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WS-17-783Miami Shores Village RECEJVEI Address: BUILDING PERMIT APPLICATION Al BUILDING ❑PLUMBING JOB ADDRESS: Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 MAR 2 2 2017 FBCC 20 P Master Permit No. 1-- - S 2j Sub Permit No. Y V 3 `� ` ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR NW C\A ❑RENEWAL ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: 7 IS( NO. BFE: FFE: OWNER: Name (Fee Simple Titleholder): AM 1-13-1A2(Ck (01. C) Phone#: S 6 1 - C `R,� Addresst:4 Sok as cab e-0-e l ` City: State: Zip: Tenant/Lessee Name: Email: Phone#: [CON'AC'�" .OR:,Company_Name: OW Address: Phone#: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: DESIGNER: Architect/Engineer: LP)''I4o(fr&, 61(61,.(, Value of Work for this Permit: $ @S t OpO , 00 Type of Work: ❑ Addition ❑ Alteration Description, of Work: W Certificate of Competency #: Phone#: - 2-k'5 ' l4 City: (�()("Ct✓II?,C(\, tate: 'Zip: 7-7' Square/Linear Footage of Work: New y°'`0'Re55ir%R014e--"""n"D'emolition 5Ui di v&.e, qI ass d c v-YS '' '� �.AM-' �� ` ►`2-:1° - t. Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ (Revisedn2/74/7n141 TOTAL FEE NOW DUE $ ZI "l • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC;PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be prove and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ZI day of c cCtN , 20 (r)- , by day of , 20 , by 1-4:rntko. Ca 0,v.o , who is personally known to , who is personally known to me or who has produced 1 U as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: Seal: Niboff ' C�•• :V P= ; a ONTOYA- i %����,�' _ i • 11.`CT� r7e�tie' Imo. BondedThru o: ^-T.xin. -rmers v.r�rrr 114111111 APPROVED BY -3 ) Sign: Print: Seal: Plans Examiner Zoning I Structural Review Clerk 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: 1 CCOVVV 11) DATE: 3 12 2 I) ADDRESS: 614 NUJ c i kAta IJU‘ SS A(9' 0,S FL ?J j )SU Do hereby petition the Village cf 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. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial Pc c 3. I 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 and contracts. Initial A 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or 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 myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial A- G 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working 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 county or municipal ordinance. Initial kC 7. I 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 am 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 employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide 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 f\ C 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal 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 P\v 11. I 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 the proposed construction activity at the following address: of Km cki S4 Initial kv 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information 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 1-2 day of Vct t(C, 20 By `L\ 1('Vk)M Ci_CSbknnGino Produced there License or e or who has as identification. OWNER " " `� NOTARY >- m APPROVED F- a z 0 N MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Lawson Industries, Inc. 8501 NW 90..Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS-8700 (Flange -Frame)" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange i[[cl� w", w", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/14, prepared rer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product ion stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade I[II$W.t W y r-tanufactt of Reis P t rcgluct Control Section. 5 gI IPACT RATING: Large and Small Missile Impact. Resistant Ej "ABLf : Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, se{ies,aind`ot llowing statement: "Miami -Dade County Product Control Approved", unless otherwise noted in4 z twill. of this NOA shall be considered after a renewal application has been filed and there has been no ohagge 1 the applicable building code negatively affecting the performance of this product. TERII i '-'ION of this NOA will occur after the expiration date or if there has been a revision or change in tke Tat ials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement otany rotct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tor,conly D,n-h any section of this NOA shall be cause for termination and removal of NOA. L vl ti 1 MENT: The NOA nwnber preceded by the words Miami -Dade County, Florida, and ,,. fL"" owal the expiration date may be displayed in advertising literature. If any portion of the NOA is d s��, Wed, then it shall be done in its entirety. f MIAMI—DADE COUNTY PRODUCT CONTROL SECTION (RL! 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. mia midade.gov/economy R INSPECTION: A copy of thi§ r1tirp j4QA ShaU be provided to the user by the manufacturer or its distributors and shall be available for innpisctton at tgeviob►lite at the request of the Building Official. This NOA. revises NOA No..12-11.1.2'i'.08 and vorrsiits pf tilts 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 Jaime D. Gascon, P. E. • ..• •.• ... . ...• • . .. • • . • . . .• • i • � Ikk MIAMI•DADE COUNTY APPROVED 4 . • • ... • .•. • • . • • • . • • • • • • • • • • • .. .• • • • •• •. •.• • • • 080 • • NOA No. I4-0908,I4 Expiration Date: April 11, 2017 Approval Date: November 13,.2014 Page 1 ' Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B" dated 08/11/14, prepared by manufacturer, and 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 FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 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.'s HETI-10 3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked up drawings and installation diagram of 8 specimens 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.'s 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 previous 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.'s 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 previous 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, xQx configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. ' 111$- 51;.dated 04/25/11, signed and sealed by Rafael E.Droz-Sed •••'• ••• • (Submitted under previous NOA No. 11-0705.10) f. • ••• ••• •• • • • • • • • •• • •• •• . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .•••.8_1 • • • . • . •• • • • • •.• • • • •.• ••• ,.. • • • •:• ••.• Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13,.2014 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED). 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, NF,TI-082035, HETI- O8-2036, HETI. 08 2037, HETI-08-2038, HETI-08-2116A and HETI-08-211613, dated 02/28/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous 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 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 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-0227, 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 0.7/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA 1Vo. 12-0127.08) 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.13-Q12�.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont But adt0:PY12 r�Lte• rlayer." dated 04/11/13, expiring on 12/11/16. • • • Jaime D. Gascon, P. E. • • .. • • ••:...• • • NOA No. 14-0908.14 • • • • • Expiration Date: April 11, 2017 Approval Date: November 13, 2014 • • • • • • • ▪ • • • Product Control Section Supervisor • • �•. . • • • • • . • • • •1r-1 • 000 • • • .•• •• • • • • • • •• •: • • • • .:. .• •• ..• • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. 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 conformance to and complying with FBC 51h 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 for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State, 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J Sotos, P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10 3049, HETI-10-30491, HETI-10-3050, HETI-10--3051, HETI- 10.3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-103130, HETI-10 3131, 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 and 04/25/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08- 2034, HETI-08-2035, HETI-08-2036, HETI- 08-2037, HETI 08-2038, HETI- 08-2116A and HETI-082116B, 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 previous NOA No. 09-0706 05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12--0127.08,. issued to Lawson Industries, Inc. for their Series "HS-874 T (tTing - Fcathei 1lxminum Horizontal :Aiding Window - LM:I.", approved on 03/29/12ar 1 ixiVng cgi 047'11/17. • • . • •• • • • • • • • • • • • . . • • ;• • • •• . • • • . . .*toe• . •• •• .4--3 • ... • • . • • . • • • .• • • • • • .. •. •�•••• . •• Jaime D. Gascon, E'. E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 • • • 0m /�� .i/ /// //" O// T -- 0m \\ \ \\\\ ..-\\ -.0 \`' 0 CD NOTE: OX I I XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, AI, B, & B1" REFER TO SHEET /3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E" REFER TO SHEET N4 4) REFER Tl) 6HEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. • I�©•• • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •••• • • • XOX �Equa1•Lite (14I-17.3 j/3) • NOTES: • • • 41 '1 REFER TO M 1 LIF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTIC (%OZT SECTION DETAILS "A, Al, B, & B1" REFER TO SHEET #3 3) FOR HORIZONTAL -GROSS -SECTION DETAILS "D, & E" REFER TO SHEET #8 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. O CD / /// O / /// V /// O / XOX — Un—Equal Lite (1/4-1/2-1/4) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Br REFER TO SHEET #9 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET /5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes' .1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 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, UNDER SEPARATE APPROVAL AND TO. BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #8, 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK 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 LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 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 SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED 0R PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. PRODUCT REVISED as complying with iha Florida Building Code Accaptunw No P. By Al a Product Control 08.1 ci) r4 w 0 E d z t5 L" 2 04 z 6 � 0 N xD a. o co co 1 0 a 8 1 1 1 1 B' - Revised dote for the FBC-2014 'o Sp 1 y JG 1 a C • •• • • • TEST UNIT SITE: 111" X 83" * INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEADIF DP ABOVE 70.0 (B) 10 AT EA. FRAME SILL (14 AT FRAM. SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE y3 & /4. i • • • 4 • • • • • 4 •• • • . • • • • • • • • • • • • • • • • • • • • • • •_i 85 3/8. OVERALL FRAME WIDTH 84 3/8' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS VITH DP ABOVE +/- 70PSF (4 TOTAL) 171:27crc. 5'-'- Max. 0.L.0, width II/ r - II/ D -03/ 0 '\ `.\ i _ Max. Vent_D.LO' He\= _ - 7 1 2 5r li , !i „ / y ,1 o 9\ NOTp__;__� . * . I1 • ••pr\` • • • • •• •• : NDlt L•s • • • • • • • 1. SANG !NERnFACING AT HEAD 4 SILL 2. TWO ADDITIONAL ANCHORS REQUIRED • •• • AT MEWSI*8*dLS FOR UNITS WITH • • • • • • • DP 480VE +70P9F / - 75PSF (4 TOTAL) • • • • • • • 'XOX" WINDOW EQUAL LITE • • • • • TEST UNIT SIZE: 111"•X 83" INSTALLATION FASTENERS •* • • •(1)•1• *T FRAME•f1!AApp (14 AT FRAME•HEA) 1' DP ABOVE *70.0) (1) 10 AT EA. FRAME SILL • • • • ""5 AT AT FRAME S(oA. 1j eDP ABOVE 70.•) AT EA. FRAME IAMB • *SEE GENERAL N•7E•01 & 04. •• 1 I4JNTINS NAREF AALPSPELV/AL V/ SILICONE AN ARE AVAILABLE AS OPTIONAL. I & VERTICAL CROSS-SECTION DETAILS 'A, AI, B, S B1' AT SHEET 43 • • • 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, 0, A E. AT SHEET 45 • •II 0 .-MAX 4 I~ ill I 111' OVERALL FRAME WIDTH 110' INTERIOR FRAME WIDTH TEST UNIT SITE 74' X 63' INSTALLATION FASTENERS• (A) 8 AT FRAME HEAD (B AT FRAME HEAD IF DP AB( (8) 6 AT EA. FRAME SILL (6 AT FRAME SILL IF DP A801 (C) 6 AT EA. FRAME IAMB • SEE GENERAL NOTE /3 & /4 13 1/4' D.C. 13 1/4' O.C. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS VITH DP ABOVE +/- 70PSF (4 TOTAL) 1 (MAx.2' O.c.) I 0 Max. Fixed D.L.O. Heght — 57 9/16" Mat,. D.L.0. Wid Max. Vent D.LO. Hei•h - 56 7 16" /// <-1 r ALL CORNERS) 13 1/4' OZ. --(/�13 1/4' OZ. 13 1/4' (LC. 1 DC. 5 ANCR&R RATER ` 1. SAME ANCHOR SPAC NG AT HEAD 8 SIL \ 2. 7V0 ADDITIONAL ANCHORS REQUIRED AT APPLIED V/SILICONE0.AND ARE�AVAILABLE AS OPTIONAL. ABOVE +70PSF /- 75PSF (4 TOTAL) "XOX" WINDOW - UN -EQUAL LITE NOTES, 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, I. D1' AT SHEET D3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, A E' AT SHEET *5 74' OVERALL FRAME WIDTH - rVE 70.0 E 70.0) 73 O r- ,4p —1 C)fi INTERIOR 4 1/21 FRAME REQUIRED FOR FOR ,IjT WIDTH WO ADDITIONAL ADDITIONAL ANCHORS AT MEETING RAILS UNITS (4 H DP ABOVE UNITS WITH LIP ABOVE 4�� FAX. 0.C. WUL Q.C.) i 5 i t t T 1♦ Ma DA.O/(�idlh (rypR 1.13 n 33 i {► m it 1/4' o// :0 l' 63' OVERALL F re-- 62' INTERIOR f / -1 /%/ V d 1 C O CD S IV/ 11 ,I 1F_=j d II it g. 13 1/4' 13 1/4' I I i I I AT ORS O.C. D.C. O.C. 0.C. ANCHOR NOTES, 1. SAME ANCHOR SPACING AT HEAD A S1 L J EXT. I. INT. FALSE CEpDLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED J VTILICpARE AND ARE W/ Al MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE +/- 70PSF (4 TOTAL) "XO" WINDOW EQUAL LITE NOTFS' ('OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, 6 DI' AT SHEET 43 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, t. E. AT SHEET *4 SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS - L.M.I. PRODUCT REVISED as complying with lim Florida Budding Code Acceptance No Wu Product Control 2.01.7 ciD 0 z Ui 0) e 1 OH 0 6- S 1 1 1 1 N z 1 1 • •• • •• • •• •• •• • • • i• •wl •4 • • • • • • • • • •••~ tx W • W ••••= W X z° l L.D • i I` 7 A • • • •• 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC, <SEE ELEVATION AT SHEET #2 FOR MAX, FASTENER SPACING) p EXTERIOR GRADE PERIMETER CAULKING •• • • • • • • • • • •• • • • • • •• •• • • XTE41 R • •• •• • • • • • • • • • • • • •••• EXTERIOR GRADE PERIMETER CAULKING 1 1/8' MIN. EDGE DISTANCE 4.v • ••• •y••• j•• II • • • 4 A A ° 4 1 1/4' MIN. . EMBEDMENT 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM A 1 1 4' MIN. : 4. AE.MBEDMENt-. G 4 4 ,. p p 1/4' MAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS. 1/4' MAX. SHIM SPACE' (TYP.) a_ EXT. GRADE CAULK 4 4 i1 4 4 .. STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) EXTERIOR ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS #4, #5, & #6. 1/4' MAX. d SHIM SPACE 4 <TYP.) 1 1/4' MIN, •• .- EMBEDMENT, OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD <SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM SPACE (TYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK 0R MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS pIDTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISOD as complying with the Florida AwTding Code Acceptance No Miami I daProJuc1Control OS. it cAD oa • CO M ho N p W mohn yW Z 1.) O z N X tO70. ci) CLASS DOORS i 1 1 1 1 1 IQ 1 1 S 1 i^ • • • 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) N14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD, (SEE ELEVATION AT SHEET *2 FOR MAX. FASTENER SPACING) • • • • • • •• • 16 MIN. • EIiGi• DISTANCE • • • �• EXTERIOR WALL FINISH • • • 4yp WITHERS OR). • • •• • • • 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP,) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM LAMINATED GLASS 1/4' MAX. }•, SHIM SPACE (TYP.) O 1 1/4' MIN. EM I ENT 6d)g11AMMAAV\l1\A\ A!lit <4 ff ))) »» •• • • • • • • • • • • • STUCCO.OVER•14ETAL LATH IMlt.l!D•TO EXTERIOR GRADE PLYWOOD SHEATHING • TO BE SI)FCIFIED BY ARCH/MSS.C. (EXTERIOR FINISH BY OTHERS)* NOT IiY•LA1♦IW INDUSTRIBBP MIS•• • • • • • • • • • • • •••• • • • • • • • • • •• EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED HY OTHERS (TYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LACKS ARE REQUIRED PER EACH VENT. SILICONE ADHESIVE BEDDING COMPOUND INTERIOR EXTERIOR 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES. 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CALK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN TILE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE. ANCHORS TO BE *12 SMS OR VD, SCREWS INTO WOOD, OR 1/4' TAPCDNS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 1/4' MAX. SHIM SPACE (TYP.) EXT. GRADE CAULK—' X 4 PT. WOOD BUCKS a. - 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 12 FOR MAX. FASTENER SPACING) A 1 1/4' MIN. EMBEDMENT 4 1 1/8' MIN. EDGE DISTANCE PRODUCTRRVISBD of complying with dm Florida Ou<ding Code AAmino: wNo :L OS. fly %17 flyjc vticmlDadc ProductControl ci) z E4 z 1 a 0 1 1 1 1 'B' - Revised dote for the FBC-2014 ji 1 d 3 1 • • • • # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4' MAX. "SHIM SPACE ITYP.) •,OUIIU IIAt\lUl Y. , i} 1/4' N. MBEDM 1 •• • • • • EXT. GRADE • • • • • • • • • le ••• •• • • • • • •• •• • • • • • • • • • • • • • • • •-• • •- • • • • • •••• • • • • •• • • • • • CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND WINDOW INSTAtEATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHINS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) — •LAMINATED GLASS EXTERIOR WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN —EQUAL LITE 1/4' MAX. ._ SHIN SPACE ITYP.) PT. WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET #2 �I FOR MAX. FASTENER SPACING) ,'7.I n"11ill\',llll\lt'.\14111111\llll\llilll\, FI 1 1/4' MIN. tMBEDMEN 1 ,d EXT. GRADE OCAULK o a 1 1/8' MIN. EDGE DISTANCE PRODUCT REVISED na complying with the Florida Building Code Acceptance No Pro O • 4 c ) • HORIZONTAL ROLLING FLANGE IMPACT WINDOW 1 la 0 0 0 1 1 1 1 'B' - Revised dote for the FBC-2014 1 1 1 1 z 1 G7 1 DESIGN LOAD CAPACITY (PSF) - OX or X0 WINDOWS WINDOW WIDTH HEIGHT 24 24 Jamb Anchors 3 H&S Anchors 3 + / - Pressures (psf) Glass Ty "A" (* 2) +psf 1 -psf 65.0 65.0 Glass T • • "B" (* 2) + psf - psf 65.0 65.0 Glass Tye "C" (* 2) +psf � -psf 70.0 70.0 Glass Type"D" (* 2) + psf • psf 70.0 70.0 Glass Type "E" (* 3) I Glass Type "F" (* 3) +psf l -psf +psf ] -psf 80.0 80.0 80.0 80.0 36 24 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 48 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 60 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 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 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 36 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 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 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 72 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 24 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 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 y8 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 • • • . • •- 60• • . -z4- 36 • 48 r••80, •••3. •:266 3Z ;18•• 48 4166•.i 6b 60• 60• h •26 • . 4 . 4 • 5 -• 5 • • 5 • • 5 • 6 • 4 ' • 4 • •••6•• •• 6• • 5 • • V 3 • 3 • •83125 7Z ro 2e • 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 3 3 • •••8 •••s• 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ciD -71 R 0 0 0 ra o a • M z a z0 q os x o w o a co 0 0 0 1 1 1 1 "26'.5 • 37 •62.425 - 74 26.5 18!376• 38.g75. 3✓ia7.5. 58.375 50.625 4 • 4 . 4 • 4 5 ii•4• -.4 • 6. 8• 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 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 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 5 8 65.0 65.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 70.0 70.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 70.0 70.0 80.0 80.0 80.0 37 53.125 74 Notes 63 63 63 (*): 6 6 6 4 6 8 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE 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 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 SOFT. IN THE MHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 as tiompiyhig with the uilding Code ccepttwoo No 80.0 80.0 80.0 80.0 1.1. RISER - OPTIONAL APPLIED VITH SILICONE 80.0 80.0 • 1 • DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un-Equal Lite (1/4-1/2-1/4) +/- Pressures (ps ':.FRAME SIZE _ # Jamb Anchors # H & S Anchors Glass Type "B" (• 2) Glass Type "C" (" 2) Glass Type "D" (* 2) Glass Type "E" (" 3) J Glass Type "F" (" 3) Glass Type "G" (* 2) WIDTH . HEIGHT + psf - psf + psf J - psf + psf - psf + psf - psf ! + psf j - psf + psf - psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.9 52.0 52.0 65.0 75.0 72 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 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 24 3 11 80.0 80.0 A 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 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 72 36 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 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 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 48 4 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 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 , 48. 4 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108. 18 4 _ 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • • te. 60 5 • • •, - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 64.. : 5 • •I - - 52.0 52.0 65.0 - 75.0 65.0 75.0 52.0 52.0 65.0 75.0 : • • 60 • 5 • 08 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • 96 60 • 5 :.:..10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • • 4 tie. 6Q. _ 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 026 • • 3 _ • 6.6 "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 •74 38.375 • 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 • • •7V 5i.025 • 4 •' • • 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 74• 58 - : 5 ••.... •7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ...In 63. 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 26 3 -:--"9 - 52.0 . 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •• �$$�` 9.5 3a.3T i 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 , • 79.5 515.625 • 4 • • • 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 t•feb 58••• 5 • . • :9 - - 52.0 52.0 . 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 •g3. 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 - - 52.0 52.0 ' 65.0 75.0 65 0 75.0 52.0 52.0 65.0 75.0 Notes (•\: 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, H, C, & 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 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. PRODUCTRRVISF.D as complying with the Building Code Acoeptaaeo No XOX - Un=Equal iltq PWduct Con ?1g 20-S RISER - OPTIONAL 1 APPLIED WITH SILICONE I FOR DP ABOVE +70.0 PSF ri (+80.0 DP MAX.) i cip HORIZONTAL ROLLING FLANGE IMPACT WINDOW 0 0 x z A 4 1 w 0 0 0 1 1 1 Yg 2 •6 1 8 1 18 f 1 1 1 ,,,,, 142.44 , • • • • • • DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3-1/3) + / - Pressures (psf) FRAME SIZE WIDTH HEIGHT # Jamb Anchors #H&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) + psf - psf + 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 72 24 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 84 24 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 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 84 36 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 84 48 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 •••a4C 53.125 '33'1.25 ;60• •60 • • 5 • 5 • • / .?.6.•& 3 • 38,375 • 4 • 9 •• 9 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 :6 •6 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 '53.125 50.6E5 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 •ffY?25 •'. t25 •58. 5 •• ..6 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 63 • 5• - •. • 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ••9+4 •. 7 74 •••74 • 74 Q6 3& 3�5• 50.625 • 8• • 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 • 4-•. d 4••. • 5..• 5. '9 •.• 9 •• 9 • 9 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 A O q cr) 0 z g 5 IA HS-8700 HORIZONTAL ROLLING • 1 O O 0 0 i 0 0 1 1 1 1 • • Z9.5 79.5 79.5 79.5 79.5 84 84 84 84 84 Notes 393T5' 50.625 58 63 26 38.375 50.625 58 63 3• • • 4 4 5 5 3 4 4 5 5 • 9 • 9 9 9 9 9 9 9 9 80.0 70.0 70.0 70.0 80.0 75.0 75.0 75.0 80.0 52.0 52.0 52.0 52.0 70.0 52.0 52.0 52.0 52.0 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE 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 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 0" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 80.0 52.0 52.0 52.0 52.0 75.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 XOX -Equal Lite 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 goo mom. E on Riff 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 enu ado Product ro SILL RISER - OPTIMAL APPLIED WITH SILICONE 1 FOR DP ABOVE +70.0 PSF 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 B' - Revised dote for the FBC-2014 'SI 4'. C S 00 - - _ -- OCV CORNING 899 SMOREEAD 5731 T210*00 REMCO SPECTRUM 2 0.600' GLAZDIG DEPTH LAMINATED GLASS COMPOSITION - TYPE B IRK 2 3 CUBS DESC7NPTION 1/8' ANNEALED GLASS 6090' PLASTIC INTERLAYER 1/e' ANNEALED GLASS LAMINAR DESCRIPTION SNLEX/KEEPSAFE Dy, 'SRUTIA' D LAMINATED GLASS COMPOSITION - TYPE ➢ RDI0 GLASS DESCRIPTION •) MAIL LAIIMAR DESCRIPTION 1 1/0' HEAT-STRENGHTEHED GLASS ILA A +-.:=_".- DUTACITE PVB 9y. 'DUPONT' 2 0.090' PLASTIC INTERLAYER . a"BWEE43 -=--'- 3 1/8' FEAT-STRENGITENED GLASS 41 +) 4340. LAMINATED GLASS COMPOSITION - TYPE E IRK 01A99 DESI(t45ON 3 1!• 46, 8 1 E• 90090' PLASTIC 1•TIRLAYE% ! •3• j1/ ANNEALS• GLASSE • • • •• • 1/8' NEAT-STNMGHiNEDD` GLASS ' PLASTIC•ANTERLAY,R0 ••• HEAT-STRENGNTENED CLASS •••� • LAMINATED GI1SS COMPOSITION - TYPE F CLASS DS1CR1PT1.•0N 1/8' ANNEALED GLASS • • • •• •• • • • 0.600 GLAZI DEPTH • DOOM AMP— •••• • • • • • • • •.• 's244:24E OPTIONS'. • LEADAo 5731 • 1 • • SPECTRUM 2 IAYINATE DESCRIPTION SAFLEX/XEEPSAFE By. 'SOLUTIA' LAMINATE DESCRIPTION BUTACITE PVB By. 'DUPONT' • '_ • • INBULAlB! g.M41NATED GLASS COMPOSITION TYPE A ITEM 0u9E D=se • 1/0' ANNEALED GLASS 2 0690' PLASTIC INTERLAYER 3 1/0' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 WEEPER DESCRIPTION IAFLCX PVB DY' 'SOLUTIA' INSULATED IAMINATED GLASS COMPOSITION TYPE C ITEM GLASS DESCRIPTION I/O' APPEALED GLASS 2 0.092/ PLASTIC INTERLAYER 3 I/8' ANNEALED GLASI DETAIL 1/4' INSULATES AIR SPACE 5 1/8' ANNEALED GLASS <■) LY URINATE DIHCAPTION PVD By. IMAMS' INSULATED LAMINATED GLASS COMPOSITION TYPE G ITEM MASS DESCRIPTION 1/8• FEAT-STRENGNTENED GLASS 2 0090' PLASTIC INTERLAYER 3 1/8' NEAT-STRENGHTENED GLASS 4 1/4' INSULATED AIR SPACE 1/8• ANNEALED GLASS (■) 081mGTE DESCRIPTION PVB Hy. 'DUPONT' <■) WINDOWS WITH GLASS TYPES 'A, C. DR G' INSTALLED ABOVE 30FT. IN THE HVHZ, THE S.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE UMITATIONS. (ALUM. 0.078' MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN EXTERIOR GRADE PERIMETER CAULKING E 12 X 3/4' S.B.S. FLAT HEAD, PHILLIPS. (SEE ELEVATON AT SHEET /2 FOR MAX. FASTENER SPACING AND DP TABLES .FOR QUANTITY) EXTERIOR QFRAME MULLING DETAIL SEE MULLION APPROVALS FOR MUWON TYPE, SIZE AND MAX. DESIGN PRESSURE UMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW 0R MULL SHALL GOVERN _ 1/4' MAX. TYPE, 12 S.O.S. X 1 1/4" L. ..------ SHIM (SEE ELEVATION AT SHEET /2 1.4: INTERIOR 1!��� FOR MAX. FASTENER SPACO<G) -5=�1 '_,T. �IEI.I; i�vl� 11j sr PERIMETER -- SEALANT NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL Fy - 38 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048' B) ALUMINUM . 6063-T5 MIN. (ALUM. 0.078' MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL WINDOW FRAME EXTERIOR HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM # PART / REQD. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2. L-8701 - 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 L FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REO'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM l2 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS 118 X 3/4' P.H. PHILLIPS 13 FS-040 AS REQD. INSTALLATION SCREWS 814 SMS F.H./PHI.. 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULB N3033 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .230' h PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REO'D. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM 19 PVS-001 AS REO'D. PILE 2 GLAZING BEAD ,187' w x .150' h 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-75 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-75 ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL © 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW N8 X 2 1/4' P.H./PHIL. 26.1 HC-044-1 2 WEEP FLAP & BAFFLE ■ 262 HC- 1 X VEEP OPEN CELL FOAM PAD 1/2' X I/O' X 2' L. 27 HC-040-1 2 SASH ROLLER & HOUSING ■ 28 HC-026-1 1 SCREEN FRAME & MESH • 29 ■ 1 ATTACHMENT SCREW @ CLIP 98 X 5/8' S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-75 ALUMINUM 33 2 LAMINATED GLASS - Soo Details @ L.H. of sheet 9 34 AS REO'D. GLAZING SILICONE See Details R L.H. of sheet 9 35 OPTIONAL AS REO'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM-5504 AS REO'D. JOINT SEALANT ■ 37 • AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT REVISED CS complying will Alb Florida Building Cade AcceplROco No Mutts oa14 0£3a L U z 23 to (�a hQ tr O tak TJI O 0 0 1` cn 00 W 3 O 0 LT 1 0 0) O 0 0 1 1 1 1 2 •ar - Revised dcte for The FRC-2014 Eo qo 1 1 UA FRAME HEAD L-7703 --1230 FRAME FIXED L-7701 O .7— I 7A6Enn*`� JAMB .. 11��IY SILL. TRACK L-8702 O BAR ...M9 8501 N.W. 90 Ll 1. / I ®1 7 MEDLEY, FLORIDAT 33166 (YIVDYSSTRZES. INc.) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS HS-8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW EXTRUSION DETAILS & CORNER ASSEMBLY DETAILS it oL t" 1 co O o S 1 88 y, [jf - O \ FRAME TOP CORNER O _ I �. PANT TOP RNI 1 j �. I ..4‘i! FRAME HF/iD te5, � ••�� 2A43 T —ma SILL RETAINING CLIP L--8705 O 0\�` 24Sf --IA39—�-I 1A66 \\\\\ FBAME,I6E!@ _,\ \. 11) BOTTOM CORNERfRAME MEFTCtG RNI•••• FRAME87SILL L-8701 FRAME VENT JAMB L-8703 .7FRAME 2A09 0 1 I • • • •-• • • •••ar�i —.062 • •• - • • • • • • • 9 • • • • • • 2A63 • • • • •• e� . .062 VENTL-75 SPRING L-7539 21 O — .699 LATCH .062 — LT VINT TOP CORNFOr••• F SII {, \\ j�VENT JAle RNI I .� � \. \ a .i11 -' VENT POCK RNI , \ • • • • • •••• • • • • • •:? • • • • • • • j� I �� -� I v FRAME SILL \ / MFF�B RAII \ r FRAME III • •• • • • • I_- --1 1 I E H A S g o • • VENT INTERLO • L-7705 • • ire RA1 • •FIXED • •• ,• MEETING RAIL ••L-7704 • VENT TOP/BOTTOM L-7707 RAIL 062 A2D� —A62 PA WWI VENT BOTTOM BOTTOM nAro CORNER ..a I _ to El 4 k 2PBS 375, FRAME & SASH CORNER ASSEMBLY DETAILS A62. — hiss —1.073� GLAZING BEAD L-7708 i i 1741� ASO .773-4 VENT JAMB L-7706 RAIL SILL ANCHOR CLIP L-8830 32 .185 A9� GLAZING � 7 1G BEADADAPTER08 1B SILL RISER 20 ,`,,, aa* It�3 �/,,,,,' 0% . • ' p NO j1 F. Z N ♦ S• �� hp�uu pP** a 0 O useLlinujIl —A62 srso ]E30 �-j.500 If PRODUCTRU1VISBD al oomN 11 plylny wl161'lotlde 9tdldlo8 Cade }� Q 2.794 I L. Acaploneo No L233 �D8. Ey o D .773 —I —Aso Q. I .diaml Della Product Contra DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window - L.M.L 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, 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 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 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 entile NO1l sbb1 be: pio iidel to the user by the manufacturer or its distributors and shall be available for inspeclipp at tte job stteht Ile 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 reviaweaby 1Viaaue1 erezz P.E: • • •• MIAMI DARE COUNTY APPROVED • • • • • • •• • • • • • • • • • • •• • • • • • • • aIti„ • • • • • • • • • • . • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m iamid ade.Eov/economy NOA No. 16-1003.01 Expiration Date: December 27, 2021 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 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 single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 09-2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 2. Test reports on: 1) Uniform 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 single hung window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, IIETI-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;'.F . • •• • • • ; • (Submitted under NOA No. 11-0705.09) 2. Glazing complies with•r4.S'f 4 Et300;01'• •. ... .. . . . .. • ..• ..• ••. . • • • • . • • • . • . . . • . • • . . . . • .. . • . . . .• ••. . . . •.. • 1 ... . . •E• ••. . • • . . • . . • . . ... . • • . . . . • • . . • •. .. . • . .. . ... . . . ... • Man , ' erez, P.E. Product Co '. Examiner NOA No. 16-1003.01 Expiration Date: December 27, 2021 Approval Date: December 15, 2016 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 "SentryGlas® (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. for their "Butacite® PVB Glass Interiayer" dated 04/25/15, expiring on 12/11/16. 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 conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated September 30, 2016, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under 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, HLTI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08,.signed and sealed by Candido F. Font, F.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. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ... ... ... f Manueli P.E. • • • • •• •• •• •• / Product Control xaminer • • • • • • • • • • • • • •• •• •• NOA No. 16=11J03.01 • •• • • • • • • • • • • • • • • • Expiration Date: December 27, 2021 Approval Date: December 15, 2016 ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • INSTALLATION ANCHORS (A) 4 MAX. AT FRAME MEAD (B) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET N4) (MAX.-TYP. 0 6 ALL CORNERS) ( ID 1/4- _ jMAX. ABOVE usMEETING RAILS 6' MEETING 2ni 3 9 '7/b' MAX. BELOW MEETING RAILS •. 1 I • • • • 461AX_ 1 • • I• EX I-. 6 INT. FAI._SO tlS'TRIOR_• • • •WT•N ARE APPLIi/D V/ • • W/ SILICONE AND ARE &MAILABLE AS OF I ILIN•I.. 48' WINDOW FLANGE CRANE VIDTH 13 3/4- I MAX. D.C. C C 04. D.L.O. Wi ), 9/16 • • • VINDOV BUCK WIDTH 46'*AD WO, !QUAL LITE ELEVATION • 4 INCLUDES UN -EQUAL LITE AND RADIUS HEAD • • • (LItIAEA a LOADS ON SHEET 4 OF 5) ..gggeral •Noiav • • ..1)•TYIS WINDON01►YSTE•L IS DESIGRHD•AtID TESTED TO COMPLY WITH THE REQUIREMENT OF THE 2C14 FIWRIOA BUILDIAG COD nth EDITION INCLUDING HIGH VELOCITY HURRICANE • ZONE VELOCRY (HDRZ) AND AS!'5? tiTIO-09. THIS PRODUCT IS IMPACT RESISTANT. • ' • • •(41IUTTERS NOT REQUIRED) - 2.) WWOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING • • • iftiSISTS T1IIE•SUBBRIMPOSED •I*1164010 .CCORDANCE WITH THE REQUIREMENTS • OF 2014 FAM.C.•& TO BE REVIEWED BY BUILDING OFFICIAL. 6.) ANCHORS SOWN MOVE ARE IS �M:,"•FFST UNITS. ANCHORS ON ALL WINDOW SIZES • ARE NOT TO ,FTCT:F•p THESE AYI UM 4PACINGS ON CENTER (O.C.) AND AS TABULATED •• INSTALLATION ANCHORS (A) 4 MA)(. AT FRAME HEAD (B> NONE PER FRANE SILL (C) FR4NE JAMBS (SEE SHEET 44) 53.125- WINDOW FLANGE FRAME VIDTH laAX>5/>6' M. O.0 • ALL CO' ERS ID 3/116' 1MTE1fING RA1 S 1 AT 6' MEETIN'G 1 RAILS B 1/2- MAX. BELOW NESTING RAILS MAY rsa Max. D.L.O. Wfd111 INSTALLATION ANCHORS- (A) 4 MAX. AT FRAME MEAD (B> NONE PER FRAME SILL IC) FRAME JAMBS (SEE SHEET 44 6' r. `t B 48 11/15- O • • tit SHEET i. . 4.) ANCHOR CONNIH.NE NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED CLASS TYPES TABULATED HEREIN (SEE SHEET #3). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. B.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) SEE SHEET M 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. • WINDOW 0 1.K WIDTH UN -EQUAL LITE RADIUS ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) \ 1 5 WINDOW FLANGE FRAME viDTH IINDOVS V/ ? HI VENTS,, m xm-1 - `1 I m 1 1 n I I I u x MO; DLO. Wig lh =148 ii 1(/1e, , �__--u ✓ o 9 i '1D 3/, i v 1AX. BELOW MEETING RAILS 6 MAX J 521L.5i --1 WINDOW BUCK VIDTH UN -EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) SERIES-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME '.X;. 6 INT. FALSE COLONIAL MIIN1INS ARE APPLIED W/ V/ SILICONE: AND ARE AVAILABLE AS OPTIONAL. INSTALLATION ANCHORS: --- --� WINDOW FLANGE •FRAME 4(014 (A) 4 MAX. AT FRAME HEAD •• IC> NONE PER FRAME SILL � \ -y •3 . 31 (-`- <C) FRAME JAMBS (SEE SHFrr X4\ MAX. 11:E. a 1 1 6. MAX.) .. (ttPIC41. AT L A(.L. COHNEfjS 9 5/B. r13 !MAX. ABOVE IMj `MEETING"RA-1S A�W T. — 6' MEETING 1• RAR6,_ w 9 V 4' MAX. BELOW MEETING RAIL ,M4X. EXT. 6 INT. FALSE COLONIAL ------ 4103>6S ARE APPLIED W/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. =�48 I1 IBi, ._ o, / 1a 12: VINDOV BUCK WIDTH EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) 3) — 3 PRODUCT REVISED As cemp1}i4g With th• FlaridM O AI4A(g Code Aaep44D4D No 16. )0Cra.0 1 L >R>RDie 'fi21 D CLASS • 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 41 FOR MAX. FASTENER SPACING) _ _ 1 I/8' STA. 'EDLr DIMINNC EXTERIOR GRADE PERIMETER CAULKING •• • • • • • • • • • •• • u • •It•• 8•I•• • •, ••4E• • • • •� •1•• • • •• • EXT!RIOR • • • •• •• • •• •• • • • • • • • • • • • • • • • O EXTERIOR GRADE PERIMETCR CAULKING ALL WOOD RUCKS ENGINEERED SEPARATELY 4 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 4 a EMB 1/4' MIN. ^ a4 EDMENT n + • v e SILICONE ADHESIVE'. BEDDING COMPOUND LAMINATED GLASS zb INTERIOR • • •• •4 •4 " a4• . . • •a. •e A a e EXT. GRADE CAULK EXT. GRADE CAULK I' MIN_ 'DX CISTANC EXT. GRADE CAULK 1.14 S.M.S. W/ I (/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 41 FGR MAX. FASTENER SPACING) SILICONE ADHESIVE BEDDING COMPOUND INTERIOR EXTERIOR M14 S.M.S. W/ 1 1/4' H(N. EMBEDMENT INTO ',DOD. . <SEE ELEVATION AT SHEET FOR MAX. FASTENER SPACING) 1 1/4' MIN. EMBEDMENT EXT. GRADE CAULK - 1/4' MAX. (— SHIM 1 TYP [1 `1 BY OR 2 BY MOOD BUCK MIN^ OGE DISTANC —LAM MATED GLASS vi4147v TRAMS WIDTH 5 i #' 0 k Y m z ExTERIUR GRADE ---- PERIMETER CAULKING AT. WOOD BUCKS • 1/4' TAPCON M/ I (/4' fMIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 41 FOR MAX. FASTENER SPACING) 1 1/8' MIN. T. EDGE DISTANCE WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER DE FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED w/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/B", SHIMS ARE NOT REQUIRED. ANCHORS NOT ANCHORS TO BE 412 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) Product 1.6 Z> z' O 0 in co HUNG FLANGE FRAME SERIES-77 0 O 0 1 1 cc w ct W V) I? 1 F 6 0 • • • • 'SILICONE OPTIONS, OCV CORNING 899 SCHNEE-MOREHEAD 5731 TRENCLI SPECTRUM 2 0600 GLAZING DEPTH LAMINATED GLASS COMPOSITION - TYPE 2 mot GLASS DESCRIPTION 2 1/8. ANNEALED GLASS 0.093' PLASTIC INTERLATER 3 It13. ANNEALED GLASS LAMINATE DESCRIPTION sAELEx PV! by Eastman Cbenicol co, LAMINATED GLASS COMPOSITION - TYPE 3 ITEM CUSS DESCRIPTION I DETAIL IAMINATE DESCRIPTION I 1/8. ANNEALED GLASS SENTRYGLAS by Kura,by AmmIca, Inc. 2 0.090' PLASTIC INTERLAYER NO I 0> - -,....- 12.- GM' -I 3 1/8" ANNEALED GLASS ITEM • 3 • • • • a • • LAMISAJED CLASS COMPOSITION - TYPE 4 GLASS DisCRIONON of01 MAIL :/lIP ANNEAL % GLAt1"--• .. i.C90. PLASTIC INTERLAV •dif.C3 - ‘,EV 4...E.LIIIDIPIPIF • • • • • • • • LAMINATE DESCRIPTION RITACITE Avg by Kw -bray' Americo, Inc. 16 IAMINATEIS GLASS COMP071fI1YN - TYPE 5 .cue I WAIE SS DESCRBION • i fletuL MI IANATE DESCPJPTION ERITACTEIPVE by ,,,,, , p...„.. I, 1,13. HEAT-SIBENGHT.NEDIbLASS Lip-.0.111, . - - - - • 9 • 1 9.090. PLASTIC TNIERLIOE, 1 v)•7—_,... 7 t ,.1/(i• HLAT-STRWEITENEDI,LASS ' 4 ipi, • • • • • • • • • • 0 • • • • Vire* GLAZING DEPTH • • • • *ILICO4C, PTITINS, • DIllo COWING 899 - IBEHNEE-MOREHEAV SEE TRENCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE 6 ITEM GLASS DESCRIPTION VIE HEAT-SIRENGHTENCD GLASS 2 0.090' PLASTIC INTER( AYER 3 4/8 HEAT-STRENGHTENED GLASS 1/4" INSULATED AIR SPACE 5 1/13. ANNEALED GLASS LAMINATE DESCRIPTION BUTAEITE PVB by KureKby AnEr/CO. Inc INSULATED LAMINATED GLASS COMPOSITION TYPE 7 ITEM GLASS DESCRIPTION VB. ANNEALED GLASS 2 01:190. PLASTIC INTERLAYER 3 I/8' ANNEALED GLASS 4 II/4- INSULATED AIR SPACE 5 wir ANI•EALED GLASS LAMINATE DESCRIPTION SAELEX PVB by Eostrvan CherkAl co. GLAZING DETAILS AND OPTIONS 1114 S.M.S. V/ I 1/ 4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET ill FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES. INC WEATHERPROOE MOISTURE BARRIE BY OTHERS (Ins. A gi CI) igmla SMIg.SrAIE INTERIOR EXT. GRADE BACK BEDDING TO BC APPLIED BEHIND WINDOW FRAME II.ANt•E BY INSTALLER (TVA.) EXTERIOR EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES, Ta BE APP_IED gy 00182955 ;TYPE STUCCO OVER MELAL LATH NAILED TO EXTERIOR GRADE EL844030 SHEATHING TO BE SPECIFIED BY ARCHITECT LIR (EXTERIOR FINISH BY )THERS) NOT BY LawSON INIXISTRIES. INC. WOOD FRAME INSTALLATION DETAIL ALUM/NUM MULL ION SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSOR( umITATIONs. (ALUM. 0.078" kitN. (HiCK) NOTC- THE LOWER PRESSURES OF SINGLE HUNC: WINDOW OR MULL SHALL GOVERN INTERIOR 11 it 12 X 3/4. S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AND BP TABLES FUR QUANTITY AND FASTENER SPACING/ EXTER OR /( E2 pEEXRTERETE,, IORG%AuDLE imCAULKING FRAME MULLING DETAIL LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. \--- - SEE MULLION APPROvALS FOR mui.LiON TYPE, SIZE ANO MAX. DESIGN PRESSURE LIMITATIONS, INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE I/ 4MAX. HuNG WINDOW OR MULL SHALL GOVERN SHIM # 12 S.G.S. X 1 I/4 L. SEE ELEV. FOR SPACING PERIMETER SEALANT EXTERIOR WINDOW RAME NOTE:: ALL STEEL IN CONTACT WITH ALUM. TO OE PAINTED OR pLATED, 7. METAL STRLICTURES: A) STEEL : 36 KSI MIN, (STEEL 18 OA. MIN. THICK - 0.048.) B) ALUNDNUM : 6063-T5 MIN. (ALum. 0.078 THICK) METAL STRUCTURE ATTACHMENT DETAIL PRODUCT REVISED as oamply* with tha Florida Building Coet Acceptance Nt,l to •c' to • • g' < • 018 or 0 in r'Ll 6 6 0.- 0 *44*422 CO O. z tn z 05 89 67 a co 44 cc C) C..) a 0 0. 543. 1.10 EX. RIES-7700 SINGLE HUNG 0 co :11 E- CO P- 1.5 O 2281 ,5 I 04 co 1 co 18 Z1 b 1 A 2 5, 4 0. 114., ;`,.• 18 10V it W .1) • DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/3H VENTS !1 + / • Pressures (pst) WINDOW Jamb Glass Type Glass Type Glass Type WIDTH HEIGHT Anchors 4 5 6 19.125 50.625 60.0 80.0 80.0 26.5 50.625 60.0 80.0 80.0 37 50.625 6 60.0 80.0 80.0 42 50.625 60.0 80.0 80.0 48 50.625 60.0 80.0 80.0 53.125 50.625 60.0 80.0 80.0 19.125 59 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 6 60.0 80.0 80.0 42 59 80.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 60.0 60.0 80.0, 26.5 63 60.0 80.0 80.0 37 63 6 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 • 63 60.0 . 80.0 80.0 19.125 94.115 g0.0 80.0 80.0 ••1.6�5 T4,25.•• • 8 • •6l 0 80.0 80.0 �* 74.25 • • 66t.0 80.0 • . 80.0 42 ' 60L0 80.0 80.0 •i<T. i25 fB • 640 80.0 80.0 • 26.5 78• 1 •••&ON) 80.0 80.0 37 78• • .8 • • 1 0 80.0 80.0 r • 4! •1'8 • • a •59.0 79.0 79.0 • •7&SIGN LaAD LIAPACITI rAF) VIEW WINDOWS WI 411 VENTS •••• •••� 1NINDOW• ' •• # I *Jamb Anchors• .... • +/- Pressures (psi) VISA Type • • • •4• Glass Type 5 Glass Type 6 'IIDR� H HEIGYT ••941i5 •5.9 •• • r•:Jp� 80.0 80.0 26.5 459• 6410 80.0 80.0 ' 37 '59 • I• 6 • i • 600 80.0 80.0 ••+2 5s•• • 60 I 80.0 80.0 48 58 • • 60.0 80.0 80.0 53.125 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 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 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 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS UN -EQUAL LITE DESIGN LOAD CAPACITY (PSF) - EQUAL LITE WINDOWS WINDOW Jamb Glass Type Glass Type Glass Type Glass Type Glass Type Glass Type WIDTH HEIGHT Anchors 2 3 4 6 6 7 e 0 19.125 26 80.0 80,0 60.0 80,0 80.0 80.0 'e e �� Z6.5 26 80.0 80.0 60.0 80.0 80.0 80.0 n 37 26 80.0 80.0 60.0 80.0 80.0 80.0 N ao e 42 26 80.0 80.0 60.0 80.0 80.0 80.0 o cr .-. 48 26 80.0 80.0 • t . 80.0 80.0 80.0 O1 of 0 53.125 26 80.0 80.0' 60.0 80.0 80.0 80.0 3 I. Z w o 19.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 26.5 80.0 80.0 60.0 80.0 80.0 80.0 ,0 o = 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 48 - 80.0 80.0 60.0 80.0 80.0 80.0 53.125 80.0 80.0 60,0 80.0 80.0 80.0 19.125 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 37 42 26.5 38.375 38.375 38.375 38.375 38,375 50.625 50.625 37 50.625 42 50.625 48 • 50.625 53.125 50.625 19.125 26.5 42 48 53.125 19.125 26.5 48 53.125 19.125 48 53.125 19.125 26.5 I 37 42 48 59 59 59 59 59 59 63 74.25 74.25 74.25 74.25 74.25 74.25 78 78 78 78 78 4 6 8 8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80. o 74.0 80.0 80.0 80.0 80.0 • 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.0 71.0 'PROVED CONFIGURATION$ - EQUAL LITE 60.0 60.0 60.0 60.0 60,0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 PRODucr REVISED as complying with the Florida 13vilding Code Attwmece No 16- Evpimtioa Ocor 8y Miami 1 cif d Ja w . H 0 1 81 80.0 80.0 80.0 80.0 Bo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 o" FRAME HEAD L-7701 O L .500 [C6 2 2651 ( 6005-T5 ALUMINUM ) U�I FRAME SILL. L-7702 L- I n , ( 6063-T5 ALUMINUM ) • • • .062 • •• • • • • 1441 •• • • • • • • •• • • •• • *ARP INTERLOO T(4tL• L--77 5 • • • •• (608aT9 AGIM:NU • • • •• • • • • • *!• VENT SPRING LATCH L-7539 2.431 •• FIXED MEETING RAIL L-7704 ( 6063-96 T NUM ) FRAME JAMB L-7703 ( 6005..T5 ALUMINUM ) 1.25a •• 2643 • •• • GLAZING BEAD L-7708 ( 6065-T5 ALUMINUM ) 050 .391 .500 • . •• • VENT JAMB RAIL L--7707 -/ 1 ( 6063-90 ALUMINUM ) GLAZING BEAD L--7711 Cr) ( 6063d6 ALUMINUM ) 50 GLAZING BEAD L-4204 6065 35 ALUMINUM BOP 466 YE/0- Auk) Rail FRAME TOP CORNER JRAME 4EAO FRAME BOTTOM CORNER VENT TOP CORNER V=NT TOP NAIL VENT BOTTOM Win VENT BOTTOM CORNER FRAME & SASH CORNER DETAILS BILL OF MATERIALS ITEM p PART # REQD. DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063-76 ALUMINUM 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING CTOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 L-7708 AS REQD. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 9 FS-006 AS REQD. FRAME ASSEMBLY SCREWS 88 X 3/4' P.H. PHILLIPS 10 FS-040 AS REDD. INSTALLATION SCREWS 814 X 1 1/4' F.H./PHIL. 11 L-7531 AS REQD. BULB VINYL WTS'P 1/4' DIA. BULB N3033 12 PLUS-003 AS REDD. FIN SEAL WEATHERSTRIP .187'x.230' 13 PLUS •005 AS REQD. FIN SEAL WEATHERSTRIP .187'x.350' 14 PLUS-009 AS REQD. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC-024-I 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQD. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQD. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEI- 23 M AS REQ'D. GLAZING SILICONE SEE GLAZING 2 SHT. 3 24 . 2 Laminated Glass SCE GLAZING DETAILS 25 HC-057-I 2 VENT LIFT LATCH MOLDED NYLON 26 NC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 . 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 1 SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 . 31 SM-5504 AS RED 0. JOINT SEALANT SM-5504 32 • . AS REQD. PERIMETER ACRYLIC CAULK DSI POLYSEAMSEAL PRODUCT REVISF.'S) 04 complying with this Florida Building Code Amcpgoor No Ito - 00 . , b Cxpiniti n Dote o) 0 0 3 j 1 wi 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4200/ 6200 Flange —Frame" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange —Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County 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 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 trrolided.to the user by the manufacturer or its distributors and shall be available for inspgctiollot ireljot ttatthe jequest of the Building Official. This NOA revises NOA No. 12-4307.04 atldQstsit of tliis ate. L and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon P. MIAMI•DADE COUNTY APPROVED • • • • .. • • • • • • ... . • • • • • • • . .. • • • • • ••• • • • • • •• • • • ••• • ... • • • • • • • .. .. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 Page 1 ••• • • ••• . • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L42004200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an arch- and a rectangular fm-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11 3363, both dated 03/05/12, signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 12-0307.06) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a rectangular-, a circular arch- and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing,- Inc., Test Reports No.'s HETI-09--2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09 2586, dated 07/10/09, HETI-09 2584, dated 07/10/09, HETI 09--2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No.12-0307.06) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 12-0307.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NO:4 NYe. 0t7-12:7.1.I) • . . • .• ..• .. . • . .. • ••. ••• ••• • • Jaime D.Gascon,T'.E. • • • . • • • • • • • • • Product Control Section Supervisor • • . • • • • . • • • • • •• • •• • •• • • • NOA No. 14-0908.18 .•. • ••. • Expiration Date: August 22, 2017 Approval Date: December 11, 2014 • • • •F: .1• ••• • • • •• . • . ••• • • • • • • • • • • ••• •. • • • •• •• • • • • ••• •• Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 a rectangular—, a circular arch— and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—Seda, P. E. (Submitted under previous NOA No. 03-0327.11) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a circular arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI—01-1193, dated 04/08/02, both signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) 7. 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 a rectangular—, a circular arch— and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). ....... . .. .. • • . • • .• • . .. ... .. . . . .. . . • • .. • ... ... • . • • . . • . . . • . • . . • . • • . . •• "' Expiration Date: August 22, 2017 Approval Date: December 11, 2014 ... • E .2. ... • • • . . . . . • . • ... • • • .. • . .. • ... • . . ... • Jaime D. Gascon, P. • • • Product Control Section Supervisor . . NOA No. 14-0908.18 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC San 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 for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12--0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09 2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09 2580, dated 07/10/09, HETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09 2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candid() F. Font, P. E. (Submitted under previous NOA No. 12-0307.06) 6. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flung:04.81ne" Aluminum Fixed Window - L.M.I.", approved on 05/24/12 and expiring of . ..08/22717r ...... .. • •••••••• • ••• • • • •• • • • • •• • ••• •.• •.• • • Jaime D Gas on, P. E. • • • • • • • ; ; .Product Control Section Supervisor • • •• NOA No. 14-0908.18 •• ••• • • • • • ▪ • • • • • • •• • • • • Expiration Date: August 22,2017 Approval Date: December 11, 2014 • • �s3• • • • • • • • • • • • • ••• • • • • • • • • • •. • • •• • • • •• •• • • ••• • • SERIES-4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.IMPACT) WINDOW }EIGHT _.__.......---_.._._ VINUOV HEIGHT r \ WINDOW HEIGHTL I ILEG 1- _ IWINDOW ViDTH OLIARTER-ROUND ELEI_/ATON WINDOW WIDTH WINDOW WIDTH HAIE-ROUND TYPICAL ELEVATION ARCHED PICTURE WINDOW VINIIOV HEIGHT L_ WINDOW HEIGHT 1-- I-- -1 WINDOW HEIGH L WINDOW WIDTH IypO VTn7N I WINDOW WIDTH VON -i--•b• TYP& Et FEAKti • RFCTAH✓Et1lAR • TYPICAL ELEVARDN ff VISIARF PICTURE winnow ELEVATION I • • •Hf • • • • • • • • • •• • • • • •tlaee.,..GHT • • • •r • •• • • • • • • • • VIN�V HEIGHT r L "--° LE HT. • MINDEN HEI•HT • • • •• — — • I ', ••••• • • • • Q 61 •R•IIND • • • • •Vlygpp V • �WTDiH • • TYPICAL FI NATION • • • • • • • • • • JJ • • • • 1 • WINDOW WIDTH J SQUARE WHIM/ world PICRIRF WINDOW FI EVATION • • kjjtipULAR • •• TYPICAL_ELEVATION • • • VIN HEIGHT • - 1 _! NT. WINDOW NEI WINDOW WEIGHT r L • • • • ILEG VINIIOV WIDTH I L WWIDTH INDOW I WINDOW WIDTH LEGGED ull EYE BROW ELEVATION ,f OV y. EI FVATION QUARTER -ROUND ELEVATION ALLOWABLE LOADS FL4 ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE GLE, AS SHOW IN DOTTED LINES AND AND NOBTAINNG ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. F WINDOW HEIGHT i 401 Ad WINDOW NEIFiH rAlliali.. WINDOW vID - WINDOW WIDTH _ OCTAGON TYPICAL SON - •E E PTI .A •• FVAT�N 74.000' WINDOW WIDTH 70.812' D.L. ❑PG. 2• MA TYP. WINDOW LENGTH 59.812• D.L. DPG. ir 1 r r r:T' / %j il 0 " iI ===dk 8II i 11 II TYPICAL. ELEVATION TESTED UNIT NOTE: MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J, K AND L. — SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. 1MAX. TYP. AT CORNERS 12' MAX. TYP. PRODUCT REVISED os complying wTlh the Molds Acceptance NoBonding Code io1TD 8.0 i By ` A'LE COLd• PI•ducl CDlillo EXT. & INT. FALSE CD ONIAL HUNT1NS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOWS ARE L.M. IMPACT MIAMI—DADE COUNTY APPROVED SHUTTERS NOT REQUIRED General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). 8.) WINDOWS WITH GLASS TYPES 'B, C, F, 0R G.. INSTALLED ABOVE 301t. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED PRODUCTS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET / 6 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FIARIDA BLDG..CODE. EE co O n N 0 co m 0 1 1 1 11 • 1' 1 1 1 1114 S.M.S. V/ 1 1/4 MIN. EMBEDMENT INTO VmD. (SEE ELEVATION AT SHEET D1 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAVSON INDUSTRIES, INC WEATHERPROOF MOISTURE BARRIE BY OTHERS (TYP. '.4-1/4. :P"AL INTERIOR SHIN 1 1/4' MIN. -EMBEDMENT E �1AMII EXT EVE s)EETmTO PLYVD SHENAILTHI • • 7( PECIITEW WY ARCHITECT /G OR GL! • (EXTERI6I FINISH BY OTHERS) • • • • • NOT BY LAVSON INDUSTRIES, INC.• • EXT. GRADE BACK BEDDING TD DE APPLIED BEHIND WIDEV E FLANGE HY INSTALLER (TYP) •• • • • EXTERIOR EXT. GRADE PERIMETER CAULKING NOT BY LAVSON INDUSTRIES', TO DE APPLIED BY OTHERS (TYPJ WOOD• FRAME INS4'AILATIAN DETAIL •• • • • • • .•• •• •• • • •• • • • • • • • • • • • • • •• • • • • • • • •• •• • • • • • • • • •• • • • • ' •••• • • • • • • • • WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP,) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE' ANCHORS TO BE 1112 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 11/4' PENETRATION INTO WOOD OR CONC. AT 12' D.C. MAX. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) EXT. GRADE CAULK EXT. GRADE CAULK 1' MIN_ DGE DISTANC 014 S.N.S. V/ 1 1/4' MIN. EMBEDMENT INTO VI100. (SEE ELEVATION AT SHEET DI FOR MAX. FASTENER SPACING) SILICONE ADHESIVE BEDDING COMPOUND —LAMINATED GLASS '; ;)A 1�F 1 1/4' MIN. BED* EXT. GRADE CAULK 1114 S.KS, V/ 1 1/4' MIN. EMBEDMENT INTO VOOD. (SEE ELEVATION AT SHEET DI FOR MAX. FASTENER SPACING) 1/4' MIN. EMBEDMENT 1 BY OR 2 BY V00D BUCK 1/4' MAX. SHIM TYP EXTERIOR EXTERIOR GRADE PERIMETER CAULKING WINDOW FRAME WIDTH 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 1 I/O' MIN. D PT. VOOD BUCKS • 1/4' TAPCON V/ 1 1/4' M1K EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET DI FOR MAX, FASTENER SPACING) 1 1/4' MIN. EMBEDMENT 1 1/8' MIN. ". EDGE DISTANCE • P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS • , 1 1%4' MIN :•• Aa . .(EMBEDMENT • __cIPIWI 111 EXTERIOR GRADE 1111 15, PERIMETER CAULKING SILICONE ADHESIVEBEDDING COMPOUND EXTERIOR INTERIOR EXTERIOR GRADE PERIMETER CAULKING LAMINATED GLASS 4 ...PRODUCT REVISED 1 1/4' N1Nos01 B,lyiierHIM( the nodWH EMBEDMENTe<ld3D Lock 2 ' 4AOSepIM(oWO�� .,Iiaml�)adD Ihoduct combo Cip GLASS DOORS *1 N TB7 z U1 0) 0 z 0 i 1 4, N 1-4 0 O m 13 3 4 w 18 0 IS SL 14 1 G3 D: 1 4 1 WS ® 1 d MED LEY, NFLORIDA 33166 (YNrit7s'rRTES. X C_) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS SERIES-4200-6200 FLANGE FRAME IMPACT FIXED WINDOW LAMINATED GLASS TYPES AND GLAZING DETAILS n.we r4h ".."w. im."" n..""" 1.4200-6200-1201 ""' s or 5 LAMINATED INSULATED GLASS COMPOSITION TYPE B 5/18" ITEM LAMINATED GLASS COMPOSITION GLASS DESCRIPTION - TYPE A DETAIL SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 ITEMDESCRIPTION DETAIL I 1/8' ANN. GLASS 1 1/8' ANNEALED GLASS TREMCO SPECTRUM 2 ` !4 14 -1 2 0.090' SAFLEX PVB-SOLUTIA ■ 1/(• 0 2 0,090' BUTACITE PVB-DUPONT _ _ _ 3 1/8' ANNEALED GLASS /g• c. ._._:_:.-._._ 1 I 0.340 3 I/O' ANNEALED GLASS am vs, 3�T444 =-_ _:_� 4 1/4' INSULATED AIR SPACE { "-, wa Iv.. �£t'=-::=:=-_ -_ I 5 (M) 1/8' ANNEALED OR TEMPERED GLASS T 5/16" LAMINATED GLASS COMPOSITION — TYPE D 0 ' 1, 1,, LAMINATED ]YETI GLASS DESCRIPTION DETAIL III MONOLITHIC LAMINATED. INSULATED GLASS COMPOSITION TYPE C 1 1/8' HEAT-STRENGHTENED GLASS •/D— ---= =- _0.090'DUPONT 1II. -our J CIRCULAR WDWS. 2 0.090' SAFLEX PVB-SOLUTIA 1/4' n 3 I/O' ANNEALED GLASS ��' 13/32" LAMINATED GLASS COMPOSITION - TYPE E LAMINATED © LAMINATED 0 — 4 1/4' INSULATED AIR SPACE 1w - _ -----�a"0• ITEM CLASS DESCRIPTION DETAIL MONOLITHIC MONOLITHIC �A• ':�nnnn, 5 (4) 3/16' ANNEALED DR TEMPERED GLASS —j-- I 4AA� A� A 1 3/16' HEAT-STRENGHTENED GLASS •1/•' `=`= " "- ' LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 0.090' SAFLEX PVB-SOLUTIA 3/16T_tL.S::._ ]CG _ ...... 1231511355374R� 1178M DESCRIPTION DETAIL 3 1/8' HEAT-STRENGHTENED GLASS D —- 0. 1 1/8' HEAT-STRENGHTENED GLASS _ _ _ _ _ 1 1--1-1 2 0,090' BUTACITE PVB-DUPONT , 7�16° LAMINATED GLASS COMPOSITION — TYPE H °'600� oLAZIN-) 3 1/8' HEAT-STRENGHTENED GLASS �nnr ' '+'+ ITEM GLASS DESCRIPTION L DETAIL GLAZING DEPTH GLAZING DEPTH 4 1/4' INSULArLD AIR SPACE �ur =_ ____.1/4. '_ - �� 1 3/16' ANNEALED GLASS 3/16 _'_-_-_ _.:_� 5 (4) 1/� ANNEALFD DR 4ifGMYERED GLASS • •� I °�60 Z 2 0.090' SAFLEX PVB-SOLUT(A LAMINATED 3 3/16' ANNEALED GLASS -1 ^{ -'--�- MONOLITHIC 'SILICONE OPTIONS'i • LAMINATED INpyW GLASS I OMPD31TI0N TYPE G • ltdl! • • • DESCRIPTION • • - DETAIL • 7/16' ' LAMINATED GLASS COMPOSITION - TYPE 1 DOW CORNING 899 SCHNEE-MDREHEAD 5731 1• 1/8' HEAT-STRENGHTENED GLASS • • • • • Itageiglaar41 ITEM GLASS DESCRIPTION - DE'PAIL - - `-` - -- -"- TREMCO SPECTRUM 2 4 �••0.0;0' BUTACITV;VB-DjiP0E]T • • ■ ® 1/4.a� I 3/16• ANNEALED GLASS 3/16' --------_� 3 I/O' HEAT-SRWENGH•ENBD GLASS • lh' Gi'=' = •4• •1'4• INSULATEIIa AIR MCC •~ ' �61-_=7__ wr t 2 0,090' BUTACITE PVB-DUPONT n°9°' 3/16'_:=__::==-=:_1 0LAZING GLAZING DEPTH 4 4 9,3Y 4171L' ANNEALED ER TEMPERED GLASS • • • 3 3/16' ANNEALED GLASS , 'e • - R Zp 7. Q0 1 yyy� 4 a Ix :�T dDOTED INSULA'I'Tsfl GLASS C 'INSITION TYPE L 7/16" LAMINATED GLASS COMPOSITION - TYPE 7 LAMINATED/MONOLITHIC GLASS 'ITEM • DEBCRIP'AON • • • • • DETAIL • REM GLASS DESCRIPTION 3 DETAIL TYPICAL GLAZING DETAIL 4 •1• •3.1•' HEAT-S•IiNGOTCNED GLASS• • • • ------'_- _� 1 3/16• HEAT-STRENGHTENED GLASS 3/16' _ .------;--1- - ~2 • 0A90' BUTAC�E IIIVB•Di1PONT • • ® 't/4 2 0.090' SDP-DUPONT 3A6•--: _=_? 0.(6a' _ i Y1 R z dd z •3 3/16• HEAT-STRENGHTENED GLASS• • v _-_= __- Vm, �IT 3 3/16' HEAT-STRENGHTENED GLASS Oy ®' ._ _, c:v • 4• •17.I+ • • • INSULAT=1 AIft SPACE • C . _._ _::c c _'_ I 5 3/16' TEMPERED! SLATS T 7/16" LAMINATED GLASS COMPOSITION - TYPE K Notes• I.) SEE REM GLASS DESCRIPTION i DETAIL SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. i1( 2.) WINDOWS WITH GLASS TYPES "B, C, F, OR G' INSTALLED ' ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). 0 1 3/16' HEAT-STRENGHTENED GLASS 346• _°� 2 0.090' BUTACITE PVB-DUPONT A __, _:, :_ __ __1 3 3/16' HEAT-STRENGHTENED GLASS r� %14. t • •: ..�\ . uu+pri klazt€'0 •"LL d ~ g T�I. p: CFa1 '•' 6 CO PRODUCT REVISED ���111/i� .r. av comply with this Florida - A o Bunpmes l0no 2 2 ' J/I .8• .3.4iy iiiaWaile Product Control WEEIgg' i 'SILICONE OPTIONS' MIEEEMESIMEEME DOW CORNING 899 .t3;1 SCHNEE-MDREHEAD 5731 TREMCD SPECTRUM 2 � 33�':� • ...........complying LAMINATED INSULATED LAMINATEDJINSULATED -0600• GLAZING DEPTH LAMINATED INSULATED GLAZING GLASS TYPICAL GLAZING DEPTH DETAIL 4200-8200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH On.I 24' 30" 36' LENGTH (In.) 47' 38" 48' 54" 60' 24" 30' 36' 4248" 48' 54" 60' 24" 30" 38' 42' 60" 48 54"_ 60' 24" 30' 36' 42 48' • 54" • • sere •• i 24" •'.• 74" •48' • •66"• • • 80 •w.. *1 A +/- DP 68 88 88 68 88 68 68 88 88 88 68 68 x 68 68 68 B C +/- DP +/- DP D +/- DP 66 88 68 68 68 68 88 68 88 88 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 88 68 x x 68 x x 88 68 68 88 68 68 68 68 68 68 x x 68 E +/- DP 66 65 65 65 65 85 85 65 66 65 65 65 65 65 85 65 66 66 GLASS TYPES F +/- DP 68 68 68 88 68 68 68 88 68 68. s6 68 68 68 68 66 68 68 G H +/- DP +/- DP 68 •88 68 68 68 68 66 68 68 68 68 68 68 68 68 68 88 68 68 88 68 64.7 68 56.8 68 56.6 68 68 68 e6 68 68 68 68 64.7 +/- OP 68 68 68 68 68 68 68 60 68 68 58.3 51 51 x 68 68 68 583 J +/- OP 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 K L •/-DP N-DP 66 68 65 68 86 88 65 68 85 88 65 68 65 66 65 68 65 68 65 88 65 68 65 68 65 68 65 68 65 s8 85 68 65 68 65 68 x x x 68 68 x •x• •x • •x x • •x •84„ • 42' • • •48* • • • 24" • • •,•• • 96" ,••3Q'•• •108' 36' 24" 30' 120' 36' 6� x• x 68 • x x 68 x x x x x x 68 68 68 68 88 68 x x 88 ••• x• •x• x x• •x 68 88 • 68, 68 • x x • • 68 • x X•4 ••c•• x x x # x •• x•• • '68 68". 8• • - ss If- a x • • N• • x• x • •• x ••K• x x x 86 680••eie•• •x • x x• • •x x• • x x • 66 65 e5 65 65 65 65 65 65 65 85 65 65 e5 66 65 65 88 x x 68 88 68 68 x x x 68 68 68 x x x x 88 x x x x x 68 68 68 66 68 65.5 x x x x x 68 60 68 88 68 84.9 x x x x x x x x x x x 88 68 88 x x x x 68 68 x x 78 78 78 78 78 78 78 70 74.7 72 78 78 78 78 756 71.5 68 7 65 68 65 68 65 68 85 68 65 68 65 68 65 68 85 68 65 68 85 68 65 68 65 66 65 68 65 60 65 86 85 68 65 68 85 65 65 65 65 65 68 68 68 x x 68 68 e8 68 68 x x 68 66 68 68 x x x 68 78 78 78 78 73.5 78 65 68 65 68 65 68 85 68 65 68 65 68 x x• •68 • ••x x • x • » x x • • x x 68 x x x 65 65 65 65 85 85 85 85 65 68 x x 68 x x 68 x x 88 x x x x 68 68 x x x x 68 x x x x x x x x. 68 x x x x x 78 78 76.8 78 78 74.7 78 78 74.1 65 68 65 68 65 65 85 65 65 68 68 68 68 68 85 68 65 66 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH LENGTH (In.) 19-1/8' 26-1/ ' 37' 48' 53-1/0" - 19-1/B' 26-12" 37' 48' 53-146" 19-1/8' 26-1 /2" 37" 4B' 53.1/6' (In.) 26" 38-318' 505/8' A +/- DP 88 68 88 B H-DP 68 88 88 C +/- DP 68 68 68 D +/- DP 68 68 68 E 41- DP 88 68 68 80 88 68 68 68 88 68 x 68 68 68 68 68 68 68 68 68 68 x x 88 88 68 68 68 68 68 68 68 68 x x 88 88 68 68 68 68 88 68 68 68 88 68 65 65 65 65 65 65 es 65 65 65 65 65 65 65 66 GLASS TYPES F +/- DP 68 68 66 68 68 68 68 68 68 68 85 68 68 68 68 G +/- OP 68 88 68 H +/- DP +/- DP J +/- DP K +/- DP L +/- DP 68 ea 60 68 68 78 78 78 85 85 85 68 68 68 68 88 68 68 88 68 68 68 68 68 68 68 66 68 68 ea 65.2 63.8 63.8 68 68 66.2 69 88 ss 68 062 63.8 63,8 ea 68 66.2 51 78 78 78 78 78 78 78 78 78 78 78 78 65 65 65 65 65 65 65 65 65 85 65 65 69 68 ea 68 68 69 ea 68 68 68 68 68 ar 48 19-1/8' 26-1/2 ar 37" 48" 68 74-1/4" 88 68 68 68 se ea 68 68 68 68 68 BB 85 es 65 68 68 88 68 68 68 68 69 68 68 66.2 78 78 78 65 65 65 69 ee 68 68 68 69 88 68 68 68 68 68 68 es 65 65 65 65 65 se 68 88 68 ea ea 68 68 68 68 69 ea 6,9 68 66 2 78 78 78 76 78 78 65 65 65 66 65 65 ea 68 68 68 69 68 68 68 69 88 68 68 68 65 65 65 68 ea ee 68 68 69 68 68 78 78 78 66 65 65 66 ea 68 68 68 68 68 68 es 68 68 68 68 68 68 65 65 65 65 65 69 se 68 68 68 68 68 68 es 68 68 85 68 ea ea 68 68 78 72 78 78 78 75.2 71.6 65 65 85 85 65 05 65 85 se ea 68 68 68 68 17, TO 01 ci) ui 1,4 cr 07 CM O En 0.1 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. )1( 2.) WINDOWS WITH GLASS TYPES "It C, F, OR G " INSTALLED ABOVE 30 vr. IN THE ME. THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (PBC-2014, Section 2411.3.3.7). WIDT- H AND LENGII DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. PRODUCT REVISED ButItling Code Acceptance N. Date preAuct Control • • • • • • • • • HILL OF MATERIALS ITEM PART ip QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - 9 VWS-004 AS REQD. GLAZING GASKET SOFT PVC - 10 * AS REQD. GLAZING SILICONE • - 11 PL 75.6020 AS REQD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 812-25H-357 AS REQD. "TruSeal" Duro Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE WINDOW FRAME EXTRUSION DETAILS w• •• 310 • �4- .781 •• •• •64/ 1.281 • • • •• • 40.2• TYP • • 281• • oa0 • .850 is_ _ A, .391 •• •• • • • 12. • GLAZING • • • • (5/16" .773 STOP GLASS) •.808 • ••4•• w •• • •••••nP. 401 • •} • • • • •• •FLAME HEADdiOLL/4MB • • 1.5A9•-• • • • •re/SO • • • • ••••7---- • •040 • 850 .250 • .040 850 1 • • • • • • .272 T?P I—{ • • • •TYP. .773 M • • 4 GLAZING STOP (7/16" GLASS) 1 050 1 • TYP, 1•3 •• cuzlAC44 (3/8" & 13/32" II�• i • i• GLASS) 310 .050 .9 2 050 .0 2 TYP. OSD .850 .115 J TYP.L.684 INSULATED GLAZING W/ 5/16" LAMINATED STOP GLASS 6 INSULATED W/ 7/16" LAMINATED .800 GLAZING STOP GLASS 'TIN. - 11— .808 1 8 .466-F.-•i GLAZING STOP CIRCULAR WDW.) •I SEE MULUON APPROVALS FOR MULUON TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION (ALUM. 0.078' MIN. THICK) NOTE: THE LOWER PRESSURES OF 1HE WINDOW OR MULL SHALL GOVERN EXTERIOR EXTERIOR GRADE PERIMETER CAULKING FRAME HEAD Ih' k 3-I/O' x .W4 MAN SII W /la [ I/i' S6 NI m *6 MUM AMER ASI00 rwcl1 Waft TOournoc or 000010 0 CIRCULAR WINDOWS OR MITER CORNERS FRAME RADIUS JOINT FRAME AANR RECT. OR SQUARE WINDOWS TYPICAL CORNER CONEELK llal 0 FRAME END CORNER FRAME CORNER & JOINT DETAII SEALANT. FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE N 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. AT 12' QC. MAX, FRAME MULLING DETAIL PERIMETER SEALANT 6 Mlianti 1% do Pro, ucl Control SEE MULLION APPROVALS FOR MULLION TYPE. 512E AND MAX. DESKIN PRESSURE LIMITATIONS, INTERIOR NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN I'RODUCTRBVISED av complying wil . Ibo Florida BUcceplw Cedu AcRNo - ar OS. ,jds Exply;; k Lae ),1I'I'J O17. 1/4' MAX. SHIM j 12 S.O.S. X 1 I/4' L AT 12' QC. MAX. WINDOW FRAME EXTERIOR NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : fy a 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048") 8) ALUMINUM 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL • D0 a 00 D M M oo, In zr• 0ia ci) GLASS DOORS C 0 0 CO 1 N 0 10 ro 3 1 1 1 1 A 0 Ft iIR i • C ko 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 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 shalt not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: 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., bearing the Miami —Dade County 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 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 bispectiop the je12 s te;it tke request of the Building Official. This NOA revises NOA No. 12-1204V and Cot;Si5ts of tl4$ pagg 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentidned 3fb&sd. •. • : : ... The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI-DADE COUNTY APPROVED • ... ... ••• • • • • . . .• . .• . ... • • • ... .. . . • • • . • • . . • . • .. • ... • • . . . • • .. • • • • . ... .. • • . • • ... • • • • • • . ... • MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 2590 F (786) 315-2599 www.m in m id a de.aovtecono my NOA No.14-0908.02 Expiration Date: February 13, 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. 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 Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11 3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports 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) Uniform 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. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared.y Hurricane En ineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dated Q7i15t t apc4lEiETAA-3292, dated 10/20/11, both signed and sealed by Rafael E. Druz'-Sacla,B:E'.' : :..• (Submitted under previous NOA No. 12-1204.12) • ... ... ... . . • . • • .• . . • • . • • ▪ .. ▪ . . • ▪ . ▪ . . . ... • • • ... . ... . .1... . . Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 • • • ... • • • • • .. .. • • • .. .. 000 • • • 000 • • 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 Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, 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, 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 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 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; 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 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.GasconlP.E. • . . . . . • •• • • • • • Product Control Section Supervisor . • . . .• . . . • • •• •• • •• • • • NOA No. 14-0908.02 .•• • . .• .••• . Expiration Date: February 13, 2018 Approval Date: May 07, 2015 •.• • • • . ... 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 - Saflex 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 06/19/14, expiring on 04/14/18. 5. 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. 6. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. 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. 121204.12) 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, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, 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 07/10/12, 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 E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) . .. ••• • • • . . .. • . . • . . •• ... .. • • • •• • • ••• . . . .... • .• . . . . • • • . . .• • • • •• . • • • • ... • . •.• ... . • ..... • • •. . 1. . • . • •• . • • • • ..• .. . • . .... ... • • • . Jaime D. Gascon,ll. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329, HETI-11 3330, HETI-12-4040, HETI-12-4041, HETI-12--4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E. 6. (Submitted under previous NOA No. 121204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 11-0518.03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (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 under 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. •• ••• • • • • • •• • • • • wip • • • •• •+'• •• • • • •• • • • • ••• ••• • •. • • • • • • . • • • • • • •••• •• • • •• • • • • • • • • •• • • • • ••• • • • ••• • ••• • $ • . - ••• • • . • • • •. • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 MULTI —SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SEE 8 SEE BELOW SEE BELOW NOTE /5. [NOTE /t _ NOTE 15 f 1 r ! 1 F l x i• 0 Y. i -0 d- a a• 4- Lf --0 •0 s; 4• •4, 0 1 0 05 1 LI ow rc X-LP or RP-X 1 D 2T - RP MGM POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW / NOTE #5. O .a r•r IJ 1 t r XX-LP 20/2T - XX or or RP-XX or LP-XX-RP 2D/2T o Y O t O t� 1 Q 1- K o- Y-0 4 4. 4. O. °4a• • '0 •4 • 'et 2D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 2D/2T - LP/RP I SEE BELOW o }� NOTE .5. u o re t 1 Uf re; • • • • 3D/3T - XXX or • • • LP-XXX or RP-XX4i • NOTES • • • • • 1) REFER TO SHEETS 8 OF 14 • FOR GLAZING OPTIONS AND DP CHARTS. • • r. y, • •• 2) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. • • • • • • • • • • J) REFERFOR TOANC HORS *140 NOTES. -- •• • • •• •• 4) PANEL STACK CONFIGURATIONS ARE • • • • • __ , REVERSIBLE. • • • • • • 5) • 3D,63T• `LP f7� • NOTESO POCKET WALLS SEE GENERAL #15 & 16. • RIGHT P8CRET SHOWN • • • • • • • = (LEFT POCKET OPPOSITE) SEE BELOW NOTE; 15. r� io I -/7 « 1 1 0 % / �j�,, % x r 4• C. .� ..00 4D/3T - XXXX or 4D/2T LP-XXXX or RP-XXXX or LP-XXXX-RP 4D/2T 4D/2T - LP/RP 4D/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) 4D/2T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) • • • " • ••% 2D/2T - XO 20/2T - OX 2 DOOR NOTES; 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND DP 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. 0 -0 4• 3D/2T - OXO a -0 3 & 4 DOOR 4D/2 OXXO MIES; 1) REFER TO SHEETS 5 OF 14 FOR . GLAZING OPTIONS AND DP 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. 8. 3 1 41 F 1 SERIES: SGD-9200 IMPACT SLIDING GLASS DOOR General Notes: I.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE 5th EDITION (2014) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT 13 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEETS 2, 5, & 8 of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE 1N ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS # 2, 5, & 8). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 8, 7, 9, 10, & 11 OF 14. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC 6th EDITION (2014) CHAPTER 24, 10.) APPROVAL APPLIES TO TW0 TRACK AND THREE TRACK DOORS WITH FOXED PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE 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 SEE SHEETS # 3, 4, 6, 7, 9, 10, & 11 OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 16.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (80R). LAMINATED GLASS LARGE MISSILE IMPACT cr) A OF Ilt A i 1 3 0 0.7 0 i 6 1 1 DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PRODUCT REVISED to complying with the Florida Building Cock AmelgNUO No • • • • • • • DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL WIDTH FT./iN. DOOR SIZES HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' EXT. (+) INT. (-) 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/TEEL) 0 (NO 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 (wrrH 8/STEEL) 0 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 8/0 (MATH STEEL) 8/0 56.7 65.0 56.7 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL WIDTH FT./IN. DOOR SIZES HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) (NO 55TEEL) /0 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 (WITH 8/STEEL) 0 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/0 (WITTEEL) :IN ••• 65.0 • 65.0 •• 65.0 65.0 X X X X f • OS 400 ••• v •• ••t" • • • ••• • XO • •• •aX• 4PPROVEC CONFIGIMITT(SIIS R7R•I ANEL STAR 4 W URATIONS eL situ • • • BULB VINYL-0 • • • • • • • /16" HEW WNW) GLASS • • DO9PonT'SlrlTr oss by: d E.I. DuPont DeNemours & Co., Inc. 3/18" HEAT STREN' GLASS Z SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'A' NOTES' 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER 70 SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. MAX. D.L.O.: 6/0 X 6/8 = 32-3/4" X 74-3/4" 8/0 X 6/8 = 44-3/4" X 74-3/4" 8/0 X 8/0 = 44-3/4" X 90-3/4" 1.) BULB VINYL-0 -3/16" HEAT STREN'O GLASS 090 PVB INTERLAYER DuPont °uloclte by: E.I. DuPont D.Nemours &Co., Inc. 3/18" HEAT STREN'O GLASS SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 �a 2 4[pREMCO SPECTRUM ° Ci 0 0 98 3/8" MAX. DOOR WIDTH SPACING LILIITATION. Anchors not to exceed 10 1/2' 0.C. of Doors smaller than 60" in width. a rn 1 13 1/4" MAX. TYP. HEAD/SILL CLUSTER OF 4 ANCHORS AT STILE ENDS 0 t 7/16" LAM. GLASS /2.. // LAMINATED GLASS LARGE MISSILE IMPACT 50" MAX. STEEL REINFORCING AS REDD. SEE CHART AT LEFT O 64 r I 44 3/4" MAX. D.L. OPG. 50" MAX. 6" MAX. TYP. HEAD/SILL CORNERS [DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. BULB VINYL-0 3/16' HEAT STREN'D CLASS 090 SAFLEX HP Gear or Color Goss Interlayer Li by: Solutio. Inc. 3/16' HEAT STREN'D GLASS SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'B' • GLASS TYPE 'C' GLAZING DETAILS BULB VINYL-0 3/16" HEAT STREN'D GLASS 090 PVB SAFLEX Clear or Color Gloss Interlayer by: Sciatic, Inc. 3/16" HEAT STREN'D GLASS PANEL WIDTH PANEL WIDTH 2 DOOR - TWO TRACK "XO" TYPICAL ELEVATION TESTED UNIT SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 11�© �� �1I�, PRODUCT REVISED �'` escoral/Whig wMbtb.Florida Banding Coda Acceptance No GLASS TYPE •'D' vitabl Dada Product Control ce 0 U ci) a 1 0 N N 1 1 1 4 0 E 8 s 1 18 ##A f� 1 1 1 x 0 1 z 1 1 CZ • • • • • •• 1 • • 1 3/4" DATED(YIN. DATED •• • • 01 el•a • • IL 0 y • • a •• • • •• I• • • jir, • •• • • • • • } • • I •• •r • • • • h •••• • I• •••• O 0 10 • • • • TYPICAL ANCHORS M PAIRS SEE ELEV. FOR SPACING • 4 • • •• •• •• . • • /• 1 • • 1BY 110000 BUCK EE QTES FOR SPACING) 7/16'-LAMINATED GLASS 1 3/4" (elm. 0.18E0. 1" Min. Edge Dist. Edge 1 t 4' (MIN. .) 1.- 1" Min TYPICAL ANCHORS •4 PAIRS SEE ELLV. FOR SPACING yip) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING P11011 2BY Wood Buck Substrate or Wood StG rite w/ (SmiI,II Specific C •vity� .55 min. (Typ.) TYPICAL ANCHORS IN PAIRS ELEV. FOR SPACING 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. 1 3 1 4" (MN. 60.)/ - U 'ED'' it) 2' MIN. Non -Shrink, Non -Metallic' Grout. o1 Minimum 5 KM 1/16" or 1/8" SILL RISER ADHERED TO SILL WITH SIUCONE FULL LENGTH OF UNIT PRODUCT REVISED as complying with the Flori 1/4' TAPCO4 or APPROVED EQUAL BY ETV Betiding Cork V/ 1 3/4' MIN EMBED INTO 3.2 Ks! Conc. B 65tcocytenco No FROM CORNERS L SEE ELEVATION AT SHEET • 2 OF 14 FOR NA L SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING MU ede Product Contra N METAL STRUCTURE 3_ .n w amdo,.Bryant. METAL STRUCTURE ATTAMEENT ORTAVA NOTE: 3 �4" Min. 1. ALUM STEEL BECONTACT ANTED 0R PLATED. Edge Dist. 2. METAL STRUCTURES: A)TYPICAL ANCHORS IN PARTS (STEELEL 12 GA MIN. THICKM-N 0.105") SEE ELEV. FOR SPACING B) ALUMINUM 6083-T5 MIN. (ALUM. 0.078' MIN. THICK) 3/4" Min. Edge Dist. MIAMI-DADE COUNTY APPRID MULUON SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON 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. or MASONRY (rain.) ANCHOR OPTIONS HEAD -SILL JAMB Embedment Edge Dist. Concrete ELCO ULTRACON 1/4' 1/4' 1 3/4" 1' 2.85 Kai BUILDEX 1/4" - 1 3/4" 4' 3.2 Kai BUILDEX - 3/16' 1 3/4' 3' 3.2 Kai ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) ANCHOR OPTIONS READ -SILL JAMB Embedment Edge Diet. 2. Wood ELCO ULTRACON I/4" 1/4" 1 1/4" 1" .55 5G BUILDER 1/4" 1/4" 1 1/4' 1" .55 SG S.M.S. (Ito 2X) #12 #12 1 1/4' 1" .55 SG 1/4' DRII I FI FY SFI F' DR LUNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36' KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 010 SUS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL- EDGE DISTANCE (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (rrw BUILDEX) (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE = 1" MIN. OS�Q CAL INTO METAL STRUCTURE - 3/4" MIN. 201.e a9SAW(T& FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. cip SGD-9200 ALUMINUM SLIDING GLASS i 1 ea 0 0 1 1 i 1 1 S r 0 1 1 O z TYPICAL ANCHORS W PUNS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. SHIM IAI.Zeth Beyond METAL STRUCTURE — 1 3/4' (MN. EMBED.) •• • • • ratAI, ANCIN ItAIke • HORS . FOR SPACING • • • • • • • • • w • •• •• • • • 4 • •74 • • • • • • 1 /4" • MAX. n • • • •• • •• • 1 • • • • • • SHIM •1 • •• • • • • ♦• • • • • • •• • II • _ ".ti it •2BY WOO, BUCK • OR I WOOD • 1 • • • 1: 1 1/4" (INN. EKED.) 1 /4" MAX. SHIM irMETAL STRUCTURE ATTACHMENT DRTAD NOTE: ;{--� . ALL STEEL IN CONTACT WITH 1II!; ALUM.ETS BE PAINTSTRUCTURES: OR PLATED. 2. METAL STRUCTURES: A) STEEL Fy a 36 KSI MIN, (STEEL 12 GA. MIN. THICK m 0.105") B) ALUMINUM : 6063—T5 MIN. (ALUM. 0.076" MIN. THICK) PANEL WIDTH D.L. OPG. AL_;� • •• • • • u SCREENS OP1L— NOT RE00. ON ®6/0 2 6 512ES SEE C,wo ON SHEET 2 OF 14 L EXTERIOR 2D/2T — XO (Shown) DOOR 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. D.L. OPG PANEL WIDTH TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING z On 1 3/4y, MIN. EMBED. 1BY P.T. PRODUCT REVISED W000 BUCK as complying with Mc Honda No 0202 Building Code N� 2 Miami ado Product a e oao f A 0 118 Cb 1 O rn o C O W 6E1 to 8 N e 0 1 1 S r lS 1 44 1 1 1 • OXXO I - OXO APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) z ••a3 e '030 ••4 ••• • ••• BULB VINYL-0 4/16" HEAT STREW() GLASS •.090 PVB INTERLAYER Oe?RIR BUTAGTE•by: • • E.I. DuPont DeNeeioul! &Lit Inc. .3`1' HEAT STROYD G SLICONE • • SCIYIEE-M01 43.5j© DOW CORNINNCG SS9999 T♦EMCO SPECTRUM2• • • • • II I ••.) •••.. .... • GLASS TYPE 'B' • • • • • • • • • •• •• • • • BULB •INYL-G) 34144IfAT STREN'D CLASS • • .090 INERlAYER Tire-SentryGloee by, E.I. DuPont DeNenwure & Co., Inc. 3/16' HEAT STREN'D GLASS SILICONE SCHNEE-MOREHEAD 5731 OOW CORNING 899 gYp TREMCO- SPECTRUM 2 • GLASS TYPE 'A' GLAZING DETAILS • •• • • 13" MAX. TYP. AT HEAD/SILL 1 I I I 1 0 r 50" MAX. PANEL. WIDTH 196 1/4" MAX. DOOR WIDTH CLUSTER OF 4 ANCHORS AT STILE ENDS 7/16" OVERALL LAM. GLASS X t 1 r 44 3/4" MAX. D.L. OPG, 50" MAX. PANEL WIDTH d X NOTES' 1) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. 6" MAX. TYP. HEAD/SILL CORNERS I ��G a`/ I ( I S- ,STEEL REINFORCING AS REOD. 0 I ti t r 4 DOOR - TWO TRACK "OXXO" TYPICAL ELEVATION TESTED UNIT DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR 'B' PANEL WIDTH NOMINAL FT./IN. DOOR HEIGHT FL./IN. STANDARD SILL 2-1/4" RISER 3" RISER EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/0 3/6 4/0 4/6 4/11 6/8 40.7 60.0 56.7 60.0 60.0 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 40.7 60.0 56.7 60.0 60.0 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 60.0 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 40.7 60.0 56.7 60.0 60.0 60.0 PRODUCT REVISED as complying O O 2 w LAMINATED GLASS LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. n1t ProductCoutro PANEL MAX. D.L.O.: 3/0 X 6/8 = 32-3/4" X 74-3/4" 4/0 X 6/8 - 44-3/4" X 74-3/4" 4/11 X 6/8 =55-3/4" X 74-3/4" 3/0 X 8/0 = 32-3/4" X 90-3/4" 4/0 X 8/0 = 44-3/4" X 90-3/4" a z a 0 1 1 1 1 1 3 .2 3 4 F 6 2 3 P a 8 ie 1 1 z 1 • 1- • ••1 41T-a• • t.l • 2 • 1 • 00 .• • • • • • •• • •• I • • • PANEL HEIGHT ( c�' a ▪ • N.• e I • 'Ii'll rea O W I •• I• • •• • • el • • • • • • • .1. • 4{ • • I •• •1 • e. ! h • • 1• • 1 •1 •••4 • • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 11 II 1BY W000 BUCK 1 3/4" (41N. Etdtlb) 1" Min. Edge, Dist. Edge SEE ELEV. FOR. SPACING 111 -T- 1" Min. 1 I(L) (MIN. 7/16'-LAMINATED GLASS 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. • 9 • Non -Shrink. Non-M•tollic Grout of Minimum 5 KW • •• • • • • • ) )' 11 TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 2 En TYPICAI. ANCHORS IN PAIRS �Typ,) E ELEV. FOR SPACING �) 28Y Wood Buck Substrate or III 1 Wood St TV 1/16" or 1/8" SILL RISER ERED WITH CLEAR SILICONE LULL LENGTH OF UNIT SILL a. cn cr � O -J lL -J Ln M En to Ltl /4' TAPCON or APPROVED EQUAL BY E0R W/ 1 3/4' HIM. EMBER INTO 3.2 KM Conc. • 6' FROM CORNERS I SEE ELEVATION AT SHEET 5 OF 14 FOR MAX, SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS 2 PER CUP 1' WEEP NOTCH AT EACH END 10 METAL STRUCTURE En N Ltd, .'.>nnd METAL STRUCTURE ATTACNMR.NT DRTAU9 N1. ALL crnk STEEL IN CONTACT WITH 3 4" Min. ALUM. TO BE PAINTED OR PLATED. dge Dist. 2. METAL STRUCTURES: MI A) STEEL Fy 36 KSI N. 1YPICAL ANCHORS IN PAIRS (STEEL 12 CA MIN. THICK - 0.105') ,SEE ELEV. FOR SPACING 8) ALUMINUM 6063-TS MIN. (ALUM. 0.076" MIN. THICK) F 3 4" Min. Edge list. MIAMI-DADE COUNTY APPR'D MULLION SEE SEPARATE NOA PRODUCT REVISED as complying wi d1 Florida Buildingprance c /1Q"/2 Acceptance (,Jl�JQ�./Gr Miami o -de Product Control W000 BUCKS AND META. STRUCTURES NOT BY LAWSON 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. or MASONRY (min.) ANCHOR OPTIONS READ-SRL JAMB Embedment Edge Die. Comm/eta ELCO ULTRACON 1/4' 1/4' 1 3/4' 1" 2.85 Kai BUILDEX 1/4• - 1 3/4' 4' 3.2 Ksi 81XLDEX - 3/18' 1 3/4' 3' 1.2 KM ANCHOR TYPE CHART IN 2X WOOD BUCK (mina Edge DLL 2e Wood ANCHOR OPTIONS II6AD-BHL JAMB Embedment ELCO ULTRACON 1/4" 1/4' 1 1/4' 1' .55 SG BUILDEX 1/4' 1/4' 1 1/4" 1' .55 SG S.M.S. (Into 2X) #12 #12 1 1/4' 1' .55 SG 1/4" ORILLFLEX SELF DR LUNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) J10 SM$ INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGF 1TISTANC.F (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (I/4') INTO CONCRETE AND MASONRY = 4" MIN. (1(4‘ BUILDEX) (3/18") INTO CONCRETE AND MASONRY - 3' MIN. (ITW BUILDEX) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. SE4LA.NTS; FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 1 • 0 0 tV 5 1 1 1 1 6 • y8 N 3 2 • 1 1 1 tttttttlF .•r�.'s ♦�4 h, 7, �. /I V•♦♦♦QS •.............' %.I t. O J; a f% a 7. a 1fM TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1 I/4'__ (Mat. EMBED.) 1/4" SHIM MAX. 3' D.L OPG. D.L. OPG, PANEL WIDTH OEXTERIOR 4D/2T — OXXO DOOR WIDTH 0.L. OPG D.L. OPG. PANEL WIDTH •• •NOSES: 1) REFER TO SHEET 5 OF 14 • • • • • • FOR IRAZINS OPTIONS AND DP CHARTS. REFER 11 SHEET•6 OF 14 • • FOR VERDCAL CROSS—SECTION DETAILS. • REFER j0 SHEET•6 OF 14 FOR TYIPICNa ARMORS AND NOTES. • 4) REFER OOP SHOE'S OF 14 FOR MAX. ANCHOR SPACINGS. • • • • • • I •• • •• •• al /4" SHIM I MAX. Y • K •• • o• • a • • I • I I/P__. (Mat. WEED) • • • • • • •• • • • • • • • • • ••• L.0 • •• TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 0 6 O t1 U PANEL WIDTH D.L. OPG SCRE EXTERIOR 3D/2T — OXO DOOR WIDTH O 1/4" SHIM MAX. IBY WOOD BOCK a • PRO UCT REVISED as yin w116the Honda • Build Coda D.L. OPG. PANEL WIDT IaN. EMBED.) a Wand t ado Product Como �1 3/4 , MN. EMBED. ID 1w0 b b M M i VI G 40 01 0 H e� zo MI W e0 i a to co q � 1 is SGD-9200 AL 0 E oeull �Fg 1 i~ z 1 1 1 es „U r 7 X- RP or LP-X 1 p , I t, Y 1 • ao 0- i w a i IJ � •, O POCKET WALL SEE NOTE 13. (TYP.) XX or XX-RP or LP-XX or RP-XX-LP r I +! 1 0 ▪ a XXX a► RP-XXX or • • • • • • •••a • '•s • 1 Y •••• )•2 • • r • I� •• 1•«alli • l••1• • • It ••7t)8(k or RP•-XX)((0( •r LP-X4(XX or RP-XXXX-LP •• a••• APPFIDVEV CONFItI ATIONS • • WITH Jic WITHOUW•W'O''€KETS (gOR PANF�•STA4 CONFIGUFj(tj!aty9•SFE SHEET 1.) 01 POCKET WALL SEE NOTE 83 ( .) 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" 13 1 /4" MAX. TYP. CLUSTER OF AT HEAD/SILL AT STI ANCHORS END6" MAX. TYP. POCKET WA (nPNOTE ' A3 1 I 1�� I 1 1 I I HEAD/SILL CORNERS I 4 95" MAX. PANEL HEIGHT I I i I ,� I 1, 90 1/4" MAX. D.L OPG. m -r M _p - - '2 a N 1 1 4/ OE // . I N ,,/ i% / // F1 B" MAX. TYP. � AT JAMBS C3 ,,/ DO . �/ x e3 // ________ Pocket Wall 6 MAX._TYP. ____t, _--- JAMB CORNERS /� I� O 7/16" OVERALL LAM. GLASS x 1 N 11 STEEL REINFORCING AS REOD. II Q :4 N N x a N N 11 N p 1 .Y F2 X i' r I 48 3/4" MAX. 1 T r I 11 43 1/2" MAX. I I < 1 49 1/8" MAX. 1i I I 1 I NOTES. 1) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. D.L. OPG. • • • • e • • 3.1j�0ie f� •PV�InterloysrG• • Sailor & Sa as HP or SOLuTLA. Inc. or DuPont Butocite by: E.I. >- w DuPont Deli/mourn & Co. Inc. 3/16" HEAT STREN'D GLASS Z m SNJCONE DOW CORNING 899 N PANEL MAX. O.L.O.: 3/0 X 6/8 = 31-1/2" X 74-1/4" 4/0 X 6/8 = 43-1/2" X 74-1/4" 3/0 X 8/0 = 31-1/2" X 90-1/4" 4/0 X 8/0 = 43-1/2" X 90-1/4" BULB VINYL-0 3/16" HEAT STREN'D GLASS 090 PVB INTERLAYER Dupont Butacite or (4) DuPont-SentryGlaee by: E.I. DuPont DeNemours & Co., Inc. 3/18" HEAT STREN'D GLASS SIUCONE DOW CORNING 899 . GLASS TYPE 'A' GLASS TYPE 'B' GLAZING DETAILS 4 DOOR - THREE TRACK "XXXX" TYPICAL ELEVATION TESTED UNIT FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES 15 & 16 AT SHEET 1 OF 14. 3. DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. DP CAPACITY - PSF (2 1/4" SILL) -DP CAPACITY - PSP (3" SILL) NOMINAL. DOOR WIDTH Fr./N. SIZES HEIGHT FT,/IN. GLASS TYPE 'A' GLASS TYPE 'B. GLASS TYPE 'A' GLASS TYPE 'B' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8/0 (20R) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 8/0 (2DR) (W/ 2 STEEL) 8/0 58.7 68.0 56.7 68.0 68.0. 68.0 (r)68.0 (')68.0 12/0 (3DR) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 - - 68.0 68.0 12/0 ) (W/ 2 STEEL 8/0 58.7 68.0 56.7 68.0 68.0 68.0 (a)68.0 (a)68.0 16/0 (408) EL) (W/ 1 S1E 8/0 53.3 60.0 53.3 60.0 I 60.0 60.0 60.0 60.0 16/0 (4DR) (W/ 2 STEEL) 8/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 (* 2dr/3d DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090" SGP Laminate LAMINATED GLASS LARGE MISSILE IMPACT PRODUCT REVISED complyhlg wilh the Florida Building Code .14„. A undo No 41eml Dada Drachm Como 0 r 0 z cip y en al O F a 1 N 0 0 1 1 1 1 : Q. O.1 • 0 6 a .8 t 3 j N 1 1 1" Min. Edge Dist. 6l) 1 S/4' 1 P: (MIN. EMBED.) ,. DYf ••., 0' • • • .a • '.••• •••• •O • ' al • . U..� • • 4 • • •• • • .' 1 ••4 • • • • • • •N • • • •• • • • • • • •S • • •• • • • • I • • • • • 1/4' TAPCON or APPROVED EQUAL BY FOR V/ 1 3/4' MIN. EMBED. INTO 3.2 Ksl Conc. • 6' FROM CORNERS N SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. • • .••• • • •••• • ••1•• • • • 1 • • •••• • •4•• • • • •• 3 . PERIMETE CAULKING i 1 1 3/4' A . (MN.EMBED) • .. 4 1 /4" MAX. GAP CLEAR SILICONE N BEDDING COMPOUND TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 28Y Wood Buck Substrate Wood Structure w/ (5G Specific Gravity- .55 min. (TWO 1 4" (MN. 148E0.) 7/16'-LAMINATED GLASS NOTES: 1) REFER TO SHEET 8 OF 14 FOR GAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. r.. •t• • r TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING • •t`• • • • Iycc _j_ fn 0X lAw N 1/8' SILL RISER ADHERED WITH CLEAR SIUCONE FULL LENGTH OF UNIT SILL e .. A J.. 1/4' TAPCON or APPROVED EQUAL BY FOR V/ 1 3/4' MIN. EMBED. INTO 32 Kil Conc. E 6' FROM CORNERS A SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. . PRODUCTRBVISED a9 complyiug with 11w Florida Acceptance No tgz°09.4ip2 Bonding Code Borli CL C0o1fo('‘ TYPICAL ANCHORS 2 PER CUP TYPICAL ANCHORS IN PAIRS `EV. FOR SPACING 111;WiliEl 1-1 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING STILM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS' SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min.) ANCHOR OPTIONS HEED -SQL JAMB Embedment Edge Dig. Concrete ELCO ULTRACON 1/4' 1/4' 1 3/4" 1" 2.85 Kai BUILDEX 1/4" - 1 3/4" 4" 3.2 Kei BUILDEX - 3/16" 1 3/4' 3' 3.2 Ksi ANCHOR TYPE CHART IN 23( WOOD BUCK (min.) ANCHOR OPTIONS READ-81IL JAMB Embedment Edge DLL Ss Rood ELCO ULTRACON 1/4" 1/4' 1 1/4" 1" .55 S0 BUILDEX 1/4" 1/4" 1 1/4" 1" .55 SG S.M.S. (Into 2X) 112 012 1 1/4' I' .55 5G INTO METAL STRUCTURES STEEL 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 110 SKS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL_EDGE DISTANCF (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (SW BUILDEX) (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. TYPICAL ANCHORS W PAIRS SEE ELEV. FOR SPACING METAL • STRUCTURE YETAL. OTRU5mwx ATTACXMRt0Y DER D a NOTE: 1. AU. STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN. (STEEL 12 GA. MIN. THICK - 0.105") 8) ALUMINUM : 6063-T5 LAN. (ALUM. 0.078" MIN. THICK) MWII-DARE COUNTY APPR'D MULUON SEE SEPARATE NOA NI 1 • N 0 0 1 1 1 1 1 gi 8 4 • i e z f 1 tt t4e le rre p%t 4a 817, y)r�•p TjL34F%%%%% h 4cr OC Q • • C WOOD BUCKS NOT BY LAWSON IND. OUST SUSTAIN IMPOSED LOADS • ss1.- • • • •••M�ENBEO.) • • • •••••• • 1• •1•••• • • • •.. •1 •••• • • • • • • 3 III • • • CLEAR SILICONE ADHESIVE B DING COMPOUND SCREEN DOOR PANEL (OPTIONAL) • •• • • • • • • • • • • • • • • • • WOOD BUCKS N!1•BYQ*,.'SON IND. •4, . MIST SUSTAIN IMPOSED LOADS •• •I • • • • • • A IIIIII • 6 7/16'-H.S,. LAMINATED GLASS SCREEN DOOR PANEL (OPTIONAL) D EXTERIOR DOOR WIDTH (142 (/2') CLEAR SILICONE ADHESIVE BEDDING COMPOUND 3D/3T — XXX 7/16'-LLS. LAMINATED GLASS CLEAR SILICONE ADHESIVE BEDDING COMPOUND 7• grxd m m illlll III' 1 3/4' OAR. E1BED ) SCREEN DOOR PANEL (OPTIONAL) (11) EXTERIOR DOOR WIDTH (96') 1/4" GAPJ MAX. EXTERIOR GRADE PERIMETER CAULKING 1/4" GAP MAX. 012 X 2' FRL/PHI: SN.S. W/ 1 1/4' NIN. EMBED. INTO 2X P.T. WOOD BUCK (SEE SHEET 119 FOR FASTENER NOTES AND ELEVATION AT SHEET • 8 FOR FOR FASTENER SPACING ) 2 STEEL BARS KW. ON SIZES AS USTEO IN OP CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 1 STEEL EAR RECD. ON SIZES AS USTED B1 DP CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 1 R; (MIN. EMBED.) NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 .. _ FOR MAX. ANCHOR SPACINGS. IIINI 'i� "'":�►' 0 r '•71�I��: Ptit L , �Illli m EXTERIOR GRADE PERIMETER CAULKING 2D/2T — XX I BI2 X 2' Fx/PHI: S.M.S, W/ 11/4' MIN. EMBED. INTO 2X P.T. WOOD BUCK (SEE SHEET B9 FOR FASTENER NOTES AND ELEVATION AT SHEET B 8 FOR FOR FASTENER SPACING ) 4". PRODUCT REVISED 40 complying with the Ronda ..0)BdingCo — O 02 >'r ' • =rw� 3/Z !T: 1 I/4' (mitt EMDE0.) 4Bt C•etro SGD-9200 AL 1 3 N 0 LV 3 1 1 1 H tl H 3 1 8 3 2 • 0 6 s 1 B. Revised to 3r •z 1 1/4' MAX. SHIM I/4' TAPCON or APPROVED EQUAL BY FOR V/ 1 3/4' MIN. EMBED. INTO 32 K51 Conc. 6' FROM CORNERS 6 SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING • 4 ! • 1..1.3/4 _.. • • (YIN. EMBED. • • • • • • • • • • •• • • • TPICAL ANCI(ORS IN PAWS Sir ELEV. FOR'PACE,* • • • • • 16/4" MAX. • • • • �( • • • • • 11F_, • •- • • • • • EXTERN tiftA1 ° • • PERIMETERSAULLIVF T:EEAR SILICONE TTJRESI V E' BEDDING COMPOUND • ' ICAL ANCHORS IN PAIRS • SSE ELEV. FOR SPACING • • • 1 /4' MAX. • • SHIM METAL STRUCTURE 01910 BUCK WIDTH (189 3/4') CLEAR SILICONE ADHESIVE BEDDING COMPOUND t 012 X 1 3/4' F.H./PHI. SNS V/ 1 l/4' MIN. ENDED. INTO 2X P.T. V00D BUCK C SEE OPTIONAL INSTALLATION DETAILS AT SHEET 12 OF 14 ) NOTE: STEEL BARS READ. AS LISTED IN DP CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 i-e SCREENS OPTIONAL EXTERIOR TEST DOOR WIDTH (190 5/8') 4D/3T - XXXXP METAL STRUCTURE ATTACEIIENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PLANTED OR PLATED. 2 ETAL STRUCTURES: A STEEL : Fy - 38 KSI MIN. ( TEEL 12 GA. MIN. THICK - 0.105-) 0) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078' MIN. THICK) = FOR POCKET WALLS SEE GENERAL NOTES /15& 18 AT , SHEET 1 OF 14. I' I (EWE DISI.) -47 POCKET DEPTH NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. PRODUCT REVISED as complying with Building Cock tDo Florid AOQDI8n lcel4( e,n M • M Y • N ;'ot N = y/ G J Z 0 040 0 z O O A 1 • z C.y r1 y�-� (OAS' Cr)0 O 09 . o rA og rn go I V) 0 4 N 0 iT 04 $ 41 E 8 2 8 ai 1 1 z • • • • • • • • • • SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME 1 3/4" MIN. N.W. 90 ST. Y, FLORIDA 33166 ). (305) 696-8660 B AND GLASS DOORS sn1l20 NOLLV (111.7) xooa ss ITEM f PART # QTY. DESCRIPTION REMARIC3 EMBED. 4 •• I L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM NOTE. - 1. FOR ANCHOR TYPES SEE 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM NOTES AT SHEETS 3, 6, & 9. 2. FOR POCKET WALLS SEE GENERAL ; 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM INTERIOR NOTES /15 & 16 AT SHEET 1 OF 14. ;' :., 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM TYPICAL ANCHORS a `: INTERIOR 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM - AT 8` O.C. ELEV • n ,a, 5 L 9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM SEE 0 FOR SPACING ' 6 L-9201 1 PANEL ® ' ! c-�'6 LOCK STILE 6063-T6 ALUMINUM •G= uD I i 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM f ' ®® . 7 z s a �i o 8 L 9203 1 PANEL EXTERIOR INTERLOCK 6063 T6 ALUMINUMt. T N, _ 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM�,i o �' ._ z $ o .. 10 L-9209 AS REQ'D, ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM Cy 41 5 o 1% _ __ a 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM A ` `�^ % A ® '.•- 4 0 'I/' �� ~ 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM en Q 4 w m 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 %: STEEL BAR RED r. (1N 4 14 PWS-016 AS REQ'D, BOTTOM RAIL WTS'P ALUMINUM ULTRAFAB MQB6757DK EXTERIOR c , TYPICAL ANCHORS o D W/ DP 6Dw O F2IS. II 48'R 0P QUAL! ) ALUMINI IATER1AMS. FOCI p 15 PWS-009 AS REQ'D. PANEL TOP RAIL WTS'P ,187'x,310' C7830-6001-1) m a. ; - ( AT 8" O.C. SEE ELEV. r bj 16 PWS-003 1 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.210' (7820-6001-9) 1/4" MAX. FOR SPACING �,+1 CIO " 1 17 VWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4' D.D. SHIM 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X l 1/2' 1 3/4" MIN, 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA, MVG. BOT. RAIL EMBED. • EXTERIOR o 20 F� OOl3• • • 2 • RIMER ATTACHMENT SCREW 118 X 1/2' F.H./PHIL. POCKET DOOR HOOK �j A •••4 AR-008 2X PANEt PANEL'. 'C' TRACK CLIP 6063-T6 ALUMINUM ATTACHMENT - DETAILS .'"'"•1� F%-Q4Z• 4 ;AS READ. 'C' TRACK ATTACHMENT SCREW 010 X 1' SMS F.H./PHIL. ••' 3 L-91118 1•X ANCHt 6IXED:PANEL JAMB CLIP 6063-T5 ALUMINUM Flexible VMy! (FPVC) composition Pieclice. Inc. • 24 FS-001 1 X CLII•• • plxE�l PANEL CLIP SCREW -Teem "9. FPVC Back Com ound No. 7200-75 0 to include Multi —Slide door panels w or ro pockets and to compw 2010 FOC Reared to co m d w 2014 FBC •0' dale wnn.- N. ERAZO 09/25/12 • • •86 AR 4218 • • x • • • PIjLi2�OCK STEEL REINFORCEMENT 010 X 5/8' PH/PHIL. 1/2' X 1 1/4' (36 KSKSI)Daomeaerxerdneta'A'.Iosec PHYSICAL AMINO. 75 Dax4o N q ...24 • AR-021 • • x • • $S4RA6AL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) Speci6e °many 1.45 P-792 Tensile Sewall,. PSI 1690 Db36 ci • •:la AR-V4 • x •INITRRLDCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) 51riage Elevation It390.0 D.63a Mohan@I92% Elcusedon,PSI 765.0 D6311 b r 241 Heiii.47••: 1 ••yPYu3'E LOCK HARDWARE W/ HANDLES & KEEPER Brildnens, -31.07D-796 '2. PPYC WMa: compound No. 7257.75 H • • 4� • x • L x Pnne j• 7 nnlnated H.S. Gtass fj4� See Glazing Detnlls PHYSICAL AVM NO. N 30 L-9022 •,. •♦ x •••l 1RiTR GAL PALL SILL CLIP 6063-75 ALUMINUM De,i&G erdma"A.,IDme 75 D-2240 Specific Gravity 1.45 D-792 w37 L �21i • 1 POCKET JAMB HOOK 6063—T6 ALUMINUM Textile Strength, PSI 1640 D-6313 MINN Elan 0 • 32 SM 731 • st • • • • NCUTRIL CURE SILICONE Schnee -Morehead 5731 tioo SG 325.0 D438 Moduho@ 10056Elmae6m, PSI 765.0 D-O6 pppg t • • DC !ice • • • S REQ'D, i 'NEUTRAL CURE SILICONE Dow Corning 899 Impel Brittleness, -30.0 D-796 I I 34 • • • • • NEUTRAL CURE SILICONE Trento Spectres 2 < i I 35 HC-045 2 NYLON PLUG ( .480' HOLE ) RIGID PVC THOMAS J. SOTOS PROFESSIONAL'U, y40 0•' 1.e U. l.. 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC ,,�AO�'....v. �jfrP 37 FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS 08 X 1/2' P.H. PHILLIPS Oto a b= :' )" 38 FS-013 AS REQ'D. PANEL ASSEMBLY SCREWS 010 X 1' P.H. PHILLIPS �;; a 0 C, m 24-10 '3 N } . 39 FS-014 AS READ, INSTALLATION SCREWS 012 X 1 3/4' F.H./PHIL. PRODUCT REVISED '' to Z' "- 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. meomplYlag wnlr 9ho Florida •Z Building Code 41 x - SCREEN PANEL x lance No q 88 J0,• �• �� + Oy.,..... 42 SM-5504 AS REQ'D. JOINT SEALANT Schnee -Morehead 5504 �•O. 11J"'--- �C iaa •4t p 43 x ■ PERIMETER CAULKING DSI POLYSEAMSEAL Miami ado Produtu Control - 111 4 44 x 1 PRODUCT LABEL x al • •( • • • • • • • • • 1.000 ,..... ;:. S PENFI 10P „ S1'NFS 0 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 WINDY WINDOWS AND CLASS DOORS SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) EXTRUSION DETAILS & FRAME AND PANEL CORNER ASSEMBLY DETAILS 14 14 U N I o0 3.625 � 062 -T 3,500 .062 .376 1.218 �j 1.000 i U �1.594 FRAME HEAD 00 O 3.650 062 1.000 1.500 I'' O -J.687F� FRAME JAMB TWO TRACK HEAD 1.594 AT SHEETS 8,h9. MULTI -SLIDE FRAME HEAD �J. 0 •• •• 10000 090 • -I I�--'124 • 9� 2.250 ----1.687-• FRAME TOP CORNER - TWO TRACK FRAME �. - �I / /41110111111 Ill .. .25 k 1.132 c��^ •062 k� 1.590 • • qq �I 1 i INFERIOR L1.619-• INTERLOCK .150J O t.559 t 1 ` • • 11.154 • =1 • .. • • • • • .FRAME SILL • • • • .150 062 • • I 1.241 • • • • •VI 2. •2.039 .062 • • •0 • 2.798 ,�� PANEL BOTTOM CORNER lton4Now Hoar A. ROAMS NM 12-0127.24 & 12-0127.06 & to include Multi —Slide door panels w/ or w/o pockets end to comply w/ 2010 FBC B. Revised to comply w/ 2014 FBC N. ERAz0 �"`'�oo/25/12 062 1.132 • • • • • • •, 094 EXTERIOR 1.687 INTERLOCK O �, PANEL 890 TOP 1_ •• RAIL 1.197 PANEL BOTTOM 05 RAIL FRAME BOTTOM CORNER �, ® 2.686 2.280 .180 C .844 094 838 y.044 { .062-11 a 1.710 1.617 1 PRODUCT REVISED at complying with the Florida Building Code O 8. O t7 AccepTaacoPlo G. .4 �+O .,.pFnt 1.,4,4 0: M LL d .-1/4% M7 '.:0.,`-' a O 0:, ' S a$ " .0 N ��Z= i:..t es .�: +i � CK GLASS STOP LOCK STILE © ASTRAGAL 1.855 STILE O9 .531 .580 .524 .875 3.000 I-1.250 FIXED PANEL es CLIP -1 1.142 ASTRAGAL RETAINER ® .12, SILL RISER Miami Product gte' CI • • 1.000 L 5.244 070 1.594 .086 it FRAME HEAD 1.500 500 • • • • •• • •5.748 •• • •• • • Q• • ....FAME SILL • • • • .090 .062 2.250 • • 1.000 • 4•• • •4 •• A62 • • •••• • • • • • • • • • •5.094 • • • • • • • •• • • • • •• i• 376 • • • • • • • • • .688 13 FRAME JAMB •.50A •• • • 0000 000 INTtFg_i tV.RE NFORCING 1.250 .i0i • • • • • ASTRAGAL REINFORCING .500 .953 2.094 .078 31 Pocket "P" Hook .3751 r r 1.250 G—I ® INTERLOCK REINFORCING [.527 100 -I .670 "C" CLIP 21 FRAME TOP CORNER THREE TRACK FRAME FRAME BOTTOM CORNER PRODUCT REVISED es complying with the Honda A� NO )�08.0Z- 32a18 Qt�ti Mym1lm•prodC1" Comril 1 w ii N O CV 3 1 1 j1 g E z 1 RI i 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90'h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum French Doors - L.M.I. APPROVAL DOCUMENT: 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., bearing the Miami -Dade County 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 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 114"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. eatire.NpQ sball•b; provided to the user by the manufacturer or its distributors and shall be available'Cor inspe+tsenat2h$ jObVite at the request of the Building Official. This NOA revises NOA No. 13-0328.tt anci;cca ;s;sts eFthis page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was ,vjewed by Jaime D. Gascon, P. E. • . • . • . . • • • ••.• • • • •.. . .• • MIAM1•DADE COUNTY APPROVED Oar • • ••• . • • • • • • •.. . . • • . . . • . • . MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. m i a m ici ad e.gov/econ omv 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 Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09-2645, HETI-09-2624 and HETI-09 2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02-T095 and HETI-02-T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under.NOA•Ajoa 03 0219.01) .. • •• . . . • .. •.. •. . • ... •.. •.. • .• • • •... • . . . . . • •• • . . • . . •• . . . " 4 • • • • . ... . • . . • . . •• • • • . .•.. .. . • . .. .. . • . 000 . . Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 Lawson Industries, Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMI11'11:D B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, .Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of aot:formname,. np fjpancial interest and compliance with the FBC-2010 and 14:101 I;S �'9'S, fated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. ••• ••: '•: •.• : ; ..• (Submitted under previous NOA No. 12-0127.23) �.,;„ •• ••• ••• •••• • . Jaime D.Gascon,P . . . • . Product Control Section Supervisor • . •'• . • ••• '•• • • NOA No. 14-0908.07 • • Expiration Date: June 05,2018 .. • • Approval Date: May 07, 2015 •...�•S • •• •• •• . • •• . . • ••. • • •• •• • •• ••. .• Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s 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. Font, P. E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI-02-T095, HETI-02-T090, HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 05-1116.06) 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. • . .. .. ... . . • • • . • • •. ..• . • •• • .. •• • •.. •.• ••• • • • • •.'. • • • •• • • • • • • • • • • • • • • • ...• •••• .••.•• •••••,�'--�• • • •. • • •.• •• •• • • •. •. • •• . •• •• • • .•. .• •• •• . •. •.• .• • . .•• •• Jaime D. Gascon,P. E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 IMPACT FRENCH OUT -SWING DOOR MIL OF MATERIALS ITEM # DRW'G / L-901 PARE / LII-098 RBGD. DESCRIPTION FRAME HEAD REMARKS 6063-T6 ALUMINA 2 L-902 L1I-097 FRAME S11.L 6063-T6 ALUMINUM 3 L-903 1I1-090 2 FRAME JAMB 6063-T6 ALUMINUM 4 L-904 L11-096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINA 5 L-906 LIE-092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 Lit-091 1 x panel HINGE STILE 6063-T6 ALUMINUM 7 L-901 L11-094 1 x panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 L1I-095 2 x panel TOP 1 BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM 9 L-911 LII-003 AS REO'D. 1/4 ROUT ALUM BEAD - 7/16' 6063-75 ALUMINUM 10 L-912 1I1-087 AS REO'D 1/4 ROUND RUM. BEAD - 3/8' 6063-T5 ALUMINUM 11 FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 VVS-001 TP 3286 AS RECTD, Bulb Vinyl Vts'p: Tenn Plastics, Inc. See Material Composlton at Sheet 6 13 PVS-001 • AS RE00. MTS'P. 8 TOP/DOTT. RAILS Schlegel FS - .187'w. X .210'h. 14 PVS-002 ■ AS REGD. VTS'P. 8 FRAME HEAD 1 JAMB Schlegel PB - .187'w. X .330'h. 15 L-910 L1I-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16 FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM 17 FD-631 LII-086 AS RECD. GLAZING ADAPTER 606346 ALUMINUM 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (8 TOP 1 BOTTOM OF LOCK STILE) 19 F0-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET KVIKSET - SeNes 690T COMBO 20 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET SCILAGE - Series F8350 COMBO 21 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - SeNes 831 COMBO . 22 ■ FS-035 AS REGD. Frame Install. Screw - Head (See Notes at sheet 4 of 6) 23 ■ FS-035 AS RECTA From. Install. Screw- Jamb/Sill <See Notes at sheet 4 of 6) 24 ■ FS-026 8 FRAME ASSEMBLY SCREW 012 X 3/4' PH. -PHI. 25 ■ FS-012 AS REO.0. JAMB ADAPTER SCREW O10 X 3/4' PA.-PHL 26 FD-634 LII-171 AS RE0'D. 1/4 ROUND ALUK BEAD - 11/16' 6063-T5 ALUMINUM 27 • FS-043 e GLAZING ADAPT. ATTACH. SCREW IM X 1 1/4' FH.-PHI. 28 . FS-049 2/Panel Doable Rail Assembly Screw 3/8'x2 1/4' Hex Screw 1 Nut • 29 • • AS RECTA NEUTRAL CURE SILICONE Schnee -Morehead S14-5731 30 • ■ AS RECTD. NEUTRAL CURE 0111008E Dow Corning 899 31 • AS RELIT. NEUTRAL CURE SILICONE Trenco S-500 32 • • AS REO'0. Laminated Gloss see Pg. 5 Dupont - Sentry Glass Plus 33 • • AS REO'0. Laminated Gloss see Pg. 5 Dupont - PVB 34 ■ • AS REO.0. Laminated Gloss see Pg. 5 Soflex - PVB 35 ■ 11C-002 2/Ponel PANEL ASS'Y ALUM. PLATE 1 1/2'x 2'x 1/8' (6063-T5 ALIBU 36 • HC-004 2/Pone( Panel Ass'y Full Lenght Rod 3/8'1o,-200 Rod. Plate, Flange Nut 37 ■ FS-011 8 HINGE ATTACHMENT SCREW 010 X 3/4'P.H./PHI. 38 ■ FS-044 12 SIDELITE ATTACHMENT SCREV 010 X 1' PH/PHIL. - <17' OC Mak) 39 HC-006 62PPOSOBG14 6/Jamb 1/2' DIa, Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 40 HC-007 62PP087BG11 2/Ponel 7/8' Da. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell N-79 41 ■ HC-010 1/BOLT FLUSH BOLT Sill Plug - Nylon 6-6 SU4COP1ASTICS Inc. Rockwell M-79 42 L-913 L1I-086 AS REO'0. 1/2 ROUND FALSE ALUM. MMTIS 6063-75 ALUMINUM 43 • ■ AS REDS. INT FALSE APPLIED EUNTIN 1.25' X .022' STOCK ALUMINUM 44 L-915 FD-623 AS RED'S. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long 45 46 L-916 FD-635 L1I-117 HC-030 AS REO'D. FRAME LOV SILL - OPTIONAL TWO -POINT FLUSNBOLT LOCK 6063-T5 ALUMINUM OPTIONAL < FOR */- 76.0 psf DP) 47 FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALIBI. ANGLE 1 1/2'x 1 I/O'. 1/8' Alum 6063-T5 48 FD-627 FD-627-1 2/Panel 2-Point Lock Bolt Guide ANGLE 3'x 3'x 11/2'x 1/8' Alum 6063-15 49 ■ ■ AS REO'n Joint Sealant- White Colored 'Purvis Co.' Super Seal 50 FD-638 1(C- 1 SET LOCK ACTIVE HANDLE 1 TRIMSET ASHLAND 8V5201A-A 51 FD-637 KC- 1 SET N LTI-POINT LOCK ACTIVE ASHLAND OV5110-STACTS 52 FR-640 NC- t SET LOCK PASSIVE HANDLE 1 TRDMSET ASHLAND 8W5201A-P 53 F6-639 NC- 1 SET MULTI -POINT LOCK PASSIVE ASHLAND OV5110-STPAS4 54 FD-641 HC- 2x panel Mutt -Point Lock Bolt Fxdde NYLON 6-6 Rockwell N scale 79 55 ■ FS- 4/Guide Bolt FAAke Attachment Fastener *6 x I/O' P./PMIL. 56 F0-642 HC- 1 x Lock Lode Top Mont Adapter NYLON ADAPTER 57 FD-643 HC- 1 x Lock Lock Bottom Mount Adopter NYLON ADAPTER 5' T Sldellte Panel Width ( 33 13/16' max. 1 1 1 e 2/8'- Sidelite SEE aPr DI!'" 145 1/2' Max Unit VWth anabor spacing Swin19V1dth hex. m ProI L ALTERNATE 80LT- ONS AT SHEET/ 01 6 D O/ Active 00© O \ Inactive 6 1/2' deed -bolt •1 • • • •/ yyy���f• • • • writEii BOLT AT SEES •_•a•• H IESNOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. 1.1,01. SPACING *30 LOCATIONS. 2 SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS ITPLS. 3. SAME ANCHOR SPACING 0 FRAME HEAD & DLL /6 1 ban/oa ltfy (at sldetlte>/-IE 3/4'-{ 4 4 1/20 Mai I). QUALIFIES SINGLE k MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 3). MAX. FRAME SIZE 146 1/2"w. X 96 3/4"11. OXXO 4). EllT k INT FALSE COLONIAL MUNTIN APPLIED W/SHLCONE. 6. QUALIFIES SINGLE 0R DOUBLE BOTTOM RAILS 6). MAX. DAYIITE OPENING WIDTH = 25" 7). MAX. DAYUTE OPENING HEIGHT = 83 1/8" 8). SEE ELEVATION AT SHEET 1018 FOR MAX. ANCHOR SPACING 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 10). N0 HURRICANE SHUTTERS ARE REQUIRED IS(UUULI IUSVISIU as complying with the Florida Banding Coda Acceptance N B7 van 5225 •• CCti ...i; TE ep `• o1:t�•lq,.� • itxhiles DATE _ pric,H .0 U Control • • •f •• • •• • •• •• a 25' Hax. DLO 1/KKK"- 0/0/.5 'Es W • . • • • • • i • %/ • !�/ • e Side Cite • • • • • • • • • • • • • • • • 1/4 • 14.1/8 6 ' /4 o %tve pone() •Inac' l panel • • HD1S •lone .nokor apeoiaY "OXXO" EXTERIOR EIAiATION• at frame •..d k s11i •••,••• •• • • • • •• • • • • NOTES: • • 1). THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE - 5th EDITION. 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS RER CHAPTER 24 OF THE FBC 2014 CODE. 3). 1X OR 2X WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE k TO BE REVIEWED BY BUILDING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATON FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL LIMITATIONS: i). MAX. DP = 386 PSF W/ (4) Surface Bolts k Gloss Types A, B. C & 0. (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 2). MAX. DP = *76 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive 3). MAX. DP = t76 PSF W/ Flat Sill R must be used where water infiltration is Mon required or opening is protected by overhang ratio greater on one. 4). MAX. DP = 386 PSF W/ Multi -Point Lock (1-active)+(1-passive) at Inactive • ,n O S • AI.1• • • • •••• • ••• • • 5' 3/M • • Rookies'Noble:Revised to comply w/ FBC2004-11/01/05 Revived to comply w/ F0M2007 k added Insulated Glass 01/22/10 Ashland Mutt -Point look 01/27/11 Revised to 0omply w/ 2010 PBC Revised to comply w/ 2014 FBC 4a4 6IMP imoM ap Nelson Eras0 Nei.on Erase LAWSON ():NDL5ST1'5IE5. INC. ) 8501 NW 90th St. MEDLEY. FLORIDA 33166 (305) 696-8660 MANUFACI00B1 OF QUALM ALDMINUY WINDOWS AND CLASS DOORS 941. amp Port neew And r a•wp 604a/Ne4► Moo /Awl N0A APPROVAL _ IMPACT FRIMCH DOOR • I OF 6 0f/16/16 "La Porte" Impact" French Out -Swing Door. 4d. ammo: 01/80/12 Rosa+ n.t-s. 47tre'w Numb. lA•o~_' FD-2003 1ee,r.i=. lows 1 110 7/8' Max 1Art Vldth Swing 35 Pa. 6'�'dn• 5EE AL 3 appap66 Ill 1 _111111111 �I i 2-_ 0 II 11 11 II II Acttve II II h!i 01 8:3 F. , o 7pA� SHEkT T Opt AT "OXO" ELEVATION AIL® 73 5/16. Swing Width (3 P3/1e x 14ax UMt Vldth ArE 0 II 114 95 3/4' Mow Unit Hei < 95 1/4' nnx. height for Door w/ l A 1 %i% II tiv j 0 ' Inact(Ile ,„/ 1 / EZEZ,i�i' -- i III . I 145 1/2' Moz SEE ACIEPoNTE 001. Sidelite OPTIONS AT SHEET ( 33P 3/16`1 nnx Ens �( Unit Vldth Swing 35 3%16 no © , s _III - 11 11 11 -mll_� II 1 All II II')Nox. , II -] a VIdtIY- ©i __I - II__ II / . II,Q S 6- x4 Xp 2p zoe. a m x °c P • [x i_J \� Active .4 V_ 1p�_ II ' .�Pi e t ` II=\ ..ctiv�/ I . / I/ 1 k ii r, - qqq N A.---T---r -] 0'Y. N '11 --V--ir--- S yr--ll'--I- SEE ALTERNATE BOLT OP �ET Ns AT SHE "OXXO" ELEVATION ANCHOR NOTES. 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEERSHEET TENS,44 OFA6 FOR INSTALLATION 74 1/2.' Mnx Unit Vidth Sidelite ( 33 13/1 Po6' th 3/1 Qx. -Sox. - 1 D1A II e- - a II I(xt II 1� - I •\Active CI I -1 1f-- -- 11-T-- a��A fly "XX" ELEVATION "OX" ELEVATION APPROVED CONFIGURATIONS NOTES. 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION .VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNRNS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. ORPANELSANEARE AVAILAfiIIT 1 H SINGLE BOTTOM RAIL DOUBLE 4. OUT -SWING DDOOOTRROMWIfHOUT INSECT SCREEN. PRODUCTREVISHD es complying with the Florida R �./ Duildln��OQ •1 Asotpta"coNo T 20 • p0001101 Revision Notes: Revised to comply w/ P062004-11/01/06 Revised to comply w/ 117220O7 & added Insulated Olase 01/2&/10 Ashland Yult-Paint Look 01/27/11 Revised to comply w/ 2010 ?BC Revised to comply w/ 2014 PBC imbed APNelson 16113o /l0 16 SEE ALTFIWA T 33PI1g6Ns AT "X" ELEMIt tt •• •• • •• •• • 3 •••"0'; ELEWRION • • .• • • • • "LaPorte• IMPACT P86NCH &ITSIMN0 dooR - O102L PAIIOL 11D7714 114DtcHART • • • • DP MP ) • PA2RL WWTO CRT ACTUAL (ice) Nana= or ARCHON /AMB • DP • atlas ilk "A' Sell' +/-(P81) • "�' GIRDS "9' +/-04319 Doss 127P6 'C- 1 /-(P85) MUSS • WPM ro" +/-(I'SR) NM • moon • WlB79 • 10 1/4' 16 1/4' 22 1/4'. 28 1/4' 30 1/4' 34 1/4' 77' s(5> - 5 ±06.0 11 3/16' • ±762 ±76A +760 5 +06A 17 3/16' +76A ±76.0 ±76. 5 +86.0 23 3/16' ±76A +76.0 ±76.0 5 +86.0 29 3/16' +76.0 +76.0 ±76.0 5 186.0 31 3/16' t76.0 176.0 - t76.0 5 +86.0 35 3/16' +76A ±76.0 ±76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' •(6) 6 +26.0 11 3/16' +76.0 ±76.0 ±76.0 6 486.0 17 3/16' +76.0 ±76A ±76. 6 ±86.0 23 3/16' ±76A ±76A +76A 6 ±86.0 29 3/16' ±76.0 ±76.0 ±76.0 6 486.0 31 3/16' +762 +76A ±76A 6 ±86.0 35 3/16' ±76.0 ±76.0 +76.0 Moon •IP SnoirAJ Ne1on Irmo�01/12 • OPERABLE PANEL IIIIST-NEEr APPUCAHE REOUIRDIENTS PER BUILDING CODE. • O PARENBIESA INDICATES / Cr ANCHORS AT MANE JAMB. T,A1 ♦ W I. J ® MEDLEY. FLORIOA133166 ansntrerwrwriS, (305) 696-8660 MANUFACTURER OW MUTT ALUMINUM WINDOWS AND CLASS DOORS Dew Men AM Ohm 1o.. Cohoor P e.(.VW.d a non: elr.6 NOA APPROVAL IMPACT FRENCH DOOR 2 OF e "La. Porte" Impact" French Out -Swing Door ANON n.t.s. RNwa.. sweet.: °i•x'Oy'•' FD-2003 • • • ID..t.bw Gwa G 4 5/16' TAPCON V/ 1 1/2' MIN EMBED. (SEE NOTES BELOW FOR SPACING) 2 x (P.T.) VOID BUCK 1/4 MAX SHIM TYP. 11/4' MIN EDGE D1 TYP JAMB / 38 17 kA ®O Sidellte -I 1i MIN (EMBED TYP LOCK STILES WITH FLUSH BOLT EXTERIOR 1 t/4' (YIN. EDGE DDT.) I DLO Width Panel Width MULLION INTERIOR 310E LOCK STILE 431 ® O Active O . oe LOCK STILES WITH TWO —POINT LOCK & FLUSH BOLT INTERIOR SIDE 2' Sill Height I k' MIN EMBED. INTO 3500 PSI CONC. (TYP.) 3/16' ELM TAPCON W/ PRODUCTREVOSED I ve' MIN ENDED astottlplytne wihlbo Fllnde (SEE SHEET 1 or 6 FOR LOCATION AND SPACDIG)BYDdh1E Code OPTIONAL — DOUBLE BOTTOM RAIL DRTAU, 1 Inactive OEXTERIOR SIDE UNIITTWWITH TWO -POINT MULTI -POINT WX. OP - t76 PSF MAX OP - ±30 PSF OPTIONAL LOCK DETAILS 3 MULLION OPTIONAL BOLT • TOP $SIL OPTIONAL BOLT • BOTTOM RAT(, ( SEE DETAIL E3 FOR MOUNTING LOCATION ) FLUSH BOLT & TWO —POINT LOCK LIMITATIONS: I). MAX. DP . t86 PSF W/ (4) Surface Bolts & Glass Types A, B, & C. 2). MAX. DP a ±76 PSF W/ 2-Point Lock (active)+(2) Surface Bolts 0 Inactive 1 x (P.T.) HOOD BUCK (SEE NOTE 3, SHEET O JAMB © T7 © 38 SldeUte I/4' — 0• MAX SHIM • ANCHOR NOTFS• • 1. SEE ELEVATIONVy,1C-414 1 OF 6 FOR • AAgN�CCgHOR10..C. �MMF� V. GNG AND SF 710N�. ��NH 2. FASTEN EE�4 RS TY/EQS.1 �" INSIALIA 1 • • 5/16' TAPCON V/ 1 1/2' MIN EMBED. SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING r• 1 1/4' n EdgMien sutance l _I • MIN FMBED • • (1 P.) •• •• •• • • • • ••• • • • • • • •• •• • • DONTIRIOR 9/BE • • •• (•) OPTIONAL SILL • '1 t 1/4' (NW. EOGE DHSI.) 4) FLA YF) 3IT*r) T8 ,Ly4Z• •• • • • • • • • • • • INTERIOR pp. • • • • • • • • • • VNeightl I MIIN2EMEER INTO 3500 PSI CONC. <TYP.) 5/16' ELCO TAMTW V/ 1 I/2' MIN EMBED DOORS It SIDELITES WITH THIS SILL TO BE 93 I/4' MAX. FRAME HEIGHT. THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psi' DESIGN LOAD AND MUST DE USED VHERE WATER INFILTRATION IS NOT REWIRED OR THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED. Revision Notes: Revised to amply w/ PBCB004 -11/01/D0 Revised to aompI7 w/ I33C8007 & added Iosuleted Glees 01/02/10 Asklend Md1t-Point Look 01/27/11 Revised to _ comply w/ BOW FRC Reviled to empty w/ B014 BBC BM..A By Nelson gesso Rig Nelson Brow LAWSON 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 YAND?ACTVRIB 0P QUALITY ALUMINUM WINDOWS AND CLASS 000RS New Clem )be man Nod a..q.w B..•Uehs.s 61666 MHz 3 OF 6 ROA APPROVAL RPM FRENCH DOOR ma. le le "La Porte" Impact" French Out -Swing Door 01/2�0/12 Mole n.t.e. Ne`.A•.. tAtiaf Isr..ew AhMm F0-2003 4 5/16' TAPCON V/ iEriEnt, %BSPACING 1 x (P.T.) VOOD BUCK (SEE NOTE 3, SHEET 1) ° AMB 0 111 I I/2' (M. EMBED.) I I MIN. EMBED TYP INTERIOR SIDE r (1) guy 0 ALS ° Inactive el` to . Jam__ Aim me-i• On" 1616, ' ARO du! ,! 1 aw we— - iv! 11— 0 1/4' MAX SHIM Active JAMB 5/16' TAPCON V/ 1 1/2' MIN EMBED. 1 1/4' HIM . 4.4 ......(SEE NOTES FOR SPACING) EDGE DIST ir: 4. I int pm .. t ; .:... MlOC ?SEE NOTE 3 AT ENDED. 1.s....‘f;.e 4. 4 LOCK STILE UNIT VIETH EXTERIOR SIDE SHEET TYP .• 1/4' MAX. SHIM TYP. GLASS INTERIOR SIDE Height •• I • k MIN EMBED • .• TYP 5/16 ELCO T PPM W/ 1 1/4' (ML EDGE DIST.) 1 EXTERIOR ' x I I/2' MIN EMBED. (SEE S)F-ET 1 OF 6 FOR SPACING) 0— 1 1/4' (6N. EDGE OISL) -1 i• — MIN EMBED (TYP.) 5/16' TAPCON V/ 1 1/2' MIN (NDED. SEE NOTES FOR SPACING 7 '',...:''.. 1 x (P.T.) WOOD BUCK NOTE 3, SHEET D EDGE MST.Y."..... ITYP.: 1/4' MAX. SHIM TYP. Wein, Attachment Scree < 6 Screws 0 each side or jambs, - 12 total per sidelite INTERIOR SIDE PRODUCT REVISED as compfying with the Building Code Acommace No Product Control 17' Slim QC 2' 213 • . 1 MIN EMBED. INTO '3500 PSI CONC. I (TYP.) THOMAS J. SOTOS PROPESSI. ilANEER it i..., , if. • ,../ N s iz • . %VI:. 56:205r :1;; 1.. r ,*.t. as ,..r./... ,-,p• 1 x (P.T.) WOOD BUM (SEE NOTE 3, SHEET 1) INTERIOR SIDE CI 0 0 LOCK STILE hIs ci 0 0 see a) "Do Active , __*-11e' h ida4------f'iiii 14- .7-..,,it• li , .41 .. r im ' tint li 1 04 ;..........‘—a it li 141 11411 e er, UNIT WIDTH EXTERIOR SIDE LOCK STILE MULLION EXTDIRMR SIDE 43/ INTERIOR SIDS el LOCK STILE EXTERIOR EIDE Revision Notes: Revised lo comply w/ 18C2004 -11/01/06 Revised to comply w/ I8CE007 & added Insulated Glees 01/22/10 Ashland Lock 01/27/11 Revised to comply w/ 2010 PDC Revised to comply w/ 2014 rfic Imbed Big Nelson Enso Bryon an Nelson Erase flak Chorine 01/10/16 lob INISIUOR SIDS 5/168 TAPCON V/ I 1/2' MIN EMBED. SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING INTERIOR SIDE LOCK STILE T r • Active im YP. - (Thw. IT TYP, • • • • • • • • • • • Act • • • • •IIIICK STILE • • NM SIdellte • • • • (1.10 • • EXTERIOR MOS ••••L.....J • • VCISIZTOS SM LITERIOR SIDE • • Inactive • • • • . • • INSTFATION: FASTENERS NOTES. • • el x RUCK MINILAIIIA RFOIIIRFO_FAVFNFICIAM, : Ht/410: 5,16. X 62402" Ding TAPCOlie) • JAMB: 5/16" X 2 3/4*mg TAPCON(*) MULUONS: 5/18' X 2 1/40 •Long TAPCON(.) (•)TAPCON BY "ELCO DLTRACON" . . HEAD: 5/16" X 3" Long TAPCON(*) JAI& 3/16' X 2 1/4 Long TAPCON(') MULLIONS: 5/16' X 2 1/4' Long TAPCON(*) (.1 TAPCON HY 'ELCO ULTRACON" AT SOL; 5/16" TAPCON w/ 1 1/2" MIN. El/BED RIBI...Tralil_PSI IsPe0 _MR MEL ALL FASTENERS W./1 1/2' MIN. 003MILNT 1 1./4. MIN EOGE DISTANCE at 1 /4. MAX. SHIM WAGE ANCHOR YIELD STRENGTH Fr.155ksi ANCHOR ULTIMATE STRENGTH Fue.177kel • ILL TAPCON LENGTHS "L" SPECIFIED ARE VINHIUMS ( BEI ELEVATION AT SHEET 1 of 6 FOR ANCHOR MAX SPACING AND LOCATIONS ) LAWSON 8501 NW 90th St. MEDLEY. FLORIDA 33166 (1131513M'IMMEET-113C".") (305) .696-8660 MAROPICTURISI OF QUALM ALUMINVII WIDOW MIS OURS DOORS /ore Clow ROA APPROVAL Port CM., hag 15.0yine IMPACT Ierlar/M•41: NINON 00OR Max Ma.* Of a "La Porte" Impact" French Out -Swing Door 171.1•1 /14/Lrews• thmlort Draurlwe mom. FD-2003 /Whim lovol: 017.20712 SILL SEALANT DETAIL 1CTE. LEADER TO SE SEALED SIMILAR 30 SILL LOVER 1LLE LIT OF AXD RO IVE NITTON LEFT JAB BILL FRAME ASSEMBLY DETAIL HINGE ATTAnIEMT MOWS 131 110 A 3'4• PROWL HINGE ATTACHMENT DETAILS ACCESS MILE WAGE ATTAMIOR SCREWS 01 R0 a 3/4• PNJPet. 1NTEalm SIDE — -'-- SIDELITE/JAMB ATTACHMENT DETAIL LEFT DOR STILE STILE 4T4•R BZ Ann NO VAMP PANEL ASSEMBLY DETAIL INTERIOR SIDE 1©Glazkl6 Adapter i-5/9•lOtazing Depth Ai ® C uulldng II Laminated 01asa by Dupont or Solutla Types 'A', B' or (SEE TABLE V/ C0RRESPOND GLAZING TYPE 0 DESCRIPT 1/4 Round Deed EXTERIOR SIDE GLAZING DETAIL #t O m GLAZING TYPE & DESCRIPTION$ .466" 0/A Laminated Glass by Du ont - Glass Tyne 'A' fait DESCRIPTION WAD. `-' 1 3/16' Annealed - vs• 2 .090' DDPoM SGP lnterlayer AJ uta' 3 3/16' Annealed .940' 0/A Laminated Glass by Du ont - Glue Type "H" IIIR DESCRIPTION DRAM 1 I/O' Annealed Ord . 2 .090' DuPont PUB Interlayer esw 3 I/O' Annealed .940" 0/A Laminated Glass by Bo utle - Glass Type 'C' T =Y DIBCRIPm0N Dann. I 1/8' Meot-Strengthened Glo*f - 2 Safi. PUS Interlayer • • a SS4V 3 I/O' Heat -Strengthened Gloss 10 Glaetng Adapter 5/i6' Laminated Glass (SEE TABLE V/ MIRE"' DING GLAZING TYPE a DESCRIPTION). 1/4. Insulated 8'BTemp. alas INTERIOR SIDE 01a O l De Slloone m 0 th INSULATE➢ SPACER 'TruSenl'- Durn Seal SdDole Spacer Black - 1/4' A0 Sooce PtRe. 812-25H-357 EXTERIOR GLAZING DETAIL #2 ng Bead • •••w GLAZING ~'rM E & DESCRIPTIONSo • .340' 0/A Lapyt..•tt ss dsQieby A T j16ga• class Typo :IL n roll t4 Yi'rYRiM• DETAIL r ' ®• W • I t/e' Heat -Strengthened Glass 2 .09g' tonnaWI "Ark er • po 3 1/8' Hedi jtj nevi Glass. ------ 13/5 • • 4 1/4' INSULATED SPACE 5 1/8' TEMPl INGSM • .840' 0/A Laminated. Glass Gleby Rolut1 Glass Typp Pr. ii 11SM 13 1L newt ' • • 1 1/8' He•t-Str•TOtNened Tiloss �- O _ J/e1 2 MP SGP Intel yer • MP D 3 1/0' Hest-StrerTithened GlasC -'1A 1/4' INOBII.ATED,ANISSPACE • •er. p • © • . 4 3 1/6' TEIi' 1.0 GLA1IS • • • • • • • • 1 1/2 Imo( 114 SNS 0R SELF TRILLING STREVS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) 1' 0.125 THK. MIN. -'(MIN EDGE ➢IST. (6063-T5 MII1) ALUMINUM TUBE MULLION REFER TO APPROVED MIND-DADE NOA 1 1/4' MIN EDGE DIST. (-TYP-I 1/4 MAX. SHIN TYP. 614 SKS DR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) I. -112 GA MIN MIN EDGE DIST. (Fy a 36 KS1 MIN) STEEL TUBE OR COLUMN (STEEL IN CONTACT V/ Atl9t TO SE PLATED OR PAINTED) 5/16' TAPCON V/ 11/4' MDI EDGE DUST 1 1/2' MIN ENDED. INTO CONE. (SEE NOTES FOR SPACING) (CONC. TO BE 3 KSI NIL) 1/2' aM.1 1/4' MAX! SHIM TYP. NOTE: OPTIONAL INSTALLATION DETAILS MAY APPLY TO DOOR FRAME JAMB AND/OR FRAME HEAD. (TYP.) r TYP 1/4' MAX. SHIM TYP. 5/16' ELCO TAPCON V/ 1 1/2' MIN EMBED. (SEE NOTES FOR SPACING) WOOD I( EE GEN. NOTE /3) 1/4' MAX. SHIM TYR FRAME INSTALLATION OPTIONAL DETAIL$ THOMAS J. SOTOS PRO :• y y t01N16R `�P9 Sb i �,••, �225 Ito 1,'"? NLna SAA'raE. VEIS MO. PIN =8 — - — _ 5= 4- + + 4- Ynya w� A rr or w4+ , it HINGE ASSEMBLY DETAIL #FD-824-2 Revidon Notes: Reviled to comply w/ PB12004-11/01/06 Ridged to comply w/ 10108007 k added [undated Glass 01/22/10 Ashland Mult-Polnt Look 01/87/It Revised to comply w/ 8010 PSG Revised to comply w/ 8014 PBC sane SapNelson limo Ar 01 16 16 PRODUCT REVISED se complying :with jbe_flolid° Building Cod* oNo Mli Product LAWSON •• 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MAROPACRIRIR 0P SWAMP .IWMUDM WINDOW AND CUSS DOORS Neva Eileen Emma es D5M1 Omens 01/20/12 arks n.t.s. Dram Clan 110A APPROVAL Port Clem Fed Cawin, IMPACT SwY(ANeere FRENCH ODOR /Awe env* 50F6 "La Porte" Impact" French Out -Swing Door Mae )A-:TI"n D"a"te► N ""le' FD-2003 Bannon Adak 4 n56 6 p7 I 3/8' STEEL MULTI LOCK YE LOCK ACTIVE L TRIHSET Q SOT GUIDE STEELDOLT D.D. BOLT 70E -POINT ACTIVE 4 HANDLE - a F6�' 9 yy 4: k 3 L •. ® Q a g II 1 ' II g N L :• . Q� •t pp 9 t I 7 . •b • �' i pp 9 t I T s I II 1.. {��.119 I gq 912�__J t & p . • PASSIVE L TRINSET II I 3/8' STEEL IGU MU.i[-PMULTI-POINT LOCK ®© &7iT011 GUIDE 4 EEL OR. BOLT ® PASSIVE HANDLE ® �T /3 �! ® I 1/2 FLUSH BOLT TWO -POINT Vfl 49 ANGLE GUIDE ifs-827-1 ® LACK ' AND .076-IF-��,07 ''050 a5 I I.SOO .875 .062 0 �50 •- �•�--y - .096 L 98�6 L 1. .065 1.750 17 L 1.259 i I .908 I .074 .127 I .687 QUARTER ROUND c nl n I GLAZING ADAPTER /L-9t0 28 (11/IB") BEAD RFD-834 PANBLI HINGE STILE g O pL-907 - 1.012 --� O FRAME /L-901 HEAD .730 KC6.1172-6 4.f87 I 1 -r I I .098 L250 •064 - 2.031 l�'t" .808 1 .100 .064 2.000 1.500 ` i- 11 F DARTER ROUND 10 (9/8") 1.750 .075 - - 908 BEAD #L-912• •••• --- INACTIVE FLUSH 47 ANGLE 1 1/2" /FD-626-1 1.500 -PANEL BOLT GUJDE LONG -- • • • • • I 070 �� .060 5.05 PANEL LOCK STILE •• 4.509 • •• •s2 FRAME. SILL • •• T- .835 656 7 O /L-906 J L-B102 • • • M • • • • GS L I I-r - 1.75 � L750 • w • Iel2 • • • 48 (+/- 10Gi0N• ,•r ,.$ At OPTIONAL TWO -POINT LACK /HC-050 76.0 A a Cp{ sqO pat LOCK DP) 808 -}- I sai •• • • • 1 SIDELITE O' ALUMINUM 2" #HC-002 %2. 1/2' -I PANEL. PLATE LONG II 4-1/8' O QUARTROUND I _ J. i • 6 • • 6 • •�3 ...I 1250 BEAD /L-911 .072 • 1140 • • • • • �� • 1Clp••1 1.625-{L0.198 • • • • • • • I A45 - - .065 • • • • • • • • • HALF ROUND -I- • • • • • • • 42 FALSE YUNTIN /L-919 862 RAIL ADAPTER (D.062 #L-909 4A00 .072 - .09 - - 1.5� -� • • • 4sa? • • 4 • •O90R • • .082 1 -^ - .100 111.812.. Flexible Vinyl l (FP/C) Composition -Team Plas0ce No. • • • •41848 • • •-•-•-H^ • M. fPllC Black Compound No.72DD.76 L812 • • • PHYSICAL AMA NO -I - •136 rt00 •• 1 D•omensHudocs`A`,10sec 75 D-2240 �r e p ( ,�J ; r J Spedfican ly IA3 D-792 Teosik Strength, PSI (640 D438 PANEL TOP & N I OA78 (O.ose Mks*Elmplios% 3440 D63B Modulus@ 100%Elrnptior, PSI 765.0 D618 Impact BrltLeoes; •31.0 D•746 'S HOWDY RAIL itt•-908 FRAME JAMB O L-909 4.066 ¢¢ FRAME HEAD SHEAR PLATE O #L-916 1 • .. - - :1 FDrHstd• r LI- .I•8 - '2. FPVC Whit= Compound No. 7287-76 NOTE• PHYSICAL ASTM NO. A. 10see 75 D2240 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 2.688 SpecificGmily L45 D•792 2. BEE ELEVATION AT SHEET 1 OP 6 FOR r` r V j� 7tbnde Samg6,P9 1640 D-631 Usimsis Elmpliorq% 325.0 Da36 ANCHOR O.C. MAX. SPACING AND LOCATIONS PRODUCTREVISRD i��-V-Ir TI Modukn@ I00'%Hoigsdm, PSI 765.0 Dfiis 1 pacBdIlknn; 30.0 a746 ascomplying wild Florida4.500 HuiWhgCork_ �. O 45 FRAME LOB S[IJp2•j�� Acceptance No /L-918 (•1 NM•R• THOMAB l SOT09 PR0 b , REFER TO DETAIL '83' 01 SLEET a 3 OF 6 FOR ADDITIONAL. NOTES AND LINITATRB4S. ,t' .�,. gg&`:'- *, MI `fir• s\R..•• . �jO �� Revision Natac tea•• ,�'�• • F•••'S1+ ► " 225 ;' Revised to amply w/ P9C2004-11/01/06 Revised to comply w/ PBCPA07 & added Bsol NW 90th St. I W S O N I MEDLEY, FLORIDA 33166 * .. plated Blass 01/22/10 (305) 696-8660 STA 1n !/la' ca) are 18 INACTIVE OPLUSH ill -[SS STEEL as ass c./- On sag (./- ioo -PANEL BOLT Mt w) 60 pal par) /HC-001 * - •;: Ashland Nult-Point To0k O1/27/11 N0NUPACNRQUALM' ALONN 07 QUAL!NUN IINDGID AND CLASS D00RS Optional Multi -Point Locks P (+/- 68.0 pat DP) ! V OF • �: R• 00 comply w/ 2010 PBC Revised to comply w/ B014 FOC D,:., Clam fat Carr r,.a Odeon" toteoN•.,r rev SAM, N0A APPROVAL IMPACT FRENCH 000R I 6 Of 6 • " I �: c< `. p toP.441: A swwA by Nelson Erato w 0.17r676 6 n u La Porte" Impact French Out -Swing Door Active Lock ASHLAND IIV5110-STACTS Passive Lock ASHLAND NV5110-STPAS4 , 44S( .. Nelson tram b>w e 0l/AB/12 HANDLE & TRIMSET ASHINID NV5201A-A HANDLE L TRINSET ASIXAND NV5201A-P DATE____ 4 Seale/ n.Le. Trw " realm Number, FD-2003 a..ur Aea.k G Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit,:NO. WS-3-17-783 Permit Type: Windows/Shutters Class cation: Window/Door Replacem Permit Status: APPROVED le Date: 3/27/2017 Expiration: 09/23/2017 Parcel Number Applicant 94 NW 94 Street Miami Shores, FL 1131010340230 Block: Lot: SANTIAGO JIMENEZ ANTONELJ Owner Information Address Phone Cell SANTIAGO JIMENEZ ANTONELA 94 NE 94 Street MIAMI SHORES FL 33150- (561)596-7146 94 NE 94 Street MIAMI SHORES FL 33150- Contractor(s) HOME OWNER Phone Cell Phone Valuation: Total Sq Feet: $ 15,000.00 0 Type of Work: WINDOWS AND SLIDING DOORS 12 TOTAL No of Openings: 12 Additional Info: WINDOWS AND SLIDING DOORS 12 TOTAL Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $9.00 $3.30 $3.30 $3.00 $5.00 $220.00 $9.00 $12.00 $264.60 Pay Date Pay Type Invoice # WS-3-17-63410 03/27/2017 Credit Card 03/22/2017 Cash Amt Paid Amt Due $ 214.60 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUNjBING, MECHANIAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS constructio A that all more, I ing information is accurate and that all work will be done in compliance with all applicable laws regulating above -named contractor to do the work stated. fgnature: Owner / Applicant / Contractor / Agent March 27, 2017 Date Building Department Copy March 27, 2017 1