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HomeMy WebLinkAboutNOA; Series SDG-9200 Aluminium Sliding Glass Door (Steel Reinforced)• MIAM1•DADE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 31 S 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Lawson Industries, Inc. 8501 NW 90'h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER—Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade'County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series °`SDG-920,•0" AluminumrSlydrril reinforced)—L.M.I. APPROVAL DOCUMENT: Drawing No. L92f 0-1261 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LW", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets 2 sheet 5 and sheet S. 2. See pocket installation detail in sheet 11 and notes 915 and 916 in sheet 1. 3. Applicable Egress requirements to be reviewed by AHJ. 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 otber 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 & renews NOA ##14-0908.02 a stets of this page 1 and evidence pages E-1, E-2, E 3, E-4 and E--5, as well as approval document mentio% The submitted documentation was reviewed by Ishaq L Chan MlAMI DARE CCyUNl Y Expiration !1epl.3,2G e 3 Approval Date: January 257, 2018 Page I � t1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door '(LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision `B", dated 04115115, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation_ diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11- 3269, dated 05116111, BETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12 1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11 3307, dated 10/03/11, HETI-11-33i4, dated 10/20/11, HETI-11 3330, dated 01/16/12, HETI-12- 4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No.12-1204.12) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12- 4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No.12-1204.12) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11- 3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No.12-1204.12) Ishaq L Cbanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11 3269, HETI-11-3270, HETI-11 3271, HETI-11 3272,HETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11 3292, AETI-I1 3307, HETI-11-3313, HETI-11-3314, HETI-11 3329, HETI-11-3330, HETI-12--4040, HETI-12-4041, HETI-12--4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. (Submitted under previous NOA No.12-1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E. 6. (Submitted under previous NOA No. 12-1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No.11--0518.03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02 1126.04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 02/13/18. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E. Note: This revision consist of editorial changes of FBC 2017 (6 h Edition) code compliance. B. Test 1. None. lshaq 11 Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None 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.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No.16-1117.01 issued to Kuraray America., Inc. for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21 /21. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and "No financial interest" dated 13/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises & renews#14-0908.02, expiring 02/13/23. Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-5 � O/2T - 20/2T 2RP RIGHT POCKET SfIOWN (LEFT POCKET OPPOSITE) 2D/27 - LP/RP G= C= d= .o ,q •J MULTI —SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SEE BELOW SEE BELOW SEE BELOW SEE BELOW NOTE 95. NOTE #5. NOTE 95., NOTE F Y W %•_ 0 I 1 I 1 Y Y 1 I p0 I O yj U 1 1 ., O I 1 rLL IIJ =I IIJ Q= G= tl 1` m I P I `q `q Oj IIJ I Q• �� I G' ='J �I 1 1 1 1 r 1 1 I Y1 I 0 1 O l (L'7 1 LI �l Xr LP o• RP -X r 20/2T - XX or T r 4D/3T - XXXX or 4D/2T 7 XX-LP or RP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP-XXXX-RP 1 D/2T - RR RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW ,p NOTE 05. i v 1 Y 0 0 ' e i- 1 {J 11 r 3D/3T - XXX or LP- XX or RP-XXX 3D/3T - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW y� NOTE #5. =4 •4> .q .q o-• <_ �q .q 4D/3T 4D/2T - LP/RP i 4D/3T - LP LEFT POCKET SHOWN I (RI(:l{r POCKET OPPOSITE) NOTES 1) REFER TO SHEETS B OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 40/2T - 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 #15 do 16. . i gI D OR NOTES: 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND D- CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL (:ROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. G= � 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 y o b C7 a [NcT a General Notes: 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS M � y ¢ rn z O OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edition) ¢ fO o O y4 INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. O m p ut O 1a m THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 3 M V 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED Z 6 0 LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY a 2 BUILDING OFFICIAL. 3.) ANCHORS w x C ¢ SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR w SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND zo AS TABULATED ON SHEETS 2. S. & 8 of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE j C5 H Z ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO rx Q v BE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF Zza ANCHORS INTO WOOD ONLY. z o E 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS @ 2, S, & B). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4• 6, 7, D. 10, F' R I ai 4 z 2 3 & II OF 14. a 9 B.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED N iG W/ SILICONE. D.) WOOD BUCKS IN CONTACT' WITH CONCRETE MUST BE PRESSURE TREATED AND c VJE C a w ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24. `v j w O o 6 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED 1N ix PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RII) POCKETS. 11.) MULLING ¢ Cn a ¢ DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED Q y A PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ¢ ACCEPTABLE BUT THE. LOWER DESIGN PRESSURE FROU THE DOORS OR MULLION z APPROVAL WILL APPLY TO THE: ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT Ia DETAILS & NOTES SEE SHEETS g 3, 4, 6. 7• 9, 10, & 11 OF 14. {� 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS o 6 m I - TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE. LL lz 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14. REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. Ibf 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. - 10 POCKET WALLS SHALL HE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (EOR). LAMINATED GLASS ^I � a � JI w WI LARGE MISSILE. IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. _I S4 C'ay.T a1(.�DjAb✓ m bgp45; .���rc j s wiKa Ile l*b,g1, A*#glTa.re N. l - /Z Z4$' r6cfe%� ^ � Lo �e q o ci ..f a 1 i 1 ZS z�mMy3 �M- �+ 24. 4. LyA+Yf ��� 1 � a 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 55.0 56.7 85.0 56.7 75.0 (WITH SOTEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 I 8/0 (WITH STEEL) 8/0 56.7 65.0 56.7 t 65.0 X X X X I` DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) I 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. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) SSTEEL) (NO STEEL) 6/8 76.7 95.0 65.0 65.0 75.7 85.0 75.0 75.0 1 6/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 8/0 (WITH STEEL) 6/8 I 76.7 85.0 70.0 70.0 767 78.8 68.8 68.8 8/0 (KITH STEEL) 8/0 15.0 65.0 65.0 65.0 X X X X 98 3/8" MAX. SPACING LIMITATION: - Anchors not to exceed O.C.Doorssmatter than 60• m xi 13 1 /4" MAX. CLUSTER OF 4 ANCHORS TYP, CSTILE ENDS HEAIL10I/2. A l 1 t7/16"LAM. GLASS 1 I T Q / Nx ti.z d 0 \ \ J \ M J C:) z Cs rn o on rn DI II \,_NG EERCHART FAT LEFT NOTES: 1) REFER TO SHEETS 3 & 4 OF 14 / FOR TYPICAL CROSS-SECTION DETAILS. �44 3/4" MAX. 2) REFER TO SHEETS 3 OF 14 O.L. OPG. I FOR TYPICAL ANCHORS AND NOTES. 50" OPG. _ 50" MAX. PANEL WIDTH MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH 6/O X b/8 = 32-3/4" X 74-3/a" LARGE MISSILE IMPACT I 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL `"LEVATION 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 'nun i7 ..BULB VINYL 17-BULB VINYL 17 ;--BULB VINYL n 3/16- HEAT STREWD CLASS ,.3/I6" MEAT STREWD CLASS .3/16- HEAT STREWD GLASS 3/16- HEAT STREWD GLASS .090 'NTERLAYER 090 PVB INTERLAYER .090 SAFLEX LIP - .090 PVB SAFLEX a ; Se LryCloss by: a Trwifol PVB by: a 1 .-Clear or Color Gloss laterlayer a Clear or Color Class Interla e > Iw Kuroroy Americo. Int. > w Kurarey Americo. Inc. Iw p y r r 1-. N y: Eastman Chemical Co. w ' by: Eastman Chemical Co. m -3/76" HEAT STREIJ'D G1A55 Z I� • J/16" HEAT STREN'O GUSS 13 16" BEAT STREN'D GV55 z Z C3 -/ Z m I 3/16' HEAT STREWD CLASS SILICONE 5 IN SILICONE In SILICONE SCHNEE-MOREHEAO 5731 I SCHNEE-MOREHEAD 5731 _� EA T SCHNEE SCHNEE-MOREHEAD 5731 SCHNEE-MORUtEPO 5731 DOW CORNNG 899 - 5 DOW CORNING 899 a0 OOW CORNING 893 L: cC pp i -DOW CORNING 899 \ I :TREMCo SPECTRUM 2 \ TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 In TREMCO SPECTRUM 2 40 I Ii° 40 In 40 K K 7 K I7 ° x f lI / x � GLASS TYPE 'AGLASS TYPE 'B' GLASS TYPE 'C' GLASS. TYPE 'DTYPE 'D' GLAZING DETAILS PRODUC11"eeVM9 .00mpbiegw11ktf.cn li& irdtfng (Tnin /7/Z1� Attteplapee N. 944tkWH Date 6" MAX. TYP, o aa C n °i y N Q m F � � o O q HEAD/SILL CORNERS o Oo mC)n o q . - J Z z I O C, g N ! Q a LV o-am M :� n E1aao C) z C cy I U o CIS C cc I C G p41 ? O c2 V o 1 pIzI z .S .9 a Im ac r •ate' Oy r�AY I t- n. " 1: . 8t,., ti..nr" • c0 I .4 oai . I = ' 1 3/4` 9 /'16"- (MIN. EMBED.) / MIN° 0 U II '[CAL ANCHORS PAIRS : ELEV. FOR SPACING _M(N. I . 4 3I/4 °4 2' MIN, (MIN. BED.) 39 <' TYP. Non -Shrink, Non -Metallic Croul of Ml iroum 5 Ksi X a N FOR SPACING) TYPICAL ANCHORS IN PAIRS METAL SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE 1" Min- SEE ELEV. FORI al Edge Dist. "1 0 BUCK X o O G 2 Z rD co O!a E z rO m l0 v O d a' CA V) M pQ'Z EMBED. [� \ ~- ^O� OmL) 3 4 n I I/4' (MIN. EMBED.) -7/15—LAMINATED GLASS II 29 �uI NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. _N W In N J J w t/16'- or 1/8' N SILL RISER ADHERED TO SILL - .t W WITH SILICONE FULL LENGTH OF UNIT �Vl 2 • N 0�. )4 s —1/4' TAPCON or APPROVED EGUAL BY FOR V/ 1 3/4' "IN' EMBED. INTO 3.2 Ksl Cone 2 6- FROM CORNERS & SEE ELEVATION AT SHEET 2 OF 14 FOR MAX. SPACING. TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING XIFTAL SIRUCMR9 ATTACHMENT DETAI z° d NOTE: p p a 1. ALL STEEL IN CONTACT WITH m a Z CJ ¢ p 3/4" Min. ALUM. TO BE PAINTED OR PLATED. F 'ICAL ANCHORS IN PAIRS Edge Dist. 2. METAL STRUCTURES: (j O 1 A) STEEL : Fy = 36 KSI MIN. 0.EV. FOR SPACING TYPICAL ANCHORS IN PAIRS (STEEL 12 G0. MIN. THICK = 0.105") .� z r/j p SEE ELEV. FOR SPACING B) ALUMINUM : 6063-T5 MIN. Z aT / (ALUM. 0.078" MIN. THICK) a F a 2BY Wood Buck Substrate or V nVj E Wood Slru tore w/ (SG) MIAVI-DADS COUNTY Spedfc city- .55 min. (fyp.) APPR-D MULUON SEE SEPARATE NOA ^ a] x -4 O Iv 3 vMcn a yp"i .fir x a CfA `a a �� as F (M w W In � CL2 3/4" Min. Edge Dist. j W f w E WOD DUCKS AND ALETAL STRUCTURES NOT BY IAWSON bND. e A MUOST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND V) TRANSFER THEM TO THE. BUILDING STRUCTURE. F4 TYPICAL ANCHORS: SEE ELEV- AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY (min. ANCHOR OPTIONS HEAD -SILT, JAMB Embedment Edge Dist Concrete ELCO ULTRACON 1/4" 1/4- 1 3/4" 1" 2.05 Ksi BUILDEX 1/4" - 1 3/4' 4" 3.2 Ks! BUILDEX - 3/16" 1 3/4" 3" 13.2 Hsi ANCHOR TYPE CHART IN 2X WOOD BUCK (min. ANCHOR OPTIDNS HEAD -SILL JAMB Elnbedmen Edge DIsL 2. Wood ELCO ULTRACON 1 1/4' 1/4- 1 1/4" i" .55 SG BDILOEX 1/4' 1/4' 1 1/4" 1" .55 SG S.M.S. (Into 2X) 1 112 1112 1 1 1/4' 1' 1.55 SO 4! N s PREIDDC E REVISf� a n l c l 1 /4 uKILLr LFX ti - F ORI ING S R We INTO METAL STRUCTURES STEEL : 12 CA- MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STD EL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) IYPKAL EDGEDISTANCE (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (ITW BCILDEX) (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. 5-EALANTS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. N u Mj "' TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 4 i{ • � c I. e, a ' (WN. EUBEO'O)11 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING /4" MAX. zer OR ©uac OR/\ WOOD S%RUCTURI TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. MkTAL STRUCTURE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. 10 DE PAINTED OR PLATED. 2. METAL STRUCTURES: Al STEEL : Fy = 36 KS[ MIN. (STEEL 12 GA. MIN. THICK = 0.105) 0) ALUMINUM : 6063-TS MIN. (ALUM. 0.078" MIN. THICK) 1 —1 1/e•'1 10 ` _..__ _-. ._ .._I SCREENS OPR.-- (UW. EMDED.) `J ' NOT READ. ON 25 ®6/0 X 6/8 SIZES SEE CHART ON SHEET 2 OF 14 2D/2T — XO (ShownEXTERIOR) DOOR WIDTH 2D/2T — OX (Reversed) NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 1/4" SHIM -TYPICAL ANCHORS IN PAIRS %SEE ELEV. FOR SPACING Q m n a x R�ODUC f HEYIk� us aas(�4q wHA tle R - Avregtaete N417-12)Z •d� Eg7cftlW Dcie �r�ti•z.-� 7(MIN. EMBED.) VA 1BY P.T. WOOD BUCK o a o W Q p a V o 0 o aON O Ca � _Iz o a F �W= m a o s d N Z � z 1 Z Q p N a Q 00 n c t N Sao$ or S F �l r�.. O r/ U LQ O 2 0) 0 x 2 q e F co x a � t OXO APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) -BULB VINYL-0 3/16' HEAT STNEN D GLASS .090 PVB INTERLAYER a fTm.ifal by. E Kurarpy A•neKco Inc. z Lap I 3/16" HEAT STREN'D GLASS V) SILICONE Q _SCHNEE-MOREHEAD 5731 i0 00'N CORNING 699 TREMOO SPECTRUM 2 1!�li 40 I; GLASS TYPE 'B' BULB VINYL 17 3/16" HEAT STREN'O CLASS .090 INTERLAYER a I rSe'lryGloss by: F I Ku orgy Americo Inc. Z m 3/I6' HEAT STREN'D CLASS g In SILICONE SCHNEE-MOREHEAD 5731 ro OOYI CORNING 899 uO TREMCO SPECTRUM 2 ill:li 40 1� GLASS TYPE 'A' GLAZING DETAILS Ic a 13" MAX. TYP. AT HEAD/SILL 196 1/4" MAX. CLUSTER OF 4 ANCHORS AT STILE ENDS 6" MAX. TYP. �16`1 `HEAD/SILL CORN] 6 fi T fi II I wu 7/1s' eanLAM. Glass �� I I I D CI % J fi E II fi L7 Z 0::E C'1 '� '� V C2 fi fi II arna I! II fi I II II II fi o I I II 30 g3 fi a I STEEL REINFORCING I 62 II fi I AS REOD. 1 • � I � I k ti�/ I I I 44 3/4" MAX. NOTES: 50" MAX. D.L. OPG. 1) REFER TO SHEETS 6 & 7. OF 14 PANEL WIDTH 50" MAX. FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 6 OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4 'DOOR . - TWO TRACK "OXXO" TYPICAL ELEVATION LAMINATED GLASS TESTED UNIT LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED CLASS RATED FOR CAPACITY - PSF _ LARGE MISSILE IMPACT AND REOUIRE NO SHUTTERS. TYPES 'A' OR 'B' - - DESIGN LOAD GLASS PANEL WIDTH I 10111L I FT./IN. DOOR HEIGHT FT./IN. STANDARD SILL '� 2-I 4 RISER 3" RISER INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/0 I 3/6 4/0 4/6 4/11 6/8 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 6G.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 60.0 40.7 60.0 56.7 60.0 50V 40.7 60t05 60 0 €:' 60.0 60.0 60.0 2/6 3/0 3/6 4/0 8/0 a0.7 '0`' 60 - 60.0 40.7 60E60.0 ^ • • :`60.0 60.0 40.7 600 60.0 60.0 40.7 60 60.0 60.0 r mDUCi'136Vm Im oonpysag xidl lye p7miQ9 hewing C� Aacplaece N. f?-I .go Lspirkdo Dale 3 Is.4- . LLti _S.- M)'nr'fYdr CoUl1 PANEL MAX. D.L.O.: 3/0 X 6/8 = 32-3/4" X 74-3/4" 4/0 X 6/8 = 44-3/4" X 74-3/4" 4/11 X 6/8 =55-3/4" X 74-3/4" 3/0 X 8/0 = 32-3/4" X 90-3/4" 4/0 X 8/0 = 44-3/4" X 90-3/4" E . a 0 � U _ N Q b O q G - In o 30`0 z�zp y - o m�a 2 d ca C5 c� Z�o CQ Z �, of <a t aw 9 - Ull z Q B ¢zZ ®V z 4 d o O � t h N e C, �u)4� Q a ¢ Z H a ¢ y x¢ C) O a m N TYPICAL ANCHORS AIRS ELEV. FOR SPACING N. EueED.) 2" . . L ^ uiN, !A _IN .... 1 X 22 Ia—� a 18 Lr a 15 )BY WOOD BUCK 1 3, (MIN. (MIN. E BED.) TYPICAL ANCHORS IN PAIRS 1 ^ Min f\- SEE ELEV. FOR SPACING m -7/16'-LAMINATED GLASS it 29 U 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. < �a � � U v ,n �p W I- J JW � N 41 x n N 7 S ar 1/B" 5ILL - to SILL RISER "r I'i1 ADHERED WITH IN, w CLEaR SILICONE vwi FULL LENGTH N OF UNIT SILL I III . i TYPICAL ANCHORS IN PAIRS METAL SEE ELEV. FOR SPACING STRUCTURE s X ro 0 4D ,-j a' 5, w e O Iv E- a' us y o . 4\ ne%i`ircCgyvs: �' O¢ O a \ O x o 1111 m METAL STRUCTURR ATTACHMENT DETAI Z J 6 o � NOTE: an I. ALL STEEL IN CONTACT WITH a O 314" Min. ALUM. TO BE PAINTED OR PLATED. ca 2. META! STRUCTURES: q I .. ICAL ANCHORS IN PAIRS Edge Dist. A) STEEL : Fy = 36 KSI MIN. 1 ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS (STEEL 12 GA. MIN. THICK = 0.105') j /�-. 00 SEE ELEV. FOR SPACING B) ALUMINUM : 6063-T5 MIN. y p cu / I (ALUM. 0.078- MIN. THICK) q F ' m U a 2BY Wood Buck Substrate or -- r. R Fn V) c Wood Stru ture a/ (SG) M1AMI-DADE COUNTY q Specific G vity= .55 mm. (Typ,) APPR'O MULLION ` 0 L _ SEE SEPARATE NOA a �z_" p �u Uin 5 g 1,k C d' > . = W .F rn �� a cxi � 3/4" Min. I p { Edge Dist. f Q Im i D WOOBUCKS AND METAL STRUCTURES NOT BY 1AWSON MUST SUPPORT LOADS IMPOSED BY GLA2iNG SYSTEM AND FU[I TRANSFER THEM TO THE BUILDING STRUCTURE. �' TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING m, . 19 � I µAIkj II 2 = M N nw ^ ^N� 7rs 14 • 1" WEEP NOTCH - 1/4' TAPCDN or APPROVED EQUAL BY V/ 1 MIN. EMDCD. INTO 3.2 FOR AT EACH END TYPICAL ANCHORS 3/4' Ksi FROM CORNERS S SELEVATION AT 5 OF 14 FOR MAX. SPACING. C I— @ 6•EE SHEET , 2 PER CLIP IYPICAL ANCHORS IN PNRS SEE ELEV. FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min.) ANCHOR OPTIONS HEAD -SILL JAMB P.mbedmenl Edge Dist. Concrete ELCO ULTRACON 1/4' 1/4' 13/4- 1" 2.85 Ksi BUILOE% 1/4" 1 3/4" 4" 13.2 Hsi BUILDS% - 3/16" 1 3%4" 3" 13.2 Ksi ANCHOR TYPE CHART TN 2X WOOD BUCK If In. ANCHOR OPTIONS HEAD -SILL JAMB Embedment Edge. DI,L 2. Wood ELGO ULTRACON 1/4" 1/4' 1 1/4" 1" .55 SC SUILOEX 1/4" 1/4" 1 1/4" 1" .55 SG S.M.S. (Into 2X) #12 #12 1 1/4' 1" .55 SC 861 "lI 21 !-ill -:1 zl z1 d 7 /4 - UKILLFLEX SELF ORILLINC SCR INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) E'r'11EL`7''�TAT (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Nip Sm INTO APPROVED MULLIONS (NO SHIM SPACE) IF�H oCi.,:;� y TYPI(:A D DIcTANCf (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) O1 �'° W (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.44 INTO METAL STRUCTURE = 3/4" MIN. u ^ SRALANTS• 4'•�..°, ^st.,=t.t�;` FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. TYPICAL ANCHORS IN PAIRS SEE ELEV, FOR SPACING 1/4" SHIM Eu� (MIM. eEO.)� CCU D.L. OPG. O I NOTES: 1) REFER TO SHEET 5 OF 14 FOR OIAZINC OPTIONS AND DP CHARTS. 2) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 6 OF 14 1/4' SHIM FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 5 OF 14 MAX.K I FOR MAX. ANCHOR SPACINGS. o 24 D`a L.Oq B I 0 No3 lr 2a O O 5 I SCREENS OPTIONAL U EXTERIOR 4D/2T — OXXO I 1 1/4 (MIN. EM0E8.)' SCREEN PTIONAL TYP!CAL ANCHORS 14 PAIRS SEE ELEV. FOR SPACING O EXTERIOR 1 3D/2T — OXO MW. EMBED. e .q O ' 11/4 SHIM ! ` m o w E- v p z MAX. � �. M H a 3 N20 V O z o 0 0. O Oo 1=1 cFi o o I y ?3 n J Z U) N a U O x P2 j Z zlo (� N o LN �aol� .1 V) x k I • - U , z : 0' `� p 9 � � w WO WOOD BUCK d z a zIo a N O i at o w,l' _-- Zi'Q c Y IBY of 1/4" SHIM WOOD BUCK _ 13i o axmsPbisiwttl8>�i<Lxi�a Nj � ° 6dffieg Qoda -.,- 17 °' AaeeatwmNe I 121z_U� of r o 0 23 _ Zatlratlaa ate' '3 �� A o E z N 16 6 24 F 0i yG� avr�c 2 �I a yl y c+ gCL u. a .. it A To 17 J z� a•E."� ..."v I D.L. OPG. Hm PANEL WIDTH I '�= - w 1 I / = z (MIN. EMBED.) X'm ?,•") (n i. �?'60 a E� C1 f i JL D 1; I 1� IJ tl Dy POCKET WALL 1 r SEE NOTE g3. r i (TYP ) X-RP or I LP-X p F I 1 m �\al 1 X V O" ~ r , a a-52 X.. 1J I rnZ( r XX or XX-RP 7 or RP-XX-LP a or LP-XX J 1 1 i % if b b b y _9 m I I J I s I a I 0 a- �I p,l -OCKET WALL j SEE NOTE ;3. (TYP.)� r � XXX or RP-XXX or LP-XXX 189 3/4 TEST DOOR WIDTH w/ SINGLE PO( & NON -POCKET MAX. WIDTH 191 1/4" 13 1 /4" MAX. TYP. AT HEAD/SILL AT SALE ENDS 6" MAX. TYP. AHEAD/SILL CORNERS y _9 m I I J I s I a I 0 a- �I p,l -OCKET WALL j SEE NOTE ;3. (TYP.)� r � XXX or RP-XXX or LP-XXX 189 3/4 TEST DOOR WIDTH w/ SINGLE PO( & NON -POCKET MAX. WIDTH 191 1/4" 13 1 /4" MAX. TYP. AT HEAD/SILL AT SALE ENDS 6" MAX. TYP. AHEAD/SILL CORNERS u o I J II U ID u ( - a U U U F1 a u li I II U u F2 aX 7/16" OVCRALL LAM. GLASSAS EREOD.InFORCwG O O a U II U 3D L34 U a i 83 X n X X U X i ° f :. ��' •�. 412, �f s 911 46 3/4" MAX. r c'°-jam 1« PANEL WIDTH PANEL MAX. D.L.O.: 3/0 X 6/8 = 31-1/2" X 74-1/4" XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 4/0 X 6/8 = 43-1/2" X 74-1/4" 3/0 X 8/0 = 31-1/2" X 90-1/4" APPROVED WITH CONFIGURATIONS T 4/0 X 8/0 = 43-1/2" X 90-1/4" 8c WITHOUT POCKE,S (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL 17 BULB VINYL 17 3/16" HEAT STRE9'0 CLASS .090 PVB Interlcyer } 16" HEAT STREN'D CLASS / Sollex CP-Sopex & So(lex HP ,090 PV8 INTERLAYER I by; Eoslmon Chemicol Co. Trasi(ol PV8 or x tz W Trosilol PV8 by: } wl r F ') SenlryGlass by: ( Inc. Kuroray MnerKo CD Kuroray Amenco Inc. an Z EA3/16" HEAT STREN'D CLASS ? 3/16- HEAT STREN'D CUSS 01 �I SIUCCNE DOW S(UCONE L CORNING 899 co In i DOW CORNING 899 ! 40 �I,II� 40 I I \ ( I GLASS TYPE 'A' GLASS TYPE' GLAZING DETAILS 43 1/2' MAX. 49 1/8" MAX. 4 DOOR - THREE TRACK '_XXXX" TYPICAL ELEVATION TESTED LJNIT DP CAPACITY - PSF (2 1/4" SILL) DP CAPACITY - NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' WIDTH HElcrlr FT./w. EXT. (+) _ INT. (-) _ EXT. (+) INT. (-) �EXT. (+) _ _ INT. (-) EXT. (+) INT. (-) 8/0 (2DR) (VI/ I STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 8/0 (2DR) (VI/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 66.0 (r)68.0 i(r)68.0 12/0 (3DR) (W/ I STEEL) 8/0 56.7 68.0 56.7 68.0 - - 68.0 68.0 I2/0 (3DR) (1V/ 2 STEEL) 8/0 56.7 68.0 56.7 6B.0 68.0 68.0 16/0 (40R) (W/ 1 STEEL) 8/0 53.3 60.0 53.3 60.0 60.0 fi0.0 60.0 60.0 16/0 (4DR) (W/ 2 STEEL) 6/0 53.3 68.0 53.3 fi8.0 68.0 68.0 68.0 68.0 POCKET WALL SEE NOTE N3 (1YP.) , 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 #15 & 16 AT SHEET 1 OF 14. DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PSP (a" slu) LAMINATED GLASS CLASS TYPE 'B' LARGE MISSILE IMPACT L-) Zar/3ar UUUHS MLLI +/6.7 & -78.0 DP w/ -Dupont 0. 190" SGP Laminate rRauucr asys�at+ � �Py4aevrit6 sheffbtiBr+ Amptance 17-I2IZ•D Aorcplentt N� m ��d9a le 2" � V a N 2ou� a� aL) to v M 10 Nob O I C p 0 rn00 O 3f z'q Z N rQ m E y ooz O a m M a. ti � az�o � N v q N En z z z O > O (� V C,2 I O3 la co a I� %I VI� I" Min. 1/4• TAPCON or APPROVED EQUAL BY FOR _ Edge Dist. W/ 1 3/4" MIN. EMBER INTO 3.2 Ksi Cw e 6' FROM CORNERS 6 SEE ELEVATION AT SHEET 8 Of 14 FOR MAX. SPACING. 39 e (MIN. EMOEOJ ° ,d ° d CAULKING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING d (41N. FS+BED.) d n d\ V" MAX_ CAP 1 BY P.T. WOOD BUCK TYPICAL ANCHORS IN PAIRS SEE. ELEV. FOR SPnCWO '.LEAR SILICONE 2BY Wood Buek Subatrole iCODING COMPOUND Waotl Strucl4re w/ (SG) 33 Specife GrevRy= .55 mm. (TYP•) i 1 (4W. GLASS NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 8t 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. Y } nLn 1- U a,� _J W Cr a U V = In V 5 w- �w �0 N J� N 1/e' SILL RISER _ ADHERED WITH n CLEAR SIUCONE -/L 0( UNIT $IL:. I All IF EMBEOJ 1/4• TAPCON or APPROVE➢ EQUAL BY FOR _ TYPICAL ANCHORS 39 W/ 1 314' MIN. EMBED. INTO 3.2 Ksi Conc. T a 6- 2 PER CLIP n FROM CORNERS 6 SEE ELEVATION AT SHEE 8 OF 14 FOR MAX. SPACING. TYPICAL ANCNURS I.Y PAIRRS SEE EL•cV. FOR SPACNG TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV. FOR SPACING MCSeI�T �NY�oy� 1 ul o no to 1- M 0) N O m V ^ m W a o zcf) 0 G q 4i 8 O g 3oM 2 Q ad z> h Vl y o ul m a a a METAL crtLUCT R ATTACHMENT D TAH s z I N 1. ALL STEEL IN CONTACT WITH ',� p 1 O ALUM. TO BE PAINTED OR PIATEp. .. F O 2. METAL STRUCTURES: PICAL ANCHORS IN PAIRS A) STEEL : Fy 36 KSI MIN. E ELEV. FOR SPACING 12 A Cq .mJ (STEEL GA. MIN. THICK. = 0.105") B) ALUMINUM 60G3-TS MIN. (ALUM. 0.078" MIN. THICK) U K to 4 MIAMI-OADE COU, Ty �' Q I U APPR*D MULLION SEE SEPARATE NOA •7-+ a T cI 11 an i .1.1N �I � .� a W W o .] > � malouDerasvrs�j O a .. ' _� = TuTIM the IE � L12 E" ham 9 e / C O W I2 � AYeagieaerNo i .)2 Z S4tiflrW4G1e Jilltc �� ; (I j I I a j I a F I AND METAL STRUCTURES EBUCKS NOT BY LAWSON IND. SUPPORT LOAD$ IMPOSED �yAi BY GLAZING SYSTEM AN, SFER THEM TO THE BUILDING STRUCTURE. I {z TYPICAL ANCHORSSEE ELEV. AT SHEET B FOR SPACING 11( ANCHOR TYPE CHART IN CONC. or MASONRY min.) ANCHOR OPTIONS HEAD -SILL JAMB Embcdmen Edge Dial. Concrete ELCO ULTRACON 1/4- 1/4- 1 3/4' 1" 2.65 Kai BUILDEX 1/4' - i 3/4" _ 4" 3.2 Kai BUILOE% - 3/16" 1 3/4 J. 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK (min. ANCHOR OPTIONS HEAD -SILL JAMB Embedment Edge Dlal. 2X Wood ELGO ULTRACON 1/4" 1/4" 1 1/4" 1" 1.55 SC BUILDEX 1/4' 1/4" 1 1/4- 1" .55 SG S.M.S. (Into 2X) #12 I/9 I,n_ IV_._t LtX y_ktr�cr..REWS I i INTO METAL STRUCTURES O I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I I 10 . INTO APPROVED MULUONS (NO SHIM SPACE) kyak TYPICAL EDGE DI TANC (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4'1 INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) (3/16") INTO CONCRETE AND MASONRY - 3" MIN. (17W BUILDEX) INTO WOOD STRUCTURE = 1" VAIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 4 -i i L4 < I a. FgJBv G86L3°t`a d 2' F.H./PHI: S.M.S. V/ v V MIN. EMBED. INTO 2% 2 STEEL BARS ROOD. ON IUD BUCK (SEE SHEET 119 SIZES AS LISTED W DP ISTENER NOTES AND CHART W/ PRESSURES TION AT SHEET B B FOR SHOWN ON SHEET 8 OF 14 ISTENER SPACING ) I STEEL BAR REDD. ON SIZES AS LISTED IN DP CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 3 0 / 3 -r — XXX NOTES: 1) REFER TO' SHEET 8 OF 14 FOR GAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. WOOD BUCKS NOT By LAWSON IND. MUST SUSTAIN IMPOSED LOADS 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 7/16'-H.S. p 4) REFER TO SHEET 8 OF 14 LAMINATED GLASS T/4" GAP 11 FOR MAX. ANCHOR SPACINGS. ^—� CLEAR SILICONE ADH-ESIVE MAX. --1r DEDDING COMPOUND 33 ° MKt09UC1 REVlB 3ll }' 13 d fi 7 37 J ° QeR'INtt�68�6 �L e Aeca •ice Ne lI ZI�•OS 35 `•1 *12 X 2' F.H./PHI.-S.M.S. V/ 1 — — — — •--�" ` / 1 1/4' MIN. EMBED. INTO 2% I 1 t BUCK (SEE SHEET b9 FOR FAST % FOR FASTENER NOTES AND " 8 I \)�t/ ELEVATION AT SHEET D B FOR �+. _ 28 r 1 FDRnFASTENER SPACING ) Ifi I , T. SCREEN DOOR PANEL (OPTIONAL) EXTERIOR 2D/2T — XX EXTERIOR GRADE 3A. PERIMETER CAULKING ! I (N:N. EUBED.) (7 0 0 c 0 lvz n y m �Aao� 2 `t OO m p h In Q O 2 3 n q ul z r (� 1= CO N E � Z O o o C C. .a y wfa ` 0 �v L) [V 1 Z .4 a rz F x 3 o 7 ggg m � w o yyyW o a � � 1 j C CD U C) a �I C" O J C Q: I2 F U) Iz ' � � �.+: .'••, �' dam. I 02N UI RT 1 e 4'' mw� •e'er 1... `'yy I FF �7 G '• l r � F d 0 IMAM. EunEO. h m � � 1112 % 1 ' MI . EMBED. PHI. SMS INTO M W h F 1/4 MAX. W/ 1 1/4• MIN EMBED. INTO °' ) v SHIM ( SEE7GPTOOD IpNALUINSTALLATION ° °� o h (]„' O = FOR POCKET WALLS N < .Qjl O c DETAILS AT SHEET 12 OF 14 o: SEE GENERAL NOTES o ¢ ^ O Al e 1/4' TAPCON or APPROVED EQUAL BY FOR � #15 & 16 AT O N 2 to V/ 1 3/4• IN. EMBED. INTO 3E Ksi Cnnc. 39 "' 'I° SHEET I OF 14. o ' e 6• FROM CORNERS L SEE ELEVATION AT NOTE: 1.. a a SHEET 8 OF 14 FOR MAX. SPACING CLEAR SILICONE ADHESIVE STEEL BARS REDO. AS Q Tn 6 BEDDING COMPOUND Z Y (�) LE--.. •`)° e o LISTED IN DP CHART W/ !-- e 0 33 PRESSURES SHOWN ON j i�-- —� 31 )� I 13 SHEET B OF 14 16 w p e 37 7 l i EOCE DISI.) W f 6 Z z C3 ° 9 16 o 26 •-' CCEAR SILlCL1NE-TURESTVE___________ _______ ______________ __ _____ ___ � •_. _______________ ______________ _____ (.1' � 1 BEDDING COMPOUND - - -- - z w o s' 7 _- ° i II 6 - w - --------------------------- - - - - - - - "' �`�:^'•I EXTERIOR GRADE J O PERIMETER CAULKING (MIN. EU9E0.) TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING SEE ELEV, TOR SPACING 1/4" MAX_ p 1/4" MAX. SHIM I SHIM ` • 1 a° e _ z _ cn CQ .1 to x jj 17 y >• � a 9 25 N a j z N 3 8 � 25 38 Do O -- ---- vw j O 0 ----- O E - - ---- - - ---- - - - ( sllf ��L�I�- ---__T------- --- --_-------- I SCREENS OP ---------- fly � OPTIONAL_ -"- - _ -' -- - EXTERIOR POCKET DEPTH TEST DOOR WIDTH (190 5/8•) NI c o n N N m LL m tl\ 4 D / 3 T — XXXXP NOTES: 1) REFER TO SHEET 8 OF 14 a� ~ FOR GLAZING OPTIONS AND DP CHARTS, 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 ----------------------------------___ FOR TYPICAL ANCHORS AND NOTES. '- 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. . ° METAL STRUCTURE A1TACHMEYT DETAIL NOTE: L METAL STRUCTURE 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL ! Fy = 36 KSI M!N(STEEL 12 GA. MIN. THICK -- 0.105`) B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078' MIN. THICK) �-' 3/4- (MIN, EMBEh.) Erg SCREEN DOOR PANEL (OPTIONAL) IM wclPtyls>6Mt4 the 6loiiiffi w� _.'4J �' •. • .4 fr('e,, I e �L�•• 6sldrMim+(Yhi�it+i O '� n 1 \ •�„ w b tea-+ +,(i •+vb ) ti 1 1 V S S� SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME 1 3/4" MIN. EMBED. ° .-. 1. FOR ANCHOR TYPES SEE ' NOTES AT SHEETS 3, 6, & 9. 6 o 0 2. FOR POCKET WALLS SEE GENERAL INTERIOR NOTES #15 & 16 AT SHEET I OF 14. en 0° to n m y 04 ° TYPICAL ANCHORS v~i a m .� p a a AT 8" O.C. t. INTERIOR o m o p o 0 o it .. v SEE ELEV. ° m p w q z FOR SPACING 35 ri n Q g co t7 0 26 16 z w d Fn d0 17 On Z p a 16 I ZN - .� 31 mfa 2 0 i N 0 1 w U ' I a F j Z 0 0 w 2� 0 1 Q y W •. a 1 31 17 1 ad "a .-o y6 t6 v IC a, w STEEL OAR REO' . ON 17 /UI 5 x a EXTERIOR SIZES LISTED W/ OP 6Dps a V < TYPICAL ANCHORS AND A90vE Z o $ 35 v ,° - AT 8". O.C. m n' F2 SEE ".O.ELEYYY .1/4' MAX FOR SPACING �+1 f �1 o a a 1� ik SHIM 1 3/4' MIN. _ C O ,. EMBED. EXTERIOR I ¢ Obi 0 p I ,�•-., i.z POCKET DOOR HOOK �x Q mi. ATTACHMENT DETAILS 0 I? N c(2 a �{!l�JJ fleXitle Vl FP✓C Com o aIm-Team Plasllts Inc. M. FPVGBlaelcCom Compound C N X(4 I r NrvSIGL I Y Duc, dollvrdmx'A•,16— 73 D7240 Y0 Sp-if-Gmih IAS D-792 N nl al m tlolu=j 7emik$oca6nh,PS1 1640 D-08 •- I y j.3 Mr.—Gbn�li,n% 3,10.0 D638 Moduhu (410ny, Elmgdim, P51 755,0 DL36 3 In Ddldmo5, 31.0 D•746 N a° E '2. FPVCwnIto:Compound No.7267d5 ASTMNO. (�OOra1mAingw uu D--,iHmd,es'A',Insa 75 D-2.740 i>a¢4d1Rg Ledo wl ° o o � I SPsvc Omiq LAS D-792 mNo 2 (IS uI y u 5ui„g1h,P5[ IWO D-67R EgplOtc 21`S i o 0 o z z UI16,v1c Tiong"lion,% 325.0 U636 '-��4�` Y 76s.o Dab �SI,� - y $ � __._.. :% 8 4 I"' Dnue"ess - 0 i?746 C65r cemofel E� o Y 1< ,5 d .4 s of ci 6 .;�.@ a LCI41 v rn;3�5EaS8e F6yFb4,a A ITEFf ry PART QTY. Y. DESCRIPTION - REMARKS i L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1.2 1-9211 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM 6 L-9201 I PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM ID L-9209 _ AS RECT. _ ALUMINUM GLAZING BEAD ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD _ _6063-TS 6063-T6 ALUMINUM l2 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 WTS'P ULT,RAFAB UQB6757DK 15 PVS-009 AS REO'D. PANEL TOP RAIL WTS'P .187'x.310' (7830-6001-1) 16 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.210' (7820-6001-9) , 17 jVWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4- O.D. III L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 19 HC-046 2 MVG. PANEL TANDEM ROLLER j 2 X EA. MVG. ROT. RAIL 20 FS-003 2 ROLLER ATTACHMENT SCREW 08 X 1/2' F,H./PHIL. 21 AR-OOB 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM - FS-042 AS REOD. 'C' TRACK ATTACHMENT SCREW RIO X I' SMS F.H./PHIL. 23 L-9018 I X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW N10 X 5/B' PH/PHIL. 25 AR-020 x INTERLOCK STEEL REINFORCEMENT 1/2- X 1 1/4- (36 KSI) 26 AR-02l x ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) 27 AR-024 x INTERLOCK STEEL REINFORCEMENT •-- 3/II' X I' (36 KSI) 28 HC-047 1 MORTISE LOCK HARDWARE W/ HANDa 29 x 1 x Pone( 7/16' Ln.'Iinated H.S. Glass See GlazPRYSICAL 30 L-9022 x ASTRAGAL PANEL SILL CLIP 6063-T5I 31 L-4215 t POCKET JAMB HOOK 6063-T6Tc,e0e 32 SM-5731 x NEUTRAL CURE SILICONE Schnee-A1„ant�(IgIfNP/Hlmgmim,PSl 33 DC AS REQ'D. NEUTRAL CURE SILICONE Dow Cornng 899 34 x x NEUTRAL CURE SILICONE Trenco Spectres 2 35 HC-045 2 NYLON PLUG ( .480' HOLE) RIGID PVC 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC 37VF- REQ'D. FRAME ASSEMBLY SCREWS 48 X 1/2' P.H. PHILLIPS 38AS -AS REQ'D. PANEL ASSEMBLY SCREWS B70 X 1' P.H. PHILLIPS�39AS READ. SNSTALLATIDN SCREWS412 X 1 3/4' F.H./PHIL40 AS REQ'D. GLAZING SETTINGBLOCK SOFT PVC I/8' x 1/8' x 2'L. - SCREEN PANEL x42 AS REQ'D. JOINT SEALANT Schnee-Moreheod 5504 43 x PERIMETER CAULKING ❑SI POLYSEAMSEAL 1 _ PRODUCT LABEL x 3.625 .062 7.000 _71 O .t— II �1.594�1 FRAME rIEAD��� 3.6062 I 1.000 L 500 AT TRACK HEAD 1 594 ki SFIE'cT5 8, & 9. MULTI—SLfOE FRAME HEAD 1.000 I .062 .376 3.500 1.218 _ I I O3 J.687f 1 FRAME JAMB � ; PANEL TOP CORNER FRA�AFSQP _�QRNF�f TWO TRACK FRAME r O c '�n° � o N Q e moo z j 6 z o ro t a y,' j j 1C �i z .•.1.. w L>ti , O �q m Ie d z U C7 Z q a q Vl ¢ as 0 1 E- En o v N I o cQ rn a c S ` g -qp- 124 .090 -j� I I— f -� i 2.250 062 0 .sss u U —L] L4.154- Q FRAME SILL 1 687_ .094 1 t 32 062 1.590 -- I---1.619 07 INTER!GR INTERLOCK 3 - 1.24+ 2.000 E 062 { 890 i I 062 j'�lf1F J{� 2.798 2.039 f I �Jt 11 J .150 1.590 062 1.132 o o nr-R LL 0 4I� e 4z F- Q PANEL TOP RAIL I -1 1.197 Q PANEL BOTTOM RAIL PANEL BOTTOM CORNER I ggqyyy I PRODUCEREVIWD 37 to aoe+Pb'�¢wllY the Riwists. nm!t�a N 10$ firHtoe Date '3 FRAME BOTiDMC�(�ORN zI N '�' — _ `z - N a890 o o u o_ y % 8111 > o o S g a 094 7,687 C EXTERIOR INTERLOCK o 0 a N z z 180 --t 8311 �.616 —2.686--y + .0 P42 j 844 1I.617 1.710 2.280 094 7 I GLASS STOP O Q LOCK STILE1.655 I o: z'm� a ,.:-• z f-,,':-��1� ;�. O 3 Q:j ml r v • ... ..., ASTRAGAL STILE 531 .524 .070�1 1-1.250 t 2} t .580 I 875 1 .125 -.-I 1.142 O j� 3.000—�y I I �j .124- FIXED PANEL CLIP ! ASTRAGAL RETAINER SILL RISER Ij �g6�y1,� `�_j;rt>.tge4 q J ^ 5.244 —y T— .a7o I� 1.000 1.500 t .59 11 FRAME HEAD .090--jr- 062 2.2I50 500 I >�— 5.7a8 --•1 FRAME SILL- ,2 t .000 s00T1 � � 1.250 .062 IF Ir//1/IJ� 25 IIi INTERLOCK REINFORCING ,3 FRAME JAMB �.50� I 2.094 078 I .953 3, Pocket "P" Hook 500 1-1 I --I 1.500 1 9 1 2 I ASTRAGAL REINFORCING .375-y I- 150 INTERLOCK REINFORCING 527 �. t 00-ti.670 21 C" CLIP FRAME 130TTOM CORNER Mo➢UCP REVUM tm corPbbS wKM Itie FYorifla t,�tNag (iade p.cep�mallot7 /212•Df glpb*isa .w3l $oZ�• a�� 1 C w w ° O `v o mom V O o O a 3u.n Cn 2! y co a Z c d m�a \ o w 1 2 o 1 N m 1 �W O e a z o 41 d ,y A O Q rn 0Ir a t N, � li w 4 ',el i U) Z