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WS-17-19094d)7/117//:7- Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -7-17-1909 ermPermit Type: Windows/Shutters 't0Iassj8tb0n: WndowIDoor Replacem ■ Issue Date: 8/4/2017 Permit Status: APPROVED Expiration: 01/31/2018 Parcel Number Applicant 295 NE 91 Street Miami Shores, FL 1132060133470 Block: Lot: YELBA BERRY Owner Information Address Phone Cell NICKOLAS BERRY 295 NE 91 ST MIAMI SHORES FL 33138-3127 Contractor(s) M R SANCHEZ CARPENTRY INC Phone (786)355-0212 CeII Phone Type of Work: WINDOWS AND DOORS REPLACEMENT 1 DOO No of Openings: 21 Additional Info: WINDOWS AND DOORS REPLACEMENT 1 000 Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $8.40 $4.65 $4.65 $2.80 $310.00 $9.00 $11.20 $350.70 In consideration of the pertaining thereto and i accepting this permit I� required for ELECT ��iI� OWNERS AFFIDA construction and zo Auth • izetures Owner / Applicant / Buildin• •e liartment Copy Pay Date Pay Type Invoice # WS -7-17-64689 07/26/2017 Credit Card 08/04/2017 Check #: 1494 Amt Paid Amt Due $ 50.00 $ 300.70 $ 300.70 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building suance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations rict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In sume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are BING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ore, I authorize the above-named contractor to do the work stated. August 04, 2017 Contractor / Agent Date August 04, 2017 1 1-4-'1`4,Y-($-(a!ittP6fZ 'lis 6 43.'.1 --nn . " 6 -(Ls' 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 RECEIVED JUL 2 62011 Fec 201L'1 BUILDING Master Permit No. 1NS �� "�`�►LJ`" PE MIT APPLICATION Sub Permit No. [VIBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 7F1S q) 5i City: Miami Shores County: Miami Dade Zip: 33/3e Folio/Parcel#: //— 3206, - (9/3 -- 3 / 70 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): y�Pba r-1 �err� Address: c c15 A) e o1 i S l Phone#: 70(D 0-6¢a- 4310 City: l(i CLLLL ( 4t)1. -t).)0..4 State: 7 l._ Zip: 3/ Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 6C,t.Q-e CLl -Q z Addres�js:13 0 l•� 5 aue /V City: 00WI ' //I kV .f / State: Zip: 33/48 48 Qualifier Name: J'? C.kC / 61QtCh Z Phone#: Phone#: (.�VS�c9Jr'3 5Z/1 State Certification or Registration #: CCG /5,,/A7 2 510 Certificate of Competency #: G DESIGNER: Architect/Engineer: On U �j_L( Q/) Phone#:� Vt9j3 J2 Address: 6331 Srup ) -Fee I City: (OY')J State: Zip: 33( c/ y Value of Work for this Permit: $ 1 3) C000 Square/Linear Footage of Work: 3q0 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace - ❑ Demolition Description of Work: (.01V\ DO WS .v¢- D-67) (2-S `}Q QE1 �Q K QLt ` 17 CPoor2 , (in) w1r)i u.,S - Specify,color of color tliru •Y., 4 r. c • Submittal Fee $ ''r'" -'ti'•. --Permit Fee Ca (0 • 00 CCF $ • .,CO/CC $" V•'' ti Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 3a3 • - d (Revised02/24/2014) 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." K 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 char ed. yivo,. _ The oregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 11 day of (,G , 20 11 by 1 day of , 20 11 , by T r D1,,Vl J eq d, who is personally known to \110,r. A GO n Q.z , who is personally known to m` who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: G 01 brcGava0 *********** ,s+k s4 Notary Public State of Florida 4 Ana Maria De Cordova My Commission NA FF217186 "�ja„ Expires 04/05/2019 APPROVED BY (Revised02/24/2014) "L-yi NOTARY PUBLIC: Sign: Print: Seal: ********************* cJ Notary Pudic State of Florida Ana Maria De Cordova My Commission NA FF217186 Expires 04/05/2019 * * ***************** Plans Examiner Zoning Structural Review Clerk 7/26/2017 Property Search Application - Miami -Dade County fHCE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-3470 Property Address: 295 NE 91 ST Miami Shores, FL 33138-3127 Owner NICKOLAS C BERRY &W YELBA M Mailing Address 295 NE 91 ST MIAMI SHORES, FL 33138-3127 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4 /3 /0 Floors 1 Living Units 1 Actual Area 2,969 Sq.Ft Living Area 2,301 Sq.Ft Adjusted Area 2,803 Sq.Ft Lot Size 13,734.5 Sq.Ft Year Built 1947 Assessment Information Year 2017 2016 , 2015 Land Value $411,634 $343,206 $329,307 Building Value $180,329 $180,509 $180,509 XF Value $7,150 $1,100 $880 Market Value $599,113 $524,815 $510,696 Assessed Value $187,675 $177,890 $176,654 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $411,438 $346,925 $334,042 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 22 & 23 BLK 25 LOT SIZE 105.650 X 130 OR 16254-4867 0294 1 Generated On : 7/26/2017 Taxable Value Information Previous Sale 20171 20161 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $137,675 $127,890 $126,654 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $162,675 $152,890 $151,654 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $137,675 $127,890 $126,654 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $137,675 $127,890 $126,654 Sales Information Previous Sale Price OR Book -Page Qualification Description 02/01/1994 $140,000 16254-4867 Sales which are qualified 12/01/1992 $110,000 15774-3437 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 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 pppjicgble building code. 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 Ida d e. sov/e c o n o m v. This product is approved as described herein, and has been designed to comply 18ith'the Fltitjp Puilding Code, including the High Velocity Hurricane Zone.• DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum FrenellAoors .. . . APPROVAL DOCUMENT: Drawing No. FD -2003, titled "La Porte—Impact ttNttbh Out:SwP ri Door",: • • sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the tank revisiSfirG", datttr • • 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Daiig•zinty Papcf Control Section Revision stamp with the Notice of Acceptance number and Expiratiop ddte:by the Migtni—Da ..: • County Product Control Section. . . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • ... . .. • LABELING: Each unit shall bear a permanent label with the manufactures 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 /las '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 ofany product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0328.11 and consists of this page 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. MANMADE COUNTY APPROVED 4 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 FB&Te.4 202-N°. • • 2) Large Missile Impact Test per FBC, TAS2.(11.-.94 ' • • 3) Cyclic Wind Pressure Loading per FBC, Tl4 203-94 • •• along with marked -up drawings and installation diagram.bf•Aluminulfn Outswirl French door, prepared by Hurricane Engineering &Testing;. Test J@gorts 1414„.• HETI-09-2623, HETI-09-2645, HETI-09-2624 and HETL-09 2646,. isfiued ea.... 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 202-4i • • . • . 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 No. 03-0219.01) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E-1 t Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, 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, •UQ lying wit FBc • • prepared by the manufacturer, dated 12/12/02 with the latest.mlised dated J37/02/10, . 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 ResouicestBER).' ' • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas@ Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FEC -2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) E-2 Jaime D. Gascon, P. 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 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 HEJT-4-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-13170.• • ; HE'l; bl; T09&, • • HETI-02-T090, HETI-02-1253, HETI-02-1726,.... HETI-IIS-1728,..:. HETI-02-1736, HETI-02-1742, HETI-02-1763 and HUH -42-1765, issued by • Hurricane Engineering & Testing, Inc., dated 01/14/03 and D31GS(,04, at1•sigleed ant • 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 Mgt -lies, fi: f2r their Series "La Porte 8'-0" Outswing Aluminum French Doors — L.M.I.", apptvyed on 06/06/13 and expiring on 06/05/18. Jaime D. Gascon,?. E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E-3 . • 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 cod8." • . This product is approved as described herein, and has been designed to comply applicable. Florida$uilding • •; • • Code, including the High Velocity Hurricane Zone.- • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economv DESCRIPTION: Series "HS -8700 (Flange -Frame)" Aluminum Horizontal S11thingWindow-.L.M.I. . APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizonii1Xeiling Va►n �Impa&t Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C, dated. Q /10/17, jr; pared by:.. • manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miarrii.Dhde Cbypty froduit. • • • Control Revision stamp with the Notice of Acceptance number and expiration; dap, 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, i4, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0908.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMMDADE COUNTY APPROVED 40)11 NOA No. 17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C dated 02/10/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per 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 mid• • • HETI-10-3051, dated 03/23/11, signed and sealed by Candida F• egnt, P.r; • • • (Submitted under NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per BC TAS 202-94 . .. .. . • along with marked -up drawings and installation diagram. 51" T. spec:filem of an • aluminum horizontal sliding window, XOX (1/4-1/2‘3:4; and ..113.-1/3-1/5):• •. configuration, prepared by Hurricane Engineering & Testing,. Inc.; Test epQrts Ido. • • • HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-33Q,•HETI-10.3223 and . • • HET -10-3225, dated 03/23/11, signed and sealed by Candido•F. Foht, P. • •• (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 NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) E-1 1 Perez, P.E. Product Co o1 Examiner NOA No. 17-0222.14 Expiration Date: Apri111, 2022 Approval Date: April 13, 2017 • 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, HETI-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 ger FBC TAS4202,-94 2'(9-94 3) Water Resistance Test, per FBC TAS 202-94 •• • •• • •• •• • 4) Large Missile Impact Test per F13C, TAS 7111r91. • • 5) Cyclic Wind Pressure Loading per FBC, TAO 0-94 • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 742-94 :•• • • along with marked -up drawings and installation diagram of 8 §pgi;nens Ofafi: aluminum horizontal sliding window, XO configuration, preps d by Fentgtratton Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3f09$ flied FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signet. and•seale4�huis . • . • • • •• . •.• • .• • . • . . • 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. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/ 5/ •, expiring on 07/04/18. E-2 Ma Product C NOA Expiration Date: Approval Date: rez, P.E. xaminer o. 17-0222.14 April 11, 2022 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' f roz- • •••• 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-08-283$='fJETI Ja-2'u6A • and HETI-08-2116B, issued by Hurricane Engineering & Te$tg jnc., Ata: • • 01/15/08 through 02/28/08, all signed and sealed by Candido F•T-kcuit, P.E.. • (Submitted under NOA No. 09-0706.05) • • • • • • • 6. Laboratory compliance letter for Test Reports No. FTL-3097: FTL•-309x. FTL-3364, all issued by Fenestration Testing Laboratory, Inc,Iiatgd 12/b6'014 : • 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E.; (Submitted under NOA No. 02-0227.05) .•• • G. OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. E-3 �!.1 Manu P.E. Product Co roI E miner NOA . -0222,14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 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) reserWthe right to have this product or material tested for quality assurance purposes. If this pfoduct or m atelia1 fails to perform in the accepted manner, the manufacturer will incur the expense of such festin and the•Mil may immediately revoke, modify, or suspend the use of such product or material withiEt1irjurisdictipn. REIN reserves the right to revoke this acceptance, if it is determined by Miami -Dade r.Q my Product.Contrt Section that this product or material fails to meet the requirements of the applicable'buiidrng cod.. • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamid ade.sov/economy This product is approved as described herein, and has been designed to comply +r ith F1olitii4BuiIding' Code, including the High Velocity Hurricane Zone.- • • • • • • • DESCRIPTION: Series "SH -7700 (Flange Frame)" Aluminum Single Hung *non - LJ 1.I• • APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series -7700 Siigle•H•ung Flange Framd Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision C dated 09/21/16, •1Si'epaled 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 entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0908.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-0ADE COUNTY APPROVED 1r 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 At aluininutn•single hung • . window, prepared by Hurricane Engineering & Testing, Inc., ?e•Reports N. •HET7- 09-2530A and HETI-09-2530B, dated 03/02/09, signed ani. i gifed bx.Capdido r!•••: Font, P.E. (Submitted under.F. 4 No.:09.0706.09)• • • • }q 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading F1C T4S• 02-94 • 2) Large Missile Impact Test per FBC, TAS 2fl'1-94 ' • • • 3) Cyclic Wind Pressure Loading per FBC, T4S 61-94 • along with marked -up drawings and installation diagram of ag aluminum frIg a window, prepared by Hurricane Engineering & Testing, Inc.,.all Test epots Nd. . HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, HETI-08-2061N & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A & B, dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-1009.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-09 E-1 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 Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Comp y (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19414, exf ii ing on • 05/21/16. •• •• F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tb Edit» ¶2014;),'and of no•: • • • financial interest, dated September 30, 2016, issued by marnifooturer,• sigi d and" ' sealed by Thomas J. Sotos, P.E. • • • • • • . 2. Statement letter of no financial interest, dated 05/28/09, i'ssu'ed?y xnilnufacturer, • •' signed and sealed by Thomas J. Sotos, P.E. (Submitted under, N041 No. 1r-ons.09) • 3. Laboratory compliance letter for all Test Reports No. HETI-09125M & & B;4§sled by • Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by CgAdido 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. E-2 Manuel P . ez, ' .E. Product Control xa finer NOA No. 16- i 03.01 Expiration Date: December 27, 2021 Approval Date: December 15, 2016 t. • • 0040 • 0000 �• ••• IMPACT FRENCH OUT --SWING DOOR BILL OF MATERIALS''' --1. I= 145 1/2' Mox Unit Width Sldelite Swing same anchor spacing ITEM # DRW'G I PART / REQD. DESCRIPTION REMARKS Panel Width as sill Panel Width i 1 L-901 LII -098 1 FRAME HEAD , 6063-T6 ALUMINUM( 33 13/16' rlo.x. ) ( 35 3/16' max. 6063-T6 ALUMINUM 1 1 11 1 - 1 1 k 1 1 1 1 1 1 1 1 2 L-902 LII -097 1 FRAME SILL I 3 L-903 LII -090 2 FRAME JAMB 6063-T6 ALUMINUM 5' 85 8•- l 1 5' --r 4 L-904 LII -096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM top _ 5 L-906 LII -092 2 x panel PANEL TOP & BOTTOM RAIL 6063-T6 ALUMINUM - huge SEE ALTERNATE BOLT 1118 25' 6 L-907 LII -091 1 x panel HINGE STILE 6063-T6 ALUMINUM OPTIONS 3 AT SHEET of 6 / \-.-1 Max. DLO WIdtW� 7 L-905 LIL-094 1 x panel LOCK STILE 6063-T6 ALUMINUM _ _ 8 L-909 LI[ -095 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM J n / \ 9 L-911 LII -085 AS REQ'D. 1/4 ROUND ALUM. BEAD - 7/16' 6063-T5 ALUMINUM i . C2 10 L-912 LH -087 AS REQ'D 1/4 ROUND ALUM. BEAD - 3/8'6063-T5 ALUMINUM t rA oi_ O / / / O //�/ O /' \ // //+' / O 11 FD -624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM = al = _ // // // : //// // : \ // _C 12 VWS-001 TP 3286 AS REQ'D. Bulb Vinyl Wts'p.-Tenn Plastics, Inc. See Material Conposlfilon at Sheet 6 CI ` / Inactive - = 13 PWS -001 ■ AS READ. WTS P. 2 TOP/BOT T. RAILS Schlegel FS - .187''. X .210'h. z ~ Active ` W 0 \ o d o Q 2 I 14 PWS -002 a AS READ WTS'P. e FRAME HEAD lL JAMB Schlegel PB - .187''. X .330'h. Cr, J ©®q 15 L-910 L11-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUMX rn r w x Zi 6 1/2' dent/2' / CO ^ d 16 FD -619 FD -619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM - i 3 d i } Sidelite _ a ,-_L 17 FD -631 LII -086 AS REGD. GLAZING ADAPTER 6063-T6 ALUMINUM E to .. U \ //�� ^/�� / ///� 18 HC -001 SF -5502 2 x Panel DELTA FLUSH BOLT <2 TOP 3 BOTTOM OF LOCK STILE) a ee z- 11 4� //%/ X/ 40/7/1 '/ /�/ 19 FD -621-2 HC -024/025 1 SET DOOR LOCK / DEAD BOLT SET KV[KSET - Series 690T COMBO l` v \, r` X // ' lock se ... . 20 FD -621-2 HC -024/025 1 SET DOOR LOCK / DEAD BOLT SET SOILAGE - Series FB350 COMBO �1 � �5A \ ~ • S • ide • liter ... , 21 FD -621-2 HC -024/025 I SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO + AIL �� "" " " ' a 22 a FS -035 AS REQ'D. Frame Install. Screw - Head (See Notes at sheet 4 of 6) Q I� l3 S£FJAL oPPPPPPTTTTTT111111000000Ha IERNATE BOLT AT SHEET rill i s • 23 a FS -035 AS REO'D. Frame Install. Screw- Jamb/Sill (See Notes at sheet 4 of 6) _ ____ ___ - .,5(of 6} ____ •• __ r-- • ______ • 24 ■ FS -026 8 FRAME ASSEMBLY SCREV 112 X 3/4' PH. -PBL ttom [ _ • • • �. • 4 1 25 0 FS -012 AS REQ'D. JAMB ADAPTER SCREV 1110 X 3/4' P.H.-PHI. I a7 5/8' " •f •• i••. '.41•11, . • ^, 5' 4 26 FD -634 LI1-171 AS REQ'D. 1/4 ROUND ALUM. BEAD - 11/16' 6063-45 ALUMINUM . '13 44146:1_ 6' ' . •27 ■ FS -043 8 GLAZING ADAPT. ATTACH. SCREW #8 X t I/4' F -PHI. ANCHOR NOTES; 1_611 (roax. 1/o.c. 1 +6l;4T 28 s FS -049 2/Panel Double RuR Assembly Screw 3/8 x2 1/4'Hex Screw b Nut t ) 3/4 1. SEE ELEVATION AT SHEET 1 OF 6 FOR (at sldell e 12 3/4' 4 /2 4 1/2' (nq, x, o.c. n 14 1/8' 1/4' • • • • 3/4' x o.c. o•• • • 29 a 0 AS REQ'D. NEUTRAL CURE SILICONE Schnee -Morehead SM -5731 ANCHOR O.C. MAX. SPACING AND LOCATIONS. attive panel) Inactive 2. SEE SHEET 4 OF 6 FOR INSTALLATION panel) . ,i • • Same anohor awing 30 a * AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 FASTENERS TYPES. "OXXO'r ELEVATION •, • • at frame Cued a& sill • •EXTERIOR '.. 31 0 0 AS REQ'D. NEUTRAL CURE SILICONE Trenco 5-500 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL. 32 at a AS REQ'D. Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus NOTES; 33 0 in AS REQ'D. Laminated Glass see Pg. 5 Dupont - PVB 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). NOTES: 2014 FLORIDA BUILDING CODE - 5th EDITION. 34 ■ 0 AS REQ'D. Laminated Glass see Pg. 5 Saflex - PVB 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 3). MAX. FRAME SIZE 145 1/2"1r. X 95 3/4"h. OXXO 1). THIS PRODUCT IS DESIGNED AS PER 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF 35 0 HC -002 2/Panel PANEL ASS'Y ALUM. PLATE 1 1/2'x 2'x 1/8' (6063-T5 ALUM.) 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. THE FOC 2014 CODE. 36 a HC -004 2/Panel Panel Ass'y Futl Lenght Rod 3/8'Igo -200 Rod, Plate, Flange Nut 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 0 FS -011 8 HINGE ATTACHMENT SCREW 1110 X 3/4' P.H. / PHI. 6). MAX. DAYLITE OPENING WIDTH = 25"TRANSFER MAX. 83 1/8" LOAD TO THE STRUCTURE 4). ANCHORS SHALL BE AS LISTED, AND & TO BE REVIEWED BY BUILDING OFFICIAL. SPACED AS NOTED ABOVE AND ON 38 0 FS -044 12 SIDELITE ATTACHMENT SCREW 1110 X 1' PH/PHIL. - (17. OC Max) 7). DAYLITE OPENING HEIGHT = 8). SEE ELEVATION AT SHEET 106 FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC -006 62PP050BG14 6/Jamb 1/2' Dia, Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 40 HC -007 62PP087BG11 2/Panel 7/8' Dia. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. IN THESE DETAILS 41 a HC -010 1/BOLT FLUSH BOLT Sill Plug -Nylon 6-6 SUNCOPLASTICS Inc. Rockwell 11-79• IaI(UI)UL1 K1 V1Sbu 6). ANCHORING OR LOADING CONDITIONS as complying with the Florida ARE NOT PART OF THIS APPROVAL NOT SHOWN 42 L-913 LEI -086 AS REQ'D. 1/2 ROUND FALSE ALUM. MUNTIN 6063-T5 ALUMINUM Building Codc d . • LIMITATIONS: 43 ■ ■ AS REQ'D. INT FALSE APPLIED MUNTIN 1,25' X .022' STOCK ALUMINUM Acceptance N. 1). MAX. DP = ±86 PSF W/(4)Surface tat Bolts & Glass Types A, 8. C & D. yp 44 L-915 FD -623 AS REQ'D, FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long '� -....`.•770� (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 45 L-916 LII -117 AS REO'D. FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM By. • 2). MAX. DP = *76 PSF W/ 2 -Point Lock (active)+ (2) Surface Bolts at Inactive I: • 3). MAX. DP = *76 PSF W/ Flat Sill & be used where water infiltration is 46 FD -635 HC -050 1 TWO-POINT FLUSHBOLT LOCK OPTIONAL ( FOR +/- 76.0 psf DP) • : • • THOMAS J. SO �'' . ucl Control not required or opening is protected must by overhang ratio greater than one. 47 FD -626 FD -626-1 2/Panel FLUSH BOLT GUIDE ALUM. ANGLE 1 1/2'x 1 1/2'x 1/8' Alum. 6063-T5 PROFES' �_ 1NBER tiiJ�� 4). MAX. DP = t86 PSF W/ Multi -Point Lock (1-active)+(1-passive) at Inactive 48 FD -627 FD -627-1 2/Panel 2 -Point Lock Bolt Guide ANGLE 3'x 3'x 1 1/2'x 1/8' Alum. 6063-T5 N P•...............i Revision Notes: 49 0 a AS REQ'D. Joint Sealant- White Colored 'Purvis Co.' Super Seal .•�'} lr1S..,�9�i, Revised to comply w/ FBC2004 -11/01/05 wsi ® 8501 NW 90th St. J\,T4,� 50 FD -638 HC- 1 SET LOCK ACTIVE HANDLE & TRIMSET ASHLAND BV5201A-A ; / %� Revived to eompky w/ FBC2007 & added J MEDLEY, FLORIDA 33166 51 FD -637 HC- l SET MULTI -POINT LOCK ACTIVE ASHLAND 11W5110-STACT5 -5,1,25 .* Insulated Glass 01/22/10 (INI7LT5'TR IES, INC.) (305) 696-8660 * 52 FD -640 HC- 1 SET LOCK PASSIVE HANDLE 1 TRIHSET ASHLAND 11W5201A-P / e7.Ashland Mult-Point Look 01/27/11 1MNUFACTURBR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS : q Revised to w/ 2010 FBC Ann: SA•.t: 53 FD -639 HC- 1 SET MULTI -POINT LOCK PASSIVE ASHLAND 11W5110-STPAS4 / .`: r'O �dATE C;fi comply Revised to comply w/ 2014 FBC Draw craw: ' Vasa: NOA APPROVAL wood c•t ',PACT yary: Swim/Medd: FRENCH DOOR 1 OF 6 54 FD -641 HC- 2 x panel Multi -Point Lock Bolt Guide NYLON 6-6 Rockwell 11 scute 79 r `_-.'•: fP,•',,� R.et••d Ry: Erazo Dat. Cheeks*r> rr La Porte Impact » French Out -Swing Door 55 w FS- 4/Guide Bolt Guide Attachment Fastener i6 1/2'P.H./PHIL. .,!r oo _ Nelson 01/10/15 x t O F� ►9.*°1Sii `o Date Draws: 56 FD -642 HC- 1 x Lock Lock Top Mount Adapter NYLON ADAPTER F�� ‘...v.,„ ,`r Drow: Nelson Erazo 01/20/12 57- FD -643 HC- 1 x Lock Lock Bottom Mount Adapter NYLON ADAPTER 11C'P/OI !V C7 Saar.:n �s R.1•►' N"^ D'p"'t"o Monier: Revision Rini G DATE• • • 0040 • 0000 �• ••• (INDUSTRIES, INC. ) 110 7/8' Max Wirt Vldth $Win SEE ALTERNATE T Panel VIdth OPTIONS AT SHEET 1-(.5 3/16" no.x.:-i 3 of 6 t, 1 1 0`s o' =m QJ 0 a. "OXO." ELEVATION Sldelite 173.Panel Vldth 3 13/16' Max. ) l 1 l J 1 - SEE ALTERNATE BOLT OPROHS AT SHEET 3 of 6 145 1/2' Max Unit Vidth SEE ALTERNATE BOLT OPTIONS AT SHEET 3 of 6 QJ 1 AIL a2 73 5/16' Max Unit Width SEE ALTERNATE OPTIONS AT SHE Sof 6 Swing Panel Width 3/16' max. 4II /_j \ 1 it 1 lily ' 1 1 i IrSF ) • � -# - - . _r_ w ®II 11 © I 1 Q�I 41, 1 I -11-� o olI / //=/14.-\. II._ O;32I, +86.0 83' • Max. DLI II_\ (-1 7-p._ II_ 11 23 3/16' OIll11, i -"Ir.' I I II_ 83 1 5 186.0 31 3/16' 1 1 ^ ±76.0 /„/=- +_86.0 35 3/16' Ii/= +76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' =I1I1 = I: -,-1: 11 3/16' _+766 ) I 1 IF - 6 +86,0 17 3/16' +76.0 +76.0 +76.0 0`s o' =m QJ 0 a. "OXO." ELEVATION Sldelite 173.Panel Vldth 3 13/16' Max. ) l 1 l J 1 - SEE ALTERNATE BOLT OPROHS AT SHEET 3 of 6 145 1/2' Max Unit Vidth SEE ALTERNATE BOLT OPTIONS AT SHEET 3 of 6 QJ 1 AIL a2 73 5/16' Max Unit Width SEE ALTERNATE OPTIONS AT SHE Sof 6 Swing Panel Width 3/16' max. 4II /_j \ 1 it 1 lily ' 1 1 i IrSF ) • II -# - - . _r_ II 11 ®II WIDTH • f_ I 4T- 77' 11(5) 1 I II ®II / / //=/14.-\. II._ O;32I, +86.0 83' • Max. DLI II_\ Inactive 2_11.)1__Z. +76.0 it.11 ±86.0 23 3/16' OIll11, i ,_/41l Iii L,i --r-r-- ---1r-_lr(�- ±76.0 1 5 Swing Panel Width 35 3/16' Mal 1 1 1 \ II It ®II \IF ®II II_ ctive IAL 1g / •O NcT 1JI OPTIONS AATASII-IEETLT 3 o1 6 "XX" ELEVATION 1- SEE ALTERNATE BOLT OPTIONS AT SHEET 3 of 6 "0)0(0" ELEVATION ANCHOR NOTES; 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 74 1/2.' Max Unit Vldth Sldelite Panel Width C 33 13/16' Max. "OX" ELEVATION APPROVED CONFIGURATIONS NOTES; 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION .VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. PRODUCTREVISED ss complying with the Florida - Building Code A •• O 908.07 Acceptance No .. ` + I milk go ;°'111..40.4.• 7L+.i w �C de 1 Miami Product Control THOMAS J. SOTOS PROFE INEER 5225 DATE__ SEE ALTERNATE KILT OPTIONS AT SHEET 3 of 6 !%1 jai -J L o 0 X " C8 X 0 46- e.) 0, M0, 38 5/8' Max Unit Vldth . PANEL TH : I:+ GOT MDY ACTUAL V.,... (INCHES) � III� lily ' 1 1 i IrSF ) • 7-‘..% -# - - . _r_ i1- \ 11 1 WIDTH • 01/ IT II 77' 11(5) 1 I II 11 3/16' +76.0 +76.0 -7---/./ /1 II- -11.11 Ac�.1;Ke =/j%= O;32I, +86.0 83' • Max. DLI +76.0 r +76.0 5 ±86.0 23 3/16' OIll11, i ±76.0 5 +86,0 29 3/16' ±76,0 ±76.0 "OX" ELEVATION APPROVED CONFIGURATIONS NOTES; 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION .VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. PRODUCTREVISED ss complying with the Florida - Building Code A •• O 908.07 Acceptance No .. ` + I milk go ;°'111..40.4.• 7L+.i w �C de 1 Miami Product Control THOMAS J. SOTOS PROFE INEER 5225 DATE__ SEE ALTERNATE KILT OPTIONS AT SHEET 3 of 6 !%1 jai -J L o 0 X " C8 X 0 46- e.) 0, M0, 38 5/8' Max Unit Vldth . PANEL TH : I:+ GOT MDY ACTUAL V.,... (INCHES) � III� 01/ ), ®I/yr i IrSF ) • 7-‘..% GLASS TYPE "D" +/-(PSP) GLASS TYPE "C" +/-(PSP) GLAS$ " TYPE 'tD" +/-(PSF) WIDTH • HEIGHT • li \ Act/lye II 77' 11(5) 1 I II 11 3/16' +76.0 +76.0 I O;32I, +86.0 17 3/16' SEE ALTERNATE BOLT OPTIONS AT SHEET 3 of 6 OPTI_ALTERNATENSE 3 of 6 38 3/8' Max Unit Width T m "X" ELEVATION :• • SEE ALTERRM! 43661• • OPTIONS AT SHEET 3 of 6 •••• •• • 9'0: • sELE'4AT4tN • •• •• • • • 1 •; • •••• 1•••• • • • •• • • "LaPorte" IMPACT FRENCH OUTSWING DOOR - DESIGN £HART • PANEL TH : I:+ GOT MDY ACTUAL V.,... (INCHES) NUMBER OF ANCHORS /IAMB DP PANEL WIDTH ACTUAL SIZE �L ) _LOAD DA i IrSF ) • GLASS TYPE 'A" & "R" +/-(PSF) GLASS TYPE "D" +/-(PSP) GLASS TYPE "C" +/-(PSP) GLAS$ " TYPE 'tD" +/-(PSF) WIDTH • HEIGHT • ROTH • 10 1/4' 16 1/4' 22 1/4'. 28 1/4' 30 1/4' 34 1/4'(73)..... 77' 11(5) 5 +_86.0 11 3/16' +76.0 +76.0 +76.0 5 +86.0 17 3/16' +76.0 +76.0 +76.0 5 ±86.0 23 3/16' +76.0 +76,0 ±76.0 5 +86,0 29 3/16' ±76,0 ±76.0 +76.0 5 186.0 31 3/16' 176.0 176.0 ±76.0 5 +_86.0 35 3/16' +766 ±76.0 +76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' 11(6) 6 +86.0 11 3/16' _+766 +76.0 ±76.0 6 +86,0 17 3/16' +76.0 +76.0 +76.0 6 +86,0 23 3/16' ±76.0 ±76,0 +76,0 6 +86.0 29 3/16' +76.0 ±76.0 ±76,0 6 ±86.0 31 3/16' +76.0 ±76.0 +76.0 6 +86,0 35 3/16' +76.0 +76.0 ±76.0 • OPERABLE PANEL MUST -MEET APPLICABLE REQUIREMENTS PER BUILDING COOE. • 0 PARENTHESIS INOICATES / OF ANCHORS AT FRAME JAMB. • ; • • • O :: w r.F r. OR�o.., q. 1:0,. d� i 5-'1 15 Revision Notes: Revised to comply w/ FBC2004 -11/01/05 Revised to comply w/ FBC2007 & added Insulated Glass 01/22/10 Ashland Malt -Point Lock 01/27/11 Revised to comply w/ 2010 FBC Revised to comply w/ 2014 FOC Reu4ed Dy: Date Checked: Nelson Erazo 01/16/15 L WSON 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUPACTURSR OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS Drawn Di" Nelson Erazo Date Draw: 01/20/12 Awe Clam NOA APPROVAL Part Clau: Prod Cat peri IMPACT Serle./Model: FRENCH DOOR Item: Cheek 2 OF 6 "La. Porte" Impact" French Out -Swing Door Beate: n.t.e. Reference Number: Dred /war FD -2003 Boylston Level: G (iNDUS'I'FtIEa. INC. ) 5/16' TAPCON W/ 1 1/2' MIN EMBED. <SEE NOTES BELOW FOR SPACING) 2 x (P.T.) WOOD BUCK 1/4' MAX. SHIM TYP. INTERIOR SIDE 1 x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) 5/16' TAPCON W/ 1 1/2' MIN EHBED. SEE ELEVATION. AT SHEET 1 OF 6 FOR SPACING LOCK STILE JAMB MULLION MULLION JAMB • ._•r s Active Inactive O 0® Sldelite Sldelite 1 1/4' 141N EDGE DI TYP Active DLO Width 1 1 Panel Width 1 1/4' Minimum • Edge Distance 1 --•- MIN EMI1ED. TYP EXTERIOR SIDE "OXXO" UNIT WIDTH 1/4' — MAX SHIM INTERIOR SIDE Inactive Active INTERIOR SIDE Inactive L_J LOCK STILES WITH FLUSH BOLT EXTERIOR SIDE MINAT D GL SS rj L LOCK STILES WITH TWO—POINT LOCK & FLUSH BOLT EXTERIOR SIDE INTERIOR SIDE EXTERIOR SIDE SILL i!'':,1. "1.'a • k, A • A 1 1/4' (MIN. EDGE GIST.) 2' Sill . Height i'- MIN EMBED. INTO 3500 PSI CONC. (TYP.) 5/16' ELCO TAPCON W/ PRODUCT REVISED 1 1/2' MIN EMBED, es complying with the Florida •• • , o 0 �/ ��u`'^�r atc7e9 (SEE SHEET 1 OF 6 Building Code FOR LOCATION AND SPACING/AO, OPTIONAL — DOUBLE BOTTOM RAIL DETAIL, By Miami ade Product Control TWO-POINT MULTI -POINT MAX. DP = *76 PSF MAX. DP = ±86 PSF OPTIONAL LOCK DETAILS THOMAS J. SOTOS PROFESSI: GINEER (•) 'ri 04, Ow 55225 • %� o e t' ATE OF , `.` Active Inactive OPTIONAL BOLT TOP RAIL OPTIONAL BOLT @ BOTTOM RAIL < SEE DETAIL E3 FOR MOUNTING LOCATION ) FLUSH BOLT & • TWO—POINT LOCK LIMITATIONS: 1). MAX. OP = ±86 PSF W/ (4) Surface Bolts & Glass Types A. B, do . C. 2). MAX. DP = ±76 PSF W/ 2 -Point Lock (active)+(2) Surface Bolts 0 Inactive ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR •..• ANCHOR O.C. MAX. SPACING AND LOCATION. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. —1 it MIN EMBED (TYP.) . . • •••• • • •• • • •••• ••• • • • •• • •• • EXTERIOR SIDE (*) OPTIONAL SILL Co) FLAT SILL NOTE; DOORS 0. SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psF DESIGN LOAD AND MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED 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. • • •••• • • •• •• ••• • • nhpanOR ••9p3E. • • • • • • • • •• •••• • • • •• • • 1 Heigh • iW r.•,A • .fin, G^ • 1 �' MIN EMBED. INTO •r I 3500 PSI CONC. (TYP.) 1 1/4' (MIN. EDGE DIST.) 5/16' ELCO TAPCON V/ 1 1/2' HIN EMBED. • r••• • ••• 4 ••• • e ••• • • • ► o Ft ' ( DATE �4IIA (�� ik Revision Notes: Revised to comply w/ FBC2004 -11 01 06 Revised to comply w/ FBC2007 & added Insulated Glass 01/22/10 Ashland Ilult-Point Lock 01/27/11 Revised to -comply w/ 2010 FBC Revised to comply w/ 2014 FBC Re•twd 8y: Dabs Mao& Nelson Erazo 01/18/15 L WSON 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS Dra,c GVHR NOA APPROVAL Part Craw Prod Category: Saler/Irodetr IMPACT FRENCH DOOR flew STN: 3 OF 6 Dram Dy: Nelson Erazo Doti Drowns: 01/20/12 "La Porte" Impact" French Out -Swing Door Seale: n.t.s. Rtlennee Number: IDr w ng Numb:: FD -2003 Reuleton levet: (1N1Di7STRI , INC.) 5/16' TAPCON W/ 1 1/2' MIN EMBED. SEE BELOW FOR SPACING 1 x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) INTERIOR SIDE 1 x (P.T,) WOOD BUCK (SEE NOTE 3, SHEET 1) INTERIOR SIDE 5/16' TAPCON W/ 1 1/2' NIN EMBED. SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING INTERIOR SIDE LOCK STILE AMB r Active ral tIMNI ERS C�'`�il� l=��• •�.��• LOCK STILE JAMB JAMB • • 1 1/4' :. 4 EDGE ITYP.' •; •,, ..:.' 1/4' (EOGE OISL) _" I ITYP. " _I 1/2" (MIN. EMBED.) 1l' MIN. EMBED I TYP 5/16' TAPCON W/ 1 1/2' MIN EMBED. •4. • (SEE NOTES FOR SPACING) UNIT WIDTH EXTERIOR SIDE 2x P.T. VD. BUCK 3 EAT SHEET 1> 1/4' MAX. SHIM TYP. GLASS INTERIOR SIDE fItt Height A 1 I/4' MIN, EDGE DIST TYP �1' fee - ;: .4. 1 1/2' NIN. EHBED. TYP 5/16' TAPCON W/ 1 1/2' MIN EMBED. SEE NOTES FOR SPACING 1 k -- MIN EMBED (TYP.) 1 x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) 1/4' MAX. SHIM TYP. UNIT HEIGHT PANEL HEIGHT 1— EXTERIOR SIDE ra Sldelite Attachment Screw ( 6 Screws e each side of Jambs, - 12 total per sldellte ) INTERIOR SIDE UNIT WIDTH EXTERIOR SIDE PRODUCT REVISED Buildingas complying with 1ho ' enda Acceptance oda V , 0?o . 07 Acceptance NO ''`I��: yam r��t/� .47 --9Mialui a ado Produce Control 17' Nem. O.C. O THOMAS J. SOTOS PROFESSION F ENGINEER • .••CST••i F••.S��i 55225 *rte :Q" TE OF ' �U 1 MIN EMBED ='A %•:•• A• •.� TYP A• • •0`•. %: - 5/16' ELCO TAPCON W/ 1 1/2' MIN EMBED. (SEE SHEET 1 OF 6 FOR SPACING) 1 1/4 (MIN. EDGE DIST.) -I 1 1/4' (MIN. EDGE DIST.) • i 1¢' MIN EMBED. INTO •. :•!*.I 3500 PSI CONC. ` <TYP.) 1Aj DATE ezyra INTERIOR SIDE LOCK STILE Active Inactive Revision EXTERIOR SIDE Notes: Revised to comply w/ FBC2004 -11/01/05 Revised to comply w/ FBC2007 & added Insulated Glass 01/22/10 Ashland liult-Point Lock 01/27/11 Revised to comply w/ 2010 FBC Revised to comply w/ 2014 FBC Rw4.01 DV: Nelson Erazo Date 01/16/15 1 1/2' (MIN. EMBED.) TYP. L EXTERIOR SIDE Active LOCK STILE INTERIOR SIDE • •• I • 0 •.• A •�w :t�i�iN�:_11, �.rlrltt■�iil�'4h� Ecrpie : E INSTALLATION FASty}N tS 1V }•TES; • "1X BUCK" MINIMUM REQUIRED FASTENER LEIOGIH HEAD:. 5/16" X 3 1/2" Long TAPCON(*) JAMB: 5/16" X 2 3/4" Long TAPCON(') MULLIONS: 5/16" X 2 1/4" . Long TAPCON(*) (*) TAPCON BY "ELCO ULTRACON' "2X BUCK" MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16" X 3" Lon, TAPCON(*) JAMB: 5/16 X 2 1/4 Long TAPCON(*) MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) (*1 TAPCON BY "ELCO ULTRACON" AT SILL: 5/16' TAPCON w/ 1 112" MIN. EMBED. INTO 3500 PSI CONC. MIN, NOTE; ALL FASTENERS W/ 1 1/2" MIN. EMBEDMENT, 1 1/4" MIN. EDGE DISTANCE & 1/4" MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy=155ksi ANCHOR ULTIMATE STRENGTH Fu=177ksi • ALL TAPCON LENGTHS "L" SPECIFIED ARE MINIMUMS ( SEE ELEVATION AT SHEET 1 of 6 FOR ANCHOR MAX. SPACING AND LOCATIONS ) LAWSON 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM ENDOWS AND CLASS DOORS 1••• e• 1 e••••• • 1••• r• • 1•••• • • • •••1 • • 1 ••• • Daae Claw NOA APPROVAL Part Clam: S•ew/uodeL FRENCH DOOR IMI Shook 4OF6 Drawn By: Nelson Erazo Date Drawn: 01/20/12 "La Porte" Impact" French Out -Swing Door Sear: n..s. Ryerwu• Rurn6n: IDIauetno Number FD -2003 R.u(.Con LewL• G • ASSEMBLY SCREVS 129 112 x 3/4' FH./PHIL. 12 1/4 VEATHERSTRIP FACE UP SILL SEALANT DETAIL NOTE. FEADER TO BE SEALED SIMILAR TO SILL DEPTH LUG LOVER PRE -PUNCHED LIFT OFF AND REPAVE .d BOTTOM LEFT JAMB SILL FRAME ASSEMBLY DETAIL HINGE ATTACHMENT SCREWS 431 110 x 3/4' PH/PHIL SIDELITE ATTACHMENT SCREWS 932 110 x 1' PH./PHIL. ,. .'a 3 15/16 LEFT DOOR HINGE STILE HINGE ATTACHMENT DETAILS Access IcLE HINGE ATTACINENT SCREWS 131 110 x 3/4' Pa/PHIL. STILE BOTTOM EXTERIOR SIDE ADMTER/- INTERIOR SIDE noon JAMB SIDELITE/JAMB ATTACHMENT DETAIL • ACCESS HOLE %. 0 INTERNAL THREADED ROD 3/6' DIA. LEFT HAND HINGE LW TO DOOR STILE HEX NUT AND VASTER PANEL ASSEMBLY DETAIL ACCESS HOLE COVER 17 Glazing Adapter Silicone Caulking Laminated Glass by Dupont orSolutia Types "A", "B_ or "C' (SEE TABLE V/ CORRESPONDIN GLAZING TYPE 6 DESCRIPTI INTERIOR SIDE 1/4 Round Bead EXTERIOR SIDE GLAZING DETAIL #I GLAZING TYPE & DESCRIPTIONS oat - Glass Type "B" .466" 0JA Laminated Glass by Dupont - Glass Type "A" 1PS1t DESCRIPTION 1 1/8' Annealed DETAIL 32 1 3/16'0'DuPontASd 2 .090' uont SGP Interlayer .090' Saflex PVB Interlayer / .L 0.466' 1/8' Heat -Strengthened Glass 3 3/16' Annealed .340" 0/k Laminated Glass by Du oat - Glass Type "B" ITEM DESCRIPTION I DETAIL 1 1/8' Annealed 1/8' Heat -Strengthened Glass 1/8' Heat -Strengthened Glass ®. •.La' Ir. N •• 2 4190' Saflex PVB Interlayer .090' Saflex PVB Interlayer 2 DuPont PVB Interlayer 1/8' Heat -Strengthened Glass = 1/8' Heat -Strengthened Glass .090' 1/8' Annealed `." • 0.340' . 4 3 .340" 0/A Laminated Glass by Solutia - Glass Type "C" ITEM DESCRIPTION ITEM DESCRIPTION DETAIL Q 1 1/8' Heat -Strengthened Glass 1/8' Heat -Strengthened Glass ®. •.La' Ir. N •• 2 4190' Saflex PVB Interlayer .090' Saflex PVB Interlayer U — _ 3 1/8' Heat -Strengthened Glass 0.340' 1/8' Heat -Strengthened Glass ,0 Glazing Adapter 5/18' Laminated Glass INTERIOR SIDE Glazin SiLoone (SEE TABLE V/ CORRESPONDING GLAZING TYPE & DESCRIPTION) 1/4" Insulated Air Space w/ 1/8' Temp. Glass INSULATED SPACER 'TruSeal'- Dura Seal S*Iggle Spacer Black - 1/4' Alr Space Pt.No. 812-25H-357 EXTERIOR GLAZING DETAIL #2 GLAZING TYPE & DESCRIPTIONS ITEM .340" 0/A Laminated Glass by Solutia - Glass Type* g»z-_ ITEM DESCRIPTION 61 i ... DETAIL' 1 1 1/8' Heat -Strengthened Glass ®. •.La' Ir. N •• O ' ivr 2 .090' Saflex PVB Interlayer 3 1/8' Heat -Strengthened Glass "'ate` 3 1/8' Heat -Strengthened Glass `." • 34 0.341 • . 4 Q• • S •(3) • C - - y 4 1/4' INSULATED AIR SPACE• 1/8' TEMPERED GLASS .340" 0/A Laminated Glass by Solutia•. • Cla'ss Typ' 4,"t" • ITEM DESCRIPTION • • • • • mum, • • e, 1 1 1/8' Heat -Strengthened Glass ,- ®. •.La' Ir. 2 .090' DuPont SGP interlayer —IIIA! 3 1/8' Heat -Strengthened Glass "'ate` — ' VJ 34 0.341 • . 4 1/4' INSULATED AIR SPACE 5 1/8' TEMPERED GLASS 9 • 9••. 0• • 0••• 0• • 0000• • • 1000 •••1• • • • *14 SHS OR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) -�{�0.125 THK. MIN. 1 --{AIN EDGE DIST. I (6063-15 MIN.) ALUMINUM TUBE MULLION REFER TO APPROVED MIAMI-DADE NOA 3 Pitch Beyond IWta1 Thickness FMB 1 1/4' 14114. EDGE DIST. �-- TYP--{ 1/4' MAX. SHIM TYP. *14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) 1' 12 MIN EDGE DIST. -11 (fy = 36 1(51 NIN.) GA. MIN. STEEL TUBE OR COLUMN (STEEL IN CONTACT W/ ALUM. TO BE PLATED DR PAINTED) 3 Pitch Beyond Hetet TNWness pm 1/4' MAX' SHIM TYP. 1 1/4' MIN EDGE DIST. 5/16' TAPCON V/ 1 1/2' MIN EMBED. INTO CONC. (SEE NOTES FOR SPACING) (CONC. TO BE 3 KSI MIN.) a. .e.i %�_ ..�.• r iTYP 5/16' ELCO TAPCON W/ 1 1/2' MIN EMBED. (SEE NOTES FOR SPACING) 1 11/2' (MIN. EMBED 1/4' MAX. SHIM TYP. NOTE1 OPTIONAL INSTALLATION DETAILS MAY APPLY TO DOOR FRAME JAMB AND/OR FRAME HEAD. (TYP.) 2 x (P.T.) WOOD BUCK SEE GEN. NOTE 413) 1/4' MAX. SHIM TYP. FRAME INSTALLATION OPTIONAL DETAILS THOMAS .1. SOTOS PROS LI . Idle ER PS �• SG''•es I :1 225 1. • t TE OI* • JLJ R, i9 ••�A, I tea/ y"'` HMO NYL N. L-2MO PLUG S/t6'tA.¢ t1111113 STEEL PIN 3. HI/GE NYLON TEARING t i.0. L-4013) AND J 5416"£' RAG t N. ITC -023 .425 I1 HINGE ASSEMBLY DETAIL #FD -624-2 3.374 PRODUCT REVISED as complying with a Florida Building Code Acce • No 0(8 By Mismtbade Produce Con`(roOt--t-, Revision Notes: Revised to comply w/ FBC2004 -11/01/05 Revised to comply w/ FBC2007 & added Insulated Glass 01/22/10 Ashland Mult-Point Look 01/27/11 Revised to comply w/ 2010 FBC Revised to comply w/ 2014 FBC Py:Nelson Erazo Dat. Quaked: 01/16/15 L WSON (INb'1'STtze . INC. ) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER OP QUALITY ALUMINUM WINDOWS AND CUSS DOORS anew Cia..: Part Clash NOA APPROVAL Arad Calvary: S.r(1//I/oa4L IMPACT FRENCH DOOR Ram Shaft 5 OF 6 R.•t..a Drawn Dv: Nelson Erazo Dak Drown: 01/20/12 "La Porte" Impact" French Out—Swing Door Scala n.t.s. Part Number: ID'°"'aar Number: FD -2003 Revt.lon Live: • • OPTIONAL 46 TWO-POINT LOCK LOCK #HC -050 (+/- 78.0 psf DP) 3/6' O.D. STEEL BOLT 56 GUIDE' MULTI -POINT LOCK ACTIVE CYLINDE LOCK Y 9 2 ACTIVE HANDLE 6 TRIHSET 57 BOTTOM GUIDE 3/8' D.D. STEEL BOLT 9 • 1 • 6 • 99 3/8' 0.13. STEEL BOLT GUIDE 56 MULTI -POINT LOCK PASSIVE PASSIVE HANDLE 6 TRIHSET BOTTOH GUIDE 57 3/8' 0.D. STEEL BOLT FLUSH BOLT AND O49TWO-POINT LOCK ANGLE GUIDE #FD -627-1 GLAZING ADAPTER #L-910 1-950 T- .986 -I .908 .460 26 (1 QUARTER ROUND 1/16") BEAD #FD -834 1.500 r 124 1 � 1.500 INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2" LONG #FD -625-1 .119 .730 - 2.031 -I 11 HINGE LEAF #L-908 60 .726 .808 QUARTER ROUND w:9(3/81 BEAD #L-912 1.750 3.5 PANEL HINGE STILE #L-907 1 1/2' -IF-1/8' SIDELITE PANEL ALUMINUM PLATE 35 2" LONG #HC -002 1.250 0,65 -11-.070 1:060 .835 .808 .656 OQUARTER ROUND (1/4") BEAD #L-911 4.187 1.750 5.05 OPANEL LOCK STILE #L-905 1.250 1 1 .064 T 4.500 OFRAME SILL #L-902 .064 2.000 •••• • • �-- r-- 1.625Lo.19a .045-r HALF ROUND .062 42 FALSE MUNTIN 8 RAIL ADAPTER #L-913 O #L-909 Optional Multi -Point Locks (+/- 86.0 psf DP) Active Lock Passive Lock ASHLAND #W5110-STACT5 ASHLAND #W5110-STPAS4 HANDLE & TRIMSET ASHLAND #W5201A-A HANDLE & TRIMSET ASHLAND #W5201A-P /STAINLESS STEEL BOLT 40 (•) 5/16' O.D. SSS (+1- 76.0 psf) (a) 3/8' 0.0. SSS (+/- 86.0 psf) INACTIVE -PANEL 18 FLUSH BOLT #HC -001 Flexible Vinyl (FPVCI Composition - Team Plastics, Inc. "1. FPVC Black Compound No. 7200-75 PHYSICAL DurometerHard:rss "A",10 sec Specific Gravity Tersile Slrength,PSI Ultimate Elongation, % Modulus ®100%Elasgation,PSI Impact Brittleness, 75 1.45 1640 340.0 765.0 •31.0 ASTM NO D-2240 D-792 D-638 0-638 D638 D-746 "2. FPVC White: Compound No. 7267-75 PHYSICAL Dsromeler Hardmss "A", 10 sec Specific Gravity Tetsile Strength,PS1 Ultimate Elongation, % Modulus ® 100%Elmgatien, PSI Impact Brittleness, 75 1.45 1640 325.0 765.0 -30.0 ASTM NO. 0-2240 D-792 D-638 D-638 D-638 D-746 4.000 - 1.75 - - C .072 .072 - .094_ .082 I O5 PANEL TOP & BOTTOM RAIL #L-908 1.750 .125 500 .100 .136 - .065 �szJ T 1.812 OFRAME JAMB #L-903 r_ 1.812 --I .066 ..1. .63 • _.11•• y U u •U. • • • - •• • •••• ••• • • - •• O . - •• •• • • • 4.500 • • JAMB ADAPTA• •• • #L-904 214 • ••- •• • • • ••• • • • • - 4.348 0.078 i 4.066 6 -;\FRAME HEAD SHEAR PLATE #L-915 • • • NOTE: 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 2. SEE ELEVATION AT SHEET 1 OF 8 FOR ANCHOR 0.C. MAX. SPACING AND LOCATIONS PRODUCT REVISED as complying wiIc Florida Building Codc 4. Acceptance No THOMAS J OT05 PROFE ate Miami Revision Notes: ads Product Control Revised to comply w/ FBC2004 -11/01/05 Revised to comply w/ FBC2007 & added Insulated Glass 01/22/10 Ashland Mult-Point Lock 01/27/11 Revised to comply w/ 2010 FBC Revised to comp w 2014 FBC R.v(s.d By: Dat. Ch.ake& Nelson Erazo 01/16/15 2.688 .218 .100 T1 I .500 (•) NOTE; REFER TO DETAIL '33' AT SHEET # 3 OF 6 FOR ADDITIONAL NOTES AND LIMITATIONS. 4.500 FRAME LOW SILL #L-918 • LAWSON (rNDVSTFIES, INC.) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUPACTURBR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw Clam NOA APPROVAL Pore Class: Prod caaao►1n IMPACT S.rl../Yodd: FRENCH DOOR now Shu( 6 OF 6 Drpu,n B Dal. Drama Nelson Erazo 01/20/12 "La Porte" Impact" French Out -Swing Door Sono: n.t.a. Part Numbs: 'Drawing Nu.ni.r. FD -2003 R.v1.(on L.v.t: 00 NOTE: QX 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B. Sc 131" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. // •0 / /// p'// 1 // CD // /// <1 0m \\ \\ 0 > O CD NOTE: QX 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B. Sc 131" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. XO 0 0 \\\ 0\ - -0\\ \ \\ • \ 0 CD // /// { \\ \\ XO 0 0 XOX -Equal Lite (I/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B, & B1" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0 0 // //� Kt---, // /1 // /// { \\ \\ 0 > O CD O CD XOX -Equal Lite (I/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B, & B1" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0 0 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, 8, & B1" REFER TO SHEET #3 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 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. Sc 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). 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE T.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. & 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 OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. PRODUCT REVISED as car:pIying with the F'Ion b Building CodeffA Acceptance Not - 173.c2•! Expiratiat Dole By hAtitch 1.622 ode Psodaet 0 rn Z 0 co (C)co `O M t') I • (31 • "> O 0 La o J Z LJ M a • • • • • •• • WINDOWS AND CLASS DOORS FLANGE IMPACT WINDOW •• •G•4 • A � .a z ' •� •0 ernd • 0 • a H O • -'0 a N ••a (.)• • 1. GENERAL NOTES 1 0 0 h 0 rn 0 0• a • 4• 2'• • s �• • • ••.• • • •••• •. • • // //� Kt---, // /// { // /// © 0 > O CD 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, 8, & B1" REFER TO SHEET #3 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 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. Sc 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). 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE T.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. & 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 OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. PRODUCT REVISED as car:pIying with the F'Ion b Building CodeffA Acceptance Not - 173.c2•! Expiratiat Dole By hAtitch 1.622 ode Psodaet 0 rn Z 0 co (C)co `O M t') I • (31 • "> O 0 La o J Z LJ M a • • • • • •• • WINDOWS AND CLASS DOORS FLANGE IMPACT WINDOW •• •G•4 • A � .a z ' •� •0 ernd • 0 • a H O • -'0 a N ••a (.)• • 1. GENERAL NOTES 1 0 0 h 0 rn 0 0• a • 4• 2'• • s �• • • ••.• • • •••• •. • • 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. _ _ W x 6Y OVERALL FRAME u 62' INTERIOR FRAME I' 4m 10.181" MAX. O.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 +/- 70PSF (4 TOTAL) 4 1/ MAX X11.375'—I 4' I (MAX q. ) ANCHOR NOTES: 1. SAME ANCHOR SPACING AT HEAD b SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +70PSF / - 75PSF C4 TOTAL) TEST UNIT SIZE: 111" X 63" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABO (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOV (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & q4. ANC, \\\ \ 1 1. SAME ANCHOR SPAC NG AT HEAD SILL / 2. TWO ADDITIONAL ANCHORS REQUIRED AT L \ MEETING RAILS FOR UNITS WITH DP ABOVE +70PSF / - 75PSF (4 TOTAL)NOTE "XOX" WINDOW — UN—EQUAL LITE 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, L 81' AT SHEET 113 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C. 0, b E' AT SHEET 145 TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS* (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 6 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE y3 & #4. (TYPICAL AT 5' ALL CORNERS) 13 1/4' 0.C. 01/4" O.C. 13 1/4 0.C. 13 1/4. O.C. I I EXT. L INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 1,01-"XOX" WINDOW EQUAL LITE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, L Bl' AT SHEET R3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. L E' AT SHEET 115 VE 70.0) 70.0) Max. 0.L.0. Width S' I 0 0i,\\ N A • „ \ `\ CO Max. Vent O.L.0Her•\= 56 7 16" 110' INTERIOR FRAME WIDTH TAT GRAILS © rMNc.70.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 / - 75PSF C4 TOTAL) TEST UNIT SIZE: 111" X 63" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABO (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOV (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & q4. ANC, \\\ \ 1 1. SAME ANCHOR SPAC NG AT HEAD SILL / 2. TWO ADDITIONAL ANCHORS REQUIRED AT L \ MEETING RAILS FOR UNITS WITH DP ABOVE +70PSF / - 75PSF (4 TOTAL)NOTE "XOX" WINDOW — UN—EQUAL LITE 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, L 81' AT SHEET 113 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C. 0, b E' AT SHEET 145 TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS* (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 6 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE y3 & #4. (TYPICAL AT 5' ALL CORNERS) 13 1/4' 0.C. 01/4" O.C. 13 1/4 0.C. 13 1/4. O.C. I I EXT. L INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 1,01-"XOX" WINDOW EQUAL LITE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, L Bl' AT SHEET R3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. L E' AT SHEET 115 VE 70.0) 70.0) OVERALL FRAME WIDTH S' I 111' 110' INTERIOR FRAME WIDTH TAT GRAILS © rMNc.70.C� ® REQU RED MEETING FOR UNITS WITH DP ABOVE +~/- 70PSF (4 TOTAL) 4' 1 (MA).ZO.C� 1 I I f l I 5' l ) Max. D.L.O. WidL. 11 11 Vok. D.L.0. Width 1 13 1/4' f 13 1/4' \ A 13 N) CA /ent D.L.O. Height = 56 7/16" -- vG a /1,11 GR IUR r rcnric r 1 1 (15 ii ii n \ \itii n n x n ii \ n n n u • ` n n Mox. Fixed D.L.O. Height = 5 / /// . // _O 13 1/4' 13 1/4' V ' r 1 I I i \1‘ 1 f 7� EXT. b INT. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE AND ARE AVAILABLE AS OPTIONAL. CAL AT CORNERS) 0.C. O.C. 0.C. ac. 74' OVERALL 73' INTERIOR 14" (MAX. o.c.) 4 1/2i FRAME WIDTH FRAME WIDTH TV0 ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) 14 (MAX, OZ.)! I 5" ALL CORNERS) (TYPICAL AT 13 1/4' 0.0. 1/4' D.C. 63' OVERALL FRAME HEIGHT II 11 11 11 13 1/4' D.C. 13 1/4' O.C. 5' ANCHOR NOTES: 1. SAME ANCHOR SPACING AT HEAD L SILL 2. TW0 ADDITIONAL ANCHORS REOUIRED 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, 8, L Bl' AT SHEET 23 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. L E' AT SHEET 114 EXT. L 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 as complying with the Florida fta;lduilg Code Acceptance No1 •• 022 Expiration Dere ATMii e Anacleto By Miami (0 (D co Io M M I 40 .4 a I/) co O OC - (T OJ to O w 0 Z ttn w r CO M a •• • • • •• • WINDOWS AND GLASS DOORS 0 z E-' 0 Q Z q Z • _3 d • E=1 w a"a 1< V c •T/j • O C J iN •Q 134 7 a. Er'q • E t•-•• C° I ag 0 O 0 c t 4 1 0 Calz 4 0 .0 z 1 u y'o7n n .413 aks ran g�0 1.� his O 4614,F4<a' .4 I -41141110,- • : • • : •••• • •. •••• • •• • • . 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE "I O v ..4 6. 1 1/4' MIN. •° •6 A EMBEDMENT .° d. 4 . 4 ° l v 4 v 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 IMP❑SED BY THE GLAZING SYSTEM EXTERIOR GRADE PERIMETER CAULKING _ 1/4' MAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND EXTERIOR INTERIOR LAMINATED GLASS EXTERI❑R GRADE PERIMETER CAULKING d 4 4 4 .4 44 • J 4 4 4 1 1/4' MIN. EMBEDMENT 4 a_ 4 4 4 1/4' MAX. crSHIM SPACE CTYP.) EXT. GRADE CAULK STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS> NOT BY LAWSONr INDUSTRIES, INC. R. `v~ y1y ) Y fY EDGE , AW y1� Y1� #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. 4 1/4' MAX. j SHIM SPACE (TYP.) 1 1/4MIN.-- EMBEDMENT • 44 4 4. 4 4 4 d 4 1 1/8' MIN. . EDGE DISTANCEI OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" d 44 -i 4 4 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 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 complying with the Florida Building Code Acceptance No 1 :expiration Date AF,, Dale Prodati co 0 lD to _ co coM M tD to 0 CD orr-' rn O in ...Ior) Z Y W ...- 0 CI -o0 in Lai • • • • • • • •••• • • •••• • ••• •• • • O cn . • W Z - �••� • •• r • al • • •1 • • Z • ,- ••� F ••� U•i/ •a• U •I • a, • Erw C¢ (1a z •� C • Np I i 2X WOOD BUCKS BY OTHERS (TYP.) 1. ALL OD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED BY THE GLAZING SYSTEM INTERIOR FINISH (BY OTHERS) LAMINATED GLASS 414 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INT❑ WOOD. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM SPACE (TYP.) SILICONE ADHESIVE BEDDING COMPOUND INTERIOR I' MIN. EDGE DISTANCE 1 1/4 MIN. EM 1 ENT 4mwmwmwmAntam.4 pr" «4EEE EEf («(«-<-{<{EEEf (�(««E «f !«!!1{1«f f E f, «11EEEE(4.4.4.S.S. «Ct.—kW EXTERIOR WALL FINISH BY OTHERS (TYP.) EXTERIOR 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.) 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 REQUIREDPER EACH VENT. 73' MAX. WINDOW FRAME BUCK WIDTH 1/4' MAX. SHIM SPACE (TYP.) rf. .PT. WOOD BUCKS a. EXT. GRADE CAULK 74' MAX. WINDOW FRAME FLANGE WIDTH 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INT❑ CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/4' MIN. EMBEDMENT 1 1/8' MIN. T. EDGE DISTANCE 4 "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 (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' 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 complying with the Florida Building Code Acceptance No B 'rat' Pete io U3 M M wo Q O ri 0)0-Jb Li 6 z}v z 11,1 = • •• • 696-8660 • GLASS DOORS IMPACT WINDOW aft 0 0 0 N 0 til W U 0 M I �0 \ n W 0 c 0 Ea O 0 U U m 0 e 0 0 o 15 4'0 l. a O N cc 1:4 z a O N Id z • • .• • • • •0•. . • 410.0 �• • • • # 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 (TYP.) CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND LAMINATED GLASS EXTERIOR 1/4' MAX. SHIM SPACE (TYP.) .P T. WOOD BUCKS 1/4" TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4' MBEDM EMBEDMENT 4 1 1/8' MIN. EDGE DISTANCE 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 or 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 INT❑ WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN—EQUAL LITE fj PRODUCT REVISED as complying with the Florida Ru ding Code / AcciptanceNo/ 'OW 4' 2 .ration Dute CD CDEs OD CROSS SECTION i 0 0 0 ID No change this sheet e' x a, 0 O 0 0 i U 6 �• • • • • /•••• r •. Notes I*). 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 30}7. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 1222 • as complying with r.e Building Code ' M Acv.eptaaca No / 1- 8Xpiraticur Thitet 13 ri%• L ' /moi Ivt SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) • .... cr.;5 4- V O Nen L a 4 0 c W • • • . U.0 \n 3 W c1- `ov~i n O U 0 Q U QUALITY ALUMINUM WINDOWS AND GLASS DOORS MANUFACTURER 1 0 a. 0 co L8700-0901 0 0 4 S O 0 re z N U z a V g DESIGN LOAD CAPACITY (PSF) - OX or XO WINDOWS WINDOW # Jamb # H & S Anchors_ +/- Pressures (psf) Glass Type "A" (* 2) Glass Type "B" (* 2) Glass Type "C" (*2) Glass Type "D" (* 2) Glass Type "E' (* 3) 1 Glass Type "F" (* 3) WIDTH HEIGHT Anchors + psf - psf _ + psf _ - psf _ +_psf - psf + psf - psf _ + psf - psf + psf - 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 n 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 48 4 6 65.0 65.0 65.0 65.0 v 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 v 65.0 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 v 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 48 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 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 65.0 65.0 65.0 70.0 70.0.. 70.0 70.0 80.0 80.0 80:0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 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 r 80.0 80.0 53.125 38.3754 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 r 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 v 50.625 5 4 65.0 65.0 65.065.0 .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 1 65.0 7 .0 70.0 70.0 70.0 80.0 _ 80.0 . 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70. 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 65.0 65.0 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 65.0 165.0 , 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 6 4 65.0 65.0 65.0 70.0 0.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 \605.0 65.0 70.0 .0 70.0 70.0 80.0 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 \.0 65.0 70.0 - -^. - ell -I1 - - - fi Notes I*). 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 30}7. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 1222 • as complying with r.e Building Code ' M Acv.eptaaca No / 1- 8Xpiraticur Thitet 13 ri%• L ' /moi Ivt SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) • .... cr.;5 4- V O Nen L a 4 0 c W • • • . U.0 \n 3 W c1- `ov~i n O U 0 Q U QUALITY ALUMINUM WINDOWS AND GLASS DOORS MANUFACTURER 1 0 a. 0 co L8700-0901 0 0 4 S O 0 re z N U z a V g e:# DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un -Equal Lite (1/4-112-1/4) + /- Pressures (psf) FRAME SIZE WIDTH HEIGHT #Jamb Anchors # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" f* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) Anchors + psf - psf + psf - psf + psf - psf _ + psf - psf + psf - psf +psf 1 -psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7 5.0 52.0 52.0 1 65.0 75.0 72 24 3 7 8 0.0 80.0 80.0 80.0 65.0 75.0 65.0 7 5.0 52.0 52.0 1 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 1 08 24 3 11 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 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 7 5.0 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 7 5.0 52.0 52.0 65.0 7 5.0 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 7 5.0 52.0 52.0 65.0 75.0 108 48 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 5 2:0 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 84 60 5 96 60 5 108 60 7 8 10 11 52.0 52.0 65.0 75.0 65.0 7 5:0 52.0 5 2:0 65.0 75:0 52.0 52.0 65.0 75.0 65.0 75:0 52.0 52.0 65.0 75:0 52.0 52:0 65.0 75.0 65.0 7 5.0 52.0 52.0 . 65.0 75.0 52.0 52.0 65.0 75.0 65.0 7 5.0 52.0 • 52.0 65.0 75.0 74 26 3 7 8 0.0 80.0 ' 80.0 80:0 65.0 75.0 65.0 75.0 52:0 5 2.0 65.0 7 5.0 74 38.375 3 7 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 74 50.62 5 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 74 58 5 7 52.0 52:0 65.0 75.0 65.0 7 5.0 52.0. 5 2:0 65.0 75.0 74 63 5 7 -52.0 52.0 • 65.0 75.0 65.0 7 5.0 52.0 52.0 65.0 7 5.0 79.5 26 3 9 52.0 52.0 65.0 75:0 79.5 38.375 4 9 52.0 52:0 65.0 75.0 65.0 rt 7 5.0 65.0 75.0 52.0 52,0 65.0 7 5.0 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 7 5.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 7 5.0 52.0 5 2.0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 7 5.0 52:0 52.0 65.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 7 5.0 52.0 5 2.0 65.0 7 5.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 5 2.0 65.0 75.0 106.25 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 _ 58 106.25 5 11 52.0 52.0 65.0 75.0 65.0 7 5.0 52.0 5 2.0 65.0 75.0 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 11 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 38.37 5 4 .11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 5 2.0 65.0 7 5.0 111 50.62 5 4 11 52.0 52.0 65.0 75.0 65.0 52.0 52.0 65.0 1 11 1 11 Notes 58 5 11 63 5 11 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, 13, 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. 52.0 65.0 65.0 75.0 75.0 XOX - On -Equal Lite 52.0 et -implying with the Florida adding Code cceptaace No *11 P intim Date By Micu 3i 4 - Dade Pforluc 52.0 52.0 65.0 65.0 75.0 75.0 SILL RISER - OPTIONAL APPLIED WITH SIL ICONE FOR DP ABOVE +70.0 PSF c. cn co 03 01 0 Ill C#) 0 0. 0 GI 11414 flo 0 k. 0 1 0 0 co • • • 1110000 • • • // // // XOX - On -Equal Lite 52.0 et -implying with the Florida adding Code cceptaace No *11 P intim Date By Micu 3i 4 - Dade Pforluc 52.0 52.0 65.0 65.0 75.0 75.0 SILL RISER - OPTIONAL APPLIED WITH SIL ICONE FOR DP ABOVE +70.0 PSF c. cn co 03 01 0 Ill C#) 0 0. 0 GI 11414 flo 0 k. 0 1 0 0 co • • • 1110000 • • • : DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3-1/3) + / - Pressures (pst) 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 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 . 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 J 52.0 52.0 65.0 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 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 _ 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 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 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 84 _ 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 60 60 5 7 - - 52.0 52.0 65.0 75.0 _ 65.0 75.0 52.0 52.0 65.0 LA 14;9:2\. �IND'LT ST�IF.•,'•�Ii�l'C: MANUFACTURER,.OF •QUALITY 72 60 5 9 - - 520 52.0 65.0 75.0 65.0 75.0 52:0 52.0 65.0 84 60 5 9 - - , 52.0 52.0 65.0 75:0 65.0 75:0. : 52.0 52.0 65.0 53.125 " 26 3 • 6 ' 80.0 80.0 80.0 . • 80.0 65.0 75.0 65.0 75.0 52.0 _ 5Z 0 65.0 53.125 38.375 4 6 80.0 80.0 130.0 800 65.0 75.0 65.0 . 75.0 52.0 52.0 65:0 53.125 50.625 4 6 70.0 .75.0 70.0 .75.0 65.0 75:0 65.0 - 75.0 . ..52.0. 52.0 I 65.0 53.125 58 5 . 6 l - - 52.0 52:0 65.0 75:0 65.0 75:0 . . 52.0 . 52.0 - 65.0 53.125 63 5 6. - - 52.0 52.0 65.0 75.0 65.0 75.0 . 52.0 52.0 65.0 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 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 . 52.0 52.0 - 65.0 74 .50.625 .4 9 - . 52.0 .. 52.0 65.0. 75.0 65.0 75:0 52.0 52.0 . 65.0 74 58 5 9 - - 52.0 . 52:0 65.0 75.0 65.0 75:0 . 52.0 52.0 65.0 74 63 5 9 - - _ - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 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 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 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 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 . 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 84 50.625 . 4 9 - - 52.0 52.0: 65.0 75.0 65.0 75.0 52.0 52.0 65.0 84 58 5 9 - - 52.0 52.0 • 65.0 75.0 65.0 75.0 52.0 52.0 65.0 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 RODUCT REVISED .. .. • Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. No complying INA% the i rida t wilding Code • ocepptanc¢ Na J • 0'12'1.14 ` ,>° ti.. °1z ,-`- g f t'. - "lig ' �Valtr4 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B, C, & D") \\ \ � \ \ Z: // ��/ ,'.��iraion Date AtTMEJI. %r U (.r ' y /u !. /,,� - ',\ r> i_ SILL RISER - OPTI❑NAL � ", " - ... ar '' 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP ._\\' \\ '\� '//' is DadzProd=tfill' � � r� VAPPLIED WITH SILK❑NE + (4.6 tet (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. /� I F❑R DP AB❑VE +70.0 PSF i • -:<' ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) % \ i (+80.0 DP MAX.) % '� - °� `' ",'�'*'+r i{t3oC4°� r'i. I�� oa I 4.) WITH SS 3OFT. . // j1i ry --.I INWINDOWS I.G EPXTERIORCLITTE SHALLINSTALLED THE HVHZ, THE BE TEMPERED. _ XOX-Esatal L to ,. E a • 0.600' GLAZING DEPTH 'SILICONE OPTIONS' DOV CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 LAMINATED GLASS .COMPOSITION - TYPE B ITEM GLASS DESCRIPTION Aj DETAIL (0 - DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS V 1190' SAFLEX PVB by Eastman Chemical co. 2 0.090' PLASTIC INTERLAYER 0..090' PLASTIC INTERLAYER 3 3 1/8' ANNEALED GLASS O E4 0.340 LAMINATED GLASS COMPOSITION - TYPE D ITEM GLASS DESCRIPTION Aj DETAIL LAMINATE DESCRIPTION BU7AC1TE PVB by Kurnray America. Inc. 1 1/8' HEAT-STRENGHTENED GLASS .1/Ir = .-_-_-- .0 0.090' PLASTIC INTERLAYER 2 0..090' PLASTIC INTERLAYER 3 = - _ 0 440340, - O 0) 0340• 3 1/8' HEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION I 0 DETAIL 1 LAMINATE DESCRIPTION 1 I/8' HEAT-STRENGHTENED GLASS n0 SAFLEX PVB by Eastman Chemical co. 2 0.090' PLASTIC INTERLAYER 1[5'�1� 3 1/8' HEAT-STRENGHTENED GLASS 0 440340, - LAMINATED GLASS COMPOSITION - TYPE F ITEM GLASS DESCRIPTION 0 DETAIL LAMINATE DESCRIPTION 1, 1/8' ANNEALED GLASS . i D .._.._. BUTACITE PVB by Kuraroy America, Inc. 2 0.090' PLASTIC INTERLAYER 1[5'�1� -`-= 3 1/B' ANNEALED GLASS T O /'I 0-340- 0.600' GLAZING DEPTH 'SILICONE OPTIONS-: DOW CORNING 899 SCHNEE-MOREHEAD 5731 TRENCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM GLASS DESCRIPTION I © DETAIL BUTACITE PVB by Kuraray America, Inc. LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS 2 0.090' PLASTIC 1NTERLAYER 3 2 0.090' PLASTIC INTERLAYER ■ ® z/v SAFLEX PVB by 3 1/8' ANNEALED GLASS i 01 0: - - >� - Eastman Chemical C0. 4 1/4' INSULATED AIR SPACE 6063-T6 ALUMINUM 4 5 I/8' ANNEALED GLASS U) f8 0 04 R) 0-340` INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM GLASS DESCRIPTION Gj DETAIL. LAMINATE DESCRIPTION BUTACITE PVB by Kuraray America, Inc. I I/8' ANNEALED GLASS I -� { r ■ ® .1/4 2 0.090' PLASTIC 1NTERLAYER 3 1/8' ANNEALED GLASS i0 _ 3 v -- 1 1/0' ' 4 1/4' INSULATED AIR SPACE Sire 1 0 Pa ti) 0.340' 5 1/8' ANNEALED GLASS <a> INSULATED LAMINATED GLASS COMPOSITION TYPE G - ITEM GLASS DESCRIPTION 0 DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS L-7703 1 2 0.090' PLASTIC INTERLAYER ITU ® U�4. _ '= 1' BUTACITE PVB by Kuroray America, Inc. 3 1/8' HEAT-STRENGHTENED GLASS 1 1/0' ' 4 1/4' INSULATED AIR SPACE . i. W2IE13/51 = _ 5 1/8' ANNEALED GLASS (a) 0 f74 00 0.340' - Ca) WINDOWS WITH GLASS TYPES 'A, C. OR 0- INSTALLED ABOVE 30F7. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS 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 ELEVATION AT SHEET 12 FOR MAX. FASTENER SPACING AN DP TABLES FOR QUANTITY) NOTE: THE LOWER PRESSURES OF' THE WINDOW OR MULL SHALL GOVERN �� EXTERIOR GRADE PERIMETER CAULKING PERIMETER SEALANT 1. ALL STEEL IN CONTACT WITH ALUM. TO 8E PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048") (3) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) E 1 METAL STRUCTURE ATTACHMENT DETAIL WINDOW FRAME 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 # 12 S.D.S. X 1 1/4" L. (SEE ELEVATION Al' SHEET #2 FOR MAX. FASTENER SPACING) WINDOW FRAME NOTE: EXTERIOR HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM # PART i!E 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 ( 3/8' ) 6063-T5 ALUMINUM 12 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 13 FS -040 AS READ. INSTALLATION SCREWS 1t14 SMS F.H./PHIL. 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULB 113033 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 2 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 I x LATCH LATCH SPRING STAINLESS STEEL 24 it 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL. 26.1 HC -044-1 2 WEEP FLAP & BAFFLE ■ 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1%2' X 1/2' X 2' L. 27 HC -040-1 - 2 SASH ROLLER & HOUSING x 28 HC -026-1 1 SCREEN FRAME & MESH • 29 >r 1 ATTACHMENT SCREW a CLIP #8 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 1 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 LII 2 LAMINATED GLASS See Details a L.H. oF sheet 9 34 x AS REQ'D. GLAZING SILICONE See Details a L.H. oF sheet 9 35 OPTIONAL AS REQ'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM -5504 AS REQ'D. JOINT SEALANT • 37 at AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT REVISED as complying with -the Fiona Building Cote Acceptance No 1 iT Dete 0 10 LO CO t0. M M <D to a w 0 oa- o) O U) _1 L- La 0 ta Z In 0 CO M 0- 1:4 - Go CS Z • • • • • •• • •. I-' ti ZD Ci O 40 ZD F. La a6 IL' Cr3 d G�. 0 • ' • �Ly. eVc 0• LAI lzr•z • 403 ZD •)4 •- • • Fi4 d •O •r&• L7• N 1 0 0 rn L8700-0901 1 1 ac 1 0 0 w r N0' ' < W 0 c - F- 0 to ga E c Ij 0 CD 0 O 0 0 0 n 1 m 0 N C.13 l) i - FRAME HEAD L-7703—�{ I FRAME FIXED JAMB L-7701 O SILL TRACK L-8702 O FRAME JAMB ® 0 \ FRAME TOP CORNER 0 72 I . \\ FRAME , READ DI ri.A93 750 � E'e11,--1—L285_1 /.. .844 _L\ 2643 ,062 SILL RETAINING L-8705 O 1.466 t CLIP 2.651 VENT TOP RAID 440*; FRAME ��il o JAMB • o • FRAME BOTTOM CORNER FRAME RAILii • • • . . • _ • L ,:11V (1 i'. ID ti • INC.) • •.• • ••• • • MANUFACTUItER.OF 414ITW'•ALUMJW M:0'I, 1499---- —� FRAME SILL L-8701 FRAME * VENT JAMB L-8703 .062 --1.754 1— .062 • 2374 L E7539PRING 21 LATCH VENT TOP CORNER ` MEETING • \` \ \ FRAME sILL ' j i lit VENT JAMB RAID \ \ Av ! '• `� • • • 2.643 862 _ "1141101*,�� NT K AI YE LOCK RAIL I t 1 2.655 i 111 �.1�� \ \��\\ .698 1--.750--1f \\ I O FRAME SILL / MEETING RAIL r !', VENT INTERLOCK L-7705 RAIL FIXED MEETING RAIL L-7704 VENT TOP BOTTOM RAIL L-7707 1.375 S a62 1.) 2.062 o VENT BOTTOM RAIZ VENT BOTTOM CORNER , J7 .062 L504 A78-- 2.285 12 9> FRAME & SASH CORNER ASSEMBLY DETAILS 06T L165 ��— i 1.075---I VENT JAMB RAIL L-7706 SILL ANCHOR CLIP L-8830 321.-7711 d 85 094 GLAZING BEAD L-7708 11 GLAZING BEAD 18 SILL RISER ADAPTER L-8706 20 Ze PRODUCTREVISED v as complying with the Florida Building CodeL4so 150 Acceptance No I. •022,2. t 4— I.'. eviration Dete :x'""9111 • 2/2, '2 AC d Miami * :,a ePrcxliset w ,. 0 I J� 2A00I _062 »so Ar 1 850 Aso r r 12so 2.794 .773— I do — .773 — 1k .050 •• 4 • • • • • • �•• • • f•• • ••• • INSTALLATION ANCHORS: (A) 4 MAX. AT FRAME HEAD (3) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET n4) 48" WINDOW FLANGE FRAME WIDTH --{ 13 3/4' I- II MAX. 0.C. C (_ 6' (MAX.) (MAX.-TYP, 6' ALL CORNERS) 10 1/4' IMAX. ABOVE MEETING RAILS J 1 AT 6' MEETING } RAIU, /. 9 7/8' MAX. BELOW MEETING RAILS 6 MAX. i I EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. • 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 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 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 # 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. D.L.O. Width Z+ Mox.i:4.-3-§716" I u ii II 11 t II 11 0/ if ;' '4 /f = i///// . I/' /,////ii II II p 11 11 X Mo)(' D.L.O. Wi tq h 4 II _ 0 ;;43 9 16•' ;; io uu = / // 1// A44. -=Yl'_ I it p I n x II o II 0 • II /'17H ii Ir / / I I -c 1i II •2 it = a J O ° 11 ( - p{I •C E ' h II a 4 7.000- WINDOW 0D'WINDOW BUCK WIDTH 48" x 78" EQUAL LITE ELEVATION INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) INSTALLATION ANCHORS, (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET 114) 1-6A 6. ALL CORNERS W J J 0 W d' 0 t` 0 z U H i 7 i 2 10 3/16' LLIz 2 1n 0 1 MAX. ABOVE MEETING RAILS 1 AT 6' MEETING i RAILS 8 1/2' MAX. BELOW MEETING RAILS C)` MAY. 53.125' WINDOW FLANGE FRAME WIDTH 10 15/16' MAX. D.C. m INSTALLATION ANCHORS' (A) 4 MAX. AT FRAME HEAD (9) NONE PER FRAME SILL (C> FRAME JAMBS (SEE SHEET 114) 6' Mox. ;b.L.O. Widt1i 2 9 11/16•• ii II II II II II NNW II SERIES -7700 :2''S' WINDO>» i1,jt,K WIDTH UN -EQUAL LITE RADIUS ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) SINGLE HUNG 53.125' WINDOW FLANGE FRAME WIDTH 13 3/4' MAX. O.C. C 'MAX. 6.(MAX.-TYP. ®\ ALL CORNERS) J 9 3/MLEI8' a ING fMAX. ABOVE o w RAIL' 1> a = 0 W )• N a0 yZ 7> I 10 3/4' 1 AT `o 6' MEETING $ RAILS IMAX. BELOW MEETING RAILS 6'MAX. - X . tNT. FALSE COLONIAL MI 'NUNS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. IMPACT WINDOW 52.1_5' WINDOW BUCK WIDTH UN -EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) FLANGE FRAME INSTALLATION ANCHORS: --- (A) 4 MAX. AT. FRAME HE_(. -`,, (B) NONE PER FRAME SILL' (C) FRAME JAMBS (SEE SHEAT 114 53 125' WINDOW FLANGE •FRAME WIDTH 13 3/4' MAX. ac. c c 6' (MAX. 0 0 20 W J J 0 W (TYPICAL AT ALL CORNERS) } 9 5/8' IMAX. ABOVE MEEI1NG RAIL I AT 6' HEETING $ RAIL 9 I/4' MAX. BELOW MEETING RAIL 6MAX. EXT. 1. INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. I u ii II 11 t II 11 0/ if ;' '4 /f = i///// . I/' /,////ii II II p 11 11 X Mo)(' D.L.O. Wi tq h 4 II _' III 48 11/181 u II I I I II II II itI / -J 11 � •I ( - p{I •C E ' h II a 52.1_5' WINDOW BUCK WIDTH UN -EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) FLANGE FRAME INSTALLATION ANCHORS: --- (A) 4 MAX. AT. FRAME HE_(. -`,, (B) NONE PER FRAME SILL' (C) FRAME JAMBS (SEE SHEAT 114 53 125' WINDOW FLANGE •FRAME WIDTH 13 3/4' MAX. ac. c c 6' (MAX. 0 0 20 W J J 0 W (TYPICAL AT ALL CORNERS) } 9 5/8' IMAX. ABOVE MEEI1NG RAIL I AT 6' HEETING $ RAIL 9 I/4' MAX. BELOW MEETING RAIL 6MAX. EXT. 1. 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) PRODUCT REVISED .xs complying with the Florida 5),dr: iog Coda Acwptattec IVo I6•fod3.o E , -ration CMZ t / We/Miar»i : /e P)T►decT Con/-/' O (0 CO M M - cn a 0 1.0 cT O'0 L_ Pe) Z >: - 0 J Z 0 ca CLW • • • • • •• • AND GLASS DOORS AND NOTES in w 0 0) 0 O O Y[pp[ 1' A 3 ply w/ 2010 FOC U O V mpty w/ 2014 FOC 0 '0 K a 0 c U m 0 E U U 0 w a 9 Ip O I 0 N z 1r 0 W z • 4. / 1<1 • • • • •••• • •••• • •• 4 • 1 1 Mo>I, D.L.O. Width t� o =ii48 I1//. II II ii/T .2 p 11 n �I O B n . a M n I I II II _a L is _ 11 II II O m 1 \ II I 52.125' WINDOW BUCK WIDTH EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) PRODUCT REVISED .xs complying with the Florida 5),dr: iog Coda Acwptattec IVo I6•fod3.o E , -ration CMZ t / We/Miar»i : /e P)T►decT Con/-/' O (0 CO M M - cn a 0 1.0 cT O'0 L_ Pe) Z >: - 0 J Z 0 ca CLW • • • • • •• • AND GLASS DOORS AND NOTES in w 0 0) 0 O O Y[pp[ 1' A 3 ply w/ 2010 FOC U O V mpty w/ 2014 FOC 0 '0 K a 0 c U m 0 E U U 0 w a 9 Ip O I 0 N z 1r 0 W z • 4. / 1<1 • • • • •••• • •••• • •• 4 • 1 1 • 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) x U i w ix 0 z 1 1/8' MIN. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1 1/4' MIN. 4 a 4 e. EMBEDMENT 4. !' • 4 EXTERIOR GRADE PERIMETER CAULKING SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS INTERIOR 1' MIN. DDE OISTANC #14 S.M.S. W/ I 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) LAM NATED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR z .PT. WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #1 �;�I�� li 1• .,FOR MAX. FASTENER SPACING) -�' ( steam 11talmut:m.1m I Milli ----11111411 Y - EXT. GRADE CAULK MEETING RAILS EXTERIOR #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO MOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) EXTERIOR C) EXTERIOR GRADE PERIMETER CAULKING EXT. GRADE CAULK 1/4' MAX. SHIM TYP 4 a. 4 4 4 4_ 4 a.a 04 4 a_ 44 d 4 .4 a 4 n a 4 4 4 4 a EXT. GRADE CAULK 1 BY OR 2 BY WOOD BUCK 1' MIN. DGE DISTANC 4.. 1 1/8' MIN. 4 4 4 a. 4 , .a EDGE DISTANCE WINDOW FRAME WIDTH EXTERIOR GRADE PERIMETER CAULKING 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 #l2 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 REVISED as complying with the Florida Building Code Acteptrwcc No 1CD-100g, 0 *ration Pete BY +rSi�u IP. NIy 1 ('[l Prode4ct Cow 0 U, 00 t0 o0 (0 GLASS DOORS IMPACT WINDOW DETAILS & NOTES z 0 (/) 0) 0 t:4 U •4 •z •p0 O X •Q •• • F C4 •f• O• •O• 2• z 3 1 0 rn O 0 0 0 N a E 0 U 0 0 • ib 0 o i C 8. Revised to Comply w/ 2014 FSC C. Compliance w/ FBC 5th Edition (2014) and ASTM E1300-09 m 25 i 4 N r tlo \ C 0 0 0 of c, Cil z xxg U a Cr] Pa z o Zu. gt1 lz w n .r a x n. • • • x • • s • • • .1 1 ••1 • • • 0.600' GLAZING DEPTH 'SILICONE OPTIONS', DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 LAMINATED GLASS COMPOSITION - TYPE 2 ITEM GLASS DESCRIPTION 0) DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS 1 .1,T' A091 0.090' PLASTIC INTERLAYER SAFLEx PVB by Eostnon Chemical co. 2 0.090' PLASTIC INTERLAYER .i •� a -"T 3 1/8' ANNEALED GLASS 0 Ca' 0.340' J LAMINATED GLASS COMPOSITION - TYPE 3 ITEM CLASS DESCRIPTION DA ) a_S— - DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS 0.090' PLASTIC INTERLAYER t SENTRYGLAS by Kurarny America, Inc. 2 0.090' PLASTIC INTERLAYER 1 0 0 0.340.7 1/8' HEAT-STRENGHTENED GLASS -- _= 3 1/8' ANNEALED GLASS O el our LAMINATED GLASS COMPOSITION - TYPE 4 ITEM GLASS DESCRIPTION t Q DETAIL LAMINATE DESCRIPTION 1 1/8" ANNEALED GLASS 1 .1/8• j BUTACITE PVB by Kuraray Americo, Inc. 2 0.090' PLASTIC INTERLAYER 4.090• f / -_ _ - i 3 1/8' ANNEALED GLASS 1 0 0 0.340.7 LAMINATED GLASS COMPOSITION - TYPE 5 ITEM CLASS DESCRIPTION Q DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS y - --- - - TT BUTACITE PVB by Kurproy America, Inc. 2 0.090' PLASTIC INTERLAYER �a•N558821----= 3 1/8' HEAT-STRENGHTENED GLASS j 0 E% 0.340• 0.600' GLAZING DEPTH 'SILICONE OPTIONS', DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE 6 ITEM GLASS DESCRIPTION © DETAIL LAMINATE DESCRIPTION 1 I/O' HEAT-STRENGHTENED GLASS BUTACITE PVB by Kurarpy America, Inc. 1,8 = _ 2 0.090' PLASTIC INTERLAYER Ii f ■ ® .1/4• 3 1/8' HEAT-STRENGHTENED GLASS w .1/8' I -- - _ 490' i —a 5 4 1/4' INSULATED AIR SPACEf • R£�0 = 1 0 0 Q 0.340`- 5 1/8' ANNEALED GLASS INSULATED LAMINATED GLASS COMPOSITION TYPE 7 ITEM CLASS DESCRIPTION Q DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS SAFLEX PVB by Eastman Chemical co. 2 0.090' PLASTIC INTERLAYER © .1/4• 3 1/8' ANNEALED GLASS 1/ • .090' - _ _ _ - 4 1/4' INSULATED AIR SPACE 1fD'W71121M f --_ 5 1/8' ANNEALED GLASS O © 0.340 GLAZING DETAILS AND OPTIONS 814 S.M.S. N/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 81 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES, INC. —1/4' MAX. SHIM SPACE INTERIOR WEATHERPROOF MOISTURE BARRIER BY OTHERS (TYP.j 2X 2X EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYP.) aneunv:u1�i11�1ixu; :; ; 1 1/4' MIN. MB EDMENT C fKl2.V.KChVh4l,YIKIMXhKhKhY iAVT V hY>jTTN!)J44-(4+vAV).1+h4 fKf Ki KifKf,,,, (4K4K1KifK JAMB STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT 0R G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXTERIOR EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APF_IED BY OTHERS (TYP.) 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 INTERIOR 8 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. CSCE ELEVATION AND DP TABLES FOR QUANTITY AND FASTENER SPACING) EXTERIOR E2 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 ANO MAX. DESIGN PRESSURE LIMITATIONS. INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE 1/4' MAX. HUNG WINDOW OR MULL SHALL GOVERN SHIM # 12 S.D.S. X 1 1/4" L. SEE ELEV. FOR SPACING 1' PERIMETER SEALANT EXTERIOR E1 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") B) ALUMINUM : 6053-T5 MIN. (ALUM. 0.078" MIN. THICK) PRODUCT REVISED ee:TlplyMg with the FIS Building Code Acceptance NO t%- I J - . • ration Dote C4 O 2 F •• •� V• • •49.7,4� helk i Q � a W L7700 -0901 B. Revised to Comply w/ 2014 FBC C. Compliance w/ FBC 51h Edition (2014) and ASTM E1300-09 0 o I Cp rp m •0 N Y yy O 0 8 0 0 0 m z 0 N 40 W z 0 U a .....•••.. .„..,,,,,,,,,„01,0 a <tis i cd z04.; p i Cil 43 it �:C7 CEJ r` L11 Co: y 1n xv;�Q rn;U x.• -_ 4 I, SHIAtt • • g • • 0 • DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 3H VENTS W INDOW # Jamb Anchors + / - Pressures (psf) Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 50.625 HEIGHT 60.0 80.0 80.0 26.5 50.625 60.0 80.0 80.0 37 50.6256 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 37 596 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 80.0 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 636 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 19.125 7860.0 80.0 60.0 80.0 80.0 26.5 788 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW # Jamb Anchors + / - Pressures (psi Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 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 80.0 60.0 80.0 80.0 26.5 788 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 A% i%. APPROVED CONFIGURATIONS UN -EQUAL LITE DESIGN LOAD CAPACITY (PSF) - EQUAL LITE WINDOWS WINDOW # Jamb + / - Pressures (psf) APPROVED CONFIGURATIONS UN -EQUAL LITE DESIGN LOAD CAPACITY (PSF) - EQUAL LITE WINDOWS WINDOW # Jamb + / - Pressures (psf) 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 0 6 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 50.625 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 80.0 60.0 80.0 80.0 80.0 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 37 636 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 • APPROVED CONFIGURATIONS - EQUAL LITE PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1G - Expiration Date By Miami : + ProiMct 21 t0 0 co _ co u> M co N cn oco o ct rn O tri M >: ▪ 0 Z C) W CO M o WINDOWS AND GLASS DOORS 0 z_ U to a o a 0 z O Gc. m C.) z 0 U •� x .44x U W z 0 a U 0 e x< u co • 0 ol a E U E plionce w/ FBC 5th Edi U MANUFACTURER M E1300-09 tn 0 0 •0 .las •'- •4. cr] Fadcn N V r .o • • 0 .. { h 0 rn 0 0 0 5. • •. • • • 0 0 N W z yU i; cn wiz gal s :c.o. 4...:7, ....7 3 P I i I / ti gelk U COcn XI CD, • •; •! . • • FRAME HEAD L-7701 0 -7 .500 11� -.062 2.651 ( 6083-T5 ALUMINUM ) .844 FIXED MEETING RAIL L-7704 0 .078-� 1.504 6063 -TB ALUMINUM ) 1.094 -1 -J .062 2.285 FRAME SILL L-7702 0 ( 6063-T5 ALUMINUM ) .062 1.441 1 u 4-050 2.437 .500 2.713 FRAME JAMB L-7703 ( 6063-T5 ALUMINUM ) 0 r_1.250 VENT INTERLOCK RAIL L-7705 O( 6063-T6 ALUMINUM ) 5 .062 - 1.075 2.062 VENT BOTTOM RAIL L-7706 O( 6063-T6 ALUMINUM ) VENT JAMB RAIL L-7707 O( 6063-T6 ALUMINUM ) 1165 VENT SPRING LATCH L-7539 ( 6063-T5 ALUMINUM ) GLAZING BEAD L-7708 ( 6063-15 ALUMINUM ) GLAZING BEAD L-7711 16 ( 6063-15 ALUMINUM ) GLAZING BEAD L-4204 ( 6063-T5 ALUMINUM - -.05C .000 466 FRAME TOP CORNER FRAME JAM FRAME HEAD FRAME BOTTOM CORNER VENT TOP CORNER VENT JAMB RAIL VENT TOP RAIL VENT BOTTOM RAIL VENT BOTTOM CORNER FRAME Sc SASH CORNER DETAILS 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 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 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 REQ'D. FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC -024-t 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 AS REQD. _ 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 * 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 REQ'D. JOINT SEALANT SM -5504 32 * AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT REVISED as complying with, fila Florida Building Code Acceptance No IG- 003°©t Expiration Dote '.C�ec� . Z By • IMPACT WINDOW e - w a In W z 0 0 • •w •• •� s • K • W ••• •iP • •A •0- 0• • • a• •� • • •t (JZ 4 x 1 5- 0 07 rn 0 0 0 Ls - m 0 N 8 E 0 0 0 m 0 B. Rev',sed to Comply w/ 2014 FOC C. Compliance w/ PBC 5th Edition (2014) rn 0 0 W 2 0 01 C N •o 0 s O 1 5 0 0 oc z 1 v 0 N 16 z 0 a V a _ tot ill 118144 044.4,040.,.. : • 4 • ......4/„.. ,..1.,!4.1„.0 o z 01 Cr �7 ljJ .. 1,..cl..,;„:14% d0 o R' a.