. E., bearing the Wimmi—Dade (Wounty Product Control Section Revision stamp with the Notice of Acceptance number and ir%tion dp� by the Miami —Dade County Product Control Section. 0000 • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • • • • • • • Limitations: ...... 1. See Design Pressure (DP) VS Window sizes and glass types in sheet 4. 2. See glass types in. sheet 3. The monolithic .lite in insulated laminated glass is orieiAed at e xterror side and require tempered .glass, if used at 3 0 ft above the grade. • • • • • • • • 3. `vV Shen an approved impact resistant mullion attached to combine window units; lower DP will•lpp*ly to entire assembly. LABELING.: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL .of this NOA shall be considered after a renewal application has been filled 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. 17-0531.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and F_-a, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 1?-1212.13 Expirab te: August 22, 2022 Approval Date - Page Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-0307.06) 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "B" dated 05/12/17, prepared by manufacturer, signed and sealed by Thomas J . Sotos, 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., TAS .203-94 along with marked —up drawings and installation diagram of an arch— and a rectangular fin — frame fixed v-indow, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s BETI--12-4010 and HETI-11 3363, both dated 03/05/12, signed and sealed by Rafael Droz—Seda, P. E. (Submitted under NOA No. 12-0307.06) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-9.4 • • % • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 2M" •"••• along with marked —up drawings and installation diagram of a rectang—, a c arc uiar arch .... and an elliptical arch fin —frame fixed window, prepared by Hrtrxiq�wffe En:izieqrin.g 8{,, •• Testing, Inc., Test Reports No.'s HETI 09-2614, dated 09/04/094-ItE-T-j-09-3512, dated.%.' 09/02/09, HETI-09 2586, dated 07/10/09, EOETI-09-2584, dat,--& ffflD/09, itEil'I-09-••••;- 2582, dated 07/10/09, 13ETI-09-2580 and dated 07/10/09, allJ: sxWr'ssd and staled by Candido F. Font, P. E. ;"•" (,Scuhfnitted under NOA No. 12-0307. 06) '..: .. . : • • • • 3. Test reports on. 1) Uniform Static Air Pressure Test, Loading per FBC, TAS A-20V along with marked -up drawings and installation_ diagram of a rectangular fig frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09 2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09-2585, dated 07/10,09, H TI-09-2581, dated 07/10/09 and FIETI--09-2.579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 12-0307.06) 4. Test reports on.: 1) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 along with marked —up drawings and installation diagram of a rectangular farms fame fixed Window, prepared by Hurricane Engineering .& Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/301'03, EEEiI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01 /30/03, all signed and sealed by Rafael Droz=Seda, P. E. (Submitted wader NOA No. 03--0327.11) istrar, 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date:. February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 'Kest reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a rectangular—, a circular arch — and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03--1774A and dated 01/30/03, HETI-03-1774B, dated O1/30/03, all signed and sealed by Rafael Droz— Seda, P. E. (Submitted under NOA No. 03-0327.11) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 2.02-94 2) Uniform Static Air Pressure Test; Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202--94 along with marked —up drawings and installation diagram of a circular arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HET I- 02-1215, dated 04/08/02 and RETI41-1193, dated 04/08/02, both signed and sealed by Hector Medina, P. E. • • • ...... • (Submitted under NDAAlo. 02-0701.01) •• ;•, •, •, 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201—Sft 2) Cyclic Wind Pressure Loading per FBC, TAS 2— ; • • • • • • along with marked —up drawings and installation diagram of a rectangular', a ci:cQjVarch ;,,,, and an elliptical arch fin —frame fixed window, prepared by Hurrtpum Eng_kia ing &.:..' Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04./08/02,*NFTI-01-10r(t3, dated • • •; • 02/121102 and HETI-01-1098, dated 02/11/02, all signed and seaie t hector Medina, P. '. E. . . . . •••••• (Submitted under NOA No. 02=e701.01) ' • • • � • 60•w : • • • •: •• C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/Ol/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 12-0307.06) 2. Glazzing complies witb ASTM E1300-04/ 09 D. QUALITY ASSURAINCE 1. Miami —Dade Department ofRegulatoty and Economic Resources (RER). Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE, OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kysraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 511 Edition (2014), issued by manufacturer, dated 05/23/17, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NO.4 No. 12-0307.06) 3. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04109, HETI49-2612, dated 09/02/09, HETI49-2586, dated 07/10/09, HETI-09 ;58j, dated 07/10/09, HETI49-2582, dated 07/10/09, F-_T+' T I-09-2580, dated 07410/09,:HETI-09...... 2613, dated 09/04/09, HET149-2611, dated Q9/04/09, Wrf-09 15$5%dated •: 07/10/09, HETI-09 2581, dated 07/1-9/09 and IF-TI-09-2579, daltl=17/ 10/OS, al? issue3 • • • • • by Hurricane Engineering & Testing, Inc., signed and sealed by Ca; j�'4j �. Forlt, Ij E. • • • • (Submitted under NOA No. 12-0307.06) .... .. ..... 4. Laboratory compliance letter for Test Reports No.'s HETI-11A614 dat ed••4V05/12?.:..' HET 1-11-3363, dated 03/05/12, HETI43-1778, dated 0l/30/03,•HRTI-03--V"9; dated • • •; • 01/30/03, HETI-03-1776, .dated 01/30/03, F3ET143-1777, date *W-10/03,IMTI-03 - 1774A, dated 01/30/03 and HET143-177413, dated 01/30/03, ail issued + ricanj*••*: Engineering & Testing, Lac., signed and sealed by Rafael Droz-Sed'al.P. VE. (Submifted under NOA's No.'s 12-0307 06) • • • G. OTHERS 1. Notice of Acceptance No. 14-0908.18., issued to Lawson Industries, Inc. for their Series "4200/ 6200 flange -Frame" Aluminum Fixed Window - L.M.I.", approved on 12/ 11/14 and expiring on 08/22/17. 2. New Evidence submitted. A DRAWINGS 1. Drawing No. L4200-6200-1201 Rev C, titled "S-eries-4200-6200 Flange -,game Impact Fixed )Vindo-W', sheets 0.1 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017, prepared by manufact,:rer, signed and sealed by Thoinas J. Sotos, P. E, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6t' Edition) code compliance. 7shaq I. Chanda, P. E. Product Control Examiner NOA No. 1.7-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-3 Lawson Industries, Inc. B. Test 1. None. C. E F. G. 1. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1. None QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. STATEMENTS 1. Statement letter of conformance t BC 2017 (61b Editi ) and "No financial interest" dated 11/17/17, prepared by the manufactur sealed by Thomas J. Sotos, P.E. 2. Statement letter dated 01/22/18 of the e-fflw iai-drawing, changes issued by Lawson Inc. signed by Nelson Erazo, Senior design engineer. • OTHER • ...... . .. ...... This NOA revises # 17-0531.05, expiring 08/22/22. • .... . .. ..... ...... .... ..... .. .. .... ...... . . . . ...... . . ...... E-4 Ishaq I. Chanda, P. E. Produ.e d Control Examiner NCA No. 17-1212.13 Expiration Date.: August 22, 2022 Approval Date: February 01, 2018 SERIES-4200 / 6200 FIXED IMPACT WINDOW -- FLANGE FRAM APPROVED WINDOW ELEVATIONS %.K.lMEACT WINDOW HE� LWINDOW HEIGHT WINDOW✓ HEIGHT I— WIN➢Oy WIDTH � LEG MTV WINDOW WIDTH PICTURE WINDOW QUARTER —ROUND FI EVATIQN HA WINDOW WIDTH ARCHED —RO NO TYPICAL NATION WINDOW GH WINDOW HEHG —_ WINDOW HEIGHT L !N WIDTH b--- HEMCON TYPICAL ELEVATION BEC16NGULAR WMDOV VllITH WINDOW V10TH SQUARE PICTURE WINDOW ELEVATION IC -AI F ATS WINDOW HEIGHT WINDOW" HE IGHT L L WINDOW HEIGHT LEG HT. II.W vINT ' I_ Wn ^1A FULL ROUND TYPICAL ELEVATION WINDOW WIDTH RECTANGULAR TYPICAL ELEVATION I_ ViND W WIDTH SQUARE PICTURE WINDOW ELEVATION F-0 WINDOW HEIGHT — VINDW HE GHr LEG HT. WINDOW IFIGH 1.WINDOW WINDOW WIDTH WIDTH I EEy OVAL TYPICA , l yj= I.EG.GEO-EEYE BROW I NATIO N VINDW WI➢TH • • QUARTER —ROUND ELNATIEN r LSHAPES • ALLOWABLE LOADS FOR ALTERNATE • AS SHOWN, CAN BE VERIFIED WINDOW HEIGHT WINDOW HEIGH BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR RECTANGLE, AS I WINDOW ' SHOW IN DOTTED LINES AND OBI•INING• 4 ALLOWABLE LOADS FROM TH03 • SHAPES. PROVIDED PERIMETER* • E— T WIDTH I WINDOW WIDTH FASTENERS ARE AS DESCRIBED 4EREIN FOR SITE AND SPACING. • • OCTAGON TYPICAL ELNATION 'FI I IP .A ' TYPICAL EVATIp� • 4 TYPICAL ELEVATION NOS TESTED UNIT MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES; E, F, J, K AND L. - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. General Notes: AX. TYP. CORNERS T&OiIDUC; BTVi'Z'8 is ar}IylrgorNi Ute /7ae+1#fi irt, ShcaQ Qsi1 Roacpl4ece N•i%^tG1Z-! 1 Lsp{rDtl�t Uo1—KIT. F7o7-=_ �• �• sue: �>Gella e�l�a EXT. L INT, FALSE COLONIAL HUNTINS ARE APPLIED V/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOWS ARE L.M. IMPACT MIAIE—DADE COUNTY APPROVED SHUTTERS NOT REQUIRED 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1200-09. THIS PRODUCT IS 111PACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) , 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). 6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30ft. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-Chapter 24 Section 2411.3.3.7). • • 47.) •FOS OPVONA1• FPgAME J9TALIATION DETAILS SEE SHEETS 2 & 5. :9.)". & INI�TPKLSE ODLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE •.0.)•?O:D e*U-IM:IJIOA4CT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED • • •(� Olk11311S),- RVR:O WINDOW INSTALLATION. (SEE SHEET #2. FOR DETAIL & NOTES) 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF ML1MI-DADS COUNTY APPROVED PRODUCTS USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE • IOWEFeV"IGN P9Pr 4*VOM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE •ENTIRE MTd=, D SYS'JEM. • 12.):SEA SHDET #•5 BAR MULIIION/METAL ATTACHMENT DETAILS & OPTIONS. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 1 N 0 0 0 OI N U In ILtv C' #14 S.M.S, W/ 1 1/4' MIN EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) INTERDO FINISH NOT BY LAVSON INDUSTRIES, INC. I \ ax I WEATHERPROOF 1 ALL WOOD BUCKS IN CONTACT WITH CONCRETE #14 S.M.S• W/ 1 1/4' (NUT BY LAWSON IND.> TO BE PRESSURE TREATED & MIN. EMBEDMENT INTO WOOD. .PT. WOOD BUCKS & TO BE REVIEWED BY BLDG, OFFICIAL (TYP .) <SEE ELEVATION AT SHEET #1 h FOR MAX, FASTENER SPACING) W MAti INTERIOR (SEE GENERAL NOTES AT SHEET #1) ^-�\ a p E_ SPACE 1' MIN, 1O BEDDINGE COMPOUND ADHESIVE: \ 'D q A z o; ---- -______ ________ nGE ➢ISTANC --� \'1 LAMINA'fEll GLA; ' 1/4' TAPCON W/ 1 K INTERIOR MIN. EMBEDMENT WTO YONC. M n y y EX"I. GRADE A._ FOR M XE VATION FASTENER SPAAT CC`ING)ET 1 � O � U W � o o-Ea CArJLK—\ EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND VINDOV FRAME FLANGE BY INSTALLER <TYP.) _ EXTERIOR .y;:l �^-2_ '•`L1' . ' EXT. GRADE PERIMETER CAULKING NOT BY / 'L ISON INIEB BYEOTHERS C I .� (TYP.) SrUCCa OVER METAL LAni NAILED TO EXTERIGR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHTIECT OR G.0 (EXTERIOR FINISH BY OTHERS) MOT BY LAWSON INDUSTRIES, INC. WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) 3. WOOD BILK SPECIFIC GRAVITY = 0.55 MIN. 4. CONCRETE COMPRESSIVE STRENGHT = 2Ksl MIN. • WHEN THC GAP BETWEEN THE 1Y7NDOW.FRAME-AND-THL'BECK-OB, MASONRY ISLESSTHAN 1/8", SHIMS ARE NOT REQUMKD. ANCHORS NOTE: ` �iC/HORS TO BE 1{14 SMS OR WD, SCREWS INTO WOOD, OR '1/4' ITW BUILDEX TAPCONS or APPROVED CONC. FASTENERS INTO CONCRETE (2KSI MIN.), WITH A MINIMUM OF 1 1/4' I PENETRATION INTO WOOD OR CONC. AT 12' O.C. MAX. ■ TAPCON YIELD STRENGTH- Fy=IOOKsl ULTIMATE STRENGTH- Fu=125Ksi EXT. GRADE CAULK -� A2 EXT. CE ru z w z ,I 1 1/4' MIN. 1, 1/4; MIN. Z p C U o c a Fa- EJ4BEDM --_ _ _ _ _ _ EMBEDMEN N W x MIN. EDGE DISTANCE W z m OEXTERIOR ® .-� a y z Lv Lv EXT_ GRACE '- CAULK EXTERI GRADE'W O Wlrvnow FRAME WIDTH PERIMET H CAULKING V q #14 S.H.S. W/ 1 1/4' 1/4' TAPCON W/ I I/4' MIN. EMBEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONC. u 1 c� CSEE ELEVATION AT SHEET #1 (SEE ELEVATION AT S - 1 11 H co FOR MAX. FASTENER SPACING) FOR MAX. FASTENE CING) P.T WOOD BUCK NO \BY LAWSON IND. N W I F MUST SUSTAIN IMPOSED LOADS rWft4 0W k 1 1 i/DD' MIN. F U q 11 1/4' MIN. ) EMBEDMENT._; v< > 1 1 4' MIN.aEM➢EDMENT04 EX RIOR GRADE PER TER CAULKING SILICONE ADHESIVE o n u BEDDING COMPOUND m a W i 0 0 s EXTERIOR ' •E E z z INTERIOR 1/4' MAX. £ < m m m g SHIM > TYP Io -LAMINATED GLASS ��pUCS CT51i8i84 }3 Oa cvspwn wkk sm 0e#'IY+o & in, •1 1/4' MIN °°tt 17e I 2' p6FR'. Al:SJp, n MHEOFENi • • • • • • • •(K' jjh ') ' ' S'•T/ TERIOR CA •CAULKING a 41 q; ra \• I • • • • •• PEIRMET CAULUL KING U ! t`*v' ••.,, �`:,. �/d 00 VI BY OR 2 BY _ '•` At • W" SUCK • 000 • • • • • a l 114' MIN. aJ a` rit�CJ I • • • • • • • 4 v G EMBEDMENT •• . . �d - A. • • • • • • • • • . . 4 • • •• • • • • • • •—L W • • • • • ` H • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LAMINATED INSULATED GLASS COMPOSITION TYPE B ITEM DESCRIPTION DETAIL 1� ® a/4• ,r 1 1/8' ANN. GLASS 2 0.090' SAFLEX PVB by, Eastman Chemical Co. 3 1/8- ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 (a) 1/8' ANNEALED OR TEMPERED GLASS 5 16 LAMWATED GLASS COMPOSITION - TYPE A ITEM GLASS DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS I 2 0.090' TROSIFOL PVB by, Kuraray America, In[. - 3 1/8' ANNEALED GLASS 1a34o• 5 16' LAMINATED GLASS COMPOSITION - TYPE D LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM GLASS DESCRIPTION DETAIL t 1/8' HEAT-STRENGHTENED GLASS va' ITEM DESCRIPTION DETAIL 0.090' TRDSIFOL PVB by, Kuraray America, Inc. '� / '24 __ 1 1/8' ANNEALED GLASS 3/l6'-- _ 2 1g• 1 aa4o• O u 2 0.090' SAFLEX PVB ns by, Etnan Chemkn! Co. '+ q v4- 3 1/8' HEAT-STRENGHTENED GLASS I I , 3 1/8' ANNEALED GLASS—=_ _- =,. 13 32 LAMINATED GLASS COMPOSITION -TYPE E 4 1/4• INSULATED AIR SPACE ,Tr : --- _-_ _ - N - 5 (>S) 3/16' ANNEALED OR TEMPERED GLASS i ITEM GLASS DESCRIPTION 1 DETAIL 1 3/16' HEAT-STRENGHTENED GLASS va• LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 QD9° I 0.090' SAFLEX PVB by: Eastman Chemical Co. } 3nii6 ITEM DESCRIPTION DETAIL 3 1/9' HEAT-STRENGHTENED GLASS I 1 o.4w• 1 1/8' HEAT-STRENGHTFJdED GLASS 1/e, _ ___,_, L 2 0.090' TRUSIFOL PVB by, Kuraray America, Inc. _�L (� ® ,i/4• 3 1/8' HEAT-STRENGHTENED GLASS �✓a' 4 1/4' INSULATED AIR SPACE toT _ 5 (s,) 1/S' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE G 1 ITEM I DESCRIPTION I I 1 1/8' HEAT-STRENGHTENED GLASS ,j- 2 0.090' TRUSIF_ PVP _ � - by, Kuraray America, Inc, IT ® 4/4• n 3 1/8' HEAT-STRENGHTENED GLASS =---_ -'nsa• 4 1/4' INSULATED AIR SPACE 5 (-) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L ITEM DESCRIPTION DETAIL .v4• I 1 3/16' NEAT-STRENGHTENED GLASS 2 0.090' TROSIFOL PVB by, Kuraray America, Inc.® 3 3/16' HEAT-STRENGHTENED GLASS v,c• - � -== 69d� 4 1/4' INSULATED AIR SPACE 5 3/16' TEMPERED GLASS Notes: 1..) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. ;Q WINDOWS WITH GLASS TYPES -B, C, F. OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.8.3.4). -SILICONE OPTIONS', _ _ _ _ _ _ _ _ _-= DOW CORNING 899 SCHNEE-MOREHEAD 5731 _ TREMCO SPECTRUM 2 LAMINATED LAMINATED INSULATED INSULATED GLAZING DEPTH GLAZING DEPTH LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL 7 16" LAMINATED GLASS COMPOSITION - TYPE H ITEM I GLASS DESCRIPTION DETAIL _ 1 3/16' ANNEALED GLASS a/� .0u• a4l aeo• 2 0.090' SAFLEX PVB by, Eastman Chemlcal Co. /16, I 3 3/16' ANNEALED GLASS 1 .-C. TYPE I ITEM GLASS DESCRIPTION �_'' DETAIL 1 3/16' ANNEALED GLASS 3/l6' -'-' --'-� .a.090' - OA60 2 0.090' TRUSIFUL PVB by, Kuraray America, Inc. 3 3/16' ANNEALED GLASS 7 16" LAMINATED GLASS COMPOSITION - TYPE J ITEM I GLASS DESCRIPTION DETAIL _ 1 3/16' HEAT-STRENGHTENED GLASS Mtn• .OA99'-D.4fi0 2 0.D90' SENTRYGLASS by, Kuraray America, Inc. 9p6' 3 3/16' HEAT-STRENGHTENED G 7 16' ATED GLASS COMPOSITION - TYPE K ITEM LASS DESCRIPTION DETAIL _ 1 3/16' HEAT-STRENGHTENED GLASS 0.090' TROSIFOL PVB by, Kuraray America, Inc, 16,==_-=.__::_=__..__ 1 A32 3/16' HEAT-STRENGHTENED GLASS •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 c TREMCO SPECTRUM 2 p � � 5 g n„ LAMINATED w p U A o d I' MONOLITHIC m N c+ GLA7ING STOP Z w a o U 0 CIRCULAR WOWS. m i a > 0, N 0 U � LAMINATED 4'. LAMINATED4rAn MONOLITHICNOLRhiIR. -- ---- --- 0 s Z z GLAZING DEPTH GLAZING DEPTH cr GT, cv a LAMINATED 2 a NrN4 W cz I MONOUTHIC W a 'SILICONE OPTIONS', U C', DOW CORNING 899 W SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 w GLAZING DEPTH i$ LAMINATED/MONOLIT IC GLASSGLASS TYPICAL GLAZING DETAIL `s x z o �za-8 a ? °��saa, . _ ;,. ts�onucl•nsvll6� Nis.;......: �" � NV lb. ' �t•�uLpyAe�•1c6umil0eiLtl 'ii>ip V-W-here _ help- A>Ac01C 1 4200.6200 FIXED IMPACT WINDOW MODULAR SIZES CHART -DESIGN LOAD CAPACITY - PSF WINDC DIMS. GLASS TYPES WIDTH lin.l LENGTH An. A +!-DP B +!-DP C +!-DP D +/-DP E H-DP F +/-DP G +i-DP H +/- I J K L 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART -DESIGN LOAD CAPACITY - PSF WINDOW DIMS- GLASS TYPES WwrH LENGTH A I B C D E DP F +(- DP G +l- DP H DP 1 +/- DP J +!- DP K +(- DP L +J- DP 19-118" 68 68 68 68 85 68 68 68 _ 68 78 65 68 z6•ur ee se sa sa ss se sa sa se 7a fis 6s 37' 26" 68 68 68 68 65 68 68 68 68 78 65 66 48• 68 68 68 68 65 68 68 68 GB 78 65 68 53-1/8' 66 66 68 68 65 68 68 68 68 78 65 68 19-1/8• 68 68 68__ f 65 68 68 68 68 78 65 68 26-112"_ 68 fi8 _ 68 _68 fi8 65 68 66 fiB 68 78 65 I 68 3T 38-3/8' 68 68 68 68 65 66 68 662 � 68.2 78 65 I fi8 48" 68 68 fi8 68 65 63.8 � 63.8 78 65 � 68 531/8" 68 68 E8 66 � 65 63,8 63.8 78 65 68 19-118" 88 68 66 6B I 6S M 6B 68 78 } 65 68 26-i12" 60 68 68 60 65 6II 68 783T 50.518`68 68 686066.2 66.2 78 6568 48'x 68 65 x 51 76 65 68 53-1/a" x z x 88 65 68 68 x x i 78 65 68 19.1(8° G8 68 68 68 65 68 68 68 68 78 I 6.5 88 26-1lr 68 68 � 68 65 ! 68 68 68 68 78 65 68 3T 56' 68 _ 68 _68 68 _ 66 65 68 68 x 66.2 78 65 68 48° x x_ x 68 65-1 88 68 x z i 78 6S 60 531/8" x x x x _ z x z x { 78 65 68 19-1l8° 68 68 66 68 65 68 68 69 68 78 65 68 _26-11r 68 6B 60 68 65 66 68 66 68 78 65 68_ 3T 63" z x z _ 66 65 � 68 68 x E6.2 78 65 68 48' z_ x x�� x 65 6B x x z 78 65 � 68 53-1/8" x x x x 65 x x z x 78 65 68 19-1/6" 68 68 6£t 68 t 65 68 68 68 68 78 65 68 26-1/2" 68 60 68 68 65 68 68 z 68 78 65 - 68 - 3T 74" x x x 68 65 68 68 x _ x 76 65 68 48" x i x x x 65 x x z x 75.6 65 66 53-118" x x x x 65 x z x z 72 fi5 68 19.1lB' 68 68 68 68 fi5 68 fi8 78 65 fi8 26-1I2" 68 i 6B 66 68 65 68 68 x 68 78 fi5 68 I 3T 74-1f4" x z x 68 _ 65_ 68 68 x_ 78 65 68 d8" x x x x 65 x z -x--- Tx 75.2 65 68 53-1J8" x z x x 65 x I x I X x 71.0" 65 68 a g. o O �m 4 z m b q M y M h m� n 2 ov i W o o f J Z y " E `M d N ~ O y 5 05, ad i1� W N yey W a } h ? ��11z z ®W as o G 0 O Ul a � a t"oF d x �� z w in 4 ao� a z s O C Notes N 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS &SILICONE OPTIONS. $ 8 w S 2.) WINDOWS WITH GLASS TYPES "B, C, F. OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL -° � E _-_ BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 3 p u RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). - z d m N w . ... • • • • • . . • • • • A°ccPfa-N. 17-(zi!-12 p° (jy: • °... I/f ri J • • • • • • • • • • • �++•atlfrr 7Paf �77,t.,.c;�'- '�`w � � ,�-'� ,,,q �'4%> • • . NETH OIME%ONS CRN ft ORIf O • CALLY� HORIZA7TALLY AS SAY6'N ABCOL 6 C DP +!-DP -)-DP ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • BILL OF MATERIALS ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS t L-4201 2 FRAME HEAD/SILL/JAMB 6063-76 - 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 5063-T6 - 5 L-7711, 4- GLAZING BEAD (5/16" CLASS- INSULATED) 6063--T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS REGO. GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 - 9 VWS-004 AS REDD. GLAZING GASKET SOFT PVC - 10 + AS REDO. GLAZING SILICONE ' - 11 PL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 872-25H-357 AS P.EOD. 'LruSecl" Durc Sea: Sw�ggle Spacer 1 j4" BLACK 1/4" AIR SPACE WINDOW FRAME EXTRUSION DETAILS 2643 1.281 310 �— .781 .oG2 TYP _ a1 040 ,850 .391 —� TYP' .808 ) .773 I 4--i.sD9 1 FRAME HEAD/SILL/JAMB 2 GLAZING STOP (5/16" GLASS) 10 f .040 I A. I_� 272 I .OdO —r.2SG .1i50 Y. O50 D50 TYP. L TYP, .773 .773 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) (3/8" & 13/32" GLASS) .310 .850 .1151 4.1c Dso .992 T50�.0`2 INSULATED GLAZING STOP W/ 5/16" LAMINATED GLASS INSULATED GLAZING STOP W1 7/16" LAMINATED GLASS TYP, fl T eoe 8 .466 --- � 0' 3UTACiTE Ku ... uy An by, Ica. Inc. GLAZING STOP (CIRCULAR WOW.) SEE MULLION APPROVALS FOR MELON TYPE, SIZE AND MAX. DESIGN PRESSURE UTAITATIONS. ALUMINUM MULLION - 10 �mm 11. ' FRAME SILL or HEAD �RECT. OR SOUARE V.4JDOW5 O OR 1111. CllD LAR NEARS TTPICAi CORNER CONSTRIN:TION FRAME RADIUS JOINT FRAME END CORNER FRAME CORNER & JOINT DETAILS SEALANT FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE moDuc E kEvLw-v 9+ wnpyka with the r-bai'& Bnfd1.4 Cede AocsLyt0" No I7_ /y I?.13 (ALUM. 0.078* MIN. THICK) SEE MULLION APPROVALS FOR R l2 % 3/4' S.D.S. MULLION TYPE, SIZE AND MAX. NOTE: THE LOWER PRESSURES OF FLAT HEAD, PHILLIPS. DESIGN PRESSURE LIMITATIONS. THE WINDOW OR MULL SHALL GOVERN -- AT 12' O.C. MAX. INTERIOR NOTE: THE LOWER PRESSURES OF ---�I 1/4' MAX. THE VANDOW OR MULL SHALL GOVERN INTERIOR II S.O.S. X 1 1/4" L. ' O.C. MAX. •NOTE: JF •• • • •1. ALL STEEL IN CONTACT WITH • • • • •ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy s 36 KSIMIN(STEEL 18 GA MIN. THICK - D0487 B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078' MIN. THICK) EXTERIOR • WINDOW • FRAME • • • • PERIMETER WINDOW FRAME 41159 AW • • EXTERIOR GRAD • • • EXTERIOR E1 PERIMETER CAUeKIN• • • • • • • �t�YfE �IQLLINQ A • • • •ME'1;4L STRUCTURE ATTACHMENT DETAIL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m m 4 Z g rc A V A a 0 o n � o W a '' zw d v z y . Z O W = A ti 0 w�a 'd O � 1 z 0 ti z z m g Q o CQ � H W Ifl a N F CQ N ri CQ 1 0 > W RR F �I N I j \ A C b $ o �s a o 3 -o 8 � N N z z V & a rya'a � Yv „7rP t�R �• .1 r ••�'17f�4'o ...��v'•1Ql.. k� S�F�� C7 C"iI Y Fd32Le:w-19�a. a MIAMI•DADE MIAM.I-DADE COLJNTY MIND PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOT4-GOOF ACCEPTANCE (NOA) www.miamidade.2ov/economy Lawson Industries, c. S501 NW 90 Street 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 (A IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building co3ar.:. This product is approved as described herein, and has been designed to comply:witk�tke Flog Ada Building**:' Code including the High Velocity" rrica ' DESCRIPTION: Clippe aruded Aluminum Tube Mullion w/ and w/o Steedd2ei�rforc_ m e`n — )F. • ...... APPROVAL DOCUME rawing o. -1001, titled "Aluminum Taste M*Ilions�'•9heets 1 • .... . .. ..... through 10 of 10, dated 04/27/10, i -revision E dated 05/14/1 , pre -ma tamer, site d • •; • • sealed by Thomas J. Sotos, P.E., bearing the na bounty Product Control &Visibn stadip.Wit?n the ...... Notice of Acceptance number and expiration date by the Miami -Dade County Product "trot Section. . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ' """ LABELING: Each unit shall bear a permanent label with the manufacturer's ngqf pr logo• Fitt', state:.'. • series, and following statement: "Miami -Dade County Product Control Approved", unless odwa,ilce noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-1212.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 9r1-�10-iSs05 MIAtDADE COUNExpira§o ate: -May 30, 2023 ..., TY Approval Date: , Page 1 Lawson Industries, Inc. 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. 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision D dated 11/21/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 12Q" span alurWai" tube • • • • • • mullions with C4 x 4.5 steel channel reinforcement, prepared b'ikf ulicana. .• Engineering & Testing, Inc., Test Report No. HETI-02-1714, dates 08/27k)2; signed ... • • and sealed by Rafael E. Droz-Seda, P.E. • •'' •' • (Submitted under NOA No. 02-0501.05) • • • .... • • • .• . .. .... 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2QL-A.. .... ..:.. 2) Cyclic Wind Pressure Loading per FBC, TA,S'l(�3� 94 • • • • • • • • • • • • along with marked -up drawings and installation diagram of 121" Span aluminum tube •. mullion with C4 x 4.5 steel channel reinforcement, prepared b;Hurricane 6g4cerin4 0 • • • & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02•, A4Cd and Sealed by : • • • • : Rafael E. Droz-Seda, P.E. 00• (Submitted under NOA No. 02-0501.05) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door; prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) Manuel Perez, Product Control Exa�line NOA No..18-0 %. Expiration Date: May 30, 2023 Approval Date: June 1.4, 2018 E - I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying.with FVC12010. ...... prepared by manufacturer, dated 05/17/10 and updated on 01/2542, } reparxd, signed and sealed by Thomas J. Sotos, P.E. • • • ; • • • • • • • • • • (Submitted under NOA No. 12-0127.07) .... . .. ..... D. QUALITY ASSURANCE ' ...... .... ..... 1. Miami -Dade Department of Regulatory and Economic Resouroas (4tR). • • • • • • • • • • E. MATERIAL CERTIFICATIONS • 1. None. '..' .. :.... F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 611 Edition (2017), and of no financial interest, dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-02-171.4, HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 3. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 02-0501.05) Manuel Pere2 P.E. y Product Control xa iner NOA No. 1 29.03 Expiration Date: May 30, 2023 Approval Date: June 14, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Reports No.: FTL-3619, FTL-3620, FTL-3621, FTL-3622, FTL-3623, FTL-3624, FTL-3625, FTL-3626, FTL-3627, all dated 11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0128.06) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo, G. OTHERS 1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 04/13/17 and expiring on 05/30/18. 2. One year approval, subjected to successful verification test. ...... . .. ...... 2. NEW EVIDENCE SUBMITTED """ • A. DRAWINGS • .... . .. ..... 1. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions'..sjvets 1 thrcwgh 10..:..' of 10, dated 04/27/ 10, with revision E dated 05/ 14/18, prepared• by manufacktrme, • • • • • • signed and sealed by Thomas J. Sotos, P.E. ;••;'; '. . . . . ...... • B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 2026-N along with marked -up drawings and installation diagram of 108-1/2" span aluminum 2" x 4"tube mullion with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by Rafael E. Droz-Soda, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 108-1/2" span aluminum. 2" x 4"tube mullions with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda, P.E. 1 Manuel Pere . Product Control E mJiNOA No. 18- Expiration Date: May 30, 2023 Approval Date: June 14, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNTED) 3. Test report on: 1) Uniform Static Aix Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" horizontal span and 74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6038, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 120" horizontal span and 74" vertical span, 2" x 6" ahuninum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. C. CAL 7chor erific ion calculations and structural analysis, complying. itl ,,F�C--44 E2017), repared by manufacturer, dated 05/24/18, sighed ealad by omas J. Sot , P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourggs6(UR) �... •• •• .... E. MATERIAL CERTIFICATIONS ' • • • " ' 1. None. ' F. STATEMENTS 1. None. G. OTHERS- 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 02/01/18 and expiring on 05/30/18, Manuel erez, Product Control Expfu4r NOA No. 18{052 .03 Expiration Date: May 3T, 2023 Approval Date: June 14, 2018 E - 4 ANCHOR/CLIP GLAZING PRODUCT ANCHOR CLIP HORIZONTAL MULLION 3 VERTICAL VERTICAL MULLION MULLION GLAZING GLAZING GLAZING z o PRODUCT PRODUCT PRODUCT �c ANCHOR/CLI W1 W2 �W3 MULLION SPAN WIDTH (W) = Wl + Wz + W3 2 �ANCHOR/CLIP z O z J/CLI a f W1 WIDTH (W) — Wl + W2 2 ANCHOR/CLIP HORIZONTAL MULLION GLAZING PRODUCT 3 i GLAZING GLAZING PRODUCT PRODUCT 0 z N 3 VERTICAL j0 MULLION ANCHOR/CLIP t • W1 1 W2 • � • MULLION SPAN WIDTH (W) = W1 + W2 • ••• 2 • • • 'RANGEMENTS • THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. 7_ONTAL MULLION RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-51h EdGon & 2017-61h + N Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET I THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 3 6, 7, B. & 9 OF 10 FOR DETAILS AND NOTES. + N REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 3 II F- 0 PRODUCT REVISED .s coinplymg -Alh the florid. • • • • • Building 14. Code • • • • • • • • • • A=pt.n<Nu 4.05 4 • • • • • ); rr3m:_ Dnre • • • • • • • • Mi {� Dad. Pnc h't 1 kp" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • h b � � o o c h �n m h n � V N o O 0 0 o & 4 of 0 Z o e w E- � v 3 z h ZOZ c ¢ z W i j CO F ,al z F 0 E z Z; .1 ''� z 0. z a m j o d w C j U 6 E rEr"nI VI 0. F j 6'� z AmmmElpip rr u 1 rnr�r�� U. M Iif .690 L_ 125 f y .062 L500 C .ISfi iYP. - - -.Oj 62 l25 � F9; � � O �- y 3.o00 1.500 .125 M q x 1A05 W2 ~ 4 m U F m 4.000 4.000 F.5 1.732 vl p 40 o ¢ O Z 3.000 3.062 3, co .I15 �' 0 0 a I2 X 4 TYPICAL 2.000 1.732 2.062 3 h 2 1�---a.500-I STD. TUBE WINDOW FRAME 2.000 Z j o O zy MULLION o o z p p 2X MULLION CLIP L a o 0 6063-T6 .188-T ,� .156� I 3 a 6 �.102 1.000 �.102 1.000 .156��A78-it I q 6.000 1.062 ].188 1.062 LIBB 1.062 +ti �' � 'L'� OPTIONAL NOTCH L \ 2 X 6 1 X a 1 X 3 7 X 3 7 X 2 7 X 2 Ea 0 / 57D. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION J U 6063-i6 6063-T6 6063-T6 6063-T6 6063-T6 Ixx: 2.070 in4 Izx: 1.000 in' Ixx: 0.450 in Izx: 0.370 in. Izx: 0.330 ina. a Sxx: 7.035 ina Sxx: 0.667 ina Sxx: 0.633 ins Sxx: 0.370 ins Sxx: 0.330 ins f� 5 2 z.00D� , z . (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME (FLANGE FRAME) � � S o I ANOARD TUBULAR ES p--2000 --may CiIFEVISF3> 04 d I I. WALL = U T2 ALL Bui!u ng C10Yl d lvilh the FllXtda U II ALLOY m 6063-T6 - 0 nG COde r-' . 25 E pi li.. � i W w -r .750 I r_z,I-.i . 14III - r b ��j'a/.4}n TYPICAL j 6 GLAZING PRODUCT .tea �I.DODy sy � F � � t .125Miai: a PrcM.urt C � E 1.000 y 2.000 .125 2.25 _ j-t.000 ,Q 6 .725 L 3.000 125 a.500 v a m a.000 t X MULLIGN CLIP 2.066 D.DDa a.000 n a� 6063-r6 L m 1X3 tX2 4e_N�c;m- MULLIONS CONTAIN LION STD. TUBE MULLION STD. TLIO` wts NOTCH AL {iODUCTS E063-T6 6063-T6OPTIONAL 2 X 6 L2 X 4a aaHORIZONTAL OR VERTICAL n. Ixx: 0.950 in. xz: 0.330 inns Sxx: 0.633 in Sxx: 0.330 ins W R N SEE WINDOW OR DOOR APPROVAL FOR STD. TUBE MULLION STD. TUBE MULL1014 0 6063-T6 6D63-TB a m u FASTENERS SIZES AND SPACING Ixx: 8.280 in' Ixx: 2.980 in! - Sxx: 2.760 ins Sxx: 1.490 ins RECTANGULAR ALUMINUM TUBE MULLIONS •` m 3 INSTRUCTIONS: USING MULLION PROPERTIES ONLY 6 USE CHARTS AND WWHS•A••3LL•VS.• • • • >64ft t07 Gt P9Zgy, THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT a • AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE P: ��'�� µ4¢�`�'' STEP 1 DETERMINE OESI! LOAD REOU•EO F(*EARIiUL•t ORNI �. • c� a Oj "°""" +.• q a • • • • • • • • • • COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. Nz,`° t��',.^° ;F.1•'o r NOTCH STEP 2'USE REOUREM LAVEDTS. CLAZIW PRODUMIS MEEI•IG A80.-LOIU • OPTIONAL • • • • • • • • • ! • y g y co STEP ,] USE CONNECTION TO MULLION AS PER PRODUCT L] -„ APPROVAL. NOTES: -:�� 'n ILI •: "� .125 MIN. Z v: STEP 4 SPECIFY MAXIMUM SHIM SPACING, O' �- t. REFER i0 THE GENERAL NOTES ON SHEET o •' 2.000 USING CHARTS N S OF 10 S Li SIZE 7 t. ALL CUPS AND ANGLES ARE TO FIT ST P �P jj Fy[ 1IyjLy • • • • • •1 OF 10 FOR BUILDING CODE COMPLIANCE. «. ' `` I �� WITH DESICN_FflITJiJC E'fHAN OEil6`F1 i0AD- iPIFIEO F �� I SNUG INTO TUBE MULLIONS. w STEP 1 Ov • 2• MULLIONS MAY 8E ORIENTED VERTICALLY OR o✓ •. .: J,Q I ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG uswc ANCHD TYPES DII SHEFj 6 jHRI.9 o•D ANCHSL ca!r5 HORIZONTALLY. 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9 E CT AWWR TYPE •vITH•DES•N •%TING • • 3! *EFER TO SHEET t OF 10 FOR TYPICAL MULLION :+A:.:< WI �e.000� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN?Hj ESIGN4.OADS SPECIF#D IN ST(lP I ABOVE. • • ' ARRANGEMENTS OR STACK CONFIGURATIONS. C] CLIP LENGTH MULL "L" 1 X 2 1.688' 1 X 3 2.638' ] x a 3.6 - ' 2 X 4 3.688' 2 X 6 5.686' ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • R 2X MULLION CLIP 6063 6 NO-L' \ 'L' OPTIONAL o 750 r -j __7 2.00D .Izs 2.250 4.500 IX MULLION CLIP 6063-T6 �.L.� NOTCH GopT,ONAL NOTCH OPTIONAL -.125 MIN. � ANGLE CLIP 1 6063-T6 - .062� .680 3l2 L000 r LsOa .125 I .608 �- L73 4.000 Fl .1I5 4.000 3.000 3.000 2 X 4 4.0003.625 3.000 Z.688 STD. TUBE MULLION TYPICAL WINDOW FRAME , JL. LD00 a6e1I loz Ij''' .156-�I IDz t X 3 LIe9- 2 x 6 F--1D:; I-t.06z� STD. TUBE MULLION i X 3 6.000 STD. TUBE 1 X 4 6BE M MULLION 1 X 4 SST , TUBE MULLION i X 3 CUSTOM MULLION CUSTOM MULLION 6063-r6. CUSTOM MU ION 6063-T6 6063-T6 6063-T6 4 4 Ixx: 2.168 in' Ixx: 2.218 in4 Ixx: 4.709 in. Ixz: 4.709 in' Izx: 2.168 In, Sxx: 2.355 ir� Sxx: 2,355 in3 Sxx: 1.445 in" Sxx: 1.445 in� Sxx: 1,479 ink 2.000 (FLANGE FRAME) I (FLANGE FRAME) (FIN FRAME) STANDARD TUBULAR SHAPES TYP_ WALL - A 25" ALL ALLOY - 6063-T6 (PICAL .AZING PRODUCT t.o6IT 4.00D MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CLIP LENGTH MULL %- 1 x 2 1.688' 1 x 3 2.66B' I X 4 3.688' 2 X 4 3,688' 2 x 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIl SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE. OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. t.625 LE 1s = � I LI . tipl;ucr iLliv f.D :s comSlYi^3 with tkw Florida 2 X 6 Z X 4 8uildi.9C.ada STD, TUBE MULLION STD. TUBE MULLION aamTimeWeNol$-05 rxrreli0n a 6063-T6 6063-T6 Ixx:19.648 ink Ixx: 7.649 in`. By>yTi yde cuduct-! Sxx: 6.549 in} Sxx: 3.825 in� RECTANGULAR ALUMINUM TUBE MULLIONS INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS JA IrRAP•• ie f ,44 • • • • • • • • • • • • • STEP 1 DETERMINE DES;JN LOAD 47WUIR`D F:R 1;-Iji.4IW:,IING. • THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE m mq w, STEP 2 USE APPROVED `iAZINf• VDU �5•ETr�c�eovE�oA�y • • COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. REQUIREMENTS, STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT NOTES: p y n �.0 FPPROVAL. .51E 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET ^� < aot USING CHANTS ON•STIECT 5 of tt1•sELEC1 RI.�LION sli! • • • • 1 Of 10 FOR BUILDING CODE COMPLIANCE oy' STEP SWITH DEIGN RATING•MORE THAtODEAN LO PECIF51 • IN STEP A A&VE. • • • • • • 2 MULLIONS MAY BE ORIENTED VERTICALLY OR . • Fao o USING A gCg, TYP N �I pp S�iEE'r6 RU Ary�tpp ALIHO C �ES5ICir HORIZONTALLY. Ix a ARTS STEP 6 ON SHEETs SELEC dF1CHOR 1TP€ ITH RATIN; I� REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION + • MORE THAW THE OESTGN LOADS SPCCIFIED Iaf STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • � rn � F E o O 4 Z n I e a o a U Z � mein 2 y Z Y E _ V) N Z � O Z F GZ] m i d � U I � z � a UI o ¢ O C U � w � H x'a STEEL REINFORCED TUBE MULLIONS REINFORCED TUBE MULLIONS Width w MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width w MULL SPAN 1 X 3 j 1 X 4 2 X 4 2 X 6 Width w MULL SPAN 1 X 3 1 X 4 2 X 4 I 2 X 6 18 38- 318" 125.0 125.0 125.0 125.0 18 74-114" 125.0 125.0 125.0 125.0 18 120" 44.0 95.7 125.0 125.0 24 125.0 125.0 125"0 125.0 24 139.5 125.0 125.0 125.0 24 33.0 71,8 116.6 125.0 30 125.0 125.0 125.0 125,0 30 111.6 125.0 125.0 125.0 3D _ 26.4 57.4 93.2 125.0 36 125.0 125.0 125.0 125.0 36 93.0 125.0 125.0 125.0 36 22.0 47.8 77.7 125.0 42 125.0 125.0 125.0 125.0 42 79.7 125.0 125.0 125.0 42 18.9 41.0 66.6 125.0 48 126.0 125.0 125.0 125.0 48 69.7 125.0 125.0 125.0 48 16.5 35.9 58.3 149.7 54 125.0 125.0 125.0 125.0 54 62.0 134.E 1 125.0 125.0 54 31.9 51.8 133.1 60 125.0 125.0 125.0 125.0 60 55.8 121.2 125.0 125.0 60 28.7 46.6 119.8 66 125.0 125.0 125.0 125.0 66 50.7 110.1 125.0 125.0 66 26.1 42.4 108.9 72 125.0 125.0 125.0 125.0 72 46.5 101.0 125.0 125.0 72 23.9 38.9 99.8 78 125.0 125.0 125.0 125.0 78 42.9 93.2 125.0 125.0 78 22.1 35.9 92.1 18 50-5/8" 125.0 125.0 _ 125.0 125.0 18 84" 1 128.4 125.0 125.0 125.0 18 132" 33A 71.9 116.8 125.0 24 125.0 125.0 125.0 125.0 24 96.3 125.0 125.0 125.0 24 24.8 53.9 87.6 125.0 30 125.0 125.0 125.0 125.0 30 77.1 125.0 125.0 125.0 30 19.9 43.1 70.1 125.0 36 125.0 125.0 125.0 125.0 36 64.2 139.5 125.0 125.0 36 ' 16.5 35.9 58.4 125.0 42 125.0 125.0 125.0 125.0 42 55.0, 119.5 125.0 125.0 42 30.8 50.0 128.5 48 125.0 125.0 125.0 125.0 48 48.2 104.6 125.0 125.0 48 27.0 43.8 112.5 54 125.0 125.0 125.0 54 42.8 93.0 125.0 125.0 64 24.0 38.9 100.0 60 125.0 125.0 125.0. 60 38.5 83.7 135.9 125.0 60 - 21.6 35.0 90.0 66 r13 125.0 125.0 125.0 66 35.0 76.1 123.6 125.0 66 - 19.6 31.8 81.8 72 125.0 . 125.0 125.0 72 32.1 69.7 113.3 125.0 72 18.0 29.2 75.0 78 125.0 125.0 125.0 78 29.E 1 64.4 104.6 125.0 78 16.6 26.9 1 69.2 18 57" 125.0 125.0 125.0 125.0 18 96" 86.0 125.0. 1 125,0 125.0 1 18 144" 25.5 55,4 89.9 125.0 24 125.0 125.0 125.0 125.0 24 64.5 140.1 125.0 125.0 24 19.1 41.5 67-5 125.0 30 125.0 125.0 125.0 125.0 3D 51.6 112.1 125.0 125.0 30 15.3 33.2 54.0 138.6 36 125.0 125.0 125.0 125.0 36 43.0 93.4 125.0 125,0 " 36 27.7 45.0 115.5 42 125.0 125.0 125.0 125.0 42 36.9 80.1 130.1 125.0 42 23.7 38.5 99.0 48 125.0 125.0 125.0 125.0 48 32.3 70.1 113.8 125.0 48 - 20.8 33.7 86.6 64 137.0 125.0 125.0 125.0 54 28.7 62.3 101.2 125.0 54 18.5 30.0 77.0 60 123.3 125.0 125,0 125.0 1 60 25.8 56.1 91.1 125.0 60 16.6 27.0 69.3 66 112.1 125.0 125,0 125.0 66 23.5 51.0 82.8 125.0 '" 66 15.1 24.5 63.0 72 102.8 125.0 125.0 125.0 72 21.5 46.7 75.9 125.0 72 22.5 57.8 78 94.8 125.0 125"0 125.0 78 19.9 43.1 70.0 125.0 78 20.e 53.3 18 63" 125.0 125.0 125,0 125.0 18 108" 60.4 131.2 125.0 125.0 18 1501, 22.6 49.0 79,6 125.0 24 125.0 125.0 125.0 125.0 24 45.3 98.4 125.0 125.0 24 169 36.7 59.7 125.0 30 125.0 125.0 125.0 125.0 30 36.3 78.7 127.9 125.0 30 29.4 47.7 122.6 36 125.0 125.0 1 125.0 125.0 36 30.2 65.6 106.6 125.0 36 24.5 1 39.8 102.2 42 130.5 125.0 1250 125.0 42 25.9 56.2 91.4 125.0 42 21.0 34.1 87.6 48 114.2 125.0 125.0 125.0 48 22.7 49.2 79.9 125.0 48 18.4 29.8 76.6 54 101.5 125.0 125.0 125.0 54 20.1 43.7 71.1 125.0 54 16.3 26.5 68.1 60 91.3 125.0 125.0 125.0 60 16.1 39.4 64.0 125.0 60 23.9 61.3 66 83.0 125.0 125.0 125.0 66 16.5 JE32.8 35.8 58.1 147,0 66 21.7 55.7 72 76.1 142.4 125.0 125.0 72 15.1 53.3 134.8 72 19.9 51.1 78 70.2 131.4 125.0 125.0 76 - 30.3 49.2 124,4 78 18.4 47.2 I GLAZING PRODU T IIII GLAZING PRODUCT HORIZONTAL MULLION • • 000 • • • • • • • _ TYPICAL:4ULLION :RRA%:MENTS PRODUCT • • • ��CLAZING - • • • i 3 • • • • • • • • • • • ARCHES TO BE INS(✓RIBED • • • • • • • • INSIDE RECTAN9AI4gR SHWT• • • • • • • • • NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED N VERTICA LY OR HORIZONTALLY. GLAZING GLAZING • • • PRODUCT PRODUCT (INTER° ATlbb • BETWWA WI(1 : ALLOO C) • • • • • • • • • WID-1�i 1w) •� W1:1 W2 . . . . . • MULLION SPAN �. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED "s amnPlYiM13 -iM Ilm 006dn Building Coda Acrtplaice Tlo 18' F I.riior. Dm L4�1�✓� z o o z M 0 / 7 fzT z o y a m V p V O p 0 o C e O a zw u o a g O O Z o z z `x C V a0 i s 3 .a7 w a O i � � w a I s Q � U z Q O aQ z z z 4 � 2 a o d � w NH F�1 M F � � Lb m � F F N z f A e E o � a HI a uI ol9l �i WI" I 5/16" TAPCONS 1 1/4" MIN. 1-1/2" MIN. WOOD PENETRATION CUP (I ON EACH WING) 3/4" MIN, 1 1/4" MIN. 2 By II WOOD BUCK ! ! 5/16" TAPCONS 1-1/2• MIN. WOOD PENETRATION I PER ANGL \Z I 5/16" TAPCONS 2 1-1/2" MIN, WOOD PENETRATION- 5 1 PER AN N p-j-- I� it 11 I1 I Lim it 11 FLOATING CLIP I I 11 2 X 2 X I/6' it 11 ALUM ANGLE II II 1 11 Ell"' 2 BY 2 X 2 X 1/B"WOOD BIY.,K AWM ANGLE ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 5/I6' TAPCCNS 1-1/2" MIN, WOOD PENETRATION :LIP (2. ON EACH WING) wooD BucK — LI � 1 ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 5/16" TAPCONS 1-1/2- MIN. WOOD PENETRATION 2 PER ANGLE CLIP MIN. EDGE DIST. /16" CONCRETE OR OLLOW BL CK 5/16" TAPCONS 5/16- TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY O 3/4" 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE to {p MIN. D Z Y II II II II � Z t z �/1s" t1 Ii II n o 0 a MIN. 11 it ii ii m za : I------------- 1 WOOD BUCK j' J 1X FLOATING CLIP I I I I 2% 2 X 1/8' N I I 1 U LI ALUM ANGLE \ I I I 1 1 1 I I I 1 I { I I ANCHORS TYPE 'D' (INTO BLOCK) z ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK All CLIPS AND ANGLES TO FIT SNUG NTO TUBE MULLIONS. INTO CONCRETE OR BLOCK N I"x a TAPCONS MAY BE HEX OR FLAT HEAD. i 4" & 2"z4" MULL W a � o MIN. EDGE DIST. E+ 2-3/16" CONCRETE OR U1) n 4" HOLLOW BLO K 6' DNS 5/16- TAPCONS v Z 1-3/4" MIN. END lAASONRY 1-3/4" MIN. EMBED INTO MASONfiY Q 2 PER CL/F ON EACH WING) t PER M1GLE 1 N 2r ppa P iI II I I u s w w_ II 11 1, it 5 � xQ U II c I--------- I WOOD BUCK 1. IX FLOATING CLIP I I 1 1 2 X 2 X Ir b m p i 1 u u ALUM ANGLE N I I I { LJ b O\\ N � \ W u 2 2 ANCHORS TYPE 'C' (INTO BLOCK? • Q m U •• •• •` ANCHORS TYPE 'F' INTO CONCRET •• •,•ti•lai•M� • 2 ANCHORS THRU 1X BUCK • • • • 1 INTO CONCRETE OR BLOCK .>,i•� " •:Js �,>';� ° ' `..��s, • • • try.; �i ., r— 2 X 2 X 1/8" •" ALUM ANGLE 1 1 '`.. r.�. • • • • n 1 I�-•Y•____ 1 PRODUCTRIEVISFA :ic cnmPlYigg Wilk life FloriTla •, : o, .. •,` .'-s,l • • • ' • :,cceplcnce No! � F'r✓�C; ,• ::r;:-a+ 1 • • I• • • • • • • • A��.• • AR ER�TE • • • a 1' - r4 ...... II'� gNCHOR LOCATION "liaml �u)e }hvdbct d Ll ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16 TAPCONS MIN. EDGE DIST, 1_3/4" MIN, EMBED INTO MASONRY 2-3 NC-RE:TOR 2 PER CUP (1 ON EACH WING) 5/16` TAPCONS 4' HOLLOW BLO�K 3 1-3/4" MIN. EMBED INTO MASONRY PER ANGLE MIN. o n n n II n x :2{ ` CONCRET\OR CEMENT BLOCK n li ij CONCRETE OR IL-�1 CEMENT BLOCK L J II n II it III---___ 2 z x-_- 1 11x I \ I I I 1 I FLOATING CUP I I I I II II1 ALUM ANGLE U U 1 1 I I MULL ANCHORS TYPE 'C' (INTO BLOCK n 1 ANCHORS TYPE 'F' (INTO CONCRETE) 'I i 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK n n 1 L - ALTERNATE MULL I I ANCHOR LOCATION � I6" 0 Mil INTO 2 1` ^" `lACH WING) 711, 1-3/4' INTO MASONRY - I MIN. EDGE DIST. 2-3/ TE OR 5/16" TAPCONS 5/16' TAPCONS ' 4'• OLLOW BL CK 1-3/4" M:N. EMBED INTO MASONRY l PER CUP (2 ON EACH WING) 1-3/4• MIN. EMBED INTO MASONRY 2 PER ANGLE O j 1O 1D 4" D 0 1 MIN. ' a Noah i z r i N 11 1 I f II II CONCRETE OR 11 I 4` iL-jI -- -------- I� CEMENT BLOCK II II B• - ' 11 11 U U ALUM2ANGLE FLOATING CLIF \ 1 2 7 16 I I I I I MIN. 1 I I 1 3 1 4" MIN. MULL ® Z ANCHORS TYPE 'D' (INTO BLOCK) ul ° w ° ANCHORS TYPE 'O (INTO CONCRETE) o 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK [� 1 %4" & 2"x4" MULL N y • X I I I Q MULL I I F I �LOATING CLIP " \ CONCRETE OR CEMENT BLOCK �_-' 1u ily II I II II 4 - • • . 65/16" • N � S w O y 1 TAPCONS 2' E O E 8 o m #12 SMS 2 PER ANGLE 1-3/4• MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) u • • •• • • • • • •• • • • • w% A� o a.z_L`L.`vi' •0> b �•; 0.101 ALL CLIPS A (PAN : TQ JI= SN}tl� • INTO TUBE fLL10 TAPCONS MAY BE HEX OR FLAT HEAD. • I . xOUt1C7I 6LVISEZ) [WATIPS LIOR ANGLGS @DNN TED DI CT Y TO ax a±: 1plyirlg lriQl tM: Florida FC Rfi I• AyfSO�NRY TQ�BE OTECTED BultdiNG 1 ALKALI- FiESISTANT• COATI NW, IEUCH•AS BITUMWOUS PAINT OR Acaptanct NuE " -WHITE METHACRYLATE•LACOSER.• • • • • • ). atiun TY4fe •� • • • • • •• uY / EMBED • • • • • • „1 I ANGLE Mlmui act 1•` • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • MIN. EDGE DIST. �. 2-3/16" CONCRETE OR 2%6 MULL 5/16" TAPCONS 1-3/4- MIN, EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) CLIP LENGTH MULL "L" 2 X 4 3688- 2 x 6 5.688- i MULL 5/16- TAPCONS MIN. EMBED INTO MASONRY / \ 4 PER CLIP (2 ON EACH WING) \ 1 3/4" MIN. EDGE DIST- 2-3/16" CONCRETE OR CLIP LENGTH MULL "L" 2 X 4 3,688, 2 X 6 5.688" 5/16" TAPCONS 1-3/4- MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) i MULL 5/16 TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4" MIN. U F . z H C 'n c V` c 2%6 MULL - — 1P � 6 w 4 C ----------- NH W (~ a Ul u 4• __________ M Q 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCKS \5 INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETES ANCHORS TYPE E (INTO BLOCK TAPCONS MAY BE HEX OR FLAT HEAD. wooD B118Yc 4 ANCHORS THRU 1X BUCK ANCHORS TYPE H' (INTO CONCRETES CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO 8E PROTECTED INTO CONCRETE OR BLOCK 2"X6" MULL SHOWN ANCHORS INTO CONCRETE or BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I 2"X6" MULL SHOWN WATER -WHITE METHACRYLATE LACQUER. • •• • • • • ••• • •• ••• •• • • • •• PI20UDCT REVISED as ...:plying witb the FI ida • • • • • • • • • • • • • • 3aiiding Code • • • • • • • • B%pi; xti Date • • •• • • • • • • •• RJ • • • • • • IgI&70ad-- Pcodnct Gontryf" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. EDGE DIST. 5/16' TAPCONS 2-3/16" CONCRETE OR 1_3/4' MIN. EMBED INTO MASONRY 3-3/4" 4;' HOLLOW BLOCK �4 TOTAL (2 ON EACH WING) MIN. 1 1 i t I I 1 1 I I I t 1 2 7/16" 1 1 1 1 1 1 MIN. 2xa or 2.6 Mun i : 1 t 1 1 1 I I 2 X 2 X IE L_____________J lJ IL ALUM ANGLE I I I I I 1 I 1 I 1 I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WRITE METHACRYLATE LACQUER. MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW RI.00K LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/I6' TAPCONS 1-3/4• MIN. EMBED INTO MASONRY 2 PER ANGLE I 1 3/4" O 5/8."(2) I #14 SMS i 3 4 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MULL "L" 1 X 2 1.686' 1 x 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688" t. AlL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS" SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY B 14 S.M.5. 2/ CHANNEL [TUBE MULLION #12 F.H. S.M.S. f 2/ SIDE I I 1/dam THIC% ALUM CHANNEL I LENGTH TO FIT SNUG I I INTO MULLION NBE MULLION I I #14 FH sus 2 PER CLIP ACCESS HOLE 1-t/2' O.C. MIN. ----- - --- ------ ----- ______ _____ I 1 1 1 THIS SCREW CAN BE 1 I 1 INSTALLED It. EITHER I I tT12 FH SMS 1 DIRECTION I I 2 PER CUP 1 I 1 1' O.C. MIN. I I I I 1 I I I 1 1 1-3/4" X 2" X 1/8' (FOR 2BY TUBE) jl 3/4' X 2' X 1/8' FOR (IBY TUBE) ALUM ANGLE • • • • • • • CUT TO FIT SNUG INSIDE TUBE i ••i i i•i •• ANCHORS TYPE 'I' • • • • • • • • METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE '1' TO VERIFY CAPACITY OF CONNECTION F;ZOD(JCT PFVISP!) rt;c_p4yirnwith the Fk idx ALL dCUrs ;vD ANGLES•TO F46T SNUG 1:oBdiny Cl. I, 44T0& TUBRO MULUONS.• • Accep+ -- No • 9APL•ON9 MAY OE HEX OR FM T. HEAD. .':zpimticla ihtc ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • h a o M I z N Ol C! J .0 n Z W a 3 h Z w a En z " oz o z 4 LO i d 3• r-7 ,J. -3 a Cl J a F U E GO i Z 5 z 4 a zIL 3 I'd E- U a V) � Q C Q S ANCHO ANCHOR D?AP- ANCHOR TYPES R.AIw�111111IR 7llf��ll��CHOR TYPES �lf!!1• n71+1w�17711A'S71f111��'r��lCl�•!.1•'!_1•�f�� nr•�rnwn�a•ll7www�Cw��ll�ft•�1• 18 38318 125.00 125.00 125.00 125,00 1250C 1 125.00 12500 125.00 12500 1 18 741/4 90,72 125.00 125.00 125.00 125.00 125.00 12500 125.01 125.00 18 120 56413 11227 129.07 125.00 125.00 14427112500 12500 12500 24 30 131.65 125.00 12500 12-00 125.00 125,00 125.00 125,00 12500 24 68.04 13608 125.00 125-00 125.00 12.500 125.00 12500 125.00 24 42.10 84.20 96.80 145,60 125,00 108.20 125.00 12500 115.70 705.32 125.00 125,00 125.00 125.00 125.00 125A0 1250D 125.00 54.43 108.86 125 12500 12500 139.89 12500 12500 149,59 30 33.6E 67.35 77.44 116.49 125-W 86.55 13024 12500 92.0 36 .42 $7.77 125.00 125.00 12500 12500 125DO 125.00 425.00 125,00 45.36 90. .30 125.00 125.00 16.5 mo-O 12SDO 124.6E 36 26.07 56.13 64.53 97.07 1�.90 7213 tO8.53 14420 7713 75.23 125.00 125.Ca3 125.00 125.00 125.00 1250D 12500 126,00 d2 38.8E 7776 134.4E 125. 9992 12500 125.00 10685 42 24.0E 48.11 55.31 832D 110.57 61.63 9103 12360 E6.1t 48 54 65.ffi 731.65 124W 125.00 12500 125.00 12500 125.00 125.00 34.02 68.04 117.6E 12500 131.56 125.00 93.49 48 21.05 42.10 48.40 7280 95.T 54.10 81.40 108.15 57.85 58.51 117.02 134.53 1250D 12500 12500 125.DO 125,00 125.00 64 30.24 60,4E 09.53 iD4.58 13899 77.72 116.94 125,W 8311 64 18.71 37.42 4102 64.71 86.00 48.09 7236 96.13 51,42 60 56 52.6E 105.32 121.08 125.00 125.00 125.00 12500 12500 144.72 60 27.22 54A3 EZ58 9413 125.09 69,95 105.24 139.83 74.80 60 16.84 13.68 38.72 5824 77.40 4328 6512 8552 4628 47.87 9574 11007 125.00 125.00 125.00 125,00 125.00 131.56 66 2474 49.48 56.89 E57 113.72 63.59 95.68 127.12 6800 66 15.31 30,62 35.20 52295 70.36 39.35 5920 78.65 42-07 72 78 43.88 8777 100.90 125.00 125.00 125.00 12500 125.00 120.60 72 226E 45.3E 5215 78.44 10424 5829 8770 116.53 6233 72 14,03 28.07 3227 4853 64.50 3507 5427 72.10 38,57 40.51 81.01 93.14 140.09 12500 104.11 125.00 12500 111.32 78 20.94 41.87 48. 14 7240 9622 53.81 809E 107.5E 57.54 78 12.95 25.91 29.78 44.80 59.54 33.29 50.09 6655 35.60 18 24 50518 133.0E 125.00 125.00 125.00 125_00 125.00 12500 125.00 125.00 18 84 80.19 125.00 125.0D 125,00 12500 1250D 125.00 12560 125.00 18 132 51.03 1020E 11733 125.00 125.00 131.15 12500 12500 140.24 99.79 125.00 125.OD 125.00 125.00 125.00 125.00 1250D 1FOO 24 60.14 12029 13829 125.DO 125.00 125.00 12500 12500 12500 24 3827 76.5E B8.00 13236 125.00 98.3E 148.00 12EOO 10518 30 36 79.63 125.00 125.00 125.GO 125.00 12500 125-OD 125.00 125.00 30 48.11 %,23 110.63 M-00 125.00 123.66 125A0 125.00 13223 30 30.62 61.24 70.40 10589 140.73 7869 118AO 12500 84.15 66,53 133.06 125.OD 125..00 12500 125_00 125.00 125-OD 12;.00 36 40.10 60.19 9219 138,67 125.00 10305 125.00 12500 11C.19 36 25.52 51.03 58,07 W24 117.Z7 65.58 9867 131.09 7012 42 48 57.02 114� 131.12 125.00 12500 146.56 12500 12500 125.00 42 34.37 68.73 7402 118,86 125.00 BB33 13290 125.00 94.45 42 21,87 43.74 50.29 7564 100.52 58.21 84.57 11Z36 60.10 49.90 9979 114.73 125.00 125,00 128.24 125.00 125.00 137.13 48 30.07 60.14 %14 104.00 138.21 7729 116.29125.OD 8264 48 19.14 38.27 44.0D 66,18 8795 49.18 74DO 98.32 5259 64 60 44.35 68.70 101.98 125-00 125.00 11399 125.00 125-00 121.89 64 26.73 53.4E 61.4E 9244 122 68.70 lOa37 13733 73,4E 64 17.01 X02 39.11 5883 7818 43.72 657E 87-V 4675 39.92 7R83 91.78 M,05 125.00 1OZ59 125.OD 125.00 109.70 60 24.06 48,11 55.31 83.20 11057 61.83. 93.03 12160 6611 60 15.31 3D.62 3520 5295 70.36 39.35 59.20 7865 42.07 66 72 3629 7258 83A4 125.50 125.00 9325 140.&1 125.00 99.73 66 21.87 43.74 50.29 7564 100.52 %21 84.57 11236 60.10 66 13,92 Z7.83 3200 48.13 63.97 35.77 5182 71.50 38,25 33.23 65.53 76.4E 175,04 125.00 8549 12$B3 125.00 91A2 72 20.0E 40.10 46-10 89.33 9274 5152 77.52 103.00 55.10 72 12.7E 25..4 29.33 44.12 5854 3Z79 49.33 65.5E 35.0E 78 3D.71 61.41 70.60 10619 141.13 76.92 17874 125.00 84.:i 78 16.51 37.01 4255E 64.00 85.05 47..`�fi 77.5E 950E 50.85 78 17.78 2355 27.0E 4073 54,13 30.27 4_`•.54 60.50 323E 18 24 57 118.1H 125.00 125.00 125.00 725.00 12500 125.00 125.00 125.00 18 96 70.77 740.33 125.00 125.00 725.00 12`.DO 125.00 125.00 12500 18 144 45.7E 03.5E 107.5E 125.U0 126.00 720.22 121. 12500 128.5E 86.63 125.DO 125.00 12500 125.00 12500 125.00 725,00 12500 24 52.63 105.2E 121.00 1250D 12500 13525 12500 12500 144.63 24 35.0E 70.17 80.67 121.33 125.00 90.17 135.67 12500 96.42 30 36 70.91 141.81 125.00 12500 125.00 12500 125.00 125.01 125.00 30 42.10 842.0 90.60 145.60 12500 108,20 125.00 125.00 115.70 30 28.07 56.13 r34.53 97.07 129.00 7213 if 06.93 144.20 77.13 59.09 118.18 135.86 125.00 125.00 125.00 125.00 125.00 125.00 36 35.08 70.17 80.67 121.33 12500 W017 13567 125.00 96.42 36 23.39 46.7E 1 53.78 80.89 10750 60.11 90.44 120.17, 04.28 42 50.65 101A 116.45 125.00 125.00 130.17 12500 125.00 139.19 42 30.07 60.14 09.14 104.00 138.21 77.29 11829 125.00 6264 42 2.0E 40.10 46.10 69.33 9214 61.52 77.52 103.00 55.10 48 64 44.32 88.63 101.89 125.00 125.00 113.89 12500 12a00 121,79 4B 26.31 52.63 60.50 91.00 12094 67.63 10175 135.19 7231 48 17.54 35.08 40.33 60.67 80H7 45.08 d7.83 90.13 4821 3939 78.78 00.57 13523 125.00 101.24 i25.00 125.00 108.26 64 23.39 46.78 53.78 80.89 70750 6011 90A4 120.17 6428 64 15.59 31.19 35,85 5393 71.07 4607 60,30 80.11 4285 60 66 35.45 70.91 8152 12281 125.00 91.12 137,09 125,00 97A1 60 21.05 42.10 48.40 7280 96.75 54.10 81.40 108.15 57,85 60 14.03 28.07 32.27 48.53 64.5D 36.07 5427 7210 38.57 32.23 6446 74A1 111A6 14813 8283 1124a3 125,00 88,57 66 19.14 3827 44,00 66A8 87.95 49.1E 1 74.00 98.32 1 52.59 66 12.76 25.4 29,33 44.12 58.64 32.79 49.33 6555 35.06 72 78 29 _4 5409 6793 IM18 135.79 76.93 111425 125.00 81.19 72 17.54 35.0E 40.33 60.87 80.63 45-08 1 6T83 90.13 4821 72 it 69 2139 26.69 4044 5375 30.06 45.22 60,06 3214 2727 E454 6270 91.32 125.34 7009 1105.46 140.11 74.9E 76 16.19. 32.38 37.23 56.00- 74A2 41.62 62-62 8119 44E0 78 10.79 21.E9 24.82 37,33 49.62 27.74 41.74 55.46 29,67 ' 18 24 63 106.92 1 25.001 125.00 125.00 12500 125.00 125W 125.00 125.00 18 108 62.37 124.74 14141 12500 125.00 125.00 125.00 125.00 125.00 18 150 44.91 89.81 103.25 12503 125,00 115.41 173.65 125.00 123.41 80.19 125.00 12500 1250) 125.D01 12600 125.00 125.00 125.001 24 46.78 9156 10755 125'00 12500 12D.22 12-;DO 125.00 128.5E 24 33.68 67.36- 77.44 116 48 125 00 86 5E 730.2A i 125.00 925%i 30 36 647E 128„0 147.50 125,00 125.00 125.00 12500 125.00 25.001 30 37.42 74.84 86.04 129.42 1250D 95.18 144.71 12500 102.84 30 25.94 53.89 61.95 93.1E t23.84 6925 104.19 13643 740E 53.46 106.92 12292 12500 121,601137.40 125.00 125.00 146--21 36 31.19 62.37 71.70 107.85 143.33 80.15 120.59 125CG 6570 35 2245 44.91 5t.63 77.6E 103.20 1 86.83 11536 61.71 42 45.82 91.65 105,36 12500 125.00 117.77 125.00 125.00 125.93 42 28-73 53.46 - 61.4E 9Z44 12286 6870 103.37 137.33 734E 42 19.25 38.49 4425 66.5E 8846 6 @28 74.42 98.88 5289 48 54 40.10 8019 92.19 13867 125.00 103.05 125.00 125.00 110.19 48 2339 46.78 53.78 80.89 107.50 60.11 90,44 120.17 64,28 48 16.84 33.68 3832 ;8.24 77.40 65.12 933.52 452E 35.54 7L28 81.95 12326 12500 91.6D 137.82 125.00 97.95 64 2039 41.58 47.80 71,90 95.56 5143 BO-40 10681 57.14 64 14.97 29.94 34.42 51.77 6980 38A7 57.88 76.91 41.14 60 66 3Z08 64.15 7375 11093 147.43 8244 124,04 125.OD 88-15 60 18.71 37.42 43,02 64.71 86A0 d8.09 72.3E 96.13 5142 60 13.47 26.94 30.98 46,% 61.92 34.62 5210 6922 37.02 29.1E 58.32 57.0E 100.8E 114.L 74.94 112.70 14482 80.14 66 17.01 3CO2 39.11 58.83 78.1E :32 65.7E 8739 46.7E 68 1225 24.49 28.16 42,36 56.29 31.4E 47.36 6292 33.6E 72 78 26.73 53.4E 61.46 .44 1226E 66.7D 103.37 13733 73.46 72 15.59 31.19 358E 5393 71.v7 40.07 80.30 80.11 428E 72 11.23 2Z45 25.81 38.83 51.60 288E 43.41 576E 308E 24,67 4R35 56.73 6533 113.4E 63.41 95.d1 126.77 67.81 78 14.39 2839 33,09 447E 65.1E 3699 55,6E 73.9E 39E6 78 10,3E 20.73 23.83 3584 4763 2683 -00.07 53.24 284E ' VERTICAL Z V AIULUON J GLAZING GLAZING g PRODUCT PRODUCT V ANCHOR/CUP- W z n ANCHOR/CLIP ,-HORIZONTAL MULLION O gPRODUCT AZING ODUCTU0 HOR/CLIP F- w i N2 I HORIZONTAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS ANCHOR CLIP NOTES- 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, •7�, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TQ•CAA••M:I\B:V4FV j0At (tSIJI11PRESSURE 3. SELECT 7R�.OR Rcb �-IEJEf R TlICAJRMORE OPENING. THE DES(G LOA0!j 4. ANY ANCA@R CCRDITION91HOVA HLRZEPI *W COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALI-OWED. • ••• • ••• ••• ••• • • •• • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT RF.V ISM .%-11piyi ._ xiU, LF.r r l=WI, Uniidinl; we'r r�� A�teexance Tio �$'Q.�.4 y C O � o p oU I F N a m U � z o Z�z a z o z � W � � a ull o Jj ¢ o H a [� Ul ti z a \ kk A � U MIAMI-KE DEP-A• IVI�Ai OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CO MINISTRATION DIVISION NOTICE OF A CEPTANCE (NOA) Lawson Industries, In . `& 01 NW 90" Stree MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—Product Control Section to be used in Miami=Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to Qerfo;m in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ.may.immedf Stet}* Tevoke6 ..... modify, or suspend the use of such product or material within their jurisdiction. RER rhws e: the .right tp revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this lmo`luct o;aatarial fails...:. to meet the requirements of the applicable -building -cod, . • • • • • •• This product is approved as scribed herein, and has been designed to comply with th@ •Pl%i Wirt- Code' • including the High Velocity urricane Zone. .... . .. ..... ...... .. . ..... DESCRIPTION: Series "La orte" 8�'- 0" Outswing Glazed Aluminum French Door%-! ji M.I. • � • • • � � • • • • APPROVAL DOCUMENT: D awing No`�� 03 Rev G, titled "La Por -tell �feg&4 Ou wing Door", • • sheets 01 through 06 of 06, prepare y the manufacturer, d-1 1�102 and last revisrr&on ov 21r201I,signed"••' and sealed by Thomas J. Sotos, P. E., bearing -the Miami —Dade County Product Control So*ctiaJ Renewal stamp wile a e.: the Notice of Acceptance number and Expiration date fiy the Miami —Dade County Product Control Sect *on! • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) charts VS door sizes and glazing in sheet 2. See lock option VS DP in sheet 3. 2. See glazing details in sheet 5. For the glazing detail 42 (The 1/8 temp lite is oriented at exterior side in insulated laminated glass make-up). 3. Applicable door egress requirement to be reviewed by Building official LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #17-1212.09 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAMI•DA ,COUNT? ...� � 0�oo NOA No. 18-0503.06 ExpiratioriDate: June 05, 2023 Approval`�ata:—June-0 , 8 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte —Impact French Out —Swing Door", sheets Ol through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, 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, TAS 203'94 ...... . .. ...... along with marked —up drawings and installation diagram of aluminum" V.%t� wing French door, • prepared by Hurricane Engineering & Testing, Inc., Test Reports No.JdE,TI-11,-32(11, issued•••; on 01/06/2011, signed and sealed by Candido F. Font, P. E. • • • • • • **Go • •; • • • (Submitted under NOA No.11-0202.03) . .... ...... 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 2�—• 4 • 2) Large Missile Impact Test per FBC, TAS 201-94, ....;. 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94• * •' • along with marked —up drawings and installation diagram of aluminux f Outmingf%ftgh door, • prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI49-2623, HETI-09-2645, HETI-09-2624 and HETI49-2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA .No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—T095 and HETI-02—T090, issued on O1/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) Is aq I. Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI42-1726, HETI42-1728, HETI-02-1736, HETI42-1742, HETI-02- 1763 and HET142-1765, issued on 01 /14/2003, all signed and sjale�-ty RAW K Droc— • • - Seda, P. E. • • • •. • . (Submitted under NOA No. 03-0219. 01) ••��• •• •••••• 900:09 C. CALCULATIONS • .... . .. ..... 1. Anchor verification calculations and structural analysis, complying %tWFtC, prcMt� by tht; • • • manufacturer, dated 12/12/02 with the latest revised dated 07/02/Tbi:T$ned and*sealed 6y Thomas J. Sotos, P. E. • . . . . ...... (Submitted under NOA No.10-0128.04) • • • 2. Glazing complies with ASTM E1300-98/ 04 • • • • • D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 51h Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC- 2010 and AAMA 10l/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) Ishaq 1! Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-02OZ 03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI49-2623, AETI49- 2645, HETI49-2624 and HETI-09-2646, issued by Hurricane Engingo ng &'Testing, Ine `• •; • dated 10/22/09, signed and sealed by Candido F. Font, P. E. ...... . .. ...... (Submitted under NOA No.10-0128.04) ...;.. 6. Laboratory compliance letter for Test Reports No.'s HETI-04-18�j- HETJ"4-1896A; HETI44-1896B, HETI44-1377, HETI-02-T095, HETI-02 T@90, HATI-82-12-56p,; • • HETI42-1.726, HETI42-1728, HETI-02-1736, HETI-02-17TA-BETI-071763 aAd... HETI-02-1765, issued by Hurricane Engineering & Testing, Iy ,,: �i ted 01714/03 ando;: 03/08/04, all signed and sealed by Rafael E. Droz-Seda, P. E. : ' : . . 0 * 0 0: 0 (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 134328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8`-0" Outswing Aluminum French Doors - L.M.I.", approved on 06/06/13 and expiring on 06/05/18. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD-2003 Rev G, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6`h Edition) code compliance and update of glazing interlayer. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq 1. Ch nda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 ' . u uraray America., Inc. for their "Trosifol Ultraclear, Clear and Color P Glass Interlayer 'expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformanc to FBC 2017 (6th Edition) and " o financial interest" dated 11/17/17, prepared by the man ac er, signed and sealed by Th as J. Sotos, P.E. G. OTHER • . 1. This NOA revises # 14-0908.07, ex 'ring 06/0 / 18. • • • • ; • • r • • • . 3. New Evidence submitted. • A. •••• •• • DRAWINGS • • • *900 1. Drawing No. FD-2003 Rev G, titled "La Porte —Impact French Out—Swiiag!Dopr", sheet&0l ..:..' through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on llov3r, 201 �� • •; • signed and sealed by Thomas J. Sotos, P. E. """ ' . . . . Note: This revision consist of' Nio change". • • • • • • ...... B. . • . .. • Test • • 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file #17-1212.09) 1. Statement letter of conformance to FBC 2017 (01 Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Lab compliance as part of the test report. G. OTHER 1. This NOA renews NOA 417-1212.09, expiring 06/05/23. Ishaq 1. Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-4 IMPACT FRENCH OUT -SWING DOOR DILL OF MATERIALS rrzm I: DRW'G f I PART II READ. I DESCRIPTION REMARKS 1 L-901 Lit-09e 1 IFRAME HEAD 6063-T6 ALUMINUM L-902 LII-097 1 FRAME SILL 6063-T6 ALUMINUM L-903 LII-090 2 M FRAJAMB 6063-T6 ALUMINUM L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM ri2 L-906 LII-692 2 x panel PANEL TOP & BOTTOM RAIL 6063-T6 ALUMINUM L-907 LII-091 1 x panel HINGE STILE 6063-T6 ALUMINUM L-905 LII-094 1 x panel LOCK STILE 6063-T6 ALUMINUM L-909 LII-095 2 x panel TOP & BOTTOM RAIL ADAPTER 6063-TS ALUMINUM L-911 LIT-085 AS REQ'O 114 ROUND ALUM BEAD - 7/16- 6063-T5 ALUMINUM 10 L-912 1-I1-087 AS REWD 1/4 ROUND ALUM. BEAD - 3/6' 6063-TS ALUMINUN 11 FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 60634i ALUMINUM 12 VWS-001 TP 3286 AS REDID.- Bulb Vihyt Vts'p.-Tenn Plastics, Inc. See Mater4ot Canposltlen at Sheet 6 13 PWS-00t AS REOD. WTS'P. 8 TOP/BOTT. RAILS Schlegel FS - .187'w. X .210'1x 14 PWS-002 AS REDD. I.-TS-P. E FRAM HEAD & JAMB Schlegel PB - 487'w, X .33". i5 L-910 LII-089 2 x ponel STRIKER, MOUNTING PLATE 6063-TS ALUMINUM 16. FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM 17 FD-631 LII-086 AS READ. GLAZING ADAPTER 6063-T6 ALUMINUM IS HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (Q TOP & BOTTOM OF LOCK STILE) 19 FD-621-2 HC-024/025 I SET DOOR LOCK / DEAD BOLT SET KVIKSET - Series 690T COMBO 20 FD-621-2 HC-024/025 I SET DOOR LOCK / DEAD BOLT SET SCHLAGE -Serles FB350 COMBO 21 F➢-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Serles 831 COMBO 22 FS-035 AS REQ'D. Frame Install. Screw - Head (See Notes at sheet 4 of 6) 23 FS-035 jAS REWD. Frnne Instal, Screw- Jahb/SIII (See Notes at sheet 4 of 6) 24 / FS-026 8 FRAME ASSEMBLY SCREW #12 X 3/4' PH.-Plil. 25 FS-012 AS REQ'D. JAMB ADAPTER SCREW 010 X 3/4' PA PHI. 26 FD-634 LIT-171 AS REC,U. ND 1/4 ROUALUM. BEAD - 11/16- 6063-T5 ALUMINUM 27 FS-043 8 GLAZING ADAPT. ATTACH. SCREW 08 X 1 1/4' FH.-PHL 28 FS-049 2/Panel I Double Rol Assenbly Screw 3/8'x2 1/4' Hex Screw & Nut 29 x AS REQ'D. INEUTRAL CURE SILICONE Schnee -Morehead SM-5731 30 +r x AS REQ'D. NEUTRAL CURE SILICONE Dow Gaming 899 31 w x AS REWD. NEUTRAL CURE SILICONE Trenco S-SUO 32 AS REQ'D. Lanlnoted Glass see Pg. 5 Dupont - Sentry Glass Plus 33 • AS REOT. Lax-A—ted Glass see Pg. 5 Dupont - PVB 34 AS REG'➢. Laminated Glass see Pg. 5 Soft— - PVB w HC-002 2/Panel PANEL ASS•Y ALUM, PLATE 1 1/2'x 2'x 1/8' (6063-T5 ALUM.) 36 HC-004 2/Panel Panel AsVy FLA Lenght Rod 3/8'111 -20D Rod, Plnte, Flange Nut 37 ■ FS-011 8 HINGE ATTACHMENT SCREW 010 X 3/4- P.M. / PHI. 38 ■ FS-044 12 SIDELITE ATTACHMENT SCREW #10 X V PH/PHI,. - (17' OC Max.) 39 HC-006 52PPOSORG14 6/Jamb 1/2' ➢la. Hole Plug - Nylon 6-6 MICROPLASTICS - Rock-H M-79 40 HC-007 2PP007BGI1 2/Panel 7/8' Dla. Mote Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 41 ■ HC-010 I/BOLT FLUSH BOLT Sill Plug - Nylon 6-6 SUNCOPLASTICS Inc. Rock—LL M-79 42 L-913 LII-OB6 AS REQT, 1/2 ROUND FALSE ALUM. MUNTIN 6063-175 ALUMINUM 43 ■ w AS RE(FD, INT FALSE APPLIED MUNTIN 125' X .022' STOCK ALUMINUM 44 L-915 FD-623 AS RLO'D. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long 45 L-916 LIT-117 AS RMT. FRAME LOW SILL - OPTIONAL 6063-TS ALUMINUM 46 FU-635 HC-050 1 TWO -POINT FLUSHBOLT LOCK OPTIONAL C FOR */- 76.0 psf DP) 47 FD-626 FD-626-1 2/Panel FLUSH B13LT GUIDE ALUM. ANGLE 1 1/2'x 1 1/2'x LB' At.. 6063-TS 48 FD-627 F➢-627-1 2/Panel 2-Polnt Lock Batt 6ulde ANGLE 7x 3'x 1 1/2'x I/e' Alun, 6D63-T5 49 • a AS REQ'D. Joint Sentant- White Colored 'Purvis Co.' Super Seel 50 FD-638 HCr 1 SET LOCK ACTIVE HANDLE & TRIMSET ASHLAND #VS201A-A 51 F➢-637 HC- 1 SET MULTI -POINT LOCK ACTIVE ASHLA14D #V5110-STACT5 52 1`11,640 HC- I SET LOCK PASSIVE HANDLES. TRIMSET ASHLAND #V52alA-P 53 FD-639 HC- 1 SET MULTI -POINT LOCK PASSIVE ASHLAND #W5110-STPAS4 54 FD-641 HC- 2 x panel Multl-Paint Lock Bolt GWde NYLON 6-6 Rockwell H scnle 79 55 F. 4/GuMe It Guide Attnchnent Fastener #6 x 1/2' P.H./PHIL. 56 F➢-642 HC- 1 x Lock IL.ck Top Mount Adapter NYLON ADAP"fER 57 FD-643 MC- 1 x Lack `Lock Bottom Mount Adapter NYLON ADAPTER /MICHOR NOTES: o W:iq j-Tiwr c� 'LII-� ELEVATION (ai 3/4 12 3/4' �.�F- 4 1 4 1/2' 14 L8' /4 5 3/ 1. SEE AT SHEET 4 OF 6 FOR sidelite) ANCHOR O.C. MAX. SPACING AND LOCATIONS. (n n Qa• Inactive <nax. o.c. NOTF' 2. SEE SHEET 4 OF 0 FOR INSTALLATION ncilxvepnneU P. Same alchspacing PES.SPACING " OXXO' EXTERIOR ELEVATION at frame Lee ad A sill 3. SAMEANCH RERS 0 FRAME HEAD & SILL. NOTES; 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). m l'', 2). QUALIFIES UNITS WITH AND WITHOUT SIDMITES 1). THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014-5th EDITION & 3). MAX. FRAME SIZE 146 1/2"w. X 95 3/4"h. OXKO 2017 - 6th EDITION). 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. 2). GLASS MEETS REQUIREMENTS OF ASTM-E13OO AS PER CHAPTER 24 OF FBC CODE. 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RATS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 6). MAX. DAYLITE OPENING WIDTH = 25" TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 7). MAX. DAYLITE OPENING HEIGHT = 03 1/8" 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SHEET Leff! FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 9). ALL DIMENSIONS SPECIFIED ARE IN INCITES BEYOND WALL DRESSING OR STUCCO. 20). NO HURRICANE SHUn7ERS ARE REQUIRED 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS /3100UCrREVWA9 ARE NOT PART OF THIS APPROVAL u M.P44KwkhtbcFl-Wi LIMITATIONS: FmMLi Cada Aaceptwn No li-/ZrZ•OS 1). MAX. DP - tt36 PSF W/ (4) Surface Bolts & Glass Types A, B. C & D. FsWM�e Barc�vA+et_,S'. ��/G (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 2). MAX. OP = t76 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive } 1 THOMAS J. SO TOS • • • fiw •e.�A • 3) DP = ±76 PSF W/ Flat Sill & must be used Where water infiltration is ' �' PROFESSIONAL ENGINEER • gy,�¢'plC1dx# • not required or opening is protected by overhang ratio greater than one. MAX. ±86 PPSSjFFpO//Wp/ MMMutltti-Point L/o/7ckk�j/(T1 Inactive n LTC. � ,55225 • • •• • • • • - -active)+(1-passive) at • t� mp Ty w NyyCtOa x dde • • 8501 NW 90th SL �1 �G$E•;�;w• io t4d'Glaas'07/22/I� ,DD�P' .BJ� 6 9 fJ V MEDLEY, FLORIDA 33166 : Ashland Muit-Potut Lock 01/27/11 IIV.LJUST IES, INC_ (305)696-6660 O Revlaed to comply w/ 2010 FBC Revised to comply W/ 2014 FBC f.ild to coa,*ly W)4211111 FBC • • • A E OF j s •.a Ea: Ne�oa•Erasy-11/01017 ry3 p.= 2• +e•.:I'+ ; .`rlU 'f-r'l G.'sa .: 0 344on•Erao . Ol/20/10 I�. ''....C•t 'rwV 9u4: rE'`ti n.t.s. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • 0 0 ••• • 0 MANUFICTURRR OF QUALITY ALUMLN1/1f VINDOIFS AND CLASS DOORS Clue Pars Clow - CaYeww: S.r4w/Yel.0 llrm' SNwt G •PPROVAL IMPACT F#ENCN 000It I OF 6 :La Porte" Impact" French Out -Swing Door •• FD-2003 110 7fe' Max UNt Width Swing ,/-OOPTTONSERIIA HEFT ALIPanel Width 3 of 6 ( 35 3/16" Al A i2DLO Vidt I II PF II II ; Il m II II i II H a, . Ac }Ye X £ '"6' Max Unit Width T Swing i o Panel l.Tdth • (35 3/16' raax. Iv 11 x� d itx Activ I Th RA ® E I� H \ ��SEE ALTERNATE BOLT 3PTf065 AT SHEEP "OXO" ELEVATION • las I/r Hax UNk Width S] "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2, SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. - 25 Max. DL3 Idt II GI ; D L ) x 1 Ae [cII m II11 L� B D � 74 1/2: Max UrNt Width SldelitP SEE ALTERNATE ET Panel VId{h A OPTIONS AT SHEET IC 33 13/16' Max. >) 3 of 8� 1 L x -L SS O .2 q if7 G - d° a£ .q gDgDUBL MIE s TOM 1 \ SEE ALTERNATE 3 of aS AT SHE "OX" ELEVATION NOTES: T. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL AVAILABLE 3. OR LRAILS H SINGLE BOTTOM RAIL DOUBLE 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. !ABDUCT "u&W40 H CVm/Iy111g wN! lh }� fiddfeR Cade Acsplaote No i�•05D o6 H,, (I t,�._ 1. t�..+.�- T��a,►, s •(ff' •f�ylp` ` b A•aryllneet Ne - 27Z•OCJ eapkl,dae orte _f. t�/ .G Nets 38 UnIt t width f SEE PITEABOLT 03PTIT065 ATT SHEET f "0" ELEVATION "LnPorte" IMPACT FRENCH OTTTSNING DOOR - DESIGN LOAD CHART PANEL 11IME/BEIGUT ACTUAL SIZE (maps) NUlLDER OF /3AMB DP G1.1S5 TYPR - A" h "E' +/-(PSF) PANE. RID ACTUAL STLE (mc�s) DP PSF ) 1 YP "B• +/-(PS I.A59 & "C' +/-(PSF) GI'CS TYPE "D' +/-(PSF) WIDTH • MUNT • WIDTH • 10 1/1' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 77' •(5) 5 ±86.0 It 3/16' +76.0 _+76.0 _+76.0 5 +86.0 17 3/16' +76D +76.0 +76A 5 +86.0 23 3/16' +76.0 +76.0 +76.0 5 ♦86.0 29 3/16' _+76.0 +76.0 _+76.0 5 386.0 31 3/16' t76.0 s76.0 "", 5 +86.0 35 3/16' +764 t76D +76,0 10 1/4'W6,+66.0 16 1/4'+86.0 21/9'+86D 4'±86.0 11 3/16' ±76.0 ±76.0 +76.0 17 3/16' ±76D _+76.0 ±76.0 23 3/16' +764 +76.0 +76A 29 3/16' +76.0 +76.0 ±76.0 +B6D 31 3/16' +76.0 +76.0 +76A +86.0 35 3/16' +76.0 +76,0 +76,0 C�a119d BLE PANEL MUST MEET APPLICABLE REQUIREMENTS NG CODE. THO 30TOS • 000 • • • • • • •, D PARENTHESIS INDICATES i1 OF ANCHORS AT FRAME JAMB. PROFESSIONAL ENGINEER • • • • • • • • • Fl, . 6 P5226 /M�y//T ��'^^��• //�7p�,®� )T i SE .n•T3.A • Revfe No a: �� C i`J 1 'A! evlead a cmp� wr FB•200• & ldded ��// VV X� C 8501 NW 90th St. ti •. � +=5F••i?� • I.-W046 GI 04/22/40 • • •• MEDLEY, FLORIDA 33166 , Ashland Mu1L-Point Look 01/27/SS IOU"ST IES. INC. (305) 696-8660 * Revised to comply w/ 2010 FBC MANUFACTURER OF QVALITr ALUIlINUY IILYDOWS AND CLASS DOORS Revlatd to comply w/ 2014 FBC pyt�,. • d 10 co ly w FBC r� PPROVAL WPACT TRENCH DOOR 2 OF 6 h: A of R�'day: N o •Erezo • `iti ojp :La Porte" Impact" French Out -Swing Door �`� ��j�A. O 1 s��ti �� • Ne o •Er o Ll/ / • �rel, 4/,lf'�c`" • • • • • s.m: • R i..no. x..ro.� P.,..erro !weAa.n R.wdq. t«»� FD-2003 g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16' TAPCON W/ 1 1/2' MIN EMBED. (SEE NOTES BELOW FOR SPACING) 2 x (P.T.) WOOD BUCK 1/4' MAX. SHIM TYP. MULLION Sldetite 1 i/4• MINI EDGE D1 TYP DLO Width i----I 14 ~ EMBED. Panel Width -I�o 0 MIN TYP 18 46 Active "MRIOR SIDE D77' OR BIDE - Inactive Active Innctive m is \j (/ 18 EXTERIOR SIDE / \ EX a. — E3 L®J E4 L_J LOCK STIRS WITH FLUSH BOLT LOCK STILES WITH TWO-PONT LOCK & FLUSH BOLT EXTEPJOR SIDE L 5 13 22 SILL j1 Ile`.] (MIN. EDGE Dig B2 (J,PTIONAL - RAIL DETAIL INTERIOR SIDE 2' Sill Height ]` 1 }I, MIN EMBED, INTO 3500 PSI CONC. (TYP,) Sn6' ELCO TAPCON Vl 1 V2' MIN EMBED (SEE SHEET "I OF 6 FOR LOCATION &No SPACING) PRODUCE "NSW40 .. —pyl.s wm .he N.A•r Buldl.p Cede Accept..«No. ► dSb3•dL CIO" DMe 3 ay %G^ � • l c �- ilpot:*•fe' AI)SHEET I6' TAPCON W/ /2, MIN EMBED. INTERIOR SIDE 1 x (P.T.) WOOD E ELEVATION AT (SEE NOTE 3, SH1 OF 6 FOR SPACING LOCK STILE420MULLION JAMBActive6 1Q7 6I (1 I 17 �SfdeUte I Q 1 P. i r ® 18 " 14 ® 0 Of i ©w •, 1 O i•i C7 UNET WIDTH ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR 18 ANCHOR O.C. MAX. SPACING AND LOCATIONS. y Ip 1! 18 2. SEE SHEET 4 OF 6, FOR INSTALLATION FASTENERS TYPES. 3 DUC s 2ZVIW Y I Active Inactive .8 Cede •pia.«NO / OPTIONAL BOS 17 { p1nWe mde INTERIOR �E 2 G3 LT ®TOP RAII DR SIDE " ¢+• P Ctarahci 5 6. L Active Inactive point j j, p oD 7se � �i� , /�/ B 3 12 (I/2• SIA OPTIONAL SILL Height <"'•I IN EPINTO PSI C 3<TYP,) 8 5/l6' ELCO TAPCW W/ OPTIONAL BOLT B BOTTOM RAIL 1 1/4" 1 1/2' MIN EMBED. ( SEE DETAIL E3 FOR MOUNTING LOCATION) (MIN. EDGE MST.) 23 TWO -POINT MULTI -POINT FLUSH BOLT & (-I FLAT SELL NQ N"AX. OP - *75 PSF MAX. DP - d:86 PSF TWO -POINT LOCK LUUATIONS: DOORS & SI➢ELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. OPTIONAL, LOCK DETAILS 1). MAX. DP = ±86 PSF W/ (4) THIS TYPE [IF SILL IS LIMITED TO +/- 76.0 p5F DESIGN LOAD AND Surfoce Bolts & Glass Types A. B, & C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE THOMAS 0 • )• KW. DP = ±76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF PROFESSI WEER• • • • Lapk ;cUyp)+Wl Surface Bolts 0 IDoctive OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL .Ilke ;6r • • • WI+,ERE THE DOOR IS LOCATED. ( _'`,` y'sFT�".' • iptae fp early •//79C2 7 lr .ddea LA S 111... 8501 NW 90th St. ]ululate Clea 01 2 III• 1 N.JJ"MEDLEY, FLORIDA 33166 25 •:fi Aehlead Mutt-Potat Lock 01/27/11 I U8'i' IE 2s, I1V'C" (305) 696-8660 Pwd..d to comply w/ 2010 FBC NANIIFACM OF QUALI77 ALUJIBMM ,WINDOTS AND CLASS DOORS • Revised to comply w/ 2014 TBC n.-.o eta.., rme cr...: Prea ceaa..ry, s..(nryoa.c /a... sA. 'e�la•romplyn,' 1017 410 NOA APPROVAL IMPACT FRENCH ODOR 3 OF 6 (�4: ?q • `r "'sl xelana E� '•il 0%17 "La Porte" Impact" French Out -Swing Door •�.�4 • • • •tt.I.ua :ram 0 Qj /20 12 4�74tii • t'i'. a.te. nV....,.• m,.aa.r °'^a A•'^".•" FD-2003 x.w6e a«.c O ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16' TAPC 5/16' TAPCON W/ 1 1/2' MIN EMBED. SE 1 1/2, EMBED. INTERIOR SIDE SEE ELEVATION AT SHEET t OF 6 FOR SPACING LOW I IR SPACING I x <P.T.) WOOD BUCK __ I I <SEE NOTE 3, SHEET 1) S, 3 INTERIOR SIDE INTERIOR SIDE v SHEET 1) 3 LOCK STILE 3 LOCK STILE AMS 19 0 21 JAMB b 19 20 1 LOCK STILEJAMB 4, r -1 46 29 30 Ji 6 46 39 6 7 12 17 Act e 36 7 Inor.tIv Act]— Active t 'EDGE DiV)'- 17 18 9 10 3 TYP. 12 12 17 F —TYFT.- 114'— EMBED.) 2 OF E MAX SHIM L _.j (G: )2-@2 v7� ')W _ 1 _"x @) EXTERIOR SIDE UNIT MIN ED UNIT WIDTH 50 51 EXTERIOR SIDE INTERIOR SIDE 51'f�(TAPCON W/ 5/16- TAPCO W/ LOCK STILE 3 bAdd g a"& 1/2, MIN EMBED, 1 U4. MIN. 1 1/2' MIN EM D. 4 -"aw"mNe 17-12 o 56 57 EDGE DIST SEE NOTES Fil SPACING 20 21 MULLION INTERIOR F%pksdw De& 4 1 A-tive 7 TYP SIDE LOCK STILE JSEE NOTES FOR SPACING) Cl! 2.,,P.T. S CWED.. 1 1/2, N. (RT.) WOOD BUCK 29 30 31 SEE NOTE 3, SHEET 1) Proftot 0"aw -C ><��JL " NO, 3 AT EMBED . 12 TYP SHEET f) TYP Active Swetlte I I 1 1/4 i�;6� ..0. - MAX. MAX. SHIM TYR SIDE HEAD SHIM TYP. HEAD i W - &-5 -7 '\8 22 Al 13 12 12 n3aASdetit-1t,,e 1DTFDiIOR SIDE I,,,,t Screw Screvjambs,each side of jambs, 12 total per sjdellte ) INTERIOR SIDE 50 51 29 30 31 INTERIOR SIDE 52 53 _V15 AT GLASS LOCK STILE 3 34 56 57 F- EXTERIOR SE ID I BuldlK ced. Amprgum 7 W M 43 Nc 1.xPitvff.. Active --A I l.C7'1 Z < INTERIOR SIDE 42 W 17 17 EXTERIOR SIDE EXTERIOR SIDE 12 5 THO11AS JO XDTOS• 12 PHOFESSIOML EMOINEERI, FL LI 6 INST QTES: HEAD: 5�16: X 3 1/2'Lang TAPCON(') JAMB: 516 X 2 3/4.' Long TAPCON(') Tl*s MULLIONS: 5/16" X 2 1/4' Long TAPCON(-) j'T TAPCON1 'F �O=�N� f Fr L HEAD* JAMB: 5 1 G" X 211 4 rig TAPCON(') MULLIONS: 5/16' X 2 1/4" Long TAPCON(') (-) TAPCON BY.."ELCO ULTRACON AT SILL 5/16' TAPCON w/ 1 1/2" MIN- IN 'To 3500 PSI CONC MIN ,KQM- ALL FASTENER EMBEDMENT. 1 1/4" MIN, EDGE Dl=,., SHIM SPACE ANCHOR YIELD STRENGTH Fy--155ki ANCHOR ULTIMATE STRENGTH F-177W • ALL TAPCON LENGTHS "L' SPECIFIED ARE MINIMUMS SEE ELEVATION AT SMUT 1 of 6 FOR ANCHOR MAIL SPACING AND LOCATIONS Ul 12 13 121 2.) _,t,• 07 & added '12.ultA GI 8507 NW 90th St. L A WSON MEDLEY, FLORIDA 33166 2-• SIR Zlis A�hl—d Mutt -point I—k 01/21/11. (305) 695-8660 Me, 9— Ight SILL SILL M26 . , Y�l Revised t. ...Ply 2010 IBC MANVFAC7VMM OF QUALITY ALUWNUJf WL'iDOWS AND CLASS DOORS NOA APPROVAL IMPACT FRENCH DOOR 4 OF 6 1. 00 Revised w—ply 2014 FBC 2012C ------------ 1 MIN EMBED - . . ; , . . I J,.HIN EMBED. INT• TYP 3500 PSI • r J111— :%e.. Egf6 M "La Porte" Impact" French Out —Swing Door C (TYP•5/16' ELCO TAPCON W/ 1 1/2' MIN EMBER. 4 1v R 1 20 12 0 FD-2003 <SFE SHEET I OF 6 FOR SPACING) (MIN, EDGE DIST.) (MIN. EDGE DIST.) 0:0 SIDELITE ATTACm(ENf EXTERaai magi[ rxwE STK INTERIOR SIDE 17 Glazing Adopter 5/8' AssENsx scaEv3 .ze ONCEALE9 ING i' �Glazing Depth eIz x v+• PH/P)aL cone- //�/'ll vunansralP PAcc Ir --_ 29 3p 31 Caulking Leminated Glass Types "A", "B" or "C" saL by : (sea below) .Awe MlERIOR slm a'. CSEE TABLE V/ CORRESPONDING SIDELITE/JAMB ATTACHMENT DETAIL GLAZING TYPE 6 DESCRIFTION) FRAME ASSEMBLY DETAIL 1/4 edRoundg 70 3 3334 �(w SSmo ACf£Ss_E�\FT EXTERIOR SIDE sovN TO $ SILL NCAADETAIL NaIE� MEAGER TO 6EALEa Silal/,R i0 SILL LEFT DOOR ��NIN6E STRE TEPl OVER PRE RED NULL BaTTOY LEFT — HMGE ArTAENM ' REVS x3l ALe + 3//• PM/PH14 • TINGE ATTACHMENT IETAI S AE(> 0.E MTU THRL LEFT HNN HMG[ LEI TO LOOP STILE BORON HEX RACIgEIR AND 1NrM11RE PN/PHn" PANEL ASSEMBLY DETAIL 114 SRI OR SELF DRILLING SCREWS 1; LF DRILLING SCREWS INTO METAL STRUCTURE UCTURE (SEE NOTES FOR SPACING) {..- HK MIN. SPACING) �.ti- 12 GA. 1 �I 160630.125 TT5 MIN.)GE DIST. II <fy 6MKSI MIN.) ALUK" TUBE MULLIOTEELTUBE ORREFER TO APPROVED (STEEL CONACT V/ ALUM, H1AMI-DADE NOAcn TO BE PLATED OR PAINTED) TNT s --Ji1E 1/4' MAX. SHIM TYP. 1/4' HqX. SHIM TYP. 11/4' MIN 11/4• MIN EDGE EDGE LIST. 0[S7. 5/16' iAPCON W/ nP 5/16' ELLO TAPCOht V/ 1 1/2' MIN EMBED. 1 1/2' MIN EMBED. INTO CONC. r I (SEE NOTES FOR SPACING) I (SEE NOTES FOR SPACING) (GONG TO BE 3 KSI MIN.) 2 Cp,7,) , • lEAB3ED VOID SUCK (MIN./2 � MN. (SEE GEM. NOTE 43) NOTE, OPTIONAL INSTALLATION TO DOOR FRAME JAN3 (TYP,) MRX. SHIN TYP. DETAILS MAY APPLY AND/OR FRAME HEAD FRAME INSTALLATION OPTIONAL ]/A• MAX. SHIM TYP. DETAILS GLAZING DETAIL #1 'A' - SENTRYGLASS by. Kuraray America, Inc. 'B' - TROSIFOL PVB by, Kuraray America, Inc. .C' - SAFLEX PVB by. Eastman Chemical Co. INTERIOR SIDE 10 Glazing Adapter Gla"<.. SOcone 5/16" Laminated Glass29 30 31 a" - Types "D" or "E" 33 34 Gln ng Depth by : (see below) 27 SEE TABLE E CDESCRI ONDING DESCRIPTION) iLAZING TYPE 6 DESCRIPTION) _ _ illt11t1 tts 1/4' Insulated Air Space w/ 1/8' Temp. Glass INSULATED SPACER 'Tr.Se.V- - Glazing Bead Duna Seal Svlggte SP.Car 28 Black - 1/4' Air SPace Pt.M. eI2-25H-357 EXTERIOR GLAZING DETAIL # '11' - SAFLEX PVB by. Eastman Chemical Co. 'E' - SENTRYGLASS by, Kuraray Americo, Inc. WAvi 4-nP.2LTERa Pal 3/le' QJt STAIN.CE S P eR0O`UCf jM9W40 a.,—W* ywith Ibe FLWW bedding Cade ALveplah(!tN• 0 . eG EBpba6on -K_&44 3 THOMAS J. 3 •• PROFESSION ENGINEER FL C, 55225 x�,G' � rol' ! • • 1 "4 0 * i •••ifl: ry' 01C '�` • NINrA EARIAG � I L-(�a3) M(0 JE i- �Yaav Asf HINGE ASSEMBLY DETAIL • • • 11 • S:-gA P2 GLAZING TYPE & DESCRIPTIONS .466" 0 A Laminated Glass by 1) P..t - Glass Tvv. "A' trgyI DESCRIPTION DLTAD, 32 1 3/16' Arneatea = A.o• _ e— 2 .090' SentryGtass Interlayer 3 3/16' Anneal .340' A Laminate Glass bv Dut,.at - Glass a "B" DESCRIP'ON DETAIL 33 I 1/a' A. —lad r — I� 2 ,090' TROSIFOL PVB lntertnyer 3 1/8' Annealed .340 0 A Laminated Glass by S lyki .- Glass Type "—�C"�l 118 DETAIL /e 1 1/e' Hent-Strengthened Glass 2 a9a' Seflex PVB InteNc er a � 3 1/e' Neat -Strengthened Glass � a3sR� GLAZING TYPE & DESCRIPTIONS .340 O A Laminated Glass by SO utia - Glass Type D R'gIf DESCRIPTION DEAR 1 I/8' Heat -Strengthened Glass Q L4, _ 2 '0901/8 Heatdflex PVB Intro er I/8' Heat -Strengthened Glass _3 4 1/4' INSULATED AIR SPACE 5 1/8' TEMPERED GLASS .340 0 A Laminated Glass by Soiutia - Glass DMe B ITEM DESCRIPTWN DETAIL 1 1/81 Heat -Strengthened Glass - ® v( a- - 2 D90' SentryQass Interlayer 3 1/e' Heat -Strengthened Gloss 4 V4' INSULATED AIR SPACE 5 I/8' TEMPERED GLASS F"DOCf RRV%ft :n mnp(),lagwiti the FI 6* kaWing Cad¢ Aattplwa IV* l /ZIZ.OY Datr G I f•fnJx- ame RTTa1A>ct Contra! ..r•s,a• . ..� • 1 .71 RetRaedRo bmfy T+' FBC20•Q do added r8501 NW 90th St. 1!e•IaLedGlea WS1 9' •1/�/1<! • MEDLEY, FLORIDA 33166 Ashland Mult-Point L-k 01/2V/11 INDU 1 NC. (305) 696-8560 Revised to comply w/ 2010 FBC 1FANUFACTONIR OF QUALITY ALUIUNUM WINDOWS AND CLASS DOORS Revised to comply w/ 2014 FBC I>...— Iran r,--..- r„en cnMomv: s..L..Area.e — — GA APPROVAL I IMPACT IFRENC14 DOOR I I 5 OF 6 "La Porte" Impact" French Out -Swing Door a.te. A-Fiei'Se ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FD-2003 - I 3/0' O.D: - S TEEL BOLT 's ue 56 TOP GUIDE g 4 H � D n a MULTI -POINT LOCK ACTIVE CYLINDE LOCK 0 51 Z ACTIVE HANDLE & TRIMSET OPTIONAL 946 TWO -POINT LOCK LOCK #HC-050 (+/- 76.0 psf DP) OQ BOLT 0 MULTI -POINT LOCK PASSIVE 3/9. 4D. 3/8' .➢. STEEL BOLT STEEL0BOLT Optional Multi —Point Locks (+/- 86.0 PSf DP) e FLUSH BOLT AND TWO -POINT LOCK 49 ANGLE GUIDE RFD-627-1 1. i00 l2a Lsoo — INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2- LONG #FD-626-1 . SIDELITE PANEL ALUMINUM PLATE 95 2" LONG #HC-002 93� I K _1 STAINLESS STEEL RELY (.I M 5/16. O.D.SSS (+/- 7G0 P07 (.) 3/8. OX SSS (+/- e6.0 Psf) INACTIVE -PANEL 18 FLUSH BOLT #HC-001 .076 -{I- �r.07 050 3.5 .875 .062 I ,460 .096 1— 986 17 � I I 1.730 FE 1.259 -{ L--1 •908 r A i 4 .127 GLAZING ADAPTER 28 QUARTER ROUND L #i-910 BEAD O 6 #FD-634 O PANEL HINGE STU FD-6 #L-907 060 .119 .730 �726 f ---- 4.187 HINGE LEAF QUARTER ROUND 1.750 .075 10 11 #L-908 (3/B") BEAD #L-912 -{r.D7D S.DS i I 060 O PANEL LOCK STU .835—•615-6 7 #L-905 �6 1800 �I I � 1.75 —) O QUARTER ROUND O (1/4") HEAD 1.250 #L-911 .072 J I— 1.625 -jL0,198 045 HALF ROUND 062 I 4.000 42 FALSE MUNPIN RAADAPTER .072 #L-913 OH. #L-909 ,09q ,082 Flaxidlo Vinyl FPVC Composition - T PI.Mica Inc. t. FP✓C BlacIc Campound No. 7200-75 PEfYSICAL ASFMNO. Dmom lerHudo-m "A", l0 sce 75 D-2240 Sp.ak Gratiry 1.45 D-792 Tccdln Strmglh,PSI 1640 Db3ft PANEL TOP & Ulrlimlo E3ongtioq% 340.0 Db38 'S BOTTOM RAII, FRAME JAMB Madulus® 100%I,Tmgadm, PSI 765.0 D-638 #L-906 jcvw Bdtame O -31.0 D-746 #L-903 4.500 687 .065 I . �f I O FRAME HEAD S 812 #L-901 1.25� OF ,100 � .064 ,064 - 2.000 T } 4,500 -, OFRAME SILL #L-902 r Isla —I .066 .063 OT 4.500 t 214 OJAMB ADAPTER #L-904 4.348 II F.foo I 11111 4,066 FRAME HEAD SHEAR PLATE 44 #L-915 PHYSICAL ASIM NO.� 2.688 Diromn¢rHadrea seo "A" 10 75 D32a0 DIMENSIONS SPECIFIED ARE IN INCHES ale 700 OD SpeaSc GnHty 1.45 D.792 2. SEE AT SHEET 1 OF 8 FOR T.milc Slml;O4PS1 1"0 D-08 F �EDLgEVpA�TION l Itltttllll�MAX. SPACING AND LOCATIONS I Ullun- 6lonptio k Modulus@ IDO%Em,;A.. PSI 325.0 765.0 D-639 e9 7•RODLIC f smsESt 1c TI a.500� Ir4pncLBritO -300 D438 8 D-746 idla Cade pb'Lftmth.4ekl,r t Y j5-asa-6C baT(Ii718Qed. 45 FRAME LOW SILL Et,NFr Oita !)•qt. A'Xptaace ND �17-%-Z12.417 O #L-916 -1 NOTE rHOMAS PFFL35h10CNJ•• •RPDY��/ �oFREFER IT➢E'B3' AT SHEET a 3 DP 6 .5.§?25 RAOI I NAL NOTES AND LIMITATIONS, • 'S11f • • • IlViaiW to '- `+s-%ffti• • R�lees toleu>!ly •/ MC2QA7 k added @/ / �/ 8507 NW 90th St. ��lc"•.plaleb Glasa•Ol/�2/V �L,,,,JA Y 1 � MEDLEY, FLORIDA 33166 yy�1 �j A4biand lfult-Point Lock 01/27/11 ND LJST IES, 11,J C. (305) 696-8660 `7 •�: # m Reciaed to comply 9r/ ROJO FBC MANUFACTU"P. OF QUALITY ALUMINUM FINDOIr AND CUSS DOORS O� Rnviseed to comply w/ 2014 FEC lroa cw 000 %= m ly / 017 F8C ROA APPROVAL —T S..�yYedet IM1,w: SA..a P I. iRENCN DOOR fi OF fi E Of y • 1Woe4 4- &Iaon Erazs Da* rn..l.a: S1/Ol/17 "La Porte" Impact" French Out —Swing Door A t •fs�+� • �°A 0 Ne1aLn'> azo _ni 80/L2 fit:,?�� • • n.t.s. s@e N..,.s..- °..ew.'> N.,.,s.. FD-2003 RMwen L«ee G ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . •.•• • . ... .. .. .. . .. .. . . . . . . . . . . . . . ... . . . . .. . 1111 MASONITC. IMPACT GLAZED STEEL -EDGE STEEL DOOR UNIT • • " 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES • •' 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. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION LITE FRAME SELF IGNITION TEMP I ASTM D1929 1 842 'F > 650 'F RATE OF BURNING ASTM D535 , 1.28 IN MIN SMOKE DENSITY ASTM 02843 170.2X TENSILE STRENGTH- I ASTM D638 11.8% DIFF ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD i DOUBLE DOOR UNIT MAX WIDTH X 37.5 XX 74 OX or XO 75 OXO ' 12.5 OXXO 149 TABLE OF CONTENTS SHEET # DESCRIPTION 1 ATYPICAL ELEVATIONS & GENERAL NOTES 2 !ANCHORING LOCATIONS & DETAILS I 3 ANCHORING LOCATIONS & DETAILS 1 • • • • . • - - 149' MAX. OVERALL FRAME WIDTH • e • • • • • • • • •, �1• MA'JC • 36.375" MAX. E.L.O. -1 -PANEL 'WIDTH MAX rI ! W/ASTRAGAL FRAME WIDTH • • • • s •• 10 J W M O ••• I •• !I ! I ! I I I � I ii i , 3 11 i E i i' t • • • ••' I I IF I I SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE WITH SIDELITE I I ILi LJ I i i I SINGLE DOOR UNIT WISIDELITES DOUBLE DOOR UNIT W/SIDELITES DESIGN PRESSURE RATING I WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE INSWING INSWING I BUMPER O S I Z-SERIES O S I HIGH DAM O S T4 O S HP O S +40.0 -45.0 45.0- -40.0 N A +225.0 50+40.0 -40.0 .0 +45.0 +45.0 -40.0 --4400..00 +45.0 -40.0 -45.0 +0- 4040+4.0 2 N NN AA +40.0 -45.0 +45.0 -40.0 N A 1 +25.0 -25.0 +40.0-0 +45 AA+40.0 N +40. 45.0 +45.0 -40. 1 +25.0 -25.0 1 +40.0 -40.0 45 N A N A +40.0 -45.0 +45.0 -40.0 N/A 1 + 5.0 -25.0 1 +40.0 -40.0 +45.0 -40.0 1 N/A N/A_ AddBrRklmbtUM Caft Rli 8y� W i KURT SALTHAZOR FLORIDA P.E. #56533 N.T.S. eY: SW' ElY, NG NO, -MA-FL022,' 1 OF . . . ... . . . ... . . . . . . . . . . . ....... .... .. 000 . . . . .. . . 3" I r c 6"3^ p, 3'EE DETAIL �.• c.• ��` •�• •••3I I E» 3 �` SEE DETAIL .c. III F I ( 6' 6" — • • • G' I I •• •• • • • • • • I •• • oil • • ••• •• w I a O w B B D_' 0 OB — 6" a 8" 3" � I 6" I r 6" r -� z z J C 3' 3. 3" 3» g• SEE DETAIL #8 x 2" #10 x 5/8" #8 x 2" #10 x 5/8" #10-24 x 1/2" #10 x 2-1/2" #10-24 x 1/2" #10 x 5/8" DETAIL "C" DETAIL "D" N O .r a SEE DETAIL r a � #8 x 2" I DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 { 1.375" 0.962"+ 1.437' P�=n T Tc7jL-- I INSWING THRESHOLD BUMPER O/S THRESHOLD T4 O/S THRESHOLD 1 1.482'ffp�7m 1.75' E�jaj 1047" 1.437"T Z—SERIES O/S THRESHOLD I HIGH DAM 0/5 THRESHOLD 1 HP O/S THRESHOLD THRESHOLD 0A W HEAT STRENGTHENED O.OBO' S&REX (NOA 15-1201.11) 0.124' HEAT STRENGTHENED 6" ;EE DETAIL C" 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH 66; FOR A 1.375" THROW DETAIL "F" ASTRAGAL - DECORATIVE INSERT (OPTIONAL) .0124' TEMP. 1/2" BITE DOW 995y -v. DOW 995 £Xg814S lfiff6[4S 0"H0"" TYPICAL GLAZING DETAIL ��- IMPACT RATED RATED GLASS Is—: N.T.S. oc. BY, SWS CHK. BY: OF SEE DETAIL "C" SHT. 2 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 OR 1/4" TAPCONS. 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". . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • •• • • _ -jII 3I I� ( • ••e t •� SEE DETAIL 1 0 I• • } "D" SHT. 2 1 J ! w 0= O � i0 I ( 3" 1.25"? MIN t. ,2„ SHIMCLjT— TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. HARDWARE SCHEDULE 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1"Xtf2" CORRUGATED #1OX2" WOOD SCREW 3" FROM EACH END 6" FROM EACH END AND 7" OC AND 12" OC ACRYLIC LATEX CAULK ACRYLIC LATEX CAULK CL 1 t COMBINATION WOOD COMBINATION WOOD iMiN„ f MULLION (BOXED) MULLION (BOXED) i- _ 0.25" CL -1SHIM 51, TYPICAL WOOD BUCK ANCHOR INSTALLATION (3WO D SCREWS" EACH END ® I INTEGRAL WOOD MULLION (CHS) umfoKW 5aD_. I { �� DA�e: 612111 SCALE N.T.S. DWG. BY: SINS CHN. BY: DRAWING NO.: DWG-MA-FLO222 SHEET 3 OF 3 ill Florida Building Code Online Page I of 4 BCIS Home "Log In User Registration Ho[ Topics Submit Surcharge Sta[s &Facts Publications Contact Us BCIS Site Map Links Search I !(i IL'c PProduct Approval ra USER: Public User Product Approval Me=4 > Protluct or Aoolicatlon Search > Aoulication List > A Detail FL # FL22633-R3 3f� Application Type Revision Code Version 2 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 1955 Powis Road • • • • • • West Chicago, IL 60185 • • • • • • • • • (800) 663-3667 • • • • • • • sschreiber@masonite.com •••••• • • • • •• • •••••• • 00 Authorized Signature Steve Schreiber • • • • • • • • • • • sschreiber@masonite.com • • • • • •••• • •• ••••• •••••• •••• ••••• Technical Representative • • •• •• • • •••• •••••• Address/Phone/Email • • • • • • • • • • • • • •••••• Quality Assurance Representative • • • • • • Address/Phone/Email • • • • • • • • • Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/16/2018 Date Validated 04/18/2018 Date Pending FBC Approval Date Approved 04/24/2018 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3 cRDYzFY... I 1 /26/2018 Florida Building Code Online Page 2 of 4 Summary of Products r— FL # Model, Number or Name Description 22633.1 HPC Steel -edge Steel Side -Hinged 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC N1013762.01-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II _FL0221.pdf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633 R3 AE 514008.0 required. Door top rails stamped "HPC". See DWG-MA-FL0221 Created by Independent Third Party: Yes for details. --] 22633.2 HPC Steel -edge Steel Side -Hinged Door Unit 6'-8" Impact Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC N1013762.04-Rl.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0223.r)df • • Building Code, including the High Velocity Hurricane Zone, Verified By: National Accredits ion & JAanagemeAtili"itute and where pressure requirements do not exceed the design Created by Independent ThirdartW • pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports • • • • • • impact resistance is required, hurricane protective system is FL22633 k3 AE .5.0Q.Q.,Q_,Pd.f • • • • • e : • • • • not required. Door top rails stamped "HPC". See DWG -MA- Created by Independent Third Party Yes FLD223 for details. •••••• • 22633.3 Steel -edge Steel Side -Hinged Door Unit 8'-0" Opaque I/S or O/S Single orO•wble Door w/ olbw o Sidelites • • • • Limits of Use • Certification Agency Certifioeile • • • • 0000 Approved for use in HVHZ: Yes EL22633 R3,_C CAC N101376kkodif Approved for use outside HVHZ: Yes • Quality Assurance Contract xpiWwn Date Impact Resistant: Yes 06/30/2021 • • • • Design Pressure: +48/-48 Installation Instructions • • ; • • • • • Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0224.odf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditatior;& Nianagem�iStlps�ii�ute and where pressure requirements do not exceed the design Created by Independent Third Party: • • • pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633 R3 AE 514007.odf not required on doors, but is required on sidelites. See DWG- Created by Independent Third Party: Yes MA-FL0224 for details. 22633.4 Steel -edge Steel Side -Hinged Door Unit 8'-0" Glazed I/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013762.07.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +40/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0225.1)df Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633 R3 AE 514007.udf required. See DWG-MA-FL0225 for details. Created by Independent Third Party: Yes 22633.5 Steel -edge Steel Side -Hinged Door Unit 8'-0" Glazed O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R:3 C CAC NI013762.07.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +45/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0225.1)df Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633 R3 AE 514007.odf required. See DWG-MA-FL0225 for details. Created by Independent Third Party: Yes 22633.6 I Steel -edge Steel Side -Hinged Door 18'-0" Impact Glazed I/S or O/S Single or Double Door w/ or Unit w/o Sidelites https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3cRDYzFY... 11 /26/2018 Florida Building Code Online Page 3 of 4 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40/-40 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. When impact resistance is required, hurricane protective system is not required. See DWG-MA-FL0226 for details. Certification Agency Certificate FL22633 R3 C CAC NI013762 0 v.PAf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22633 R3 II FL0226.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22633 R3 AE 514007.odf Created by Independent Third Party: Yes 22633.7 Steel -edge Steel Side -Hinged Door Unit 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22633 R3 C CAC NI013,762.03-R1.ildf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0219.r)d Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22633 R3 AE 514008.odf required. See DWG-MA-FL0219 for details. Created by Independent Third Party: Yes 22633.8 Steel -edge Steel Side -Hinged Door Unit 6'-8" Impact Glazed I/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate • • • • • • Approved for use in HVHZ: Yes FL22633 R3 C CAC NI01376*05 [il Pdf • Approved for use outside HVHZ: Yes Quality Assurance Contract Ek"atiAn Date$ • • Impact Resistant: Yes • • 06/30/2021 • • u • • • • • • Design Pressure: +40/-45 Installation Instructions • Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0222_pdf 000000 • Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditatidin"Managem" Institute and where pressure requirements do not exceed the design Created by Independent Third PVWi • • 0 • 000 pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance Is required, hurricane protective system is FL22633 R3 AE 514008.pdf • '' • • • • 0000 • • • not required. See DWG-MA-FL0222 for details. _Created-b.y_Illdependent Third Party Tres 0000 22633.9 Steel edge Steel Side -Hinged Door Unit 6' 8" Impact Glazed O/S Single�r Ddubie Door Yv/ or iv Sidelites • • • • Limits of Use Certification Agency Certificate • • Approved for use in HVHZ: Yes FL22633 R3 C CAC NI01376JI R1 pcIf • • • Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date • • • Impact Resistant: Yes 06/30/2021 Design Pressure: +45/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22633 R3 II FL0222.odf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports ION act resistance is required, hurricane protective system is FL22633 R3 AE 514008_pdf not . See DWG-MA-FL0222 for details. Created by Inge eat-T`hirtl Party: Yes 22633.10 Steel -edge Steel Side -Hinged Door 16'-8" Opaque I/S or O/S Single Door Unit Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-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. When impact resistance is required, hurricane protective system is not required. See DWG-MA-FL0218 for details. Certification Agency Certificate FL22633 R3 C CAC NI013762-RI.odf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22633 R3 I1 FL0218.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22633 R2 E..Q,-of Created by Independent Third Party: Yes { 22633.11 I Steel -edge Steel Side -Hinged Door 16'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Unit Sidelites 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. When impact resistance is required, hurricane protective system is Certification Agency Certificate FL22633 R3 C CAC NI013762-RI.hdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22633 R3 11 FL0218.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22633 R3 AE 514008.odf Created by Independent Third Party: Yes https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3 cRDYzFY... 11 /26/2018 Florida Building Code Online Page 4 of 4 not required on doors, but is required on sidelites. See DWG- MA-FL0218 for details. Back Next 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 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: 77- ® WE ec M1ec.: Ll Credit Card Safe ...... . .. ...... •••••• .... •• • .... . .. ..... 00 • •••••• • • • • • {i •••••• • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3 cRDYzFY... 11 /26/2018 • • ••• • • • ••• NOTICE:0-F EfflO'EJ' T CERTIFICATION c v Company: Masonite International Corporation Certification No.: NI013762.05-R1 jy ncctf � 1955 Ponvis Road • Certification Date: 06/26/2017 .. .. .... .. .. Wcst CD go, jt;5 ji% � �•� Expiration Date: 06/30/2021 • • • • • • • Revision Date: 04/13/2018 Product: Metal -Edge Steel Opaque Inswing or Outswing Door w/ & w/o Impact Rated Sidelites (w/Wood Frame unless noted Specification: TAS;0l jjt2/e -;10 ::00 • Glazing: Insul4i* �las�: ". 'jemperrd Glass/l/8" Heat Strengthened Glass/0.090" Saflex PVB Interlayer/l/8"Hc%t$tl-11hgiRened Glass 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 Listing at mvw'.Namicertification.com. NAIb1I's Certification Program 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 1.1S Glazed 3'0" x 6'8" +40.%-45 0.0 psf Yes ATLNC 0124.01-17 Single Anchor Details-DWG-NIA- X O/S Glazed 3'0" x 6'8" +45/40 3.75 psfl Yes ATLNC 0124.01-1 7/W-1857 Single psf' Maximum Panel Size: 3'0" x 6'8" I 7.5500 psf ,�5 Anchor Details-DWG-MA-FL0222-17 X, x +40/-45 'OF, t - Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-NIA-FL0222-17 XX O/S Glazed 3'0" x 6'8" +45/40 3.75 psfl Yes ATLNC 0124.01-17 Double 6.0 psf Maximum Panel Size: 3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0222-1 7 XO/OX I/S Glazed Door 6'0" x 6'8" +40./-45 0 psf Door -Yes ATLNC 0124.01-17 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-DWG-NIA-FL0222-17 XO/OX O/S Glazed Door 6'0" x 6'8" +45/40 3.75 psf Door -Yes ATLNC 0124.01-17 Single w./Sidelite Glazed Sidelite 6.0 psf' Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" 7.50 psf' Anchor Details-DWG-MA-FL0222-17 OXO US Glazed Door 9'0" x 6'8" +40/ 45 0 psf Door -Yes ATLNC 0124.01-17 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-DWG-NIA-FL0222-17 OXO O/S Glazed Door 9'0" x 6'8" +45/40 3.75 psf' Door -Yes ATLNC 0124.01-t7 Single w/Sidelites Glazed Sidelite 6.0 psf' Sidelite-Yes Maximum Panel Size: 3'0" x 6'V/Sidelite: 3'0" x 6'8" 7.50 psf' Anchor Details-DWG-MA-FL0222-17 OXXO 1!S Glazed Door 1274" x 6'8" I +40/ 45 0 psf Door -Yes ATLNC 0124.01-17 Double w%Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"!Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0222-17 OXXO O/S Glazed Door 12'4" x 6'8" i +45/ 40 3.75 psf' Door -Yes ATLNC 0124.01-17 Double w%Sidelites Glazed Sidelite I 6.0 psf' Sidelite-Sidelite-Yesmum MaxiPanel Size: 3'0" x 6'8"+Sidelite: IV' x 6'8" 7.50 sf Anchor Details- DWG-NIA-FL0222-17 I -Denotes Bumper Outswing Threshold 2 -Denotes Z-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-Pro T4 Threshold -HP Outswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008 434-688-0609 Date: 05/01 /2017 rllomas(o)lrfomasoe.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/ S w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, 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: 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: tm= 1.500 in Side member dowel bearing strength: Fe, = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Side member dowel bearing length: Is = 1.000 in Main member dowel bearing length: Im = 1.140 in Mode I, Mode I, Mode II Mode III, Mode III, Mode IV qm = 636.5 lbs/in qs = 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014 P = 725.61 lbs P = 884 lbs B: 1.07 B: 0.57 8: 0.5 B: 0.000 Ko = 2.400 Ko = 2.400 C:-427.67 C:-253.62 C: -267.7 C: • -93.(& Zm= 302 lbs Z:= 368 lbs P = 331 lbs Ms = 46.8 in-lbs Mm = 46.8 k-Ibs • • • • • • • • • • • • Ko= 2.400 P= 297 lbs P= 3191bjs•0 P=•• 263 lbs •• Min. Design value: Z= 110 lbs Z= 138 lbs Ko = 2.400 Ko = 2.400 Ka = • 2000 • • Duration Factor: Co = 1.6 •••••• Z= 124 lbs Z= 133 Ibs • • • Z= lla lbs •••••• Allowable Design Value (ZCo): Z.= 175 lbs/anchor Solid members w/ 6 w/out gap: • • • • • • • a. With threads present in shear plane •••• • •• ••••• Fastener type: #10 wood screw • • • • (NDS 2012, TR12) • • • • •• • • • • • • • • • Nominal diameter: D: 0.190 in Gap: 9:0 40.0" in cog** • • • • • • Root diameter: Dr: 0.152 in Moment arm: • 406" en • • • Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb =: 80,600psi • • • • • • : • Side member: Douglas Fir -Larch (6=0.50) Main member: Steel strSp/clip • : • • • • • • • Side member thickness: t,= 1.000 in Main member thickness: tm • Q.e48=n • • • • • • •: Side member dowel bearing strength: F�, = 4,650 psi Main member dowel bearing strength: F_ = 61850 psi • 00 • • Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: Im = 1.140 in Mode I. Mode I, Mode II Mode III Mode III, Mode IV qm = 11752 lbs/in qs = 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P = 13397 lbs P = 884 lbs B: 1.07 8: 0.57 B: 0.5 B: 0.000 Ko = 2.400 Ko = 2.400 C:-4038.9 C:-3864.9 C: -267.7 C: -93.6 Zm= 5582 lbs Z�= 368 lbs P = 2287 lbs Ms = 46.8 in-lbs Mm = 46.8 in-lbs Kb = 2.400 P = 2126 lbs P = 420 lbs P = 392 lbs Min. Design value: Z= 163 lbs Z= 953 lbs Ko = 2.400 Kb = 2.400 Kp = 2.400 Duration Factor: Co = 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs Allowable Design Value (ZCo): Z'= 262 lbs/anchor Fastener type: 1/4" ITW Topcon N.O.A. 16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z = 202 lbs Edge distance: 2.00 in Tabulated shear design value: Z = 161 lbs Actual edge distance: 2.50 in Reduction factor: 0.85 Spacing: 4.00 in Tabulated shear design value: Z = 202 lbs Spacing: 2.00 in Tabulated shear design value: Z = 164 lbs �N ♦ • • • • � ��' Actual spacing: 3.00 in Reduction factor: 0.91 _`�v 4�\0 E N (1� (P -1, �j ♦ V Allowable Design Value \'-fAN): Z"= 155 lbs/anchor ` • ♦ �, Minimum anchor capacity: 155 Ibs/onchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity, 1 of 3 4._'TAT OF ; tL P/0NA1.`E Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008 434-688-0609 Date: 05/01/2017 rllomas(@lrlomaspe.com Anchor calculations, minimum required anchors 36.38 36.38 EA1 n 79.25 72.75 37.50 36.38 Y Y 36.38 37.50 Y } �Y Y Y 1'� I I 79.25 Al A A A 1 l 147.75 Anchor Locations: Desion pressure: 60.0 psf Zone Area x (ft ) Load (Ibs) Ind. (i^) Max. O.C. (in) Anchor Result Cap. (Ibs) Q Load (Ibs) Al 2.3 138 N/A N/A 155 1 138 OK AZ 7.7 463 6.00 21.00 155 5 93 OK A3 7.7 463 N/A N/A 155 3 154 OK besian pressure: 60.0 psf Zone Area (ft2) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Qty Load (Ibs) A7 2.4 146 N/A N/A 155 1 146 1 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 1 138 1 N/A N/A 155 1 138 OK A5 7.7 1 463 1 N/A N/A 155 3 154 OK Double door 36.38 36.38 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP. 1 6.00 13.45 MAX. O.C. 79.25 6.00 2 of 3 �ltllll!!// 0:�/��'�. �,• \cEN`S' *� Z. 0 51 a • TAT OF 4 0Rt cS' OQ' �is/ONAL`E�� Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008 434-688-0609 Date: 05/01 /2017 rllomas ZDIrlomaspe.corn Double door with sidelites 6.00 iYP. 6.00 i 13.45 MAX. O.C. I I I I I 7925 37.50 18.75 TYR �! 16.00 TYP. I � 3.001YP.I 36.38 -- 18.19 i1'P. �{ 36.38 37.50 ^i • • • 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 3/16" 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. 3of3 (i,,i ti v .\,\G E N s' 90��f Z • it 4.--T?AT OF :,0�.• A Luis R. Lomas P.E. FL No.: 62514 5/2/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . I MASONITE STORPAGUABD FIBERGLASS DOOR UNIT ; •' 6-B' DOUBLE DOOR WITH / WITHOUT SIDEL+TES • • • • • GFWRA.' NOMs; I. &AL DATED FUR USE IA; LOCATIONS ADHERIt1G TU TFE FLCki6A ©VIIiJ:NG CODE AND IYHFrE PRESSURE REQUIREMENTS AS DETERMINED V( A —'E 7. MINIMUM DEWN LOADS FOR VU)MJOS AND MIER SMU`1URE5. DOES NOT ,I(CLED THE DESIGN PRESSUFFZ5 LiSTEM 2. !HIS PRODUCI L4ES NOT REQUIRE THt USE OF A HURk CANk PRLTE-TI'dE V.-TEM (SHUi'TER9). 3. POLYURciH;NE CfTR£ FLAME SPREAD INDEX. OF 5Q AND SMOKE DEVELOPED INDEX OF BID PER ASTM E84. 4. PL45TICS TLS:,TWC TEST DES::RIPT*.-i DESI:NATON FACING LITE FRAME SELF IGNMON TLMP ASTM UI929 I '12 'F E50 •F I I42 'F > 550 'F I RATE Ev BURNING t ASTM C'L+]5 D. e,, III/LL4"i I 1.28 Il: M@1 SMOKE DENSfTY j 1S1M G2943 53.4Y. 70.2% TE.NSII EE STrr'KIGIH° ASTM G638 I 12M i)1fF 7.8% DIFF 5. PLAS71CS TUTTING OF WORLDMDE OOMPs:r51t£ t`R W (WHERE USEV); T.'St rwvf'r3yll7?1 fi :IGIJA`hLNL RM11T SELF IGNITION TEMP I ASIM 01929 77!- F Esc, 'F RATC OF Bi�NIfA6 _ xS'+IA 0635 0.1 IN Ia:: SMDNE OEtt51IY AS`M D2843 -39.D8 TENSILE STRENGTH' I .4SiM LE `3 I,6X G.FF ,-_- ' t.(IItI-A,R T NSILE STRkN[;I?i AFI & Wi ATHERING .f: 0y URS XE '1 ARC MCM00 1 :i 0 11 Ell 0 j� I) • IJ w � � l� l��il ula 1010. c r. '1 17 y IG if I 1ih'i- Lurn ni7N 51LVEIJTE • t . . T5S" ,M.1AY. FhiPALL FROM€ Ih.J1TI4 •' • • ' 21 'MAY • 36-37 WIX. W/AS rPA",,AL Urwl kli/ 7Yi ITEM M, 01 El Ll I Do iIUD 11,11-1 i SI<YiitE f1I.V.)k` Uh"T ,y'rN'TI L T?f10R UN+i 1i'J=.ifi�t�r�s' 1•idTL'1 .sir^G�rT� �y2' iJELE Ci0%:.R Il1JR 'Ji��GI, ffr6o STRUCrURAL DESIGN PRESSU 'TtEiF C I . TF'}�fi s WwRED TO 8E 154% OF DEIGN PRESSURE �_--�-'`- .4.•i?: Vil IH w7S.. ALL CL '' LY 1'tI1G LU1 E. S iIFS 7 �ii i v .> !l, X —Ito!. .' .D -6 A N, d ,• 3_o-` _ O.0 to -ti•.D t.u. :u r d -�J-., ,��-.� N R+ ^1�. +#s. -# •� •i,A + 1 - u.p •t 3rs-,YU - QJC [,!f XO J +SQ.S ! -S0._. -Y✓-. — 0.5 r`:IY. +LJ.O =4 Q16.Ci 1.b T .9 +5D. - + -FD - U. I2 r2-2.r#n.-# , J A I I+ al. J -Du. 7� M�f _ -nQ t: �— TABLE OF CONTENT'S F CfT jl DESCRIPTION I TYPI AL.FL.NATIONS k GEh LUD do-U 2 ANCHORING LCCAfK1N5 & DETAILS .4t �:. IN' LCLAf13"- 1J; � uET.a1L._ adfna•ruwY �t rJox f IATE- 419107 ,/ } 67 Y sc1u rJ. T, "K. . aec. sr; c4Yc� CM frf; KURI YA10HA2' R e2cawG mr- PLOMDA PZ ,#55,533 nIw•-w.-FLe l7C-07 SHEET j_ CF 3 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. . . . . . . .. . . SEE DETAIL 3" i • • +"'i • i • • • • 3` 3" i 3"'E" • • •' • 3r • • • _ n a � 3'..s ..•r •.• Ij. • ••3 ..B"._�. I - E- . .. ... � w a W SEE ,gyp, SEE DETAIL "D. 0— � w ,,�� J OA S 8 w 2 3 -1 1- 3' I 3' Y 3`g" ;o t, Lo L6 V EE DETAIL r / SEE DETAIL (( y �-ASTRAGAL RETAINER BOLT HOLE #8 x 2" #10 x 5/8" �— � o,, MIDST BE DRILLED THROUGH THE THRESHOLD & INTO THE \ STRUCTURE DEEP ENOUGH JS x 2" � # I o x I' DETAIL "E" ASTRAGAL FORA 1.375" THROW #10 x 2-112 ATTACH ASTRAGAL RETAINER BOLT DETAIL "E" ASTRAGA1 #10 x 1" STRIKE PLATE TO FRAME i1D x 51A AS SHOWN, aWrdmoo w DETAIL "C" DETAIL "D" 1 o_962` 1.375 ,. T 1.437"FT-r� INSWING THRESHOLD BUMPER O/S THRESHOLD HP O/S THRESHOLD 1 1 I 1.482" 1.75" {1.047 1,437" i. T P��n T T Z-SERIES OAS THRESHOLD HIGH DAM 0 /S THRESHOLD T4 OIS THRESHQ� him ax 0.124' WAT s1lmATHUm , r.. CEP-V.M wZMT our MAT StK.TlrM KrAURA Mat A040' Qwka bm 1'S"tro1-17) (wow"A) CLOW IV= Aw (�' W) Alaf* WAT ffwc.= 1Qn — Af2r ,F111/_ ..11r 6w i.l mz-r Top. WAYL "AK OR .EdLL SPAMN Y' •IC Atim rain, OQ WCAL Sfti ID! I/r em now an +c �aeo aas xw ass Dow aas 2c" acialm INZE" TYPICAL GLAZING DE MLALTERNAtEGLAZOVC DETAIL t IAA T RATEQ aSS fARACT R57£D G as5 — m.7 S. -- sr: SM1VS «. ov� I 2 or 3 SEE OL`TAIL "C" 5hl. 2 . . ... . . . ... .. .. . . . .. .. . SEE 2 ^E^ stir. 2 HTi j • •.F-1 •• : • I1 FIB S. 6" A Iry • • • • • SEE:DE:S j W } 3' AA*ftlaNAM SEE OETAIL _ CNdWMk ND ^F" stir. 2 6- ATIAQhIVZNT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS. PE (FLORIDA #62514) WITH THE LOWEST iLEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. ,;AMAB, 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. TAPCDN EDGE DISTANCE WIN 2-1/2". WOOD SCREW EDGE DISTANCE MAIN 3/4", TEK SCREW EDGE DISTANCE MAIN 1/2 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND STEEL 114TERIOR SURFACE. 10 HARDWARF __SCHFDI,ILE 1. I KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND )SERIES 9980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. I trari~ ^> • ��T 2qA�J 2. 4" XX FULL MORTISE BUTT HI ?H.IM 1"xi 2" IMF T D CL �I I- �� IdN , D.25' � 1 MAX TYPICAL MASONRY ANCHOR INSTALLATION 1X BUCK MASONRY COMBINA t5 # ANCHOR INSTALLATION MULLIO 3_ THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM x ' "AIX (31 1ox2—t 2" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACH€IVEMAENT - SHIM +��a DnS REWS OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL —I f _ m MINIMUM EMBEDMENT OF 1-1/4". 4, WOOD BUCKS BY OTHERS RS Iv,UST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK • • S. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL 4400D MULLION (CHS) NGES. ' CORRUGATED $IOx2" %voco scF..Ew DAt EA NO 6" FROM EACH END 7' Oc .AND 12' OC AC�FtriIC AIWI' Ac c "i I.A x CAULK ( { CL P TION WOOD COMBINATION WOOD N (BOXED) MULLION (BOXED) (44 DOSCRE�s^ EACH END INTEGRAL WAS MULLION (CHS) j IaI P—E: N_T.S. I ay, w •. W P Itum SUB BCIS Home i Log In j User Registration I Hot Topics It Submit Surcharge I Stats &Facts ; Publications Contact Us 1 BCIS Site Map I links Search I O YProduct Approval I��RPublic User Product Approval Menu > Product or ADDiication Search > Application List > APplycabo etaiI FL # 2378-R4 L_i1►��if� Application Type CEditorial_Cha_,e Code Version 7 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments public comment; "Overall thickness of insulated glass, in sheet 2 is not defined. Door skin thickness is not defined.11/08//18 " Archived ID Product Manufacturer Masonite International s•s•i• Address/Phone/Email • • 1955 Powis Road • • e • sees•• • West Chicago, IL 60185 •• • •• • sees • s (800) 663-3667 see•• i ••e•ie sschreiber@masonite.com • sees•• • • • sees•• sees •• • • • Authorized Signature Steve Schreiber sees•• sees •sees sschreiber@masonite.com e e •sea•• ssee sees* •• s• ••as assess Technical Representative • Address/Phone/Email • • • • • • • • •sass• Quality Assurance Representative • • • •e••es Address/Phone/Email • • • Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/03/2018 Date Validated 10/03/2018 Date Pending FBC Approval Date Approved 10/03/2018 of FL # Model, Number or Name Description 22378.1 Stormguard Fiberglass Side -Hinged 6'-8" Opaque I/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/-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. Certification Agency Certificate FL22378 R4 C CAC NI007077 07-R2 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R4 II FL 0170.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R4 AE 514010A.Ddf FL22378 R4 AE 514014A.Ddf treated by nde endent Third Party: Yes 22378.2 ormguard Fiberglass Side -Hinged 6'-8" Opaque O/S Single Door Door Unit Limits se Appf,oved for use in HVHZ: Yes pproved 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 �eccttive system is NOT required. See DWG-MA-FLO170 for anchor-r*te4&.ujd water performance where required. Certification Agency Certificate FL22378 R4 C CAC NI007077.07-R2.pdf Quality Assurance Contract Expiration Date• • • • • 12/31/2020 • Installation Instructions • • • • • • FL22378 R4 II FL 0170.Ddt • • • • • ; • • • • Verified By: National Accreditation Management In� Created by Independent Thircflsa"�• • Evaluation Reports • • • •• FL22378 R4 AE 514010A.oddf ^�� • • • ependent 22378.3 I Stormguard Fiberglass Side -Hinged 6'-8" Opaque I/S Single or Do;jW%Q v w/ or w/o Sidelites Door Unit 1 • • • 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. 22378.4 I 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: +55.0/-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. Certification Agency Certificate • :***so FL22378 R4 C CAC NI 70T7.07•R2• df Quality Assurance Contract E&Diraflon Date* • • 12/31/2020 • • • Installation Instructions FL22378 R4 II FL 0170.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R4 AE 514008A.odf FL22378 R4 AE 514012A.pdf Created by Independent Third Party: Yes 6'-8" Opaque O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22378 R4 C CAC NI007077.07-R2.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R4 II FL 0170.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R4 AE 514008A.Ddf FL22378 R4 AE 514012A.12df Created by Independent Third Party: Yes 22378.5 Stormguard Fiberglass Side -Hinged 16'-8" Impact Glazed I/S or O/S Single 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/-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 R4 C CAC NI007077.09-R2.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R4 II FL 0172.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R4 AE 514008A.Ddf FL22378 R4 AE 514012A.pdf Created by Independent Third Party: Yes 22378.E 1 16'-8" Impact Glazed I/S Double Door w/ or w/o Sidelites 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: +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-FL0172 for anchor details and water performance where required. Certification Agency Certificate FL22378 R4 C CAC NI007077.09-R2.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R4 II FL 0172.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R4 AE 514008A.odf FL22378 R4 AE 514012A.odf Created by Independent Third Party: Yes 22378.7 Stormguard Fiberglass Side -Hinged 16'-8" Impact Glazed O/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: +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-FL0172 for anchor details and water performance where required. 22378.8 I 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-FL0171 for anchor details and water performance where required. Certification Agency Certificate FL22378 R4 C CAC NI007077.09-R2.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R4 II FL 0172.Ddf Verified By: National Accreditation & Managerr -nt Institute Created by Independent Third Party: • • • • • • Evaluation Reports • • • • FL22378 R4 AE 514008A.odf • • • • • • FL22378 R4 AE 514012A.DdE • • • • • • • • • Created by Independent Third Party: Yes 8'-0" Opaque I/S Single Door • • • • • • . • • • • Certification Agency Certifi�•aRg • • • • • • • FL22378 R4 C CAC NI0070TJ•OS• Of • • • • • • Quality Assurance ContractVi ation Date • 12/31/2020 • • • Installation Instructions • • • • FL22378 R4 II FL 0171. odE • • • • • • Verified By: National Accreditation& ranagement Institute Created by Independent Third Malty: • • • • • • • Evaluation Reports • • • FL22378 R4 AE 514009A.Ddf FL22378 R4 AE 514013A.Ddf Created by Independent Third Party: Yes 22378.9 I Door Unitrd Fiberglass Side -Hinged 8'-0" Opaque O/S Single Door 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-FL0171 for anchor details and water performance where required. Certification Agency Certificate FL22378 R4 C CAC NI007077.08 .pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R4 II FL 0171.Rdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R4 AE 514009A.odf FL22378 R4 AE 514013A.Ddf Created by Independent Third Party: Yes 22378.10 Stormguard Fiberglass Side -Hinged 18'-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-FL0171 for anchor details and water performance where required. Certification Agency Certificate FL22378 R4 C CAC NI007077.08 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R4 II FL 0171.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R4 AE 514007A.Ddf FL22378 R4 AE 514011A.odf 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 Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R4 C CAC NI007077.08 .Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R4 II FL 0171.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-FLO171 for FL22378 R4 AE 514007A.Ddf anchor details and water performance where required. FL22378 R4 AE 514011A.Ddf Created by Independent Third Party: Yes 22378.12 Stormguard Fiberglass Side -Hinged 8'-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 R4 C CAC NI007077.04 .odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +43/-47 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R4 II FL 0173.I)df 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'-D" x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO173 for FL22378 R4 AE 514007A.Ddf anchor details and water performance where required. FL22378 R4 AE 514011A.Ddf Created by Independent Third Party: Yes 22378.13 Stormguard Fiberglass Side -Hinged 8'-0" Impact Glazed O/S Singl%or Dvble Dooro.w/•or w•/0 Door Unit Sidelites • • • Limits of Use Certification Agency CertifiW% • • • • • • • Approved for use in HVHZ: Yes FL22378 R4 C CAC NI007D77.04•.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract'E?cbi4AAon Date • Impact Resistant: Yes 12/31/2020 0000 • • • Design Pressure: +47/-45 Installation Instructions • • • • • • • • • • Other: Evaluated for use in locations adhering to the Florida FL22378 R4 II FL 0173.Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditatfb:1&0 rVnager%e?l?? gtjtute where pressure requirements do not exceed the design Created by Independent Thircl"rtir. so** pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports • • • • • • protective system is NOT required. See DWG-MA-FLO173 for FL22378 R4 AE 514007A.Dd: • • anchor details and water performance where required. FL22378 R4 AE 514011A.od� • • • • • • • • Created by Independent Third•Party;*Yes Back Next • • • Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: $50-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida 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. 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Product Approval Accepts: ®�LWW Credit Card Safe •••• •••• • L 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 L. aFpr£"'rT' 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 Listinu at www.Namicertification.com. NAMI's Certification Program 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 6'8" r Ektails�A4A. i�b9k7<} 97J1V-k80 X O/S Opaque '0" x 6'8" +60/-60 3.75 psf( 6.0 psf t Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-1 Single 10.5 psf 2/9.0 psf 4 Maximum Panel Size: 3'0" x 6'8" 7.5 psf 5 Anchor Details-MA-FL0170-07/W-1807/W-1835/ W-1860 Opaque 6'0" x 6'8" +50/-50.5 _i-0 ps es NCTL-210-3105-1/ATLNC 0129_D1-1.5/A-T-L-NCT012.01-16 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 t Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double 8.25 psf'/8.25 psf n 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 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 XO/OX O/S Opaque Door 6'0" x 6'8" +55/-50.5 3.75 psf/ 6.0 psf 1 Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 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-FL0170-07/W-1807/W-1835 OXO I/S Opaque Door 910" x 6'8" +50.5/-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 910" x 6'8" +55/-50.5 3.75 psf/ 6.0 psf 1 Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelite 8.25 psf 2/9.0 psf 4 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 • • • •0 psf • • • poor -.Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite • • • • • • • 9idelite-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 •3.75 psf/.6.0opsi' • • •DoorWes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite • 8.2� psf 2/842t psf^ • S*idel�te-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 I -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./479,tGed*t WE6ftngfO Mtfttoz'lg?Highway/Hayes, VA 23072 Tel: (804) 684-51247 §x: 4804) 684-5At2 . 000 .. . . 000 . • .. ... . . . . ... . . NAMI AUTHORIZED.-SI N. AtTP4E _ . .. .. . . • .. .. ... . . . ... . . L. Roberto Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514010A 434-688-0609 Date: 10/10/2017 rllomas(a)lrlomaspe.com Test Report: N/A Product: Single door 3' x 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/ & w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, NDS 2015, TR12) Nominal diameter: D: 0.190 in Gap: q: 0.0000 in Root diameter: Dr: 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 -Fr (G=0.42) Side member thickness: t,= 1.000 in Main member thickness: t = 1.500 in Side member dowel bearing strength: Fes, = 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: Im = 1.140 in Mode I. Mode I, Mode II Mode III Mode III, Moat 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 R: 1.07 8: 0.57 8: 0.5 • • • • 8: • • 0.0QO KD = 2,400 KD = 2.400 C:-427.674 C:-253.623 C: -267.699 C: • 4L93.69 Zm= 302 Ibs Z:= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in Ibse • • • • • KD = 2.400 P = 297 Ibs P = 319 is • • • • P = 163 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs KD = 2.400 KD = 2.400 • • • • • • KD = : • J.4110• Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ib? • • • Z= • 4k PO Ibs Allowable Design Value (ZCD): Z' = 175 Ibs/anchor Go**** • • • • Fastener type: 1/4 ITW Tapcon Tabulated values • • • • 0000 N.O.A. 16-1222.06 Substrate: Hollow block edge distance spacing (in) 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 Tek screw Substrate: 18 GA, Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value (ZFe): Z'= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 Design pressure: 85.0 psf 79.25 A2 A2 Al 1 of 3 Zone Area (fte) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load (Ibs) AI 2.3 195 N/A N/A 155 2 98 OK AZ 7.7 656 6.00 18.00 155 5 131 OK • • • • • • • ��`� \S R �• L b�'��i �* 051 , r o • TAT OF i w 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 #: 514010A 434-688-0609 Date: 10/10/2017 rllomasairlomaspe.com Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 TYP. 1 6.00 181. MAX O.C. 79.25 6.00 2of3 •••••• • •• •••••• • •••• • •• ••••• •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• •• • •• • • • • • 0P, I ,L/0 OF,4,�TaAT; ONAI. /////iti00 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P. E. 3of3 1432WoodfordRd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010A 434-686-0609 Date: 10/10/2017 rl lomasCoN rlomaspe.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=30KS1 .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE i ••• 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 • • •i •• OF THE ARCHITECT OR ENGINEER OF RECORD. **so 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 ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. • • •••• •••••• • • tL ��••��GE NSA .(P wr� M fL` • TAT OF p;rZ 0 R M ..G� 0NA1- ,�� Luis R. Lomas P.E. FL No.: 62514 10/10/2017