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WS-17-2976y,! Miami Shores Village `ygortFs �� " 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 ha` Phone: (305)795-2204 RioA Permit NO. WS-12-17-2976 Permit Type: Windows/Shutters en' York Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 12/1912017 1 Expiration: 06/17/2018 vrorec[ Aaaress Parcel Number Applicant 104 NW 102 Street 1131010220130 ALFREDO R PATINO Miami Shores, FL 33138- Block: Lot: nformation Address Phone Cell ALFREDO R PATINO 104 NW 102 Street MIAMI SHORES FL 33138- 104 NW 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone HOME OWNER Type of Work: IMPACT WINDOWS 6 WINDOWS AND 3 DOOR No of Openings: 9 Additional Info: Residential ning: 3 Fees Due Amo]$2.00 CCF DBPR Fee DCA Fee Education Surcharge Permit Fee $Scanning Fee Technology Fee Total: $20 Valuation: $ 900.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-12-17-65946 12/19/2017 Check #: 278 $ 205.45 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building I ELEJ 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 AFFID' ,T: I certif th II the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and more, T�p#(1�o Iz� the above -named contractor to do the work stated. December 19, 2017 re: Owner / Applicant / Contractor / Agent Building Department Copy December 19, 2017 1 Miami Shores Village Building Department /A�k 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED DEC Iy207 FBC 2014 Master Permit No. PC_ 1A_ 16 I+ Sub Permit No.w Sl I ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ' O " 1 L) W \ erZKd( Qj City: Miami Shores County: Miami Dade Zip: 3 370 Folior /Pare • —310 1 — 0 Z Z 'O 1 '30 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): I� t c.'�1j�Mi Phone#: 786 64- X 7/ v Address: 0y i w C72r S' City: lug State: Zip:-33) 5-0 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: u""' `" " v Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Vay I�of,Work for this Permit: $7 � r Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration Ev New ❑ Repair/Replace ❑ Demolitn Description of Work: Specify color of dolor thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 2M. 4S (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not pe,ppproved and a reinspection fee will be charged. Sign atur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of iJzcP.wby ^^�� 4 , 20 i } ALF�� -T1�v�ho is �personally known to me or who has produced v2k— as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: APPROVED BY 0P(RFS'* The foregoing instrument was acknowledged before me this day of me or who has produced 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: Ai ? \ t �ic DATE: ADDRESS: 1/0 4 u W 102^� G�- Wb,. Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor, You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and Initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or 1hYs responsible for the construction and Is not hiring a licensed contractor to assume responsibility. A A Initia 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits an o tracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuil41ayo bugdor Improve a commercial building If the costs do not exceed $75,000, The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved mysel Is old or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or leas ch violates the exemption. Initial 5. 1 understand that, as the owner -builder, 1 must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons r Ing on my building or residence. It Is my responsibility to ensure that the persons whom I employ have the license required by law and by u ty or municipal ordinance. Initial 1 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and m aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employe . I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I ill bide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the In nal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for theproposedconstruction activity at the following address: Initial 12. 1 agree to notify Miami shores Village immediately of any additions, deletions, or changes to any of t inf rmatlon that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court, It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm Is Injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for Issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued, Was acknowledged before me this day ofl1220 k By -YCI �1�-�1� who was personally known to me or who has Produ there License or�tiZZ as identification. OWNER NOTARYWY P '} r0141*e Notary Public State of Florida Sindia Alvarez `r My commission FF 158750 j �OFFto Expires09/03/2018 { 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). ; AcknV 2 dVt:Zi__> i►• J,� QualdqOwner Signature Date % Print Name Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF APPRAISER THF ..fir,PROPERTY: Summary Report Property Information Folio: 11-3101-022-0130 Property Address: 104 NW 102 ST Miami Shores, FL 33150-1232 Owner ALFREDO R PATINO Mailing Address 104 NW 102 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft ............ ..........�. Living Area _........ Sq.Ft Adjusted Area 1,630 Sq.Ft Lot Size 9,209.16 Sq.Ft Year Built 1947 Assessment Information Year 2017 2016 2015 Land Value $202,827 $202,827 $149,815 Building Value $90,954 $113,448 $113,448 XF Value $912 $924 $749 Market Value $294,693 $317,199 $264,012 Assessed Value $294,693 $317,199 _......_ $264,012 Benefits Information Benefit Type 2017 2016 2015 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description GOLD CREST A SUB PB 21-56 E1/2 OF LOT 5 BLK 2 AND LOT 6 LOT SIZE 85.270 X 108 OR 15259-3293 1191 4 Generated On : 12/19/2017 Taxable Value Information 2017 2016'' 2015 County Exemption Value $50,000 $0 $0 Taxable Value $244,693 $317,199 $264,012 School Board Exemption Value $25,000 $0 $0 Taxable Value $269,693 $317,199 $264,012 City Exemption Value $50,000 $0 $0 Taxable Value 1 $244,693 $317,199 $264,012 __...._ ...................._._..._..__._.._ ........ _____.......................... . Regional Exemption Value $50,000 $0 $0 Taxable Value $244,693 $317,199 $264,012 Sales Information Previous OR Book - Price Qualification Description Sale Pa 9a 01/29/2016 $305,000 29950-0504 Qual by exam of deed Financial inst or "In Lieu of 08/18/2015 $230,300 29772-1383 Forclosure" stated Financial inst or "In Lieu of 02/04/2015 I$275,100 29496-0280 Forclosure" stated Corrective, tax or QCD; min 05/27/2011 $0 27758-3989 consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 12/ 19/2017 `EDVED , DEC 19 2017 MIAMI•DADE �," ,,' ' , �,`, MIAMI-DARE COUNTY UCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOIJR 1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T ( 315-2590 P (786} 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FI. 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prod *Control Io+l Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade:Colmly) reserve the right • • • ; • to have this product or material tested for quality assurance put -poses. If this prdUhct br ma:d4aY Fails to S, perform in the accepted manner, the manufacturer will incur the expense of such't'e%AA and ilie AMj mat""' immediately revoke, modify, or suspend the use of such product or material within iheii jurisdiction. REIt • • • • • j reserves the right to revoke this acceptance, if it is determined by Miami -Dada C "ity PrOrkxt:Contro1 .... 1— Section that this product or material fails to meet the requirements of the applicablq bU J&g code. • • 0 0 : 0 •' p'Phis product is approved as described herein, and has been designed to comply v4thIfte Flo4'i."lLOilding..... Code, including the High Velocity Hurricane Zone. • • • • • • 0 • DESCRIPTION: Series 9200" Outswing Aluminum Casement Window — L.M.I. "•"• APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Otttsy4k Impa4.Casemenj'• Lj Window", sheets 1 through 07 of 07, dated 07/27/08, with revision "C" dated 08/25/14, prepared by Wmanufacturer, signed and sealed by Tbomas J. Sotos, P.E., bearing the Miami -Dade County Product Control CL' Q Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County a tL Product Control Section. z: Q Q; 0 MISSILE IMPACT RATING: Large Missile Impact Resistant OL LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, D EL ca < 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 fled 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. 13-1217.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 14-0908.20 �( Expiration Date: March 04, 2019 J- Approval Date: November 27, 2014 �t-1 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA #08-1020.08) 2. Drawing No. L3200-0801, Sheets 1 through 07 of 07, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision "C" dated 08/25/1.4, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TEN i S 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Air Infiltration Test, per FBC, TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202-9.4 . • . • • • • ; • along with marked -up drawings and installation diagram of a •series 32P% dubtswin, •. ...... . .. ..... aluminum casement window, X configuration, w/5/1�;; DPP Larry glass • w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099A., HETI-08.2102A.,••••: HETI-08-2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/14•/U: signed•; • • • and sealed by Candido F. Font, P.E. (Submitted uAi74? MA 080V20.08) • • • • .... ...... 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20141. • • 2) Cyclic Wind Pressure Loading per FBC, TITS 203-94 . . **see* along with. marked -up drawings and installation diagram of -a series 32DU• ouiswing • aluminum casement window, X configuration, w/5/16•' ann. L•att, ; glass • w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099B, HET 49 2100, HETI-08-2101,HETI-08-2102B,HETI-08-2097B,HETI-08-2103B,HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125, and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #084020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 2. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dat /11/13.1 ex firing on 12/11/16. Jaime D. Gasc , P.E. Product Control Section Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of coniorn arice to anu complying with FBC 51b Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as, a far profit corporation, active and organized under the laws of the $tat• •of .Florida, dated• • •; • 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance complying with FBC-2010,.0�* •e.J. 01/2�/lY signed****: and sealed by Thomas J. Sotos, P. E. 0000 0 0 (Submitted under previous NOA No. 12-0127.21) 090000 00090 • • • • • 4. Statement letter of no financial interest, dated 10/01 /08, signeeloVd Sealed V fjbomas• • • • J. Sotos, P. E. •• •• •�•• •••••• (Submitted under NOA No. 08-1020.08) • . . . . ...... 5. Laboratory compliance letter for Test Reports No.'s. HETI'037099A.. dated 07/10/08, HETI-08-2102A, dated 07/10/08, HtjF>T-t18-2096Ai :dated' 6 •' 07/10/08, HETI-08-2103A, dated 07/10/08, HETI-08-2131A, dated 07t10/08, HETI-08-209913, dated 07/10/08, HETI-08-2100, dated 07/10/08, HETI-08-2101, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2102B, dated 07/10/08, RETI48-2097B, dated 07/10/08, HETI-08-2103B, dated 07/10/08, HETI-08-2104, dated 07/10/08, HETI-08-2105, dated 07/10/08, IIETI-08-2106, dated 07/10/08, HETI-08-2125, dated 07/10/08, and HETI-08-2131B, dated 07/10/08, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window - L.M.I., approved on 03/06,114 and expiring on 03/04/19. Jaime D. Gascon, P.E. Product Control Section Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 E-2 AIJCE!GRS+ (A) Al FRAML HEAD �• (C) ; AT FRANC SILL (D) 5 AT EA. r'PANE DAME ^: \ Max U.L.O.�th 37 Z 3 ♦\ N 1 d '-ILLIII � —ANCHOR CLUSTER 7E DETAIL ka AT SHEET 7 OF 7 (FRAME 'ILL TIPICAL) —ANCHOR CLUSTER SEE DETAI- #4 AT 4HELT 7 1W 7 (CRANE SILL TYPICAL) EXT 6 INT. FALSE COLONIAL —-----�_. _ . - _.. "—;-I4i- �a vN.,..� -- of a- trom end. t/ 1-144.1- tA1NTINS ORE APPLIED W/'I 37' 74' ! Lite Comersjed WINDOW FRAME WIDTH W/ SILICONE AND ARE WINDOW FRAME WIDTH WINDOW FRAME `WIDTH AVAILABLE AS OPTIONAL. "X" ELEVATION "XO" ELEVATION — (OX reversed) "XX" ELEVATION (LIMITED TO LOADS ON SHEET 5 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OP' 7) SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATI_0_N_S General Notes: • Wt{F.N THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR I) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MASONRY L LESS THAN 1/6'. SHIMS ARE NOT PEQUIRED. REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH - --- ---- VELOCITY HURRICANE ZONE (HVHZ) AND A3TM 1300-98. THIS PRODUCT ANCHORS �Q . 1S IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE ANCHOP.S TO BE #12 SMS OR WD. SCREWS INTO WOOD. OR 1/4' TAPCON, nr APPROvED CONC. FASTEN:RS INTO CON:.., BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH WITH a MINIMUM OF 1 1/4' PENETRATION DJTO WOOD OR REQUIREMENTS OF 2010 F.B.C. Sc TO BE REVIEWED BY BUILDING OF, ICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C) CONC. (REFER TO LOAD inBLES FOR 9UANTITIES REQUIRED, ANCHOR SPACINGS WIL3, VARY W[TH UNIT DIMENSIONS, AFD THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 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.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. 6.1 SEE SHEET y5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED ANll ANCHORED (BY OTHERS). PRIOR TO WINDOW INb'TALLATION. (SEE SIIE--T J'2 FOR DETAILS, NOTES) B.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2014 FLORIDA ➢UILDING CODE SECTION 2003.8.4 AND/OR SECTION 2326.2 9.) EXT & INT FALSE COLONIAL MUNTTNS ARE OPTIONAL At AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CLIPS TO [IF MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2- TOLERANCE TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET F 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12) EXT. At INT- FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W,' SILICONE ....... . .. .. • •• • • • • ••• • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • EXT. 6 INT FALSE COLO+IN- MU NTINS ARE APPLIED V/ V/ SILICDNE AND ARE AVAILABLE AS OPTIONAL. Pzeawr:. VI_::r: e, razyl±e,y r'::: ,!x Y�IcrlJu eesrw rul 9Q8.2C7 A;nn%�s.�Ain l 5B2• l—A_L PT `WCOD BUCKS 1 3/3z' p 14 :.MS. or WD. SCREtd ° 1/4' TARCONS W! — T _ / E`IGINE.ERED SEPARATELY EDGE i ° 5/- 1/4' MIN. CCNC. mSTa:C� _ _8 TO BE REVIEWED I DISTANCE i J/'�-1 1/4' M:N. WOOD EMBED c' LEDG'2' ° EMBEDMENT -- --- I BLDG OF> ICIA� (TYP - 7•' ! P:. DISTANCE i ° v ° I P ALL. WDar, £UChS 1•'•- 1 a;' °� 43 / I I!a' f � �_ \� r (T ° I r a ENGINEERED SEPARATELY — ------ 47 / (Mrv\' STUCCO A TO BE REVIEWED p ; '° METAL LATH `\-,i- BY OTHERS) 43 i _eY GIHFR )I ° j o I t 3LDG. OFFICIAL (TYP.) °•.P _ r---`-0--1 L STUCLD +1 L 43 k' 7 BY OTHERS) 1'r r'i 517 47 t Ira' t 47 P �f l 5o N 'MRfF I ax HORE PUCK 1/4• MAX ! _ }s i to t i ,Y'.. :1',C t02�I1 TO CO'IC. _ SHIM SPACE l..i.,-.'•- / ' `� / 10 Y,E P `IYP.) PERM CAUL KIWI- � _ _ _ � . �'_. , k _ BY OTHERS ._._. _---_---_._..- � EXTERIOR GRADE - J ✓GOD i 1' 17 + PERIMETER CAULKING ._.._ _ __ ._ 3 ; 15 %i BY OTIaEF'S 1 1 -- ALL WOOD FRAMING S = 1%a• MAX. (TYP.) ENGINEERED SEPARATELY SHIM SPACE 24 t +�/ (�( 15 S. TO BE REVIEWED 22 23 7-�- t7 BLDG. OFFICIAL (TYP.) (k2) �__ - i 11 \\\ i 16 16 16 �1 �r fir �� 16 16 it 5 5 21 ,8 42 i ` 12 16 48 49 L+ I ! EXTERIOR i^ INTERIOR EXII:RIOR !' INTERIOR x r EXTER[UI INTERIOR a ti 13 14 51 z ? 13 14 5, ? > I GLASS _ a > 12 7 c 6 48 13 ai > < 12 16 4r > 18 49 28 42 3Q0 > 21 a ` 25 21 `I_ ii I; / 16 21 I 6 16 16 24 27- i 17 �� B ! <_ 40 17 15 i 10 15 29 10 _ / i 'r-� - y�11/2�9 10 :/4' MAX. , 7 _ •'.lr--Il _2.' I it ! .l 1^'.l f---II .nS l !11 `-' ESHIM SPACE 1/4' MAX EXT GRADE SHIM EXT GRADE I' —�" -- - - ___ PER[ CHUCKING _---- PERIM. CAJLKIN� ` 15 0Yr) _ (TYPJ ... e 17 22 C 23 26 na ^ A 1 ` -� --2X WOOD /, cTUrr ❑ 24 a a xy \ BUCK (TYP) 1/4' (BY OTHERS) .' e. t I/4' t 50 EXT. GRADE- 50 `' (uw. EMBED.) 'b.. d (MIN. ERIE!FD.) `�. i PERIM. CAULKING O < n 44 �� 'r•r,..i• 44 iTYPJ ` 44 Y• Qr Y a - • • • l MEAL LATH, STUCCO- ; Nti. �'T 9� • •r•'/ • • • • f'.T. WD. BUCK t 3!4' E:KE DISTANCE AND EXTERIOR GRADE - 'r 2 j EDGEDiSTANL '• • • • • • • 2 3/4' EDGE DISTANCE SHEATHING'BY OTHERS) •• • • • • ••• • ,y �q 7' PR 1'HOW14" • A Rev ata C�,o" w� 20� F&• T A WS ®�- • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR F1' _''65z% _ L MEDLEY, N.W. 90 ST. B. Ranawal ona Revuton to eMat 5 k 6 of J MEDLEY, FLORIDA 33166 S1A50NRY IS LESS THAN ij8", SHIMS ARE NOT REQUIRED. "�� - IND IES, INC-, PM No. (305) 696-8660 �i/��/�p� NOTE /, 't;ifS 1 C��'i •'atf"-' c Rem -gyp to a/ zo 4•F�C .-. raxuiacrc/ern OF Qcettm uuylxur nxDOrs AND urss nooiLr_ ANC11 L-RS N TE //j J^ • • • • • a'1° c:u.: Peef (Y...: iRrd Caerysry: Snie.,Ye4l l4n RUm.�e t: AM.(en / i• .4.. `J_ �.4,� NOA ASSEMBLY! WINDOW 3200 Lamm OB-01 ANCHORS TO BE 412 SMS OR WP. SCREWS INTO W'OO C, DR � _ • �;a.' t! 4' 'APCONS or APPROVED CONC. FASTCNCRC IN`D CONC. I - - Z_C.,29 �} "�_��• • N 7.0• • 87/'o►oe Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF L 1/4' PENEIRATION INTO WOOD _UR • •••^ •--Il,i •--- •- I � � � • • • :• � "'""=�1L i' " � VERTICAL CROSS -SECTIONS, DETAILS &NOTES CONC. (REFER TO LOAD TABLES F1 R QUANTITIES REQUIRED)j� _^ N. ERAZD DO/ /u _ _ -__ 7;1 I b.hwaw L..wc D J.We A : ArJ.,m�s Nv.M.� wm.,e .v,w BAwo HATE _ - CISELQR3200-06NOA-0t I.32DD-D9D1 2 OF 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • D VFRAI 1 • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/0'. SHIMS ARE NOT REQUIRED. ANCHORS 101": ANCHORS TO BE 812 SFAS OR WD SCREWS INTO woOD, OR V4' TAPCONS or APPROVED CONC FAS"ENEP.S INTO CONC., WITH A MINIMUM OF 1 1/4' PENF.RATION I14TO WOOD OR CCNC. (REFER TO LOAD TABLES FCR QUANTITIES REQUIRED) 11 a 7O RE RE vtEwEL F'r 'BL DG. OfFICL1L <TYP) — P.T WOOD BUCK NOT BY LAW SON IND. MUST SUSTAIN IMPOSED LOADS I, Hex I SHlh $FACL STUCCO F(BY OTHERS) PERIMETER CAULKING r I N17)ii 47INTERIOR ` 17 16 '•F CiGJi � T : tc V i St ( � ALL WOOD BUCKS -:ay ;,c'p>•;•.. iih the ltorda ENGIt._ERED SEPARATELY Aw�f_ TO BE REVIEWED•• ••bLDG. OFFICIAL (TYP.) 'x( Z • • • . • • • • • • • • • I • • NG C'ENCijNy�yR 56.Z?A•. £�, RAC R.Wsed • • • • • • • A ReWeed to Compy r 7010 IBC T A T�/ � ®1 N.W. 90 5T. YY B. Rer 1 and Reveion to aneet S B 6 of 7 ' �///.r(Jj 4+/ C YEDIEY, FLORIDA 33166 MEDLEY. t N USTRIES, If TC� PH No. (305) 696-8660 •.•Ievie� to E OL FBC • • • C _• • MANUFACSUAWE OF QUAL12£ ALUYINUA/ IINDO£S AND CLASS DaDDs _ *� • ". �,. • • , • • •• • •� D#r tP L'kw I'ro[ Cekyary: S.rlse/YeAe4 )Mn R•frnnce 1' +Ikwbs• /e _•�yA,___ ASSEMBLY WNDOW 3 lCNOA —Oi 1 __. —_._ •.: io e s: 3200 Outswing Impact Casement Window -•,+` VJ�t,�; �y- R�,.R ev: • • N. ERA20 Aw ReN•R OB/26/ll • HORIZONTAL CROSS -SECTIONS, DETAILS k NOTES :I!{ii Rewian c...o C sew Proauef Rd CASEMENTJ200-06N01-01 ar,Ny Nun.lw: L3200-0801 dr•o 9 OF 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • [.AWSON SERIES: 3200 CASEMENT WINDOW -HILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITt:M pTONG. NO.j PART NOJ QUANTITY DESCRIPTION REMARKS ITEM 0 DWG. NO, PART NO, QUAIiTTI"t DESCRIPTION j REMARKS 40 I 1 X VENT ANTI SAG VENT/SILL RAMP i NYLON 6/6 1 L 3001 I LII - 118 1 FRAME HEAD 6063 -T6 ALUMINUM L.._ - _...... _.......... _ 41 j 1 X HANDLL LOCKING HANDLE BACK PLATE 2 L 3002 LII 115 1 FRAME SILL _ 6063-16 ALUMINUM 42 I 1 X VENT 5/16" INSECT SCREEN - OO-:ONAL ALUMINUM fRAMF. 3 L 3002 UI-715 2 FRAME DAME-H-NC'c SIDE 5063-T6 ALUMINUM I --- —43ISEE ELEVATION FRAME INSTALLATION SCREWS /17 X 2 1/4" PH SMS 4 L-3002 I-P-115 2 FRAME JAMB --LATCH SIDE 6063--TG ALUMINUM 44 GCE %L EVATI(d+I FRAME SILL CUP SCREWS .112 X 1 1/2" PH SMS 5 L-3004 1 LII 119 2 rVENT TOP FNL 6063-T6 ALUMINUM 45 ! SM-SSOa !SEE ELEVATION FRAME/VENT ASSFIABIv SEALANT — 61. .3005 + LII 1t9 2 VENT BOTTOM RAIL 60fi.3-T6 ALUMINUM ___.. 46 i 'SEE ELEVATION' FRAME INSTAL ATION CAULKING . EXTERIOR GRADE PERIMETER 7 L-3004 UI-119 2 VENT SIDE RAIL -HINGE SIDE 6063-T6 .ALUMINUM ! 47 !L-3O07 LII-164 ' I X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 16083-T5 ALUMINUM (3' L.) 8-3004 ! Lll-t19 2 VENT SIDE RAIL -LATCH SIDE 6063-T6 ALUMINUM 48 L-3009 U1-1-59 AS REOD. +GLAZING BEM - 7/16' j6063-T5 ALUMINUM I 9 L-3003 LII-116 AS REQ'D. IN-POST6063-T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW S x 1 1/4" FYI./PHIL, SDS1 10 L-3006 LI-111 1 X ANCHOR FRAME SILL ANCHOR CLIP ; 6063-T6 ALUMINUM (3" L.) FAT. GRADE BACK EEDDING--, 50 1 8 X POST I IN -POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 11 L-3005 I Lli-113 AS REO'0. ' FIXED LITE MOUNTING BRACKET ! 6063-T6 ALUMINUM (3" L.) 10 BE APPLIED BEHIND 51 GC-899 AS REDO. GLAZING SEALANT - SILICONE ' 12 L-3010 I U1-7708 AS READ. GLAZING BEAK - 5/16" 16063-T5 ALUMINUM WINDOW FLANGE EYI _ IN' TALLER (TYP.) ALL wp011 BUCKS 13 L-7531 I L-7531 AS REQD. I GLAZING BEM BULB VINYL f "VC VINYL ENGINEEPED SEPAPATELY 14 SM-5731 AS REOLL GLAZING SEALANT - SILICONE ' 2x warn—. FACE CAULK--- I , A. TO BE REVIEWED + iiULK (TYP.) 15 L-3012 U-110 AS READ, i WEAhiERSTRIPPING -- FRAME NT j PVC VINYL. BY OTHERS <TYP.) + ., BL DO OFFICIAL CTY?) -.«--- �- I--------.-.--.--.1 �---'� f'\` .1 16 L-3011 1-e-133 AS RED'-). 'GLAZING BEM 11/16" LAM./INSUL. ! 6063-T5 ALUMINUM I. I r j 17 IL-3013 _12 'CORNER KEY PER FRAME ' —# I2 S.t4.S. or 1.41. SCREW ----_._..__.__ —_...,_.-_.._._._..._-..._..._._._..,__.._.._..__.__.___.._-.._---.._.__. / 18 �L-3073 8 ;CURNER KEY PER VENT _ I 1%4' MIN. WOOD EME; - ---- _ �-----_-.._.- -------------------- - �-----------.._._-..._._ _ 19 L 3013 4 X PO T CORNER KEY PER IN POST ____ __;._.-.:._,_.:,. FRAM 8 20 E ASSEMBLY SCREWS j!10 X 1" PH SMS I uIN.EM3ED.) I 21 8 VENT ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 22 2 X VFr T 4 BAR 90' HINGES - STD, A, H.D. ----__ W LPID'.Pn FRAME \ ! _ _._ _ . 3 2 XVEr T 4 BAR 45• HI - STD & H.O. - EXT GRADE BACK BEDDING .wj\ , r--"1 ______ - 24 _--- _--_--_-- ASREQU. HINGE MOUNTING SCREWS #10 X 1/2" P.H./PHIL B -EXT GRADE PERIMETER TO BE APPLIED FEHINU � { -_----.__.__._._ .._._..._-- -_--- _—.--} I p 1 CAUL_h'LNG NUT BY WINDOW FLANGE BY `I/ 1 X VENT VEIN OPERATOR - t,l1AL or SINGLE " --J; - 'LAWJ'pk INDUSTRIES', INSTALLER CT'i P.) 26 4/ O?EL OPERATOR MOUNTING SCREWS j110 x 3/4" F.H./PHIL. SOS TO LIE APPLIED BY _�!;'-;_ 27 1/ OPED. STAINLESS STEEL "C" TRACK Vs CTHEPS (TYP.1 1 ``'A""u 28 2 TRACK TRACK MOUNTING SCREWS --E / 'SS X 1/2" F.H./Pill:_. SOS PERIMETER GRADE PERIMETEP. CAULKING 29 1/ OPERATOR STUD BRACKET CONNECTOR JCCO OR EXTERIOR FINISH BY Qi HERS (IYi',) 30 2/ BRACt:ET STUD BRACKET SCREWS 1/8 X 1/2" F.H./PHIL SOS 1 "\ B ❑TFIEPS (TYPJ �._----METAL LATH, STJC(-,p - I. i II AND EXTERIOR GRADE 31 1/ VENT LOCKING 1{ANDLE ' ---I SHEATHING <BY OTHERS) 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS 10-32 X 3/8" PH MS ' FRAME PERIMETER CAULK DETAIL 2WOOD FRAME INSTALLATION _DETAIL 33 1/ vENT LOCKING MIATI-POIM BAR j SIJBSTPATE ^;CnC.1;rr P.IN EL) 34 1 X LOCK FJIW I TIE BAR NYLON GUIDES SEE MULLION APPROVALS FOR 'Tr•nv •..itp Ass l-'K�is 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS �!B X 1" PH./PHIL. B CONCRETE OR j MOL.I_ION TYPE. IZE AND MAX°• � n PBy WOOD c i r• - rt ems' .G 36 j 1/ LOCK KEEPER ^(ST. STEEL) ,' j DESIGN PRESSLF,E LIMITA`!.JM3.' •�• '� f � BY ❑TREKS GYPJ ! t r ;g; !_--..._ v/ NC,T-: ";.%--�' �-� 37 ! 2/ KEEP -R KEEPER MOUNTING SCREWS HE LOWEP, PRESSURE: WIN OF Y fA � ( , -- --------- - II _ _ _ -1--- _-------------------- FIXED, CASEMENT WINDOW, OR, • • • • 3� -30.4 • • I• • 4 SNUBBER 6063-T5 ALUMINUM MULJON SHALL COVEii:i. I'"'•"L ''' • •_ _-• •—�—•' ni • 1r. 3 • • �• • • 2/ SNUBBER SNUBBER INSTALLATION SCREWS /8 X 1/2" PH SMS r4' MAX SHIP' If 12 S.M S. X i !/9" L I _ SEE DEV FOR $FACING j `- RJ -- WINDOW FRAME t `--/ EDGE: ➢I2TANCE DI --- SEE'ALANT �- .�A Ai�'F_RNATF. ANCHORING AT SILL BULLION ATTACHMENT DETAIL • • All, • • • 000 • ��a _m�?„e7. w�.2oiokllc• • • 552%5 n% C R-i— to _C—ply L Nd BV: N. ERAZO 10 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LA WSON NEDLEY. FLARIOA 33166 (iNI7 EY` i'F2I'1= LN C .7 PH No. (305) 696-8660 MANUTACTURIN OF QUALITY ALVARNUY 97NDO►S AND CLASS DOORS Rein fv, •, �A CwaEMBLY I Oat vIAAOM : 1i..�3200 l :lLCw a:7, R j N- Sgries: ): 3200 Outswing Impact Casement Window • HILL OF MATERIALS UST AND DETAILS cA6EMENn2oo-oeN0•.-o1 ji L;f200--0801 4 or 7 5 16 LAMINATED CLASS COMPOSITION - TYPE A ITEu DESCRIPTIOH DETAIL 12 7 lo 4D GLASS n 1 �r�- 13 aA90' PVH PVB 1NTEFtr''ER Iyt--' ^J--- Putaclte PVP by _YJPCN; Eaflex PVb by Enstxn Che-al Co.l ± 0].0• j [_- _ - - - - i 1/9- ANN£.11.E0 G_AS: - - --=_ - 5 16 LAMINATED GLASS COMPOSITION- TYPE "8" I 1� ITEM - DESCRPTION ) DETAII. -- 1:8' HEAr :TRE1Na+TENED cLA.r [�� Gi AZ:NG IiiTf 2 O.O"O' vvB INTEPLAIERrm5/16' Laminated ScRex PVE by Lastr. Che l Co. 0.1+r 1/6' 4_AI S'2CN:,HTENE:D WAS% 48 ------ 5 I6r IAMINATED CLASS COMPOSITION -TYPE C � 13 r4EM I DESca prlyxN T ( DETAIL 1 1/8' HEAT-S•REroW FNED GLASS _ 70'IC' y- 1NTER_4YER fpy-1 ,r'$Cntr`yG1aS5 Inteflayef by� C - - ---'7 1/8' HEAL-S`RENGIliEW9 CLASS JJJ I � 14 7 16 LAMINATED GLASS COMPOSITION - TYPE D GLAZiHIG IIE ITEM DESCRETIONDETAIL 7/18' Laminated l .i.'Iri ,WNEA! D GLASS 6e� 2 0090' PVB INT AYER =- =-_� - - 16 13 RI Saflex PVP by zIstlar. Che-( Co. 1 D V16' ANNEALED GLAZS ti I6" LAMINATED CLASS COMPOSITION TYPE E - - - ITEM DESCRIPTION DETAIL --- - - 1 1/8' AWCALED GLASS 1 2 O -90' PVB MTERI AYER Sa Flex PVE by EAStnan C,.Ncat Ca 1 ) 3 1l8' ANNEALED GLASS-- ° I 1!a' 1NSunTED AIR .`•PACE =- - GLAZING BITE 5 1/9' ANNEALED GLASS I aar 11/I6' Laminated/Insulated LAMINATED GLASS TYPES GLAZI N�'G _OPTION DETAI.L.S Flange Frame Window Glazed with 3200Impact Casement WL'ndow Con orabon: "X" Glass Type "A!' Glass Type"B" Glass Type"C' Glass Type"D" Glass Type"E" 5116" Annealed Gass 5116" KS. pass - PVB 5116" KS. Gass SGP 7M6" Arnealed Glass '11I16" Annealed Gass Size Code width (in) Wight (in) Anchors DP(+) pat DP(-) pd DP(+) Pdi DP(-) psf psf DP(*) pyi DP(-) p# DP(') DP(-) p9f p91 HeadlSill Jamb N 12 13 14 _ 15 _ 16 19.1_ 55 19.125 -- 19.125 19.125 _ 26 38 375 50-625 63 2 2 59 0 59.0 70.0 82 0 #0. 820 70.0 73.0 70.0 73.0 2 3 59.0 59.0 70.0 82 0 82.0 70.0 730 70.0 ---- -t 70.0 73.0 - - 73.0 2 4 59.0 59.0 7D.0 82 0 70 0 82.0 --.... 70 0 --- 73.0 2 5 59.0 59.0 70.0 82.0 700 82.0 70.0 73.0 70.0 73.0 19.125 74.25 2 5 59.0 590 70.0 820 70-0 820 700 73.0 70.0 73.0 j H _ H32 26.5 26 3 2 59.0 59.0 700 82.0 70.0 02.0 70.0 730 70.0 73.0 O H33 26.5 38.375 3 3 59.0 59.0 700 820 700 820 7RO 73.0 70.0 73.0 g H34 28.5 50.625 3 4 59.0 590 1 700 820 700 820 70.0 73.0 70.0 73.0 I-W 265 63 3 5 59.0 %0 700 820 70.0 82.0 700 73.0 70.0 73.0 O ht36 26.5 74.25 3 5 %0 %0 70.0 820 70-0 820 70.0 73.0 70.0 73.0 0 22 37 26 3 2 1 59.0 59.0 700 820 70.0 82.0 70.0 73_0 70.0 73.0 23 37 38.375 3 3 59.0 590 70.0 82 0 70.0 820 70 0 73.0 70.0 24 37 50.625 3 4 59.0 59.0 70.0 82 0 70.0 82.0 70.0 730 70.0 _73.0 1 73.0 25 37 1 63 3 5 59.0 59.0 70.0 I 820 70.0 82.0 70 0 73.0 7&0 j 73.0 26 37 1 74.25 3 5 590 59.0 70.0 070 - - - I 2020 24 ( 24 2 2 59.0 59.0 70.0 82 -0 70.0 82.0 70.0 73.0 70.0 ! 73.0 2030 24 36 2 3 59.0 %0 70.0 82 0 70.0 82.0 70.0 73.0 70.0 1 73.0 73.0 2040 24 j 48 2 4 59.0 59.0 70.0 820 70.0 82.0 700 73.0 70.0 LL 2060 2060 24 24 i 60 72 2 5 50.0 59.0 59.0 70.0 700 82 0 82 0 70.0 700 82.0 82.0 700 700 730 73.0 70.0 - 70.0 73_0 730 2 5 59.0 0 W-- 2620 2630 30 30 24- 36 3 3 2 3 59.0 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.6 N CO 2640 I--- 30 30 -- _ 48 60 - - 3 3 4 5 59.0 59.0 59.0- 59.0 700 820 70.0 820 70.0 73.0 1 70.0 73.0 2660 70.0 82 0 700 82.0 70.0 730 70.0 73.0 g C) ! � 2660 30 { 72 _ 3 _ 3 5 - 2_ 59.0 59-.0- _ 59.0 59.0 59 0 - 59.0 59.0 70,0 70.--0 820 70.0 820 700 730 70.0 73.0 2820 32 24 &% 0 70.0 82.0 700 730 70.0 73.0 2830 32 j 36 _ 3 _ 3 70.0 70.0 82 0 8_ 0 70.0 82 0 70.0 73.0 70.0 73.0 2840 32 48 3 4 59.0 70.0 70.0 70.0 82.0 82.0 82.0 _ 70 0 70.0 7G 0 730 730 73.0 70.0 70.0 700 730 73.0 73 0 2950 32 60 3 5 59.0 59.0 70.0 82 0 62 0 28W 32 72 3 5 59.0 59.0 70.0 3020 3030 36 24 36 36 3 33_-_-_-59_0--_--59.0 2 59.0 59.0 70.0 82 0 70.0 820 1 700 73.0 70.0 730 70.0 820 70.0 820 70.0 73.0 70-0 73.0-- 3040 36 j 48 3 4 59.0 59.0 70.0 82 0 70.0 820 700 13.0 70.0 73 0 i 3050 36 60 3 5 59.0 59.0 70.0 82 0 70.0 82.0 70.0 73.0 70 0 , 73.0 3060 36 j 72 3 5 59.0 59.0 70.0 8"< 0 ! 1a0DUCT V1 LJ • • • • • • • • • • • ^Wk,Y?(�-l:��:y.....T�s --- YAS J. SUMS PaOMMIO ENGINEER • • � R�evis�to C m 2070 �BC • • • T ® 53225- :� 2251C_J1 JT1 � :'. •, 9. Renawal ana Rcwaen to sAM 5 al 7 ------ --�-.- 1 ! I i�� lJ 1 9 MFW.1Y-W.� 0T. -.._.__ , 1 A 33166 AND U�S`Fi2.3 ES• INC.) PH NP. (505) 696-8660 j � f �'_ �eNsea to F�j •j•�I A FDC • •1 • • YAMfFACTURBR OF 4¢urTr ALUMINUM tINDOBS AND GLASS DOORS - - -- ___ - I �� : •�. • • • • °7•+ ttrw P�H (yM:- noa bl.CwY: 9.rM./YWC IM1.w Atjx+ws. l: F.wYlow / % :•:. NM ASSENBLY� WW00W Ma LCNOA 0&-0f ° " °"•j. 1JAZO • �� S,ries: 3200 Outswing Impact Casement Window '' } • ! ` ' °� 1 °y N.20 • °"` oe"/J. -- *GLASS & DP CHARTS AND GLAZING DETAILS FOR 'X' UNITS \ ?104 Bny.iew C Sc.4: F+wtlunl Rehrtrw. MFwNm CASEMIITSiW-O6NOA-01 L3200-0601 5 OF 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 5/16" LAMINATED GLASS COMPOSITION TYPE "A" 12 FRWWavn1ge ramWkxbwGazedwfth 3200 IMmet Casement Wndow Gass Type --N- Gass Type "IT' Glass Type "C' Glass Type'V' Gass Type "E' VB ILL! DUPOW or Li In %i E� 4 4 70.0 70.0 70,0 7'! 0 A GLASS COMPOSITION In 16 d n 0 73 730 48 | v/m' Laminated/insulated GLAZING OPTION DETAILS LAMINATED GLASS TYPES 1,20 MEDLEY FLORIDA 33166 *GLASS & DP CHART 1.2�1/8--yIII (- L32' �71 HEAD -3001 6063-16 ALUMINUM ,6_ Lt g-4 t9i FRAME IN -POST RAIL L-3003 LUMI+35- 6063-T6 NUM 2.312 i !062 _-Te . I ; - VENT RAIL ASSEMBLY SCRtWS — 4 P.H./ARILSMY 1�+ q 2�SExCt1wVENT RAIL r.H./L sMsYRAAE lz L-^17 is HOk CLUSTER >Et FL,YPICAI-) ems- 1 vErn.UMe _-_— FRAME AMB' 18 �NPOST ANCHOR DETAIL FRAME ''--Ii-t?A!L VENT RAIL CORNER DFTALL __� MAME IMPOST -� ---SEE MULLION .APPROVALS FOP. i MULLION i (PE, SIZE Ar•iD MAX. ; CESiON PRESSURE LIMITATIONS. !1! 1.zt (�_�3 , ...... _� T FRAME SILL / JAMB L-3002 1-' 06 ? � 1.975 VENT RAIL -D.De2 L-3004. 6063-T6 ALUMINUM 93= 6063-T6 ALUMINUMF-1 b72. f-.062 ' -2.399 2 0�, o.6a6 -------- - NOTE: THE LOWER PRESSURES OF FIXED, LCASEMENT WINDOW OR MULL SHALL GOVERN2.I50 1. 4' MAX. SHIM -# 12 S.M.S. X t 1 /4" L. SEE ELEV FOR SPACING ! FRAI: = SILLS 1 , M : -25- 9L 1 / ; AL.L STEEL IN CONTACT WITH ._ ALUM. TO BE PAINTED OR PLATED. r—_-------_._—.-- --------_-..._._-...__.__ 2. METAL STR:ICTuRES:__-- (STEEL OR ALUM. 1/8" MIN. THICK) �— -- -- ! �r-�I i I t� P) ALUMINUM 6U63-T5 MIN. ��- (-E'; Al STEEL : Fy = 36 KSI MIN- �An 1so SCREWS6063-TS P.H./PML SMS PERIIMEIER� T� -WINDOW FRAME FRAME IMPOST DETAIL SEALANT M_ElAL STRUCTURE ATTACHMENT DETAIL FRt ME & SASH CORNER ASSEMBLY DETAILS .--- FRAME SHEAR PLATE 1--v"G7a 47 L..� L-3007 ALUMINUMI 1.235 0.377 I 0.340 -� o.t20 7 215-�•J ALUMINUM SNUBBER S8 L-3014 6063-T5 ALUMINUM FRAME SILL ANCHOR CLIP L-3006 6063-T6 ALUMINUM L_ _ r0.09a .03+ l' 1) FIXED LITE MOUNTING BRACKET 970 L-3005 6063-T6 ALUMINUM .473 �- ,ss :.orcWyll u4,x �,/Cl. G� 3udd'n¢COt�. A�'EFLR�4 `.e DIM ,,,_q"- • • • • • • • • • . 4wai73gt-Prrdtxt C:mi+t` — r'2 GLA'LING BEAD 5/18" Lnmi.dted T.-3010 or 1.-77D6 F063-IS ALUMINUM -••�GASJ o a011 0.391 LC. __J (}� GLAZING BEAD 1l 18" insulated Aminated / n L-3011 Or LII- 133 6063-T5 ALUMINUM FL,� ? e.05O -' ;�0.6M j�-D.115 �^ 48 GLAZING BEAD 7/16" Laminated L-3009 or LII-159 6063-T5 ALJMINUM D.6c, Oso 1('- _} .— '"Z66 I �6tltJ f f ! �I PROlt&aSi NstttieBa-� • ., n Etc 52itb ••,'. a' : .- G2S - I :,j ::_ � ',', ':•:' _ - ;-� I • • - DACE--- O A-Rl. to L�,c w� xOloaFfic • • • 9501 N.W. 90 IT, LA �.- -_ MEDLEY, FLORIDA 33166 INDT`v�FRI�i'S�C.) PH No. 305 696-8660 MANUFAL•YURU OF QULUTY ALUMINUM "NmFS AND GLASS DOORS .. B. Renawol Rna Renwon to Rhcet 5 h 6 of 7 c. RRvis•o w mWr w 2014 F6c • • • •�� .•._._..�-_-- °�1° cR...rw cw.: r.w cwRmu s..I.vM.a.o x... e.I...,.w �: R..4t,.. R• �+G,� __ASSEu6l.Y wNOOw _]2OG W-0i �'"" "�' L��RAzoI12 �+{� °" N.•ERAZO • DR °t ofi e6/ta ;Sries: 3200 Outswing Impact Casement Window • EXTRUSION CROSS -SECTIONS, & ASSE1iBLY DETAILS Re,AM. /nvt 0 tew.- ProGt+et R-f7A A1,n,M — pV NuwJ.e:-- aSEMINT32n0-o6Na+-o1 I I3200-0801 7 ov 2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Paize 1 o' " R� )h13Ggi:Tjn'd BCIS Home Log Out User Registration Hot Topics Submit Surcharge F Slats 8 Facts I publications FSC Staff 8CIS Site Mao a<;, Busines P��n�C{I L Jl„}}} )` Product Approval 'r'+ USER: Thomas Sotos, Lawson Industries, product Manufacturer SNJGr�d.:ct t\L'�i-v�l Meru > Ma-ce Aocliratiors > Application Detail FL # FL15426-R3 —` Application Type Revision Code Version 2014 A—Iv:atinn CtBtiK Annrmrarl *Approved by DBPR. Approvals by DBPR shall be reviewed awd ratified by the POC and/or the Commission if necessary. •"•" Y • • • • • • • • • Comments •••••• • • • • •• • •••••• Archived • 0000 • • • • Product Manufacturer Lawson Industries ' ' •••• "' •" • ••••• Address/Phone/Email 8501 NW 90th Street • • Medley,FL 33166 •••••• • •• ••••• (305) 696-8660 Ext 226 • • • • 0600 • • • • • • tom@lawsonwindows.com ' • • • • •••••• Authorized Signature Thomas Sotos • • • tom@lawsonwindows.com • • Technical Representative Thomas 1 Sotos • • Address/Phone/Email Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305)696-8660 tom@lawson-industries.com Quality Assurance Representative Steven Bailey Address/Phone/Email 8501 NW 90th St. Medley, FL 33166 (305) 696-8660 Ext287 steven@lawsonwindows.com Category Windows Subcategory Casement Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL 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 https://floridabullding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZ 1 i i Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Drnducts 05/19/2015 05/19/2015 05/21/2015 FL # Model, Number or Name Description 15426.1 3000 Non -Impact Outswing 3000 Non -Impact Outswing Casement Windc Casement Window XX, XOX un-equal lite, XOX equal lite, Ox u, un-equal lite Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15426 R3 C CAC 3000 Quality Assurance Contract Expiration D Approved for use outside HVHZ: Yes Tmnar+ Ppsi4tant! Nn nFf; �/?n1R Design Pressure: +70/-1D0 Installation Instructions Other: Glass rites wider than 36" shall have two setting FL15426 R3 II 3000 Casement 14-O.91 -} " blocks per FBC 2411.3.3.1 requirements. Verified By: Thomas 1. Sotos, P4. 55215 Created by Independent Third Pb rtj;.rNo� Evaluation Reports Created by Independent Third pe •Y:• • • r• — 15426.2 3200 Impact Outswing Casement 3200 Impact Outswing Casement Windo,,: Window Configurations • •••• • Limits of Use ••• Certification Agency Certificate Approved for use in HVHZ: Yes FL15426 R3 C CAC 3200 Imp-C!.! • •—• •• 20•Ddf • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration D Design Pressure: +70/-73 03/04/2019 • • • • • • Other: Installation Instructions i i FL154l26 R3 iI 32D0 ln2kgct-Casement 14.- Verified By: Thomas]. Sotos, P:. 5!j % Created by Independent Third Past?: Noe Evaluation Reports Created by Independent Third Party: Beck Nez; • Ite 1 y GEC !lT1fiM • Contact Lis :: 1940 North Monroe Street, Tallahassee Fl. 32399 Phone: 850-487-1824 The State o` Florida is an AA/EEO employer. Coovnaht 2007-2013 State of Florido. :: Pnvacv Statement :: Accessibility Statement r;va lender Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public-reccids i equ:s mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pu;s_an, ('.% Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address f . mars provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to sar please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under C^ , click berg_. Product Approval Accepts: im 171-�0 at'f,"tlTlC\',N t:T'Et[i"i https ://floc idabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtep%2bDhVRQZHL... 51"22 I M I AM 1•DADE - ` � i l i♦-DADE COUNTY ® ,RODUCI CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR (R�`�.lR) "1_1� "SW 26 Street, Room 208 BOARD AND CODE ADMEIUSTRATION DIVISION �' ,T 7 6 • L 590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) �.4.: _� �;4 k � � wl.miamidade.aov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FI, 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction :materials. Th- documentation-whmitted bac been reviewers and ace•epted by Miami -Dade Cortnty RFR. - 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-Dade4ou;ty Product control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade'Cedtit'y) reserve•rhe right • • • • • to have this product or material tested for quality assurance purposes. If this pr8ddr8r material fails tcC....; perform in the accepted manner, the manufacturer will incur the expense of such atslblgg and dw.AW ma}r immediately revoke, modify, or suspend the use of such product or material within diet; jurisdiction. RER!O:**. . ... . .. .... reserves the right to revoke this acceptance, if it is determined by Miami-Dade:�oytpry Pro;V;: ritror"96 Section that this product or material fails to meet the requirements of the applicable j""pg code. • "• This product is approved as described herein, and has been designed to comply $ith•tlk Florida $uilding....;. Code, including the High Velocity Hurricane Zone.- 0.0 0 . . ...... DESCRIPTION: Series "SH27700 (Flange Frame)" Aluminum Single Hung Wlitdor8 - L-1wtI.. ; • .. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision C dated 09/21/16, prepared by manufacturer, signied and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed; then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0908.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADE COUNTY / NOA No. 16-1003.01 A � .� Expiration Date: December 27, 2021 t/ $Ilia Approval Date: December 15, 2016 ( Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision C dated 09/21/16, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS •"•" 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pef Vf;C, TAE 202-94 • • 2) Large Missile Impact Test per FBC, TAS 2E>424 • .. . . .. ...... 3) Cyclic Wind Pressure Loading per FBC, TAS'263-94 ' along with marked -up drawings and installation diagram of a.n,iil,lcninun, single hun-g .... window, prepared by Hurricane Engineering & Testing, Inc., Teft Reports Nv. HET><r.:..' 09-2530A and HETI-09-2530B, dated 03/02/09, signed and -waled bye t4M?Iido F.• • •; • Font, P.E. (Submitted under -MI No. 09-V706.09) '. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading Zer FEIC TA; 2C r94 • • • 2) Large Missile Impact Test per FBC, TAS 261;94; �.. ; • • • •; 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 '.. along with marked -up drawings and installation diagram of an ahnninum single hung window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A & B, dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 3. 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 an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-1009.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01 /18/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-09 Man el erez, P.E. Product Co r Examiner NOA No. 16-1003.01 Expiration Date: December 27, 2021 Approval Date: December 1.5, 2016 E-1 Lawson Industries, Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/ 18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America. Inc. fi f thbt •..... "ButaciteCR) PVB Glass Interlayer" dated 04/25/15, expiring oa.?21.11/16.. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chentig6tcompairy (MA).... • for their "Saflex Clear and Color Glass Interlayers" dated 06 MN4, expiri' q on :....: 05/21/16. .... . ..... ...... . .. ..... F. STATEMENTS .. .. .... ...... 1. Statement letter of conformance, complying with FBC-51hE4 MV X2014), abd of no •. financial interest, dated September 30, 2016, issued by manufac urer,:6piod and'..• . sealed by Thomas T. Sotos, P.E. • 0 • • ; . •, ; • • • •; 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted utider NOA No. 11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETI-08- 2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B. HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, Y.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 14-0908.10, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.", approved on 11/06/14 and expiring on 12/27/16. Manuel Pg6e'z,.E. Product Controler NOA No. 1.01 Expiration Date: December 27, 2021 Approval Date: December 15, 2016 E-2 'INSTUA. .110. , A, PAX A- 71 �?, " .- np rR (C) rRAW, jAMBS INSTALLAT:T -�_w ,A,AC A, r�E%c N E PER rQAM smS-Q k.AT:U,4 AK143PS BI I.* KR T A4C lt�. i'l --\liAX J)�C :_;� (L) J�BS CSEC S D!l I .17,r wR.K c.c. 6' IMAX. Aggwz -R qA I_Melli, Al v;i ;1 II . TV 6' N.Ell4c ............ .............. 19 6' 4EL I INC i . . . ..... .. .... A is I �AILS -XIN KE 5ERC�Yl /Z MAX 'MAX _X . .......... . . \ ----- L_ --X: L iNT FALSE CLLDNI XI.& "41 LALsL rjP 17.NIAL� o . . . ...... 4rWIINS ARE AWLIEL V/ S,L-CiNi X1111 ARE d/ 4 ILAo"j, __ - - ARE APP! !ED Wl IhIc., V13-. INDIJb :1rx VIvt. :N731 kr< VIL W/ S:LIULNL AND A'L AVAILABt E AS D-IONAL AVAILABLE AS CPIIENAL. 48" x 78" EQUAL THE ELEVATION UN -EQUAL uVE RADIUS ELEVATION UV EQUAL LITE ELEVATION - INCLUDES UN EQUAL LITE AND RADIUS HEAD (LIMITED TO LDAL;S OR SHEET 4 OF 5) (LIMITED -0 LOADS ON SHEET 4 OF 5) General Notes: (LIMITED TO LOADS ON SHEET 4 OF 5) SERIES-7700 SINGLE HUNG IMPACT WINDOW NC FLAE FRAME I ) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENT-S OF THE 2014 FLORIDA BUILDING CODE 5th EDITION INCLUDING HIGH VELOCITY HURRICANE FiACs A, ZO E VELOCITY (HVHZ) AND ASTM 1300-U9 THIS PRODUCT IS IMPACT RESISTANT 4.W-K. AT _6„ AM RER 'T MAX D.C. (SHUTTERS NOT REQUIRED) IL, lq-z 'scE $- 2.) WOOD BUCKS SHALL RE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCF. WITH THE REQUIREMENTS ;1Jjy,lcm� Al F 41 CoR'l-Ri OF 2014 .0 & TO BE REVIEWED By BUILDING OFFICIAL ------ IN I 7 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS, ANCHORS ON ALL WINDOW SIZES i ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0 C.) AND AS TABULATED l/,flZ ON SHEET 4. 4) ANCHOR CONDITIONS NOT DESCRIBED IN THFSF. DRAWING'S ARE 70 BE 9 '/a - ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND !MAX, AHL;V� wer.'t TO BE REVIEWED BY BUILDING OFFICIALi . V 5) WINDOWS ARE QUALIFIED FOR USE.! WITH SINGLE GLAZE LAMINATED CLASS TYPES TABULATED HEREIN (SF-.F SHEET #3), AND FOR USE WITH DOUBLE GLA7F A T LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3) RAIL L 6") SEE SHEET 3 FOR LOCK DETAILS & OPTIONS 7. SEE SHEET 4 'OR DESIGN PRESSURES AND CLASS TYPF3. El 8,) FOR OPTIONAL FRAME INSTALLATION DETAILS SFE SHEET 3 1• oo 6 a 9.) EX71' & INT FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE "x R�i ud Y�� RAILs 10. WOO 9UCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED 6 6. �e -0- (BY OTHERS). PRIOR TO WINDOW INSTALLATION (SEE SHEET #2 FOR DETAIL & NOTES) t crmvism WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24. woo 64 4 • 6 -ih d. SECTION 11.3.3.3. 11 APPROVAL APPLIES TO SINGLE UNITS OR SIDE. BY SIDE MULLED UNITS. 121 MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED WINDOWS USING A MIAMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTAHI.E EX) 11L ',!IT F..I.Sf L-� S141AI ------••• •6 FLN 4 An APPLIE3 11 GOT 7;'7 LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY I W THE ENTIRE MULLED SYSTEM W/ &'I M7kr. Al, ARE. AVA;LARLE AS - IMNAL 6 .ovxr, ftc*_uo' 3) SEE SHEET # 3 FOR MULLION/METAL ATTACHVFNT DETAILS & OPTIONS. o 14,) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO HE•PAINT;:.D Of? PLATED AND SHALL MEET SECTION 2D03.84 OF' TIIE 2014 FLORIDA BLDG CODE (UMITED TO LOADS ON' SHEET 4 OF 5) E_ z I Z Q< 0 z > I i ;/4' TAPCON V/ I L/4 11, F IM EN t' IN'0 C 0, C All nnn Ruoe.S.ENGINLI_ik 0 '_i PARATELY OF RFVII,W_D By BLOU T ,SEt ELEVAT:ON AT SHF JR MAX rANILNLL? SPACING) _RT WOOD BUCK NUI 3, 'A'S., "D m:N. KJS SUSTAIN IVPCJSCD tGADS • i 1/4' MIN sc 4 IEmr"T • ------- ... . .. .. (A, .... . ... — cl PE;?IMCTCR CAULKING J BEDDING C,3MPMND A LAMINATFD ;,,.ASS INTERIOR M, itF' SlNr _ Q EXTERIOR CAI:K #�4 SJCS. W1 1 1/4' m N. EmI)CUwv7 INT3 CXD (SEE EdVAI,014 A I s kEk.1 "I LA'MINATED OLASS BUR VAX �ASTENFQ 3PACIN0 Sil ICOK AUrfNjVL rIN(, campruND INTERIOR .7 V. on BECKS 114' TAICLIN W 1 114- M N -Z47 [NT FMKD 0 CONC, 4SCC F7 EVArll'l A7 S��:t rcp MAX. A�, I N� -� 5PACk4G: O =amp-, 4 . z 6 1 MIN. N c DCL DrSiANrr, / 111'6� b �-ll ' I D EXT EXTPRIOR EXTERIOR PERIMETER CALM-CNO .. . ... . ....... __ - __ - ______..______VI,334 ;R—" XIN 114 S M.S. W/ 1 l./4r-" MINI. ws-wc M 14 EMSEDMEN' 1 N WINDOW !N.'� ALL ON, I Q (SEE CLEVATIln, Al SHE. 1: CDSC .11s. CE JOR MAX. Ff, SUMER SPA Clml, I I Tli WINDOW iMANE FL4%NGE TO Bi BA,:K-qFDCED W/ AN EXT .... . ......... . . iGRAD. CAUL< TfAr3t,"GHOUT THL �NT;Rl PE:R;ME-LR OF FI A��E EXT -3PAbr. 3Y WINDCV INSTALLLR ',-,YP' CA,zi K 2. THE FXPOSCO EXT PF;Z!METFR [r TiIF WINDOW FRAMC TO 11 • mw DL SLALED V/ AN Cc C<rERif-.R GRADE CAULK BY UIH-RS (TYP.) WHEN THE CAP RETIWEEN THE Wl;DOW FRAME AND THE RUCK OF oAl) MASONRY IS I ZSS THAN 1/8-, '113.3 ARE NOT REQUIRED ANCHORS NOTE: A CiiiiRS IU BE #12 SMS r).R W.I. SCREVS WOO:) OR cd 1 1/4' IAPCONS or A PPROVED CF14C FASTENERS :NTO W17-i A MINIMLM nF11 t/4' N-V.1RATION ;NTO WljUD 7R, -1 CCNC (REFER TO LOAD 148--ES AT Sli-ECT - OF 5 FUR I A, QUA' NFITIES RCQUIREj) 2 114 14 101 u x:wX 1/4' VAX ChM Dt:cr Rimsm) 'o. C 4 9' (:BADE! CAL! 0 00 0 0 00 0 0 P,"�k%Ct 0 LI 3v OR '? By WOU n .3JVK see a a 0 a V�4 SPS V/ 1 1/4' -- m N EMBEDW�Nl INTri V[E - 011� T [Y2 MnX. -slllcCNf ❑ Uols' IN Lg:CZ rl MOT III L- L al" SCR X- I . E L-RfH LA-1AINATEDGIASS COMPOSITIONN ---'FY`PE2 ITry i LA'� DmTurrID: DETAIL TE E: 3 I'W a.ASS 9, j,"Eps 1— LAMINATED GLASS rOMPOSITION TYPE 3 CtAss onscKlmo. I J DNTAIL UYINATR DIZIC 11J: IV4.LED y o-z- Z Inc 3 Illy LAMINATED GLASS 0IIp0SITidNTYPE 4 - , D I 'T' AM w.Te mmmoN DZ-Wnl� A-CACD GL-%S I, UWAIT I`Wl I, 11's, —TALE) G.-.ss 'LAMINATED GLASS COMPOSITION - TYPE 5 GU" DESCRIP71M I DILT11L !�—ATE mr,111TI111! _T 20 TU" NiRG 899 ; (wKti P. IN, UUTf.DIAMINATED CLASS COMPOSITION TYPE 6 `SLYAM DESCRIPTID.4 j D AT IAWNATI IIICRJMI�l zm 1 I,j7CI-t�, — ASS - . . I : tl�jl I'D. 'c,AT SiRCNCNitYD IA All -i WI'.cIlE ll'B by 1;.: JlS.1,ATCjAIR SPACE Ilb- —CA! ED r—SS F— INSULATED LAMINATED GLASS COMPOSITION TYPE 7- CLAS5 DEKKIM" DETAIL 1UNINATE lttSCRLKION;. I —ER WLE. -V l: PL-Sf'C I ff I _FArD r.L.'S r7 E.j' nIftt -IR V-CE 5 VG- ANIZALCD LASS CA.AZING DFTAILS AND OPTIONS 26) INTERIOR E;) F .'.= .. . .. EXTERIOR II IlEl. WS1W TRIES% —.MIEZD B'f OTRE.RS To LIE -11cr 1L1 EXTEREST? LRADE PLYVrnn S.ICA,I,ING to BE :PLC nu of worzc, Lw 6, QxrEPIN FINIS. by Lmcn) .01 91 L..SM WOOD FRAMI' INSTALLATION' DETAIL, AL LIMM1,14 MULL ION XC UUIUON APPROVkS tC%' MULLION -IPE. WA%L) [,'CSlr4 PRE SSLAE I ,ALLIA 0.07R' WN "Hlcll NVE IHE 10WER PRCSSIALS OL SIWLE I 'J-43 WINOOV Of? MULL SHAD. GOVERN INTERIOR LOCK (LATCH AND SWEEP). -_OPTIONS - TLONS 1. BOTH FXTRUDED ALUMINUM AND PLAS-IC LIFT HANDLE LOCKS ARF. QUALIFIED FOR USE ON ALL. WINDOWS. 2 BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ATl WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT 0 '.2 X 314- SDS 7--AC MULLON API'ROVAiS FOR "LAf OFAD, PH.LUPS. �UL�NL WF AND VAX (S— CLIVAIMAND tS�PZAF IMITAIII.N-� DP TAXES rrRDUANT:IY , A4C -ASTENERPACING' I INTE'RIOR IGTL T'If Ul.ER PRE77(.RF5 Or 5--C.LE �4 . __ .1/4' MAX.MAY .,tqc GR VUL: STALL (;DI,'EAN F s',!v qL j 12 SP S. X 1/4- S" ELEV Rv� L PZING 10 rnem O 0 0 Z y 6 z O z 0 01 NOTE. E R I ALL Sf'Lll IN C04TAC- wl-l! AUJM TO BE PAtNIL 0 U'l PLATLO wI j! 7 uE'K STMICTUR(S STEEL FY - 56 KSI E" L (SE � .8 EL 04 VA T,,CK I EXTERIOR Prl Full, ,L' ANT .ALL./ kAIN 7H.CK) EXTERIOR Ex TE.R:OR 'ER14ETER CAULXlN(., FRAME )JTULffLQ DETAIL III" 91A * ela 00 NTWACHMENT DETAIL Ilk- fi;rllte+. rAft Lift lyw' W21 tou m ;C. F LI DESIGN LOAD CAPACITY (PSF) _ VIEW WINDOWS W/ 3H VENTS WINDOW # Jamb Anchors + / • Pressures (psr) Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19 125 50 625 6 60.0 80.0 80 0 _ _ 80.0 80.0 _ OC 0 8C U 26.5 50.625 60.0 _ 80.0 37 42 50.525 50 625 60.0 60 0 _ 80.0 80.0 48 50.625 60.0 60.0 30.0 80.0 53 125 50.625 80 0 19.125 59 6 60.0 80.0 80.0 26.5 59 60 U _ _ 60.0 80 U 80 0 :57 42 _ 59 59 _ 80.0 80 0 80 0 _ 80.0 _ 80 0 _ 60 0 _ 60.0 60.0 48 59 80.0 80.0 53.125 59 BU.0 19.125 26.5 63 63 6 80 0 80 0 80 0 80 0 80.0 80.0 80.0 37 63 60 0 80.0 42 48 63 63 60.0 80.0 80.0 60.0 80.0 80.0 80.0 53.125 53 60.0 80.0 19.125 74.25 8 60.0 80.0 _ 80.0 90.0 26.5 7.1.25 60.0 80.0 -80.0 37 74 25 60.0 80 0 42 74.25-� 60 0 80.0 80.0 19.125 78 _ 60 0 _ 60.0 80.0 80.0 26.5 78 80.0 80.0 80.0 L70 37 78 _ 60 0 80.0 42 78 59 0 79.0 0 DESIGN LOAD CAPACITY (PSF) -VIEW WINDOWS W/ 4H VENTS WINDOW # Jamb Anchors + / _ Pressures (psi Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 _ 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 1 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 42 63 63 6_0.0 80.0 80.0 60.0 80.0 80.0 48 63 60.0 800 80.0 53 125 63 1 60.0 80.0 800 19.125 7425 8 60.0 800 800 26.5 74 25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 _ 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 Y 80.0 80.0 19.125 78 8 600 80.0 1 80.0 26.5 78 60.0 80.0 80.0 �37 78 60.0 MO 80.0 42 78 1 59.0 79.0 790 AT'!FQVED CONFIGURATION! UN -EQUAL LATE. •• ••• • • • • • •• • _s.•-A ..A-Ak._ • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • FRAM-' HEAD L-7761 (1) w- FRAME. SlU L-7702 n FIXED MEETING PAII, L-7704 04 FRAME JAMB L-7703 03 VENT !.\TFM'.:0CK RAIL VENT BOTTOM RAIL L-7705 L-7 '06 VENT JAMB RAIL L 7707 VENT pRi,,, LAT �-Ij GL AZING BEAD CIAZINO BEAD irLAZ'NC BEAD 1 L 7711 L-7f 421014 09 annl-TS A U.INV. jW w f 0.4 I fCk i no 699 g tK FRAkE 1J cc�IZN Ca VENT TOP CORN17R YLaL-aY9 RAL DR—AN(H.-&- SAS11 CORNER mmkILS BILL OF MATERIAL ITEM R I PART j I REQD. I DESCRIPTION I L-7801 II —tFIN 7RAME EAD G063- 6 ALUMINUM LL 6063-T6 ALUMWjM 2FRAMF ME ;AM? 6063 Tr, A LMIINUM F -14F ` IXE-1) MEE-40 RA'll 6C-13 TG A- HMINI,'M R. L - 7 7 C'-' I VENT ME v- I I N.G ' T I', - RAII. I G D63 - 6 A,,t)`l:NJM 11 i L 77-6 I i j VCNT BOT-CM UAT:"H) RA:Lj60rt3-T6 4! 7 L- 7 Z3/ 2 I VEN-. JAMB Q;II)-z) RA,L 6063-T6 ALUMINUM 001 AS REO'D.1FRAMC ASSEMBL) SCREWS NP x 3/4' P.H.PH!LLIP In F 9 L-77Z)R RCO-JI(A. Zi'jG RFALI _2L8L_, ror,3-T-D AL111-NUM 9 %-00 IAS REM). 1,11ST-1 I All"N --,CREWS ,14 X 1 1/1-,H /PH:L It Lt. S0750331 'A'; RL Q'D, BULB VINYL V4IS'll I/ I T)TA. Flu B 03033 2 PIV _ AS REWD. FIN SEAL WEATHERNTR" 181'x230' 11 .3 PWS-005 JAS R701'. FIN SEAL WLATAf'R!;7RIP 81'.,353' 14 PVS-009 'AS RFO'R FIN SCAL W7ATF;ER:[Rlp 15 U2 4 i 2 ll Si.1-F ADHESIVE rv- PTL� i'/4' X I/P' If, L-7711 JAS RE-0-D. GLAZING l,,--Ao.')1 TONSULATED1 6063-T5 At UM:NUM 17 L CA-AZANG BEAD - RADIUS [606:3-i5 ALi;YINUM 18 L-7/23j I SASH BALANCE CA- CUIj0,- 11,2 X VENT,) L' RiGIC VINYL SASH TOP <,2 x rrAME) 20 1 -7727 1 2 BLOCK & TACKLE BALA.14C,- BS; Ba�ce �:ystem G063--5 ALUM`)U.14 21 L 7539 2VENT LIFT z AX14 22 L 7523 !IX LATCH VENT LATCH -,PR.Nf STA!NLFSS STEEL . . . ........ 23 tA3 RED'D GLAZING S.LICCNE (;LAjt< @ SHT n . ............. ?4 . 2 u ntrd c-t— SEE Gi.AZINr, DETAILS 25 HC-057-11 2 VENT LIFE LATCl, MULDED NYLCN _26 V_ -Wl) O FNT SWEEP LAIC' �NYLON 27 fr RAME SILL FOAM 31SKF. SELF 3HE:S!vk -- . ... . ..... 'lu 1HU-026 I I SCRUN FRAME & MESH 29 L-7730 I i I 30 .31 1SM-5504 AS REWD' JUI-N! SFALANT 32 At, 11LU'DIPE.RimurR AC.,'YL:C CAULKIOSI POLYSEAMSCAL -qFL) =djos 0-4e v- W pw� - C- 0 0 E- Florida Building Code Online Page 1 of 2 .�-•. �, bill '� _ �� H ees Home rog m User Htgi'+.reucn Ma Towc. Submit Surcharge i S.M h FaCs num:cemns FBc Stan Bus Ste Map Links i Se b dg4 usea uvabtticc User l ra5,,- T. n .tvvial Min„ >yro0ucl cr Acoliaf:on Gn3rrM1 > >^I':elc^ IJLI > Application Delsil •� FL # Ft. 15412-R3 Application Type Revision Code Version 2014 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 •••n•• Product Manufacturer Lawson Industries • • • • • • • • • Address/Phone/Email 8501 NW 90th Street • • • • 0 • • • • • Medley, FL 33166 • • • • (305) 696-8660 Ext 226 000000 • • • • e • • • • tam@lawsonwindows.com • Authorized Signature Thomas Solos • • • • • • • • • • • • • • • • tom@lawsonwindows.com •••• • ••••• •••••• • •• ••••• Technical Representative Thomas 1 Sotos • • • • • Address/Phone/Email Lawson Industries • • • • • • • • • • • • • 8501 NW 90th Street • •: •: • • • Medley, FL 33166 • (305) 696-8660 • • • • • • •• • • tom@lawson-industries.com • • • • • • • • • • • Quality Assurance Representative Steven Bailey • • • • • • • • • Address/Phone/Email 8501 NW 90th St. • • • • Medley, FL 33166 (305)696-8660 Ext 287 Steven@lawsonwindows.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL 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 09/14/2016 Date Valldated 09/27/2016 Date Pending FBC Approval Date Approved 09/28/2016 FL # Made], Number or Name _.... —.—...._........... _........... _. Description 15412.1 7500 Non -Impact Flange Frame 7500 Non -Impact Flange Frame Single Hung Window Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL751L2 _P3 C CAC 7 Qf) =H Sti_OS11-05_1dt Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2020 Design Pressure: +70/-100 Installation Instructions Other: FLi5412 R3 II 75d0 v_ i LS-0511-OS.ottf Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZ... 10/18/2016 Florida Building Code Online Page 21 of 2 Evaluation Reports __ Created by Independent Third Party: 15412.2 1 7600 Non -Impact Fin Frame Single 7600 Non -Impact Fin Frame Single Hung Window 1 Hung Window Limits of Use CertHicatlon Agency Certificate Approved for use in HVHZ: Yes FL15412 P3 C CAC 7EUU Fin SH 15-CS11-04 odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 07/07/2020 Design Pressure: +70/-100 Installation Instructions Other: Verified By: Thomas 1. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15412.3 7700 Impact, Flange Frame Single 7700 Impact, Flange Frame Single Hung Window Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15412 k3 ' ''AC 770U Imu-Irt SH 14-09('3 11,1odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 12/27/2016 Design Pressure: +80/-80 Installation Instructions Other: please refe, - tho ,Inn for ,n I:,n {to.:..n,- cl . , p' 11 77— 1•7=" Verified By: Thomas ). Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports • • Created by Independent Third Party: • • • .................._...._...__.._..........----....__.__..._.._..._.... 15412.4 7800 Impact, Fin Frame Single .... _......... ......—..-----.._ ..-.....__...__...._ 7800 Impact, Fin Frame Single Window 600040 Window • _ —'1 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes rL153.1:....P i_M._.°C 78(1.[� lln-P£Si.F1n�1L •3 '+'i. ?. ,.RYf. Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration • • Impact Resistant: Yes 11/06/2018 Design Pressure: +60/-60 Installation Instructions 000000 Other: Please refer to the PICA for all limitations. FL15412 P3 IT /900 Impact Fin SH Id_0903-9fe.odr• Verified By: Thomas 1. Sotos, P.E. 55225 • • • • Created by Independent Third Party: No Evaluation Reports • • • • • • • • • Created by Independent Third Party: each neae Contact Us:: 7601 Bla'r Stone Rnad. Tallahassee r, 32349 Phone: 850-4P]•1824 The State of Florida is an APIEEO employer. r,lovrloht 2007-2013 State n/ Flnnda.:: Privy Scat mint :: Accessibility Statement :: Relund Statement Under Flurda law, email addresses are public remrW If Va. do not want your a -mail address released �n respcn Se to a p the -record. equest, do hoe .end electronic ma l [o rhis endty. Instead, Como the office by phone or by traeftemal mail. If you have anti questions, please contact 850A87.1395. •Pursuant to Section 455.2S (I I. Florida SIM a tas' eftective October 1, 2012, kensaes licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The marls provided may be used fp official con,murudetbn with the licensee. However email addresses are public record. If you do not wish M supply a personal address, please provide the Department with an email adders which can be made avadable to the public. To determine if you are a licensee under Chapte• 455, F.S., plc'. cl'icv be . Product Approval Acc•pu: A 'e il'LllrJ ll'AIt'PKSCti � • • • • • • • • • • •••• •••••• • • • • https://www.tloridabuildin,.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZ... 10/18/2016 MM IDADE R DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 r � d� $ NIIAMIFDADE COUNTY P .91)UCT'CONTROL SECTION 11$0 SA_#Street, Room 208 �P(78bj315-2g90 F (786) 315-2599 iamidade.Qov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction ,aaterials. docuinenlatio,. st.'tmit " L. - and a;.c--pted by Miam:-Dade County PER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (_AHJ). 0 • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County PrVZOR tontrvl• • • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-DadeO Goutlty) rewrvege right • • to have this product or material tested for quality assurance purposes. If this prmbvt-or meterilAt fails tb•'•" perform in the accepted manner, the manufacturer will incur the expense of sucl?"fibt and the •AHJ ma; .... immediately revoke, modify, or suspend the use of such product or material withVfhtirjurisdi"*;, REIN reserves the right to revoke this acceptance, if it is determined by Miami -Dade runty Produce •Control . K . - Section that this product or material fails to meet the requirements of the applicable 9nA3tng cod • • • .. .. This product is approved as described herein, and has been designed to comply AiJ4;be Florida.Building .' Code, including the High Velocity Hurricane Zone.- : • : • • • • • • DESCRIPTION: Series "HS-8700 (Flange -Frame)" Aluminum Horizontal Sliding s;yindo* — L.M.I. :....: APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal•RoTling FlanNjmpact • Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C, dated 02/10/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0908.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0222.14 MIAMI-DADE COUNTY Expiration Date: April 11, 2022 1� Approval Date: April 13, 2017 L�. Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C dated 02/10/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading Per MC, TAS 202-94 • � • 3) Water Resistance Test, per FBC, TAS 202-9. K . • , F • .. • ....:. 4) Forced Entry Test, per FBC 2411.3.2.1, ancLTA$ Z02-94 • along with marked -up drawings and installation diagram of ari•ah pinuU j�c:izontal • sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configdfition, frepared b - Hurricane Engineering & Testing, Inc., Test Reports No. HETVIM 3049 An . • : • • .. .. .... ...... HETI-10-3051, dated 03/23/11, signed and sealed by Candido.F.JiQut, P.E. •• (Submitted under NOA No. 11-0705.10) •' •"' 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading pgr FB.0 TAS 202-94 • along with marked -up drawings and installation diagram of•8 �peciniens• of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-0705.10) 3. 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 horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 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 horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted tinder NOA No. 11-0705.10) XC?,4 anu l Perez, P.E. Product Con of Examiner NOA No. 17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E - 1 Lawson Industries, Inc. C. E NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 tJntry lest, per FBC 241 t 3.2.1, 'CAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared b j Jju*icane Engineering & Testing, Inc., Test Reports No. HETI-08-2033rfM*fJ-08-2034 HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2Q'.8',.V-FTI-Q8-9Z�L?6A and HETI-08-2116B, dated 02/28/08, signed and sealed by Cary U.F. Font, P.E. (Submitted under NOA No. 09-0706.05) • • • • • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •' • 2) Uniform Static Air Pressure Test, Loading peg$ TA.1¢•94 3) Water Resistance Test, per FBC TAS 202-94.•�.. 4) Large Missile Impact Test per FBC, TAS 2(tt 44 : • 5) Cyclic Wind Pressure Loading per FBC, TAV 2.06 94 • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 2U2-94 along with marked -up drawings and installation diagram of 8 specimens of an • • aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (.Submitted under NOA No. 02-0227.05) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/ 10 and updated on 01/25112, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/ 6, expiring on 07/04/18. Ma el rez, P.E. Product C utro xaminer NOA o- 17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 F.-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), dated February 16, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-304 7, HETI-10-3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-19;31315 HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10:3226, all issued by • • • • Hurricane Engineering & Testing, Inc., dated 11 /09/ 10, 03/23/ 11:aA 04/2r/+ 1: signed • � � , � and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) • • • • ' 4. Laboratory compliance letter for Test Report No. HETI-10-32511' ISsued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and seale(M T'4faelo'Fe; roz- •• Seda, P.E. • (Submitted under NOA No. .11 -0 705. 10) • . . . . ...... 5. Laboratory compliance Ietter for Test Reports No. HETI-08-2Q33,1JETI-88-2034, :....: HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-20380, HtTI-(N 2416A 0 • and HETI-08-2116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 121/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries; Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.L" approved on 11/13/14 and expiring on 04/11/17. "-7j'faal"'6�t�a' - Manu , P.E. Product Cor(trol E miner NOA-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-3 0(_ i I , (8 B NOTE. oX X0 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS SECTION DETAILS `A. Al, B. & 81- REFER TO SHEET J3 3) FOR HORIZONTAL CROSS --SECTION DETAILS -C, D. & E- REFFIR TO SHEET g4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. Q\:.J B (3 t E XDY __li_qua_(,_LiLe (1/3- 1/3-1/3) NOTES 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A. Al. B. & RI_ REFER TO SHEET ,F3 3) FOR HORIZONTAL CROSS-SECTION DETAIIS '•D, & E- REFER TO SHEET r5 4) REFER rO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES P.� A7 E B�t D� — .— Q J NOTES XO-1X - Un-Equal Lite NZ4 2-I14) 1) REFER TO SH6'El' 2 OF LO FOR INSI'AU41LON ANCHOR DETAILS AND NOTES. 2) FOR VEHIICAL CROSS-SECTION DETAILS -A, Al. 8, & Bl_ REFER TO SHEET y3 3) FOR HORIZONTAL. CROSS-SECTION DETAILS "D. & E" REFER TO SHEET #5 4) REFER TO SHEET 7 OF 10 F'Olt DESIGN LOAD CHARTS AND NOTES. 5ERIES-870.0. _HORIZONTAL UPING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE: REQUIREMENTS OF THE 2014 FLDRIDA BUILDING CODE 51h Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHU7T'ERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO "HAT THE BUILDING. RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WI H THE REQUIREMENT'S OF 2014 F.D.C. & TO BE REVIEWED BY BUILDING OFFG AL. C 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0 C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR_ CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, LINDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED CLASS TYPES TABULATED HEREIN (SEE SHEETS y6. 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs 46, 7 or 8). 8.) WINDOWS WITH GLASS TYPES -A. C. OR G- INSTALLED ABO" E 30FT. IN THE HYHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERF'D. 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR CLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS, 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE -XOX- WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LTE "XOX- WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4. or 9. 13.) EXT & M. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE. APPLIED W/ SILICONE 14.) WOOD HUG.KS IN CONTACT WITH CONCRETE MUST BE PRE`:'UBE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEL1 p3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11 3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SLUE BY SIDE MULLED UNITS. 16.) SEE SHEET p 5 FOR MULLION/METAL ATTACHMENT DETAILS. 40TES & OPTIONS. 17.) MULLING HORIZONTAL SLIDLYG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION .N BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLJN APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/S"FEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIAIS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 0.' THE 2014 FLORIDA BLDG. CODE. •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • :u:1T;I;t i RL`iltil� a ..�a,pi}ing wide Itu 3'icAi;ts • 000 • • • • • • • • 000 ? .dJvg Ca."c 'AIKFI IJVIC-6p 1L INN ce r ,? C??2.2b22 • • • • • • . •• • . •• • . •. .•. . . . . •.• . • . • . . • • • • • • . .• •.• . •• . . • • • •.. .• •. • • C 3 0 SQQ m o C Z ' �am U c3i o� a a 3 z = W o rn 0 0 a � m a tI ar >:s z W {c� � � w d 1I C J O a e n m � a 1 .Q n ao a�3 .� oIM$ cII 4I b u ! II N - TF.S'T UNIT SIZES III' X 83" #----- INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70 O) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA FRAME JAMB •SEE GENERAL NOTE P3 k #4. -- 2 J 7 T. l A, «W w >_ O — 85 3/8. OVERALL FRAM[ WIDTH -84 3/8' INTERIOR FRAME V!OTH — -b TVTI AED IONAE TING R$ R-3L!RED AT MEETING RAILS II yNIFS WITH AN ABOVE g •/- 7pPSF (4 TOTAL) 1 s� TFST UNIT SIZE. 74" X 83" INSTALLATION FAbTEN1.RS (A) 8 AT FRAME DEAD (B AT FRAME HEAD IF OF ABOVE. 70C (B) 8 AT FA. FRAME SILL (8 AT FRAME SILL IF DP ABOVE 70,0) (C) 5 AT EA. FRAME JAMB -SEE GENERAL NOTE 13 S #4. T=LPAJ:L (T�Ai MEBs) IJ 11I. O.c. A Il 114- n.C. SAME ANCHOR � EYT L (47 F4 C [ ONIAL '. SAME PNCH�t SPACING At HEAD t SILL H NTIN$ ARE APPLIE�V/ 2 TWO ADDITION.:_ A�L.�S M_OLIIRED W7 rLICONE AND ARE AT MEETING RAILS FOR UNITS WITH Al AI1..ABLC AS (:PTIONAL OP 49(IVE •INSF / - 75PSF C4 TL'iAL) H� "XOX"WINDOW EQUAL LITE 1-SLL?vERTN:AL CR^SS-SECrIM DETAILS -A; A!. B, L Bl- At SHEET x3 TEST UNIT SIZE: ill" X 63" 2. SEE HMIZONT.V, CROSS-SECTION DETAILS C. D, L E' AT SHEET ri INSTALLATION FASTENERS * ` �+- --------- 11t' OVERALL F RPME WIDTTI - (A) 10 AT FRAME. HEAD lll I —I10' INICR?OR FRAME WIDTH -- (14 AT FRAME HEAD IF DP ABOVE 70.0� '( TWO ADDITIONAL ANCHORS (13) 10 AT EA. FRAME SILI. (ia Fy? REOU;RED Av HEE!itr RAIL$ �� ItAR L'N:'$ I(H ^ ABUVC (14 AT FRAME Stl.t IF DP ADOYF. 70.0) 2-11 (a TDTALI (C) .5 AT EA. FRAME JAMB c7e .') I� (.� (� IY i ' (4Ac C.-' ( (WY. O.C.) *SEE GENERAL NOTE P3 h 14. A 9 —74' OVERALL %RAMC WIDTH -- 73' INTERIOR FRAME WIDTH ( g,A1 •/- TTpSF (4 TOTAL) (WY. 10CVa 72' i I I(YAX�D.C.� I I — O M o0 o+ r� N ti3 t a '�I 3 S I L OC. 114• OC c it ! B Bi s' i---- [2a� I! (� j I IJ I1a• OC IF•II L, i I 3 1 ANCHOR MOTS I SANE' 4NCHCR SPACING AT I4 AD L SIL. EXT. 4 INr. A�S� �... [H [I VN!AL 2 TWO A^DT TIDNAL ANCHORS REQUIRED _/ MUNINs 4A OL D V: AT MEETING RA!I_$ FOR UNITS WITH AVAILABLE EAS UP'i NAL. UP ABOVE ./- 7DPS7 (4 TOTAI) _XQ_'__WDQW '9UAL LITE -t.[v- kGT4S ( OXREVE 2SED ) i. SEE VER'ICAL CROSS-SECTION DETAILS 'A• A; B. L III' AT SHEET L3 7 ?. SEE HIXUZUNTAL CROSS-SECIIUH XE AILS 'C. D, L E' AT SNECT Y4 ,u Y' SERIES-8700_ HORIZONTAL SLIDING WIiNDOW FLANGE FRAME --ELEVATIONS — L.M.I. S•AU- COT.IRS) uc 13 1/4 r _ � IJ i/a' OL A T; 1� o /� • ! p I7 I/4• Go ........ �j I; .� ....... • • • • • • • • rB B1 ' s �J�= " i•• •• • • • •• (. 5, A -I NOTES. •\\—I ` ••• •:• ••: •:• l $A11C PN[1G2 SPACING AT I/;A 6 SIL� Yi 6 IN {'p SE LLELNI4L MIA4i,NS ARE • • APPLIED .ILICUV 4N. ARE AVAILABLE • • • • • • • 2. TWO AGJIT 13Npi AMCHORS REWIRED A PS UP ifONAI MEETING RAILS 1 15pc W. ; DP K()XL.W1 SOW UN E AG LITE • • • • • • • • • • • • • • ABRVE 70P$F / i$MS'F (a TOTAL) N] ES. • • • • • • • • L SEE VCRTICA:. CROSS-$ECI)3N DETAILS 'n, AI. B. L BI• AT SHEET a7 2. SCE Hdif 7l}N'4L CROSS-S�CIION !IE *AH.S 'C. D. 6 C• AT SHEF.: YS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • tj (D ;p. !1'(}Ulii'r IiL'4'(SFt} l •v cOn,N) )RJj wMYI JM FA-rrcia , � �'�_ :.CccTLAI=Y Id6 r "V♦L n/Aoxt� n:RjL_. �'rCs�tla�. •.1 t',BLSI ��N 1/4' TAPCUN W/ 11/4' MIN EMBFi)MENT INTO CC <SEE EI EVAI IUN AT SHEET aP -- —1. ALI. WUCD BUCKS ENGINEERED SLPARATLLY FGR MAX FASTENf.k SPACING) 3 TO BE REVIFWED BY DLDG. OFFICIAL (TYaJ 1 1/E MIN. I P WOOD BUCK AND FRAMING (NUT BY LAWSON E DGF. DIS LANCE INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE 5?.A7ING SYSTEM _ _ i v ° ° v , 1 L!4' N:iN. ° AEMBE'ME NT4 A° ] 4 �. c 0 4 7 EXTERIOR URAU- SHIM SPACE PERIMETER CAULKING TY" Lt .i EXTERIOR L,' Y a < m, � m G n , N O n o ? L l 3 i E3 EXTERIOR GRADE- 1 [ 1PER[METER CAULK CLEAR SILICONE ADHESIVE 8E➢➢!NG COMPOUND 34 INTERIOR LAMINATE) G_ASS U. n 1/4• MAX 4 ° Q'HIM SPAC V4' MIN. (TYP.) EMD-DMENT EXI GRADE CAULK -- STUCCO OVER METAL. LATH NAO.ED TO FXTERIOR GRADC PLYWOOD SHEATHING TO I* SPECIFIED BY ARCFI[TECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRItS, INC. I. 2X FXT, GRADL PLRIME ILR -� !I CAULKING NOT BY 'LAWSON :N3LISLRIf S% TO 9E APPLIED BY OTHERS (TYP.) EXTERIOR ALTERNAIE DETAIL. a14 S.M.S. W/ 1 114' MIN. EMBEDMENT INTO WOOD :SEE ELF.VATIGN AT SHEET aat FCIR MAX. FASTENER SPACING) ,o 0 b b 1 1/4' irr -� 1/4' MAX. SHIM SPACE I ` T®� IVtl I 1 F NI INTERIOR - WQDI?._F}2AME INSTALLAT;Otj.-DETAIL Nlo_ WINDOW INSTALLATION NOTES; c p O1. THE WINDOW FRAME FLANGE TO BE BACK-6ED1f.:U W/ AN :'Xi GRADE CAULK THROUGHOUT TH,: ENTIRE PERIMETER EF FLANGE YI „ SILL RISER -OPTIONAL BY W!NL'UW INSTALLER (TYPJ ✓ c q o APPLIEL' WITH SIL!CONF 2. THE E%POSED EXT. PERIMETER OF THE WINDOW FRAME rO C SEE DP CHARTS ON K SLALED W/ AN APPROVED EXTERIUR (.RADE CAULK u� SHEETS dt, 05, B a5. BY T ❑ITERS (TYP.) zl i • WHEN THE CAP BETWEEN THE WINDOW FRAME AND TUE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. _•` e tANCHORS NOTE. I ANCF',jRS TO B� 012 SMS OR Wl. SCREWS INTO WOOD, OR • • • • • • • I.1/4- AlCN•C pr APPROVED CONC FASTENERS INTO CONC., ' -_a__-_,___�__• • •; 1LT.'-I••A V!NWUM OF i 1/4- PENETRAT[GN INTO WOOD OR Y ` • • •' _• • • •I CSNCi IROFER 40 LOAD TABLES FOR QUANTITIES RFOt11RED) • /a P..A• • • • • • Nww , . • • ' (TYP.) Pt?+i(iUCT F=EVSSl:Ci c_N w ITN .iR ) ° 14EM •• ••• ••• ••• l l /S' MIN i LOGE ➢tST ONCE III""" 040•o -.2— - � • • • • • • • • • • • • • • • • • • • • • • • • • • uu y�, tJp6c PscAu� j !�/1 'I �01p{f� n'i� OPTIONAL S[LL INSTALLATION • QET b GAT .'Xp or Oki • • • or • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -- I AL:- X 001) BtiCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) BY OTHERS (T'?P.) 2 WOOD BUCK AND FRAMING (NOT BY LAWSON s ! O ¢ INDUSTRIES) MUST SUSTAIN LOADS IMPOSED o O w INTERIOR FINISH BY THE GLAZING SYSTEM b O 7 0 (BY OTHERS' - T to $ z t O . P' WJOD BUCKS a rn 3 7.1 23 I AMINATi'_F, GLASS I �' o 1/4• MAX. : " SILICONE ADHESIVE 114• Max 014 S.M.S. W/ 1 1/4' SHIM SPArE \ BEDDING COMPOUND MIN. EMBEDMENT INTO WOOD �\ (TTP.) SHIM SPACE w w14 (SEC ELEVATION AT SHEET B2 3 .-. INTERIOR r") _ ,OR :MAX. FASTENER SPACING) 2X 7 1 / 34 10 0 = C 'L a 27 (o E a . \ o .G 1/4' TAPCON W/ ! 1/4' w z o � f ------ M!N. EMBEDMENT UNTO CONC. U < 1 1/4• MW. :SEE EI-EVAT!ON AT SHEET aP (1-4 _ _.._ _: ; FOR MAX. FASTENER SPACING) 2 14 1' MIN --- EDGE 1 O 6 .--U DISTANCE/ / \ !1 1/4• MIN. 1 ..1__�...-... :- ..>,.. �� ;aM1 t Dv.ENT t I ~i �. p S Qr - 1 _ _- ' `' e a MIN (i) I C a 10 t «rrrrrrev.'vr<rrr«rr U" - + �� LOGE DISTANCE I�'il�, O EXTERIOR WALL FINISH �' _ .� _ a 1'^� BY OTHERS (TYP.)1. 1 - z _ 25 t o - a '� j I o 0 -- OE q EXTERIOR 18 19, 11 a v d w' ��-�� IXi. GRADE a STUCCO OVER METN- LATH KAILED T!1 /\/�T�J'��} CAULK- \y ? I N Y EXTERIOR GRADE aLYV070 $t:EATM:,G I --- EXT - ➢C PERIMETER TO BE SaECT. fED By ARCHITECT OR G.C. CALKING NOT BY ( ('' S — , 1 I U NO TERIOR FINN D( ORIT'S, 'LA BE A !N LED?Bi OTNOT By gr lavSUN !Npl1STRIES, INC. ' ?0 BE AAPLIE➢ BY OTHERS 7$' MAX. --WINDOW FRAME BUCK WIDTH--- , 74' MAX. -__ WINDOW FRAML FLANGE WIDTH—___ "W" WINDOW EQUAL LITE T ( "OX" REVERSGI)) PI WINDOW INSTALLATION NOTES: yI C U !. THE WINDOW FRAM' FLANGE TO BE SACK -BEDDED W/ AN EXT. % _ $ i �( f t, GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OP FLANGE �T1 J 1 BY WiNCpti iNSTAL.I ER <TYP> n E a IF Jk, P. THE LXWJSLD EXT PERIMF.TFR OF 1PE WIN➢F,W FRAMEi%'' �Z _BF SFA_E➢ W/ AN APPROVCD `XTFR1L 0R GRADE CAKBr piHERS (IYP.)2J21WHEN THE GAP QETWEEN THE NINDOW FPAMQ AY4 THE�rCK�R••Lcc •ASONRY 1S LESS THAN 1/Q". SHINS ARF NOT W:QUIP.F9•••••I ........_......._..__...... _...... _................... ...._......---._._..•_.......... • f • t • • ii .. ANCHORS TO BE h12 SMS OR WD. SCREWS llflfj WOL�f•,, ER • • • • •• m `'. LOCK LATCH AND SWEEP OPTIONS 1 1/4• TAPCr,NS or APPROVED CONE -ASTENERS INTO CONC., Cl2 VtXf'21:VI36D �`�^'� o ' WI711 A MINIMUM OF 1 1/4' PENETRA;I-3N INTO WOO) OR asc�nyll alg adt. Iiic ANFlorida V, vH': lam'' c I BOTH EXTRUDED ALLMINCM AND PLASTIC LIFT HANDLE I CON.; (REFER TO LOAD TABLES FOR QUANTITIES REQUIRCL') '•� T. Cam' o ' LOCKS ARE QUALIFIED FOR USE ON ALL. WINDOWS i • • • ♦ 1• • • • • • • • • • k tte;)(nui to � • ��. �¢ �«' �:"_ • -�"•'^ ' •r 2. DOT!! DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED j s'.........i_----01 • • • 8rcerai+olk:(c yy •'. ,) FOR USE ON ALL WINDOWS. • • •• • • • $ 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. I • •• • • •• • • •�,j; !7cde Pmdewx C(sie�) 'pjr e, i•,<s'' Wi • • • • • • • • ' f ti't6it S:sss•5*•• V K ••• • w • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• • • !2 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET I12 FOR MAX FASTENER SPACING) XT- CRAOE CAULK — WINDOW IN37'AL[.ATTQN.._NQTES; L THE WINDOW VRAML -LANGE TO BE BACK -BEDDED V/ AN EXT. GRADE CAULK THROUGHLKIT IHE ENTIRE PER:ME'.ER OF FLANGE BY WINDOW INSTALLER (TYP.) 2 THE EXPOSED EXT PERIMETER OF THE W:NDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHFRS (TYPJ • WHEN THE GAP BETWEEN TILE WINDOW FRAME AND 'THE BUCK OR MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIPED — .....__._.. _..._ _.� ANCHORS No•rE: I ANCHORS TO BF 412 SMS 03 VD SCREWS INTOWUUD, OR ./4' TAPCONS ur APPROVED CLINIC. FASTENERS INTO CONC, WITH A MINIMUM CF 1 1/4' PENETRATION ;NTO WOOD OR CONIC. (REFER TO LOAD TABLETS IUk QUANTITIES REQUIRED) j — PT WO1D BUCKS ) A 4 1 -1/4' TAKEN W/ 1 1/4' C MIN, EMBEDMENT INTO CONIC. (SEE ELEVATION AT SHEET p FOR MAX, rASTENER SPACING) a c E1nMu1uB/n7,1�,j a `[ - 0 0 1 1/8' MIN, I EDGE DISTANCE a A e° "XOX" WINDOW EQUAL AND UN -EQUAL THE •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• FROrUCT RF VISM, w a(Y.lp'jirg vi(9 tits Fkvib Y Cade N' ', rMrot NS • ••• •• or ••: •:• 1, r:ma De)e 2 • • • • • • • • • ATsn [kde Yndntt [;osemS� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • xlo �y�fgol :� fi �I W �. zl u al u•'�� 2 k . .Wr C Fates �[Y . DESIGN LOAD CAPACITY (PSO - OX orX0 WINDOWS # # +/- Pressures (so 3 WINDOW Jamb H & S Glass T "A" * 2 Glass T "B" * 2 Glass T "C" * 2 Glass T "D" * 2 Glass T e "E * 3 Glass T " " * 3 a c I; WIDTH HEIGHT Anchors Anchors +psf psf +psf + psf +psf -psf + psf psf + f �- 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 M O co) 36 24 3 4 65.0 65.0 65.0 65.0 _ 70.0 70.0 70.0 _ 70.0 80.0 800 80.0 80.0 Q I cf'i 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 81 0 80.0 80.0 N a o 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 MO 80.0 8C-0 80.0 800 M x 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o z z o 4p 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 MID 70.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �� o 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 L S 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7D.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 y o 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 800 80.0 80.0 F s 2 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 800 80.0 80.0 ("0� �' z u 3 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 mow! .� Q, 0 q fg 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 800 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 800 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 800 80.0 80.0 ^ o 60 60 5 6 65.0 65.D 65.0 65.0 70.0 70.0 70.0 MID 80.0 800 80.0 80.0 o 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 ` c° I= 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 A� g � E 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.3 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 800 80.0 80.0 J �d 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 38.375 4 4 65.0 65.0 65.0 65.0 7G0 70.0 70.0 70.0 80.0 80.) 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �' olaflly 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 al �I I NI N 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.) 80.0 80.0 =I 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 650 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80A) 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o .g f (_ e 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 800 I ; 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 490 • • •70@0 90.0 • 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 • 70.0 40 • • 0. • 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 7 .0 • `70U • • 6. 80.0 80.0 80.0 1 800 ' 74 63 6 8 65.0 65.0 65.0 65.0 1 65.0 • • .0 • • .+ • - • • - " Notes I.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. a-wpl img wxrt tbel'. �pw� 2.) STANDARD SI1" USED ON WINDOWS WITH �70.0 VP AND BELOW BuD�3uq L'alr �� WINDOWS WITH GLASS TYPES "A. B, C, & D') %'relJn pn Sh L RISER OPTIONAL z ( • • • • • •' • • • C.p•1'�0 --7 APPIJED WITH 3.) Sf.L WITH RISER ADAPTER ARE FOR WINDOWS ABOVE s70.0 UP �' ��• • ,y r .t • Fi;R OP ABOVE -70.0 PSr ./i C ate. WINDOWS WITH GLASS TYPES "E. & P') AND ;80.0 DP MAX. v% i.• • •: ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON 0 DP • WINDOWS WITH DP ABOVE 70.0. (SEE. ELEVATION AT SHEET 2 OF IO) •� • • • • •. ) ('�'Ypf�d., � �'�t E` h.} WINDOWS WITH GLASS 'TYPES "A, C, OR C.' INSTALLED ABOVE 301"T IN THE HVHZ. THE I.C. EXTERIOR LITE SHALL BF: TEMPERED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un-Equal Life 1/4-1/2-1/4 a m� c 0 W +/- Pressures (s FRAME SIZE #Jamb # H 8 S Glass T e "B" ' 2 Glass T e "C" ` 2 Glass T e "D" ' 2) Glass T e "E" (` 3) Glass Type ti _z a F y q m U O `� J a d J o Gov 2IO- o e ;4v � Z i - } a x x a O J Z ? m � a 3 CO 7 � Z o o m 0 a V O < T r€ Uzi 4 # QIz �� 0' O a o w' z I Fes, JI F� � d ti ICI�� E l 10 a a� �N S w .. _ � -- ,�• " fit' wy�........ ,•r l `�� t • ! ��iqj�\ 4 Q n Notes # I.) SEE SHEET 9 FOR C.LA7.ING TYPES, DETAILS & SILICONF OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW WINDOWS WITH GLASS TYPES "A. B C & D" 3.) SILL WITH RISER ADAPTER ARF. FOR WINDOWS ABOVE +70.0 DP I (WINDOWS WI9'II GLASS TYPES "E, & F") AND +80.0 OP MAX. I ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) I 4.) WINDOWS Wrl'I1 GLASS TYPES -A, C, OR G" INSTALLED ABOVE 3OFT IN THE HVH7„ THE LC EXTERIOR LITE SHALL BE TEMPERED. -/ _ '� /` I ' • _• - .� .. • _ ••• •• ! ••i % • •/ 1 /•'• / • I • • • • • • _ ]SOIL=�n=�4!1�1_JdSv - s,capinr.�tiish tLe Plaids sa !�� .4- t�`swsn�f'b Y� -142 sus- RISER f13T;GNAL , . 1• y'jtT,{' APPLIED WITH Sil.CONc I - I F'LR OP ABOVE +7UA NSA • ♦_�/`-' �' (-BOO DP MAX) • • i • �� r. Ancho "F" ' 3 Glass T e "G" ' 2 WIDTH HEIGHT ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (113-113-113) + / - Pressures (psf) FRAME SIZE #Jamb Anchors # H Z£ S Anchors Glass Type "B" (' 2) Glass Type "C" (" 2) Glass Type "D" (" 2) Glass Type "E" (` 3) Glass Type "F" (' 3) Glass Type "G" (' 2) WIDTH HEIGHT + psf pst + psf _ psf + psf psf + psf - psf + psf psf + psf psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 H 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 E2.0 65.0 75.0 a o a m 84 24 3 9 80.d 80.0 8D.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ° n z W o o x 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 00 2 ¢ 84 36 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a >< Z c7 0 , m 0 60 48 4 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 14 L ;; ( r 84 48 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 y F o F 60 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75:0 52.0 52.0 65.0 75.0 72 60 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 510 65.0 75.0 84 60 5 9 - 52.0 52.0 65.0 75; 0 65. 0 75.0 52.0 52.0 65.0 75.0 53.125 26 3 6 80.0 80,0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80 0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �pp� " 1 I w x o 51125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �v � a 53125 58 5 6 - - 52.0 52A 65.0 7&0 65.0 75.0 52.0 52.0 65.0 75.0ju) NI t` 53.125 63 5 6 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Iq A 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38,375 1 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 z 74 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ml 74 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 \ = s 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 760 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 650 750 65.0 75.0 52.0 52.0 65.0 75.0 = i w 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a Y w =� 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ` s 84 50.625 4 9 - 52.0 52.0 . 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 I: 84 58 5 9 52.0 52.0 65. D 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 . 52.0 52.0 65.0 "730; • $5.p', • .Q 52.0 52.0 65.0 75.0 Notes *1. 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SIGLASS USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH TYPES `A. B. C. N D-) 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A, C. OR G" INSTALLED ABOVE 30PT i` Y 20 SILL MISER - CPTUNAL n Qti gar Oa.•+f:wAx L APPLIED WITH SILIG E 3 • :� t FOR DP ABOVE �70.0 PSF • • • • • � See• aF�. �/ i' L`\ ..i.. � IN THE, HVH2, THE I.G. EXTERIOR LLTE SHALL HE TEMPERED �' ,7(qXF.a -uel {dto i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIL:CIBh Dal1UN3mv CORNING 0 99 SCH SCHNEE-YORENEO 5771 iRENCO SPEC IRON 2 CAAZiNG, KPtn a - LAbUNATE GLASS COMPOSITION - TYPE 8 YITETI I GLA39 DESCRIPTION 1 DETAIL LAMINADESGRIPRON I 1J3• —EALED TE 1 i 009 r" PLaST;C INT[(AAYER -j{- SAFLI1 IV' by I _] t/9' ANNEALED MASS I I J iEa•tran ENe 1 ca IAMINATF.O (LASS COMPOSITION -TYPE D M'M GIAA9 DGRCRIPTIDN DETAIL !L)UNATE DASCRIPTION _ t :: 9' TEAT-STRCNCI:TCKO GLASS - �}1' 2 D.090' FLAS TIC IN:{$ATER,� t TAGIATC PVB by ] 1/9• HEAT_ StRENGHTEAA.B CA.ASS I I O®= LAMINATED GLASS COMPOSITION - TYPE E t1EM CLASS DEIRIIU .N ® DETAIL u -ln E DPBCRIPTION vlr HEAr-s'R;NGM�fNED ;AAss _] Abs'Lenan PVR byTII2 SLNILRAYER C"Ak.l 19'BHEATA-SfRIKMB a i II.SS LAMINATED CLASS COMPOSITION - TYPE F RCN GLSS DESCRIPn0N DETAIL LAMINATE DE.SCRIPTIONI :IM ANNE4LCD IAASS 1 .;i 2 GOiO' PLASTIC Y1EfCAYf.R BGTgr-!TE PVB by -_� Xva�aY Ane�ca. Intl I_ ] 1/B' ANHEAI f0 CLASS .-_ -_, I� — (�� 0) a -• ____..-_ J ALUMINUM MJLLTCN —� Sf= MULLION APIRO\ALS - MOLUON TYPE, SIZE AND VAX. D(SCN PRESSURE DMITALONS. (AI.(JM. 0.078" MN. TH;CK; . 'HE ONIR PRCSSL9ES 0� — A..WAW OR MULL `_,IAL_ GOVCRN -4 12 X 3J4• SOS. FLAT HEAD. PHILLIPS. ;SEE ELEVAIMS)N Al SHEET I1 FOR MAX FASTENER SPACING ANL OP TABLES FUR OLANTI:Y) EXTERIOR GRADE `—YANDOW FRAME PE.RIMI Ik IR CA:P.KING EXTERIOR /E2 FRAME MULLING DETAIL SEE MULLON APPROVALS FOR MULUCN TY '7E AND 1". DESIGN ?RESVR L'.MIIATIONS. I No THE LCWER PRESSURES (N ,..E WINDOW OR MULL SFALI GCVERN 1/4' MAX If 7 S D.S X I 1/A- L. 1 $HIM (STT F.iFVATION AT $HELP Iz �- IIl''I'N'TERIOR FOR MAX. FASTENER srA04M 19 l9 _S_ 11 i 'SIL:CDlT CP:IVYS' - - OOV CORNING B99 T4E{n SPECTR- 2731 L33 D•-I iRENCn SPECT7_'N 2 GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE A TTCY GLASS DER WnDN t^n - I 'IAYINATR D69rA1PRONi -N5-- f -_i ve• aNwiALio n+ss - T�e ~ 2 iul'NO' PLASTIC INi F:1.4YF4 1 (1� r.E. PVShL'.I. non Che+col co. SCAIAI.T --- IA 1/4' IRAtA'ED AIR SPACE s JR• aAY a,eD aAss a> - W @ C)T .N INSULATED LAMINATED C[ASS COMPOSITION TYPE C LTEY GLASS I d DETAIL LAMINATE DR9CRIPTION, J9 nNM/4.ED (LASS L : !E 1 D090 PLASTIC LNTERLAYLR © "F� IJlACITE by A. y Ax SICK I. I/A' iNS1A.ATfO AID SPA[E T D 1/N_AIMALCO [L4SS (.) �--•QJu.r J INSULATED LAMINATED GLASS COMPOSITION TYPE EG new GLASS DF9 RIMON EW., �T� IAMINA7t 065CRIPTIO. I I/R AA-STRENG TEtFD _L S OOSW PL STIC TNTNIERLAYER I I O r 4JIAI:I IE PVB by 14AI SrRE (}.1ENLD GLASS >•Y " K.raraY AnNx: e. I.x. '`3 1/9• av1EA/ED Ci'ASSn�E ...I_ t{I� _-'1}{�__-- _� <•> ViNCOVS WITH CLASS TYPES 'A, C. OR INSTALLED A3OVE 3OFT. iu THE 4vn2. TIC LC rXTERITJR LUTE SHALL BEE 'E"P,E 0. I_ W!NVOW FRAME "TOTE EXTERIOR ALUM.TTLL3E CONTACT 09TPLATED. J MEUI SrRL('1 L ;R S A St i FL Fy 36 KS AN. (STEEL 19 A. MN. THC' - 004191 003 ') 8) ALUMINUM : 6-T5 MIA ,ALUM. 0078' MIN. imx META STItUCTLTRF.' ATTAC jtMr ENT DETAIL HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM f PART f REQD. DESCRIPTION • REMARKS 1 L-7703 I FRAME HEAD 6063-Tb AI.LIMINUM 2 L-8701 I FRAME SILL 6063-T6 ALUMINUM 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM- 4 L•Y704-r I 'FRAME FIXED MEE)I', RAIL I VENT MEE�IN'G RAIL w 1 6063-T6 ALUMINUM 6D63-TG ALUMINUM 5 L-7705 I 6 7 L-7707 L-9703 i IVENT TOP/BOTTOM R4,1_ 6063-TG ALUMINUM I FRAnF: vLMi JAMB 6063-76 ALUMINUM 6063-TG ALUMINUM 8 L-7706 I t VC.NT JAMB LATCH RAIL 9 ! L-8702 I FRAME SILL 16063-T5 ALUMINUM 6063-T3 ALl1MINUM i0 L-8705 -1 --- _TRACK FRAME SILL RETAINING CLIP 11 L-7708 AS REO'D. GLAZING BEADS 3/0') 6063-?5 ALVMINUM I W FS-006 AS RED'0 FRAME ASSEMBLY SCREWS 109 X 3/4• P.H. PHILLIPS_ 13 VS-340 I AS REDD INSTAI.LATICN SCREWS _ iN14 SMS F.H./PHIL 14 L-7531 AS REO'O. VINYL, BULB 1/4. CIA. BULB N3033 IG _ PWS-003 , AS REO'D. _ FIN SEAL WEATHERSTRIP F-I w 16 PWS-D05 AS REO'0. _ FIN SEAL VEATIIERSTRIP .187' w x .350' h 17 PWS-009 AS R(:O'D. FIN SEAL WEATHERSTRIP y.187' N x .310' h IS 9 i L-7771 PWS-co I AS K' D. AS RFD'D. ! AS Rf0'O GLAZING CLAD C INSULATED) PILE B GLAZING SEAT S!ll RISER ADAPTER 6063-15 ALUMINUM ..150' h 6063-T5 ALUM.- OPTIONAL 20 L-8706 21 L-7539 I VENT EXTRUDED SPRINT. LATEH VENT MOLOED SPRING LATCH 6063 T5 ALUMINUM MULLED NYLON 22 HC-U57-1 2 23 24 1--7523 • t x LATCH LATCH SPRING STAINLESS STEEL _ 1/16' CLOSED CELL FOAM 19 X 2 1/4' P.H./PHIL. 2 jSI_L/JAMS JLIINT GASKET FS-041 2 SILL RAIL ASSEMBLY :CREW EIC 044-1 _ 2 ! VLLP FLAP 3 BFlFF,_E X 112• X 2' L �27� HE- I I X WEFP OPEN CF-LL FOAM PAD .1/2- HC-040-1 2 SASH ROLLER 6 kUUSI NG 28 1 HCO26-I 1 SLR_EN FRAME 6 MESf 29 • 1 ;ATTACHMENT SCREW E CLIP 3D F!C-058-I 1 2 VENT swFLP LATCH NULDED NYLON DIE CAST nE TM -_ 6063-T5 ALUMINUM 31 HC 059-1 2 VENT SWEEP LATCH 32 L:8830 X Anchnr FRAME SILL ANCH3R CLIP 33 = ! 2 LAMINATED rLASS See oeta4s_'e LIT ur .t 9 34 N AS RE00. CLAZiNG III IC. See Detalls 2 LH DP sheet 9 A L UY INUM 35 OPT[ONAL� AS COLONIAL FALSE MUNT;N 3G SM 5504 AS REW3 JOINT SEALANT A 37 AS REO'U PERIMETER ACRYLIC CAULK 'v'SI POLYSEAMS AL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TFv �4s ? PRODUCT REVISLU, o I < i )CHz x4h TiiE FILz{dA . L IJT K C "� t Y� tlx.La lkl t Af y LL.-i'�31A TreLc ♦ • - 1J � C Vflrari .7nrhrcl -CM�� i _ •• ! Jul Ll I Oil FRAME HEAD L-7703 � '—�{ 0 I L643 .o6P FRAMF. SILL L/-87U1 L374 -' —A62 FRAME FIXED JAMB 1. -7701 0 84. it I FRAME VENT' JAMB L-6703 I - A6z Zbl3 SILT. 'fRACIC I. 8702 0 r 1 A93 ; �R �E `"-�9 \1 \ Rom. '0� O.RN♦rR • \ �I ► , T I ,e. .>A Eau. ua 6ftOM COf1_(<fj i VENT TOP CORNERI I —'- _SAtlL R!EEIlN4.F?& I \ \FRmc S., I / \•\?\ \ \\ I VENT LOCI( RAIL ( Ll O m o O m o o Z w `� j� O 1 W I .� < j J 0 7... z C9 c a � Z J ` O 47 ccji I� iN� a 1 SILL RETAINING CLIP L 67U5 t.46G ' VENT SPRING LA'PAC�II I L 3 21.\ - --- VENT INTERLOCK RAIL L-7705 A62 Zp� —tA7s—I VENTJAMB RAIL L7 08BEAD: I~� I —A62 ! �� ycvi oottov aNL 1 � fRaraf S11.L l !AEE!�N� .LL pw:��, —' 1 vENT f''7:OM C:L!1nf„R FRAME & SASH CORNER ASSEMBLY DETAILS FIXED MEETING RAIL L-7704 I{ 2.285 A78 L504 I SILL ANCHOR CLIP L-8830 02 ry85 ! 1 VENT TOP/BOTTOM RAIL W75—I i I GLAZING BEAD 11 � AEU 'am II—.773—� '• �i g' I o Y I c olo w a o J o I + t o n C f i qE • • • •. SIR[. RI.!F,i • LL:I11G BEADt. PICR • • • • • �• • • • I I I • • A� • • • ILLu'S' 000 • • •.777 � •.1L��(—A30 • • • • • YRCiDI: Ci RtYIS u .s cronpyu� wHl lM Fkwide I��e"`r•`�«,{ -Q222.tQ.. • • • • • P� • • Cu "I].iU] IJtlC �/a • • • • RSi -m'nCi tlk %ttxARi CYRIIi I ``Fti;,c-}. •�'"` Sr' i. ,- '- - 1. :7 ~�.� 4. .... : I y I� `f� �Y `t'i` yeti. Fl E C I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Florida Building Code Online Page I of 2 r.:.--^=-T �(y�y". ��//yeee BUS Home Log IB liter RegK 61t : Hot' Top sui—it surctame so" a Fa= Nb bona FSC Stan BcIS Sift May ;.Mkr S— 1. dY ; 4 r + j� uPr sER. aIei;APProval }\,.✓/j - n Aoorovai llen,i > FroC,�ct [r Anf.lca-I cvrrh > Ac-I':pc c- LiM > Ippli<t4on Dlliil FL R3 t F �� Application Type Revision Code Version 2014 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 Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226 tomb lawso nwindow s.com Authorized Signature Thomas Soros • is • • • • • • • tom@lawsonwindows.com • is• • Technical Representative Thomas ) Soros • • • : • • • • • • • • • • • Address/Phone/Email Lawson Industries • • • • • • • • • 8501 NW 90th Street • • • • • • Medley, FL 33166 • • • • • • • • 305) 696-8660 • • • • • • • • tomCRIlawson-industries.com 0000 • • Quality Assurance Representative Steven Bailey • • • • • • • • 9090 • • Address/Phone/Email 8501 NW 90th St. • • w• Medley, FL 33166 ��•�•� (305) 696-8660 Ext 287 • • • • • • • • • • steven*lawsonwlndows.com • • • • • • • is • • • Category Windows • • • • • • • • • Subcategory Horizontal Slider • • • • Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/14/2016 Date Validated 09/21/2016 Date Pending FBC Approval Date Approved 09/25/2016 Ci.mmary nr DrnAucrc FL # Model, Number or Name Description 15428.1 8500 Non -Impact Flange Frame 6500 Non -Impact Flange Frame Horizontal Rolling Window - Horizontal Rolling Window XO, OX, XOX Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLlt=+t';;➢ C_�A!�1` 11_Q3—IjIf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: +73.3/-100 Installation Instructions Other: FL15428 R3 II 15-1203-03.odf Verified By: Thomas). Sots, P.E. 55225 Created by Independent Third Party: No https://www.floridabuilding.orgipr/pr app dtl.aspx'?param=wGEVXQwtDgtep%2bDhVRQZ... 10/18/2016 Florida Building Code Online Page 2 of 2 Evaluation Reports Created by Independent Third Party: 15428.2 18600 Non -Impact Fin Frame 8600 Non -Impact Fin Frame Horizontal Rolling Window - XO, Horizontal Rolling Window OX, XOX Configurations Limps of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15428 P3 C CAC t `-120:-02 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/23/2021 Design Pressure: +73.3/-100 Installation Instructions Other: Fl Ir4ll, Q3 11 Verified By: Thomas 3. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Createtl by Independent Third Party: 15428.3 8700 Impact Flange Frame 8700 Impact Flange Frame Horizontal Rolling Window - XO, Horizontal Rolling Window OX, XOX equal lite, XOX unequal lite Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL154M R3 r CAC 8703 Imoal t H17l9 14-V908-14 !qf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 04/11/2017 Design Pressure: +80/-80 Installation Instructions Other: o p_LIt 071n t..ty3•,;HPY�?.i.no�><_1'd.%'r Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15428.4 88o0 Impact Fin Frame Horizontal 8800 Impact Fin Frame Horizontal Rolling Window - XO, OX t Rolling Window - XO, OX Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 171_15428 P3 C CAC 880Q3¢1gS,;.FIn Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Dite • is Impact Resistant: Yes 10/09/2018 • • • Design Pressure: +60.f-60 Installation Instructions Other: FL15428 P3 tl $900 Impact Fin HRV: 14-IW(-'•tiny Verified By! Thomas J. Sotos, P.E. 55225 • Created by Independent Third Party: No • • • • • • Evaluation Reports • • • • Created by Independent Third Party: Bach Next •!•!!• Contact Us :: JfiOc 81aIr Stone Rnad. Tallahassee FL 32309 PM1nne: 850-4B]-iB24 • ! • The State of Flonda is an AA/EE0 employer. Cnovr aht 2007.2013 State of Honda.:: Pnvaw Statement :: Accessihdl[v Statement :: R Tuntl Statem �t Under Flon4a law, email addresses are puble records. If you do not want your a -mail address released in response to a publ K-recards requestolo not seA� elzchonic I I.l ro IN, entlty. Instead, contact the afflce by phone or by traditional mail. If you have any questions, please rortact B50.487.1395. -Pu Grt to S•tlor•155.2'S (1). F ,nda Statutes, effective Wober 1, 2012, 8censees licensed under Chapter 455, F.S. must pmvlda Me Depantmvm H Mtn an ead adne. dress ieireV havc•The mad' provided may be used for oHkial commumcaton w,th the bcensee. However emad addresses are publ-c emn1. If you do net welsh to supply a txrsonal add ess, please prov,de the Depart —A with an amad address wh Kh can be made o—labla to the Wblk. To determine I you are a 1—I.See, under Chapter 455, F.S., please cIK We . ftj,o��du��ct Approval Accepts; I>•5f[ im Ei set urf t{'Il k-MIC.S7 • • • f ••••00 • •• ••••• •••• •••••• • • • • • •••••• • • • ••♦ • • • • https://www.tloridabuitding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZ... 10/18/2016 MIAMI'DADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805.W32fr �te"iRltoom 208 BOARD AND CODE ADMINISTRATION DIVISION j'J4 d f i'V8'6 15-2599 is NOTICE OF ACCEPTANCE (NOA) � -n� amidade.gov economy Lawson Industries, Inc. �"`+ ' ' j ', ; 8501 NW 901h Street y Medley, FL 33166 SCOPE: ti !w t 4• This NOA is being issued under the applicable rules and regulations gol h�.0 ofstruction materials. The documentation submitted has been reviewed and accepted e County RER— Product Control Section to be used in Miami —Dade County and other areas w ere 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 : prod udlowb 6terial • • • • • fails to perform in the accepted manner, the manufacturer will incur the expense oi:�ilah resting end the AH1 •• may immediately revoke, modify, or suspend the use of such product or materiajyy4 ip thciCitfrjoction••••:a RER reserves the right to revoke this acceptance, if it is determined by Miami-4iije Count}4 Product Control Section that this product or material fails to meet the requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply u*ith4he Florida )uilding•:••• Code, including the High Velocity Hurricane Zone. • • • •' • • ' • • • • • • .. . ...... DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum FreneX 00 s — L.1=1'.. •• APPROVAL DOCUMENT: DrawingNo. FD-2003 titled "La Porte —Impact h'rench:Out—S*vin lloor"t•••:• P ....R sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the jatestrevisien "G", dated••••; 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Prdtft Control' Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. ]MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 }Ian •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. 13-0328.11 and consists of this page I and evidence pages E-1, F-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DA®UfVTY �• �h�� NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 01 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 bu swing • • • ; • French door, prepared by Hurricane Engineering & Testing, Mi .,:Test V%Pc4s No. HETI-11-3201, issued on 01/06/2011, signed and sealed by C'ar &M F. F•ont•p. E. • • • • r. . (Submitted under NOA No. 11-0202.03) 0000 0 """ 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC; TAS 202-V • • • • • • 2) Large Missile Impact Test per FBC, TAS 204.-454 • • • • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram 4f *alu ninugi dijtswing • •; • French door, prepared by Hurricane Engineering & Testing,.Inc.. Test Rrtj s No. HETI-09 2623, HETI49-2645, HETI-09-2624 and HETI--09-*4646�. issued or* • �' • 10/22/2009, signed and sealed by Candido F. Font, P. E. .. (Submitted underNOA 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 HETI44-1897, 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—Soda, 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—TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) Jaime D. Gaseon, P. E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 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 0 For^_ -a En+ry Test_YPr 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 HETI42-1253, HETI-02-1726, HETI-02-1728, HETI-0.2-1736, HETI42-1742, HET142-1763 and HET142-1765, issued on 01111t/2 T)3, all•. • • • signed and sealed by Rafael E. Droz—Seda, P. E. 0 • • 0 : : • , • . • (Submitted under NOA No. 03-0219.01) C. CALCULATIONS .... . ..... 1. Anchor verification calculations and structural analysis, .aaiX lying: witk. FBG,• • • - prepared by the manufacturer, dated 12/ 12/02 with the latest-rcNmsed dated• 09/02/ 10', signed and sealed by Thomas J. Sotos, P. E. . . . . ...... (Submitted under NOA No. 10-012 8.04) • • • • " 2. Glazing complies with ASTM E1300-98104 V s e e 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 5th 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 101/ I.S.2-97, dated 01/25/12, signed and scaled by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) Jaime 1). Gascon, P. . Product Control Section Supervisor NOA No. 14- 0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 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.11-02OZ 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 warier NO.4 N _11-0202. 03,E 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 HETI-09-2623, . HETI- 09-2645, HETI-09-2624 and HETI-09-2646, issued by hurricane Engineering &.. ; • Testing, Inc., dated 10/22/09, signed and sealed by Candido F' F. nt: P. E.:-. • . (Submitted under NOA No.10-0128.04) " • "' ' ' • • 6. Laboratory compliance letter for Test Reports I�o. : • HETI .4-189 - • • • HETI-04-1896A, HETI-04-1896B, HETI44-13T2,,..• HET1 t2 T095,.... HETI-02-T090, HETI--02-1253, HETI-02-1726f.... HET-0k-1728; :•• HETI42--1736, HETI-02-1742, HETI-02-1763 and HE'PI-902-1765"hued by`:* Hurricane Engineering & Testing, Inc., dated 01/14/03 and 01709A)4, all signed and . ..: . sealed by Rafael E. Droz-Seda, P. E. 00 ;... •' (Submitted under previous NOA No. 05-1116.06) 0 0 00 000 0 '.. G. OTHERS 1. Notice of Acceptance No. 13-0328.11, 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. 9�� -- --- - Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14--0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 20I5 E-3 IMPACT FRENCH OUT-SWMG DOOR BILL OF MATERTALS IT®i / DRW'0 I PART I REQD. DESCRIPTION REMARKS t L-901 11I-090 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-902 1_11-097 t FRA14E SILL 6063-T6 ALUMINUM 3 L-903 111-090 2 FRAN[ JAMB 6063-T6 ALUMINUM 4 L-904 LIT-096 2 SIDELITE JAMB ADAPTER 6063-75 ALUMINUM 5 L-906 LII-092 2 x panel PALL TOP L BOTTOM RAIL 6063-76 ALUMINUM 6 L-907 LII-091 1 x panel HINGE STILE 6063-T6 ALUMINUN 7 L-905 LH-094 I x Panel LOCK STILE 6063-TG ALUMINUM L-909 LE1-095 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6063-75 ALUMINUM L-911 LII-085 AS REG'D. 114 ROUND ALUM. BEAD - 7/16' 6063-15 ALUMINUML-912 LEI-067 AS REO•D 1/4 ROUND ALUM, HEAD - 3/8' 6063-T5 ALUMINUM PS FO-624-2 L-900 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM VVS-DOt TP 3286 AS REO'D. Bulb Vinyl Wts'p.-Tenn Plastics, Inc See Material Composition at Sheet 6 PVS-D01 AS REGIL WTST. 8 TOP/SOTT. RAILS Schlegel FS - .187'w, X .210•h. PVS-002 ■ AS REDD. WTS'P. a FRAME HEAD 6 JAMB Schlegel PB - .1871w. X .330'h. 15 L-910 LII-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16 FD-619 F➢-619-1 2 x pomei STRIKER PLATE 6063-T5 ALUMINUM 17 FD-631 1.II-086 AS REDD. GLAZING ADAPTER 6063-T6 ALUMINUM 10 HC-001 SF-5532 2 x Panel DELTA FLUSH BOLT 48 TOP 6 BOTTOM OF LOCK STILE) 19 FD-621-2 HC-024/025 I SET DOOR LUCK / DEAD BOLT SET KVIKSET - Series 690T COMBO 20 FD-621-2 HC-024/025 I SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series FB350 COMBO 21 1`11-621-214C-024/025 1 SET DOER LOCK / DEAD BOLT SET DEFIANT - Series 831 COINED 22 ■ FS-035 AS REQ'D. Frame Install. Screw - Head (See Notes at sheet 4 of 6) 23 ■ FS-035 AS REWD. Frone Install. Sc,-- Jonb/SKI (See Not.. at cheat 4 of 6) 24 ■ FS-026 8 FRAME ASSEMBLY SCREW 412 X 3/4' PM -PHI. 25 ■ FS-012 AS REG'D. JAMB ADAPTER SCREW B10 X 3/4' P.H.-PHI. 26 FD-634 LII-171 AS REO'D. 1/4 ROUND ALUM. BEAD - 11/16' 6063-T5 ALUMINUM 27 ■ FS-043 8 GLAZING ADAPT, ATTACH. SCREW 08 X 1 1/4' FM -PHI. 2e FS-049 2/Panel Double Rol Assembly Screw 3/81x2 1/4' Hex Screw 6 Nut e9 ■ AS REO'D. NEUTRAL CURE SILICONE Schnee -Morehead SM-5731 30 ■ R AS REO'D. NEUTRAL CURE SILICONE Dow Corning 899 31 ■ ■ AS REO'D. NEUTRAL CURE SILICONE Trento S-500 ■ ■ AS REO'D, Laminated Glass see PC. 5 Dupont - Sentry Glass Plus eF.—C-1-177 AS REG'D. Laminated Glass see Pa. S Dupont - PVB AS REO'D. Laminated Glass see PQ. 5 Saflex - PVB r37 ■ 2/Pones PANEL ASS'Y ALUM. PLATE 1 1/2'x 2'. 1/8' (6063-T5 ALUM.) A 2/Pont Panel Ass'y Full Lerght Rod 3/8'11c. 20D Rod. Plots, Flange Nut ■ 8 HINGE ATTACHMENT SCREW 010 X 3/4' P.H. / PHIL ■ le SIDELITE ATTACHMENT SCREW 010 X V PH/PHIL. - (17' OC Max) NC-006 6/Jamb 1/2' Dla. I.I. Plug - Nylon 6-6 HICROPLASTICS ^ Rockwell M-79 40 HC-007 2/PonL 7/9' Oa. Hole Plug - Nylon 6-6 HICR13PLASTICS - Rockwell M-79 4 IBOLT FLUSH BOLT Still Plug -Nylon 6-6 SIWCOPI_ASTICS Inc. Rockwell M-79 42 L-913 LII-096 jAS REQ'a 1/2 ROUND FALSE ALUM. "TIN 6063-T5 ALUMINUM 43 ■ ■ jAs REO'D. INT FALSE APPLIED MUNTIN 1,25' X .022' STOCK ALUMINUM 44 L-915 FD-623 AS REG'Q FRAME HEAD SHEAR PLATE 6063-TS ALUMINUM - 4' long 45 L-916 0I-1t7 AS REOT. FRAME LOW SILL - OPTIONAL 6063-75 ALUMINUM 46 FD-635 MC-050 1 TWO -POINT FLUSHBOLT LUCK OPTIONAL ( FOR t/- 76.0 psf DP) 47 FD-626 FD-626-1 2/Ponet FLUSH BOLT GUIDE ALUM ANGLE 1 112'. 1 1/2'x 1/8• Alum. 6063-TS 48 FD-627 FD-627-1 2/Pant 2-Ponnt Lock Bolt Guide ANGLE 3'x 3'x I 1/2'x 1/8' Alum. 6063-T5 49 j ■ ■ AS REOT. Joint Sealant- White Colored 'Purvis Co.' Super Seat 50 FD-638 HC- 1 SET LOCK ACTIVE HANDLE 6 TRIMSET ASHLAND #W5201A-A 51 FD-637 HC- 1 SET MULTI -POINT LOCK ACTIVE ASHLAND NW5110-STACTS 52 FD-640 HC- I SET LOCK PASSIVE HANDLE L TRIMSET ASHLAND OWSeOIA-P 53 FO-639 HC- 1 SET MULTI -POINT LOCK PASSIVE ASHLAND RW3I10-STPAS4 54 FD-641 HC- 2 x Pont[ Multi -Point Lock Holt Guide NYLON 6-6 Rockwell M scale 79 55 ■ FS- 4/Guide Ratt Guide Attachment Fastener e6 x 1/2' P.H./PHIL. 56 FD-642 j HC- I x Lock 1LOck Top Mount Adapter NYLON ADAPTER 57 FD-643 HC- 1 x Lack ILack Bottom Mount Adapter NYLON ADAPTER 14: We' Max Unit Width SkAelite dame —.he, spactns Swing Panel vdth re eW Panel With A,' ( 3335 3/16' lnax. 1 J y J J a)= LAN =iu=x L I ~ t J N W N Z N Q a,Qm� K W 4 5' a e5e• to B 1® SEE OPT 3 ALTERNATE BOLT/25' INS AT SHEET . 1 6 \ Max. OLD Vidt — / L a� Active Inactive m= 2 M 0 le 20 21 N-. nd-bolt f•1 co- 0 J d > a Sidelite \ de i d Side ite H '.1 lE BOLT 1 3 0 AT SHEET 7 3B' ANCHOR NOTES: 5 �3/4 _ now a.c. tM�'_ "' ILO 3/4 12 3/4' ♦ /2 ♦ //2' 14 o1/8' J/4 1. SEE ELEVATION AT SHEET 1 OF 6 FOR (at sidellte) e.c oc os. aw. .a a ANCHOR O.C. MAX. SPACING AND LOCATIONS. oCtke P, ne1 Inoct le ponel7 2. SEE SHEET 4 OF 6 FOR INSTALLATION .t. FASTENERS ANRHnR SPA(YNG Q FRAMF HFAn Ar SILL "OXXO" EXTERIOR ELEVATIQN QUAUn9S SINGLE k VULTIPIM PANELS (SEE ELEVATIONS). QUALLFIES UNITS WITH AND WITHOUT SIDELITES MAX. FRAME SIZE 146 1/2"w. X 95 3/4"h. OXXO EXT k INT FALSE COLOMAL MUNTIN APPLIED M/SILICONE. QUALIFFIBS SINGLE OR DOUBLE BOTTOM HAUB MAX. DAYIITE OPENING WIDTH = 25" MAX. DAYLITE OPENING HEIGHT = 83 1/8" SEE ELEVATION AT SHEET Sof8 FOR MAX. ANCHOR SPACING ALL DLMENSLONS SPECIFIED ARE IN INCHES NO HURRICANE SHUTTERS ARE REQUIRED mnlvine wnlh fl r Florid■ _L b 3�' T Same anchor spacing at frame head h win NOTES: 1). THIS PRODUCT .S OESIGNED AS PER 2014 FLORIDA BUILDING CODE - Slh EDITION. 2), GLASS MEETS HEQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF THE FBC 2014 CODE. 3). 1X OR 2X WO(D BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE do TO BE REVIEWED BY BUILDING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING OETA1 S. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5), SEE NOTES O SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL Building Co 11MITATIONS6 AaraptorceN `''��ee.Jo� I). MAX. DP t86 PSF W/ (4) Surface Roles d( Gloss Types A, B. C A( D. I• 0u :gyp (SEE LOCATION DETAILS O SHEET 3 OF 6) - 2). MAX. DP = +/6 PSF W/ 2-Point Lock (active)+ (2) Surface Bails of Inactive THOROFES&W 4 @R • �ci C�niro� • • •• 3). MAX. OP = +76 PSF W/ Flat Sill do must be used where water infiltration in not required or opening is protected by overhang ratio greater than one. B • • 4), MAX. DP =t86 PSF WW/ MuIU-Point Lock (I-active)+(i-possive) at InactWO O. IJ Sr uiIs`, • me �•comp� w/ C 04 �+1 Oi/05 8501 NW 901h St. eed ® laeto comply w/ FBC2007 k Added MEDLEY. FLORIDA 33166 O 5225 L Is Insulated GI... 01/22/LO D Z 9. I (365} 896-8660 Ashland Muit-Point Look 01/27/11 MAA'VFACTURSR OF QUUM ALDYTWUM nNDOFS LND CUSS DOORS 2 ' RarIAed to con W w/ 2010 -Rfp pw a...: r..a n..r neA crrww. sad /M.a.� er n. sr�..� A E -9 '!'-*' Reelae to oom w 201t pB • • • NOA APPNovAI IWACY FRENCH DOOR M s {�Q:- `i li^"i ft Neisod Eras Qfoo-I id l "La Porte" Impact" French Out —Swing Door •S,,t.� �)...f,L�{1li)1��• sawn �r dtsrw.'m • �t7)-L""'t♦` 1Velead • s«+.: A"/.r.w.. w•.•r..; lirw.as AA■Nm. Amx.Iw. Twve G n.t.e. FD-2003 ••• • • • • ••• • • • • • • • • • • • • Is • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 110 7/8' Nex LM Vieth Swing SEE IrONAL .1 SHEET Peml Vtlth �3 e6 AT SH (.35 3/16" n 1 A 2 f 115L lac (I � m 11 h it i ll -� g ma Acjive / _SEE 9ERAH`SNF�T 3of a "OXO" ELEVATION 143 112• Max Urtlt Vldth SEE ALWJMTE BOLT Sldellte OPTIONSer065 AT SHEET Swlnq Panty VAath Point Vldth ( 33 13/16' nO%. > A l 35 3/f6' no x. J N s N Max. Vldt i 0 iJ OI) II D gIF RII, '� �_ rg xi� II w p•xi�ctive II 8�a Active 1Iz q n P l7r irv� f M, i SEE ALTERNATE BOLT 3 f6 AT SNEEY 3 8 "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. FASTENER NPE8.6 FOR INSTALLATION 74 1/2.' Nox UNt Vldth 7e 3/8• Nox 7A 5/e' M. ��III Ihlt VNth ..III --SCE A� RNA g UNt Vlach Sldellte I/ OPDONS SNEE'f i 1� 3 of aSEAT TASTE T enei v40, A X 3 or a �'If a or e 13/16' wn x. r--`�11 T_^ _F_1rli VATIbi "OX" ELEVATION APPROVED CONFIGURATIONS 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. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. n CL LS O m O NM A N G io mx �L F IA �OP�SOr T ` / `OPnONNsS AT SSHEV 3 era 3 to "X" ELEVATION 110" ELEVATION PfiODUGT RFVtSPA es cemplyiaµ tvilh Ole FbLidR _ Building Cade �oB.O aeuplanco No ��,�� E. �a 4?o1Q ® Mimd PTadOtt CbaWl THOHAS 1, SOTOS • • • . . . . . . .. PROPRBSj/14d}IPNCtl�ZR • • • • • • • • ..t!_ 5 sir, • • • • • • • • "LaPorte" t'PACT FRENCH ODTSINNC DOOR - DESIGN LOAD CHART PARK KID= GET emu'ISM (1NC�3) WRITE • WGFT • NUMMIRZDPPANMELEL OF ANCHORS Akwt"R DP PSF ) u'SI2E D/- CLASS TYPE "B" +/-(PSP) CUSS TYPE 'C" +/-(PSP) CTAES TYPE "D' +/-(PSF) • 101/4' 16 1/4• 22 1/4' 28 1/4' 301/4' 34 1/4' 77' a15' 5 3/16' +76.0 +76.0 +76.0 5 3/16' +76A +76.0 +76.0 5 3/16' +76.0 +76.0 +76.0 5 ±86.0 29 3/16' +76.0 t76.0 ±760 5 186.0 31 3/16' t7&0 06.0 t76.0 5 486.0 35 3/16' +76A 1 +76A +76.0 10 1/4' 16 1/4' 22 1/41 29 1/4' 30 1/4' 34 1/4' 93' '(6) 6 +06.0 11 3/16' +764 1 -76.0 +76.0 6 !86D 17 3/16' +76.0 �76.0 +76.0 6 ±06.0 23 3/16' +76.0 t764 +76.0 6 +86.0 29 3/16' +76.0 ±76A _760 6 +86.0 31 3/16' +76.0 t76.0 +76.0 6 +06.0 35 3/161 +76.0 +76.0 +760 • arcMmc rArn:L -1 rc nrrw.ac nz c 1> R - -w.o ..w.. • 0 PARDMfESIS INDICATES J OF ANCHORS AT FRAME 1400. RA.iAbn 7La 75'225 SB'• kae 0.coin• w C 4 O1 00T/�/J' �V'"��{ �/`�/ 8501 NW 90th St. �• / / LA / / {`J L/ MEDLEY, FLORIDA 33166 RTlaed to comply �/ PEC2007 k added•uhted Glaaa 01/22/10 9 IN C . (305) 696-8680 shlmd Hult-Polat lack 01/27/Il YANUFICft7RFR OF QUA6l7Y AIUMIN0Y 1RNDOFS AND GLdSS DOORS tco / ZO/l`I� • • • A Stun M cte•n P1 haPerv.� a..N•/irwl rlwxr alwe w71=7QF• Rena ezx w 2014 • NOA APPROVAL IMPACT F .1 DOOR 2 OF d `pF*r;�� ae"•"Nelao Er.1/`e 6 "La Porte" Impacts' French Out -Swing Door Oil •'at��+• 1 t,lly !ti • • •ate jp 4lelao iraeo • �p 2 0762 j' 1 5 LU IJ 8 e . R h.•e•• a^'°w a'""�^, FO-2003 a.t.e. C • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • -5/16' TAPCON W/ 1 1/2, MIN ENDED. (SEE NOTES BELOW FOR SPACING) /�.— 2 x (P.TJ WOOD DUCK / I I c1/4' MAX. SHIM TYP. JAMB S16101te MULLION DLU Width Panel Width MIN ]TYP D. O O TYP is 46 uffmoR sms 0118RIOR BIDE Active Inactive Active Innctive O \y 18 \j -(( 18 / EmRNR smg / \ EXTDRIOR DmE E3 ((L_J E4L__J LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO -POINT LACK & FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE 22 --1 2' Silt SILL q : , Height • • .. �, I}'•MIN ENDED. INTO 3500 PSI CONC. (TYP.) "- 1 I/4• I S/16' ELCD TAPCON W/ PRODUCTREV15ED (MEN. EDGE OUST.) 1 1/2' MIN ENDED. (SEE SHEET I OF 6 nwlnplying�iidl Wc. Building Code FOR 1�ATION AND SPACINGope r yFSxm B2 OPTIONAL - DOUBLE BOTTOM � R L� DETAIL pgem( Roduc(C INTERIOR SIDE LOCK STILE Active <'J I I /_ I VIJ Inactive 1 x (P.TJ WOOD DUCK (SEE NOTE 3. SHEET D 4 3 MULLION JAMB 12 �Sldellte 17 12 OL:J EXTERIOR SIDE O UNIT WIDTH TWO —POINT MULTI —POINT MAX. OP - 276 PSF MAX DP - ±86 PSF OPTIONAL LOCK DETAILS THOMAS I. 90T08 • • - PROtD3S1,STilitilTita • • 0 55225 * TE OF• iki1p Ft • DATE--'S7K�141'lr� 1/4' C2 MAX S -5/16' TAPCON W/ 1 112' MIN ENDED. SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING 1 1/4' Minlnun Distance 0 � �iQR NOTES 1. SEE ELEVATION AT SHEET I OF 6 FOR - ANCHOR O.C. MAX. SPACING AND LOCATIONS. 0 is i ID 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. /Active Inactive 5 i7 OPTIONAL BOLT • TOP RAIL mIT�1OR smE DITEMOR SIDE 5 Active Inactive Y i 45 12 2 �{ I/Helghtl OPTIONAL SILL i ..:. �!ti?•"��^-I {'MiN EMBED. INTO 35M PSI CONC. <TYPJ OPTIONAL BOLT 6 BOTTOM RAIL 5/16' ELCD TAPCON W/ I 1�i• 1 V2' MIN EMBED. UN < SEE DETAIL £3 FOR MOUNTING L13CATMN) (MIN.. EDGE DIST•) 23 FLUSH BOLT & (•) FIAT SILL NOTE: 'TWO -POINT LOCK (IMITATIONS: DOORS 6 SIDELITES WITH THIS SILL TO BE 93 1/4' MAX. FRAME HEIGHT, 1). MAX. OP = ±86 PSF W/ (4) TNIS TYPE OF SILL IS LIMITED TO •/- 76,0 PsF DESIGN LOAD AND Surface Botts & Glass Types A. B, & C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 21, MAX. DP - ±76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF Wck•(oc6j v)*(2:Suijoce Bolls 0 Inactive OVERHANG HEDOGREATER L� OR EQUAL TO THE HEIGHT OF THE WALL Noll1: Tj� % �`1 %� ]� % LA Y�/ `� / {1 �/ MEDLE850 Y, FLORIDAW 90th t33166 c p�' w/• C 04 Ol 06 .•comply w/ C 007 & Bdded 1 Gius 01/22/10 D C . (305) 696-8660 Mutt-Poiol Lock 01/27/11 MANUIICTIINfA 0I QITl61TY AIUMINUM IfINDOIS AND CLSS 900NS `A wmpl w/ ZO1D PBD • • • �o oo� Sr 201'r Dr•v N.a IW( TI•.c ..." S.r4r/Y 44 1H n- Slut NOA APPROVAL IMPACT fRENCH DOOR 3 OF B I nelso]e EEeLa e e "La Porte" Impact" French Out —Swing Door TlelsaR Rruo • o.Dy1/` OL/20 a w: n.t.s. RV New.•: DnwWw N—A- FD-2003 RM.len t...c 0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/l6' TAPC13N V/ 1 1/2' MIN EMBER INTERIOR SIDE SEE BELOW FOR SPACING 1 x (P.TJ WOOD SUCK •: (SEE NDTE 3, S)IEET O 3 AMB 19 20 21 LOCK STILE 46 S9 15 Active ux. mct: oin EMBED )' TYP LL HEAD O = 9 r ~ W = Z a a EXTERIOR 0 uu• wo lux wq TYP. JAMB Inactive• 3 10 3 - TYP.' OV A' MAX SHIM MIN EMBED RYT£GTnN CinV. (TYP.) •�� .,..�., ,.. —5/16' TAPCON V/ 1 1/2' MIN EMBED. ..(SEE NOTES FOR SPACING) y„ 22x P.T. Vp, i t/2' MIN. &P (SEE l l/4• HIM• EDGE DIET lYP '• 3/16' TAPCON V/ 1 1/2' HIM ENDED. SEE NOTES TOR SPACING 1 x (P.TJ V000 BUCK P.' EMBED• NOTE 3, AT (SEE NOTE 3, SHEET 1) `.+tf T7P _•t �.., SHEET 11 . 114E MAX. 1 1/4' MAX. SHIM TYP. 4 SHIM TYP. HEAD 4 22 138 2 Al 12 _ ( ATE GLASS � B 10 33 34 r 0 EXTERIOR SIDE W Z Z W a o INTERIOR SIDE a Active EXTERIOR SIDE Attachment Screw AAldeute Screws a each side of JoMbs, l2 total per sldell is ) INTERIOR SIDE C PRODU TRLVISED Iu oomply. with No lodda Building Cbdt Awcp1•xe No O 7 43 ste Active --�t.Lnmi Produce Cbnlrol n• 17 B 23 L 2' SILL ells +' He ght B 1 23IV I — L 2' SILL 7. Mesntt igh +l T,• • �• —I 1 1/4' (W4. DIM OISTJ �' MIN EMBED TYP 5/16' ELCO TAPCWN W/ 1 112E MIN EMBED. (SEE SLEET 1 OF 6 FOR SPACING) (MIN. , ',i' 1 �' MIN EMBED. INTO '3500 PSI CONC. (TYP.) DATE - 1 1/4' EDGE ow.) I x (P.T.) WOOD BUCK (SEE NDTE 3, SHEET 1) INTERIOR SIDE 3 19 2D 21 LOCK STILE JAMB _ STILE L__j o UNIT WIDTH EXTERIOR SIDE INTERIOR SIDE , (O O INTERIOR SIDE 1LICK STIL6 5 0 Inactive EXTERIOR SIDE E2 12 50TOB • • • • • • • • • • • :NC EER • • • • • • • • -5/16' TAPCON V/ 1 112' MIN EMBED. SEE ELEVATION AT SHEET I OF 6 FOR SPACING INTERIOR SIDE •.�' LOCK STILE } 19 20 21 7 Active 4' ' (EDGE DIST.) — — '•;" I'•' 1 1/2' TYP. \ (IaN.TTMBEO.) L J G2 2 _ EXTERIOR SIDE 50 51 Q UrFORIOR �s 9 Active LOCK STILE u G3 H3 l EXTERIOR sms INSTALLATION FASTENERS NOTES: '1X BUCK' MINIMUM REQUIRED FASTENER LF14GTH HEAD: 5/18' X 3 1/2' Long TAPCON(• JAMB: 5/16" X 2 3/4' Long TAPCON ') MULUONS: 5/16' X 2 1/4" Long TAPCON(l) I-) TAPCON BY . CO ULTRACON' '2X BLICK' MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16" X 3" Long TAPCON(-) JAMB: 5/18" X 2 1/4 Long TAPCON(') MULUONS: 5/18" X 2 1/4" Long TAPCON(-) Iwl N BY 'EWQ ULTRACON' AT SILL: 5116E TAPCON w/ 1 1/2" MIN. EMBED. INTO 3500 P51 CONC. MIN. NOTE AI FI ¢�NFRS W/ 1 1/2' MIN. EMBEDMENT. 1 114E MIN. EOGE DISFANCE k 114E 6tAY. SHIM SPACE ANCHOR YIELD STRENGTH Fy-i55ksi ANCHOR ULTIMATE STRENGTH Fu=177ks1 • All TAPCON LENGTne 'V BPECD7ED AM MINIMUMS ( SEE EMATION AT SORT 1 of 8 FOR ANCHOR MAX. SPACING AND LOCATIONS ) IF 0 •• F••• {) �;, • NS �r0�! v! a o vis �cor-n* w/ E 01•-j1/01/OS 8501 NW 90th St. L S ®1 ••t Revised to comply w/ FBC2007 k added 1 I P V MEDLEY. FLORIDA 33166 (305) 696-8660 55225 Insulated Glass 01/22/10 S, C. ' •' ehlend Mult-Point Lock 01/27/11 MANUFACTURBR OF QUAUTY ALUMINUM WINDOWS AND CUSS DOORS �FZ�7•E m _ Reefeedt ♦eom� •w/ 2010•P fk • • • w.,, ew..: ra•r a.w.NT.bo Iw.v iid� � C(jr Revle b Cem w 201.4 P NOA A► X-OYAL IMPACT fREHCH DOOR 4 OP 6 II,FE •' "'""' R'o1`ie ))La „w �uoJ Naleo Eras • 6 Porte' Impact" French Out -Swing Door � Awww,� sl7eleo traaa ,r r 01/20�%j2• 3, a • • r a : n.te. ry. ww. AY mM: r•s •(a Ae.r.n FD-2003 jt 4 A—L. G ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• H o ASSENa.Y SMVI 020 lie r a/Y PIE/PHAL. KATIE11Sla1P TAQ V _ I—. tlLL FRAME ASSEMBLY DETAIL SIR) D(° S)•VM SILL SEALANT DETAIL NOTE, HEADER TO tE SEALED SIKLAR TO SILL usr 1111tO( LEFT ,MHO .—IM 411AO 7a\\.. IR KLME GROWL M saevs 1>z Ina, INTERIOR SIDE 010x 1'PMM114 Eo — t7 Glaaing Adapter-5/e•�Glezlug Depth 29 0 31 Silicone II _ Caulking 3 IB/14 Laminated Glsaa ASAP)cNl by Dupont or Solutia MtFAIm SIR Types A% 'B' or 'C' SIDELITE/JAMB ATTACHMENT DETAIL (SEE TAAEE W/ CORRESPONDIN GLAZING TYPE 0 DESCRIPTIO 1/4 Round 32 33 34 8ead 9 10 Aarss lace_ rn EMR10R SIDE it �\ GLAZING DETAIL #1 �•IEIT VIER MWA S1aE MID TWO t/a• w)rL: ATrALaeFNT/ U sosvt nl U us x v+• nLmeL iTNGE ATTACHMENT WAILS AECCss IRE / / LC£I i1Al• NINGE lEK T11 Dom W $TRE NOTION NEX Mu, AtAuMENT' ANI YAAne zn PR ADL PANEL ASSEMBLY DETAIL ACL'[SS IR[ mVEO $14 SNS DR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) 1,-+-1�0.125 TKK. MIR MIN EDGE DISI I (6063-TS MIN.) IIALUMINUM TUBE N(A 1/4' MAX. SHIM TYP. 1 1/4' MIN. EDGE DIST. (" TYPI 5/16' TAPCON V/ 1 1/2' MIN EMBED, INTO CE (SEE NOTES FOR SPACING). (CONE. TO BE 3 KSI HIM,) __4`-.._. _... 1 (NUT 1/4' MAX. SHIM TYP. 014 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) 1' 12 GA, HIM. NW EDGE GIST. (fy = 36 KSI MIN.)kv D 1/4' MAX. SHIN TYP. PAT STEEL TUBE f➢i COLUMN (STEEL W CONTACT Y/ S EKUK TO BE PLATED DR D) NOTE. OPTIONAL INSTALLATION DETAILS MAY APPLY TO DOOR FRAME JARS AND/OR FRAME HEAR FRAME INSTALLATION OPTIONAL DETAILS (TYP.) INTERIOR SIDE 10 Clezing Adapter at in Sllo< 3 5/16' IaTDinated Glees 29 v 4 GIs g De tb (SEE TAHLE V/ CORRESPONDING GLAZING TYPE A DESCRIPTIGI 1/4- Insulated Air 3yece I/ 1/8" Temp. Glees _ INSULATED SPACER 'TruSea('- D,r Sent salggle Spncer Glazing Dead 2 Rnck - t/4' At Ce PtNo. 812-25H-35 EXTERIOR GLAZING DETAIL.pr�#2 ( 14—W. SAl'(�{IJIEEEIS EiiEt Pp — GLAZING TYPE & DESCRIPTIONS •� 466" O/A Laminated Glass by Dupont - Glass Type 'A" ' 1'1'tl[ DBSCRIP7ION 32 1 3/16' Annealed 444d• 2 .090' DuPont SGP Inter(ayer 3 3/16' Annealed .340" 0 A Laminated Glass by Dupont - Glen T e "B" ' SIEN DEACRVTION D6rAR 33 / �{' ' t _4 1 1/8' Annealed 2 A%* Pont PVB Inter(° er • 3 I/8' Annealed .340 0 A Laminated Glass by Solutia - Glue Type C tr➢N DDDCRVr10N OHTA6 34 1 1/6' Heat -Strengthened Gloss �[ -IF' I aa,o J 2 SaMrr PV➢ lntfrl°ytr Neat -Strengthened Glass GLAZING TYPE & DESCRIPTIONS .340 0 A laminated Glass by Solutia - Glass T e D 1y➢y DI8(.'RIPTION OITlR I 1/e' Wnt-Strengthened Gtass � 0 A/�, 2 3 .09E Samx PVD InttMayer 1/9' Nest -Strengthened Gloss I u,o• 4 1/4' INSULATED AOt SPACE 5 1/0' TEMPERED GLASS .340 O A Laminated Glass by SoluLia - Glass Type E 17EY DSSCAIP'RON DVfAIL Meot-Strengthened (gnv 2 3 .e90' WPont SGP 1nteM rr 1/e' H-t-Strengthened Glaze .4 1/4' INSULATED AIR SPACE 3 1/8' TEMPERED GLASS REVISED <sa LI-n.�l°i. xa + I- sn�4 � Mi�)> �_a Buiiding CoN Q O Ace anee No ate x • • • 1��y H(IfGE•ASSEi(B[.Y DETAIL d 2 8 Miami Product Coam 5 • • • RNGIjIBBR • • • i' •CFI➢-8E4-E ade �Es1/ S•.�;,�p • on o a: tfaed�comfy w/ 004•••t1 OA O6 f� �1 \/ 8501 NW 90th St. ReYived to comply w/ FBC2007 & added � J tl MED , FLORIDA33166 225 • Insulated Glass 01/22/10 l rT 305 60 bland Mult-Paint Look 01/27/11 MdNUIICTURBR OF OVILlTY ALUYlRUN IISDOIS AND c41ss DOORS 7( �``r J • <71� Revised I.g co w/ 20, • • • Rev •to com •w/ 201 °"'�' c(...: r•.n cw.s n.a ra(rvrnr s.n. nr.r.a a.sL' sA�(: NOA APPROVAL IMPACT TRENCH DOOR 5 OF 6 ;E G,,,•'�>,�; A""Kh� Nola Ers o a `ie/20 "LaPorte" Impact" French Out —Swing Door �:,•�1'��ea•'��•• s"""�`•Notao k. • Dym� 2• 01 `: • t,v • S""' n.bs. •w mwa,.: Dr.a4nv A•.ana.r: FO-2003 sEvtd.s A,wa G or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8' D.D. 3/e• 00. 3./r ' .076 -II- '1 --` -I �.0700� I _. --3.5--' 4.500 ow nj STEEL BOLT S6 GUIDE STEEL BOLT G(�IOE® v 3' 0 1 1/2 .875 .062 I 1.259 -I 7-- 60 .986 L I I --I ,909 I- ( 1.7s0 1._.- 6 .096 .074 ,127 1.750 .065 b67 ad FLUSH BOLT AND GLAZING ADAPTER LAZIN R QUARTER ROUND 28 (11/18") BEAD I FRAME H� 1 I PANEL HINGE STILE' E • 4U ANGLE GUIDE LOCK IpFD-834 #L-907 - 1.912 --I # - .119 g,330 .726 " ,e, @ #FD-627-1 I 4.187 Y 8 4 3 L500 L I �- 2.031 -� 11 HINGE LEAF ML-908 I t' .808 1p QUARTER 3/B'� BEAD .098I 1.750 a]5- 1,250 .100 _f .064 .064 0 1 �- R �124 #L-912 ��070 1.500 5.05 I 4.500 -•--I S j INACTIVE -PANEL FLUSH BOLT .060 T- PANEL LOCK STILE O O FRAME SILL #L-902 ANGLE GUIDE ,635 L 905 d - A MULTI -POINT LOCK ACTIVE It POINT LOCK PASSIVE 1 1/2- LONG #FD-626-1 O,GS 1.250 �656 9 QUARTER ROUND 1 4` BEAD lyL-911 I- L75 -I .072 J �- 1.750 Lela1. F066 .125 -1 ,214 Lw DE L ,045-r .065 f- 1.625 - -F 0.198 III 4 ° • ` P(5 HALFROUND 42 FALSE MUNTIN Ob2 ( RAIL ADAPTER a.000,072 .SoOb 4.500 C dL-9L3 iL-909 ,09, -�#L-004 JAMB ADAPTER 4Kee i 1/2' 082 .100 1. FPVC Black Ca untl No. 720075 100 51SIDELITE 2 $3 Lassic4.34850 PANEL L812 PLATE -I .136 PHYSICAL ASTM R0. OALUMINUM 35 2" LONG DwoerzrHudr "A",l0uc 75 D-2240 rF -L MHC-002 SpodrX.Grniry 1.45 D-792 D631 PANEL TOP & 0.078 0.058 •' ACTIVE HANDLE �ATRIXSEHANDLE Tt.ik Sv*tgO4PS1 1640 UWmab ElonoJam% 340.0 DQ8 MedoloL(d 10pY, 81mgNim,PSt 765.0 Db38 5 BOTTOM RAIL �L-906 O FRAM:: JAMB L-903 F� 4.066 44 FRAME HEAD SHEAR PLATE ..v- I° Drildtaer; -3L. D7Ni d G '2. Wldtr. Compound No. 7267-76 P)tY$tCAL ASCM t40. PHYSICAL DDdf-w rmity A",IOsx 75 D-D2 p X 7 1. SPECIFIED ARE IN INCHES 1. ALL DIMEELEVATION 9d z1� ;100 B�_yr__I_ ,500 � Smile Grmit7 1 45 D772 2. SEE ELEVATION AT 9IlEBT 1 OF 8 FOR ANCHOR O.C. MAX.SPACING AND LOCATIONS -I eg a k Tent&SomgW,P81 1640 D-63[ 1( Tj 4.500� t n : Ulmnan l:lonOrtica, Y" 325.0 Db38 RUDUCT RE•VIStU FRAME LOW SILL 45 /L-918 M � R : I L Med°I.Co IOD% F7m886m, PSI 763.0 D-fiig Im flntdm 10.0 f1746 scoleplyi%, idlJI sFlorida !� Bu PUV Code 1/i r C� / 18 D Acocplrue �J_ • v�� K � Q cA..+•+•�J NOTE, - TEO AS OT09 • • • • • • • • / REFER TO DETAIL 'B3' AT SHEET R 3 OF 6 I c PR • • • / fac► PrrucTLOnwt FOR ADDITIONAL NOTES AND LIMITATIONS, dw O57 BOTTOM GUIDE BOTTOM GUIDE 67 I ♦ °i �.♦♦ ..�� Al •F•� 43eKYon8Na1M: • • • • • % �'�j ]" f� ]� % 8501 NW 90th St. / A S / J11 \/MEDLEY, d co' w OO�;I Ol OS •� • �� t;� oom w 'l& adaedL �►/ .L//11��lll I 11��JJ lJ d FLORDA 33186 L�g 3/9• DD, STEEL BOLT 3/9' d0. STEEL BOLT 1` - / 5 225 L'9r F R Wated Olaas Ol/22/l0 AAhIwd Mutt-Polut Lock 01/27/lt IES I (305) 696-8660 IGNUAWTVAER OF QUAMTY ALUMTNUI( ►GYROIS AND CUSS DOORS V16 0D 11 SS STEEL 760 0 <.> 5/V O.O SSS <./- T60 01 1., 3.B aD. ssr 1..- e6o P«, ' 0; .: r 'O • �S• 4 pI• Raab*d to comply w/ 2010 PBCn..., Redead" eon .. zolf • • • Optional Multi -Point Locks adr u...: p,w a ap.� MOA APPROVAL IYPACi SRENCX DOOR a OF 8 OPTIONAL 88.0 pRT DP) INACTIVE -PANEL �� Ar • < Ri4i �' Nels� Ereso ol`ie `6 / "La Porte" Impact" French Out-Swin Door Ac Ive Lock ASHLAND MVSIlO-S7ACT5 Posslve Lock ASHLAND RV5110-STPAS4 •Naiadl�razD • oq� yl/20 Z @4Et TWO -POINT LOCK LOCK AHC-050 18 FLUSH BOLT �HC-001 R\44(}�; Ia�sI�s'/r�• ♦♦ • •` HANDLE L TRIMSET ASHLAND RV5201A-A HANDLE L TRIMSET ASHLAND RV52DIA-P n•t.e� r� Nin°"' O""a'a ff "M ' FQ-2001 Ate." lw+L G 76.0 paT DP) riIA[IE 1 �� • DATE__--- ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Florida Building Code Online Page 1 of 2 �'''��y,,, ,ter. rrrt� Fig IZl:C.1if11. m �:= l �+if i tfJ r ajurt3OprtTen'd BCIS Home Log Out ( User Registration Hot Topics ; Submit Surcharge i Stats a Facts I Publications FRC Staff BC75 Site Map Links Search Busines f,`ry Professigrlal Product Approval } USER: Thomas Sotos, Lawson InduC Industries, ProdManufacturer r� datio`i Product Aooioval Menu > Manace APrllcafiors > Application Detail FL # FL15443-R2 Application Type Revision Code Version 2014 a—li,:ation Status Annrin"Pri *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 1 Product Manufacturer Lawson Industries Address/Phone/Email 8501 NW 90th Street • Medley, FL 33166 • • • • • • (305) 696-8660 Ext 226 • • • • tom@lawsonwindows.com • • Authorized Signature Thomas Sotos • • • • • tom@lawsonwindows.com • Technical Representative Thomas I Sotos • • Address/Phone/Email Lawson Industries • • • • • 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 tom@lawson-industries.com Quality Assurance Representative Steven Bailey Address/Phone/Email 8501 NW 90th St. Medley, FL 33166 (305) 696-8660 Ext287 steven@lawsonwindows.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL 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 • • • • • • • • ••• • • • • https://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtep%2bDhVRQZHB... 5/22/2015 Florida Building Code Online Page 2 of 2 Date Submitted 05/19/2015 Date Validated 05/19/2015 Date Pending FBC Approval Date Approved 05/21/2015 cnmm— of Prndurts FL # Model, Number or Name Description 15443.1 20DO LaPorte Aluminum Outswing 2000 LaPorte Aluminum Outswing French Door w/ Sidelites X, French Door w/ Sidelites O, XX, OX, OXO, OXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15443 R2 C C.AC 2000 Fren904-05_pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/13/2017 n-sign Pressure: +60,1-101n f..atalletion Inctrnctions Other: FI1544i R2 TI 2000 French Door'4-0,908-06.jujf Verified Bv: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15443.2 2200 LaPorte Aluminum Outswing 2200 LaPorte Aluminum Outswing Impa6t French door w Impact French Door w/ Sidelites Sidelites X, O, XX, OX, OXO, OXAC Colhfilrations Limits of Use Certification Agency CertificaV, • • • Approved for use in HVHZ: Yes FL15443 RZ_ LAC. 2200 Impact rjn h .....=g90 077.Rd • • • e • • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expjr•7tign Date • • Design Pressure: +86/-86 06/05/2D18 • • • • • • • • Other: Installation Instructions 0000 • FL15443 R2 II 2200 Impact Fr@,Cj_.lvfl9C 14Frq g_0:9*f Verified By: Thomas J. Sotos, P.E. 6522EP • Created by Independent Third Fitly: ?48 • • • • Evaluation Reports 000000 • Created by Independent Third Party: • • Back Next • • ; ----- •• • ••• • 0.: Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florlda Is an AA/EEO employer. Coovnaht 2007-2013 State of Florida.:: Privacy Statement :: AA sslblllre :: R t nde sue[ ,_ate n+ent 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 850.497.1395. -Pursuant to Section 455.275 Florida Sratules, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The ern Is 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 he,, . Product Approval Accepts: C] M Til 0 imtt,;ty iir r., MOM https:HtloiidabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZHB... 5/22/2015 M I AM INE� DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARI;i AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90" Street Medley, FL 33166 tI ILjA! 1► "' }� I&MRAD3 OtJ1 TY1 6iiIDA 'g146DUCT C. R' T*1O* ]ION 11805 SA6 Street, 208 T (t186)41�--2-59' 6 -F. (7�$&'13-15-2599 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 iv;iu.a,--Dace 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�produQ•d f1fhterial.,0*, fails to perform in the accepted manner, the manufacturer will incur the expense ofuwli ttstingaaud the AHJ, may immediately revoke, modify, or suspend the use of such product or materialom ifhin the' r:jurisdtction.....:. RER reserves the right to revoke this acceptance, if it is determined by Miarmi-lade County Product:... Control Section that this product or material fails to meet the requirements of the app1fC9We bui Wjyg;pde. • • This product is approved as described herein, and has been designed to comply vAftf the FloAda Building7'; Code, including the High Velocity Hurricane Zone. 0 0 * 0 .. .. .... ...... DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door — L.M.I. .' APPROVAL DOCUMENT: Drawing No. 1,9200-1201, titled "Series SGD09200 ;klumirm.'gliding""" Glass Door (I.MI)", sheets 01 through 14 of 14, prepared by manufacture, dated:09/2M2, with the latesg....: revision `B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E., bearing tote Ntiami—Vale e-ounty Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturet's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-1204.12 and consists of this page 1 and evidence pages E-1, E-2, E-3 and &-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P. E. NOA No. 14-0908.02 MIAMIDADECOUN7Y �. cS � Expiration Date: February 13, 2018 U Approval Date: May 07, 2015 `i Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision `B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an:.Muninum SGD, prepared by Hurricane Engineering & Testing, Ine�,•.7ast Reports No. s •• HETI-11-3269, dated 05/16/11, HETI-11--3292, dated 10/,ZQ/aj.. HEFT'j5t-3274,...:. dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-I2rA=, dated 10/12/11',....; HETI-12-4051, dated 06/13/12, HETI-12-4053 and j4OF ( 12-4Q{ j: . dated • 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • • . • • • • .. ..... (Submitted under previous NOA No. 12 1...... 204.12) • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2.Q1g400 2) Cyclic Wind Pressure Loading per FBC, T1S 2A-94 • 000000 along with marked -up drawings and installation diagram of arl,•Qlumihum Slidinj....: Glass Door, prepared by Hurricane Engineering & Testing, Inc., Vest Repartj No.'s • HETI-11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HETI-12-4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 3. Test reports on: 1) T inform Static Air Pressure Test, Loading per FBC, TAS 202-94 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 an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 4. "Pest reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dated 07/15/11 and HETI-I1-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Jaime D. Casco"', P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 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, 'Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test: aeaovt No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael V. Woz-Sella, P. E. • (Submitted under previous NOA No. 12--1204.12) .... ' .. .. ...... 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94..... • 2) Uniform Static Air Pressure Test, LoadingpmrFPC, Tf�*=-94• • 3) Water Resistance Test, per FBC, TAS 202-94* • 4) Large Missile Impact Test per FBC, TAS 5) Cyclic Wind Pressure Loading per FBC, TAS 2W-94 • 6) Forced Entry Test, Type "C" sliding door, *Grade 1-0,� gel FBC*-* 2411.3.2.1, TAS 202-94 and per ASTM F $4"4 :....: along with marked --up drawings and installation diagram of In Aluminurx.$liding • Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL=-3078, dated 01/10/02, signed and sealed by Luis) Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09102, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTLr3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas J. -Soto, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gaseon, P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 - sailex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14i� p;ring on 04/14/18. ••�••• 5. Notice of Acceptance No. 14-0423.17 issued to Eastman Chem kcal Compsn' (MA)• • •; • for their "Saflex Clear and Color GIass Interlayers" date¢.OjZL9/14, expiring op 05121/16. •••• • 6. Technical data sheet of flexible vinyl compound FPVC 72e7-•75•(White) &•FPVC•;••. 7200-75 (Black), published by Team Plastics. Inc) Bayshore vtr Uompbuads, Inc. ' * � � � • F. STATEMENTS • • • •' • 1. Statement letter of conformance to and complying with FBC 51h Edi;iori •(2014}, • • • issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. SbIft, r. E. ' 2. Statement letters of no financial interest, independence, conformance and complying with FBC 2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E. (Submitted under previous NOA No. 12-1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05/16/11„ HETI-11-3270, dated 05/16/11, HETI-11 3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETl-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291., dated 07/15/11, HETI-11-3292, dated 10/20111, HETI-11-3307, dated 10/03/11, HETI--11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4041, dated 10/12/12, HETI--12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/1.2, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael C. Droz-Sella, P. E. (Submitted under previous NOA No. 12-1204.12) Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTMED) 4. Laboratory addendum letter for Test Reports No.'s HE TI-1 1-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-I1-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-I1-3313, HETI-11-3314, HETI-1133293 HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-124064 and HETI-12-4065, dated 01/15/13, issued by Nuti:earte 2ngiiiecting & Testing, Inc., signed and sealed by Rafael E. Droz-Selo, P. E. (Submitted under previous NOA No. 12 1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D.-Gascox P. E. 6. (Submitted under previous NOA No.12-1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by I riacithanAa.*PEE. •• „• (Submitted under previous NOA No. 11-0518.03) • .. •; e • ... 8. Laboratory compliance letters issued by Fenestration Testing La aratory, Inc., for Tes9 ..• Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by-mis•Figueredo, P.E. ••;'•. (Submitted under previous NOA No. 02 1126.04) • • • 9. Laboratory compliance letters issued by Fenestration Testing LaaWratory, Inc ,*for Test * • ,: • . Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, boF Med aW sealed by....:. Joseph C. Chan, P. E. : * • • 0 • • .... (Submitted under previous NOA No. 02-1126.04) • • ' • •' . ' . . 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL -3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted tinder previous NOA No. 02 1126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 02/13/18. (��C:-�, .. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14- 0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-4 1 1 r t X-LP or RP-X 1D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW /- NOTE p5. r' I o 1 y 1 O 1 0 ra 1« 1`O IJ i SEE BELOW NOTE,p5.� I 1 a II m too 1 `'� l 4,� 1 " a• a• o-• a• t r 1J I •� •4 .4 �� 1 �1 a. a• .o .4 i - XX or ' XX-LP or RP-XX LP-XX-RP �2�.l - RP 2D/2T RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) r}F f 7 r}F f 7 a• a• a' r 3D/3T - XXX or LP-xXXX or RP-XXX��..T{({ 3D/3T �t - 3D/3T - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 2D/2T - LP/RP --'! i SEE BELOW f NOTE p5 y �1 U I O � a-j I LI 4 4D/3T - XXXX or 4D/2T LP-XXXX or RP-XXXX or LP-XXXX-,RP 4D/3T 40/2T 411/2T - LP/RP 40/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) NOTES 1) REFER TO SHEETS 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 4D 2T - LP 2) REFER TO SHEETS 9, 10 & 11 OF 14 LEFT POCKET SHOWN FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 5) FOR POP 5 & 16LS SEE GENERAL -0 a- f2�./2T- XO 2D/2T - OX 2 DOOR NOTES 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. rD 30/27 - OXO A t/ �i 00 R 4D/2T - OXXO 1) REFER TO SHEETS S OF 14 FOR . • • • GLAZING OPTIONS AND OP CHARTS. • • 2) REFER TO SHEETS 6 & 7 OF 14 • • • • FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 6 OF 14 • • FOR TYPICAL ANCHORS AND NOTES. SERIES: SGD-9200 -� IMPACT SLIDING GLASS DOOR C m0 $a�' e � � General Notes: M e y z 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE 5th EDITION (2014) FLORIDA BUILDING CODE INCLUDING G1 a n V a 0O HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. � 090 A THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) ;'- U O 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 30 THAT THE BUILDING i r e y p U RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS a 00 OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. x 4 °D 3 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND O AS TABULATED ON SHEETS 2, 5, & 8 of 14. j .Zi 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE tk ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BY BUILDING OFFICIAL. a .A� BE REVIEWED ALLOWABLE STRESS IS USED IN DESIGN OF U3 6.) A LOAD DURATION INCREASE IN WOOD ONLY. ANCHORS INTO GLAZE H.S. LAMINATED GLASS �D rn 0.) DOORS ARE QUALIFIED FOR USE WITH SINGLE HEREIN (SEE SHEETS p 2, S. & 8). a Z TYPES TABULATED 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SSE SHEETS 3, 4. 6, 7, 0, 10, ® a ,a & 11 OF 14. 8.) Err. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO DE APPLIED ^ W/ SILICONE..14 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MU:T BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO DOOR IN3T11LATION. WOOD BUCKS TO BE C qq 0 ANCHORED IN COMPLIANCE WITH THE FBC 6th EDITION (2014) CHAPTER 24. TWO TRACK AND THREE TRACK DOORS WITH FIXED U � a 10.) APPROVAL APPLIES TO OR WITHOUT (LH-RH) POCKETS. 4 PANELS, ALL MOVING PANELS, INCLUDING WITH �I 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI•DADE COUNTY APPROVED COUNTY APPROVED MULLION IN BETWEEN ARE V, PRODUCTS USING A MIAMI-DADE ACCEPTABLE. BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SE's SHEETS p 3, 4, 6, 7, 9. 10. &it OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMDIU6, OR OTHER DISSIMILAR MATERIALS f TO BE PAINTED OR PLATED AND SHALL. MEET THE 2010 FLORIDA BLDG. CODE. n r 9 '` fg 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER a TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. r 'o v "' 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE n s REVIEWED BY THE ENGINEER OF RECORD (EOR). LAMINATED GLASS LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 6gj9_ca 2 • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• O G ell- DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' GLASS TYPE 'D' WDTH HEIGHT FT./IN. FT,/IN. EXT. (+) IN. T(-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT, (-) 5/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 6/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 8/0 STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 ,(WITH 8/0 (WITH STEEL) 8/0 56.7 65.0 56.7 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 9" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT FT./IN. FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 6/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 8/0 (WITH STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/0 (WITH STEEL) 8/0 J 65.0 65.0 65.0 65.0 X X X X 98 3/8" MAX. 13 1 /4" MAX. cST" OF 4 ANCHORS SPACING LIMITATION: TYP. - / AT STILE ENDS Mcnom_ not to eccaW HEAD/SILL 1f` 10 1/2 D.C. of Doors snroller than 60" in r� th. A / 6^ / 4 7/16" LAM. GLASS N 2 C T t O \ 0O o M Li M -^ _I� z rn o m a rn C-0 STEEL R:NIFORCING AS RECK . SEE CH;RT AT LEFT NOTES; 1) REFER TO SHEETS 3 k 4 OF 14 ji �i i. 44 . /4" MAX. FOR TYPICAL CROSS-SECTION DETAILS. -0 o- 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. 5(" MAX. 50" MAX. PAN!:L WIDTH MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" ( "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4 IDOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) It LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. -BULH ONYI. 17 -BULB VINYL 17 .-HULB VINYL 17 BULB VINYL 17 3/16" HEAT STREWD GLASS--3/16' HEAT STREN'D GLASS jjj'''3/16' HEAT STREN'D GLASS -3/16' HEAT STREN'D GLASS 090 INTERLAYER 090 PVB INTERtAYER 090 SAFLEX HP 090 PVB SAFLEX tl -DuPont SwtryGloes by: d DuPont Butocite by: Clear or Color Gloss Inlerlayer d Clear or Color Gloss Intedoyer w E.I. DuPont DeNemoun !k Co., Inc. w E.I. DuPont DaNemours hCo., Inc. w by: Sotutia. Inc. w by: Solulio. Inc. m 3/16" HEAT STREN'D GLASS m 3/16" HEAT STREN'D GLASS m 3/16" HEAT STREN'0 CLASS C1 3/I6' HEAT STREN'0 GLASS to SILCONE g to SILICONE SILICONE • • • tn� • • MUCSNE • • • SCMNEE-MOREFtFAO 5731 g SCMNEE-MOREHFAO 5731 _ SCHNEE-Mt)ftENEAD•5731 • • • .VCHN&E-VOR{HEAD 5731 op Do W CORNING 899 100 DOW CORNING t199 m DOW CORNING 899 • ro • • will 4EWWING 1Yi9 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 ul)N TREMCO SPECTRUM 2 • \ • ytEllCO iPECTRUI6 2 •• �• • • •• .) ) 40 I r 40 ) .), 40 40 PRODUCE REYISBD rc Q • • • • z 8S wwQQ6d1h6�tPJJyy�Pti �' 1he Plod a Q • • nuczN k' • • k' • A�optan�a O:L+C7 GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' • • �+� • • Z BY GLAZING DETAILS ••• • • • 41 Tw ads tControl • • • • • • • • • • • •• •• • • • •• •• " MAX. TYP. o e C4 m m I y N< e O a Z, 0 � O a C) y A a w n HEAD/SILL CORNERS mpl Z J O "i 3 LL v U 1 z u R 00 U) 2t N ,a k' 0 � � a 1 o ti rn am M M � z k r7xF D Fi o -:4 Z 0 Duxr� C p O c O U 0 A io 4 tt411i!I!/TpV3 Az Old 0.�� O.0 cx 4 Ii111tITt d a 1 (M.M. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING lBY • WOOD BACK d 13 - (uw. TYPICAL ANCHORS IN PAIRS 1" MID. SEE ELEV. FOR SPACING 1 1/4' (NNI. E'uB o -7� LAMINATED CLASS 'I 9 IUI NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. f4 . �i PRODUCT REVISED _• , w comldying Nith Oa —1/4' TAPCON or APPROVED EQUAL BY FOR Budding Cale V/ L 3/4' MIN. EMBED, INTO 32 Kd Conc. B 6AarpWolw Nn FROM CORNERS L SEE ELEVATION AT SHEET U 2 OF 14 FOR MAX. SPACING, .. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING Mlam) dda Product L :AL ANCHORS IN PAIRS ELEV. FOR SPACING METAL TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV. FOR SPACING C !BY Wood�•xk SutnUole or Mood Stro lure x/ (SG) ;pecilic 0 ityo .55 min. (Typ.) c ` w�a m�io e"es \ r m N do i O J fl'20�' trRTAi. ATM lCTuge AWACNMF"I'! DB4'A_n9 J z 4 NOTR: i/4" Min. 1- ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED.dge op 2 3 a 6 Dist. 2. METAL STRUCTURES: TYPM.4. ANCHORS IN PAIRSA STEEL : Fy. 36 KSI MIN. ( TEFL 12 W. MIN. T1NCK - 0.1057 t SEE ELF FOR B) ALUMINUM : Li08.3-T5 MIN. (ALUM. 0,078" MIN. THICK) ' WAAB-MOE CWN/Y �( APPR., MULLION SEE SEPARATE NOA j y /Itch blaW 1xtN iNcbxN � VN i W I I I 1 3 4" Min. L STRUCTURES NOT BY LAWSON IND. MPOSED BY GLAZING SYSTEM AND RI IN nINC STRUCTURE- TYPICAL_ANCHORS; SEE ELEV. AT SHEET B FOR SPACING ANCHOR TYPE CHART IN CONC, or MASONRY min, AMR= OPTIONS BRAD-SHL IAMB Rmbedmen Rdde 1".L Cenc"te EL.CO ULTRACON 1/4' 1/4' 1 3/4' 1" 2.85 Ktl BULDEX 1/4" - 1 3/4" 4• 3.2 Ksi 13.2 BUILDEX - 3/16' 1 3/4" 3' Kei ANCHOR TYPE CHART IN 2X HOOD HUCE min. CROR OPTIONS BRAD-911J, IAtiB Rbduacat Rd{. DIeL 2. Wood ELCO ULTRACON 1/4" 1/4• 1 1/4• 1" .55 SG BUILDEX 1/4" 1/4` 1 1/4' 1" .s5 SG SACS. (into 2X) t12 /12 1 i 1/4' 1' .55 SC 41 o N N A 2 � o s.g - 1/4" QRILLFLEX MET F DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy - 36 KSI MIN.) ALUµINUM - 1/1; TFK. MIig, (6063-T5 MIN.) 1 • ; °i E ilrcr:IaeT a 4/°P4 • • • • • STE: I% *1TWT "ALUMINUM TO BE PLATED OR PAINTED) ,��y1`•'s .•• '• ,�/� �' • • • 1•rO�ilnRp SHIM SPACE) ^��x� �7•,•,_. L>_ b'•, j •�/;'�• • : i"`YpryS•(�p TYR40AL EOCE DNTAIC • • g A �• 4 �Fi • • • • • (1/4") INTO CONCRETE AND MASONRY - 1• MIN. (ELCO ULTRACON) oe 2., ^ vT �� • ; LD Z— N;Ift%V o •:QSe'1 (1/4") INTO CONCRETE AND MASONRY = 4' MIN. (ITW BUILDEX) gg i c 0 see. (3/j ) I�jT CONCRR 9 V4D NRY = 3" MIN. (ITW BUILDEX) IL�a00DUCTURE _• 1 IA�I. k' � •.• 1x ��i •• �(�O� Q �Q /'� �`•�V K./� INiv METAL•6TRUCTURE4k 3/4`•MIN, c �A FTTfllllT►T �j�� '""t"� • T • • • FR/�NT COPIVIS AA4INSTALLATION SCREWS AT SILL a q 'I • ••� •e • SEALED WITH WHITE/ALUMINUM COLORED SEALANT. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS IN PAIRS \ SEE ELEY. FOR SPACING 1/4" MAX. - t/h" MAX. SHIM SHIM METAL BTRUCTURJ: ATTACHMENT DETAIL NOTE: I ALL STEEL IN CONTACT WITH ALUM. TO DE PAINTED OR PLATED. ' ww n,lcw.s: 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN. MET' (STEEL 12 GA. MIN. THICK DADS-)— STRUCTURE 8) ALUMINUM 6063-T5 MIN. (ALUM. 0.078' MIN. THICK) 1 3/4 (MIN. EMBED.) RSIN PAIRS SPACINGPANEL LE WIDTH © O 1 28Y WOOIq BUCK _ 1 1/4' (MIN. EMBED.)N0T REOD. ON 25 ®6/D X 6/8 SIZES SEE C TON SHEET 2 OF 14 2D2T — XU Shown EXTERIOR � � } 000R WIDTH 2D/2T — OX (Reversed) NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 1 /4" SHIM rSEE ELEV. FOR PICAL RSPACING PAIRS MAX. 1 z 3 0. o+ 23 4 e 6 'G. 1 3/4 IIDTH (MIN. EMBED.) • • • • • • • . • .B• e.T. 0 0 j'RODUCT' REVISED • • • W00% 8UC10 u c..Oying with We Flonda Q • • .. • • . ""ung Code A O��Q 02- 9Z • •• • • •• • • .� D - .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . q z �m Goy t4 0 o m o 4 M Q b 3 zw d z k c o mio ti ccQ o z z N Cn �nkJS N E Z L CEO/ O ray � O CU o 4 0 0 0 OXO APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINri 17 3/16" HEAT STREN'0 GLASS .090 PVB INTERLAYER DUPONT BUTACITE by: E.I. DuPont DeNemure & Co. Inc. 3/16' HEAT STREWO GLASS Z SILICONE SCHNEE-MOREHEAD 5731 'qy S DOW CORNING 899 TREMCO SPECTRUM 2 I 40 I 1 GLASS TYPE 'B' BULB VINYL 17 3/16" HEAT STREWO CLASS 090 INTERLAYER 41 r DuPont-SantfyGloee by E.I. DuPonl DeNerno- & Co., Inc. Z f3 3/16' HEAT STREWD GLASS SILICONE SCHNEE-MOREHEAO 5731 \ DOW CORNING 899 , TREMCO SPECTRUM 2 GLASS TYPE 'A' GLAZING DETAILS 196 1/4" MAX. 13' MAX. TYP. DOOR WIDTH CLUSTER of 4 ILEAN ENDS AT HEAD/SILL� AT 4 ANCHORS 6" MAX. RN SILL COORNERS A2 \HEAD p I r 1 7/16' OVERALL LAM. GLASS ( . D 1 r a _�=do C2 11 I I 0 ^ p 1 rn TL rn 1 1 1 1 1 p x B3 r a STE EREINFORCING 1 1 B2 p 1 X p X i O tl tl aW 44 3/4" MAX. NOTES: Z 50" MAX. 1) REFER TO SHEETS 6 & 7 OF 14 CROSS-SECTION DETAILS. D.L. OPG. PANEL WIDTH 50. MAX FOR TYPICAL 2) REFER TO SHEETS 6 OF 14 m 4 DOOR - TWO TRACK "OXXO" TYPICAL ELEVATION LAMINATED GLASS TESTED UNIT LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR 'B' PANEL WiOTH NOMINAL Ft./IN. DOOR HEIGHT Fr./IN. STANDARD SILL 2-1/4" RISER 3" RISER EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+)I INT. (-) 2/6 3/0 3/6 4/0 4/6 4/ 1 i 6/8 40.7 1 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60400 0".0• 40.7 60.0 56.7 60.0 00.0 60.0 40.7 60.0 1 56.7 60.0 66.a 60.0• 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/6 4/0 8 0 / 40.7 60.0 56.7 60,0 60.0000 60.0 40.7 60.0 56.7 60.0 .0 • 60.0- 40.7 60.0 56.7 60.0 60.0 • • 0• 40.7 1 60.0 56.7 60.0 S. m � s � OCR InOw a1 A n ;4v � = W cz e a W s a 4 xz o o 02 C <z .) to 1 a 6 c O O O Yi • ODUCTREVISEU nngilyu1go1161Mk'briJ• • �i Al 3 of ,`,1At:fasepL,rrp v dr nlidlh6 ce 1e • ! o� , I,,,o 2 No J ?; • . •%L; � h I l�yyp{ Ca O P •� �.( ede PlpdtlClCWt[e F pu 1p� _p ,• ui F4 �u: VI # :Z�I� PANEL MAX. D.L.O.: •3/C•�•6/8 LL•32-5,04r X 74-3/4" .�O' �y�� ex �tr.. 4/0 *X 6/8 =•44-314" X 74-3/4" •4/11e X tv/80=55-3f4" X 74-3/4, •3/0 V 8/0 =•92-3:P X 90-3/4" a 4/0 X 8/0 44-3/4" X 90-3/4" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS - — - IN METAL FOR SPACING TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS STRUCTURE ' 1" Min hSEEFOR SPACING SEE ELEV.FOR SPACING I,18y age Dist.WOOD BUCK .ro 4 v O •:. ° Q N n 1 y!! O' z w 13/4. a4 Rio' V (Am EMBED) G� M�I`A^•':'NAiOV'0 -- ( . .. .. a O N G A U 1 1/4• (MIN. EMBED) -7/16'-LAMINATED GLASS u 29 NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS_ 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS. V a w D; U) w N wx V1 O � J W F- J J W � x Vi . SILL ar 1/B` .mow U1 SILL RISER DHERED WITH N w FULL LEN CLEATH (; R SI,?I Vwl GN OF UNIT SILL I �� !'e f(T(IRF. A7TAC.HYP.N7_' DETANR Z Z O tq ' NOTE: yOj t�i x O c<y 1. ALL STEEL IN CONTACT WITH a (5 F. p ALUM. TO BE PANTED OR PLATED. '•. W ..a 3 4" Min. 2. METAL STRUCTURES: R Q TYPICAL ANCHORS IN PAIRS dge Dist. A) STEEL : Fy - 36 KSI MIN. z g O EE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS (STEEL 12 GA, MIN. THICK - 0.105`) p H z p SFE ELEV. FOR SPACING B) ALUMINUM : 6063-T5 MIN. Z O L't Ij1UM. 0.078' MIN. THICK) 2BY Wood k Substrate or Wood Str lure r/ (SC) MMAR-OADE COUNTY N Spedlk 6 ty- .55 min. (Tyl.) APPR'D MULLION h .� z SEE SEPARATE NOA H z_ PRODUCT REVISE11 1 Q rQ', X as um",I., with tMitt�y Flotide 1 a Am Imo" mptencP -gCode 4„a �C O N cu ptO 3 4" Min.CQ g D �q Ede ist. h9aad ProductComml WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSDN IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. of MASONRY min. ANCHOR OPTIONS HBAD- JAMB Smbedman Bd6a W.L Conorete ELCO ULTRACON 1/4' 1/4' 1 3/4' i' 12.85 Ksi BUILDEX 1/4' -1 1 3/4- 4' 3.2 Ksi BUILDEX - 3/16' 1 3/4' 3' 3,2 Kai ANCHOR TYPE CHART IN 2X WOOD BUCK min. ANCHOR OPTIONS HIM -SILL JAMB R-b- ant MS. DLL 2. Wood ELCO ULTRACON 1/4' 1/4` 1 1/4' 1' .55 SG BUILDER 1/4' 1/4' 1 1/4" 1' .55 SG S.M.S. (Into 2X) /12 #12 1 1 1/4' 1` .55 SG E° 1J4- DRILLFLEX SELF DRILLING SCREWS INTO METAL STRUCTURES 21 ( STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) tttttt tt tTs•p,J' 22 -T5 MIN.) 30 • • • • • • • ALUYINUAI•: W8" 'WIN MIN. (6063 ,�st 19 J'n • • (S=EE INS OQTA WITH ALUMINUM TO BE PLATED OR PAINTED) ��QS .•'•• ••:�r!a�i X MVI M vt • • • • INOO APPIOOVBB MULLIONS (NO SHIM SPACE) � ' N 0 ,,. �. a'r— A'" w • • • • • • TYPEAL E'6GE•OIstACE m • : a " o (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) A �.,� 0, at'� • fp (1/4') INTO CONCRETE AND MASONRY - 4" MIN. (ITW BVILDEX) ; Z / _ -° • 20 4AtEAOi CH • • (3V" IN tONYREfE•AYD MASONRY - 3" MIN. (ITW BVILDEX) DLO •.•• y,`�� 1 3 4• 2-., MIN. - 1/4' YAPCON or APPROVED EOUAL BY E� TYPICAL ANCHORS • INT(P WOOD STRUC7'l1RE • 1` MIN. �i�y,( `•••...•• TYP' FROM CORNERS k SEEAELEVA ELEINTO 1Z VATION SHEET 6' 2 PER CUP • • • • • • • SEINT•MET/ S1 QC.URE :: /4" MIN. a ,,JJJJ tttttt` 5 OF 14 FOR MAX. SPACING. ��T < Non -Shrink, Nan-Matallk TYPICAL ANCIKMS IN PAIRS 000 • • FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL O Grout of Minimum 5 Kai SEE ELEV. FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORS IN PAIRS J. FOR SPACINC 1/4° SHIM i_ 1 1/4' (MN. Emu O NOTES: 1) REFER TO SHEET S OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 6 OF 14 4" SHIM FOR TYPICAL ANCHORS AND NOTES. 1 / 4) REFER TO SHEET 5 OF 14 MAX. I I FOR MAX. ANCHOR SPACINGS. 0 O+ 30 SCREENS OPTIONAL ` -- - — -I I- -- -- -' OEXTERIOR 4D/2T - OXXO 1/4-D.) (MW. FMBE1 _.._ _ _ SCREE RONAL OC2 TYPICAL ANCHORS IN PAIRS SEE ELEV- FOR SPACING EXTERIOR 3D/2T - OXO 1 3/4- MIN. EMBED, 0 1 /4" SHIM c MAX. m n lO ; r m •D °fro 3 4 v 23 • } G ° =jZ b r d ro x � c � < -18r WOOD BUCK � 1 1 i 1 Tay vroo0 BLICN 1 /4" SHIM MAX. � Z /7 D1 23 18 s 4 ° PRO UCT 4 a, CM "Ybl • Buad Ca ' idi—If) • ••' • • • • •• OD.L. OPG. PANEL WIDTH 13/4 • • • • • • • • 0 • • . • • • • • • • • • • • • . • (MN. EMBED.) • .. . • .• . • •• ••. • . • • .•. . . . . • • • . . • • • • .. •. . • • .. .. ..• . • . .•• • • 11 F Al yI i�f' v / 2 I i a- a• a> -- I 1 F v Y aff; £' o r � a- a• a• a• ;v f IIJ •'J `fl •� `'a � 1 1 r i I o F r 1 0 f"' u 1\ a o c- IIJ Q,I II a> K I 1 r � X-RP or LP-X POCKET WALL SEE NOTE /.5. (TYP.) I- 5 4 i 1 y Ll �Q IJ •q •� r>; rn� C 1 r ' XX or XX-RP or LP-XX or RP-XX-LP r-- f U 1 Y I U I o r- Ir 1 tl 1 II --1 I o ' I O a• �1 POCKET WAL SEE NOTE /: Kr (TYP.) r '+ XXX or RP-XXX or LP-XXX. r 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET do NON -POCKET MAX. WIDTH 191 1/4" 13 1 /4" MAX. TYP. CLUSTER OF 6" MAX. TYP. POCKET Wu1 AT HEAD/SILL AT SD�os A3 �� CORNERS SEE ND)r. C �HEAO/SILL i 9 I p f I Qm it x (J i / C2 s n L!)w °' �a < O O m M d Y 1 '2 p r N F2 i y i n p 9 p p f o �Z `t p 7/16. OVERALL LAM. GLASS p p STEEL REINFORCING p p p 1 p r a 1 O I U a p AS REOD. i 30 4 p 1 ism 1 N q {tea L X 63 p X p X p X L f tIOTES: 48 3/4" MAX. _ ___. 43 1/2" MAX. 49 1/8" MAX. 1) REFER i0 SHEETS 9. 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. �\ o n � rJ ,c o r1F to D.L. OPG. PANEL MAX. D.L.O.: 3/0 X 6/8 = 31-1/2" X 74-1/4" r 4/0 X 6/8 = 43-1/2' X 74-1/4" XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 3/0 X 8/0 = 31-1/2" X 90-1/4" APPROVED CONFIGURATIONS 4/0 X 8/0 = 43-1/2" X 90-1/4" WITH & _-WTHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB 17 BULB VINYL 17 3/18• HEAT STREN'D GLASS 3/16• HEAT STREN'D CUSS 090 PV8 Interloyer SoflsK CP-Soflex & Soflaz HP 090 PVB INTERLAYER Oupont 8uINTERtocite or 2 w by. SOL B t Inc. or p; DuPont f)utacite by: E.I. - (r) puPont-SentrjGbsa by: E.I. DuPont DeNemours & Co., 1. N z m DuPont DeNemours & Co. Inc. It CID 3/16" HEAT STRLTI'D GLASS ? 3/18> HEAT STREWD CLASS SIL)CONE 899 SILICONE DOW CORNING 899 DOW CORNING \� I 1 40I I 40 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING DETAILS 4 DOOR - THREE TRACK "XXXX" TYPICAL ELEVATION TESTED UNIT FOR TIACAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES 115 & 16 AT SHEET 1 OF 14. DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. DP CAPACITY - PSF (8 1/4" SILL) -DP CALPAC17Y - PSF (3" SD.L) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT FT,/IN. FT, IN, EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8/0 (2DR) 8/0 56.7 68.0 56.7 68.0 66.0 68.0 68.0 68.0 (W/ 1 STEEL) 8/0 (2DR) (W/ 2 STEEL) 8/0 56.7 461►0 • • 66.7• • • • 68.00 08.00 • • • • 669 • 68.0 (•) 68.0 (•) 12/0 (3DR) 8/0 56.7 %0 • j6J.P � 66ftl � • � � 68.0 6&0 (W/ 1 STEEL) 12/0 (3DR) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 N 68.0 (4) Ot 8/0 53.3 60.E � 53.3 • 6" 60.Oo 60i8e 60.0 60.0 (1 STEEL) 16J0 (40R) 8/0 53} • 68.4 • �3.5 68.t E8.0� • 68.0� 68.0 68.0 (W/ 2 STEEL) (•) 2dr/3dr DOORS MEET +76.7 df -78.0 OP w/ 'Dupont 0.090" SGP Laminate ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LAMINATED GLASS LARGE MISSILE IMPACT RonucrTSEvlseo x omMlying with the Florida DuiIding Code4,�L✓X»C2 /k o � �to Qa9 m M,� yes Naomi v C) c Q .� °o mm z A o Z >: O � A N epZ a 4 ` C7 L� O N � 0 o V V] O [� z F1 N „ 1 C4 a ,te o O m 44 0 I" Min. 1/4' TAPCON or APPROVED EQUAL BY EUR Edge Dist. 2 6, FROM CORNERSSEE ELEVATION A SHEET 8 OF 14 FOR MAX. SPACING. 39 ' . ' • d . •. 1 3/4' . ,d .4 •d. (MN. EMBED.) GAP TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING P.T. BUCK TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACBIG TYPICAL ANCHORS IN PAIRS NG 2By Wood Duck Subs(mte Wood Structure r/ (SG) 1ND Specific GroAty- .55 min. � SEE ELEV. FOR SPACIMP.) i I. II/C (Low.EMBED') GLASS NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 k 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. o: w ZE U Q- d to = LLnn PRODUCT RL•VISED mcomplyicg Trull llro PkfiO= 't N ° BNndWg Osdc N r 1/8' SILL RISER � T ADHERED WITH N FiI duel Control ,@ /-CLEAR SILICONE w / FULL LENGTH OF UNR SILL ul 1 1-I11 METAL TYPICAL ANCHORS IN PAIRS FSTRUCTURE SEE ELEV. FOR SPACWG 0 = zu J v n m M e y Ix S 7 iflCk eerarr 1pal lleclP•u '- r/~j 4 x0 0 V a O 4 v U) yP c � a 'METAL SITE IS ATTA H99ST DETARZ NOT6: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. x z pp 0 N 2. METAL STRUCTURES: S A) STEEL : Fy - 36 KSI MIN. (STEEL 12 Q.105') L60 THICK M I (A ALUMINUM IIR. THIS MIN. (ALUM. 0.028' MIN. THICK) ! MIAMI-DADE COUNTY APPR'O MULUON ti SEE SEPARATE NOA D pL {e..yyaawW Hem � a x o 'a V) AND METAL STRUCTURES NOT BY LAWSON IND. WOOD BUCKS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING o g a Y ANCHOR TYPE CHART IN CONC. or MASONIY min. CHOR OPTTONS SEAD-SELE1 JAMB JRb.d—t Edge rWt. Concrete ELCO ULTRACON 1/4" 1/4' 1 3/4' 1' 2.85 Kai BUILDEX 1/4" - 1 3/4' 4" 3.2 Kai BUILOEX - 3/T6' 1 3/4' 3' 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD RUCK min. CHOR OPnoN9 HEAD -SELL JALBk2mbeddiasItEdge DbL 2z Eood ELCO ULTRACON 1/4' 1/4'1/4- 1' .55 SO BUILDEX 1/4" t/4"1/4-1' 55SGS.M.S. (Into 2X) /12 i121/4' 1' .55 SG 1 1/4' ORILLFTEX SELF IW .. INTO METAL STRUCTURES ' I STEEL 1N t2 •O MIN. (6063- 5MIN.) • ALUMINU142: /8MIjIjI(� 30 (SE *'I COONTA� WITH ALUMINUM TO BE PLATED OR PAINTED) DT • • Is is • IKiO r,PPCOVW MULIjONS (NO SHIM SPACE) • ' n A nT�,AL E'bc-L• astRNCE (1/4"} INTO CONCRETE AND MASONRY - 1' MIN. (ELCO ULTRACON) A (1/4-) INTO CONCRETE AND MASONRY IN. QTW •y20 ,:.,, :1;.� • 000 • • (6144) INTO" 4 MASO RY=a3"MMIN MIN, BUD IIDEX) •I/4' TYPICAL AZHORS: �• INTO WOOD STRUCTURE! 1" MIN, TAPCDII or APPROVED EQUAL BY FOR 1-2 V/ 1 3/4' MIN, EMBED. INTO 3.2 Ksi Conc. B 6' PER PP • • INT MET SJACTURES6 3/4" MIN. • • FROM CORNERS ► SEE ELEVATION AT SHEET • • • • • • ' • • • • 8 OF 14 FOR MAX. SPACING. • • • • • FRAME AND VENT CORKERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. • • • • • • • • • • ••• • • • ••• • • 'O5 ... ." r,/•��• O 4�'T•Q o ! U, u) * cJ ~ 0: G VDOD BUCKS NOT BY LAWSON IND, MUST SUSTAIN IMPOSED LOADS 13 e. . " 18 ° D 16 a h . D...- ... ] SCREEN DOIX2 PANEL �M1.tiii? ,I WOOD BUCKS NOT BY LAWSON IND, MUST SUSTAIN IMPOSED LOADS 3 SILICONE ADHESIVE COMPOUND 7/16'-H.S- LAMINATED GLASS 29 CLEAR SILICONE ADHESIVE iBEDDING COMPOUND SCREEN DOOR PANEL (OPTIONAL) O EXTERIOR DOOR WIDTH (142 1/2') 3D/3T — XXX LAMINATED GLASS CLEAR SILICONE ADHESIVE [—BEDDING COMPOUND SCREEN DOOR PANEL ' (OPTIONAL) O EXTERIOR DOOR WIDTH (96') 2D/2T — XX 1/4" GAP TEFL BAR a W 3 MAX. :+ 00 4'4gj co 6 3 4" ° Now c% O In z ii mein ;90 O A 5 27 Z 13 ` 412 X 2' F7L/pNL-S.N.S. W/ 1 1/4' MIN. EMBED. INTO 2X 2 STEEL BARS REDD. ON P.T. WOOD BUCK (SEE SHEET 09 SIZES AS LISTED IN= DP w u .- -� Z n w 0 C W p O FOR FASTENER NOTES AND CHART W/ PRESSURES ELEVATION AT 31LEET B 8 FOR SHOWN ON SHEET 8 OF I4 CD a k a U N. FOR FASTENER SPACING) CS 1 .4 o 2X J. � Q tj N .m-7 r. ' 04 O i 16 ;yti''-• :'� 25 REOD ON < i s A o SIZES AS LISTED IN OP ti a ' '`. � `.`• Yt'� • CIZ W// PRESSURES U O SHOWN dN SHEET 8 OF 14 CO O EXTERIOR GRAD£ I O/4- k A 0 O PERIMETER CAl1LKING NOTES: 1) REFER TO SHEET 8 OF 14 p�.iJ u y FOR GLAZING OPTIONS AND DP CHARTS. 9f 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-StCTION DETAILS, 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 r •' $. FOR MAX. ANCHOR SPACINGS. 1/4" GAP y R MAX. `• 'i c~j v8 - u � 4d O V 13 3775 a 26 35 W/ D12 X 2' FJL/PHI: S.NS. 1/4' MIN EMBED, INTO ZX P.T. WOOD BUCK (SEE SHEET 49 FIJR FASTENER NOTES AND t S 4 f ELEVATION AT SHEET B D FOR FOR FASTENER SPACING > 1 s m EF ZX T. • • 0 .&.0 jkoj UCr REVISED �• 'A •;�33 'Ar es ca^Ph'IABwid181eFrorids .��g; •-• N/�°•e • • � �-FJulldlog 0.10 AA- No 3z01$ °4' t8 tom- cl -Ay 'n 010� y ° product omtro • EX RIDR GR '.:. :...:' '-'•"y=�-`-•'`- GI I��4� •• * pP tt W LTER KI*G • 1 "' • m T fill • a 1/4" MAX. SHIM 1/4' TAPCOH or APPROVED EQUAL BY FOR 4/ 13/4' MIN. EMBED. INTO 3.2 Ksl C.— MOTE: • 6' FROl1 CORNERS 6 SEE ELEVATION AT CLEAR SILICONE ADHESIVE STEEL BARS REGO. AS SHEET 8 OF 14 FOR MAX. SPACING. BEDDING COMPOUND LISTED IN DP CHART W/ • ° 33 PRESSURES SHOWN ON p SHEET 8 OF 14 _.r37 13 7 8 - -- ___________________CCL"AFT'TILiCONE T➢HESIVE'====_ _=_- _=_____ __- -- -- BEDDING COMPOUND *. 7 I — Hill I 17 ------------------ - ------------- -- EXTERIOR GRADE O PERIMETER CAU KM N. VASCO) TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS W PAIRS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 1 /4" MAX. 1/ 4' MAX. SHIM SHIM Y12 X 1 3/4' F.R/PHI. SNS Y/ 1 1/4' MIN. EMHED. INTO 2X P.T. WOOD BUCK < SEE OPTIONAL. INSTALLATION �- DETAILS AT SHEET 12 OF 14 ) d 39 � o � 0 FOR POCKET WALLS v x O 4. o SEE GENERAL NOTES J15 & 16 AT 1 OF 14. c ,� m o A rn wSHEET tf" I• i > d R Z O � l/T A (EDGE, DIST.) 'Z N O cn G7 � rn � i i 7 18 8 6 38 �D — N N W 4 Fi, d a a o g m A ---- ----- ---- -- "1 - — SCREENS OPTIONAL - - --- — — — EXTERIOR POCKET DEPTH TEST DLEM VIDTM (190 5/8') 4D/3T — XXXXP NOTES: 1) REFER TO SHEET 8 OF 14 _ ■ s� .. Ae41 r (,jFi'AL STRUCTURE ATTACHMENT DETAIL • • • y _ ... e NOTE: • • • • • • t A. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PUTED. • • • • - METAL STRUCTUREA 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN. (STEEL 12 GA. MIN. THICK - 0.105-) B) ALUMINUM : 6063-T5 MIN, • • .4• '," (ALUM. 0.078' MIN. THICK) • • __•___,_-*-__-- _ (MIN. EUBEO.) • • • V. • • • • •-+• • • • • • • • • • • • • •• •• • • • •• •• FOR GLAZING OPTIONS AND DP CHARTS. g _ N gg 2) REFER TO SHEET 9 OF 14 s FOR VERTICAL CROSS-SECTION DETAILS. • 3) REFER TO SHEET 9 OF 14 a I E _ FOR TYPICAL ANCHORS AND NOTES. - 4) REFER TO SHEET 8 OF 14 `o FOR MAX. ANCHOR SPACINGS. • S x z PRODUCT REVISED as complying �v�W Wa Florid+ �•------Buildlug Cods _ i SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME ITEM / PART QTY. DESCRiPT10N REMARKS i L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1.2 L-9211 1 2 TRACK FRAME HEAD (Mutt]-Sllde) 6063-T6 ALUMINUM 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-9205 1 X PANEL PANEL DOTTOM RAIL 6063-T5 ALUMINUM 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 L-9203 I PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM 10 L-9209 AS RELIT, ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 1 3 TRACK FRAME SILL 6063-TS ALUMINUM 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 14 PWS-016 AS RELIT, BOTTOM RAIL WTST ULTRAFAD #QB6757DK 15 PWS-009 AS REQ'D. PANEL TOP RAIL WTST .187'x.310' (7830-6001-1) 16 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x210' (7820-6001-9) 17 VWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4' O.D. 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA, MVG. BOT. RAIL 20 FS-003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F.H./PHIL. 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM 22 FS-042 AS REOD. 'C' TRACK ATTACHMENT SCREW #10 X V SMS F.H./PHIL. 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL. 25 AR-020 * INTERLOCK STEEL REINFORCEMENT 1/2' X 1 I/4' (36 KSI) 26 AR-021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSD 27 AR-024 x INTERLOCK STEEL REINFORCEMENT 3/8' X V (36 KSI) 28 HC-047 I MORTISE LOCK HARDWARE W/ HANDLES S KEEPER 29 x 1 x Panel 7/16' Lardnated H.S. Glass See Glazing Details 30 L-9022 x ASTRAGAL PANEL SILL CLIP 6063-TS ALUMINUM 31 L-9215 I POCKET JAMB HOOK 6063-T6 ALUMINUM 32 SM-5731 It NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC-899 AS RELIT. NEUTRAL CURE SILICONE Dow Corning 899 34 ■ x NEUTRAL CURE SILICONE Trenco Spectrem 2 35 HC-045 2 NYLON PLUG ( .480' HOLE > RIGID PVC • • • 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC • 37 FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS k8 X 1/2, P.N. PHILLIPS • 38 FS-013 AS RELIT. PANEL ASSEMBLY SCREWS R10 X 1' P.H. PHILLIPS • • • • 39 FS-014 AS READ. INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL. 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. 41 .x - SCREEN PANEL ■ • • 42 SM-5504 AS REQ'D, JOINT SEALANT Schnee -Morehead 5544 • r:43� x x PERIMETER CAULKING OSI POLYSEAMSEAL • • • • • 44 x 1 PRODUCT LABEL x 1 3/4" MIN. ° BOILEMBED. q 1. FOR ANCHOR TYPES SEE NOTES AT SHEETS 3, 6, & 9. 6 2. FOR POCKET WALLS SEE GENERAL •,�'. "_. fO 1 INTERIOR NOTES #15 & 16 AT SHEET 1 OF 14. n TYPICAL ANCHORS > INTERIOR n p O AT 8" O.C. o rcqq r v SEE ELEV. o FOR \. ° 35 m C M ; SPACING ;4i' 1716� yr (� I '� 31 O p 0 ZIAA _ 16 p .020=. C 1 I w � � o I t a w 31 17 .i •.9 T—w 1 -V'. -• 16 26 ' STEEL BAR REQ . ON 17 EXTERIOR � TYPICAL ANCHORS SIZES L15TE0 W/ OP fi0pa e D �� 35 0..� - AT 8. O.C. F'2 SEE SPAC - FOR SPACING F1 r.a ` �1) 1 /4" MAX. 1 1 3/4" MIN. EMBED. I EXTERIOR �q I POCKET DOOR HOOK i ATTACHMENT DETAILS of DmaeekrllaMoes'A'. 10— 75 D-2240 Speei6P Grwb 1.45 D-792 Temde Sumg•, PSI 1640 1)639 UN-ft EI.Wim% 340.0 13638 MPddw@ 100% El.ptim, PSI 765.0 D638 Im a Od.M .31.0 D-746 •2. FPV Whltr Compoua4 No. 7267-75 PHYSICAL ASPM NO. IAeP ,H¢dma'A•, 10 sx 75 D4240 Spmi6c 0—y 1.45 131792 Tempe Su"gh, P9 16e0 D108 UW "Et tmb,q% 325.0 D638 Mo3M@ 100%P1mga6m, PSI 765.0 D-639 IMP."Br2lkrxsx _._ .30.0 A746 PRODUCT REVISED ae cmaplyia8 whL 1Le Florida ^ .. N Au1 Cods c� 0 8. 0?_at�lt 5rrco a • °D ods • • ado Pr u -Oml ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • <{ m `{ I0 " 0 ' O fa 0 0 z . V) 2 F Z 0 0 A m N i V) lea I � 1 O 01 o 0 Q3 ul �3r.062 62 1.000 � I--1.594-I O FRAME HEAD 1.000 3.500 .376 1.218 f I Oj-+.687F- FRAME JAMB 3g PANEL TOP CORNER FRAME TOP CORNER 38 TWO TRACK FRAME � o G ao v m N F o msa Y ti a b ro a 5 1171 � ^ a A O,$ Q $ z Z a z C jai o A O z CQ o o o y ti ¢ 3.650 -- --- 1.000 1.500 TWO TRACK HEAD 1.594 �1 AT SHEETS 8, h 9. MULTI -SLIDE FRAME HEAD .090- 062 .559 h 4.154 FRAME SILL y 12 I� 2.250 1.75D I JJ Q 1.687 4 094 1'132 062 1.590 .t50 1.619 O INTERIOR INTERLOCK .390 .890 h- I t1519 1.241472.000 .0fi2 2.798062.0391.590062 .150 PANEL BOTTOM CORNER E ~ r \ o o Q n s 4F a .062 1.132 .094 z z k O PANEL TOP RAIL 1.197 0 PANEL BOTTOM RAIL 1.687 EXTERIOR INTERLOCK FRAME BOTTOM CORNER z 1 x« s o s$ s g m 180 IF .818 616 GLASS STOP t� 2.686 1.044 .062 1.842 LOCK STILE © j 844 I 1.710 2.280 094 1.617 1.655 O9 ASTRAGAL STILE �.�v._. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED m coujoying wkb the 1•Mrid� Buildwg • ••• •• /YNa 0�.�� • • By • • •• • • • `u •uctcarm • • • • • • • • • w m ,� p a el�tactsurryrr�, o� p ; •' . ,a, �•� M µ' d : 7a� : o •n N O G�:• a N .i vi M 0 p 0 • Q+ O/• a fill, 144 531 .524 .070 1.250 2a FIXED PANEL CLIP .580 .875lZ T .125 I -I 1.142 © ASTRAGAL RETAINER 3.000 124� SILL RISER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 5.244 1.000 1.500 FJI.594—fT .086-� tt FRAME HEAD .090--�� 062 2.250 1 500 T—5.748 FRAME SILL tz E.376 .062 5.094 1.218 .688 13 FRAME JAMB 500 2.094 078 .953 31 Pocket "P" Hook .500T1 1.250 23 INTERLOCK REINFORCING .500 y—y 1.500 ASTRAGAL REINFORCING .375� 27 INTERLOCK REINFORCING 527 :i, 100 �I � i.670 21 "C" CLIP FRAME BOTTOM CORNER PILODUCT • • •• ••• Dul Lx • • • • • Aea Ra ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IC>2.C78. 2018 t.. Florida Building Code Online Page 1 of 3 Y r101��C}knTl BC75 Home Log Uut User Registration Hot Topics Submit Surcharge 1 Stan; 9 Facts I Publltations t FBC Stall aCIS Site Map Lin ks Search Bu Sines gf� �� P ofessibrra Y p ..*1Produd Approval ems' ....:Thomas pros, taws on Industries, Product Manufacturer Regulation. �f' Prodctt Ao>mval Me,u > Manace AooliratIn > APplleatlon DatelI FL # FL15441-R2 Application Type Revision Code Version 2014 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 I Product Manufacturer Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 (305)696-8660 Ext226 tom@lawsonwindows.com Authorized Signature Thomas Sotos • • • • • tom@lawsonwindows.com • • • • Technical Representative Thomas I Sotos • • • • • • • • Address/Phone/Email Lawson Industries • • • • •••••• • • 8501 NW 9Dth Street �••••• Medley, FL 33166 (305) 696-8660 • • • • • • • • • • • • • • tom@tawson-industries.com • • • • Quality Assurance Representative Steven Bailey • • • • Address/Phone/Email 8501 NW 90th St. • • • • • • • • • Medley, FL 33166 • • • (305) 696-866D Ext 287 • • • • • • • • steven@lawsonwindows.com • Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL 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 https://floridabuilding. org/prlpi_app_dtl. aspx?param=wGEVXQwtDgtep%2bDhVRQZHB... 5/22/2015 Florida Building Code Online Page 2 of 3 Date Submitted 05/19/2015 Date Validated 05/19/2015 Date Pending FBC Approval Date Approved 05/21/2015 Summary of Products FL # Model, Number or Name Description 15441.1 9000 Aluminum Sliding Glass Door - Heavy Reinforcement 9000 Aluminum Sliding Glass Door - Heavy Reinforcement XX, OX, X0, XXX, OXO, OXXO, XXp, pXX, pXXX, XXXp, pXXXX, pXXXXp, OXXXp, pXXXO Configurations Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes !—[pact Resistant: No Certification Agency Certificate FL15441 R2 G CAC9000 SGO Heavy Reinf-14-0908- 05.pdf Quality Assnrance Contract Expiration Date Design Pressure: +77.8/-110.1 Other: Glass lites wider than 36" shall have two setting blocks per FBC requirements. 08/26/2D17 Installation Instructions FLIS441 R2 II 9000 SGD Heavy Reinf-14-0909-0 , oaf Verified By: Thomas 3. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15441.2 90DO Aluminum Sliding Glass Door - Light Reinforcement 9000 Aluminum Sliding Glass Door - Light Reinforcement XX, OX, XO, XXX, OXO, OXXO, XXp, pXX, pXXX, XXXp, pXXXX, pXXXXp, OXXXp, pXXXO Configurations Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Certification Agency Certificate FL15441 R2 C CAC 9000 SGD Light Reinf-14-0908-04.pdf Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +77.8/-99 Other: Glass liter wider than 36" shall have two setting 08/26/2017 • • 000000 Installation Instructions • • • FLiS41 i22 II 900rJ 5GD_Light Rsi.yf _i 090�3 _g4�df • blocks per FBC requirements. Verified By: Thomas]. Sotos, P.E, 55225 • • • Created by Independent Third Party: 0a• • • • Evaluation Reports • • • • • • • Created by Independent Third Party, • 15441.3 9000 Aluminum Sliding Glass Door - Without Reinforcement 9000 Aluminum Sliding Glass DoorMit'Aout Reintrcement XX, OX, X0, XXX, OXO, OXXO, XIKIl,9AKX,•pXXX, VXp,• • pXXXX, pXXXXp, OXXXp, pXXXO"Mf rttions • • • Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +64/-89 Other: Glass lites wider than 36" shall have two setting Certification Agency Certificate • • • • • F -441.- f' 08-03.odP Quality Assurance Contract E piratiofl Date • • 08/26/2017 • • • • • • • • • • • • Installation Instructions • FL15441 R2 1I 9000 SGD No Relrll-14-• 0908-0!.P& • Verified By: Thomas]. Sotos, P.E. 55225 • • Created by Independent Third Party: No blocks per FBC requirements. Evaluation Reports Created by Independent Third Party: 15441.4 9200 Impict Aluminum Sliding Glass Door 9200 Impact Aluminum Sliding Glass Door - XO, OX, XX, OXO, XXX, OXXO, XXXX Configurations including L, R, & Double Pockets Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Certification Agency Certificate FL15441 R2 C CAC 9200 Impact SGD 14-0908-02 Ddf Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +76/-85 Other: Glass liter wider than 36" shall have two setting 02/13/2018 Installation Instructions FLLS:441 R2 II 9200 Imcact3GD_14=Q Verified By: Thomas 3. Sotos, P.E. 55225 Created by Independent Third Party: No blocks per FBC requirements. Evaluation Reports Created by Independent Third Party: Back Next Contact Us .: 1940 North Monroe Street 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 arc public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: https : //floridabuilding. org/pt-/pr_app_citl. aspx?param=wGEVXQwtDgtep%2bDhVRQZHB... 5/22/2015 Florida Building Code Online Page 3 of 3 • ...... . .... . ..... ....... .... ...... ... . . ...... ...... https : //floridabuilding. org/pr/pr_app_citl. aspx?param=wGEV XQwtDgtep%2bDhVRQZHB... 5/22/2015 ProfessiollalRe flatio a 2 Fntrxlda � Horre ! Login I + doR 1 �r l .s��T , S�NtiitrQe' 9�e" a nKKa' Professkl Ruiativn FL * FL152T0-R5 Application Type Revision Code Version 201'4 Application Status Approved Comments Archived w Product Manufacturer Pla$Wd inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CEN TUfkF BLVD. LOS ANGELES, :CA 90045 (440) 969-9773 Ext 16 rlckwOrwbldgconsultantaxam. Authorized Signature Vivian Wright fickwl¢rwib#dgconsultants.c©m Tachnlcaf Representative Scx tt 3ohnson Address/Phone/Email 5200 W Geneury Blvd. : Los Angeles,. CA. 90045 • • • •.:. • • • • • • • (440) s-9771 ext IS '..' ; .. • sccjtdofinsorlIOplastpraainc:rom • • • •••••• • • •w • •.•••• Quality Assurance Represenisative •••••• Ron' O'Connell AddressrPhone/Emall "� 5200 W Century Blvd. • • • • • • . • . • • • • • • • • • Los Angeles, CA 40645 • • w • • • •. • (440)969,977-1 Ext16 •••••• • •• ••i••� ron6wrfnNlOplastpro.com • • • • • Category Wer(or Doors : � : • 'Subcategory Swinging F..zVerlor Door Assemblies • • � • • • • • •••••• � • • • � •• • ••• w • a�•••� Compliance MetWO Evaluation Reporkfiom a Florida Registered Architect'or a Llceflj Florida Professional Engineer W Evaluation Repdrt - Hardcdpy Received Florida Engineer or Architect dame who deveeloped Lyndon F. Schmidt, P.E. ttie Evaluation Report Florida License. PE-43469 Quality Assurance Entity N40041 AtOVditatlon and Management tnstlfute Quality Assurance Contract EXpiratldn Date 12/3iJ2g 8 Validated By Ryan 3, 9ing, PX. W Validation Checidist Hardcopy Received Certtllc4te of independent* EL S2"10 RS Wi f.F} C;ATE or;NE1s PEI�Ll ,pdf Referenced Standard and. Year (of Standard) Sftndawd YME ASTM 01529 1996 ASTMD2843 1999 ASTM D,635 1508 ASTR D638 20G ASTM E13()Q 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 s://floridabuilding. g/gr/ oz pra•: m=wGEVXQwtDgv3yVVT JZIQRCFFq... 7/9/2015 �PA_ dt1,x� . Florida. Building Code Online Page 2 of 4 Equivalence of Product Standards Certifled By. Sections from the Code Product Approval Method Date Submitted Otte Validated Date. Pending FBC Approval Date Approved A ummary of Products TAS 201, 20,,., 203 Florida Licensed Profesafonai Engineer or Architect��y 5 Florida. R5 F.L uhW9 rcv Of,grandards ndf Method 1 Opt9on D 04/24g01S 0.4/26/2015 04/29/2015 06/n/2015 1'9" P6 # Modell Number or Name klaiscirip Oh iS2l0.i. 8 Shlooth/Wood Grein/WhIte Wood` 6%'Tmpace Opaque Fiberglass Single Door - Grain/RusW"ahogony Series 0. Iniwing/Oistsm" (X - Configuration) Oberglags. iK?ctr Limits of Use Approved for use In HVJ1t; Y" ITrstaltation Insinuations • • • • • • Pusai0 As II_lhk' 15 • • Approved for -use outside HV}Z: Yes Verined Oy, Lyndon F, Sch mld ,9e 4 409 • • • Impact Resiotsnts Yes abed by independent"Tfi1rd ha • • Design s N/A Evelun" nt Reports • •�0'�`�00 tythers See IN5T 1522tt.i fial Design Pressure I brigs, any ,Wid R5.. -- ft�3 'y **rt • • • • additional use limitations:.lnstailation Instructtdns and Created by independent Third RWU `Yes • • product paitictAts • • • • • • • 15210.2 b. Smdoth/Wocd Grain/Villtite Wood Series 0 Limits of Use Approved for use in HVHZ: Yes- Approved for use outside HVH2:. Yes Impact Resistaim Yes Design Presatures N/A Other, See INST' 15210,2 foi' Desiton Prrass a Radngs, any, additional use.lirnitaiions, instaftWort InstructlorA and product particulars sideittes - Inswtng/O,trtswing CoKor Ko, oXo - • • • c6nllquratl6n') • • • • . • • Inlsial�attirtt InEtructiorur � i • VekTted 13y. Lyndon F.• Schmidt; P. E.4Up9 Created by inde*ident Third Patsy: Yef • • • • 1 LA15215 AA AP 11U10 ndf Created by independent Third party: Yes M1 15210.3 c 5M00 t1/Wwfd Graln/White Wood 6'i3-"Impact" QptWue i t rgtass Double Obbr with or withdut Grain/Rustic/Mahoyany Series o Sldelltas - Inswirig/Outsarino ()CX; OXXO - Configuretions) Limits of Uses Irrstaliation Instructions: Approved for use in HVHZ: Yes FT rs2i0 R§ rt Inst U!0 3 adf. Approved for a" tyuiti 11de HVI'Z: Yes. V0tftd .5V-. Lyndon F. Schmidt, P.E. 4340 ImpactRe3tatanttYes Creato by IrEdBpenii+ev Thirditrty Yes Design Prleaamrer N/A- bvaluatisrrr ItePorts Other: See IJVST 1S2'U.9;for Design Pret§ure Ratingt, any FL"i52Y0lt� AF Eval i52tti.3_ndf additional use`Iirni ations, Instditatlon irlstructio'ns:dhd Created, by Independent Third Party: Yes product particulars. 15210A d. Smooth/Wood Grairi/White Wail. 6'S `Impact" Glazed Fiberglass $hole Door Gr;?<ln/Rustfr./MatyoganY Seises 0 JhvMr gj0utswlnp {X - Cormgura ^--- tbn.) a�_W'--- Limits iait,tl* a Int: alit pn %ittatrttCHorra Approved for use in .HYHZs Yes Approved far use outside HVIM Yes Verified By. Lyndon F Schmid, P;,E. 43464 Impact Resistant: Yes; Created by WtpeMtot !tiles Party: Yes Design Pressure: N/A 6vet4atiori Reports Other: See INST 152,10.�4 for Design Pressure Ratings, any EL a 5�210 R5 AlE -VA i ' O a 01 additlonal ctse limitations,.10stallation 410tructionsAnd Created by Independent Third Party: Yes product particulars. iS210.5 e. Srnoiith/Wobd Grain/Whlte Wood WO 'Impact' Glace Ftbergtasit Single Door with Sidelitq or to raln/RusJ b4142hogany series D Sid61104 Incwirigi±4l+iswtriy: { yk or ?I0; oX0 - Fibergl one tbnfigtsradans) Limits of Use Instaltation'Insirrrations Approved for use in HVHZ: Yes 5?,4�, k5-11,'iI1>R f 52:rfk,S.,,odf https:llflondabuilding.orglptlpr app_ ti.aSPX?Param=wGEVX, OwtElov3vVVKJZ10RCFPa... 7/9/9015 PlOnda Building. Code Online Page 3 of 4 APprar►ed for useesutaide MVkDZ: Yes Ver#aed Oyr: 1.yn to F, Ssti'midt, P.E. 4340 Impact Remomit Yes Q Design Pressures N/Arealed byIndep dentThirtf Pasty: Yew. ; Evaluation Other; See MST 1521b:S for Design Pressure Rating's; any Ff ti 5210 � �� i iVy � additional use iin4t#atlbri5, installatlrrn irlstirctckEons and Crested by Ihdaiitndent Third: Party. rty. Yes 15210.E f 5m'ooth/Wood Grafn/Whlte wood b's 'Impact" Glazed Fiberglass Doubts Door with or without GrAJnGrain/Rustic/MalhoganySerleSO Sideiftes -,I 'wing (kX; }XXp - Configurations) ,i ps rinnr Umits of Ut:e Instal...laid" InxtruWiaitlip Approveed for use Dn iftz: Yes Appregened for use oliftJow fiViltZg, Yes Vlerdfed::By: Lyndon P. Schmidt, P.E, 43409 Design Rexistant: /A Created by Indeppnde ritThirrd Party: Yes Design Pwesiureti N/A Evaluation Reports Others See INSr 1S21o.6'ror Design Pressure Ratings,, any r rn r:c AF r l 1 22D 6 n P additional use Ilmhtt tlonsy fnttailation irlsYruc6ons',art Created by Independent Third Party: Yes nmd„rr n rtf-dft- 15210.7 g, Smooth/Wdod Gialti/Wh to Wood . 90 "Impact' Gio2ed Flberglass Single Door - Outswing (X - GMJn/Rusdc/Mah"anV Series D Conffguratlon) Ab"lasa Door Limits of sloe Instal�tirsvr Inslirue�ions . Approved for use In MVMZi Yes R;S fi Iry�f 15210 7+�di Approved Purr U" eutierifde HVHZ: Yes VeriflZvi ry: Lyndon Schmidt, P.E. F. Impact Rrpsislant Yes .43409 C11e311ted by lndepehdent Third Party: Yes Design Presatura: N/A E"luatibn Reports Other. See INST IS21M7The Design Pressure Ratings, any f 15 10 R5 A_R. bb 1107 ndt additional use ifmftatiohl'*, dneseatlatidri instrucNpn3 and Created by Independent Third Party: Yes product pardsulars. • 15210.$ Fhr/woad'Gratn/Wh to Wood Scrtes't7 °8'0 "Impact" Glazed FTtierglass. S#igie Gnat witty Sl itt�arr/Mafxgany SldeiHres-GutswaiiUnipp��. )w instailation IttsfructDaiifs Approved f w usee to MVMZt Ye. ... . . . . Approved for use nutbMef HVHZ., Yes 0 ...... Verified By: Lyndon F. Schmidt,.111?t 43409 • • • • • • Ra il ail Yes Created by independent Tirltid t'sr4W4+es • • • • • • • • • • Design Pressure- N/A Zwouation Rim • • • • • edtheer. See INST 152104 for ��p�� PfeSsure RatiR an •""'""y'.� tlsY Y f't i S, o RK E C f C • • • • • * 0 0 2 '''''' • additional t IftnftattoraS; itistafiatlon instYtictlans one -->`A..�.;si A f� • Created by IndeReri0stit Thlcd pm Y¢s • product garuculo• .. • • . 15210.9 t. SmootN wood Grain/Whfte Wood V0 "IrttpacY+'.Glamd Fiberglass boubte Q►wr with P ,,.,i ut i • • • • Grsin/RUl;de:/Mahogariy Setles.O Sldelites - Outsvaing (Xx; bno -'ilnft�urations) FaxcrglitSs Door . • . • Ur"Its.of'Use, It stalbtiQd Ie�stenuc3iona ApproVeefior use itr.HVkz*-Yes. Fl i 40. q .,1Lx.�`y.: lff'9 ndt Approved for me outtsl" HYM2; Yj6s Impact Resisteanu Yes v-i!nfledksy Lyndon F, Schmidt, P.E. 43409 Design Pressure: N/Avatuatlofi,Repdcts 0*#I t by trfdoenitent Third Harty: Yes Ocher: See INST 1521D.9 for Dasign Pressure Ra ings, any Ei ' '.t0135 at —4 I U 40 9 additional •use limitations, InstallAbdri IhWuc fdns and. ,l Created by Independent Third Party: Yes product pat"Miars,: 15210.10 1 Smbft/wood: G►ain/White Woo at "frrrpae t" Opawe Fftr9lass Sthgir>s Door - Outswing (X - Crain/RustidJf+Iatiogaily Series 0 t�titftueaftn) Fiberglass Darr Limits of Use Instaiiatiots Instrue orra Appr v" for use in MKMZs Yes M-15240• RS IT n�",ill aril Approved for use outstda MV HZ; Yes ' Varffled Sy Lyndon F. Schmidt, P.E. 43409 Impact ResDstsir Yes; Design Ptessures N/A Cre;xaWd by Indep6ndari€Third Aattyi 1 es Ibvaivatwb ReP4t`tsc Othesrt See INST 15210.14: f4tir Design Pressure itaRfnp$ M 15210 AS A EYat 1 t->x-10 odt any additional up Hmitattottfi, Instaffatfon Imtructl6hii and Product particulars. Created by independent Third Party: yes 15210,11 k. Smooth/Wood Grain/White Wood. 610 "impact" Qpagi,e Fiberglass* Single Door with Sidelite or Grain/Rustic/Matiogany Series O Sidefites - Outswing (OX qr X0; OXO - Contiguratfoeis) Rberglass Door 4imitsofusa In>skaD.tptionInsta<tde ins Approveed f w use In "V"Zr Yes rig r "r C Y K , D 11 a. Approved luir use outside MVMZr Yes ..�4A VerTtl6dl Ply Lyndon l , $41mtdt, P.E. 43409, Impact Resistant; Pees Created by ItrdeOiiirdef nt:I hird Party: Yes: Design Pressuta:. N/A Evaluation Reporte tither. See INST 1521041 for pe 4n Pressure Ratings,. any additional use ttmitations, tnstaflation fnstnrctidns anal *�, s: -yl RK AF F.ya1:1,52j. 11 rt �r Created by Independent Third Party: Yes product particulars. https://floridabuilding.org/pr/pr_app_dtl;aspxQparam=wGEVXQ�vtDc��3v'4�VKT�1OR TP�a.._ 7/9/ . s Monda Building Code Online Page 4 of 4 15210.12 I. SmOothjW*dd Grain/Whtte Wood "IfOaict" Opaque Fiberglass Double poor with or without. GrninlRusdc/Mshpgany Series. O l=lti"JaSs Door Side RM - O ing .(%X oxxo - CorMgUratlons) Urttita elf Lisa Approved foir use in HYiFt: YegC1.` In alRiltlon insl5rnctions Approved for Ww outstd4.HVHZa Yes Impact Resistano yes t 15210',3, fY Verified By:.LyMdon F. Sdirnidt, 6':E.:4$4R9' Design Pressuirin N/A Created by Indepeadebt:Thlyd Porbi: Yes' Evahradon Reports Others See XNST 8210. 12 Ppr:Design Pressure Ratings, F1 5216 RA AP. FW 152+o 13 any additfonai use fi iltatfons, Installation Instructions and product particulars. adf Created by Independent Third Party: Yes. 15210.13 tn. Srnooth/WoW Grain/Wfttte WO "IihpaCr Opaque Fiberglass S t{i poor with Surface1!yv>fd ire#nl bilc{Mahpgai r lofts Outswln9 tX - CarrBrguratiori} Series p, FlfsergOiss [)Eton Limits of Use Approved for utte in Hvia. Yes. if>Istrlkiataton Iriatrtrfrtigns fi 1,aaio R_s.>y`Iij Approved for use puts,#de HVHZ..'Yes, Impact Resistant Yes; .�2yts i Veri Red By. Lyn Idon F. Sthniidt, P.E. 43409 Design .prfts re N/,4 Crested by Independent ThirdParty; Yes Evaluation Reports, Other. See INST 15210.13 for Design Pressure Ratings, El + 2te. !�� AR �ynt r 10 �f any additional use Ilrt+ttlil4vns, in ritatlon lnstiutt oft rid product pai4iCula'rs: Created by Independent Third Party: Yet 15210.14 n. 5in06tti/Wpod Giain/White7ritoOd GroinlikusUcJMahogany SeMe5 o S'A.4impact" Opaque Flberglass.Doubie Dbor with Surface $olta On ACbve 64M,panel - Outs%" (XX - Configuration) Fiberglass Door Limits of use Approved for Use ins "H.Z: hies iluttilllat%ti irehsfCtions a �,� 0 {;� 2I j + a3 in r a +.+ : : Approvted #6w use outside Fi.VHZI.Yes • • • • Verliled Ry Lyndon.F SChmIdtPP;E4E409 •. Impact Resistant- Yes Design *reafoeN%A CreatedyependepThird ihi4!Y4 6v#I#ueition Rdporills • • • Others See MST 1$210.14 for Design. . Pressure R atinps, Fi.1� 3 � Yitl + T 14r ; • • • • any additional use Iirrtltatf4ns, Installation 146"CtlMU and Created by Independent"Third Hiittty:•Yes • product panic Mars. 15210.15 0. SmoOth/Wpod'Grain/Wktii e.iNood. Wo "imps& �1w.*d Fiberglass M.4h'Cg4riy Series a SingfM& ubilAo the WINDS R0*-an operoonal Outt wirON- 0Orain%RUU?W' � dss'1�ocr �nligttl'ationj Limits of Use Approved for use its Hlflflt_Yes Inst000tion Iftantedons • • • • • • • fl I5IJQ FIR 9 tnst 15210 is• • Approved for use outside HVKZZ; Yes'Verified• • • BY . F.: P.E. 43aQ9 • • • • • impact Reialb"At, Yes Design PrOSSU , WA' rda ndepen � by h+dependent'fhlyd Pirty: Thr Evaluation Reports • • • • • • • Othert See IN$T,15214;15ftieDe"n Pr'e5suro k"rigs, t11.42+,.10 RS AF FyY l` iCJ XS adf any additional use Ilitzitations, insteflatfon instrud%ns and •: Created by Independent Third Party-, Pies product<patticutars. 6 0-3TO rentadt +n.n' u`°^i "siitkl4 7Jlfiifii�_- a'.��m:°"=" 5rf �ti slit The $tt * Of.ffoit4a rs aM.AAAj10 MM$3w. .... Mbift.. _:; " RefuM S t•m.n! G i W7rEtfti NMMht tn: AW'ffddteftV not wf h to ftSM-tMder https:!/floridaiauiiding.orgtp,rlpr. app dil.aspx9paraih=wOEVXQwtMv3vVVKJZIOR:CFPa... —w9nni s . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . .... . . . ... �j plastpro 6:0: 5200 W CENTURY BLVIJ . .. .. . .. ... .. LOS ANGELES, CA 90045 • . . . ... . . . . .. . Smooth /Wood Grain J WhiteWood4&fin Re SWC / Maaho any Sed6s 0 fiberglass Daft' 19.SWING / OUTSWING IMPACT t3oTES 1. 46 pfoduct has been evohfated and kin cmrViancewtth the 51h SAw P0t4J. Honda ki4ft Code fF�t�y.stofu,�ciu.{ta�l��y�ytt(i�tciyii�ip�tyEyis'1��yhyVe�ioc.�yt�Yt��nytc�c�r��:ta�{ttVEiZ}. {� 2 `',yV`—suMMi �'M9 M�4,y�V1.VW4WxA{mtLiOliA1�.tlYl. 3. Wtieri.tAW In to Wli thbpto duel corn f arwith 5ecligm IVA ofthe f9c> W k4ft Code 494 dill not feltlke an inpoct feWard <, When used it attas OvWe; of #tre'biY o requ*ig wi d lief, dMA protet rl VS prottuct con'oes wb ito�-1�4:1 � of ir+s9A1±1 t:sC rand itotrs fec�dre dnk�actfc� 7iiis Rr4duct�5ieefts rte U�Ye! ^b t>r1d itGides WRxi Zone kt>s defied dTi �STM t: t946 artd �cticn Td@41.%2 Qf ttie t13G,,. S. Far2t sW Ct ouc im a y-ftft Of'these tmbshdl tothe scam 0 tW ftwn tot9i brick rt cWq co>sf<vatia;: b. sita cot devkite tram tno detcA3 or This dncp requia rrrta� efk� k br a d far fend idi+�iteet. 7. oui%*Vm tiolis li`ieetwpWkdko iort mq*s *nFs br'kii W, Ai riitw oortVid5ora dO not tr�eet the water k►�hof ioCt+eci+i'6menls for ttas'Hvt$" eeid muti tie in4loHad or�itri ricnds�ttbtils aeos or of tsa Aabie foca(im protecW by an omWV of campy sch ttticlt fhe anpie.beti~Jhe edge of carVW gfowxhong ta3N k te;5 #ieRr kS degrees: V—V MAX. 6YVERi11.1 awewolm AM m mulclw fl�ilWt7f@.Ei tf7ftl eRiYIQ(IQRS 16, t . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 07 , CAP ! Rat tAWC.H ME ILVLI CAP"q xv+t�carr�ec+sc 35 S*AX QUA. WON SPHARDWARETABIE, flMIkO1L' fIGNAIIREi�(!�: SCNIAa -rumt a ADW.. iw lkvm wsstim mm D"Dow. msum t 7S HOME' ^V,4MIf wm. wwxnm i $ wsF ranuseatrtwae ngtuucooc^as 7f See OMA s«Vaafor MLOJ;OW)OckdetolL Ris -zll-Li to TbpRa 44 , ORE" FOAMCM {�YUItETiu4t'IE_ 19 ACf r�Mk3 ,•' S . ; ,r ASS K 7 eottoM RAIL rc OW4 oar:: Q 16 12 ! _2 i=A: CR= MWN Ufa LFt— \�Ajq~MD ■ A Fx-15210.1 a [R A M O • • • • • • • • • • ...... ..... ... . ... . • + • . E �4 _EiC�i C iFC�N • • • • • • • • • • h: • •• • • •• • • •• • ns • • • •• ••! •• y ` • • • • • •• • • -r �! If S��s