The URL can be used to link to this page

REV-17-2556(2)9 -3)w BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECE ,SEL OCT 262017 BC 2dU Master Permit No. I C - 1488 Sub Permit No. 7_e v 25s p ❑BUILDING ❑ ELECTRIC ❑ ROOFING l2rREVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: IV> I1>WE 9Sak. DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: ^'`a' , OWNER: Name (Fee +�Simple Titleholder): V`�„ � � Address: \�.7 wl,4,. "A�.k Flood Zone: NO BFE: FFE: Phone#: bOS • gelkk -Mock City: k-4),414. ...7 OMA State: Zip: DVV3 Tenant/Lessee Name: Phone#: Email: Q iC%A . CONTRACTOR: Company Name: M'?Arc lacn.sj [t)eSnCf Phone#: 1S4 • S C1ct 84N Address: 1 LS tiW i A V * W2.t 0 City: RI A a'1 '` State: -F \ Zip: 3313 AG, Qualifier Name: nc A Zi4T� Phone#: State Certification or Registration #: (.6 C, 131 .1 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: Value of Work for this Permit: $ 0 P State: Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ekj1-414: :) C A'lenq tNY\ pfq ru.4 / p 1` 6Ud nSc71(0,301.1- ,C) dcuw- Specify Specify color of color thru tile: Submittal Fee $ Permit Fee $ S - CO CCF $., Scanning Fee $ CX'Radon Fee $ DBPR $ n Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ i / 101) 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 approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this au day of 0GU� ►\i l\` WA LAI) , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this , 20 � , by akk day of 0a3bili , 20 V. , by Sign: Print: Seal: 4:0Y)14.?: ARTUROALFONSO IA, Nr MY COMMISSION # GG 075921 's EXPIRES: February 22, 2021 ti/aOF t��•, Bonded Thru Notary Public Underwriters N3;:\� t\ZA , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: * iclos • �tP.°Y''•• ARTURO ALFONSO .q. •� , MY COMMISSION # GG 075921 IYM - ,��•;• EXPIRES: February 22, 2021 :g t0 ••' Bonded Thru Notary Public Underwriters APPROVED BY "d Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 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: one:DESCRIPTION: Series "SH -7700 (Flange Frame)" Aluminum Single Hung Window — L.NLL 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 Iogo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOt( shall Vie' pj ov i d: tq tLie.user by the manufacturer or its distributors and shall be available for inspectigq at the:jcdo citaat►the rhgUgst of the Building Official. This NOA revises and renews NOA No. 14-090§.f0 aiid cci isists of thts page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed lir Mhnue4PgreaR.E. • ••••. •••• •' •• NOA No. 16-1003.01 • • • • • Erairation Date: December 27, 2021 December 15, 2016 Page 1 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy COUNTY APPROVED 4j2Approval Date: lS l ••. . ! •• .• •; •••• . • • .:. ;•• • •. 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 NDA 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, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A & B, dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-1009.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P • • •:::. (Subtjtitta under NOA No. 11-0705.09) 2. Glazing complies with ASTM•E13Obb-09: ; . : • •• ••: •.• ••• • •• rr� „f/ / Mani! erez, P.E. • ••. �' • Product Co Examiner •. . • ▪ •• ••• ••NOA No. 16-1003.01 • . • . • • • • lb.• :.. • : : Eipiration Date: December 27, 2021 • approval Date: December 15, 2016 ••. . E-1 • . • • . • • • • . • • . • •.. • • •:•• •• •• • • • ••. • • • •• • • • ••• •• • • .•• • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "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 Interlayer" 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, HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.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. • • 000 • • • . .•• • • • . . •4411 • 0000 ▪ • 000000 • • •• . • • • • • Product Control xa ' � mer • •• •. •• • • NOA No. 16- i 03.01 ' • • • • . • • • • • • •• Eaafration Date: December 27, 2021 approval Date: December 15, 2016 WA - Manuel P ez. ' .E. •0• • •• •• •• • • ...: •. •••00• •0 • . • • • •• ' • •• 0.• •• • •• E-2 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 "HS -8700 (Flange -Frame)" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C, dated 02/10/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA sh?at1 be:p;olidedto. the itsier by the manufacturer or its distributors and shall be available for inspection at•the jol sd ;thi resie$ of the Building Official. This NOA revises and renews NOA No.14-090 44 et42 cottistl Of hil; pa:ge 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m iamid ad e.eovlec onomy 40117 • + • • • • ••• • ..• • • •'• •; • • • • • • • • NOA No. 17-0222.14 • • • 'Expiration Date: April 11, 2022 Approval Date: April 13, 2017 ••• • • • • ••• •• Pagel • • • •.• •• ghee• • .•• •• •• • • • • + • ' • • ••• •' '• Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C dated 02/10/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per 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 an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under 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. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET -10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-30491, 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 NDA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configu tioti' prtpo real by. Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-32513 a4ed (1_ /25ia, 9iigned and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) • ••• •• • ••. • • • • • • ' •• •.. •• .' • ••. . ..• • • • • • • 1 Perez, P.E. • Product on o1 Examiner • • • .. NOA No. 17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 •S• _-1 • • • •.• • • • • • ••.• • • • • •• .•. • •• •• . • • • • • • • • • ••• •' '• Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, RETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS • •' : ` • • • • • 1. Notice of Acceptance No. 14-091j.11•rssxe tb lKtt rax America, Inc. for their "SentryGlas® (Clear and White) Ctss Intedayeri".sated 06 5/ •, expiring on 07/04/18. • •••• • ••• • • • • • .• • •• •• ••• • ••i • • • ••• • • E-2 • • . • •• •• ••• • • • • • • ••• • . • • • ••• • • • • • ••• Ma. +el ' rez,P.E. • • • • • • Product C ntro xaminer • • • • NOA o. 17-0222.14 • Expiration Date: April 11, 2022 Approval Date: April 13, 2017 • • • • • • • • • •• •• Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), dated February 16, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-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 NOA No. 11-0705.10) 4. 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 NOA No. 11-0705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-022705) G. OiHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. • • •• '' •• • •• • ...• ... • . •• • . • .•. Manu- P.E. • • • • • '•.. • • • • • • Product Co rol E - miner ' •• '• NOA -0222,14 ' 'expiration Date: Apri111, 2022 • • •• •• Approval Date: April 13, 2017 • E 3 • • • • 1 •:' : • • ••• • • INSTALLATION ANCHORS• (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET 48' WINDOW FLANGE FRAME WIDTH 13 3/4' ---- MAX. O.C. C O z a y 2 10 1/4' MAX. ABOVE MEETING RAILS EXT. & [NT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: M ox.,,D.L.O. Width 1 II p =;:43 9/16"; al Pr 4 HO rn ° II }� /II � PFFic O +.. _O_1 0 J C n — I I p m J ”` "'SSS I � / i; I L J O X p - II �� , I IK I I 4700D' WINDOW BUCK WIDTH 48" x 78" EQUAL LITE ELEVATION * INCLUDES UN—EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) WINDOW BUCK HEIGHT INSTALLATION ANCHORS (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET 44) 53.125' WINDOW FLANGE FRAME WIDTH 10 15/16' MAX. O.C. In uo =a W W • O aR' 2 N W N zLa Lay Q I 4 O co 2 3x f INSTALLATION ANCHORS - (A) 4 MAX. AT FRAME HEAD (0) NONE PER FRAME SILL CC) FRAME JAMBS (SEE SHEET 114) 53.125' WINDOW FLANGE FRAME WIDTH /�\ ALL CORNERS) V) - 10 3/16' 2 MAX. AB[1VF _ MEETING RAILS 3 AT 3 6 MEETING a I RAILS z I' W 3 9 1/2' MAX. BELOW MEETING RAILS MAX.. -J dg 11/16. 11 B II II II II m o� 11/ I 6 II 11 X -a- a Max_ U.L.O. Widt(i ii II 1 II p I II rn 11/1q,,y' :;_////.., /rI II I g „ . II }� /II � PFFic O +.. _O_1 0 J 1 , - I I I p m J ”` "'SSS I I N II �� , I IK I I .c x Q p SERIES -7700 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-09. 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 (O.C.) AND AS TABULATED ON SHEET 4. 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 SHEET #3), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) 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 MOST 8£• PRESSURE ;TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATIc . (SE4 s'- E'I #2 SFO% &TAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIAIiQE' 4/11:111ZH •�Oj4:T•HC•G�APTER 24, SECTION 11.3.3.3. • • • • • 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHI3R •'HYPES •CIF 1+41#4(1—DApE OUNTY APPROVED WINDOWS USING A MIAMI—DADE COUNTY AFISROIIED•MULIONIN BrTWEESI•ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROfa.THE :WINDOM% CSR MISLI,IOII& APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. ••• •• •• 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS 14.) ALL METAL/STEEL IN CONTACT WITH ALUMU.LJJul •OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION _200t8II1 pF• R HE• 2014 FLORIDA BLDG. CODE. • • 1 - ••• • • •. •. : • • • • • • ••. ••• •••• �z 1 ?r5' WINDOW D.(.1< WIDTH 1 .XI & INT. FALSE COLONIAL 6.(MAX.-TYP. ALL CORNERS) W J a W z 2 0 0Z a f f f 9 3/8' IMAX. ABOVE w MEE1ING RAILS > 0 — 1 AT 0' • 5' MEETING ? i RAILS 3 f 0' 10 3/4' IMAX. BELOW _ MEETING RAILS 6 MAX. f UN -EQUAL LITE RADIUS ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) MIIN1INS ARE APPLIED W/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 13 3/4' !-� MAX. O.C. tt 6' IMAX.) WI UN-EQU ' ELI ATIO (LIMITED TO 04ASH F 4 0 SINGLE HUNG IMPACT WINDOW - FLANG INSTALLATION ANCHORS: ---- -- - (A) 4 MAX. AT FRAME HE'.11 \ CB) NONE PER FRAME SILL' CC) FRAME JAMBS (SEE SHEET 114) WINDOW 53,25, .RECEIVED FLAI13E'FRAME WIDTH 13 3/4' 1 MAX. O.C. c 6' (MAX.) 2 0 a a In2 2 f ti 0 0 3 J a (TYPICAL AT ALL CORNERS) 9 5/B' $MAX. ABOVE MEETING RAIL 6' MEETING I RAILS, 9 1/4' MAX. BELOW MEETING RAIL OCT 2 6 `1017 C LI n r !I I' II// II • :11 0 II MO D.L.O. With 1 II =::48 11/16 I! II II =1i48 11/1q,,y' :;_////.., /rI II I g „ . II }� /II � PFFic II I/ / II / I tl +.. _O_1 0 J 1 , - I I I p m WI UN-EQU ' ELI ATIO (LIMITED TO 04ASH F 4 0 SINGLE HUNG IMPACT WINDOW - FLANG INSTALLATION ANCHORS: ---- -- - (A) 4 MAX. AT FRAME HE'.11 \ CB) NONE PER FRAME SILL' CC) FRAME JAMBS (SEE SHEET 114) WINDOW 53,25, .RECEIVED FLAI13E'FRAME WIDTH 13 3/4' 1 MAX. O.C. c 6' (MAX.) 2 0 a a In2 2 f ti 0 0 3 J a (TYPICAL AT ALL CORNERS) 9 5/B' $MAX. ABOVE MEETING RAIL 6' MEETING I RAILS, 9 1/4' MAX. BELOW MEETING RAIL OCT 2 6 `1017 C LI .._s® Mo S, D.L.O. W;rJth L =1i48 11/1q,,y' :;_////.., /rI II I g „ . b PFFic I I p m ”` "'SSS D. 31_C II II n �� , I IK I I .c x Q p Q r7 II r. ^ SUBJII ;;TATS ` — EXT. R. INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 52.125' - WINDOW BUCK WIDTH EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) co to _ co M re) I N • aw 0 0 0)o �M Z I j 0 Z 0 CI Lo LI -I CO M 0 0 z (n I.T.) 0 z W z a APPROVED co ITS. Miami Shcree Viii2.9e \iED DEPT SEPT 0 0 a a 10 COMPLY NCE WI fH ALL FEDERAL AND Cc tjN lf RLL.=S AND REGULATIONS PRODUCE REVISED As eAmplying will[, the Florida Building Code Acceptance No IG,•jC7"'�.i7 E ration Dera- By Miami 1/4'' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) t- 11"' i s tr zz 1 1/8' MIN. EXTERIOR GRADE PERIMETER CAULKING EDGE DI ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) — P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 9 4 4 a 4 v a's 4 ° v 4 • 4 1 1/4' MIN. 0 4 a EMBEDMENT 4 i• . °a n � EXTERIOR 0 SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS INTERIOR *14 S.M.S. V/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET *1 FUR MAX. FASTENER SPACING) LAM NATED GLASS .PT. WOOD BUCKS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET *1 FOR MAX. FASTENER SPACING) a QGl.1111Y„l1 S1a1YAL`Hl'h;;41.1h- �w 1 1/4” MIN. ,MBEDM NT EXT. GRADE CAULK .. 1 1/4' MW. EMBEDMENT 4 4 1 1/8' MIN. EDGE DISTANCE EXTERIOR EXTERIOR GRADE PERIMETER CAULKING *14 S.M.S. W/ 11/4" MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET tc1 FOR MAX. FASTENER SPACING) EXTERIOR GRADE PERIMETER CAULKING a 4 4 A 4 4 4 4 4. 4 4 4. 4 0 4 n 4 •• ••• • • • •• • •• • • —.-41-171171741" • J•• ••• • • . • . • . • 0 4. 44 d •G of 4 • • • • • . • ES( 6RAD6 000 • • 0 •• 1' MIN. DGE DISTANCE WINDOW FRAME VIDTH 1/4' MAX. SHIM TYP • •• • • •. •• ••• • • • • • • • ••• • • ••• 1S •• • • • • ••• • • • • • • 100 • • •• 1 BY OR 2 BY WOOD BUCK 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 #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPC❑NS 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) H O z O co co t0 M M E2 0 >= w J 0 W O (0 CO t0I rn t0 Ill 0 0 z a • CZ z_ U pr W CJ' z G=r CS z CS 0 0 0) W 0) DETAILS & NOTES z 0 U W 0 Iz 0 F z 0 iV O 0 0 0 z 1 c m 4 0 0 tV m 0 N a 0 U v 0 . a. Revised to Comply w/ 2014 FRC C. Compliance w/ FBC 5th Edition (2014) 0 0 0 rn o It i oto ak C 1 0 0.' Cs1 z 1 0 0 z 0 ��..0111151#1111e r �t45 •• �tl 44��,4j� •vy Sa 0.600' GLAZING DEPTH 'SILICONE OPTIONS', DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 LAMINATED GLASS COMPOSITION — TYPE 2 ITEM GLASS DESCRIPTION an 0 DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS-._ SAFLEX PVB by Eastman Chemical co. .vim _ AA90' 2 2 0.090' PLASTIC INTERLAYER -- Ilg•-35521e•-a = _ 3 0 0 0.340' — 3 1/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION — TYPE 3 ITEM CLASS DESCRIPTION an I Q DETAIL _ LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS .vim 0.090' PLASTIC INTERLAYERy�•ac•a SENTRYGLAS by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER i T 0 0, 034a•= -- --- -� 3 1/8' ANNEALED GLASS 0 F_) 0.34a LAMINATED GLASS COMPOSITION — TYPE 4 ITEM CLASS DESCRIPTION 1 0 DETAIL LAMINATE DESCRIPTION I 1/8' ANNEALED GLASS t .we' 1 - - - - AWAY } BUTACITE PVB by Kuraray America. Inc. 2 0.090' PLASTIC INTERLAYERy�•ac•a a---- = 3 1/8' ANNEALED GLASS i T 0 0, 034a•= LAMINATED GLASS COMPOSITION—TYPE 5 ITEM GLASS DESCRIPTION 0 DETAIL LAMINATE DESCRIPTION 1 1/8' FEAT-STRENGHTENED GLASS i . .- _ _- BUTACITE PVB by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER a RNSEEI r_ 3 1/8• HEAT-STRENGHTENED GLASS 0 0 a.340'= 0.600' GLAZING DEPTH "SILICONE OPTIONS'' DOW CORNING 899 SCHNEE-P4OREHEAD 5731 TREMCD SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE 6 ITEM GLASS DESCRIPTION © DETAIL LAMINATE DESCRIPTION 1 1/9' HEAT-STRENGHTENED GLASS • • • • • • SAFLEX PVB by iFBlitnan Chemical Co. • ••• • • • • • • • • • • • • .1/e - - _ 2 0.090' PLASTIC INTERLAYER I ■ ® .1/4' 3 3 1/8' HEAT-STRENGHTENED GLASS 1 ;�j'} ' = = I BUTACITE PVB by Kuroray America, Inc. 4 1/4' INSULATED AIR SPACE f I• I m-+�� _= 5 1/B' ANNEALED GLASS O 0 © [34o"— •• •• INSULATED LAMINATED GLASS COMPOSITION:TYPE 'i'• • ••• ITEM GLASS DESCRIPTION 0 DETAIL • •LLMINA'TIE I S_0___.,__. a1I 10Ii • • 1 1/8' ANNEALED GLASS • • • • • • SAFLEX PVB by iFBlitnan Chemical Co. • ••• • • • • • • • • • • • • _ 2 0.090' PLASTIC INTERLAYER .1/e ON - _i ® .1/4• �•_ 3 1/8' ANNEALED GLASS _ _ _ _ -- 4 1/4' INSULATED AIR SPACE .00'W ENM5I -- = 5 1/8' ANNEALED GLASS 0 0 I aa/re • • • ••• • • 1414 S.M.S. V/ 1 1/4 MIN. EMBEDMENT INTO VOID. (SEE ELEVATION AT SHEET 111 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAVSON INDUSTRIES, INC. .M --I/4' MAX. SHIM SPACE INTERIOR EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND VINDOW FRAME FLANGE BY INSTALLER (TYP.) VEATHERPROOF MOISTURE BARRIE BY OTHERS (TYP.) �IIIIA4R�;1 >,W.A .V //»? W.W.ttX,-0..W~ 4Kf K{off ff(4ifK{K f4 Kf K{K{Kf JAMS STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCH!TECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAVSON INDUSTRIES, INC. EXTERIOR EXT. GRADE PERIMETER CAULKING NOT 89 LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS CTYP.) WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN • • ••• • • • ••• • • • • • • •• •• ••• • • • • • • • • ••• •• • GLAZING DETAILS AND OPTYCINS •• • .• • • • • • • • • • • • o • • • ••• •• •• • • • i•• • • • • ••• • • • • R 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (STE ELEVATION AND DP TABLES FOR QUANTITY AND FASTENER SPACING) EXTERIOR GRADE PERIMETER CAULKING 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 MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. INTERIOR 1/4' MAX. SHIM # 12 S.D.S. X 1 1/4" L. SEE ELEV. FOR SPACING NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN l L PERIMETER SEALANT EXTERIOR E METAL STRUCTURE ATTACHMENT DETAIL WINDOW FRAME NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048") 6) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) cir) it z O IMPACT WIN INGLE HUNG FLANGE FRAME SERIES -7700 C/3 0 0 O 0 O Cr) 0 c5 Nz O) re I1" z 0 61 W 0 1 a: 4, 1. O a B. Revised to Comply w/ 2014 FBC C. Compliance w/ FBC 5th Edition (2014) 0 O w 1- c 0 0 SO $3i• 0 0 ral Z O m L. W z CL°1 'DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 3H VENTS WINDOW # + / - Pressures (psf) W IN DOW Jamb Glass Type Glass Type Glass Type WIDTH HEIGHT Anchors 4 5 6 19.125 50.625 80.0 60.0 80.0 80.0 26.5 50.625 26 60.0 80.0 80.0 37 50.6256 80.0 60.0 80.0 80.0 42 50.625 80.0 60.0 80.0 80.0 48 50.625 26 60.0 80.0 80.0 53.125 50.625 80.0 60.0 80.0 80.0 19.125 59 80.0 60.0 80.0 80.0 26.5 59 26 60.0 80.0 80.0 37 596 80.0 60.0 80.0 80.0 42 59 80.0 60.0 80.0 80.0 48 59 38.375 60.0 80.0 80.0 53.125 59 80.0 60.0 80.0 80.0 19.125 63 80.0 60.0 80.0 80.0 26.5 63 38.375 60.0 80.0 80.0 37 636 80.0 60.0 80.0 80.0 42 63 60.0 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 80.0 60.0 80.0 80.0 19.125 74.25 60.0 60.0 . 80.0 80.0 26.5 7 4.2 58 80.0 60.0 80.0 80.0 37 74.25 37 60.0 80.0 80.0 42 74.25 80.0 60.0 80.0 80.0 19.125 78 60.0 60.0 80.0 80.0 26.5 78 8 60.0 80.0 80.0 37 78 53.125 60.0 80.0 80.0 42 78 80.0 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW # Jamb Anchors + / - Pressures (psf) Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 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 • ' • • •;84.0. . • • 80.0 26.5 74.25 60.0 ., .8Q.4 ; ::: 230.0 37 74.25 60.0 " ••:804 •.• :'; $0.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 : •: • 80,9 ... • 80:0 19.125 78 8 60.0. • •1 ; • • 80 .•1 • ; : 8(I:0 26.5 78 60.0 ." • 80.;) -•' •.• 840 37 78 60.0 80.0 80.0 42 78 59.0 -:• : 19:0. ••. . /9.0 •: • •.. • • •0 0 0 : • .. 601 • • •' .t. • •• APPROVED CONFIGURATIONS UN -EQUAL LITE DESIGN LOAD CAPACITY (PSF) - EQUAL LITE WINDOWS WINDOW # Jamb + /- Pressures ant) Glass Type 2 Glass Type 3 Glass Type 4 Glass Type 5 Glass Type 6 Glass Type 7 WIDTH HEIGHT Anchors 19.125 26 80.0 80.0 60.0 80.0 80.0 80.0 26.5 26 80.0 80.0 60.0 80.0 80.0 80.0 37 26 4 80.0 80.0 60.0 80.0 80.0 80.0 42 26 80.0 80.0 60.0 80.0 80.0 80.0 48 26 80.0 80.0 60.0 80.0 80.0 80.0 53.125 26 80.0 80.0 60.0 80.0 80.0 80.0 19.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 37 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 19.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 26.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 37 50.6256 80.0 80.0 60.0 80.0 80.0 80.0 42 50.625 80.0 : 80.0 60.0 80.0 80.0 80.0 48 • 50.625 80.0 80.0 60.0 80.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 19.125 59 - 80.0 . 80.0 60.0 80.0 80.0 80.0 26.5 59 80.0 80.0 60.0 80.0 ' 80.0 80.0 37• 596 80.0 80.0 -60.0 80.0 80.0 80.0 42 59 80.0 80.0 60.0 80.0 80.0 80.0 48 59 80.0 80.0 - - - 80.0 53.125 59 80.0 80.0 - - - 80.0 19.125 63 80.0 800 60.0 80.0 80.0 80.0 . 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 -37 63 6 80.0 80.0 60.0 80.0 80.0 80.0 42 63 80.0 80.0 60.0 80.0 80,0 80.0 48 63 80.0 . 80.0 - - - 80.0 53.125 63 80.0 80.0 - - - 80.0 19.125 74.25 80.0 80.0 60.0 80.0 80.0 80.0 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 37 74.258 80.0 80.0 - - - 80.0 42 74.25 80.0 80.0 - - - 80.0 48 74.25 80.0 80.0 - - - 80.0 53.125 74.25 74.0 77.0 - - - 80.0 19.125 78 80.0 80.0 60.0 80.0 80.0 80.0 26.5 78 80.0 80.0 60.0 80.0 80.0 80.0 37 78 8 80.0 80.0 - - - 80.0 42 78 79.0 79.0 - - - 79.0 48 78 71.0 71.0 - - - 71.0 //. PRODUCT REVISED as emptying with the Florida Building Code Acceptance NI KO •+*mac . Eq►iration Cate WINDOWS AND CLASS DOORS MANUFACTURER OF QUALITY ALUMINUM PACT WINDOW 1+1 SERIES -7700 SINGLE HUNG FLANGE FRA z 0 a 0 z 0 c5 0 0 r a a. z (72 cti w 0 1 1 o 0 yr L7700-0901 o_ 0 0. 0 s 0 O. 0 re w s 01 La .0 V 0 0. 0 0 0 •, W 6 a 0 0, o. �f 0 A 0 z 0 N w V owl R$teere,, ( 4 , En � ° wayi w 0 APPROVED CONFIGURATIONS - EQUAL LITE FRAME HEAD L-7701 FIXED MEETING RAIL L-7704 1.094 FRAME TOP CORNER .062 O I 111111111141111111111% 2.285 2.651 ( 6083-T5 ALUMINUM ) FRAME SILL L-7702 ( 6063-T6 ALUMINUM ) FRAME HEAR FRAME JAMB L--7703 ( 6063-T5 ALUMINUM ) ( 6063-T5 ALUMINUM ) FRAME JAMA 1.441 --.781-- VENT INTERLOCK RAIL L-7705 O( 6063-T6 ALUMINUM ) rJ VENT BOTTOM RAIL L-7706 ( 6063-T6 ALUMINUM ) VENT JAMB RAIL L-7707 ( 6063-T6 ALUMINUM ) 010 FRAME 5111 FRAME BOTTOM CORNER 1.3751 VENT TOP CORNER .062 1 1165 BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063-T6 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 (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 I 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 148 X 3/4' P.H. PHILLIPS 10 FS -040 AS REQD. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL. 11 L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA. BULB #3033 12 PWS -003 AS REQD. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS -005 AS REQD. FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC -024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQ'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQ'D. 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 1X LATCH VENT LATCH SPRING STAINLESS STEEL 23 x AS REQ'D. GLAZING SILICONE SEE GLAZING @ SHT. 3 24 * 2 Laminated Glass SEE GLAZING DETAILS 25 HC -057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026-1 1 SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 x x * 31 SM -5504 AS REQ'D. JOINT SEALANT SM -5504 32 x AS REQD. PERIMETER ACRYLIC CAULK ❑SI POLYSEAMSEAL 1- In O tDto M 1 l0 Q 0 t0 01 o 0 U7 0 Z L.3 0 J Z uQ)wx 00 !1 z FRAME IMPACT CORNER ASSEMBLY DETAILS 1 u7 Cs. O 11) L7700-0901 1 i 1 m m 0 0 0 CeiN —1.075 —.1.235 0 . V VENT SPRING LATCH L-7539 GLAZING BEAD L-7708 GLAZING BEAD L-7711 GLAZING BEAD L-4204 ( 6063 -T5 ALUMINUM ) • •( •6068-'Y6 4. J NU�h• • •• • ,, • •• • • • . • II• • • -Ij1� .. . • • ••• .773-- • .•6 • .808 •� •• • •• • • • ••• • •• •• •• PRODUCT REVISER as complying with fins F1Gr da) Building Code Acceptant* Neo " O®3� C7 E peretian Date i W�� J ++°0+ ++e•° 1/ s .y 0z• • ® 0e •..a1" ..; c . in 0 i1) 0 0 ( 6083-T5 ALUMINUM ) ••• • • • 0 •- •• FRAME & SASH CORNER DETAILS • •. ti • ••• ••• •• • • • •••• • •• • • • ••• • •• ©Q► JA // a// // / \\ \\\ •.\\. Q \\ — // ,// ./ // o c, 0 © O ,' JA XO NOTE: OX 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al. 8, & 31" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D, & E" REFER TO SHEET #4 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0 \\ •.\\• \\ 0 1 • CD \\ \\\ •.\\. Q \\ — al ;., -k:' © /// XO NOTE: OX 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al. 8, & 31" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D, & E" REFER TO SHEET #4 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0 XOX -Equal Lite (I/3 -1/3-1f3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B. & 81" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "0, & E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0 a // //i •//- / .<,,, / //J/ •ti ••• . • .• •• • \\ \\ ' \\s ©�\r\• LV O al ;., -k:' © /// XOX -Equal Lite (I/3 -1/3-1f3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B. & 81" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "0, & E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0 a • • • • • • • • • • • • • • • • • ••• • • . ••• • • • • • • •• XOX - Un -Equal Lite (1/4-1/?,, 14) NOTES: • .' • ••• • ••• 1) REFER TO SHEET -2 OF 10 FOR INSTALLATION AJ HIR DETLL§ AVO NOT S! • 2) FOR VERTICAL CROSS—SECTION DETAILS "A. A* 8, &:/11'• SSIEET:#3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D. �c• E" •REFER• Ye SIVET #°S. • : • 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SI1%DLNG. wan' WINDOW APPROVED ELEVAT1QIS;•; ; General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. 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 (O.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 #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 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 GLASS 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. & [NT. 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 OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. eRODUCC REVISED as corrlplying with the Florift Building Code Acceptance hie �,�BrT 0� r�2•tzt Ex 'ration Deft to to 10 to t7 1-: ao" 10 01u) 0"0' ):� w • = op M o_ ess 0 cif) MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ANGE IMPACT WINDOW rn F z 0 z ra z traO Q w 0 a o. 0 O CO 1 HORIZONTAL ROLLING i 0 0 0 0 0 0 A 0 0 a • 1 1 0 w Z q ° 1 1 O Z / //J/ •ti ••• . • .• •• • t • • /// 0 /// © O ,' •g s•• • • • • • • • • • • • • • • • • • • ••• • • . ••• • • • • • • •• XOX - Un -Equal Lite (1/4-1/?,, 14) NOTES: • .' • ••• • ••• 1) REFER TO SHEET -2 OF 10 FOR INSTALLATION AJ HIR DETLL§ AVO NOT S! • 2) FOR VERTICAL CROSS—SECTION DETAILS "A. A* 8, &:/11'• SSIEET:#3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D. �c• E" •REFER• Ye SIVET #°S. • : • 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SI1%DLNG. wan' WINDOW APPROVED ELEVAT1QIS;•; ; General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. 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 (O.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 #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 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 GLASS 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. & [NT. 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 OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. eRODUCC REVISED as corrlplying with the Florift Building Code Acceptance hie �,�BrT 0� r�2•tzt Ex 'ration Deft to to 10 to t7 1-: ao" 10 01u) 0"0' ):� w • = op M o_ ess 0 cif) MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ANGE IMPACT WINDOW rn F z 0 z ra z traO Q w 0 a o. 0 O CO 1 HORIZONTAL ROLLING i 0 0 0 0 0 0 A 0 0 a • 1 1 0 w Z q ° 1 1 O Z TEST UNIT SIZE: 111" X 63" * y� INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE #3 & #4. TEST UNIT SIZE: 111" X 63" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & #4 63' OVERALL FRAME HEIGHT f 62' INTERIOR FRAME HEIGHT \NIAX70.C. 85 3/8' OVERALL FRAME WIDTH — 84 3/8' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +1- 70PSF (4 TOTAL) ►vtx _F. -41.375=i 14 (max. . ANCHOR NOTES: 1. SAME ANCHOR SPACING AT HEAD 8. SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS VITH DP ABOVE +70PSF / - 75PSF C4 TOTAL) $ [ARAL/ COLONIAL V V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. N "XOX" WINDOW EQUAL LITE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & 51' AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C. D. a E' AT SHEET 05 63' OVERALL FRAME HEIGHT r(Max'c 0.7 111' OVERALL FRAME WIDTH 110' INTERIOR FRAME WIDTH TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) 12" —1 (etAX, o.C.) TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS • (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 8 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB • SEE GENERAL NOTE #3 & #4. fAu. CORNETYPICALERS) 13 1/4' 0.C. g,/4• D.C. 13 1/4• E.C. 13 1/4' O.C. 10+ ••• • • •• ` • • ; .. , \ , O Il x • • . 11 t „ . \. CA b CO _ 1 •. ••• ,* P Mox.• yen t O.L.O•. Height = 56 7/16" a • • • 1 Max. 0.L.0. Width i iJ Mob. D.L.O. A)Pidth \\co Max. Vent D. .e Her.ht = 56 7/16" o, ANCHOR NOTES: 1. SAME ANCHOR SPACING AT HEAD 8. SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS VITH DP ABOVE +70PSF / - 75PSF C4 TOTAL) $ [ARAL/ COLONIAL V V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. N "XOX" WINDOW EQUAL LITE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & 51' AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C. D. a E' AT SHEET 05 63' OVERALL FRAME HEIGHT r(Max'c 0.7 111' OVERALL FRAME WIDTH 110' INTERIOR FRAME WIDTH TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) 12" —1 (etAX, o.C.) TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS • (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 8 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB • SEE GENERAL NOTE #3 & #4. fAu. CORNETYPICALERS) 13 1/4' 0.C. g,/4• D.C. 13 1/4• E.C. 13 1/4' O.C. 10+ ••• • • •• ` • • ; .. , \ , O Il x • • . 11 t „ . \. CA b CO _ 1 •. ••• ,* P Mox.• yen t O.L.O•. Height = 56 7/16" a • • • i iJ Mob. D.L.O. A)Pidth I 11 1• • •• • • • • • II11 I • 11 \ II jl 11 �11 II 11 !1 \ I� 11 fl \ \\ I\11 ,'lln 1 -------------------------------- 1 r fl it n .I Mox. Fixed D.L.O. Height = 57 9/16" Mo>Z) D.L.O. +},)Idth / /// • \ •<;\\ •\\ Mox. Vent D.L.O. Hei.ht = 56 // ANCHOR NOTES: • • • • • • • 1. SAME ANCHOR SPACING AT HEAD 8. SILL / 2. TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS VITH DP ABOVE +70PSF / •i•6VSR t4 TOTAi) • .'�XXOX" V INDOW — UN—EQUAL LITE • • • 1•S RtICAL:C1111-SECTION DETAILS 'A, Al, B, & BY AT SHEET 03 • • • Q• SSE •IORIBONTA1• CBC4iSSS-SECTION DETAILS -c, D, 8. E' AT SHEET 115 • i • 1 -ALL CORNERS) 13 1/4" O.C. 13 1/4' D.C. 13 1/4. O.C. 13 1/4- UC. 5' 1 E APPLIED V/SILICONEOANDIARE AVAILABLE AS OPTIONAL. 1 63' OVERALL FRAME HEIGHT x La W Y W N 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH — TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) I— (MAX.40:.) 4 1/2 5' I--14 f (MAx. o.c.)1 7 (TYPIC AT 1 13 1/4" 0.C. 1/4' D.C. 13 1/4• O.0 13 1/4' O.C. ANCHOR NOTES; 1. SAME ANCHOR SPACING AT HEAD B SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL> "XO" WINDOW EQUAL LITE NOTES: ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, E. Bi" AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET R4 EXT. 8. INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. PRODUCT REVISED at complying with the Building Code M Accepfelnee Nat % - 022 Expinitm D e to !o M a N O_ poi lr 0 -J J IS Z o W CO X a O to tO 00 to Of to in O ii U) (1) z MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ROLLING FLANGE IMPACT WINDOW a z .O A4 0 0 0 1~ co 010 1 cc 0 r.. 0 L8700-0901 1 0 tl9 N C N r1 0 W z 9 V 11 Mo>Z) D.L.O. +},)Idth • II n � 11 ii II n i� ---- '�------"-LL--------u------- 11 1r u a W 11 t \\ `I , W 11 t ♦♦♦ r I 11 1 \ / ------t-------4---j-----4,\-----4--'------- i n Ir ;i n It Max. Fixed D.L.b. Heig t '= 57 9/16" • \ •<;\\ •\\ Mox. Vent D.L.O. Hei.ht = 56 7 (TYPIC AT 1 13 1/4" 0.C. 1/4' D.C. 13 1/4• O.0 13 1/4' O.C. ANCHOR NOTES; 1. SAME ANCHOR SPACING AT HEAD B SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL> "XO" WINDOW EQUAL LITE NOTES: ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, E. Bi" AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET R4 EXT. 8. INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. PRODUCT REVISED at complying with the Building Code M Accepfelnee Nat % - 022 Expinitm D e to !o M a N O_ poi lr 0 -J J IS Z o W CO X a O to tO 00 to Of to in O ii U) (1) z MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ROLLING FLANGE IMPACT WINDOW a z .O A4 0 0 0 1~ co 010 1 cc 0 r.. 0 L8700-0901 1 0 tl9 N C N r1 0 W z 9 V 1/4' TAPC❑N W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE 4: a 4 1 ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL GYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 1/4' MIN. a a.EMBEDMENTT 4. l p T T a 4 4. EXTERIOR GRADE PERIMETER CAULKING I/4' MAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND EXTERIOR INTERIOR LAMINATED GLASS 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. 'nvfY T,1:0 il / f1' MIN. ,WrY EDGEfr 'ty ),flyyof 4,V #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INT❑ WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 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. EXTERIOR GRADE PERIMETER CAULKING 1/4' MAX. SHIM SPACE CTYP.) 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 OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. 'WV War 7'! a 4 4 4 1 1/4' MIN. • '•• Ol$EDAICNT =r 4 :.. : • 4 •.,p • •4 • • /I a 4 J 4 EXT. GRADE CAULK 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) .• ••1/4' MAX. cSHIM SPACE C TYP.) •eo • • :4. 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • ••• • • 4. 4 4 1 1/8' MIN. . EDGE DISTANCE' OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" O 4 1 I/4' MIN. EMBEDMENT M 4 4 o v 1/4' MAX. SHIM SPACE (TYP.) 4 PRODUCT REVISED os complying with the Florida Building Code Acceptance No apitatioa Date to „vile Dade i 1- O rn CO so 01"- 01 M a 0 -J O 0 r m d u 0 z 4 1 S. $Q 1 z N U) 14 z MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS 1 a 0 ts. 0 L8700-0901 0 0 . 10 O 2 C4 u 1 1 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1. ALL 41:10D 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 2X 1 1/4' MIN 1' MIN. EDGE DISTANCE EXTERIOR WALL FINISH BY OTHERS (TYP.) ® @ 1/4' MAX. SHIM SPACE CTYP.) 0 0 EM: ENT1, 1WY11W '. {{{fEfEEEE-4440<{{EEE ”»» »}}}}}},3,* » rW fffEE««fllFl{({{ffff llfffE W' >, ' fff • 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 CTYP.) LAMINATED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LOCK (LATCH AND SWEEP)_•OPTIONS • • • • • 1. BOTH EXTRUDED ALUMINUM AND PLASTr UF?.1i AIOLE. LOCKS ARE QUALIFIED FOR USE C3j •ALS •WINIIQ11S! • • 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER' nal VIlit• • • • • • • • • • • ▪ • • • .• •. • • • 2• •_• 606 • • 060 • • • • _• • • •• ••• ••• • • • .. • EXTERIOR ()El:1 73' MAX. WINDOW FRAME BUCK WIDTH 1/4' MAX. SHIM SPACE CTYP.) ix .P T. WOOD BUCKS 4 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INT❑ CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) IC1:L:1111',AV :WN,W,Willt 1,1;.G1. d 1 1/4' MIN. 1 EXT. GRADE CAULK 74' MAX. WINDOW FRAME FLANGE WIDTH EMBEDMENT 1 1/8' MIN. EDGE DISTANCE 6. "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) 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 CTYP.) 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 #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 REVISED as ow* Ong with the Florida. Building Code Acceptance No Hsi 4.,', Bate ./4 By Mi .I/. r Dade Prodltact" ca a to co t0 M M I tt) O to 0 17E.�. an OO e� Z w• Z0 ,inw= CO tL z 0) z MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS HORIZONTAL ROLLING FLANGE IMPACT WINDOW 0 d (J.1 1 a 0 0 0 0 rn a O 0 5 f 1 z No Change this sheet 'B' - Revised date for the FBC-2014 0 0 toon og mi s$ 0 c U 0 o• iio 15 0 z 1 0 z 1 c 0 # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WORD EMBED (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND LAMINATED GLASS EXTERIOR 1/4- MAX. SHIM SPACE (TYP.) .41 -41111 A111%111111H1: ;1', 1/4' MBEDM 11- pi 1:1! 1S,` 1 �,1, 111t11:1t. .a 1 1/4' MIN. EMBEDMENT 4 .PT. WOOD BUCKS 1/4' TAPCDN W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) a 1 1/B' MIN. EDGE DISTANCE 4 EXT. GRADE CAULK EXT. GRADE CAULK 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. WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE ANCHORS NOTE: ANCHORS T❑ 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.rN1TVI OQD:o •. ; C❑NC. (REFER TO LOAD TABLES FOR QUANjITIE.g R IIQED): • • • • • • . •. • • •• • • • • •• • • • •• •• . • • •• • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • ••• • • • 000 • • • • 000 • • • . • • • • • • • • • • ••• • • • • • • • • • • • • • .••. • • . 000 • PRODUCTREVISED ascomplyingwickthenorida Building Code AmsvauseMi 'ration Date too wt° tD .r)l H� wa(0 0 o(-2— of 0 u7 •btgl J Z In w CO M 0 ciD 1, U MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS C i w 0 0 z 0 V 0 d d 0 V :4? $W a 8o 0 to a a ,a Notes 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON; WIDOWS. WITH •+70.0 EP tIr BELOW (WINDOWS WITH GLASS TYPEF "t, B� C , • & D") • • • 3.) SILL WITH RISER ADAPApii AVE FOR. WINDOWS AB®VE•+70.0 DP (WINDOWS WITH GLASS TYPES E, l"') 'AND +e0.0 BP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE .20.2. (SEE.EL,E 4't[ODI AT.SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYP3S ;A, c; (V :G" :NSTAL.LE) ABOVE 30FT. IN THE HVHZ, THE I.G. ETTEPSI.OR, 3.I'AE SHALL - E• TEMPERED. ••• • • • ••• • • as complying with A I# Mi Building Code ' M c eptant * No Etatei SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) 1- 10 53 Coco M 1 .o QIO 0 coin L. M Lai � o -J Z 0 IQnwx CO 2 0- w rn z MANUFACTURER: OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS IMPACT WINDOW z z 0 z 0 0 00 to 47. 0 0 0 m 1 h 0 03 O 0 O i CO 0 0 0 z 0 z 1 U DESIGN LOAD CAPACITY (PSF) - OX or XO WINDOWS WINDOW # Jamb # H & S Anchors +/- Pressures (pst) Glass Type "A" (* 2) Glass Type "B" (* 2) Glass Type "C" (*2) Glass Type "D" (* 2) Glass Type "E' (* 3) I Glass Type"r (* 3) WIDTH HEIGHT Anchors + psf 1 - psf + psf _ - psf + psf - psf + psf - psf + psf 1 - psf + psf 1 - psf 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 _ 80.0 80.0 80.0 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 80.0 800 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 . 70.0 80.0 80.0 80.0 . 80.0 60 48 4 6 65.0 65.0 65.0 65M 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 .80.0 24 60 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 - 36 60 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 4860 5 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 _ 60 5 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 60 5 6 65.0 65.0 65:0 65.0 70.0 70.0 70.0 - 70.0 - - - - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0. 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 . 70.0 70.0 80.0 _ 80.0 . 80.0 80.0 53.125 26 3 6 65.0 65.065.0 _ 65.0 70.0 70.0. 70.0 70.0 • 80.0 80.0 80:0 80.0 74 26 3 6 65.0 65.0 - 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 _ 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.070.0 80.0 80.0 . 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 _ 70.0 80.0 80.0 80.0 80.0 26.5_ 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.065.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 , 70.0 70.0 70.0 _ 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 , 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 63 6 6 4 6 • • '. 65 • •• 64V -.°E ; • 615.0 • • :6S, j ;. 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 m 53.125 74 63 6 8 • •' 65.D •.: '.' 65.0 ..' 65.0 65.0 65.0 70.0 - - - - - - 1 Notes 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON; WIDOWS. WITH •+70.0 EP tIr BELOW (WINDOWS WITH GLASS TYPEF "t, B� C , • & D") • • • 3.) SILL WITH RISER ADAPApii AVE FOR. WINDOWS AB®VE•+70.0 DP (WINDOWS WITH GLASS TYPES E, l"') 'AND +e0.0 BP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE .20.2. (SEE.EL,E 4't[ODI AT.SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYP3S ;A, c; (V :G" :NSTAL.LE) ABOVE 30FT. IN THE HVHZ, THE I.G. ETTEPSI.OR, 3.I'AE SHALL - E• TEMPERED. ••• • • • ••• • • as complying with A I# Mi Building Code ' M c eptant * No Etatei SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) 1- 10 53 Coco M 1 .o QIO 0 coin L. M Lai � o -J Z 0 IQnwx CO 2 0- w rn z MANUFACTURER: OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS IMPACT WINDOW z z 0 z 0 0 00 to 47. 0 0 0 m 1 h 0 03 O 0 O i CO 0 0 0 z 0 z 1 U DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un -Equal Life (1/4-1/2-1/4) + /- Pressures (psf) FRAME SIZE WIDTH 1 HEIGHT #Jamb Anchors #HAS Glass Type "B" (* 2) Anchors + psf 1 - psf Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) + psf - psf + psf 1 - psf + psf - psf Glass Type "F" (* 3) Glass Type "G" (* 2) + psf - psf + psf 1 - 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 7 5.0 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 7 5.0 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 60 36 3 7 80.0 , 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7 5.0 52.0 52.0 65.0 75.0 80.0 80.0 80.0 65.0 75.0 65.0 7 5.0 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 7 0.0 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 7 5.0 52.0 52.0 65.0 75.0 84 48 4 8 52.0 52.0 65.0 75.0 65.0 7 5.0 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 48 4 11 - 52.0 52.0 65.0 75.0 65.0 7 5.0 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 60 5 7 52.0 52.0 -65.0 75.0 65.0 7 5:0 52.0 5 2:0 65.0 75:0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 7 50 52.0 52.0 . 65.0 75:0 96 108 74 60 60 26 5 10 52.0 52:0 65.0 75.0 65.0 7 5.0 52.0 52.0 . 65.0 75.0 5 11 - 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 7 80.0 80.0 ' 80.0 80:0 65.0 75,0 65.0 75.0 5210 • 52.0 65:0 75:0 74 38.37 5 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 74 50.625 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. 5 2:0 65.0 75.0 74 63 5 7 - 52.0 - 52.0 • 65.0 75.0 65.0 75:0 • 52.0 52:0 65.0 75.0 79.5 26 3 9 52.0 52.0 65.0 75:0 65.0 7 5.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52 :0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.62 5 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 5 2.0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52:0 52.0 65.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 06 .25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 7 5.0 52.0 52.0 65.0 7 5.0 106.25 50.62 5 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 1 06 .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 7 5.0 52.0 52.0 65.0 75.0 111 38.375 4 .11 52.0 52.0 65.0 52.0 65.0 75.0 111 50.62 5 4 11 52.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 52.0 52.0 65.0 75.0 75.0 65.0 75.0 1 11 Notes 63 5 11 52.0 I .) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS et,70.0 op BELOW 3.) SILL WITH RISER ADAPTER ARE FOR• WINDOWS AB4VE 41+70.0 DP (WINDOWS WITH GLASS *SIPE§ ."E, ifc• t"). IAD +.100 al 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 TYPIS :A, C: r-VS-CALLEV ABOVE 30FT. 52.0 65.0 75.0 75.0 52.0 PRODUCT Av Lbw etimplying with -the Floral ceepteece No 'ration Dote 17777 Dade _ 52.0 65.0 75.0 SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF co (00 to co o o CI 1.1 co 2 0- c::4) cif) cfC CY 0 0.. 0 0 0 L8700-0801 No change this sheet ru en 0 32 .14 E 13 Oa 5 Li 1 0 git // // // // // // 75.0 52.0 PRODUCT Av Lbw etimplying with -the Floral ceepteece No 'ration Dote 17777 Dade _ 52.0 65.0 75.0 SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF co (00 to co o o CI 1.1 co 2 0- c::4) cif) cfC CY 0 0.. 0 0 0 L8700-0801 No change this sheet ru en 0 32 .14 E 13 Oa 5 Li 1 0 git DESIGN LOAD CAPACITY (PSn - XOX WINDOWS with Equal Lite (113-1/113) + 1- Pressures (Pat) a FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) WIDTH HEIGHT _ Anchors Anchors + 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 uNnUTRxE, INC. MANUFACTURER; OF,QUALITY 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.-0 52.0 65.0 75.0 84 - .. - 60 5 .9 - - - . , 52.0 52.0 65.0 75; 0 _ 65:0 75 0 . 52.0 52.0 65.0 75: 0 r 53.125 " - 26 - 3 ' 6 ' 80.0 80.0 80.0 • 8(10 65.0 75.0 65.0 75.0 - .52.0 52:0 " 65.0 75M 53:125 38.375 4 6 80.0 80.0 - 80.0 80:0 • 65.0 75.0 65.0 . 75.0 52.0 520 65:0 75.0 53.125 50.6254 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 53.125 58 5 .. 6 - - 52.0 52:0 65.0 75:0 65.0 75:0 L 52.0 - 52.0 . 65.0. 75.0 53.125 63 5 6. - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 _ 75.0 65.0 75.0 52.0 _ 52.0 65.0 75.0 74 38.375 4 _ . 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 .. 65.0 75.0 74 .50.625 .4 9 - . - 52.0 ..52.0 65.0. . 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 74 58 5 .9 - - 52.0 . 52:0 65.0 75.0 65.0 75:0 52.0 52.0 65.0 75.0 74 63 5 9 - - _ - 52.0 52.0 65.0 75.0 65.0 _ 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.052.0 52.0. 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 _ 75.0 52.0 52.0 65.0 . 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 , 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 . 65.0 75.0 65.0 75.0 52.0 52.0 ' 65.0 75.0 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •RODUCT • • • REVISED • • • •:, ••• ••i •i •• i i •.• Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. I COMply� wilt tI Florida Budding Code Acceptance Nu 1 02 2 14 Ci `�.• •a' \� SILL RISER - ❑PTIONAL 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW • •••• WITH GLASS TYLES.A. B.'�. gc ��) . . . \� i �� \ \\� �/ �� Ea; Date WI!, %� is 1%� y , !am; 3.) SILL WITH RISER ADAPTER. Ad t FOR°WiNOWS•A1IOU ;x70.0 DP (WINDOWS WITH GLASS t/gES:"E. &.i;) •Aj+1D +End De•MAX. ' \\S \\ .\' V/ . // 1 i:. DudePrndii r a^` 1 ,t,(WINDOWS \ APPLIED WITH SILICONE �� 1 1 FOR DP ABOVE +70.0 PSF m�� t (+80.0 DP MAX.) G, i ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) + \ �' I 4.) WINDOWS WITH GLASS TYPE • h. C. !Olt Q" 4I*. T D! ABOVE 30FT. / IN THE HVHZ, THE I.G. EXRIDR LUG MALL BS TEMPERED. XOX E ual Lite 0.600' GLAZING DEPTH 'SILICONE OPTIONS'% DOV CORNING 899 SCHNEE-HUREHEAD 5731 TREMCO SPECTRUM 2 LAMINATED GLASS . COMPOSITION - TYPE B TEEM GLASS DESCRIPTION 10 DETAIL © DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS 1 -__' =-= IR AFLLX PVB by Eastman Chemical co. 2 0.090' PLASTIC INTERLAYER _ _ - ��-_ _- 3 1/8' ANNEALED GLASS 4 0 G) 0.34D• LAMINATED GLASS COMPOSITION - TYPE D _ mkt GLASS DESCRIPTION 10 DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS .1/Ir _ ='__ - - BUTACITE PVH by Kurprny Anerkp, Inc. 2 0.090' PLASTIC INTERLAYER SAFLEX PVB by Eastman Chemical co. _ _ - 3 1/8' HEAT-STRENGHTENED GLASS 5632Ell ' O is a34r LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION i 6.1 DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-$TREAIGHTENED GLASS 2 - -• _ ._.._ D SAFLEX PVB by Eastman Chemical co. 2 0.090' PLASTIC INTERLAYER I 5632Ell ' ---= 3 1/8' HEAT-STRENGHTENED GLASS 0 0 104r LAMINATED GLASS COMPOSITION - TYPE F ITEM GLASS DESCRIPTION j O DETAIL LAMINATE DESCRIPTION PVB by Kurer=-= KuraAmerica.Amera. Inc. 1 1/8• ANNEALED GLASS 2 - -• _ ._.._ D - SAFLEX PVH by 2 0.090' PLASTIC INTERLAYER I 5632Ell ' 4 O 0 aa4o- 3 1/8' ANNEALED GLASS ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078' MIN. THICK) 1* 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATK)N AT SHEET #2 FOR MAX. FASTENER SPACING AND DP TABLES FOR QUANTITY) NOTE: THE LOWER PRESSURES OF tt THE WINDOW OR MULL SHALL GOVERNI1 EXTERIOR GRADE PERIMETER CAULKING 0.600' GLAZING DEPTH 'SILICONE OPTIONS': DOW CONING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 INSUTATED LAMINATED GLASS COMPOSITION TYPE A ITEM GLASS DESCRIPTION©DEi'AIL 4.4 DETAIL _ LAMINATE DESCRIPTION 1 V8' ANNEALED GLASS BUTACITE PVB by Kuraray America, Inc. .1 . 2 0.090' PLASTIC INTERLAYER [ T ■ ® VI - SAFLEX PVH by 3 I/O' ANNEALED GLASS -/�r- -- _ __ aye• -- - Eastman Chemical co. _ 4 1/4' INSULATED AIR SPACE • t: ST IP -= 5 •1/8' ANNEALED GLASS (a) 0 0 4) a340•- INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM GLASS DESCRIPTION 4.4 DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS BUTACITE PVB by Kuraray America, Inc. a . i_ 2 0.090' PLASTIC INTERLAYER ■ ® .1/4' 3 1/8" ANNEALED GLASS i^ j] t•ta� >• I I --.'IT 4 1/4' INSULATED AIR SPACE I. SiZ�� _ = 1 5 1/9' ANNEALED GLASS <•> 0 F> `U X40 T • INSULATED LAMINATED GLASS COMPQSITIOjV: @ D 111. • • Tip( (I : : .: • ITEM GLASS DESCRIPTION : etY6A't• trIOj1 1 1/8' HEAT-STRENGHTENED GLASS FRAME HEAD 6063-T6 ALUMINUM 2 0.090' PLASTIC INTERLAYER ■ ® 1/4 BUJACI byrlC 3 1/8' HEAT-STRENGHTENED GLASS L-7701 > u _ • steB IAuraray AaeIr.s • • • • • • • •• • • • 6063-T6 ALUMINUM tttts>r _ 4 1/4' INSILATED AIR SPACE FRAME FIXED MEETING RAIL : 34- "+Q8 5 1/8' ANNEALED GLASS <•) 1 0 ' awe 01) WINDOWS WITH GLASS TYPES 'A, IN THE HVHZ, THE I.G. EXTERIOR GLAZING DETAILS C, OR G" INSTALLED ABOVE 30FT. LITE SHALL BE TEMPERED. PERIMETER SEALANT 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048") 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL EXTERIOR E2 FRAME MULLING DETAIL • SEE MULLION APPROVALS FOR - MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. • ' :•NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN' 1/4'. MAX. SHIM INTERIOR O 12 S.D.S. X T 1/4' L. (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) WINDOW FRAME NOTE: 1 • ••• • • • • :• 000 • • • •... • • •• • • • • • • AND ©P3'I0IM: : : . •• -- -- ••• • • • ••• • • 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 1 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 REQ'D. GLAZING BEAD C 3/8' > 6063-T5 ALUMINUM 12 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS 08 X 3/4' P.H. PHILLIPS 13 FS -040 AS READ. INSTALLATION SCREWS 014 SMS F.H./PHIL. 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULB 03033 15 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 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 REQ'D. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM 19 PWS -001 AS REQ'D. PILE C GLAZING BEAD .187' w x .150' h 20 . L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 x 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SILL RAIL ASSEMBLY SCREW 118 X 2 1/4' P.H./PHIL. 26.1 HC -044-1 2 WEEP FLAP & BAFFLE a 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 112' X 1/2' X 2' L. 27 HC -040-1 - 2 SASH ROLLER & HOUSING a 28 HC -026-1 1 SCREEN FRAME & MESH a 29 w 1 ATTACHMENT SCREW 2. CLIP 08 X 5/B' S.D.S. 30 HC -058-I 2 VENT SWEEP LATCH MOLDED NYLON 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 I X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 at 2 LAMINATED GLASS See Details 8 L.H. of sheet 9 34 as AS REQ'D. GLAZING SILICONE See Details 2 L.H. of sheet 9 35 OPTIONAL AS REQ'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM -5504 AS REQ'D. JOINT SEALANT at 37 a AS REQ'D. PERIMETER ACRYLIC CAULK ❑SI POLYSEAMSEAL PRODUCT REVISED 88 complying Wertnthe Ponca Building Cods Acceptance No Dete cif)0 r"1 U z 1-1 WINDOWS AND CLASS DOORS MANUFACTURER OF QUALITY ALUMINUM A H a 1--4 I;7 z Is+ t.0. 0 F z 0 0 0 0 CO 114' w 23 tt>ys1 scG.. O a a .C3 O z 0 9 F 0 G7 z 0 0 Cb L8700-0901 11 1 4 Y b s r m c C u 0 0 RT a 0 tri d 0 0 '6 t 0 03 0 0 a <) • FRAME HEAD FRAME FIXED JAMB SILL TRACK L-8702 0 Jl� FRAME JAMB ® '\ FRAME TOP CORNER L-7703 —1 L-7701 0 0 1z j . ... \\ FIEAD I .750 0 FJ162 ri- L285 A44 2643 LJ .062 2.651FRAME LISLL R8705 ETAINING i 0 CLIP —, VENT TOP RAIL \�L. -.\ \ FRAME JAMA L439 G1�11 ~ � O _ 0 FRAME BOTTOM CORNER FRAME MEETING RAM. FRAME SILL L-8701 FRAME VENT JAMB. L-8703 0 0 I --I .754 I--- lII 1162 237a 2.643 A62 VENT SPRING L-7539 21 LATCH .062 VENT TOP CORNER ` t \ FRAME 5111 ►i VENT JAMB RAIL � .\\ ice" \ lj 35' 1.,, ii \ ,\• VENT LOCK RAIL \, r'��1 \ J \I ► j �, ice� ✓ \<1Y ! jJ FRAME SILL / MEETING RAIL l"' FRAME 5ILL (1r. Dt MANU -2.655 VENT INTERLOCK L-7705 RAIL FIXED MEETING RAIL L-7704 VENT L-7707\. 6 O TOP/BOTTOM RAIL L3751 0 5 4 O VENT BOTTOM RAIL\ o VENT BOTTOM CORNER [' J.� 462_ � .476-- ir 2285 FRAME & SASH CORNER ASSEMBLY DETAILS LL075-1 1.5114 r J 2 'I VENT JAMB RAIL L-7706 • SILL ANCHOR CLIP . Ik,.-,8830, • • • • • • • • • • • • • GLAZING BEAD L-7708 1 1 GLAZING BEAD L-7711 18 SILL RISER ADAPTER L-8706 20 �'500 41• 11 PRODUCT REVISED . o as complying withthe Florida m 0• ,�' •• • •• • �� • •• •• •• •• • J� 185 A9# es° it BuiDdineC d�., .onn adr. , A _1 71,4 2411 ; •• ••• • --x162 • • • " •• • • • • • • • • • •• • • 2.794 BSb 050 ` L250 G eviratio0 D ... M la / ../..4. Mu�ot,laL[ ..,.r`''te//�' � `� ••. • • • • ••• • • • • • • • • • •I_-773_.-..1,773 • • ++ i� ++ ��y23S • • • • • • • s u u a • ••• • • • ••• • •