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HomeMy WebLinkAboutNOA- SLIDING GLASS DOORM INI I®DiADE St Lu • DEPARTMENT OF REGULATORY A BOARD AND CODE ADMINISTRATI, NOTICE OF ACCEPTAP Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 I I MED BY RECEi + . i6 County Dcu D ECONOMIC RESOURCES (RER) Ni DIVISION CE (NOA) OA3I—DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 2590 F (786) 315-2599 www.miamidade.gov/economy 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 inMiami—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 Coun .y) 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 tomeet the requirements of the applicable building code. This product is approved as described Herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door— L.M.I. APPROVAL DOCUMENT: Drawing Glass Door (LMI)", sheets 1 through 1 revision "A", dated 01/15/13, signed and Product Control Section Renewal stamp • Miami —Dade County Product Control Sec MISSILE IMPACT RATING: Large LABELING: Each unit shall bear a pc model/series, and following statement: " A noted herein. REVISION of this NOA shall be conic no change in the applicable building code No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding of 14, prepared by manufacture, dated 09/25/12, with the latest sealed by Thomas J. Soto, P. E., bearing the Miami —Dade County vith the Notice of Acceptance number and Expiration date by the Small Missile Impact Resistant label with the manufacturer's name or logo, city, state, ide County Product Control Approved", unless otherwise after a renewal application has been filed and there has been Lively 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 entiretyI INSPECTION: A copy of this entire NOA shall be provided io'the user by the mamfacturer-'or±its distributors and shall be available for inspection at the job site at the. request of the Building- Official. This NOA renews and revises NOA's No.'sl 12-0127.06 and 12-0127.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D'. Gascon, P. E.- NOA No. 12-1204.12 -;Expiration Date: February 13, 2018 t Lti1t� Approval Date: January 31; 2013 Page 1 RANDALL E. ST®FFT ARCHITECTS, PA 7 79 AR#4011105 PROVED [� REVISE & RESUBMIT ® APPROVED AS CORRECTED rl REJECTED T Nis review is only for general conformance w. tih the design concept of the project and general compliance with the information given in the contract documents. Corrections or comments made on the shop dratvings during thi-a reviews do not relieve the contractor from compliance with the require - in -wits of the plans and specifications. Approval of a spers'fic Item shall not InOWde approval of an assembly of which the Item is a componan:. Con- tractor is responsible for. Dimensions to be confirmed and correlated at the job :Jta; Infomrafion that pertains Solely to the fabrication processes or to the moans, methods; tedmiques, sequences'and procedures of construe lion: coordination of the worts of al other trades: and for performing all war'lr in a safe and satisfactory manner. DATE BY. _ � r IM Of A MIAMI•DiADE DEPARTMENT OF REGULATORY AND BOARD AND CODE ADMINISTRATION NOTICE OF ACCEPTANC Lawson Industries, Inc. 8501 NW 90a' Street Medley, FL 33166 SCOPE: This NOA is being issued under the o materials. The documentation submitte Product Control Section to be used in.? Having Jurisdiction (AHJ). This NOA shall not be valid after th Control Section (In Miami -Dade Count the right to have this product or mater% fails to perform in the accepted manner, may immediately revoke, modify, or st RER reserves the right to revoke this Control Section that this product or mats This product is approved as described Code, including the High Velocity Hum DESCRIPTION: Series "SDG-9200" MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION RESOURCES (RER) 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mismidadex7ov/economy plicable rules and regulations governing the use of construction has been reviewed and accepted by Miami -Dade County RER- ami-Dade County and other areas where allowed by the Authority expiration date stated below. The Miami -Dade County Product y) and/or the AHJ (in areas other than Miami -Dade County) reserve al tested for quality assurance purposes. If this product or material the manufacturer will incur the expense of such testing and the AHJ spend the use of such product or material within their jurisdiction. acceptance, if it is determined by Miami -Dade County Product Trial fails to meet the requirements of the applicable building code. ierein, and has been designed to comply with the Florida Building cane Zone. APPROVAL DOCUMENT: Drawing Glass Door (LMI)", sheets 1 through 14 revision "A", dated 01/15/13, signed and Product Control Section Renewal stamp Miami -Dade County Product Control Sec MISSILE IMPACT RATING: Large LABELING: Each unit shall bear a pt model/series, and following statement: 'I noted herein. REVISION of this NOA shall be conic no change in the applicable building code Sliding Glass Door - L.M.I. No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding of 14, prepared by manufacture, dated 09/25/12, with the latest sealed by Thomas J. Soto, P. E., bearing the Miami -Dade County with the Notice of Acceptance number and Expiration date by the Small Missile Impact Resistant label with the manufacturer's name or logo, city, state, Lde County Product Control Approved", unless otherwise after a renewal application has been filed and there has been tively affecting the performance of this product. TERMINATION of this NOA will occur, after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA's No.,, 12-0127.06 and 12-0127.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewedi� by Jaime D. Gascon, P. E. I NOA No. 12-1204.12 Expiration Date: February 13, 2018 MIAM W-11 COUNTY LL�t'% Approval Date: January 31, 2013 Page 1 Lawson Industries, Inc. AU LtUh Vr AU hrlAlVu.L: A. DRAWINGS 1. Manufacturer's die dr wings and sections. 2. Drawing No. L9200 --�201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", da ed 01/15/13, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) U form Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated) 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI' 11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, date 06/13/12, HETI-124053 and HETI-12-4064, dated 09/24/12, all signed an sealed by Rafael E. Droz-Seda, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyc is Wind Pressure Loading per FBC, TAS 203-94 along with marked-updrawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11 3307, dated 10/03/11, HETI 1-3314, dated 10/20/11, HETI-11 3330, dated 01/16/12, HETI-12-4052, dated 07/16/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up c I . gs and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041, dated 1012/12, signed and sealed by Rafael E. Droz-Seda, P. E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Wateriesistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced, Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.112.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared. by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, P. E. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-1 Lawson Industries, Inc. A V 11Uh UV AUuhr l AIN UE: 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 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dateA 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Doz—Seda, P. E. 6. Test reports on: 1) A' Infiltration Test, per FBC, TAS 202-94 2) Ulform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 24� 1.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL�� 3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G C. CALCULATIONS 1. , Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 10/12/12, with the latest revision, dated 01/15/13, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No�. 11-0624.01 issued to E.I. DuPont DeNemours. & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. I ,I i _ I Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-2 Lawson Industries. Inc. E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 11-1102.09 issued to Solutia, Inc. for their "Saflex CP - Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on112/11/13. 4. Notice of Acceptance No. 11-1102.10 issued to Solutia, Inc. for their "Saflex HP Clear or Color Glassy Interlayers" dated 06/14/12, expiring on 04/14/13. 5. Notice of AcceptancelNo. 11-1102.11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. F. STATEMENTS 1. Statement letters of no financial interest, independence, conformance and complying with FBC 2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E. 2. Laboratory addendum Metter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11 3271, HETI-11-3272,HETI-11-3274, HETI-11 3275, HETI-11 3291, HETI-11-3292, HETI-11 3307, HETI-11 3313, HETI-11-3314, HETI-11 3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-124054, HETI-124064 and HETI-124065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P� E. 3. Laboratory compliance 'letters for Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3270, dated I05/16/11, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11 3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11 3291, dated I07/15/11, HETI-11 3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI �11-3313, dated 10/20/11, HETI-11 3314, dated 10/20/11, HETI-11-3329, dated 101/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI 1i12-4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-1240542 dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated, 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda,!P. E. 4. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-3 Lawson Industries, Inc. F. STATEMENTS (CONTnvu: 5. Laboratory compliant Reports No.'s FTL-3 (Submitted under pre 6. Laboratory compliant Reports No.'s FTL-; Joseph C. Chan, P., E. (Submitted under pre 7. Laboratory compliant Reports No.'s FTL-, dated 04/26/02, F1 FTL-3516, dated 07/ (Submitted under pre G. OTHERS 1. Notice of Acceptance Series IISGD-9200 Alt and expiring on 06/13/1 2. Notice of Acceptance Series IISGD-9200 Alt and expiring on 02/13/1 ANCE letters issued by Fenestration Testing Laboratory, Inc., for Test ►8, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. ous NOA No. 02-1126.04) letters issued by Fenestration Testing Laboratory, Inc., for Test Z5 and FTL-3572, dated 09/09/02, both signed and sealed by ous NOA No. 02-1126.04) letters issued by Fenestration Testing Laboratory, Inc., for Test 24, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, -3492, dated 06/20/02, FTL-3493, dated 06/24/02 and ✓02, all signed and sealed by James •G. Worth, P. E. ous NOA No. 02-1126.04) o. 12-0127.06, issued to Lawson Industries, Inc. for their tinum Sliding Glass Door - L.M.I.", approved on 04/12/12 o. 124127.24, issued to Lawson Industries, Inc. for their iinum Sliding Glass Door - L.M.I.", approved on 04/12/12 E-4 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 / / /F a= G= a= MULTI —SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SEE ULLUW SEE BELOW SEE BELOW SEE BELOW NOTE ®5. NOTE B f; I. NOTE IS f� NOTE ITS._ 1 1 1 1 1 1i F p o o it li p I 11 0 U �� 0 iD<i% r- 1 ,v =/ ,m a= a• tt ,m F y a= -0. o- a= a= G= a• 1 Xr -LP or RP-1X r 2D/2T - XX or r 4D/3T - XXXX or 4D/2T XX-LP or RP-XX LP-XX-RP i2./2T - LP-XXXX or RP-XXXX or LPXXXX-RP 1D/2T - RP 2D 2T / -RP �4D/T RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) l/2T SEE BELOW /-' NOTE S5. 2D/2T - LP/RP r 1 1 0 1 s 1 V 1 O a f' 1 IJ 1 1 1 r 3D/3T - XXX or LP-XXX or RP-XXX 3D/3T --9 SEE BELOW is l� NOTE 05. (LEFT POCKET OPPOSITE) Agin � a 4D/2T - LP/RP 4D/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) NOTES 1) REFER TO SHEETS 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 4D/2T - LP 2) REFER TO SHEETS 9, 10 & 11 OF 14 LEFT POCKET SHOWN FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 5) FOR POCKET WALLS SEE GENERAL _ NOTES A75_&_J6 a= a �,a k/.T �-.. �..O (� .�� fir'.._ -_,mil • •• - 2 DOOR NOTES: 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3 & 4 DOOR NOTES 1) REFER TO SHEETS 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. SERIES: SGD-9200 IMPACT SLIDING GLASS DOOR " .. C � General Notes: y Ix 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE m to o O REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY m p n Z A HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS 3 a< 0 C rn IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING Z � z i fn RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS W p OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL to a .0 = 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR i SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEETS a Z 2, 5, & 8 of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE p A DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. a] 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF a ANCHORS INTO WOOD ONLY. z 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS H Q z TYPES TABULATED HEREIN (SEE SHEETS y 2, 5, & 8). ® 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6, 7, 9. 10, & 11 OF 14. C 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED CIO]j() I d W a d W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND N C O ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE F 0 ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24. U) 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED la a PANELS. ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. Q A I1.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED y PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION ~ APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6, 7, 9, 10, q & 11 OF 14. \ 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS 1,0 TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 14.) POCKET DOOR CONFIGURATIONS_ ARE -AS -SHOWN -ON SHEET 8 OF 14l-REFER-- 8 ; -TO-SHEET-11 OF 14 FOR ADDITIONAL DETAILS. WALLS 15.) POCKET ARE NOT PART OF THIS APPROVAL. 8 E o 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE u' REVIEWED BY THE ENGINEER OF RECORD (EOR). ? Si g ty LAMINATED GLASS a m 0 a m z LARGE MISSILE IMPACT �� DOORS GLAZED WITH LAMINATED GLASS RATED FOR ° o ° LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. cd c_ mmn "a'� �, �� PRODUCT RBNBVIED z CF i �o av hoc+ -'a_,,,% O <C M mmglyrti .+ith tCe Florida Building T:n:'•e o Accc ldo � � C ° s 4J .,�:a z! $f'Z P' , By'� � d9 :i� Miami Dade PrMaat Canlm DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT FT./IN, Fr./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 6/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 8/0 (WITH STEEL) 6/8 55.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 B/0 (WITH STEEL) 8/0 56.7 65.0 56.7--[ 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT FT. IN. FT./IN. EXT. (+) INT. (-) EXT. (+) INT. I(-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 . 75.0 6/0 STEEL) (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 8/0 (WITH STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/0 (WITH STEEL) 8/0 65.0 65.0 65.0 65.0 X X X X 98 3/8" MAX. 13 1 /4" MAX, CLUSTER OF 4 ANCHORS SPACING LIMITATION: TYP. AT SOLE ENDS Anchors not to exceedHEAD/SILL 6" MAX. 10 1/2" O.C. at Doors smoker than 60" in .i[h."- HEAD/S CORNEI I I 7/16" LAM. GLASS I I IA In Gj Q `vim o nw no I=> I �/ I STEEL REINFORCING AS REOD. SEE CHART AT LEFT X `r O NOTES: 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX, o. {, 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. 50" MAX 50" MAX. PANEL WIDTH II II II II II II MAX. D.L.O.: LAMINATED -GLASS PANEL -WIDTH-- - 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) LARGE MISSILE IMPACT.AND REQUIRE NO SHUTTERS. BULB VINYL 17 -BULB VINYL-0 BULB VINYL 17 BULB VINYL 17 1 -3/16" HEAT STREN'D GLASS ` 090 INTERIAYER �3/16" HEAT STREWD GLASS C 3/16" HEAT STREN'D GLASS 3/16" HEAT STREWD GLASS DuPonl SentryCloss by: d 090 I INTERLAYER DuPont Bulocite by: a \ .090 SAFLEX HP or Color Glass Interloyer 0: .090 PVB SAFLEX t-Clear or Color Gloss Inledoyer F" W E.I, DuPont DeNemouro & Co.. In ? W m HEAT STREN'D GLASS" tD I E.I. DuPont DeNemours &Co., Inc. W ` r3/16" HEAT STREN'D CLASS m, by: Solulio, Inc. W I �Cloor r3/16" HEAT STREN'D GLASS m I by: Solutio, Inc. J 3/16" HEAT STREWD GLASS �3/16" Z Z f U) SILICONE N SCHNEE-MOREHEAD 5731 S DOW CORNING 899 g Z / SILICONE � SCHNEE-MOREHEAD 5731 DOW CORNING 899 - g t Z I! SILICONE U) SCHNEE-MOREHEAD 5731 g I SILICONE I _SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 NC7 TREMCO SPECTRUM 2 DOW CORNING 899 pD TREMCO SPECTRUM DOW CORNING 899 m Nv 2 TREMCO SPECTRUM 2 .I I 40 .I I 40 I I, 40 .. I 40 W m, 'od a: PRODUCERENEWED Flarido � ['t(1T') W I+ I x o w W oa BmIdI plyiodevithihe Bm7ding Codo Acceptance No �B y� =�.T GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GL.ASS TYPE 'D' Exp' '�P,.d.d a GLAZING DETAILS y Miami D o � " C4 -� vs M� y o n C3! o A o moo Z C] 'b a ooz m � a c a z T, g Q aIE- V 0 0 Z F ®~ �zz r � 11 a d o a O O N Q w 05134 a � a z NEI 9 j1.6"- M" O TYPICAL ANCHORS IN PAIRS SEE ELEV, FOR SPACING 1BY WOOD BUCK 1" Min. TYPICAL ANCHORS IN PAIRS Jge Dist. SEE ELEV. FOR SPACING 1" Min. Dist. ( •7/16•-LAMINATED GLASS I 29 l NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 0: N_ 0_ JLO It, ) 1/16 or 1/8" SILL RISER N to - ADHERED TO SILL a w WITH SILICONE �Uw1 FULL LENGTH OF UNIT N I � 21 ® 22 19 id G 2 aV= M 0 to Lj °2p 14 11 •. 39. e t TYP .b 1/4' TAPCON or APPROVED EQUAL BY FOR V/ V MIN. EMBED. INTO 3.2 Ksi Con[. E 6' FROM CORNERS A SEE ELEVATION AT SHEET Non -Shrink, Non -Metallic 2 OF 14 FOR MAX. SPACING. Grout of Minimum 5 Ksi TYPICAL. ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV. FOR SPACING v1 �' 27 Wood Buck Subslrole or Wood Slru ture w/ ($m) Specific G 'ty- .55 n. (iyp.) 1mD i C 2 v V7 M eD T7 M ,o y F_ F' 04 Z \ yoe n O x O 0 o u mole O 10Z C A u 3"� fn N Z r Q Q• U) �( 1AEiAL ST'RUCNRB ATTACHMENT DETA11s Z O c 3/4" Min. NOTE: 'En; � a 2 C7 Edge Dist. 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. i F W CJ' 0 j TYPICAL ANCHORS IN PAIRS 2. METAL STRUCTURES: SEE ELEV. FOR SPACING A) STEEL : Fy 76 KSI MIN. 12 GA. j `,�, aOO A co (STEEL MIN. THICK - 0.105-) B) ALUMINUM 6063-T5 MIN. C a .] (ALUM. 0.078" MIN. THICK) V W MIAMI-DADE COUNT) MULLION SEE SEPARATE NOA ¢ y = 0)APPR'D N Fr ®„ cr a W d . av=iJU 1 34"Min. a O \ Edge Dist. rA ea' e rn a WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND yy H FJ' C/) TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTWNS HEAD -SILL JAMB RmUedmen Edge DI.L Cooerete ELCO ULTRACON 1/4" 1/4" 1 3/4 l" 2.85 Ksi _BUILDER— —1/4= —_ -1-3%4'— 4' 3.2 Ksi BUILDEX- 3/16" 1 3/4" 3" 13.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK min.) ANCHOR OPTIONS HEAD-S111. JAMB Embedmeo Edge Diet 2x Wood ELCO ULTRACON 1/4' 1/4" 1 1/4" 1" '55 SC BUILDER 1/4" 1/4' 1 1/4" 1" .55 SG S.M.S. (Into 2X) 112 #12 1 1/4' 1" .55 SG HI F -X F DRI IN SCREWS ' ems` INTO METAL STRUCTURES Mismi Dade lhvd:lcYC STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 010 SIM m INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICALDG EE DISTANCE (1/4ry INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) Nfd jp (1/4-) INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) 'yft (3/16-) INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX)06 INTO WOOD STRUCTURE - 1" MIN. m INTO METAL STRUCTURE = 3/4" MIN. f'05! SEALANTS: s FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. AL ANCHORS IN PAIRS ELEV. FOR SPACING TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1/4" MAX. 1/4" MAX. SHIM SHIM METAL STRUCTURE ATTACHMENT DETAP NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PANTED OR PLATED. METAL 2. METAL STRUCTURES: STRUCTURE A) STEEL : Fy = 36 KSI MIN. (STEEL 12 GA MIN. THICK = 0.105') _ III ALUMINUM 6063-T5 MIN. ,! (ALUM. 0.078" MIN. THICK) NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 14 TYPICAL ANCHORS IN PARS FOR VERTICAL CROSS-SECTION DETAILS. SEE ELEV. FOR SPACING 3) REFER TO SHEET 3 OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 /4" MAX, © O FOR MAX. ANCHOR SPACINGS. SHIMiF 1/4" SHIM I n MAX. •'.'�I L ... — — — — —1 ISCREENS OPTL.— — — ` NOT REOD. SIZES 25 ONOT R 6D. SEES SEE CHART ON SHEET 2 OF 14 2D2T — XO EXTERIOR / (SYlOWr0 DOOR WIDTH 2D/2T — OX (Reversed) l a 'Z n. m 1BY WOOD BUCK PRODUCT RENEWED as complying With tlt= Florida 8ltildity Code t2- 1 O4� 12 Accepters- Nn \ 8 Miami Dcde Product Coatr 1 v � Z 'n O to G 0 (�'� O G rnCN Z A a a z> h 07 v) o Z O E. O j Z a o Q � a Off a e in ry N o ®. H azcd $ � � a k oao C/)N a aox (n C�v o ¢ 0 o f �z H p o m N NOTE: TWO TRACK FRAME DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (EXAMPLE OOXX00). Ox0 APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL 17 JTREMCO 'HEAT STREN'D GLASS PVB INTERLAYER O.ONT 13UTAC17E by: FDuPont DeNemours & Co. Inc. m16' HEAT STREN'D GLASS z NSIUCONE SCHNEE-MOREHEAD 5731 mDOW CORNING 899 SPECTRUM 2 GLASS TYPE 'B' BULB VINYL 17 3/16- HEAT STREN'D GLASS 090 INTERLAYER O_ DuPont-SentryGloss by: E.I. r DuPont OeNemoum & Co.. Inc. ID z 3/I6- HEAT STREN'D GLASS g N SIUCONE pp SCHNEE-MOREHEAD 5731 DOW CORNING 899 \ TREMCO SPECTRUM 2 GLASS TYPE 'A' GLAZING DETAILS 196 1/4" MAX. 13` MAX. TYP. DOOR WIDTH CLUSTER OF AT HEAD/SILL 4 ANCHORS 1>r E AT STILE ENDS 6" MAX. TYP. p .�. U A2 � `HEAD/SILL CORNERS p 7 qa n°D h v 0 o I a 7/16' OVERALL LAM. GLASS a p Y E p I CD xax O C2 p o W �� Z o o � m a rn u II a p u p u I II 30 63 p p o v I \ STEEL REINFORCING II p AS REDD. B you vO In c 0 on o A 2 J Z O d GQ7 No . Z z CO Q: V) GO N z o r0al e z z E ® : j z N o a ddW Z Q o F � O C%l 0, W Q > 44 3/4" MAX. NOTES: Laz 50" MAX. D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 PANEL WIDTH FOR TYPICAL CROSS-SECTION DETAILS. U 50" MAX. a0.. a O ` N 2) REFER TO SHEETS 6 OF 14 PANEL C WIDTH FOR TYPICAL ANCHORS AND NOTES. o „ . 4 DOOR - TWO TRACK u "OXXO" TYPICAL ELEVATION LAMINATED GLASS TESTED -UNIT--- --LARGE MISSILE IMPACT a E S o N o = u DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR 'B' PANEL WIDTH NOMINAL FT./IN. DOOR HEIGHT FT./IN. STANDARD SILL 2-1/4" RISER 3" RISER EXT. (+) INT. (-) EXT. (+)I INT. (-) EXT. (+) INT. (-) 2/6 3/0 3/6 4/0 4/6 4/11 6/8 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 1 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 1 60.0 40.7 60.0 56.7 60.0 60.0 1 60.0 2/6 3/0 3/6 4/0 8/0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 1 60.0 60.0 60.0 DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. = - y1 a5 Z PRODUCT RENEWED as complying with the Florida BuildingcopCodu12 2-0 12 Accept�lce No Miami Dade oct Coetr g " m a ` d of °n a 3$ _e�.YlS.•°' •, die!. Z ILL O� 'Tq N O 04 2ul bb=y %W to PANEL MAX. D.L.O.: 3/0 X 6/8 = 32-3/4" X 74-3/4" yyz aiH� :) v�0'• 4/0 X 6/8 = 44-3/4" X 74-3/4"y' e°oo boa 4/11 X 6/8=55-3/4" X 74-3/4" 3/0 X 8/0 = 32-3/4" X 90-3/4" a p' 4/0 X 8/0 = 44-3/4" X 90-3/4" TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING THY ,--,'—WO00 BUCK 1" Min. TYPICAL ANCHORS IN PAIRS Hnn n:_) IC SEE ELEV. FOR SPACING -7/16'-LAMINATED GLASS 0 29 NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 5 OF 14. — FOR MAX. ANCHOR SPACINGS., 5 OF 14 FOR MAX. SPACING. •�. ����� :AL ANCHORS IN PAIRS ELEV. FOR SPACING - TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV. FOR SPACING `� AL ANCHORS IN PAIRS ELEV. FOR SPACING IBY Wood Buck Substrate or load Stru lure w/ (SO) peei6a G ity- .55 min. (Typ.) O � a O m � � v rA 0 a �' m n � Tn OF' z a S \ N C O C q� G 2 A 6 4a Q JO it h U] - IF7 J 2 p METAL L STRUCTURE ATTACHMENT DETAILS 3 4" Min. NOTE m Z a ` o edge Dist. 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. ! p �• TYPICAL ANCHORS IN PAIRS 2. METAL STRUCTURES: SEE ELEV. FOR SPACING A) STEEL : Fy = Jfi KSI MIN. j Z rn A O (STEEL 12 GA. MIN. THICK = 0.105") B) ALUMINUM 6063-T5 MIN. .Z. LFp+ U Cb a (ALUM. 0.078" MIN. THICK) MWJI-DADS COUN ¢ U o-.J w y APPR'D MUWON SEE SEPARATE HOA •�, . V)) nz- a Q ® _ a It i JU 1 3 4" Min. h. F 0 x E \ . Edge Dist. �Q zA WOOD BUCKS AND METAL STRUCTURES NOT BY IAWSON AND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND H U)if TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING e T ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS HEAD -SILL JAMB Embed ent Edse Diet Concrete ELCO ULTRACON 1/4' 1/4' 1 3/4' 1' 2.85 Ksi _BUILDEIL__ �/-4_ -- -1-3/4— 4' - — 3:2 Kai - BUILDEX 3/I6' 1 J/4' 3' 3.2 Kai ANCHOR TYPE CHART IN 2X WOOD BUCK min. ANCHOR OPTIONS BEAD-SU JAMB Embedmea Edge DIsL 2X Wad ELCO ULTRACON 1/4' 1/4' 1 1/4' 1' 1.55 SG BUIUUEX 1/4' 1/4' 1 1/4- 1' .55 SC S.M.S. (Into 2X) /12 112 1 1/4' 1' .55 SG ODUCT RENEWED comjalymB with the Florida BdiaOCud' 19 _ 1 J_ 1�4 gKI LtX JtLF KILLIN' !1'H We n9i3ntl INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #10 SM INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL D DI TAN (1/4' INTO CONCRETE AND MASONRY = i' MIN. (ELCO ULTRACON) tWEEP NOTCH (1/4' INTO CONCRETE AND MASONRY = 4' MIN. (ITW BUILDEX) AT EACH END (3/16-) INTO CONCRETE AND MASONRY - 3" MIN. (ITN BUILDEX) ANCHORS INTO WOOD STRUCTURE - 1' MIN. PER CUP INTO METAL STRUCTURE = 3/4• MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. k --� 1 d 1 d )'` 7/16. OVERALL LAM. CLASS o Q,lPOCKET WALL a 8 SEE NOTE d3. 0 r i (TYP.) ``1 X B3 0 X XXX or RP-XXX or LP-XXX 1 U • 1 0 1 a L- 0 I w IJ it 1 y r s 0/0 1 0 r m �r o THREE TRACK FRAME DOOR CONFIGURATIONS OF MORE THAN FOUR A, u `\, PANELS USING STILE a COMBINATIONS SHOWN IN THESE DETAILS MAY Iw 10 1 ALSO BE APPROVED (EXAMPLE 6D-3T XXXXXX). IJ 1 a� �1 & 1 mr POCKET WALL SEE NOTE 93. I r r X-RP or 7 LP-X (TYP.) 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" 13 1/4- MAX TYP CLUSTER OF 4 ANCHORS AT HEAD/SILL AT STILE ENDS dl m F u o All,, % u 1 1- LD a �' C= 0 OL ; _0 PI tD O 6 DO I i a 1 _0 OI O 7 0 in w a)Q CL aO Q r XX or XX-RP or LP-XX T or RP-XX-LP - O F 8 � � b a= a= a= =a =a =a 1 i 43 1 /2" MAX. u (' 48, 3/4" MAX. 0 1 D.L. OPG. i-j PANEL WIDTH ij E It 11ij SMEL AS REODINFORCING .' (.Zn nlll a 49 1/8" MAX. L4 DOOR - THREE TRACK PANEL MAX. D.L.O.: rc� 3/0 X 6/8 = 31-1/2" X 74-1/4'• "XXXX" 7YPI A ATION r 4/0 X 6/8 = 43-1/2" X 74-1/4" TESTED UNIT XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 3/0 X 8/0 = 31-1/2 X_90_1/-4" I WTHOUT POCKETS WITH _-_-WITH OU &WCONFIGURATIONS 4 0 X 8/0 = 43-1/2" X 90-1/4" F i / (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL-0 BULB VINYL 17 3/16- HEAT STREN'D GLASS 3/16- HEAT STREN'D GLASS 090 PVB Interloyer Saflex CP-Scflex & Soflex HP .090 PVB INTERLAYER d by: SOLUTIA. Inc. or 11 Dupont Bulocite or w DuPont Bulocite by: E.I. >- w (•) DuPont-SentryGloss by: E.I. DuPont � 2! DOm DuPont DeNemours & Co. Inc. 3/16- HEAT STREN'D GLASS r DeNemours & Co.. Inc 3/16- HEAT STREN'D GLASS m m SILICONE DOW CORNING 899 m 00 g SILICONE U OOW CORNING 899 N N .( 40 .I; I 40 I I CLASS TYPE 'A' CLASS TYPE 'B' POCKET WALL SEE NOTE B3. 1 (TYP.) I 1 1 ti m � 1 I I 1 I I 0 1 I y 1 0 1 m lam 0 1� Z R' U D 1 IXO 1 Q ism to C II X YI i 1 I -T • NOTES: 1) REFER' TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES 815 & 16 AT SHEET 1 OF 14. TY PSF (3" sltl) -DOORS-GLAZED-WITH- LAMINATED -GLASS -RATED -FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. - LAMINATED GLASS a' cLAss TYPE 'B' LARGE MISSILE IMPACT DP CAPACITY . PSF (2 1/4" SILL) DP CAPACI GLAZING DETAILS (•) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090' SGP )DUCTRENEWED amp)ying with the Florida ding Code 12 12a cpttmce No .. 04 04 m y 0 V O q c 01ou1 O A a, Z W O W y J Z 002i C G cmv N az�a ACv w a ! .a z U ®z �zz o- C, r Z o rrJJ C F O g O E r a o N m a� �Z z 1 d 41 s p9191p Ip11//jBo,O to • LL �52� N Ct. to • . 0 • 1" Min. 1/4' TAPCON or APPROVED EQUAL BY CDR Edge Disq-t V/ 1 3/4' HIM EMBED. INTO 3.2 Ksl Conc. E 6' FROM CORNERS 6 SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. .. �.4 ., d. e9. .•G I Iry���ry�4II�� �Q:iI Aw �i'1�r1�191 1 BY P.T. ++ VOOD BUCK GLASS TYPICAL ANCHORS IN PAIRS - SEE ELEV. FOR SPACING 4 . =y. ;a 4. 4> -1 r1 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO. SHEET 8 OF_14 FOR MAX. ANCHOR SPACINGS. M Z � In � U �~ a VI J W W U Fr = N N \W_O--___ -. N _J N to Ln 1/8" SILL RISER h = ADHERED WITH to (1 CLEAR SILICONE FULL LENGTH W NIT SILL OF UIWn CAULKING II 1/4' TAPCON or' APPROVED EQUAL BY FOR 777i V/ I. MIN. EMBED. INTO 3.2 Ksi Conc. 2 6- Nan-Shrink, Non-Metall'n: FR@1 CQRNERS A SEE ELEVATION AT SHEET Grout of Minimum 5 Ks; B !F 14 FOR MAX. SPACING. TYPICAL ANCHORS 2 PER CUP METAL TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV. FOR 5PACING W X C W _ Inrrf �_ ej h 0: N V 0 Z o ¢ z r h 0] y J z Q Q mia 2 C7 a o META - cmR CT RE ATTA HM .NT DETAI c ! in CQ 1. ALL STEEL IN CONTACT WITH 00 ALUM, TO BE PAINTED OR PLATED. 2. E. A L> METAL STRUCTURES: fPICAL ANCHORS IN -PAIRS A) STEEL : Fy = 36 KSI MIN. ,� no rm] .E ELEV. FOR SPACING (STEEL 12 GA MIN. THICK = 0.105") V m B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) ¢ U rn , C Wond Buckj.(.m)Substrate or MUMI-DARE CO t` U d Structure/ 55n. (Typ.) APPR'O MULLIOJNOA ¢7M. EE SEPARATE cr O) C a W C O a F lam. C) F r, iAx WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. E' MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND F'Ew.l N DO TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING c c m N A mr•vnn m __ .r.. . ANCHOR OPIIONS HEAD -SILL ]AHD Embedmen Edge Dizt. Concrete ELCO ULTRACON 1/4' 1/4' 1 3/4' 1" 2.85 Ks BUILDEX 1/4' - 1 3/4" 4' 3.2 Ksi —BUICOE% — J fl6" --1-3/4"— 3"--- - -- 3.2-Ksi - ANCHOR TYPE CHART IN 2X WOOD BUCK min. ANCHOR OPTIONS HEAD -SILL JAMB Embed... Edge DIz4 2z hood ELCO ULTRACON 1/4' 1/4' 1 1/4' 1' .55 SG BUILDEX 1/4" 1/4' 1 1/4' 1' .55 SC S.M.S. polo zx) pt2 gtz t t/a' 1' ss sc a s -- - ----o- o s g- ry v U 'RODUCTRL-'NEIVED s wmpl;4ng adib Ibe Florid. _ = luiiding cod. ��jj �� - W fcccptanoe No2-2 I I I I 1/4" DRI I FI EX F DRI IN REW� MiaT I INTO METAL STRUCTURES I O I STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) I I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 10 M INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICA DCE DISTANC (1/4') INTO CONCRETE AND MASONRY = 1' MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY = 4' MIN. (ITW BUILDEX) (3/16-) INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. • 0 Is WOOD BUCKS NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS '- 13 6 n '.3 b `• 28 a � 12 c. .n t• .�t '�-4'._.: SCREEN DOOR PANEL C3 (OPTIONAL) ADHESIVE ID LAMINATED GLASS 29 CLEAR SILIC13NE ADHESIVE %—BEDDING COMPOUND �l=� SCREEN DOOR PANEL (OPTIONAL O EXTERIOR DOOR WIDTH (142 1/2'1 3D/3T — XXX WOOD BUCKS NOT BY LAVSDN IND. [MUST SUSTAIN IMPOSED LDADS 7/I6—HS.. LAMINATED GLASS 29 CLEAR SI --- — —BEDDING- .° I: ;.M .,,.• 37 SCREEN PANEL (OPTIONA➢OORL O EXTERIOR DOOR WIDTH (96') 2D/2T — XX 1/4" GAP MAX. 0 a o C4 •a.. m n� y a' a o 37 e I Npab V O o a•• y 26 27 112 X 2' F.H./PHI: S1lS. V/ Z > (.) U] 0 13 1 1/4' MIN. EMBED. INTO 2x P.T. VOpO BUCK (SEE SHEET 19 2 STEEL BURS REOD. ON SIZES AS LISTED IN DP Z N W p q rn O FOR FASTENER NOTES AND ELEVATION AT SHEET 1 8 FOR CHART W/ PRESSURES = m a Z 0 ix O N FOR FASTENER SPACING) SHOWN ON SHEET 8 OF 14 ! U j z EQ O 2% .T. ti A p N �6•.A•, e � x +kj§ F e 8 J o, a" I q, m 16 -r� �a•� W d 4x .e 1 STEEL BAR REOD. ON < '-�7.•''CHART SIZES AS LISTED IN DP W1 PR• SHOWN ON SHESEf 8 OF 14 N +� C� EXTERIOR GRADE PERIMETER CAULKING a Z o Q O a NOTES: 1) REFER TO SHEET 8 OF 14 Zi co FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. c `o a 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 o d n Ki m • FOR MAX. ANCHOR SPACINGS. r fr 1/4- GAP 66 MAX. o E a 3 X y 13 37 u • ,.. 0 = a5 v a 75 v w 35 N72 X 2- FAL/PHI.-S.MS. V/ 1 1/4' MIN. EMBED. INTO 2X av m Z P.T. WOOD BUCK CSEE SHEET 09 FOR FASTENER NOTES AND•Z n ELEVATION AT SHEET 1 8 FOR g o FOR FASTENER SPACING) iiirc 41 i rd I � ' •.a'• .�.: ffff0fB111BT/1��o � a ���P�i G e e. ®00of • 28 • 4. i e'o� O W. Co 03 0. q c,`••;i'4I'iry%: .e PRODUCP RENEWED oc+ �'m7 eN�,'i Z •t°Spy '• I E %TERIDR GRADE _ BuildL g�GDlYithll:c FlariJa e� _� Aga t�enl�l2— IZOGdV_ P pj� a 1 PERIMETER CAULKING T MDR". i':e.iaCl�ue:. DOOR 1/4" MAX. SHIM 1/4' TAPCON or APPROVED EQUAL BY FOR V/ 1 3/4' MIN. EMBED. INTO 3.2 Ksl Conc. NOTE: 6' FROM CORNERS 6 SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. CLEAR CLEAR SILICONE ADHESIVE STEEL BARS REDO. AS COMPOUND 33 LISTED IN OP CHART W/ PRESSURES SHOWN ON 13 SHEET 8 OF 14 37 7 9 �••' 17_ __ _ EXTERIOR GRADE PERIMETER CAULKING TYPICAL ANCHORS IN PAIRS — --- TYPICAL -ANCHORS -IN -PAIRS-- --- —SEE-ELEV_FORSPACING SEE ELEV. FOR SPACING 1/4" MAX. 1/4" MAX. SHIM SHIM • ,;�'•':� �u 1O m n12 % 1 3/4' F.H./PHI . SXS W V/ 1 1/4- MIN. EMBED. INTO •.°�.� rnj 2% P.T. WOOD BUCK C SEE OPTIONAL INSTALLATION to p DETAILS AT SHEET 12 OF 14) 39 nxi C.. mho FOR POCKET WALLS "• = w o 31 SEE GENERAL NOTES 4"J15 & 16 AT om I 16 •. SHEET 1 OF 14. co 6_====__- 16 ------ - 17 18 8 25 38 N n z ®ly �9 W 1 .. EXTERIOR POCKET DEPT. TEST DOOR WIDTH (190 5/8') 4 D / 3 T — XXXXP NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. - -- I)RUM TO SHEET 9 OF _14___ FOR VERTICAL CROSS-SECTION DETAILS_ 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. I 4) REFER TO SHEET 8 OF � FOR MAX. ANCHOR SPACINGS. ' METAL R7'RUCfL>QE ATTACHMENT DETAIL 4 NOTE: 1. ALL STEEL IN CONTACT WITH •. ALUM. TO BE PAINTED OR PLATED. METAL 2. METAL STRUCTURES: STRUCTURE A) STEEL : F y M 36 TKSIHICK MIN. (STEEL 12 GA MIN. THICK - 0.105") B) ALUMINUM 6063-T5 MIN. ° (ALUM. 0.078" MIN. THICK) 30 (OPTIONAL)CREEN DOOR PANEL (OPTIONAL) PRODUCT RENEVOED w comolyhi8 pviihLY: Florida Buil.1•4„ Cede Acc 7-mce NO =F.dut S3 y., I N IZON L) w 'J.1 to h �I � I A: BPOB 1 ed G Ci ' � 7 SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME ITEM �} PARMQTY. IPTION REMARKS L-9CK FRAME HEAD 6063-T6 ALUMINUM 1.2 L-9CK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM 2 L-9CK FRAME SILL 6063-T5 ALUMINUM L-9CK FRAME JAMB 6063-TS ALUMINUM 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-TG ALUMINUM 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 14 PWS-016 AS REQ'D. BOTTOM RAIL VTS'P ULTRAFAB #QB6757DK 15 PWS-009 AS REQ'D. PANEL TOP RAIL WTST .187'x.310' (7830-6001-1) 16 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.210' (7820-6001-9) 17 VWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4. O.D. 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' . 19 HC-046 2 jMVG. PANEL TANDEM ROLLER 2 X EA. MVG. BOT. RAIL 20 FS-003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F.H./PHIL. 21 AR-OOB 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM 22 FS-042 AS REOD. 'C' TRACK ATTACHMENT SCREW #10 X 1' SMS F.H./PHIL. 23 L-9018 I X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM 24 FS-011 1 X CLIP FIXE➢ PANEL CLIP SCREW RIO X 5/8' PH/PHIL. 25 AR-020 x INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) 26 AR-021 x ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) 27 AR-024 x INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) 28 HC-047 1 _ 1 x Panel _MORTISE LOCK HARDWARE 7/16' Laminated H.S. Glass W/ HANDLES 6 KEEPER 29 ■ _ See Glazing Details 30 L-9022 x ASTRAGAL PANEL SILL CLIP 6063-TS ALUMINUM 31 L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM 32 SM-5731 x NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC-899 AS REQ'D, NEUTRAL CURE SILICONE Dow Corning 899 34 x x NEUTRAL CURE SILICONE Trenco Spectrem 2 35 HC-045 2 NYLON PLUG C .480' HOLE) RIGID PVC 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC 37 FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS N8 X 1/2' P.H. PHILLIPS 38 FS-013 AS REQ'D. PANEL ASSEMBLY SCREWS N10 X I' P.H. PHILLIPS 39 FS-014 AS REDD. INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL. 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. 41 ■ - SCREEN PANEL x 42 SM-5504 AS REQ'D. JOINT SEALANT Schnee -Morehead 5504 43 x x PERIMETER CAULKING DSI POLYSEAMSEAL 44 x 1 PRODUCT LABEL ■ I INTERIOR -' NOTE: 1. FOR ANCHOR TYPES SEE NOTES AT SHEETS 3, 6, & 2. FOR POCKET WALLS SEE C NOTES #15 & 16 AT SHEET TYPICA! AT 8" o SEE EL FOR SI 31 17 Y •�: 9' 1� - OI ICI.EL IS finEXTERIOR = .4 ' TYPICAL ANCHORS is. D ABOVE 35 O v� - AT 8" O.C. F2 SEE ELEV. 1 /4„ . MAX. . • FOR SPACING. FOR .. .. SHIM 1 3/4" MIN. EMBED. POCKET DOOR HOOK ATTACHMENT DETAILS Flexible Vln FPVC Co .SRion-Team Pleetics Inc. '1. FPVC:Hlack Compound NM7200-75 PHYSICAL ASIMAro. Dtaomekr Hardrxn-A-,Iosee 75 D-2M Specific Gravity 1.45 D-792 Tersile Sbength,PSl 1640 D638 Uflmixm ElonOnioq % 340.0 D-638 Madvlm ®100%ElmgafiM PSI 765.0 D638 Ira Britilmm .31.0 D-746 '2_FPVC W hlte: Compound No. 7267-75 PHYSICAL ASTMNO. DommdcrHartIM. "A". 10 sz 75 D-2240 Spcdfrc Gravity 1.45 D-792 TcmilcS=gth,PS1 1640 D-08 U16-1 Elongadoq % 325.0 D638 Modulus® 100%Elmgari� PSI 765.0 D-08 Bdulc as -30.0 .741 PRODUCT RENEWED as oomplyutg wilhilte Florida Building Code Accaplmrce T!o 0 im(io Et (Z 10 Miomi ode Pmdud� o � m INTERIOR m C) �1 G m23 oo Z A 4 v ¢ Z r z C [n Q cH 4 N 16 17 p $ Z d 31 C �Wa R z a o 0 Q S N ' _ V ¢ � � gF4 1 ON 17 V DP 60 s B P a a: 0 EXTERIOR (n cl, gg �z c a �3.625� 062 A0 1.000 - f I^-1.594� FRAME HEAD 0 �j 1.000 .062 3.500 376 1.218 L O3 ^�•6871- FRAME JAMB 38 PANEL TOP CORNER FRAME TOP CORNER 38 TWO TRACK FRAME j� r /_ p 00 y y 1�0 V M 2 Q Z W O rn Z w = q t0 s Pe 2 ® a N o �i z F N h QV Q � z � ^ c O m () q vi c U) w d�j ►1 x W z q a p T! a .� d! .tea o O z W Z) A 1E U) o i O C12 a 1 -3.650- 062 I 1.00D 1.500 TWO TRACK HEAD 1.594 AT SHEETS 8, & 9. MULTI -SLIDE FRAME HEAD ir 062 55s -f1-'12 II 2.2501.132 1.750 I Q 1.687 094 .062 1.590 I .150 L1.619 O7 INTERIOR INTERLOCK �II I- 4.154---�7 FRAME SILL 390 890 I- -{I Ij 1.619�'j T- 1.241 2.000 062 8901- .062 2.798 2.039 _11,1597- .150 1.590 I I PANEL BOTTOM CORNER " � $ "' N ` L a o n i g 062 1.132 094 l. PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK 37 FRAME BOTTOM CORNER r z x. dal .2 = e s - -- - m z -- -- - r 180 I 63 8 ".616 GLASS STOP tO 2.686 1.144 062 1.1342 LOCK STILE © T844 1.710 2.280 jr-.0911 1.617 1.655L-!r@ ASTRAGAL STILE PRODUCT Bacomptymgw tithe Florida building Coda _ A-ptanoo DT4. �2 ' io D (L�te 9 Miami Dade PtodudCon m F a H z 8j o`r�i,� Fsm�. L ..��Bd9. '9'♦�cs co ® ^� °z w 6e U La O; NI i `t' %°Gj ♦♦0 j �i .° Qj a♦ ,, •• �I W 111 F 531 EP4 070r k-1.ZSO 23 FIXED PANEL CLIP .580 .875 .125-� �1 1.142 30 ASTRAGAL RETAINER f^-3.000--i __% .124� SILL RISER A o S� � m ti m o O x O 00 N O o A O ~ � In n� Mm �O 0 O��11I N O Z z]o(0)n co m m 0 a 3 0 A Z v m m A I I I I I m � 95•0 o I � I � I I PR0THO S /�6 , No 55225 • y y4 8n1 Nalu• �g A Revises NOA 1P-0127.24 dt 12-0127.0E ,A1� ® 7p T E ®F , h to include Multi—SIiEe door panels w/ or 11�]]�Ilyll 1 \�// 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 i I!l ^: w/o Pockets and to .Comp) w 2010 F6C IND VSTRIES INC. PH No. (305) 696-8660 •�. O t?•��ry a" �OA1AL�ch°a MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS a7cc:•- °"""B" N. ERAzo °°`° os/zfi/,z SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) N,.we I DATE._ N 15 " EXTRUSION DETAILS, REINFORCEMENTS & FRAME CORNER ASSEMBLY DETAILS --- NMMen a. « s.. n P—h t RV- Monts. N4wL9200-1201 O4