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Home My WebLink AboutNOA'SY AND ECONOMIC RESOURCES (RER) MON DIVISION ANCE (NOA) MMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315=2590 F (786) 315-2599 www.miamidad e.aov/eeonomy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to Pe used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. I 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 mangy er, 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 "S)El 7700 (Flange Frame)" Aluminum Single Hung Window - L.1VLI. APPROVAL DOCUMENT:, Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision C dated 09/21/16, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. I MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ,LIMITATIONS: Insulated GlIzing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state, series, and following statement: "Miami! Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable buildng code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this lentire NOA shall be provided --to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official: This NOA revises and renews NOA No. 14-0908.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by'Manuel Perez, P.L-. NOA No. 16-1003.01 Expiration Date: December 27, 2021 ;ow IS i� Approval Date: December 15, 2016 12 Page 1 I� AA n 033i9 ARK.011105 APPROVED ® REVISE & RESUBMIT E,j APPROVED A_� 3ORRFCTED [] REJECTED This rcv!Zty iy o,. l for gensmI conformmr. tvN, the design concept of the project a;ri ganterai compliance wiih the information rivsn in the contract dccurrcr,+ls. corrections or comms n:S made on tie shop drat'Ams during ff s re;t ea u do nut repave fno contractor from corplianca with tha require- mmis Of t is plan and SpSCifG°i C 1S. Approval of a specific item shall not it c, 3a appmv i of as a:"embiy of wh!cli th, harm Is i component. Con- Gactar is responSN.e for t armnsions to be confimad and correlated at the kub sua; imfos a5on that partains solely to the fabrication processes or to the means, r ctuds, techniques, c-oqusn. s and procedures of construc- tion: coordination of the mr'a of all other tirades: and for perfomung all work in asafo and/satisfactory mannar. 15 T Fj�F OP 1 MIAM 1-DADE DEPARTMENT OF REGULA BOARD AND CODE ADMEW NOTICE OF ACCE Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued i materials. The documentatic Product Control Section to 1 Having Jurisdiction (AHJ). This NOA shall not be valid Section (In Miami -Dade Cou to have this product or mat( perform in the accepted man immediately revoke, modify, reserves the right to revoke Section that this product or m This product is approved as Code, including the High Vei DESCRIPTION: Series "Sl Y AND ECONOMIC RESOURCES (RER) ATION DIVISION ANCE PNOA) MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (7W 315-2590 F (786) 315-2599 www.miamidade.gov/economy der the applicable rules and regulations governing the use of construction submitted has been reviewed and accepted by Miami -Dade County RER - used in Miami Dade County and other areas where allowed by the Authority APPROVAL DOCUMENT: IUD Impact Window", sheets 1 thro manufacturer, signed and sealed Revision stamp with the Notic eProduct Control Section. MISSILE IMPACT RATING LnvuTATIONS: Insulated Gim height without external protectioi LABELING: Each unit shall be and following statement: ,Miami!, RENEWAL of this NOA shall 1 no change in the applicable build TERMINATION of this NOA in the materials, use, and/ or man of any product, for sales, adverti; to comply with any section of thi: ADVERTISEMENT: The NO followed by the expiration date : displayed, then it shall be done\in INSPECTION: A copy of this distributors and shall be available This NOA revises and renews r and E-2, as well as approval docu The submitted documentation wa: r the expiration date stated below. The Miami -Dade County Product Control ) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right l tested for quality assurance purposes. if this product or material fails to , the manufacturer will incur the expense of such testing and the AHJ may suspend the use of such product or material within their jurisdiction. RER s acceptance, if it is determined by Miami -Dade County Product Control rial fails to meet the requirements of the applicable building code. cribed herein, and has been designed to comply with the Florida Building ly Hurricane Zone. - (Flange Frame)" Aluminum Single Hung Window - L.M.I. e rawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame ugh 5 of 5, dated 05/27/09, with revision C dated 09/21/16, prepared by by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control of Acceptance number and expiration date by the Miami -Dade County Large and Small Missile Impact Resistant ng Options Types 6 and 7 are not approved to be installed above 30 feet in device (shutters) r a permanent label with the manufacturer's name or Iogo, city, state, series, )ade County Product Control Approved", unless otherwise noted herein. e considered after a renewal application has been filed and there has been ig code negatively affecting the performance of this product rill occur after the expiration date or if there has been a revision or change ifacture of the product or process. Misuse of this NOA as an endorsement ing orany other purposes shall automatically terminate this NOA. Failure NIK shall be cause for termination and removal of NOA. k number preceded by the words Miami -Dade County, Florida, and iay be displayed in advertising literature. If any portion of the NOA is Its entirety. entire NOA shall be provided to the user by the manufacturer or its For inspection at the job site at the request of the Building Official. OA No. 14-0908.10 and consists of this page 1 and evidence pages E-1 vent mentioned above. reviewed by Manuel Perez, P.E. K I NOA No.16-1003.01 Expiration Date: December 27, 2021 21 $ jl(p 5, 2016 Approval Date: December 1 1 1 Page 1 Lawson Industries Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted uInder NOA No. 09-0706.09) 2. Drawing No] L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision C dated 09/21/16, prepared by anufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 09-2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P.E. I (Submitted under NOA No. 09-0706.09) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003IC, HETI-08-2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062W & B, MTI-08-2063A & B, HETI-08-2064A & B, dated 03/15/08, signed and seal d by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 I4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marlled-up drawings and installation diagram of an aluminum single hung window, prepar�d by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-�986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-1009.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No.11-0705.09) 2. Glazing compliel with ASTM E1300-09 Man el erez, P.E. Product Co r Examiner NOA No. 16-1003.01 Expiration Date: December 27, 2021 Approval Date: December 15, 2016 I E-1 Lawson Industries, Inc. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasO (Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acc ptance No.14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Ace;ptance No. 14-0423.17 issued to Eastman Chemical Company (AIA) for their "Sallex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated September 30, 2016, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No.11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory com fiance letter for Test Reports No. HETI-08-2003C, HETI-08- 2004A, HETI-6,8-2060A & B, HETI-08-2061A & B, HETI-08-2062A,& B, HETI-08-2063Ai & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., da ed 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration (Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis AI, tonio Figueredo, P.E. (Submitted under NOA No. 01-0406 08) G. OTHERS 1. Notice of Accept ce No. 14-0908.10, issued to Lawson Industries, Inc. for their Series "SH-7700 I (Flange Frame)" Aluminum Single Hung Window — L.M.I ", approved on 11/06/14 and expiring on 12/27/16. Manuel P — .E. Product Control xa iner NOA No. 16- 03.01 Expiration Date: December 27, 2021 Approval Date: December 15, 2016 E-2 INSTALLATION ANCHORS. WINDOW FLANGE FRANC VIDTH WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHORS: WINDOW FLZ;G 'FRAME WIDTH CA) 4 MAX AT FRAME "AO 1.� INSTALLATION ANCHOR4 W a MAX AT FRAME HEAD CC) FRAMEJAMBS(SEE SREET NO i Mg37(3/�_I (A) a MA AT FRAME NERD 10 IS/16• ({� (B) NONE PER FRAME SILL —{ 13 3/a• (B) NONE PER FRAME SILL NA%. O.0 (C1 FRAME JAMBS (SEE SHEET BU AI MAX. D.C. Fc OW(J CC) FRAME JAMBS CSEE SHEET 14) 6• 6• r6' MA%.-T)P. O ALL CORNERS 1 £ ALL CORNEAS ' Mix...D.L.O. Wid ALL LURNE - �i ID iMAX. ABOVE 0 1 "� ; o `I}! aNtI 9 3MABOVE i'✓� ��o u pg MEETING RAILS z pp i ID 3I/16• _----_'-__- --_'— M DW p %. A B cg �� MEETING RAILS Mox. &LO. Widt{i j i MO'' D.L.O. Wi th e 5'. AT NE N`w = 11/i6•ii a e�� ne er �i�48 11 1E1i i n 1L,Nc m eSM B ii �m :N� i B N ^S 6' MEETING Q si _T HS 6• MEETING M� p, / S - gn z: �— • ii N c ) RAILSw , 9 7/8• __ -1 MAX. BELOW �"55___t0-3/a• - �)�//� �`'E MAX. BELOW / T - ., Z MEETING RAILS ,y 2 iNA 7(, g[Lpy XEETING RAILS JJ n✓ O µ TANG Ra1L - - - I 1, i �---'— ' -- V • '� i r 11 `MAX. _._ J. T6-MAx. I 6 Mn% 1 1 - C-...X:. N ANT. FALSE COLONIAL C . - EXT. 6 ANT, FALSE COLONIAL a].AAD• .y2,Ry..—_.....� Mt aIIINS ARE APPLIED V/—St125•—• -1 NUNTINS ARE APPLIED V/ WINDOW BULK VIDTH WINDOW DYJC VIDTH V/ SILICONE AND ARE W/ SILICONE AND ARE AVAILABLE AS OPTIONAL WINDOW RUCK VIOTN DIUS ELEVATION AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN —EQUAL LITE RAUN—EQUAL LITE ELEVATION 4 INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4'OF 5) General Notes: (LIMITED TO LOADS ON SHEET 4 OF 5) SERIES-7700 SINGLE HUNG . IMPACT WINDOW — FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th EDITION INCLUDING HIGH VELOCITY HURRICANE INSTALLATION ANCNORA---•_ WINDOW FLAICF_TRAME WIDTH ZONE VELOCITY (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (N a MATT, FRAME HEaB � (SHUTTERS NOT REQUIRED) CB] NONE PER FRAME SRC' -1 13 3/a• CC) FRAME JAMBS (SEE SECT 1K\� I MA%. OL. 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING A C F_ ifs RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS TrAT OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 6• CORNERS 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES Max.D.L.O. W Ih ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATEDON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE e 9 s/e• _=====ii,�1f /__ Q ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND -' `v IMAX. ABOVE✓/ TO BE REVIEWED BY BUILDING OFFICIAL.MEETDm�tAIE B D 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS z II B TYPES TABULATED HEREIN (SEE SHEET 93). AND FOR USE WITH DOUBLE GLAZE T- p' LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET g3). owW _ 6• MEETING RAIL > 6.) SEE SHEET 3 FOR LOCK DETAILS &OPTIONS. aN J 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 2 as 8 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. W I . ----- _ 9.) EXT. &ANT. FALSE COLONIAL MUNTINS ARE OPTIONAL &AND ARE APPLIED W/ SILICONE 9 it MA%BELOW ,.1 MEETING RAIL ,M.1 10.) WOOD OUTAGE IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED V (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET p2 FOR DETAIL do NOTES) 1 PRODUCTREVISED WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, _J " ' mmWN(8withffiel aft SECTION 11.3.3.3. awla* a'PmDR1No�6.)0 11.) APPROVAL APPLIES MAX.. ES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. Autr c•l 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT. L INT. FALSE COLONIAL C BY BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY HIINTINS ARE APPLIED W/ s212S MLLn' ePtDAitict TO THE ENTIRE MULLED SYSTEM. W/ SILICONE AND ARE WINDOW BUCK WIDTH 13.) SEE SHEET N 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. AVAILABLE AS OPTIONAL. 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE EQUAL LITE ELEVATION PAINTED OR PLATED AND SHALL MELT SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. (LIMITED TO LOADS ON SHEET 4 OF 5) LJ � OO A z n L) yae o C rr z:. 30� � z�z Z C C m f a a z o 0 0 U z �N o C, z n �N W w w 0 N w �[ a a yt APCON 1/4' EMBEDMENT W/ I O C MIN. EMBEDMENT INTO ALL WOOD BUCKS ENGINEERED SEPARATELY — (SEE ELEVATION AT SHEET ql HEN 6 TO BE REVIEWED BY BLDG. OFFICIAL CTYP.) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. 1 1/e, MIN. MUST SUSTAIN IMPOSED LOADS DI '.' '.v > • 41 14' MIN, a e. eEMBEo MENT 4 P•4.ea O EXTERIOR GRADE PERIMETER CAULKING , I EXTERIOR C. L EXTERIOR PERIMETER SILICONE ADHESIVE BEDDING COMPOUND INTERIOR MEETING RAILS 18 EXT. GRADE CAULK 9 O ° e4. e ee • 4 ea: A14 SAS. V/ 11/4' MIN. EMBEDMENT INTO WOOD. CSEE ELEVATION AT SHEET AI FOR MAX. FASTENER SPACING) SILICONE ADHESIVE 23 BEDDING COMPOUND / I (1 12 INTERIOR EXT. GRADE/ I O #14 SAS. W/ 1 1/4' MIN. EMBEDMENT INTO WO' (SEE ELEVATION AT SHEI FOR MAX. FASTENER SPAC EXT. G CAULK MAX. 1IM YP GLASS .PT. WOOD BUCKS Q z W z 20 1/4' TAPCON V/ 1 I/4' MI m bJ "1 y E 41 iB MIN. EMBEDMENT INTO CONC. e CSEE ELEVATION AT SHEET AI e OR MAX. FASTENER SPACING) Ip o W N uaniul� e W Zo 12 i > 1 1/4' MIN. o o Z W -- B MBEOMONT C ai 1 1/8' MIN. e EDGE DISTANCE Z p I C o 1 1 Z Q U n EXTERIORO EXTERIOR GRADE - PERIMETER CAULKING -WINDOW FRAME WIBn1 WINDOW INSTALLATION NOTFS- . 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) ' 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE - ANCHORS TO BE R12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCUNS or APPROVED CONC, FASTENERS INTO CONE., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. CREFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) RODUCfREVISED �+ fhe R.I& w06`*yI%whh IdII� COdE ` `m , (G_i Doris.00 1 q 4 a r 0 P(odrtct' 8 24 11 23 •SILICONE OPTIONS', _ - DOW CORNING 899 SCHNEE-MORDIEAD 5731 TREMCD SPECTRUM 2 0.600, GLAZING DEPTH LAMINATED GLASS COMPOSITION - TYPE 2 DEY GLlSS 065CAIPIION 1 nBTAli. IAl1IN- vPSCRD'[ION { 2 1/8- ANNEALED GLASS DD90' PLASTIC INTERIAYER .Plf- -_ _ _ _ _. _ - -- -- SAFLEX PVB by EAstnon [Me.JceU c 3 V8' ANNEALED GLASS w.P LAMINATED GLASS COMPOSITION - TYPE 3 EDZW GIA69 DPSCBIPTI IN i —- Lll�(ATR pl9CRIPRON I !/e' ANNEALED GLASS TRY AS by 2 OD9D' PLASTIC INTERIAYER "DSTALL _- Kurnroy AneHCA, irrc. 3 1/8'---- LAMINATED GLASS COMPOSITION - TYPE 4 RER 1 G(ISS DPSCMMON DETA6 �UA- DESCIDPON I/B' ANNEALED GLA8090' PLASTICy Anerke. Inc. 3 ITAM GLASS 1 J LAMINATED GLASS COMPOSITION - TYPE-5 RBY GLASS Oi9CRIPTIDN fAMINATE DESCRB'TIDN 1 2 I/e• HEAT-STRENGHTENE➢ GLASS 0.090• PLASTIC DVTERLAYER - _ rllDETAIL -- 1 4HP BUTACITE TNB by X_.Y A+e " In¢ 3 1/8' IEAT-STRENGHTENED GLASS *60Dv'j_ ONE OPTIONS- N CORNING 899 NNEE-MOfSHEAO S]Il24ENCO SPECTRUM 2 GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE B Tf91 GL,95 DESCRIPTION I I D— LI@UT8 DESMPODN 1 1/8' MEAT-STRENCHTENED CLASS _ __1 2 0090• PLASTIC DITERL4YERI .=.-Q 3 !/B' TEAT-ETRENAIrENED GLASS BIITRCITE PVB by 4 1/4' INSUBUT LATED AIR SPACE I I T - - CITE MNiee, Inc 5 I e ANNEALED GLASS INSULATED LAMINATED GLASS COMPOSITION TYPE 7 RBY GL DESCRIPTION DETAIL IANINATE DN 1 1/8• ANNEALED FUSS 2 Ov9O' PLASTIC INTERLATER ' - - - O- -yT• SAFLEX PVB by 3 1/ AIMEALED GLASS = _ = uTR� EasNan CwnkeU m 4 I/4' INSULATED AIR SPACE S 1/8• ANNEALED CLASS GLAZING DETAILS AND OPTIONS R14 S.M.S. V/ 11/4' MIN. EMBEDMENT INTO VWO. (SEE ELEVATION AT SHEET RI 26 FOR MAX. FASTENER SPACING) ' MAL INTERIOR 6 6 S ty SPACE INTERIOR FINISH NOT BY LAVSON 3NDUSTRIES, INC. --EXT. GRADE BACK BEDBING 25 21 TO BE APPLIED BEHIND WINDOW FRAME FLANGE BY 2X 2X INSTALLER (TYPJ S VEATHERNMOF LOCK (LATCH AND SWEEP) OPTIONS MOISTURE BARRIE BY OTHERS (TYP. L 1 4 MIN. -- - - 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE NB DKENr _ LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. ^ EXTERIOR !.,!!!. !`!..!!!!!!!!" .. :n.; 3. TWO (2) LOCKS ARE _REOUIRED-PER-RACM -VF.N'� TQ BE APP-LED BT OTHERS C 1 JAMB STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING ' TO BE SPECIFIED BY ARCHITECT OR CC. (EXTERIOR FINISH BY OTHERS) ' NOT BY LAVSON IMgISTNIES, INC WOOD FRAME INSTALLATION D TAIL ALUMINUM MULLION SEE MUWON APPROVALS FOR M 12 X 3/4' S.DS. MULLION TYPE, SIZE AND MAX. FLAT HEAD, PHILLI DESIGN PRESSURE LIMITATIONS. EE ELEVATION AN] (ALUM, 0.078" MIN. DUCK) NOTE: THE LOWER PRESSURES OF SINGLE kANDFASTENER SPAC HUNG WINDOW OR MULL SHALL GOVERN INTERIOR EXTERIOR / EXTERIOR GRADE PERIMETER CAULKING FRAME MULLING DETAIL —SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. INTERIOR NOTE: THE LOWER HUNG WINDOW OR MULL SSHALL GOVERN URES OF LE �l/4' MAX. . SHIM `S 125.0.5. X 1 SPACING SEE ELEV. FOR SPACING NOTE: 1. ALL STEEL IN CONTACT WITH - - - - - - - - ALUM. TO BE PAINTED OR PLATED. - 2. METAL STRUCTURES: A) STEEL Fy 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048-) PERIMETER wIN00W FRAME 8) ALUMINUM 6063-TS MIN. SEALANT EXTERIOR (ALUM. 0.078" MIN. THICK) E1 METAL STRUCTURE ATTACHMENT DETAIL PRODUCTRSVLSED a m Butler Mi(rlb.PivTaB A omroDOb�! - 11121 iW mRZi O Miami I)rodlet ('" a a Q A W p1 A W m _ A A W m Ja. A W 0 O O A w m A W m A A W m• A A W 0, N V N V m N V CO N V O Vt N N <T N N GI N N Cn N N N N N N N N •I w m Cn Vt (71 fT (J1 Y Z fq N N Vj N N N N N x- 2 C7 2 0 V V V V V m O r V V V J m N m m m N x o 0 o m m o o m C m V V V :p'??:+"'rnrnmm mO is- m m m m N N N N N W W W W W W O O u) (D O n W mmm NN NN www W ww 1ommlomm wolmmol C>G) 0 O 0 m m 1 O N N N N N N N N N N x O 1 7 C > [� m m Oa m G c qp W W li m m W 9 p 0 or N N m m mm 07 mmm m m m mCA m m m mm mmm N �� N W m W W m mW m W m mW m m m m m m m m m m m mW m fD O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O A 41 ( W O O O O O O O O O O O O O O O O O O O O O O O O O p A 0000 0 C3 0 0 0 O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 .000.0 " L m mm C + i 0 a V m m m m m m m 00m m m m m 00W m Co co m N/� (/I O J W m m m W m'W m W m m W m m W m W m m W o W W W o m (n (D O O O O O O O O O O O O O O O O O O O O N <R [Cq tO o o O O O O O O o o O o 0 0 0 0 0 0 0 0 0 0 o q y G) .L mmm mmmmm mm mmmmpo mm mma ymy m JmmW mmmmmmWmmmmmmm".maummmm w O O op O 0 0 0 0 0 O Q O 0 0 O Q O p1 N �{ tDO O O 0000 O O O O O O O O O O O O O O O O O O W y O O O 0 0 0 0 0 0 0 0 0 0 0 0 9 � O) � m zo I � a a b \\Ld \\ [:D D� Ci \\ E/- 3 O � ti I 6 y % O 0MAS J. SOT06 00 N •,wl -L W W N V m N�1� 'm NWLP-� NU----T�i.3N N N N N N N 2 z Op WJmNND.W.1d O P) WJ Nm Nm Nm Nm xO <OG6 N N Co m W m• m I A A 3# 0 cr pp y J m 10 0 m m 0 o J m A o m m 0 0 m m 0 0 m m 0 0 m m 0 0 m 0 o a p p p p o p p p I p p p p o p p p p o p m I8 2 N I 0 J m In g o g m m q F. o 0 J 0 0 m o p 0 0 m m o 0 0 o m Co 0 0 b o m O 0 0 0 m m o g 0 0 p p 0 0 m g p o q m m o 0 o 0 mmW 0 o 0 0 m q ;o 0 o W 0 o a o p p 0 0 m W o 0 0 0 W W 0 0 o q m m 0 0 o q m m o g o 0 m m q o 0 d W n C1 II 0-1 3 fii i O O O O i O O O 0 p O p� p� p p p p o O p O p p p p O p p A (e \ Q O 0 0 0 O O g 0 0 0 0 0 0 0 0 0 0 0 0 0 g O O O O O C CIO O O b o i i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p p 0 0 0 o i p O o 0 O p o O 0 0 b o O O 0 0 O O 0 0 O p 0 0 N f0 ,c1 pe vw ' 9 m l o ,mp 0 0 I , p 0 p 0 1 1 0 o 0 o Omq b o „ p p Comm p o mm 0 0 m m 0 0 m W 0 0 0 m o p p p$ m o m m 0 0 m m 0 0 m o W 0 0 0 0 0 0 0 0 0 o b b o 0 0 0 o g o 0 0 0 A I —lb-- 0 V m 50 0 0 m o 0 m m 0 o 0 0 m m g o 0 W m 0 o 8.8 m p� Co m o 0 m m o m m m o q m m o o m p o W o p m p o 0 m g 0 O O O O Co 0 0 0 0 0 0 0 0 0 o g o 0 0 0 0 0 0 0 0 0 0 o q o o d o � 0 0 0 0 0 o q 0 0 m A Rwised la r 2010 FEC �� ® ]A T ENV// 8501 N.W. 90 ST. c— B. Revised to Com ./ 2014 F9c ® 1 MEDLEY, FLORIDA 33166 IN7? ST ES, INC. PH No. (305) 695-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS C. Com lionee r F9C Slh Edilien 2014 oN ASTM E1300-09 N. ERAZO ft05 27-09 SERIES-7700 SINGLE HUNG FLANGE FRAME IMPACT WINDOM a., N. Erezo �MOe%i%L9 DESIGN PRESSURE CHARTS, &I CONFIGURATION OPTIONS Lrv.L• 0 Sm41 Pieduel R.fmn� RvnCm' pvggry MmVn ,. L7700-0901 "��` 4 OF s R"dilon • I FRAME HEAD L-7701 O 5D0 A62 BN zbsl-� ( eoer-Ts Alwu+uu ) FRAME SILL L-7702 O( 6oe3-m Ato M- ) FIXED MEETING RAIL L-7704 FRAME JAMB L-7703 ( 6063-m AWYINMM ) O VENT INTERLOCK RAIL VENT BOTTOM RAIL L-7705 L-7706 VENT JAMB RAIL O ( ew3-m Awwmn ) O ( eoa3-m AtwlNuy ) L-7707 6 O ( 6oe3-7e AwMUmM 1 t3-11 2 2noo zabz �t. A62 1*161 VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7539 L-7708 L-7711 L-4204 © O 16 17 —.062 (GMnUMNUM ) I eow-m ALVWN ) I eo63-m A. —I .0s0 39 .0so e0e 1.613 .391 1� I--- f 6oe3-m Awwnm ) I O f FRAME TOP CORNER 9 1 I I Icy ERAME JAMB r1 IN FRAME BOTTOM CORNER � O�- � 3 ` -�, VENT TOP CORNER VENT JAMB RAIL VENT TOP RML t O309 BOTTOM RAIL VENT BOTTOM CORNER FRAME & SASH CORNER DETAILS BILL OF MATERIALS ITEM 0 PART #1 REQD. DESCRIPTION REMARKS 1 L-7801 I FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 I FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 I VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-TG ALUMINUM 7 L-7707 2 VENT JAMB CSIDE) RAIL 6063-T6 ALUMINUM 8 L-7700 IAS REO'D. GLAZING BEAD C 3/8' ) 6063-T5 ALUMINUM 9 FS-006 AS REQ'0. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIP 10 FS-040 AS REOD. INSTALLATION SCREWS R14 X 1 1/4' F.H./PHIL. 11 L-7531 AS REO'D. BULB VINYL WTS'P 1/4' DIA. BULB 113033 12 PWS-003 AS REQD. FIN SEAL WEATHERSTRIP _187fx.230' --13—PWS-005-AS-REO'0. FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REO'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQD. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM IB L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 - L-7725 2 IRIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 IBLOCK 6 TACKLE BALANCE BSI Balance Syst—s 21 L-7539 2 IVENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 r AS REO'D. GLAZING SILICONE SEE GLAZING 2 SHT. 3 24 r 2 Laminated Glass SEE GLAZING DETAILS 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 ■ 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 I SCREEN FRAME 4 MESH 29 L-7730 1 PRODUCT LABEL 30 r ■ ■ ■ 31 SM-5504 AS REO'D. JOINT SEALANT SM-5504 32 ■ AS REGID.1 PERIMETER ACRYLIC CAULK DSI POLYSEAMSEAL FRODUCTREVISED "rnmplyln6 with 0- Rodda A— Ut"No l6- oo3,p Ev—tiaa Da06 I 8y Mlma PcoRecl � s o F 3 w E z Z M no M IAM I-DADE Q .DEPARTMENT OF REGULA BOARD AND CODE ADMINI NOTICE OF ACCE Lude cowty MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 1RY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 RATION DIVISION T (786) 315-2590 F (786) 315-2599 TANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to b i 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, gar 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 Velo�ity Hurricane Zone.- DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E ., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number a'nd expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATIN lbear G: Large and Small Missile Impact Resistant LABELING: Each unit shall 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 IIIwill occur after the expiration date or if there has been a revision or change in the materials, use, and/ or maZacture 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 thi NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The N9.A 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 y irits entirety. INSPECTION: A copy of this entire NOA shall .be provided to the user by the manufacturer or its for inspection at the job site at the request of the Building Official. distributors and shall be available) This NOA revises and renews NOA No.17-1212.24 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 Manuel Perez, P.E. MIAMI•DADE COUNTY NOA No. 18-0529.03 A Expiration Date: May 30, 2023 Approval Date: June 14, 2018 l Page 1 RAN BALL E. STOFFT ARCHITECTS; Pi, W003379 AR90011105 U'APPROVED ® REVISE & RESUBMIT [] APPROVED A'jCORRECTED ® REJECTED This review is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the regrgre- ments of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Con- tractor is responsible for: Dimensions to be confirmed and correlated at the job site; Information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and prorfdures of construc- tion: coordination of the woric of all other trades: and for performing all work in a safe and satisfactory manner. 04TE BY. �Q2 M IAM 1-DADE DEPARTMENT OF REGUIX BOARD AND CODE ADMINII NOTICE OF ACCE Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued In materials. The documentation Product Control Section to be Having Jurisdiction (AHJ). This NOA shall not be valid of Section (In Miami -Dade Count to have this product or mater perform in the accepted mannf immediately revoke, modify, o: reserves the right to revoke tt Section that this product or mats This product is approved as dE Code, including the High Veloc DESCRIPTION: Clipped Ex APPROVAL DOCUMENT: through 10 of 10, dated 04/27/1 sealed by Thomas J. Sotos, P.E. Notice of Acceptance number a MISSILE IMPACT RATim X AND ECONOMIC RESOURCES (RER) ATION DIVISION ANCE (NOA) MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy der the applicable rules and regulations governing the use of construction submitted has been reviewed and accepted by Miami -Dade County RER - used in Miami Dade County and other areas where allowed by the Authority LABELING: Each unit shall series, and following statement: herein. r the expiration date stated below. The Miami -Dade County Product Control ) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right I tested for quality assurance purposes. If this product or material fails to , the manufacturer will incur the expense of such testing and the AHJ may suspend the use of such product or material within their jurisdiction. RER s acceptance, if it is determined by Miami -Dade County Product Control rial fails to meet the requirements of the applicable building code. cribed herein, and has been designed to comply with the Florida Building ty Hurricane Zone: -nded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. hawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" sheets 1 , with revision E dated 05/14/18, prepared by manufacturer, signed and bearing the Miami -Dade County Product Control Revision stamp with the d expiration date by the Miami -Dade County Product Control Section. Large and Small Missile Impact Resistant )ear a permanent label with the manufacturer's name or logo, 'city, state, "Miami -Dade County Product Control Approved", unless otherwise noted RENEWAL of this NOA shall i no change in the applicable buildi: TERMINATION of this NOA V11 in the materials, use, and/ or man, of any product, for sales, advertis to comply with any section of this ADVERTISEMENT: The NO, followed by the expiration date r displayed, then it shall be done in INSPECTION: A copy of this distributors and shall be available This NOA revises and renews N( E-2, E-3 and E-4, as well as appro The submitted documentation was MIAMFDADE CO L L considered after a.renewal application has been filed and there has been code negatively affecting the performance of this product. 1 occur after the expiration date or if there has been a revision or change acture of the product or process. Misuse of this NOA as an endorsement g or any other purposes shall automatically terminate this NOA. Failure 'OA shall be cause for termination and removal of NOA. number preceded by the words Miami -Dade County, Florida, and y be displayed in advertising literature. If any portion of the NOA is entirety. ntire NOA shall be provided to the user by the manufacturer or its r inspection at the job site at the request of the Building Official. k No.17-1212.24 and consists of this page 1 and evidence pages E-1, ,I document mentioned above. ;viewed by Manuel Perez, P.E. NOA No.18-0529.03 Of)y Expiration Date: May 30, 2023 Approval Date: June 14, 2018 Page 1 Lawson Industries. Inc. 1. EVIDENCE SUB ,I TED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision D dated 11/21/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM Ei signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted un4 er NOA No. 02-0501.05) 2. Test report on:11) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with 64 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by (Rafael E. Droz-Sella, P.E. (Submitted under NOA No. 02-0501.05) 3. Test reports on: I1) 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 120" span aluminum tube mullion with C4Ix 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-001. 05) 4. Test reports on: ll) 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 byl Hurricane Engineering & Testing, Inc., Test Report No. BRETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted underlNOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading 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 Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) I I Manuel Perez, Product Control Exaloine4. NOA No.18-0 Expiration Date: May 30, 2023 Approval Date: June 14, 2018 I Lawson Industries. Inc. B. TESTS (coNTEWED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/916, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-121Z09) 7. Test report one: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with masked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted unlderNOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.07) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter 8f conformance, complying with the FBC 6th Edition (2017), and of no financial interel st, dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted underNOA No. 02-0501.05) 3. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 02-0501.05) I i Manuel P P.E. Product Control xa iner NOA No. 1 29.03 Expiration Date: May 30, 2023 E-2 Approval Date: June 14, 2018 Lawson Industries, Inc. F. STATEMENTS (4 4. Laboratory FTL-3622, 11/27/02, is Joseph C. C (Submitted 5. Letter from verification G. OTHERS 1. Notice of Clipped E L.M.I.", a 2. One year 2. NEW EVIDENCE A. DRAWINGS 1. Drawing No. of 10, dated ( signed and se B. TESTS 1. Test report on: 1) along with marke 2" x 4"tube multi Testing, Inc., Tes Rafael E. Droz-S, 2. Test reports on: 1 )liance letter for Test Reports No.: FTL-3619, FTL-3620, FTL-3621, -3623, FTL-3624, FTL-3625, FTL-3626, FTL-3627, all dated by Fenestration Testing Laboratory, Inc., and signed and sealed by P.E. rr NOA No. 03-0128.06) Aacturer requesting a 1-year extension to allow time to perform dated 04/07/17, signed by Nelson Erazo. nce No. 17-0222.13 issued to Lawson Industries, Inc. for their Aluminum Tube Mullion w/ and w/o Steel Reinforcement — on 04/13/17 and expiring on 05/30/18. , subjected to successful verification test. W-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 7/10, with revision E dated 05/14/18, prepared by manufacturer, l by Thomas J. Sotos, P.E. ` along with marke( 2" x 4"tube mulli( Testing, Inc., Test Rafael E. Droz-Se Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 1-up drawings and installation diagram of 108-1/2" span aluminum )n with no reinforcement, prepared by Hurricane Engineering & Report No. HETI-18-6036, dated 05/04/18, signed and sealed by da, P.E. Large Missile Impact Test per FBC, TAS 201-94. Cyclic Wind Pressure Loading per FBC, TAS 203-94 [-up drawings and installation diagram of 108-1/2" span aluminum ins with no reinforcement, prepared by Hurricane Engineering & Report No. BETI-18-6037, dated 05/04/18, signed and sealed by da, P.E. E-3 Manuel Per Product Control E mine NOA No. 18- 9 Expiration Date: May 30, 2023 Approval Date: June 14, 2018 Lawson Industries, Inc. B. TESTS (coNrnvuEDj 3. Test report o�: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" horizontal span and 74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6038, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 120" horizontal span and 74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel reinforcement,) prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017)1 prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos. P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 02/01/18 and expiring on 05/30/18. W&9 9-2'60�& Manuel e9,2023 Product Control Er NOA No. 18 Expiration Date: May Approval Date: June 14, 2018 E-4 ANCHOR/CLIP GLAZING PRODUCT 7ANCHOR/CLIP F-HORIZONTAL MULLION NI VERTICAL 01 VERTICAL MULLION I MULLION GLAZING 11 GLAZING GLAZING PRODUCT I PRODUCT PRODUCT f. . w1 wz II w3 MULLION SPAN WIDTH (W) = Wt 4- wz + w3 2 VERTICAL GLAZING 1�1GLAZING PRODUCT PRODUCT 11 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE r-HORIZONTAL MULLION ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. N 3 + a II L GLAZING PRODUCT 3 S o GLAZING PRODUCT ANCHOR/CLIP I HOR GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT Wi w2 W ____MULLION SPAN WIDTH (W) .= W1 + W2 WIDTH + w2 2 2 TYPICAL MULLION ARRANGEMENTS MULLION RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY 3 ' GENERAL NOTES: 3 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th E?lion & 2017-61h + N Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 3 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E.' WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. II 3. MULUONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. ... 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2 ___ _ 5. ANCHORS SHALL BE_AS_USTED•-SPACED-AS-SHCWN-ON ETAILS, DANCHORS _ C' _ —EMBEDMENT-TO BASE MATERUtL SHALL BE BEYOND WALL DRESSING OR STUCCO. —� 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. S. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE.- SECTION 2003.8.4. MULLION CLIP NOTES, 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 3 OF 10 FOR MAX. MULL'DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 3 6. 7, B. & 9 OF 10 FOR DETAILS AND NOTES. + N • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 3 II' 3 H 3 PRODUCT REVISED w cwplying wm the Florida QuOding Code .e - - .750 2.000 .125 2250 4.500 1X MULLION CLIP 6063-T6 NOTCH aPTIONAL I o NOTCH OPTIONAL .125 ION. 2.000 I ANGLE CLIP 1 2AaD--I 6063-T6 2X MULLION CLIP L 6063-T6 3 NOTCH 'L•-\ C>000 .062� 1.500 .062 125 r- 1.SW 4A00 115 1.732 3.OD0 3.062 3.000 .]1g za00 IfZTYPICAL . I I I I .188�I .102 { 1.000- .156y .102 4�-IA00+1 L062 1.188 Ih 1062 LI88 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 STMU E CUSTOM M IO CU5T0 U ION CUSTOM MULLIO CUSTOM MULLION. 6063-16 6063-T6 6063-T5 5063-T6 Ixx: 2.070 in° Ixx: 1.000 in Ixx: 0.950 in _Ixx,-0:370-in - 12.00D� Sxx: 1.035 in� Sxx: 0:667-ink Sxx: 0.633 ink Sxx: 0.370 in -I-- __ - - - (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) I STANDARD TUBULAR SHAPES h--z000--y I WALL v .125' ALL ALL I li AU.OY 6063-T6 j--I.D00+{ j TYPICAL GLAZING PRODUCT .124 I-I.000y .125 �BA00-�{ 4.000 1 6A00 � 3-1LU - [U -_000 3.000 4.000 4.000 L . L MULLIONS CONTAINING 1 X 4 1 X 3 TYPICAL GLAZING PRODUCT STD. TUB M ION STD. TUBE MUI ION S HORIZONTAL OR VERTICAL 2 X 6 Ixx: 6063-rs 2.070 int Ixx6063-T6 : 0.950 in� - LSEE WINDOW OR DOOR APPROVAL FOR STD. TUBE M� STD TUB MU ION Sxx: 1.035 irO Sxx: 0.633 Mi FASTENERS SIZES AND SPACING 6063-T6 6053-TB Ixx: 8.280 1114 Ixx: 2.980 in! Sxx: 2.760 in3 Sxx: 1.490 in� • CLIP LENGTH MULL I X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.6B8' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. ,STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOUIREMENtS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP' SPECIFY MAx1MUM SHIM SPACING. USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE STEP S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS STEP F ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. .125 2.000 .1563 �.D76 IL�� 1062 �I 1 X 2 CUSTOM MULLION 6063-T6 Sxx: 0.330 in� (FLANGE FRAME) 71 VI9® ram PISH6 with Ow Florida 1 X 2 STD. TUBE MULLION 6053-T6 Ixx: 0.330 in! Sxx: 0.330 in _RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES' 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. CC O li m tO y woe � o c Z y Z> C = 0 Z so i 0 m a z o d � i � z �m V I e- - `J T 011g111111" * L1 a,, ........... u. N, 1r� .� .Q Q' M N U z UI V NN t0 W <O N WW V A Gl OD yy i zo (J V b) Uf + N Oo O O Z. N N� W W N m W V L. tT yy g OI N w m N O m NN N N A w if N N m 10 OI m (� O W N W AA tl� A W O Cl tmO Z. V tl� UI ip + th A V s �`lj N N+ N N X - —(� —--------------- p W tJ N fD m N O O O N botj ,, pp rn OA aa ON NN pp�� m mm p 0 �fn bA O,�ml J N,O (p p W �'ANN �O+N W IJNNNN N+ m W A bin O N r O O 0b p m p+ 0 0 (AN Oo + ,tWnU-40 +O V W V 4,N ,tVO IJ + O V m N A W N U1 OO WN W N in W V 10 OOOOOGb V1 N N tT m W �{ V m m W+ m A 10 I N O NCVOWW m W O A V .{y NN NN N N N N O O N m tNp NN (Alt N (NA N N tNP NN fNJI N N UNi NN N N NN NN X W W V O O 00 V' O V f J N A 0 0 0 0 0 .UNi 0 0 0 G O 0 0 ,VNI 0 0 N N 0 0 A C C ,[N1t U U VNt � O Q N Oi N N U P tNll tWD N N iT N N N N N IJ N N N N N N� _ N_N_N_ N N N N_ EM Z N O O O O C Ol + ++ m 0 0 ,uNI 0 0 C O ,ONo m t)t g 0 0 0 0 G G G O G O C O G C O O. 0 0 0 0 X A N .tN/I O O ONi ,VNt O O ,fNJ1 ,VNi O O N (Nn O O .UN1 ,fN)I O O N N O O ,/Nif N O O ,fNlt ,(Nli O O N tNli O C N fNli O p N (Nit 0 ,uNi N N N ,UNI N fNII NfNit N N N tNit ,fNll ,(Nii N N 6 X X O 0 0 0 0 0 0 0 0 0 0 G 0 0 0 0 0 ,(N11 0 0 ,tNit ,fNn 00 ,tNit 0 2X MULLION CLIP 6063-T6 NOTCH 'L'� 6.000 OPTIONAL --a ___ ---7A .750 2,p� .I25 2.250 4-5ao 1X MULUON CLIP 6063-TG NOTCH OPTIONAL a o NO. OPTIONAL a25 MIN. 2 000 ANGLE CLIP 1 2D00� 61363-% 2 X 6 ;TD. TUB MULLION '1L— .1zs 1.000 .062J .6BB 312 IA00 ts00 .125 r.0 .125 •6BB 4.000 L732 ats 3.000 3.000 3. 40003.625 "D0 2.688 '188 L.IO2 •156 �I 6062-I �1.000+1 t o6z 11- 1 T STD. X 3 lase 1 X 4 1 X 4 STD. TUBE MULLION 1 X 3 UBE M ION 1 X 3 6oTi3-rfi CUSTOM MULLION --� CUSTOM MULLION 6063-T6 6063-T6., CUSTOM MUI I ION 6063-TO 6D63-T6 Ixx: 4.709 in Ixx: 4.709 in' Izx: 2.168 in. —Ixx:-2.-218-in.4 — —_ - Sxx: 2.355 in! Sxx: 2.355_in3 —Sxa: 'C445 Q _Ixx: 2.16E in� -Sxx: 1-445 in.-3 Sxx: 1.479 ink —(FCIINGE FRAME) (FLANGE FRAME) (FIN FRAME) STANDARD TUBULAR SHAPES TYP.- .125" ALL Ir_I2s.OBODD_lALLOY - 6063-T6 'PICAL AZING PRODUCT .180LOGfj�-2.000— D I 1b25 6.000I0 i,lz s.M.s. —a.000--1 4.000 1- 3.625 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS G4xs.4 HORIZONTAL OR VERTICAL -1 SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 FASTENERS SIZES AND SPACING CLIP LENGTH MULL %L 1 X 2 1.688' 1 X 3 . • 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO Fl1 SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. STD. TUJBE MULLION ION STD. TUBE MULLION 6063-TG 6063-T6 Ixx, 19.648 inl Ixx: 7.649 in _ Sxx: 6.549 in� Sxx: 3.825 in� INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. �STEP 1 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL, STEP 4 SPECIFY MAXIMUM SHIM SPACING. T P 5 USG CHARTS ON SHEET 5 OF 10 SELECT MULLION 512E _ DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 6 TRRU 9 AND ANCHOR CHARTS STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECInED IN STEP 7 ABOVE PRODUCE REVISED ss c plying, With The Flmide Suildi gCads AcapTam 14l IS •Q0 E*4ati- BYDete 4D23 . RECTANGULAR -ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ON Y ACAN ARE RATED FOR LARGE MISSILE IMPACT m, SED WITH ALL LAWSON'S MIAMI—DADE D IMPACT AND NON —IMPACT PRODUCTS. s NOTES. 1. REFER TO THE GENERAL NOTES ON SHEET o�y 1 OF 10 FOR BUILDING CODE COMPLIANCE. $ 2. MULLIONS MAY BE ORIENTED VERTICALLY OR , F HORIZONTALLY. m' 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. 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OP toads copped pt 12gpsI MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS '� l;G ems, o R•. R ALUMINUM TUBE MULLIONS N. ERA20 �I a1,••r � �� O4 27 lD �l0, / � r Nrv4ed RY: RW RrWrt• `� N. ERAZO Os/14/16 REINFORCED TUBE MULLIONS DESIGN. PRESSURE CHARTS AND GENERAL NOTES DATE__>;.�:, l f Rr.4bn 4.•rc• E smm /'radwl w m.e.n..: LAW-ML-300t s of 1a C A � \\ r O Z Vl D o�l n y - ACCO oFi 5/15" TAPCONS YIN. WOOD PENETRATION CUP (I ON EACH YANG) WOOD 5/16' TAPCONS 1-1/2" MIN. WOOD PENETRATION - 1 PER AN — s/tfi' TAPCONS 1-3/4 MIN. EMBED INTP YASO ` ' �' 1/6° 2 PER CLIP (1 ON EACH WING) _ HOOD BUCK II II ALUM ANGLE u u ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD A�7T.711!9 ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD ° WOOD RUCK �1% FLOATING CUP 11 II I I 1 1 u u 1 1 I I ANCHORS TYPE 'C' (INTO BLOCK ANCHORS TYPE 'F' (INTO CONCRETE 2 ANCHORS THRU 1X BUCK Iv INTO CONCRETE OR BLOCK 1 1 1 FRODUCI•REVISED ----------- u WmPlyixgl with I11O Fb ida 1 I 1 I Building Code Achxytalwe E 6 IYse �? ALTERNATE ANCHOR LOCATION 2 X 2 X 1/6' ALUM ANGLE 5/16' TAPCONS MIN. EDGE DIST. 1-}/{' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) MIN. EDGE DIST. h •. 2-3 4 HOLLOW BLO K DR 5/16- TAPCONS 1-3/4• MIN. EMBED INTO MASONRY } 1 4` 1 PER ANGLE 2-3/ 4' OLLOW BL E OR CK 5/16" TAPCONS 1-S/4' MIN. EMBED IN0��VRN 4 PER CUP 5/16' TAPCONS , 1_} { MIN. EMBED INTO MASONRY o m 3 4' (2 ON/ 2 PER ANGLE m m m r7 F 0 AMIN. z O O 11 II II II Z W o O J Z C z' " n I I 11 CONCRETE OR II 11 I I 11 xx• I I 11 II 11 I I I j C vOi M+ x ti o • --------- 1 CONCRETE OR CEMENT OLD CK IL-�I ;. .� CEMENT BLOCK II 11 1'I 11 I I 11 2 X 2 % 1/B' ALUM ANGLE 1 -- -------- II 11 I L-iI CONCRETE OR CEMENT BLOCK II 11 I I I I 2 X 2 X IA 6 N I I I FLOATING CUP U U - I I 1 I IJ II.II ALUM ANGLE , W C I I 2 7 16 FLOATING CLIP W Z ia7* 1 I ; MIN. ; 1 I 1 1 V .. MULL —3-1-4-------------'------ _ a- U Eti m -F- E- a MIN. Zi e m' z i MULL ANCHORS TYPE 'C' (INTO BLOCKS ANCHORS TYPE 'D' ( INTO' BLOCK N �` ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'C' (INTO CONCRETE) i i a 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK I 1 - ----- -Ji 1 "%4" & 2"%4" MULL (n 'M s 1 I ALTERNATE MULL ANCHOR LOCATION �l Z G 'y MULL A t?E I 1 I1 1 11 I I _____________ ' I 1 11 FLOATING CUP I I 1 \ CONCRETE OR CEMENT BLOCK Ik II 11 - • 5/16' TAPCONS 1-}/4' MIN. EMBED INTO MASONRY 1 _ I• - n 1 , .• 1 .• m z Z W 2 PER CUP (1 ON EACH WING) E E SS d12 SMS TAPCDNS 1-3/4' YIN. EMBED INTO LKSONRY a� 1 a I I I 1 I h„ 2 PER ANCLE 4 PER CUP (2 ON EACH WING) ti o - 1 I 1 11 11 II II x � i i i a � r, .,,,.......?tip .y mom• 1; •' ys"S�� I I I1� �L ii ii ALL CLIPS AND ANGLES TO FIT SNUG Fj�p� n O OO ' INTO TAPCONS TUBE MULLIONS. MAY BE HEX OR FLAT HEAD. y + C t O. O • a • . • I . NOOUCT'REVISFD as complying with Illo Florida a�� • v, z CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Duild'mg Code WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR AcaPlmce No% E"omi� �•1 I _ TAPCDNS INTO WATER -WHITE METHACRYI.ATE LACQUER. '1-}/4' MIN. EMBED MASONRY - I PFR ANrlc E. i.atioo iTffic BY 0 1, G7 f 5/16' TAPCONS 1-3/4- MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) CLIP LENGTH MULL "L" 2 X 4 1 3.68B' 2 X 61 5.688' MIN. EDGE DIST. 2-3/16" CONCRETE OR 4 HOLLOW BLO K 3-3/4' 5/16' TAPCONS y ' MIN. 1-J/4' MIN. EMBED INTO MASONRY O 4 PER CUP (2 ON EACH WING) 0 Q Go Ia Io m y O . J Z rr O � O w O 1 W m 3 In z J rn z y z' Q W = \ z a O O MULL 5/16' TAPCONS WOOD BUCK = a a E6+ O 1-3/4' MIN. EMBED INTO MASONRY 2x6 MULL 2R W J 4 PER CUP (2 ON EACH WING) 1 5/i6' TMIN. E , O .$ 1-J/4' MIN. EMBED INTOWING) MASONRY 1 1 3 ¢" ; 4 PER CUP (2 ON EACH WPIG) p 6 MIN. ------------------------------ 1 3/4' e ----------- U � Fg z 2 C, v O 2x6 MULL rd G=----------- Z �2: CLIP LENGTH MULL I %L 2 X 4 3.688' 2 X 6 5.688- MIN. EDGE DIST. 2-3/.16" CONCRETE OR 3/4- 2x6 MULL (n rc a 2X6 MULL _ �p,�F�� a ` 1w a C L) z � �----------- • . - - 2 away 3-3/4..j ' MIN. ,• u "��' 3 0 4 O O d ANCHORS TYPE 'E' (INTO BLOCKS 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ANCHORS TYPE 'H' INTO CONCRETE r g $ ANCHORS TYPE 'E' (INTO BLOC TAPCONS MAY BE HEX OR FLAT HEAD. wooD BUCK 4 ANCHORS THRU 1X BUCK r o ANCHORS TYPE H' (INTO CONCRETES CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK m s s m ANCHORS INTO CONCRETE or BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2'X6' MULL SHOWN m 2'X6' MULL SHOWN WATER -WHITE METHACRYLATE LACQUER. -" cm co S z z au 8 o a m PRODUCE REVISED w cmmplying with We I Building Code A..p. - T, MIN. EDGE GIST. 2-3/16" CONCRETE OR 2 -7/16" 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 TOTAL (2 ON EACH WING)- 1AINI mil mm n43.6..' ' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT 2 X 2 X 1/4' SNUG INTO TUBE MULLIONS. ALuM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. _ _ - -- - - - -- -- - - - --- -- ' -MIN.. EDGE DIST. --- -_- --- 2-3/16' CONCRETE OR or 2A6 LOCATION OF SCREWS CONNECTING ANGLES TD TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/16" TAPCONS 1-3/4' MIN. EMBED INTO MASONRY /1 2 PER ANGLE 4 PER 2 X 2 X 1/8' ALUM ANGLE OPTIONAL ANCHOR DETAIL ,ANCHORS INTO CONCRETE OR CEMENT BLOCK - /t4 S.U.S.s.u.s. ' � z 2 2/ CHANNEL TUBE MULLION V e 112 F.H. S.M.S. � d 2/ SIDE W E+ CHANNEL 1/8' THICK ALUMNNEL I LENGTHTO FR SNUG I t>: �µy1 Ci INTO MULLION . TUBE MULLION L V 0 TUBES BE NOTCHED 1 �h AS WN OF CgU1PANQE�OW INSTALLATION CAULK JOINT AFTER ASSEMBLY n :2:z L) /14 EH SMS ACCESS HOLE 2 PER CLIP M 1-1/2' O.C. MIN. I I I j 1 THIS SCREW CAN BE I 1 INSTALLED W EITHER I 1 /12 FH SMS I DIRECTION qIp 1 I 2 PER CUP I W 1 I 1" O.C. MIN. 1 1 1 I i I 1-3/4' X 2' X 1/8" (FOR 20Y TUBE) 3/4' X 2' X 1/8' FOR (IBY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PRODUCT REVISED ALL CLIPS AND ANGLES TO FIT SNUG Ia CO'"anAS with tin Fes° INTO TUBE MULLIONS. B.Bd'olg Coda AccePfzns No lb TAPCONS MAY BE HEX OR FLAT HEAD. Fxpirotioa Dames L., . F �=I �I 3I �I old ��zlf � 0, 4{'}� DEPARTMENT OF REGULATORY AN BOARD AND CODE ADMINISTRATIO NOTICE OF ACCEPTAN Lawson Industries, Inc. 8501 NW 901 Street Medley, FL 33166 SCOPE: This NOA is being issued under materials. The documentation sub. Product Control Section to be uses Having Jurisdiction (AHJ). This NOA shall not be valid after t Section (In Miami Dade County) a to have this product or material tesu in the accepted manner, the manufa revoke, modify, or suspend the use c to revoke this acceptance, if it is de or material fails to meet the requirer This product is approved as describ( including the High Velocity Hurrica DESCRIPTION: Series "4200162 APPROVAL DOCUMENT: Dra Frame Impact Fixed Window", shf prepared by manufacturer, signed Product Control Section Revision Miami -Dade County Product Contrr NdISSLLE IMPACT IZATTNG: L Limitations: I. See Design Pressure (DP) VS 1 2. See glass types in. sheet 3. The require tempered glass, if used 3. When an approved impact resi entire assembly. L"ELING: Each unit shall bear and following statement: "Miami-D RENEWAL of this NOA shall be i change in the applicable building co, SCANNED ECONOMIC liLU b��1� tl DIVISION &'� MIA UI-DADS COUNTY, FLORIDA PRODUCT CONTROL, SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 3 I5-2599 www.miamidade.gov/eciynomy ie applicable rules and regulations governing the use of construction fitted has been reviewed and accepted by Miami -Dade County RER- in Miami -Dade County and other areas where allowed by the Authority expiration date stated below. The Miami -Dade County Product Control U or the AHJ (in areas other than Miami -Dade County) reserve the right for quality assurance purposes. If this product or material fails to perform firer will incur the expense of such testing and the AHJ may immediately such product or material within their jurisdiction. RER reserves the right mined by Nliami--Dade County Product Control Section that this product nts of the applicable building code. herein, and has been designed to comply with the Florida Building Code, Zone. Flange -Frame" Alumb um Fixed xed Window - L.M.I. ing No. 1,4200-6200-101 Rev C, titled "Series 11200-6200 Flange- s 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017, d sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County mp with the Notice of Acceptance number and Expiration date by the Section. and Small Missile Impact Resistant ndow sizes and glass types in sheet 4. Monolithic .lite in insulated laminated glass is oriented at. exterior side and 30 ft above the grade. ant mullion attached to combine window units, lower DP will apply to permanent label with the manufacturer's name or logo, city, state, series, le County Product Control Approved", unless otherwise noted herein. ,nsidered after a renewal.application has been fled.and there has been no negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA -as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection fiat the job site at the request of the Building Official. This NOA revises NOA ero. 17-0531.05 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 Ishaq L Chanda,P. E: 00 NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 Page I RANDALL Ea STOFFT ARMITECTS, PJL AA#003379 Aft'J0911105 ZAPPROVED REVISE $ RESUBMIT ® APPROVEDA-vCORRECTED ® REJECTED This review is only for gang I confo.*mance edith the design concept of the protect and gonerrl compliance with the inforrnsrion given in the contract doeUmsnts. Ce-B; ions or comilments made on tra shop drat4fings during This revie.v do not relleva the cut octor from compliance %vith the regLft- MMIS of the plans and spacifications. Approval of a specific item shall not include approvEl of an assambly of which the item is a component Con- tractor is responsible for Dimensions to be confirmed and correlated at the job sleet info-maiion that pertains solely to the fabrication processes or to the means, matimds, techniques, sequences and procedures of construc- tion: coordination of the work of all other trades: and for performing all worts in a We �and s�atisfac�toryy manner. DAi1= l ' "", v sY: i MIAMI•DADE I I DEPARTMENT OF REGULATORY f BOARD AND CODE ADMINISTRAT NOTICE OF ACCEPT Lawson Industries, Inc. 8501 NW 90' Street Medley, FL 33166 SCOPE: This NOA is being issued unde materials. The documentation su Product Control Section to be u: Having Jurisdiction (AHJ). This NOA shall not be valid after Section (In Miami Dade County) to have this product or material te: in the accepted manner, the manu: revoke, modify, or suspend the us( to revoke this acceptance, if it is c or material fails to meet the require This product is approved as descri including the High Velocity Huni( (DESCRIPTION. Series "4200/ 1 D ECONOMIC RESOURCES MR) N DIVISION CE (NOA) NIIAMI--DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 3I5-2599 W%,W.miamid ade.sov/economv the applicable rules and regulations governing the use of construction nitted has been reviewed and accepted by Miami —Dade County RER— 1 in Miami —Dade County and other areas where allowed by the Authority the expiration date stated below. The Miami Dade County Product Control and/ or the AHJ (in areas other than Miami —Dade County) reserve the right ted for quality assurance purposes. If this product or material fails to perform acturer will incur the expense of such testing and the AHJ may immediately of such product or material within their jurisdiction. RER reserves the right -termined by Miami —Dade County Product Control Section that this product ments of the applicable building code. )ed herein, and has been designed to comply with the Florida Building Code, lane Zone. Flange —Frame" Aluminum Fixed Window — L3LL APPROVAL DOCUMENT: Drawing No. L4200-6200-1201 Rev C, titled ""Series- 42004200 Flange — Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Revision Istamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: harge and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) VS Window sizes and glass types in sheet 4. 2. See glass types in sheet 3. The monolithic lite in insulated laminated glass is oriented at exterior side and require tempered glass, if used fat 3 0 ft above the grade. 3. When an approved impact resistant mullion attached to combine window units, lower DP will apply to entire assembly. 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 renewalapplication has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 174531.05 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 Ishaq L Chanda, P. E. NOA No. 17 1212.13 M(AlNI•�ADE COUNTY ]Expiration Date: August 22, 2022 • • , ' p Approval Date: February 0I, 2018 C PaQe 1 � b �00 l,Z i Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13 IITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under] NOA No.12-0307.06) 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "B" dated 05/12/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked'- drawings and installation diagram of an arch- and a rectangular fin - frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-.2010 and RETI-11 3363, both dated 03/05/12, signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA No.12-0307.06) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of a rectangular-, a circular arch - and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI49 2614, dated 09/04/09, IIETI-09 2b12, dated 09/02/09, HETI42586, dated 07110/09, E ETI-09 2584, dated. 07/10/09, HETI-09- 2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font, P.1 E. (Submitted under 1 �1OA No. 12-0307.06) 3. Test reports on: 1) Uniform Static Air. Pressure Test, Loading per FBC, TAS 202-94 along with marked + up drawings and installation diagram of a rectangular fin - frame fixed windo7, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s BEfTI-09-2613, dated 09/04/09, HETI-09 2611, dated -09/04/09, HETI-09 2585, dated 07/10/09, RETI-09 2581, dated 07/10/09 and HE'TI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under NOANo. .12-0307.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -�up drawings and installation diagram of a rectangular fm- frame fixed window, prepared by Hurricane Engineering & Testing, Inc.,. Test Reports No.'s BETI43-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 0V30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA No. 03-0327.11) I Fshaq 1. Chanda, P. E. Product Control Examiner NOA No.17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. B. TESTS (coNTEwED) 1 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of a rectangular—, a circular arch — and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HE1I43-1777, dated 01/30/03, BETI-03-1774A and dated 01/30/03, HETI43-1774]B, dated 01/30/03, all signed and sealed by Rafael Droz— Seda, P. E. (Submitted under NOA No. 03-0327.11) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with markedup drawings. and installation diagram of a circular arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 02-1215, dated 04�08/02 .and BETI-01-1193, dated 04/08/02, both signed and sealed by Hector Medina, P. IE. (Submitted under NOA No. 02-0701.01) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a rectangular—, a circular arch — and an elliptical larch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI42-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HE i—01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted under N, OA No. 02-0701.01) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under 1YOA No. 12-030706) 2. Glazing complies with A.STM E130044/ 09 D. QUALITY ASSURANCEI 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P. E. Product Contra] Examiner NOA No.17-121213 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. E. MATERIAL CERTIFI4 1. Notice of Accepta "Trosifol® Ultra 07/08/19. 2. Notice of Accepta "SentryGlas® (C 3. Notice of Accepta their "Saflez CP - dated 06/19/14, e�. F. STATEMENTS 1. Statement letter of manufacturer, datA 2. Statement letter c and sealed by Tho (Submitted under 3. Laboratory comp. B ETI-092612, c 07/10/09, HETI 2613, dated 09/d 07/10%09, HETI-1 by Hurricane Engi (Submitted under 4. Laboratory comp] HETI 11-3363, c 01/30/03, EETI-i 1774A, dated 01 Engineering & Te; (Submitted under EVIDENCE .TIONS e No.16-1117.01 issued to Kuraray America., Inc. for their ar, Clear, and Color PVB Interlayers" dated 01/19/17, expiring on ce No. 14-0916.11 issued to Kuraray America., Inc. for their mr and White) Interlayer" dated 06/25/15, expiring on 07/04/18. ce No. 14-0423.15 issued to Eastman Chemical Company (MA) for Saflex and Saflex HP Composite Glass Interlayers with PET Core" )irin-a on 12/11/18. :onformance to and complying with FBC 5cb Edition (2014), issued by 05/23/17, signed and sealed by Thomas J. Sotos, P. E. no financial interest, issued by manufacturer, dated 03/02/12, signed .as J. Sotos, P. E. TOA No. I2-0307.06) ince letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, ted 09/02/09, HETI-09-2586, dated 07/10/09, E ETI-.09 2584, dated 1-2582, dated 07/10/09, FIETI- 09-2580, dated 07/10/09, HETI-09- 109, HETI-09 2611, dated 09/04/09, HETI-09-2585, dated 2581, dated 07/10/09 and HETI- 09-2579, dated 07/10/09, all issued ;eying & Testing, Inc., signed and sealed by Candido F. Font, P. E. 50A No. .12-03 0 7.0 6) nce letter for Test Reports No.'s HETI-124010 dated 03/05/12, ted 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated �4776, dated 01/30/03, BETI43-1777, dated 01/30/03, IHETI- 03- 0/03 and HET1 413-1774B, ,dated 01/30/03, all issued by Hurricane ng, Inc., signed and sealed by Rafael Droz-Seda, P. E. 'OA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance "4200/ 6200 Flange-F expiring on 08/22/17. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. L4200-62.0 Fixed V rmdow", sheets 0 prepared by manufacture manufacturer,.signed and Note: This revision consist o No. 14-090&18, issued to Lawson Industries, Inc. for -their Series dme" Aluminum Fixed Window - L.M.I.", approved on 12/11/14 and 0-1201 Rev C, titled "Series-4200-6200 Flange -Frame Impact 1 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017, r, signed and sealed by Thomas J. Sotos, P: E, prepared by sealed by Thomas J. Sotos, P. E. f editorial changes of FBC 17 (6t' Edition) code compliance. E-3 i Lit.- l UA 1A lam. lshaq 1. Chanda, P. E. Product Control Examiner NOA No.17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 Lawson Industries, Inc. NOT B. Test 1. None. C. Ell E. F. G. 1. CALCULATIONS 1. None QUALITY ASSURANCE 1. Miami Dade Departmen MATERIAL CERTIFI 1. None. STATEMENTS 1. Statement letter of cor 11/17/17, prepared by 2. Statement letter dated by Nelson Erazo, Seni OTHER This NOA revises # 17-C t of Regulatory and Economic Resources (RER). TIONS rxmance to FBC 2017 (61 Edition) and "No financial interest" dated manufacturer, signed and scaled by Thomas I. Sotos, P.E. /22/18 of the editorial drawing changes issued by Lawson Inc, signed design engineer. expiring 08/22/22. rshaq r. Cr handa, P. E. Product Control Examiner NOA No.17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 201-8 E-4 SERIES-4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L M IMPACT' VINDIIV � OIIA�-R�LINO�NATON � VNDw HEIGHT �WINDOV WIDTH VILIDOW lEi6N{ I LEG MT. A iliNe �V)NDw yIIID{ -� PICTURE iil Y� 0 [��c�N��IGl�ennu wiNDav- L 14F7IACON TYPIC-A-<i ELNA710N - vDIDDv vmTH �A I AR TYPO N FIEYATION L 1W1,00W vmTH SQUARE PICTURE WINDOW ELEVATION VItDOOV F L FIRE UNDWTM m0 EVATION WNDOW L vDm➢v HEIGHT Hr. WINDOW WIDTH SQUARE PICTURE WINDOW ELEVATION �WINDOW WIM RECTANGULAR TYPICAI EIEVAT10N WINDOW H�O vITDIDv vDTH TWA] EVASION VIlWV� LEG HT. L vNDw vmTx LEGGED EYE BROW ELEVATION WINDOV 1£I OUMIER-RIXIND EI NATION WINDOW HEIGHT LO V�ID7ONW OCTAGON TYPICAL ELEVATION WIt10py HEM WINDOW WIDTH "E l FUC& • TYPICAL nEV•TILL ALLOWABLE LOADS FOR ALTERNATE STAPES AS SHOWN. CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR RECTANGLE, AS SHOW IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE STAPES PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. TYPICAL ELEVATION NOTE. TESTED UNIT MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F. J, K AND L - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. General Notes: MIOCIICr�rr� W W111111111l11aL fiftiMlang4rae N� 17-IZIZ• 13 11. OAte EXT. L INT, FALSE COLONIAL HLNTINS ARE APPLIED V/ W/ SILICONE AND ARE AVAILABLE AS 13PTHNAL 1FMOWS ARE LM. IMPACT MIAMI-DADE COUNTY APPROVED SHUTTERS NOT REQUIRED 1.) TIM WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WTPH THE REQUIIZEMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIRIMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAIIDYATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEEP #3 FOR GLASS TYPES AND SHEEP #4 FOR MAX DESIGN PRESSURES). 6J WINDOWS WITH GLASS TYPES "B, C. F, OR G' INSTALLED ABOVE SO& IN THE HVHZ, THE I.G. E TEEIIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-Chapter 24 Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE. PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #A FOR; DETAIL & NOTES) 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. : 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. o C q m h h Z a 17 m F lO to � n O N O O M [Fzz O _ h z cN'DSa ¢ Z m #14 S.M.S V/ 1 1/4' ALL WOOD BUCKS IN CONTACT WITH CONCRETE #14 SHS W/ 1 1/4' MIN EMBEDMENT INTO WOOD. (NOT BY LAWSON MD.) TO BE PRESSURE TREATED 6 MIN, EMBEDMENT INTO VDO➢. ,PT. VO® BUCKS R. TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) ( ELEVATION AT SHEET 01 Y::: " (SEE ELEVATION AT SHEET #1 FOR MAX FASTENER SPACING) Tn FOR MAX. FASTENER SPACING) >2/4 a II�1,ERIOR (SEE GENERAL NOTES AT SHEET #I) o O 11 Him SH_ICOME ADHESIVE p O NTERMR FDOSH . ➢T BY LAWSON INDUSTRIES, ING GE DiS7' l 10 LAMINATED BEDDING COMPOUND GLASS V4 TAPCON V/ 1 1/4 to a � m iS ':f6::'•:,:ii:% [ . ' INTERIOR BIN, EMBEDMENT DV70 CONG (SEE ELEVATION AT SHEET #1 N < rn '1 F r•• CAT. GRADE FOR MAX. FASTENER SPACING) 0 K.•. CAULK 090 0 0 $ G.T Bx zx - W =1/4Wtl Z> toE- 0 W. GRADE BACK SDI' Z z 1 1/4' MIN. W v i;..) WIDOW FRAME TO BE APPLIED BFLANGE BY AlAi xaF E➢M .. _ __ o W x C P. w cpW WEATHERPR(g' .. MTURE PARR INSTALLER KO CTYP.) I i =. W .y ... .. 1 //R' MIN m m 0. BY 13GRERS (rYP ! E ! a ; � '. EDGE DISTANCE �' DO c 14 EXT. GRADE 7 EXTERIOR EXTERIOR iF_RI ! CAULK EXOfLGRADE .« {jy PERIMETER CAULKING Ch FOR.-GRADE-PERD¢'IFR— ��j �" •�j� PZ -- Ji TT• <--7 "�• I — CAULKING NOT BY WINDOW FRAME WIDTH v� k O MWS➢N INDUSTBYTH ® rl yyy Cl i�IB 7�� aPPum eOTIERS O Al. T t' MIN. 814 S.KS. W/ 1 L/4• 1/4' TAPCON W/ 1 1/4' �• _ OO STUB OY1R METAL LATH MILED TO DISTAN MIN EIIBEDMENI INTO WOOD. MIN. EMBEDMENT INTO CONG ``�Q�1 O To BE & GRADE PLYWOOD SECTTDRSi (SEE ELEVATION AT SHEET 81 ' (SEE ELEVATION AT SHEET #1 (O c) (E HE ORFINISH HT GTHE ECT OR GG FOR MAX. FASTENER SPACING H - ¢XTBY L FINISH D ➢RIES, FOR MAX. FASTENER SPACING) P.T WOOD HOCK NOT BY LAWSON IND. N � I i✓ NOT BY LAvsTD3 INDUSTRIES, 81C MUST SUSTAIN IMPOSED LOADS N F G EXT. GRADE 1 1/8• HIM. N CAULK WOOD FRAME INSTALLATION D AIL 1 4;f.N. sir p •'r : A : I . 9 1 p A2 �/ WINDOW INSTALLATION NOTES: L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) 3. WOOD BUCK SPECIFIC GRAVITY = 0.55 MIN. 4. CONCRETE COMPRESSIVE STRENGHT = 2Ksl MIN. • WBEN THE GAP BETWEEN THE WINDOW FRAME AND TBE BUCK OR MASONRY IS LESS THAN I/B�, SHIMS ARE NOT REQUIRED. ANCHORS NOTE, EX ANCHORS TO BE #14 SMS OR WD. SCREWS INTO WOOD, OR .1/4' ITW BUILDEX TAPCONS or APPROVED CONC. FASTENERS INTO CONCRETE (2KSI MIN.), WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. AT 12. O.C. MAX. ■ TAPCON YIELD STRENGTH; FY=100Ks1 ULTIMATE STRENGTH- Fu=I25Ksl :^:i 7.�.••.. d.: ' dy ••d • 1 4' MIN d: a .dEMBEDIMENT • a Q W b O LL L W N' g EXTERIOR GRADE PERIMETER CAULKING = SILICONE ADHESIVE i BEDDING C@4'GUND y o e a p EXTERIOR INTERIOR e . E z z 1/4' MAX. a1 m F_ SHIM TYP _ 10 LAMINATED GLASSOUCf � gg '3 ® e•�p�1q cM11WePie�o 11 d ;4 MIN mow• 3 -121 • I EDIffM EXTERITOR ERPERIMECCAAULKING 1 FaIIDNbHF Iiih DII�O �/`'' ^?� aa`,��e4t m 05• ' ....... • y/4i Proa•ne0rd • ` - 3Y OR 2 BY.d.a�Y MD BUCK '`':''•• W'• ' n d' 1 1/4' MIN d: EMBEDMENT; lii- V 4 •d; LAMINATED INSULATED GLASS COMPOSITION TYPE B nTD[ DESCRIPTION DLTAD, '®-1/4' vm• a� T .- --- _ I 1/0' ANN. GLASS 2 0.090- SAFLEX PVB by, Eastman Chemical Co, 3 1/0' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 (-) 1/0' ANNEALED 0 TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS -`� - /4'_I aa�r 1 2 0.090' SAFLEX PVB by, Eastman Chemical Co. 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 b0 3/16' ANNEALED 11R TEMPERED GLASS DESCRIPTION . Inc I I I I I� Can A/4' 1/8' HEAT-STRENGHTENED GLASS 1/4' INSULATED AIR SPACE 1/8' ANNEALED OR TEMPERED GLASS DESCRG'RON 1/8' HEAT-STRENGHTENED GLASS 0.090' TROSIFOL PVB by. Kurorny A I/W HEAT-STRENGHTENED GLASS 1/4' INSULATED AIR SPACE 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L ITEM DESCRIPTION DETAIL © 1/4' 1 3/16- HEAT-STRENGHTENED GLASS 2 0.090' TR13SIFOL PVB byt Kurarny Anerca, Inc. 3 3/16' HEAT-STRENGHTENED GLASS 4 1/4- INSULATED AIR SPACE _ 11616.0� - 5 3/16' TEMPERED GLASS Notes: 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACIIY TABLES. }SKJ WINDOWS WITH GLASS TYPES 'B. C, F. OR G" INSTALLED ABOVE 30 IT. IN THE HV Z, THE I.G. EXTERIOR LIM SHALL BE TEMPEM TO COMPLY WITH THE SMAII. UlSgSH I"ACT RESISTANCE REgUIREUENTS OTC-2014, Section 2411.3.3.7). - -- - --- 'SILICONE OPTIONS', --- — DOW CORNING 899 _ - -- SCHNEE-MOREHEAII 5731 _ TREMCO SPECTRUM 2 '..AMINATID LAMINATED INSULATED, INSULATED-Obao, GLAZING DEPTH GLAZMG DEPTH LAMINATED/INSULATED GLASS TYPICAL GLAZING DETA_Ti 6 16 LAMINATED GLASS COMPOSITION - TYPE A ITTDl GLASS DESCRIPTION T.I DETAIL 1 1/8' ANNEALED GLASS .�,-. _ __ 2 0,050' TROSIFN. PVB by- Kurarny America, Inc ---- 1 oallo• 3 US' ANNEALED GLASS 5 16 LAMINATED GLASS COMPOSITION - TYPE D IT:SI1 GLASS DESCRIPTION BRTA 1 1/8' HEAT-STRENGHTENED GLASS Ij�(O _ 2 0A90' TROSIFOL PVB by, Kurnrny Americo, Inc. _ 3 1/8' HEAT-STRENGHTENED GLASS t as4r 13 32' LAMINATED GLASS COMPOSITION - TYPE E 1TEN GLASS DESCRIPTION DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 3/16 - 2 0.090' SAFLEX PVB by, Eastman Chemical Co. -3— 1/8'-HEAT=STRENGHTENED GLASS 1 1 OA06- 7 16' LAMINATED GLASS COMPOSITION - TYPE H ITEM GLASS DESCRIPTION DETAIL 1 3/16' ANNEALED GLASSY 2 0.090' SAFLEX PVB by- Eastman Chemkol Co. - 1 3 3/16' ANNEALED GLASS GLASS DESCRIPTION 1 3/16' ANNEALED GLASS 3/16- 0D90' TROSIFOL PVB by- Kurarny America, Inc Da 3n 3/16' ANNEALED GLASS 7 16 LAMINATED GLASS COMPOSITION - TYPE 7 'ITEM GLASS DESCRIPTION DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 3n6• 2 0.D90' SENTRYGLASS bye Kurorny America, Inc nb' _ --_ 1 3 3/16' HEAT -STRENGHTENED GLASS 7 16' LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION DgT�--� 1 3/16' HEAT-STRENGHTENED GLASS anb' -=_— 2 0.090' TROSIFOL PVB by, Kurnrny Amerlcn, w 1 3 3/16' HEAT-STRENGHTENED GLASS SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 c TREMCO SPECTRUM 2 o O 10 y z e LAMINATED �1 MONOLITHIC p b C! "m M o w N Ga • GLAZING STOP 0 0 CIRCULAR WOWS. c o= $ d c cc c3 cv I NATED LAMINATED MONOLITHIC oricQMII _ 7 co GLAZING DEPTH GLAZING DEPTH v z �rn (1 acc LAMINATED HNN MONOLITHIC w A .o SILICONE DPTIONS'- cFo -____ _ ---- DOW CDRNING 899 --_ __ __ _ SCHME-MEIRE14EAD 5731 TREMCO SPECTRUM 2 W aLA Oa GLAZING DEPTH e LAMINATED/MONOLITHIC GLASS. TYPICAL GLAZING DETAIL* m�� O m ga s o 0 Sa 6 m 9 E Z U rorlgfy�rNYHeFTa�ilh ............ H ;;� �V LL ADtgW" 4rNaI-TZIZ•I ?y ccla a 36° 48' 80' 72' 74' 84- 96' 100, 120" T a � m t z z " e.4 d d a' I monlicrREVESM L \tt 1 fm!Wc4'Ltwi/i �� `nuAvkk"x iIR-'IZIrZ'13 °.,LL S I.. co a O 0 WIDTH AND LENGTH OWEN90NS CAN DE ORIENTED 4 s •••• VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 4200.6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I GLASS TYPES WIDTH LENGTHI A B C D E F G H I J K L - +I- DP +/- DP +/- DP +l- DP +l- OP +1- DP +I- DP +I- DP +/- DP -+/- DP +l- DP +/- DP 19-118, 66 68 68 68 65 68 68 68 68 78 65 68 26.1M' 68 68 68 68 65 68 68 68 68 78 65 68 3r 26' 6e 68 68 68 65 68 68 ' 68 68 78 65 68 48' 68 68 68 68 65 6S 68 68 68 78 65 68 53.1/8' 68 68 69 68 65 68 68 68 68 78 65 68 19•UB' 68 68 68 68 65 68 Be 68 68 78 65 68 26-112- 68 68 68 68 65 68 68 68 68 78 65 68 3r 3S VS' 88 68 68 68 65 68 68 66.2 66.2 78 65 68 48' 60 68 68 68 65 68 68 63.8 63.8 78 65 68 53-11B' 68 68 68 68 65 68 68 63.8 63.8 78 65 68 19-1/8° 68 6g 65 68 69 68 6t4 78 65 68 2T>112° 6869 65 68 68 68 68 78 65 68 37- 50-&S'��68611 68 68 65 68 68 66.2 66.2 78 65 68 48' x 68 65 68 68 x 51 78 65 68 53.1/8' x 68 65 68 68 x x 78 65 68 19-118° 68 68 1 68 68 65 68 68 68 68 78 65 68 26.1/2' as 6a __68_ —68— —65— —68— —68— —68— —68-1-78 65 68 37' 58' 68 68 68 68 65 68 68 1 x 66.2 78 65 68 4W x x x 68 65 68 68 1 x x 78 65 68 53-1/8' x x x x 65 x x x x 78 65 68 19-1/8' 68 68 68 68 65 68 68 68 68 78 65 68 26.117 68 68 68 68 65 6B 68 68 6a 78 65 68 37' 6r x x x 68 65 68 60 x 66.2 78 1 65 68 48' x x x x 65 68 x x x 78 65 68 53.1/8' 1 x x x x 65 x x x x 78 6S 68 19.1/8° 68 68 68 68 65 - 68 68 68 68 70 65 .68 26-1/r 68 69 68 68 65 68 68 x 68 78 65 1 68 37- 74- x x I x 1 68 65 68 68 x x 78 65 68 40- x x x x 65 x x x x 75.6 65 68 531/8' x x x x 65 x x x x 72 65 68 19-1/8, 68 68 68 68 65 68 68 68 68 .1 65 68 .26.112' 60 Be 08 68 65 68 68 x 68 78 65 68 37' 74-1/4' x x x 68 65 68 68 x x 78 65 68 48' x x x x 65 x x x x 75.2 65 68 53.11a° x x x x 65 x x x x 71.E 65 68 Notes ' 1.) SEE SHUT 3 FOR GLAZING TYPES, DETAU.9 & SILICONE OPTIONS. )K 2.) WINDOWS WITH GLASS TYPES -B, C. F. OR G- INSTALLED - ABOVE 30 FT. IN THE HVHZ, THE I.G. EICTERIOR LITS SHALL, BE TEMPERED TO COMPLY WITH THE SMALL WSSIE IMPACT RESISTANCE REQUIRELMMS (FBC-2014, Section 2411.3.3.7). BILL OF MATERIAL S ITEM PART III QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8' & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 #8 X 3/4' 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 - 9 VWS-004 AS READ. GLAZING GASKET SOFT PVC - 10 • AS READ. GLAZING SILICONE 4 - 11 1 PL 75.6020 AS REOD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8' X 2" 12 1 812-251-1-357 AS REOD. ,"TruSeal" Dura Seal Swiggle Spacer 1/4" BLACK 1/4' AIR SPACE WINDOW FRAAIF. EXTRUSION DETAILS 2.643 1.281 _ 310 III .78I ;6] P81 391 oso —{ TYP. —{ 808 ) .773 �Loo9 FRAME HEAD/SILL/JAMB 2 GLAZING STOP (5/16" GLASS) 310 IF .040 .Bso _♦ .272 .040 .850_ 0511 050 7YP. I� TYP. .7731^ .773 3 GLAZING STOP 4GLAZING STOP (7/16" GLASS) (3/8" & 13/32' GLASS) 310 .eso'oso ,1Ls —i .050 .050 2 oso .0 2 rYP. TYP. 5 .684 6 Boo INSULATED GLAZING STOP W/ 5/16" LAMINATED GLASS INSULATED GLAZING STOP W/ 7/16" LAMINATED GLASS .050 TYP.rIr` _ I�II� 8 .466- -� 0090. 1i1rAc1TE Kuraray An by , Tnc GLAZING STOP (CIRCULAR WOW.) SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLIIIN— (ALUM. 0.078' MIN. THICK) NOTE THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN INTERIOR 'Ir Y V FRAME SILL w HtJ11 Vv 7 RECT. OR ..E .11. pROU�Ap CORNERT1P1f`21_ CORNER C— _ = _k'RON OOR MIIfR S O 2 � FRAME RADIUS_JO11 FRAME END -CORNER — FRAME CORNER & JOINT DETAILS SEALANT, FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE ,g 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. AT 12' O.C. MAX. MEMO! /© `WINDOW FRAME EXTERIOR GRAD2 PERIMETER CAULKING FRAME MULLING DETAIL nwouCf YEV188D rNM tk FbM Ma>p1Wa No 1%l2/Z•l3 dk v z f1J- ' o GI-- p INTERIOR NOTE THE LOWER PRESSURES OF 1/4' MAX THE WINDOW OR MULL SHALL GOVERN SHIM 12 S.O.S.X 11/4'L .AT 12' RC. MAX, NOTE: 1. ALL STEEL IN CONTACT WITH ALIWM. TO BE PAINTED OR PLATED. _- 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN (STEEL 18 GA MIN. THICK - 0.0487 �Z 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078' MIN. THICK) PERIM WINDOW FRAME SEALANT EXTERIOR E1 METAL STRUCTURE ATTACHMENT I) BY M IAM I•DADE (, A ��,`�®� MIAMI—DADE COUNTY, FLORIDA ® L 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) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidagEgov/economy Lawson Industries, Inc. 8501 NW 90' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested I or 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-92100" Aluminum Sliding Glass Door (Steel reinforced)- L.M.I. APPROVAL DOCUMENT: Draking 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 bIy 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 8. - 2. See pocket installation detail in s eet 11 and notes #15 and #16 in sheet 1. 3. AppIicable Egress requirements o 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, other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall bd 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 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. z NOA No.17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 257, 2018 Page 1 PIL dp3379 APPROVED AMOf 1105 ® REVISE & RESUBf�iIT ® APPROVED A3'CORRECTED ® REJECTED This reaIEe+4' a only for ga Earal cenfa"nency Me design concept of the ,roject and genc::at compl,'ance+ho zf�rmat;an given in the contract dcc'-`men w. Ccrrucf ins Or co a +, this revi w do not Foiiave the co ,ac o from On Compliance shop drawings during mon:'s Of the Plans and sp ilia with the regt*e- �cid , ns. Approval of a SPBCT,c item shall not fnaude spispon. ofan. assembly of which the item is compmant. con - Dimensions is responsiLle for. Dimensions to be confiffp2ed and correlated at the job sf e; Inforr:Iatlon that pertains solely to the fabrication promsseS or to 'On moans, anon ,techniques, sequences and procedures of construc- iion: ec,;,roinaScn of the work of all other trades: and for performing all work n a safe anndd satisfactcy manner. DATE: aY: MIAMI•DADE 00 DEPARTMENT OF REGULATORY BOARD AND CODE ADMINISTRA. NOTICE OF ACCEPTA fD ECONOMIC RESOURCES (RER) N DrMION CE (NOA) MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy Lawson Industries, Inc. 8501 NW 901' 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) arid/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested far 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 de ermined 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-92I0I0" Aluminum Sliding Glass Door (Steel reinforced)— L.M.I. APPROVAL DOCUMENT: Dray mg No. L9200-1201 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 8. 2. See pocket installation detail in sheet 11 and notes #15 and #16 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 coe negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #14-0908.02 and consists of this page 1 and evidence pages E-1, E-2, E--3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No.17-1212.05 MIAtylMADE COUhI r1f Expiration Date: February 13, 2023 Approval Date: January 257, 2018 CopyPage i Lawson Industries, Inc. 1. Evidence submitted ' previous fides A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision `B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11- 3269, dated 05/ �6/11, HETI-11-3292, dated 10/20111, HETI-11-3274, dated 10/20/11, HETI 11 3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, BETI 12-4051, dated 06/13/12, HEn 12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12 1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 11 3270, dated 05/16/11, HETI-11 3275, dated 10/20/11, HETI-11 3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11 3330, dated 01/16/12, HETI-12- 4052, dated 07/10/12, HETI-124054 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: 11) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2y 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 Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January25, 2018 E-1 Lawson Industries, Inc. B. TESTS (coNTEwED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marled -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11- 3313, dated 10/210/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12 1204.12) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 94 �) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared I 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 Y.FL -3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FT1-3425, 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 Jaynes G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVBIGlass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Sallex IIP Composite Glass Interlayers with PET Core" dated 06/�19/14, expiring on 12/11/18, L4"14- 1024 I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January25, 2018 E-2 Lawson Industries, Inc. F. MATERIAL CERTIFICATIONS 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentiyGIas® Interlayer", expiring on 01/14/17. 6. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06119/14, expiring on 12/11/18. 7. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06119114, expiring on 04/14/18. 8. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200- 75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. G. STATEMENTS 1. Statement letter) of conformance to and complying with FBC 51h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. 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 1. Soto, P. E.(Submitted under previous NOA No. 12 1204.12) 3. Laboratory cornpliance letters for Test Reports No.'s HETI-11 3269, dated 05/16/11, HETI-11-3270, dated 05116111, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11- 3291, dated 07/I15/11, HETI 11-3292, dated 10/20/11, HETI-11 3307, dated 10/03/11, 1HETI-11 3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12- 4041, dated 10/�12/12, HETI-12-4051, dated 06/13/12, BETI-12-4052, dated 07/10/12, HETI--12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Vesting, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No.12-1204.12) Laboratory addendum letter for Test Reports No.'s HETI-11 3269, IIETI-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, HEII 12-4040, HETI 12-4041, BETI-12-4051, I ETI-12-4052, HETI-124053 , HETI-12-4054, BETI-12-4064 and BETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. 4sl~w 1. U,,-A-- Isliaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, NETT 11-3270, HETI-11 3271, HETI-11-3272,HETI-I1-3274, HETI-1 i 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, BETI-12-4052, HETI-12-4053 , HETI-12-4054, BETI 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 ley 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 FA-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 F T L-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 i Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 0�minum 3/18. 1. New Evidence 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,i 2017, signed and sealed by Thomas J. Soto, P. E. Note: This revision consist of editorial changes of FBC 2017 (6t' Edition) code compliance. B. Test 1. None. I ishaq 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. . FMA i7 C. CALCULATIONS 1. None D. QUALITY ASSURANCE ' 1. Miami Dade Dep; nient of Regulatory and Economic Resources (RER). E. MATERIAL CERT IICATIONS 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 �nd Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (NA) (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 (61 Edition) and "No financial interest" dated 11/17/17, preparedlby the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA I& renews#14-0908.02, expiring 02/13/23. E-5 Ishaq L Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 SEE B NOTE 'r- I 0 /% 1 a• NOTE X-LP or RP-X ' 2D/2T - XX or ' LP XX-LP or RP-XX o�2D/2T-__RP 1D/2T - RP 20/2T RIGHT POCKET SHOWN -(LEFT POCKET OPPOSITE) RIGHT POCKET SHOWN - (LEFT POCKET OPPOSITE) SEE BELOW NOTE b5. r- i v 1 s 0 1 0 a �-w 1 IJ i1 r 3D X - XXX or LP- X or RP-XXX �� 3D/3T - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) F a• o-• a• SEE BELOW NOTE )5.3 9 I s1 1 0 I o} 1 ` '7 ly tl IJ 1 1 �l 1 , 1 1 r 4D/3T - XXXX or 40/2T T LP-XXXX or RP-XXXX or LP-XXXX-RP 4D/3T a= G= a= a= a- a• =o =a 4D/2T 4D/2T - LP/RP 't 4D/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) NOTES: 1) REFER TO SHEETS 8 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 4D 2T - LP 2) REFER I TYPICAL CROSS-SECTIONDETAILS1 OF . (RIGLHT EFT POCKET SHOWN FORPOCKET 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 J15 & 16. 2D/2T - LP/RP 1 SEE BELOW NOTE #5. A;t 41k. � a 2D/2� T " X' XO +! 2D/2 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. r i a - a° � 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. `F:_--.� SERIES: SGD-9200 IMPACT SLIDING GLASS DOOR General Notes: 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edition) INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL, 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEETS 2. 5. & 8 of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL -5.)-A-LOAD_DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS 9 2, 5, & B). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4. 6. 7. 9, 10. & 11 OF 14. B.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WTIH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED PANELS, ALL MOVING PANELS. INCLUDING WITH OR WITHOUT (LE-RH) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS ® 3, 4. 6. 7. B. 10. & it OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET' B OF 14. REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL 16.) POCKET WAILS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (EOR). LAMINATED GLASS LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REOUIRE NO SHUTTERS. 4` /IIOIkucrxLy6f N=h abi loci Mli db %IoeMi W m n A-fuseeI .1Z ZAS m z z d " tf > E a4 J. o � o � $• tea. ��CMh41 a m �1 m z v~,oaO1 � O m O o z .� moa o A z 2 W C L1 CO C J Z z m�a r z � � o j z a a Q V n CO z ,�:,�esxl's�jrttaa�,ss I NLL A N •• I In V__ - �' DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) 98 3/8-DOOR MAX. z NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' ¢ 4 WIDTH HEIGHT g m %2 FT./IN. I FT./IN. EXT, (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT, (+) INT, (-) 13 1/4" MAX. CLUSTER OF o o 5/0 SPACING LIMITATION- TYP. AT STILEHORS e C Ji a 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 Anchors not to exceed HEAD SILL M m h s (NO STEEL) 10 1/2' O.C. at Doors / 6" MAX• TYP, n to 04 6/0 smaller than 60' in w ih. A / 6" HEAD/SILL N ¢ 3 O q 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 I""1 1 CORNERS 0 O (NO STEEL) ( rn o 0 2 n N M v Q 1 (WITH /STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68,8 I z W c Ul w h 8/0 I z o c WITH STEEL B/0 56.7 65.0 56.7 65.0 X X X X °Na a L7 x ( ) 7/16- LAM. GLASS C.7 I j ''Zz v o _DESIGN LOAD CAPACITY - P_SF ( WITH 3" SILL RISER of NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' C D m p A f ^T WIDTH i HEIGHT �. �/ �/ - n_Q - - e �-z-t- Fi./IN. FT./IN. EXi. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. a. ^�¢ m (NO6/86/8 76.7 95.0 65.0 65.0 76.7 85.0 7�.0 75.0 ®� a .Z. w o 6a STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 On o rn (NOm �61 o a z W C 6 0 8/0 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 fi8.8 C4t O(WITH STEEL) a STEEL REINFORCING (y F O SS ARCHA V W $/O o I SEE CHAR T NT A7 LEFf N Q (WITH STEEL) 8/0 65.0 65.0 65.0 65.0 X X % X I ? A B COael X I p �z was NOTES: 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX. a a. {> a 2) REFER TO SHEETS 3 OF 14 D.L. OPG. Z = o FOR TYPICAL ANCHORS AND NOTES. 50" MAX. x x AI" "o' m u a, �' 50" MAX. PANEL WIDTH - 8 LLor MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH s 3 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK ' o A,s XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION _ z �y0 pc00 % APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT ^ e E o LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. o `o 9" m o (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) z " z z ;--BULB VINYL 17-BULB VINYL 17 -BULB VINYL 17 -BULB VINYL 17 =" t w 5^ °"' 9 m 3/I6• HEAT STREN'D GUL55--3/16- HEAT STREN'D GLASS -3/I6' HEAT STREN'D GLSS 3/I6- HEAT STREWD GLASS a rc 090 INTERLAYER 090 PVB INTERLAYER ' .090 SAFLEX HP 1 .090 PVB SAFLEX I Sen loss 14 M x ei d a t7G a-Trosifol PVB by: a I -Clear or Color Gloss Inledayer a Clear or Color Gloss Interloyer F :Kuraray America, Inc. ! Kuraray Americo, Inc. L %I ! by: Eastmon Chemical Co. w by; Eastman Chemical Co. Z m t '1 13/16' HEAT STREN'D GLASS Z. m I -7/16' HEAT STREN'D GLASS Z m I i r-J/16' HEAT STREN'D GLASS m I 1 -3/16" HEAT STREN'D GLASS N SILICONE N ,1 '' I SILICONE to SILICONE N I SILICONE ♦♦`, H�3 °pPs SCHNEE-MOREHEAD 5731 [n ' ! t SCHNEE-MOREHEAD 5731 N I SCHNEE-MOREHEAD 5731 N a♦ 5 •"'•"""•.,+ n-" g g ii SCHNEE-MOREHEAD 5731 O I ,p CO L,OW CORNING 899 TO i i DOW CORNING 899 p0 1 _ f pOW CORNING 899 `rp g i' DOW CORNING 899 m ♦O+�' Ole j i TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 C7 •` I TREMCO SPECTRUM 2 RBA�O�C� oWE& the z C' ry �- b�..ty� I 40 1 I I 40 I I 40 I iI• 40 Iralei4{QaM p0iC. '- N (� -3 r I rc mate CA - GLASS TYPE 'A' GLASS TYPE 'DGLASS TYPE 'C' GLASS TYPE 'D' ` °0t�,}t• ss� • y9t� a°`0♦ a rI n�lnlr• nrrnn c A (MIN. MBEDJ / MIN. ' I I i i a = a O 0 a0 o S w < k w a i I i I I (_nN II (LfRI. L`118EOJ /D TYPICAL ANCHORS 15"EE'ELEV. SPACING TYPICAL ANCHORS IN PAIRS MD ler EdWOOO BUCK 1 3/4'(MIN. EMBED. Non -Shrink. N n-Metni, Grout of MtnI_ 5 Ksi 2 Edge Dist. Typ.) TYPICAL ANCHORS IN PAIRS /{ SEE ELEV. FOR SPACING (Mlri. E/MBEDJ •7/16'-LAMINATED GLASS 29 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. w to Ix W N N J J 0 F N J w 1 2 1/16" or 1/8" to N SILL RISER ADHERED TO SILL .h w WITH SILICONE �fWn FULL LENGTH OF UNIT a v J Iq 2 0 �d A ^TUN J 14'.�I —1/4• TAPCON or APPROVED EGUAL BY FOR V/ 1 3/4' MIN. EMBED. INTO M2 Ksl Conc. 2 6- FROM CORNERS A SEE INTO AT SHEET 2 OF 14 FOR MAX, SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV. FOR SPACING o x _ cn M m ol O ] fltU, Bryane ww1 1Ntlo,.ep \ m m o mK ^ Om O O o Ll x -T z > h co � META . S7`R . CTUR ATTA -HM .NT DETAILS - � NOTE: o O C a 1, ALL STEEL IN CONTACT WITH 3 4" Min. U.TO BE PAINTED OR PLATED. m a 3 F O .dge Dist. 2. METAL STRUCTURES: r4 A) STEEL : Fy - 36 KSI MIN. TYPICAL ANCHORS IN PAIRS (STEEL 12 GAL MIN. THICK v 0.1057 .i Z Mj p SEE ELEV. FOR SPACING B) ALUMINUM : 6063-T5 MIN. (� CQ (ALUM. 0.078• MIN. THICK) .ZO.. a F .a 2Bi Wood Buck Substrate ar V U Wootl Stru lure — Q- —�- •/ (Sm) MMJAI-DME COUNTY - SpceiRc G 'ly- .55 n. (Typ.) APPR'D ALULUON U .�-�ol SEE SEPARATE NOA ',� yy9 wwl llrwvee ® , U 3a 11 V ,�'• 6 j O N 3 4" Min. \ Edge Qist. N e W a WOOD BUCKS AND METAL STRUCTURES NOT BY IAWSON AND. Q e MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND (y] TRANSFER THEM TO THE BUILDING STRUCTURE. ti TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY (min. ANCBOR OPTIONS HEAD-SUL IAMB Embedmen Edge Diet CoacreLe ELCO ULTRACON 1/4" 1/4" 1 3/4• 1' 2.85 Ksi BNLOEX 1/4" 1 3/4" 4' 3.2 Ksi BUILDEX 3/16" 1 3/4' 3" 13.2 Ksi ANCHOR TYPE CHART IN 2X T100D BUCK (min.) ANCHOR OPTIONS HEAD -SILL fAMB Embedmen Edge Dtet 2e Hood ELCO ULTRACON 1/4" 1/4' 1 1/4' 1" .55 SG BUILDE% 1/4• 1/4" 1 1/4" 1" .55 SG S.M.S. (Into 2X) 1 g12 112 1 1 1/4• 1• vaonucr^ � �I nl �" I to um� "x of -I c T" I ING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEELA1CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL D DISTANCE (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. `e'A4gLg�B1 mFO«C%.'CaN v H TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. SHIM . a S �.I (YIN EMBED.) IN PAIRS 28Y WBUCK OR WOOD VRLCTURf TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. METAL STRUCTURE ATTACHMENT DETATL NOTE: 1. AL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL A) STEELTRU YTUSTRUCTURES: KSI MIN. (STEEL 12 GA. ;IN. THICK - 0.105' B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) O _1 Ip•� U .-. - .- - - -I Ipuaenp urll.- - - (MIN. EMBED.) NDT REDD. ON 25 IIF-- 06/0 X 6/8 SIZES SEE CHART ON SHEET 2 OF 14 EXTERIOR 2D 2T — XO (Showrx) 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 MAX. .::p I ' _ SEE ELEV. FOR SPACING z 3 a 17 m 23 6 24 a 17 FwDucrnvnm i6 Aswnp4tq'wMt. MeiiTAOf - �wCM 17-l2120� D.L. OPG.� 3/4• �1 is .U„ar..� u; - PANEL WIDTH (MIN. EMBED.) per 1BY P.T. WOOD BUCK � � p a D sCECC Me yeeas v, a IO Ly! 0 M o m I I O C1 ;oa c . z r Go fn o O go m a N � Z 1 gz_ C, ti A o W a a V _ Cn N O ® V z U e g m � a �N oho a j o z CQ CV o y CY3 c OXXO OXO m APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL 17 3/16" HEAT STREMD GLASS 090 PVB INTERLAYER O: Troelfol by. F Kur"rcy America Inc. m 3/16. HEAT STREN'D GLASS z N SILICONE p S SCHNEE-MOREHD 5731 FA DOW CORNING 899 O \ TREMCO SPECTRUM 2 GLASS TYPE 'B' BULB VINYL 17 3/16' HEAT STREN'D GLASS .090 INTERLAYER a SenlryGlcss by: Kuroray Americo Inc. Z D7 3/16- HEAT STREN'D CLASS SILICONE y _ g SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 it GLASS TYPE 'A' GLAZING DETAILS 196 1/4" MAX. _ .9 13" MAX. TYP. DOOR WIDTH CLUSTER OF rn s AT HEAD/SILL 4 ANCHORS 6 MAX TYP p �L = I AT STILE ENDS A2 6"��HEAD/SILL CORNERS u 7/16" OVERALL LAM. MASS it I D F X F X o Z n o u II u I� 30 g3 I I o 4 I STEEL REINFORCING AS REDD, 82 u I O o X u X I O b r�,ape W O p L7 2E l M y C co 6 Z N aaIn a Z N Uj n�a o V 7, yz � O ®~ oz�3 o a rri do F o E �. C) w p Q 2 la o 44 3/4" MAX. NOTES: a w 50" MAX. D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 X 0 PANEL WIDTH FOR TYPICAL CROSS-SECTION DETAILS. < � 50" MAX. LOAD g o c1 m a t 2) REFER TO SHEETS 6 OF 14 � 3 n ^ PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. a a 4 DOOR - TWO TRACK o m' "OXXO" TYPICAL ELEVATION LAMINATED GLASS TESTED UNIT LARGE MISSILE IMPACT o o DOORS GLAZED WITH LAMINATED GLASS RATED FOR g c E a a CAPACITY - PSF LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. = w DESIGN GLASS TYPES A OR H PANELWIDTH NAL FT./IN. DOOR HEIGHT FT./IN. STANDARD SILL 2-1/4" RISER 3" RISER EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/0 3/6 4/0 4/6 4/11 6/8 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 '60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/6 4/0 8/0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 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" rwiluci'n6Yow IN m.P1/1'K ma the � b".&Udr. Aoceplm« N. lS 12.O S n**dw task 0. is MO7tflAr tC�� a m �z .;!a z z .¢ I -d.mLig .......... 7'PPeee I O� I v I gas as a7 a a TYPICAL ANCHORS - IN PAIRS METAL SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS STRUCTURE 1 Min SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING to ti46 I-Y Edge Dist. c .,"e , - WOOD BUCK x !35 ua o a m 13/4' AE.� 2 IOb G F (YIN. EMBED.) 9�16" 2,�MIN.�, 4.'d = m o A L . In MN, ..TYP.' - - (MIN. EMBED.) - ..• G G� Iai.eB°siaTNe.sv \ m G 3G O O �— maul C A v 0 2 MET 1 CI'RU[TrDl ATTAL'I+IrcNT DETAI S Z J Z C dl n N1. ALL O STEEL IN CONTACT WITH u�i w x D Q 18 15 a ALUM. TO BE PAINTED OR PLATED. In 3 4" Min. 7O 2• METAL STRUCTURES: TYPICAL ANCHORS IN PAIRS Edge Dist. A STEEL : Fy - 36 KSI MIN. I Edge DiSt- Typ.) SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS (�TEEL 12 GA. MIN. THICK a 0,i D57 5 x" Z o SEE ELEV. FOR SPACING B} ALUMINUM : 6063-TS MIN. Z O N (ALUM. 0.078" MIN. THICK) r A Of j j W a 10 2BY I II .II�` 1I11I iIIf (YWood Buck Substrate or — APPR'0MUWONWaod Slru fora w/ (SO} MIAMI-DAOE COUNTY t/4' Sp -if. G ity- 55m(7yP')IN. EMBED.) SEESEPARATE _ NOA V z y U g 7/19'-LAMINATED GLASS N III a O m NOTES: 7 ) SHEET 5 OF 14 REFER TO S7�34" t: 6 o I� I Edge Dist. Q Fa• I I I FOR GLAZING OPTIONS AND DP CHARTS. j I o �Q Q Q F 1"' a w 2) REFER TO SHEET 7 OF 14 = 0. O I I' II II FOR HORIZONTAL CROSS-SECTION DETAILS. WOOD BUCKS AND METAL STRUCTURES NOT BY fAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND = w o C 3) REFER TO SHEET 5 OF 14 W FOR MAX- ANCHOR SPACINGS. TRANSFER THEM TO THE BUILDING STRUCTURE. H O w i o �( I TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING B D_III a II. I w Lal JJ J W N _ ' 17 I CI 1/16' or 1/8' - N M N SILL RISER ADHERED WITH y W f0 I I II 5 FULL LENGTH SILNE N On I! II OF UNIT SILL I . t ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS READ -SILL JAM- embedmen Edge DIAL CenomLe ELCO ULTRACON 1/4• 7/4' 1 3/4' 1• 2.85 Ksi BUILOEX 1/4' - 13/4• 4" 3.2 Ksi BUILDER - 3/I6• 1 3/4" 3• 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK (min. ANCHOR OPTIONS HEAD-SILL1,/4-1 JAMB Bmbedmea we DIAL is 2. Wood ELCO ULTRACON 1/4• 1/4' 1 1/4• 1• .55 SC BUILDEX 1/4" 1 1/4" I• 1.55 SG S.Ms. (Into 2X) r12 I "' I 1 1/a" 1, 155 SG In � S � Or o Rs 3 am rDUCrREv t;ED n OAOAAspIN1l Ne o - - �L[ANM Lk1c 0 3 W Z W Z _ fill.! I 1/4" DRILLFLEX SELF neu LING SCREWS 3 c a F iI I INTO METAL STRUCTURESd B2 21 U I;I I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 22v ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 14 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 2 \N= #10 SMs n 0 INTO APPROVED MULLIONS (NO SHIM SPACE) IN A^ N w 121rAL EDGE DISTANCEZ. to (1/41 INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) • (1/47) INTO CONCRETE AND MASONRY - 4" MIN. (ITW BUILDER) 1 3/4• ,! ° Z... M11 � 20 °. 14 , 1' WEEP NOTCH AT EACH ENO (3/16-) INTO CONCRETE AND MASONRY - 3" MIN. (ITW BUILDER),,, oU (MIN. EuemJ a` 1/4' TAPCON or APPROVED EQUAL BY FOR _TYPICAL ANCHORS INTO WOOD STRUCTURE - I" MIN. o 38 a V/ 1 3/4' NIN. EMBED. INTO 3.2 Ksi Co— R 6' FROM 2 PER CUP INTO METAL STRUCTURE = 3 4 MIN. / CORNERS L SEE ELEVATION AT SHEET 5 OF 14 FOR MAX. SPACING. SEALANTS: a Non -Shrink, Non-McI.IIie Grout of Mlnlmum 5 Ki TYPICAL ANCHORS IN PAIRS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEE ELEV. FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 2ITY OR WOOD WOOD UCN STRU TORE ' � S it I 00 STRUCTURE and = na O Om mm AO+eA Om �1A T1mA A�ATI A'n A+t 7 �[7ll O �OnO�O sp l7 Z=r=�=Z= O F >> � tmo y2 O b D�v�NON� it i4 - �i Z9 GZ]AOJ•yA2A III 0 O m O N II G I I I I I E_ —— __q � -- 0 I y I — 1 01 0 I I O O Q lV z 0 y 1'J o 21 a 0 n - o _ 0 J O O m O I I I O D r r ti rnN x w � u D N V .'. i Z . II II IX P.T. zI --� I- 1 9/16" MIN S TYP. m U U A i k. Y1 _;p TROYAS J. PROFESSIONAL ENGINEER EER n S• - N om� 1X P.T. PL flC. / 85225 � .•., % �4��" ...u0 'rid Y-� x .. •'p � NO 55225 a Revises NOA 12—Ot27d h 12-01 / o, p y {r > •%1.'+'m h to include Multi—SOde epor eels . or 1/��1 S ON 6501 N.W. 90 5T. w/o pockets and to complyw/ 2010 FEC 1VD ST IE C MEDLEY, FLORIDA 33166 .t S. Revised to mmp w 2014 FBC PH No. (305) 696-6fi60 O�.•.� TE ��,•: �yV C. Revises to comp w 2017 PRO MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS �� ••%. R 1�••�4? ®°� °.'"'" ap: pee. p.euee '[{ N. ERAZO 0e/25/12 SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) N , /�•UN H4��o��• x..t..e ew OeG Rrv:nG I #fill N�� N. ERA2o 11/O1/17 THREE DOOR AND FOUR DOOR HORIZONTAL CROSS SECTIONS & NOTES DATE:----=—_______ s.wa. 1...a 0 sue: naay.e sv..me. ww.ee.n a.uxnp x,o,w.r. sn..a L9200-1201 7 OF 14 r-- --� 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET I F i & NON -POCKET MAX. WIDTH 191 1/4" m 13 1/4" MAX. TYP. CLUSTER OF 4 ANCHORS` ALL% 11 AT HEAD/SILL AT STILE ENDS \ J C! all POCKET WALL 1 I SEE NOTE #3. X-RP or LP-X 1 r 1 y F 1 a7 �x ¢a / .m.0 x .._� Q _<.Cj Do -m 1 a= •� W o 0 1n w or z a- O t XX or XX-RP or LP-XX or RP-XX=LP as >_j O Q o- a= a• a• =a "a •a I m r s f X 0' O pj POCKET WALL v SEE NOTE e3. (TYP.) v IF T A C XXX or RP-XXX or LP-XXX r-- -� 1 I 1 y F r 1 u l u 4 o cei jN. ,yy u r 8 3 / 4" MAX. �a'- PANEL WIDTH t y G= a• a• a• i 1 PANEL MAX. D.L.O.: 3/0 X 6/8 = 31-1/2" X 74-1/4" r 4/0 XXXX or X 6/8 = 43-1/2" X 74-1/4" RP-XXXX or LP-XXXX or RP-XXXX-LP 3/0 X 8/0 = 31-1/2" X 90-1/4" APPROVED CONFIGURATIONS 4/0 X 8/0 = 43-1/2" X 90-1/4" WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VI 77 BULB VINYL 17 3/16- HEAT STREN'0 CLASS .090 PVB Inlerlayer 3/16- HEAT STREWD G1A55 Safle. CP-Safle. & Saflez HP 090 PVB INTERLAYER by: Eastman Chemical Co. Trosifol PV8 or Zw r, or a Trasifol PVB by: (•) SentryGlass by: Kuroroy America Inc. m Kuroroy Americo Inc. 3/16- HEAT STREN'D GLASS ? 3/16" HEAT STREN'0 CLASS VI vvtnLL VI SILICONE N DOW CORNING 899 .0 LD � C7 DOX:ONE DOW CORNING 899 � I l 40 IIII,' 40 GLASS TYPE 'A' GLASS TYPE 'B' p a => II � 7/16" OVERALL LAM. GLASS X STEEL REINFORCING AS REDD. 30 X 43 1/2" MAX. D.L. OPG. 49 1/8" MAX. PANEL WIDTH 4 DOOR - THREE TRACK "XXXX" TYPICAL_ ELEVATION TESTED UNIT O U _ 6" MAX. TYP, 6"� HEAD/SILL CORNERS POCKET WALL SEE NOTE A3. to iii v H (TYP') -- io'o h S n p p I l r oI o m o O Ia 2E y En '3 v Tn F y 0 pl�oX� �z o a 2 p I a N W S 4" V EM O � a T] o z z yaw v p p O iZa II X I i -• V3 i Q Q Q p U] a � a 1) REFER TO SHEETS 9, 10 & 11 OF 14 i FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES B75 & 16 AT SHEET 1 OF 14. 41 DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 0 PSF (9" SILL) LAMINATED GLASS GLASS TYPE 'B' LARGE MISSILE IMPACT = DP CAPACITY - PSF (2 1/4" SILL) DP CAPACITY - NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' WIDTH HEIGHT FT./N. FLAN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXr. (+) INT. (-) EXT. (+) INT. (-) 8/0 (20R) (W/ I STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 8/0 (20R) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 (�)58.0 (�)68.0 1(30R) (W// I STEEL) 8/0 56.7 68.0 56.7 58.0 - - 68.0 68.0 12/0 (3DR) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 11 68.0 68.0 (�)68.0 (�)68.0 15/0 (4DR) (W/ 1 STEEL) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 16/0 (4DR) (W/ 2 STEEL) 8/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 GLAZING DETAILS (•) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090" SGP Laminate xl ri i m u sze oCi: LL-6''•��5 I A., In 1- ti V 14 �°1 �' sue•.) I a sao •. I � 000degeooQo.....i�O�4 0 1" Min. 1/4' TAPCON — APPROVED EQUAL BY FOR Edge OisL. V/ 1 3/4• MIN. EMBED. INTO a2 Ksi Conc. B 6• FRDM CORNERS 6 SEE ELEVATION AT SHEET 8 DF 14 FOR MAX. SPACING. 39 (YIN. ENBEO.) r a • . • _ .4 • '° a 4. (MW. EMBED.) ° - 4 'iAN-�i4;'t- - - " ... 1/4. GAP - II T. 1 .T. BY P. ++ I WOOD PBUCK II011 II n A (Mw. E/LBED.) GLASS L TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING ° a i a C TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING IBY -.d Buek S.1,—I. \ Wood SWclure r/ ISG) NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 k 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. L w Oc In �_ a a Jw WU = n V cr K � W -i N JN N N SILL RISER h = ADHERED WITH n rCLEAR SILICONE w j✓/ FULL LENGTH OF UNIT SILL Y •�) ' 41^3 �a. .4' '2 1y �.r (MN. SED:)• _,' •1/4• TAPCON or APPROVED EQUAL BY FOR n '• 39 V/ 1 3/4• MIN EMBED. INTO 3.2 Ksl Ca B 6' • J n FROM CORNERS Mt. AX. E ELEV OATION AT SHEET TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS 2 PER CUP TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV. FOR SPACING 1n MaSol TNWrQes "-' y �0 v m N Oa O o' r In .a z v O U �[ m o o Z A y it h ao !� u zD d a aw META? crR CT 1R . ATTACHMENT DETAI CQ NOTE: 1.A ki o 'z 0 L STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. P O 2. METAL STRUCTURES: PICAL ANCHORS IN PAIRS A) STEEL Fy 36 KSI MIN. a [3 0 n N :E_EIEV. FOR SPACING (STEEL 12 GA. MIN. THICK = 0.1051 V ra, (n rn B) ALUMINUM-: 6053=T5-MIN. (ALUM. 0.078' MIN. THICK) �' '7 MWII-OADE COUNTY APPR'0 ®~ z U SEE SEPARATE NOA SEPARATE 0, 5 Iel.< TM°��.. %gam N oL'• a a lRtonuctiDZYas� H ? o E 2 N Q4sRpef6ry edfi ter a�.eQ n I -rz 2 D/ U t N s Q E WOOD BUCNS AND METAL STRUCTURES NOT BY LAWSON IND. ('} MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND + DO TRANSFER THEM TO THE BUILDING STRUCTURE. hC�I TYPICAL ANCHORS: SEE ELEV. AT SHEET B FOR SPACING _- ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS HEAD -SILL JAMB Embedmen Edge Diet Concrete ELGD ULTRACON 1/4' 1/4' 1 3/4' 1- 2.85 Ki BUILDEX 1/4' - 1 3/4' 4" 3.2 Ksi BUILDEX - 3/I6' 1 3/4' 3' 3.2 Ksi ANCHOR TYPE CHART IN 2X ROOD BUCK (min. ANCHOR OPTIONS HEAD -SILL JAMB Embedmen Edge Ill 2. iTood ELCO ULTRACON I/4" 1/4' 1 1/4" 1' .55 SG BUILDEX 1/4' 1/4' 1 1/4' 1• .55 Sr S.Ms. (Into 2%) Q12 B12 I I I 1/4" DRI F X S F DRILLING SCREW I I INTO METAL STRUCTURES I OO I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-15 MIN.) ('TEE N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE (1/4') INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY = 4" MIN. (IN! BUILDEX) (3/16') INTO CONCRETE AND MASONRY - 3' MIN. (ITW BUILDEX) INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. 5$EAF I�NTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. w r Fin In M1Mp .,:I In L V VOOD BUCKS NOT BY LAVSON END. MUST SUSTAIN IMPOSED LOADS AA . C 6 h 12 b n I C3 SCREEN DOOR PANEL (OPTIONAL) VCOD BUCKS NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS . ADHESIVE IND 7/16•-H.S. LAMINATED GLASS (OPTIUNAL) v EXTERIOR DOOR WIDTH (142 1/2') 3D/3T — XXX LAMINATED GLASS CLEAR SILICONE ADHESIVE rBEDDING COMPOUND SCREEN DOOR PANEL (OPTIONAL) O EXTERIOR DOOR WIDTH (96h 2D/2T — XX ADHESIVE 1/4" GAP MAX. EXTERIOR PERIMETER 1/4" GAP, MAX. EXTERIOR i PERIMETER y M " /y\\ o O O l< �• m� c -a z eye (� 0 s a. IOb CV! O N e O 10 #12 % 2' FM/PMI: S.M.S. V/ 25 27 2i r y (/] O) t 1/4• MIN. EMBED. INTO 2X 2 STEEL BARS REOD. ON . z y P.T. VOEM DUCK (SEE SHEET 89 SIZES AS LISTED IN OP o a o I rn ELEV i1ONNAT SHEET BFASTEER NOTES NB FOR CHART W/ PRESSURES w 3 a L7 a FOR FASTENER SPACING) SHOWN ON SHEET 8 OF 14 z 6 'O z z o 2% T. _ � A N J `z r a z Fro / 1 a °a• ® Q z 2 •a cf) � 6 F 25 1 STEEL BAR REOD. ON C O c SIZES AS LISTED IN DP F O a CHART W/ PRESSURES V CV " $HOYM ON SHEET D OF 14 N q O O 1/I (MIN. USED.) yyQ Q Q F NOTES: 1) REFER TO' SHEET 8 OF 14 FI Go FOR GLAZING OPTIONS AND DP CHARTS. I"I 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. m u o 3) REFER TO SHEET 9 OF 14 i o FOR TYPICAL ANCHORS AND NOTES. . 4) REFER TO SHEET 8 OF 14 N H m a� FOR MAX. ANCHOR SPACINGS. io NtOIUCf pCVim ' E 4 ralepTylgw"dkeFbllic D1 .s" _ 0 a Ja. -7ZIL17 o z FaFlnir We i ' w w � / 812 % 2' F.H./PHL-S.MS. V/ 1 I o Z y t I ' MEN. EMBED. INTO 2% 6•,1,� P.T. WOOD BUCK (SEE SHEET 89 may, cmow t S ' u u .. d FOR FASTENER NOTES AND •o n x ELEVATION AT SHEET B 8 FOR ., c FOR FASTENER SPACING)] i:. 'aqe�� "• •• `��f owe •45 C. • IL 6 `y 1. EMBED.) F 6 0 1/4" MAX. SHIM 1/4• TAPCON or APPROVED EQUAL BY FOR V/ 1 3/4• MIN. EMBED. INTO 32 K.1 C.— ° 6• FROM COttNERS L SEE ELEVATION A7 SHEET B OF 14 FOR MAX. SPACING. eD 13 37 _LCEAR-SLICOnE - ---- --- - _ _ -_ -- - _ _BEDDING CUMPOU 7 a I 6 39 I ° •O 17 - - - - - - ----------- O •- - EXTERIOR GRADE � 3/q• PERIMETER CAULKING (uw. wBED.) TYPICAL ANCHORS IN PAIRS _TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACNG SEE ELEV. FOR SPACING 1/4" MAX 1/4" MAX. SHIM SHIM A 3 11 TMd°ll� CLEAR SILICONE ADHESIVE NOTE: STEEL BARS R BEDDING COMPOUND LISTEDC14A AS STED DP CHART J3 PRESSURES SHOWN ON SHEET 8 OF 14 _ _ --- SCREENS OPnONAL EXTERIOR TEST DOOR VIDTH (190 5/6') 4D/3T — XXXXP tlffi'AL STRUCTURE ATTACHMENT DETAIL a NOTE: 1 • ALL STEEL IN CONTACT WITH • r, ALUM. TO BE PAINTED OR PLATED. METAL• 2. METAL STRUCTURES: STRUCTURE A) S7E0. Fy = 36 KSI MIN. '°' (STEEL 12 GA. MIN. THICK - 0.105' A • , B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078- MIN. THICK) (WIM-EMBEO.) (UN. EMBED. y rti Oa o p B12 % 13/4• F.R/PHI. SMS o.` m y1 V/ I I/4• MIIL EMBED. INTO 2% P.T. VOO➢ BUCK FOR POCKET WALLS ( SEE OPTIONAL INSTALLATION DETAILS AT SHEET 12 OF 14) d SEE GENERAL NOTES M I y Q a' .� y �o V O O Z O d1 #15 & 16 AT m o [] 39 A' '�' 2SHEET 1 OF 14. 2 3 0 a ,4 Z� a c 2 31 16 I..: (EDGE DIS13 O o N 6 iZ rn a IB 17 8 25 38 z � EDtin W C O `i o Cn ti O - _------- --------- (OPTIONAL) NOTES: 1) REFER TO. SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 .__ FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. f4t60UU OEV� IIcYYMlfk Pisltia mNe ►was l4b"mD ft m m 2z. mm,'� •:es dl(If �y� It I I 1 I I I I I I I I F LO ITEM # 1 1.2 2 3 4 5 6 7 8 9 12 l4 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SGD-9200 BILL OF MATERIALS - 2 St 3 TRACK FRAME I EMBED.IN. a _ NOTE: C 1. FOR ANCHOR TYPES SEE NOTES AT SHEETS 3, 6, & 9. S m 2. FOR POCKET WALLS SEE GENERAL to C e..`. M m y NOTES 115 & 16 AT SHEET I OF 14.in TYPICAL ANCHORS a ~i a 4 `' INTERIOR n cb O a AT B• O.C. o ",� p SEE ELEV. .? 35 m o m D Q FOR SPACING 3 W n Q o n' ' 16 z j d a c) F- '�17Zo ..31,Z i ai wwoq s WL-9214 - n w j .2 ` cw 26STEEL BAR EO.ONl3 - SIZES LI w/ DP sopsB 17 JR. TYPICAL ANCHORS D ABOVE za15 AT 8" O.C. o, ' SEE ELEV. � +1 p r /4• MAX. FOR SPACING a d a i1 SHIM � O :21 3/4- MIN. H F m a EMBED. Ogg EXTERIOR, CA fg POCKET DOOR HOOK A 2 Q m E ATTACHMENT DETAILS .+ F1.11" vinyl IFPVC)co -Team PWtim g •1. FPVCBIadc Co wnd Na.720075 ' T PHYSICAL.' A2TM NO. N ; c DuomecrHvNms•A•, IDam 75 a2240 Spmi6c CIO' 1.45 D-792 n v $ LL m a 3 rcm&ta=g1%PS1 1640 D-638 n = v n �o �- M-IW-@a0%EI. 65.0 MO ➢38 x o H Moidm (410075EImgarim, P9 765.0 Do36 n u- r d a jEFPVCWhIt�H11 °� -31.0 D-746 v u ■ o lRODUCt QEVift� ? a, 0w Cotnpouna Na 7267-76 o o PHYSICAL ASTMNO. as4>�Ab'birdlY t�6e i7odtla I DmomchrtTerNea •A•, ]n am 75 Dazao bdtBnAatdo N B c ` a Spm6cGmity IL45 D-792 - o u Te>m7e Samgt, PSI 1640 D-08 P s`p■� Z zu•-S z g g a z uw..eH°apacA% 325.0 D-638 a m v Mmalus@ I00%Plmga1i. m, PSI 765.0 D493 �sfw-S 1-L ...ti,� <d m 3 rm a em® 3a0 D746 ii1f11>rU9FI�oiVctc epwl € S ._ rc g o z !d m s m ei 3 e m gy`�('y ,... • ..... ozN .a"4'cs I^ �''•'/Lt'e I FVN y<•CS: 1D LL d' i rya z,ma ? -=` �y e ' ra", ~ O' I 1m3 �•c 45-0 m °a •. �f ee: ra a �� ,( O e oa�.Qit's pR`e�ee o PART y QTY. DESCRIPTION REMARKS L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM L-9211 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM L-9204 I X PANEL PANEL TOP RAIL 6063-TS ALUMINUM L-9203 1 X PANEL PANEL' BOTTOM RAIL 6063-T5 ALUMINUM`r1 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM L-9202 I PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUMd L-9203 1 PANEL EXTERIOR INTERLOCK 6063-TG ALUMINUM L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUH10 L-9209 AS-REG-D- -ALUMINUM-GLAZING--BEAD _6063_T5ALUMINUM 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM L-92t3 2 3 TRACK FRAME JAMB 6063-TS ALUMINUM PVS-016 AS REQ'D. BOTTOM RAIL VTS'P ULT,RAFAB #OB6757DK PVS-009 AS REQ'D. PANEL TOP RAIL WTST .IB7'x.310' (7830-6001-1) PVS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .I87'x.210' (7620-6001-9).1 VWS-004 AS REQ'D, BULB VINYL (FPVC) 1/4' O.D. L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' HC-04G 2 MVG. PANEL TANDEM ROLLER 2 X. EA. MVG. BOT. RAIL FS-003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F.H./PHIL. AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM FS-042 AS REOD. 'C' TRACK ATTACHMENT SCREW #10 X I' SMS F.H./PHIL. L-9019 I X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM FS-011 1 X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL. AR-020 ■ INTERLOCK STEEL REINFORCEMENT 1/2' X 1 I/4' (36 KSI) AR-021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' C36 KSI) AR-024 ■ INTERLOCK STEEL REINFORCEMENT 3/0' X 1' (36 KSI) HC-047 1 MORTISE LOCK HARDWARE W/ HANDLES & KEEPER ■ 1 x Panel 7/16' Laminated H.S. Glass See Glazing Details L-9022 ■ ASTRAGAL PANEL S[LL CLIP 6063-T5 ALUMINUM L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM SM-573I r NEUTRAL CURE SILICONE Schnee -Morehead 5731 DC-899 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 ■ ■ NEUTRAL CURE SILICONE Trenco Spectres 2 HC-045 2 NYLON PLUG C .480' HOLE) RIGID PVC HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 1/2' P.H. PHILLIPS FS-013 AS REQ'D. PANEL ASSEMBLY SCREWS #10 X 1' P.H. PHILLIPS FS-014 AS REOD. INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL. PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 3/8' x 2'L. ■ - SCREEN PANEL ■=� SM-5504 AS REQ'D. JOINT SEALANT Schnee -Morehead 5504 ■ ■ PERIMETER CAULKING OSI POLYSEAMSEAL r 1 PRODUCT LABEL ■ ±1 O 1 A tWO I tN01 O 0 OD A w —{ o o - z tJ �1 O i m5 V O (n O 01 k t- o-—] N 0,1 OyAAA r_'. b? O —N jlll myO3 IW mmNmOAO Ncn WrnJN W N O m xo o ; -Z MO Ld �y In ba ? R O F W z O to O fmll N Z N t0 A N N O ao m 1D O A N O � �•I F+- V N THOMAS J. SOT09 PROFESSIONAL ENGINEER FL LIC. J 55225 D W I N o W T 0 N O O D O O 1 N O m ` n 00 0 V f— O � m I Q tP W V V A O i j 7 O 1' \�� \4\\e i & to incls ROA U - lid 7d 4 k 12-0127.06 LA ® 7O T k to intluda HuIU-sties door antis r/ or WS 19,�1// 8501 N.W. 90 5T. W/o pockets and to cmply r 2010 FBC MEDLEY, FLORIDA 33166 I U9'PRI 9 B. Revised to wmpl r/ 2014 FBC PH No. (305) 696-8660 C. Revised to comply ./ 2017 FBC MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS . eF. N. ERAZO " a o9/zs/m SGD-9200 ALUMINUM I SLIDING GLASS DOOR (L.M.1 �••1••s ek- a>I. A.w.a EXTRUSION DETAILS &FRAME AND PANEL CORNER ASSEMBLY DETAILS N. ERAZO 11/o1/J7 'M.ian Iuwk C SeuW P,'eNal A•/n•M. NwM..: pr�vA.,A A' I— —"* A•,rl.lon 1 L9200-1201 13 OF 14 O cn u � v m 0' m o o 0 x m O � 0 T==� F O CDN 4 i« V � m � � m yy N 2 l/ Z O x W 2 Ln A O 0 j ILL/IJII A I®I� m ®� A �O O F' 4— O = —N� A I®I m 1n Q 0 A V aZj O O Q O z O O z O THOMAS J. SOTOS PROFESSIONAL ENGINEER F WC:. ] 5522 N 5 25 ArvWon No4c A Revises NOA 12-0127.24 & 12-0127.05 & to include Multi -Slide door panels wl or • io F/ ,,i�� •�' I�P r\�`�� p�rv,J •7 •� �1i�7 DATE4.1-R--F.---U-------- w/o pockets and to om w 2010 FOC cw/ B. Revlsed to comp) 2014 FBC C. Revised to comply w/ 2017 FBC N. ERAZO µ09/25/L2 N. ERA20 A.wa, r...� 0 11/01/17 r..l.: ST IES. ilr MANUFACTURER OF QUALITY SGD-9200 ALUMINUM EXTRUSION DETAILS, REINFORCE. e1 Rlmmn NumM� Orvurinf Hvn 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 YUM WINDOWS AND CLASS DOORS )ING GLASS DOOR (L.M.I.) & FRAME CORNER ASSEMBLY DETAILS ?00-1201 -W� SCANNED F lAM a� BY 1VUAMI DARE COUNTY, FLORMA a qCON"q l�� gl{' i PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND lV SO-'dJRCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lawson Industries, Inc. 8501 NW 901 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 beenpviewed 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)I 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 J Iby Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum French Doors — L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003 Rev G, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) charts VS door sizes and glazing in sheet 2. See lock option VS DP in sheet 3. 2. See glazing details in sheet 15. For the glazing detail #2 (The 1/8 temp lite is oriented at exterior side in insulated laminated glass make-up). 3. Applicable door egress requirement to be reviewed by Building official LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami Dlade 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. TERM]NATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user'by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #14-0908.07 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 Ishaq I. Chanda, P. E. NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 Page 2 NDALL E. STOFF ° &RCHOTECT%g f� AAfMO 379 WPPROVED ® REVISE & RESUBMIT ® APPROVED * 3ORREC T ED ® REJECTED This review is only for gei%-ral conformance earth the design concept of the pro ec► and gensral compliance ev ih the Information given in the contract documenis. CoUctans Or comments made on the shop dravrings during this renew do not relieve the contractor from complianra with the require- MNits of the plans and specifications. Approval of a specific it shall not include approval of an assembly of which the item is a component. Con- traClor is respon;iMe for.Dimensions to be confirmed and correlated at the job site; lit mmation that pertains solely to the fabrication processes or to the means, matho'ds, techniques, sequences and procedures of coristruc- gon: coordination of the work of all other trades: and for performing all work in a safe and dsct satisfactory manner. DhTE: , La . ,5 By: LM MIAMI DADE f DEPARTMENT OF REGULATORY BOARD AND CODE ADMINISTRA' NOTICE OF ACCEPTA MIAII—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S W 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Lawson Industries, Inc. I 8501 NW 90a'Street Medley, FL 33166 I 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 "LaPorte" 8'-0" Outswing Glazed Aluminum French Doors —L.M.I. APPROVAL DOCUMENT: Drawing No. FD--2003 Rev G, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) charts VS door sizes and glazing in sheet 2. See lock option VS DP in sheet 3. 2. See glazing details in sheet 5. For the glazing detail #2 (The 1/8 temp lite is oriented at exterior side in insulated laminated glass make-up). 3. Applicable door egress requirement to be reviewed by Building official* LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. fD ECONOMIC RESOURCES (RER) N DIViSION CE (NOA) ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 914-0.908.07 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 Ishaq I. Chanda, P. E. NOA No.17-1212.09 MIAMFDAD; COuamr Expiration Date: June 05, 2018 Approval Date: February 01, 2018 Page 1 FILECopy Lawson Industries, ] 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underrevious NOA No.11-0202.03) 2. Drawing No. FD '2003, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS I 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marled —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. 'BETI-092623, BETI-09 2645, IiETI49 2624 and HETI-09-2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI44-18916 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & -Testing, Inc., Test Reports No. RETI-02—TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) Ishaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: ,tune 05, 2018 Approval Date: )February 01, 2018 E-1 Lawson Industries, Inc. B. TESTS (cON mul)) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HET142-1726, HETI42-1728, HETI42-1736, HETI42-1742, HETI42- 1763 and HETI- 02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz— Seda, P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos� P. E. (Submitted under NOA No.10-0128.04) 2. Glazing compliles with ASTM E1300-98/ 04 1 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No.144916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex BP Composite Glass Interlayers with PET Core" dated 06119114, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 51h Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC- 2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-012 7.23) shaq I. Chanda, P. E. Product Control Examiner NOA No.17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under) NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. B ETI-11 3201, issued by Hurricane Engineering & Testing, Inc., dated 01106111, signed and sealed by Candido F. Font, P. E. (Submitted under, NOA No.11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI49 2623, IIETI- 09- 2645, HETI-09 i2624 and HETI-09 2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, BETI-04-1377, HETI-02-T095, BETI42-T090, HETI42-1253, HETI-02-17261 HETI42-1728, HETI42-1736, BETI42-1742, HETI-02-1763 and HETI-02-1765J issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13- 0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Oufswing Aluminum French Doors - L.M.I.", approved on 06/06/13 and expiring on 06/05/18.I 1. New Evidence submitted. A. DRAWINGS 1 1. Drawing No. FD-2003 Rev G, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6th Edition) code compliance and update of glazing interlayer. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). �� u ICU .a Ishaq I. Chanda, P. E. Product Control Examiner NOA No.17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E-3 Lawson Industries, Inc. E. MATERIAL CERTIFII 1. Notice of Acceptance DeNemours) for the " 2. Notice of Acceptance Ultraclear, Clear an F. STATEMENTS 1. Statement letter of 11/17/17, prepared G. OTHER 1. This NOA revises # No. 14-0916.11 issued to Kuraray America, Inc. (Former E.T. DuPont Sentry Glass ® clear & white interlayer", expiring on 07/04/18. No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol 1 Color PVB Glass Interlayers", expiring on 07/08/19. formance to FBC 2017 (61b Edition) and "No financial interest" dated the manufacturer, signed and sealed by Thomas I Sotos, P.E. , expiring 06/05/18. �e,1•,4 1 • (LtS•�.� haq L Chanda, P. E. Product Control Examiner NOA No.17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E-4 i i I IMPACT FRENCH OUT -SWING DOOR BILL OF MATERIALS 1TBM / DRA'G PART / REQD. DESCRIPTION REMARKS 1 L-901 LII-098 I FRAME HEAD 6063-T6 ALUMINUM 2 L-902 LII-097 1 FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM ' 4 L-904 LII-09G 2 SIIELITE JAMB ADAPTER 6063-T5 ALUMINUM 5 L-906 LII-092 2 x Panel PANEL TOP L BOTTOM RAIL 6063-T6 ALUMINUM 6 L-9D7 LII-091 1 x panel HINGE STILE 6063-T6 ALUMINUM 7 L-905 1.II-094 11 x panel LOCK STILE 6063-76 ALUMINUM 8 L-909 LII-095 2 x panel IIP L BOTTOM RAIL ADAPTER 6063-75 ALUMINUM 9 L-911 LII-085 AS REO'11 1/4 ROUND ALUM. BEAD - 7/16' 6063-T5 ALUMINUM 10 L-912 LII-087 AS REWD 1/4 ROUND ALUM. BEAD - 3/8• 6063-TS ALUMINUM -It._. FD-624-2 L-9DB 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 WS-001 TP 3286 AS REG'D.- Bulb-Vinyl-Wts'p.-Team-Plastics, Inc See Material Composition at Sheet 6 13 PVS-OD1 "x AS REG➢. VTSP. 2 TOP/BOTT. RAILS Schlegel FS-1B7's-X 210'h._ 14 PVS-002 ■ AS REQIL jWTSrP. 2 FRAME HEAD L JAMB Schlegel PB - 187'.. X .330% LS L-910 11I-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16. FB-619 FD-619-1 2 x panel STRIKER PLATE 6063-TS ALUMINUM 17 FD-631 LII-086 AS RECD. GLAZING ADAPTER 6063-T6 ALUMINUM 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (8 TOP L BOTTOM OF LOCK STIR 19 1`31-621-2 HC-024/G25 1 SET DOOR LOCK / DEAD BOLT SET KWIKSET - Series 690T COINED 20 FD-621-2 HC-024/025 I SET DOGR LACK / DEAD BOLT SET SCHLAGE - Series FE350 COMBO 21 FD-621-2 HC-024/025 1 SET ➢OOR LOCK / DEAD BOLT SET DEFIANT - Serles B3l COMBO 22 ■ FS-035 AS REQ'D Fran. Install Scree - Head (See Notes at sheet 4 of 6) 23 ■ FS-035 AS REWD. Fran. Install. Scre - .1-b/SDt (See Notes at sheet 4 of 6) 24 ■ FS-026 8 IFRANE ASSEMBLY SCREW #12 X 3/4' PH.-PHL 25 ■ FS-012 AS REQ71 IJAMB ADAPTER SCREW #10 X 3/4' P.M. -PHI. 26 FD-634 I LD-171 AS RED71 1/4 ROUND ALUM BEAD - O/16' 6D63-T5 ALUMINUM 27 ■ I FS-043 a 1GLAZING ADAPT. ATTACH SCREV e8 X 1 1/4' FR-PHI. 28 ■ FS-049 2/Panel Double Roll Assembly Screw 3/88x2 1/4' Hex Screw L Nut 29 ■ ■ AS REGO). NEUTRAL CURE SILICONE Schnee -Morehead SM-5731 30 ■ ■ AS REWD. NEUTRAL ORE SILICONE ➢a. Corning 899 31 ■ ■ AS REWD. NEUTRAL. CURE SILICONE Trenco S-500 32 ■ AS REWD, Laminated Gtass see Pg. 5 Dupont - Sentry Glass Plus 33 ■ ■ AS REO•D, Laminated Glass see Pg. 5 Dupont - PVB 34 • ■ AS REGM, L.Nnated Glass swe P& 5 Saflex - PVB 35 ■ HC-002 2/Ponel PANEL ASS'Y ALUM. PLATE 1 1/2'x 2'x 1/8' (6063-TS ALUM) 36 • HC-004 2/Panel Ponnt Ass'y Full Lerght Rod 3/8'111 20D Rod, Plot., Flange Nut 37 ■ FS-011 a HINGE ATTACHMENT SCREW 010 X 3/4' P.M. / PHI. 38 ■ FS-044 12 SIDELITE ATTACHMENT SCREW N10 X V PH/PHIL. - (17' CC No.) 39 HC-006 62PPOSOBGI 6/Jamb 1/2' Do. Hale Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 40 HC-007 62PP087EGII 2/Pmet 7/8' Dia. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 41 ■ HC-010 1/MILT FLUSH BOLT SRI Plug - Nylon 6-6 SUNC13PLASTICS Inc. Rockwell M-79 42 L-913 1II-086 AS REWD. 1/2 ROUND FALSE ALUM MUNTIN 6063-T5 ALUMINUM 43 ■ ■ AS REIM INT FALSE APPLIED MIHTTW 1.25• X .022• STOCK ALUMINUM 44 L-915 FD-623 AS REQ'D. FRAME HEAD SHEAR RATE 6063-T5 ALUMINUM - 4' long 45 L-916 LII-117 AS REG'D. FRAME LOW SILL - 13PTI13NAL 6063-TS ALUMINUM 46 FD-635 HC-050 1 TVO-POINT FLUSNBOLT LOCK 13PTIONAL ( FOR -/- 76.0 psf DP) 47 FD-626 FD-626-1 2/Ponel FLUSH BOLT GUIDE ALUM. ANGLE 1 1/2'x 1 1/2'x 118' AL., 6063-75 4B FD-627 FD-627-1 2/1'anet 2-Point Lock Bolt Guide MIQE 3'X 31x 1 1/2'x 1/8' Alum. 6063-T5 49 ■ ■ AS RELIT. Joint Sealant- White Colored 'Purvis Ca' Super Se.1 50 F➢-638 He- 1 SET LOCK ACTIVE HANDLE L TRIMSET ASHLAND IV520LA-A 51 FD-637 He- 1 SET MULTI -POINT LOCI( ACTIVE ASHLAND GVSUO-STACT5 52 FD,640 He- 1 SET LOCK PASSIVE HANDLE L TRIXSET ASHLAND IV52GLA-P 53 FD-639 HC- 1 SET MULTI-PODIT LOCI( PASSIVE ASHLAND IV5110-STPAS4 54 FM-641 He- 2 x panel Mut*-Point Lack Bolt Guide NYLON 6-6 Rockwell M scale 79 N FS- 4/Guide t Guide Attachnent Fastener R6 x 1/2' PM/PHIL 56 Fii,12 He- I I X Lock jL.ck Top Mount Adapter NYLON ADAPTER 57 FD-643 HC- 11 x Lock ILock Batton Mount Adapter JNYLDNI ADAPTER 145 1/2' Max Unit Valth Sldelite same ember epecla8 Swing Parwl VNth es afil Panel Width Al (33 13/16' max,) A (35 3/16' max, 5' B50• maa ! 1a SEE 03 ALTERNATE BOLT )US SHEEP/ \ 25' Max. DLO Wldt y J t"tin C /,• D E D �� Q N Y Y Y XZ = v m Active Inactive m dF a -=-a- "o - --- j 3 a. c 6 E� Sidelite d.ad-halt -- -_ _ e F - y £ Ln s cy h�r�"� 2 1 � BOLT ArsEFr Side 1 3 its e75 g' 5 3/1 1/ L4 ,5 HEFT �1 OF 6 FOR Cat Sldellte) 3/4 12 3/4' 4 4 1/2• 14 1/8' /4 3/4 ANCHOR NOTES: 1. SEE ELEVATION AT S m ANCHOR D.C. MAX. SPACING AND LOCATIONS. (max, act°j`ve panel) Inactive p'nneU Sii2E: 2. SEE SHEET 4 OF 6 FOR INSTALLATION J. SMILE ANCHOR PACING 0 FRAME HEAD & SILL. MS TYPES."OXXOe 9eme anchor spacing EXTERIOR ELEVATION at 1''ame need & III 1). quALIFISS EONGLE & MULTIPLE PANELS (SEE ELEFATTONS).NOTES' 2). QUALIFIES IIAH1's wrrH AND w1TH0UT SIDE=s 1). THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014-5th EDTION & 3). MALL FRAME SIZE 145 1/2'w. I 95 3/4"I. OEXO 2017 - 6th EDITION). 4). EXI! & ENT' FALSE COLONIAL MUNTIN APPLIED W/SILICONE. 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF FBC CODE. 5). QUATIFFIES SINGLE OR DOUBLE BOTTOM RALS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 8). MA% LITE OPENING WIDTH = 26' TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 7). MAX DAYLITE OPENING HEIGHT = 83 1/8' 4). ANCHORS SHALL BE As LISTED. AND SPACED AS NOTED ABOVE AND ON 8). SEE ETEVATION AT SHEET 1018 FOR MAIL ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 9). ALL DHINNSTONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. , 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALLAT10N FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ewoullerlt&v16� ARE NOT PART OF THIS APPROVAL us. QWp{yytKWUbtbCFI.W (IMITATIONS: A.replawceC�No I %-/212 •dsr 1). MAX' DP - d:86 PSF W/ (4) Surface Bolts & Glass Types A B. C & D. Ezpirl■!■■... aas'. p (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 2). MAX. DP - ±76 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts of Inactive THOMAS J. SOTOS ) �. hA.� 3). MAX. DP - d:76 PSF W/ Flat Sill & must be used where water infiltration is PROFESSIONAL ENGINEER 6AnIt• 1'redu(I CeaueH not required or opening is protected by Overhang ratio greater than one. FL LTC. / A5226 4). MAX. OF - t**86 PPSS/Fq�¢//WW1 MuIU-Point Lock at Inactive 011 lS6j lli� �G Revision Natee: Barked to comply ./ FBC2007 & added Insulated /(I-active)+(1-passive) 8501 NW 90th St �1 �1 • drF';O�0,�, lY Glass 01/22/10 �1. 7 F V MEDLEY. FLORIDA 33166 Ashland Mult-Point Lock O1/27/11 RevLed to comply Tr/ 2010 FBC INDUSTRIES. I C. (305) 696-8660 MANDFAC7VRRR OF 49JIJTr ALDIONUM ILVDOIS AND GLASS DOORS S Revised to comply Tr/ 2014 FBC ar® as trt tmer naA a.gHa,Ae aet,4/Arae.r 76me sA..e Q= Revised to comply Tr/ 2017 FRC NOA APPROVAL 1GPACT FRENCH DOOR f of 6 A E OF : wz "'"a AV xeleaa 14saa Dit o"�i~i� "LaPorte" Impact" French Out -Swing Door Nelson Erazo Sae San/ E -- AW savc a.te ��M A"FO �eein FD-2003 a.wma t.a.b r 110 7/8' Max LWt Width Srin sE AI-TE'ANATE Pargrcl VWth �OfilONS AT S I I I I� C II IF A II D I, neyl II B 13Ln II H mA II II 73 5/16' Max Wt Width f Swing Panel c C 3 3/16' N II = r x$ _� II Active ® H N P ALTEANAE BOLT 3PdDO8S AT SHEET "OXO" ELEVATION 145 Ile Max UAt Width SEE ALTERNATE BOLT Sldellte s0Fn e5 AT SHEET Sring �33P 13/16 Width A (35 3/16 Width ) to 3 N MaKIX 0 Width H mr o C DII 1;II \ DII/,, x a =m II u u m " a II II II Ctive II 8 ra 2i/ L C //1 Active II a irx L II B II SEE ALTERNATE BOLT OaI a AT SHEET "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SMUT 4 OF 6 FOR INSTALLATION FASTENERS TYPES. Im 74 1/2.' 11ax Urit Width 38 5/8' Max 38 5/e• Max lkdt Width Unit Vldth Sldellte BSTEAR SALT SEES TERMATE IT Panel Vla<h A �}I/ OP'II N5 AT SH r[l 33 13/16' Max 25DL CI. I VWt I II DI i% II II D / 1 1 _ N N N pA I N II FII GI c2 r vm II A II x xm x xa, G n g gg =.: a= AC,,,- G ps a jJLL R 019 \ H \ 1 ALT��p BpL �OPIIONS AT 9EEfLT ��0SP�11ON5 ATu�EEf T \ `6rh TASI�iEE" J af6 aaf 6 3 f6 VATION "OX" ELEVATION "X" ELEVATION "0" ELEVATION APPROVED CONFIGURATIONS 1. ALL ELEVATIONS ARE A GRAPHICAL. REPRESENTATION VIEWED FROM THE EXTERIOR SIDE 2. FALSE COLONIAL MUNITNS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. llimm i'iGNIGM d ==Fang vft dx rddlBt. .Ns ZI •Dy E A L FL :rr: M. �. Ashland Malt -Point Lock 01/27/I1 * ReTlced to oampW w/ 20LO FBC Ravlsed to mmply w/ 2014 FBC Revleed to comply w/ 2017 RBC OF '� z Nd an Erezo /0 QP ��c� wn". Nte Neleoa }Yeao of 20 17 awe 'faPorte' DIPACP FRENCH OUTSVOG DOOR - DEBiGN LOAD CHART PANE.MMEl H6Ia87 AC70AL �e ��) NUK= OP DP MASS TYPE 'A7 A: 'E• +/-(PSF) PAID, ' (INS) DP ( PSF ) GLA6.4 TYPE 'B' +/-(PSP) GT/S3 TYPE 'C� +/-(PSP) CLASS TYPE +/-(PSP) T Ore • HP.f�am • MM • 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 77' r(5) ±B6D 11 3/16- +76.0 176.0 176" +86.0 17 3/16' ±76.0 +76D +76.0 T ±86D 23 3/16' +76D ±76.0 ±76.0 ±86D 29 3/16' +76D ±76.0 +76.0 ±B6D 31 3/16' ±76.0 ±76.0 ±76.0 ±86D 35 3/16' +76D ±76.0 ±76.0 ID 1/4' 16 1/4' 22 1/4' 2B 1/4' 301/4' 34 1/4' 93' r(6) 6 ±86.0 11 3/16' +76D +76.0 +76.0 6 +B6D 17 3/16' ±76D ±76.0 ±76.0 6 ±B6D 23 3/16' ±76.0 ±76.0 +76.0 6 186D 29 3/16' ±76D ±76.0 ±76.0 6 ±86D 31 3/16' ±76.0 +76.0 ±76D 6 +86D 35 3/16'1 +76.0 +76A +76D • 0 PAROUKESIS INDICAT64 if OF ANCHORS AT FPAL@ 11B. ouiwmo w�c. 8501 NW 90th St. LA P f S ON MEDLEY, FLORIDA 33166 IEs, INc- (305) 696-8660 MANOFAMIUBBB OF OOALITF ALOMMUIf YLIMOPS AND "ASS DOORS .QA rfat M Mr Abd Cd rmfP 8"4y1f•R•C Tfe.v SAnC NOA APPROVAL - 61PACf FRENCH DOOR 2 OF 6 "La Porte" Impact" French Out -Swing Door FD-2003 3/16' TAPCON W/ 11/2' (SEE MIN EMBER NOTES BELOW FIR SPACING) 5/16' T/ 2 x CRT.) WOOD BUCK INTERIOR SIDE I x (P.T.) W00➢ BUCK 1 1/2' M SEE ELE Ile MAX MAX SHIM TYP. (SEE NOTE 3, SHEET U SHEET I 3 4 3 LOCK STILE 4 r JAMB MULLION 19 20 21 15 16 MUWON JAMB 6 17 38 46.+*` 38 6 Active 7 7 Inactive 6 12 6 17 6 38 2712 33 SldeUte 39 36 17 Sldellte 12 23 Y _ 1 L/e MIN E➢. D —_—_ --- -_ TYP } : I I '}'• : ":: `• + I DLO Width 4—A 17 9 10 9 10 F• Panel Width 27 14 14. 11 L I' MIN EMBER OEXIT:RIOR SIDE nnx4SHIM O O TYP ,•OXXO" UNIT WIDTH MIN EMBI 18 46 Active DRIERIOB SIDE IAlERIOB SIDE Inactive Active Inactive O ,H E10TIIIOR SIDE 8>QORIOA MEE3 LeJ E4 L_J LOCK STILES WITH FLUSH BOLT LOCK SITES WITH TWO —POINT LOCK & FLUSH BOLT DiTERIOR SIDE EXTERIOR SIDE �JD 1 22 2' Sill SUL Height 40. 4 •MIN ,INTO •. . " '�: '� 1 �: EMBED. ' 3500 PSI CONIC (TYP.) 1 WE MIN EMBED. W/ (YIN. EDGE DIST.) CSM SHEET•I OF 6 FOR LOCATION AND SPACING) B2 OPTIONALA— DOUBLE BOTTOM DAR T191 TWO —POINT MULTI —POINT )SAX. DP m *76 PSF WX OP m t86 PSF OPTIONAL LOCK DETAILS J. :it TE OF SPACING ANCHOR NOTES' I. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. # I # 18 2. FEASTENER REF 6 FOR INSTALLATION / 3 \ uticrREVNS MOV09 IheYnti' Fbdia Active OPTIONAL BOLT Inactive W TOP RAII. J3 P DNf<-!� ' &_ 17 IIt1ffDOR SIDE Active Inactive �+` 5 3 13 45 12 /� 1 Helgh�tl 16 # 1e (•) OPTIONAL SILL I �'�M};N� EMDED, INTO ' 3500 PSI CONC. RYP.) �v2• HIND TAPC11 W/ 1 1/4' (YRl. EDGE DISf.) 23 grI.T. QPTIONAL BOLT 0 BOTTOM RAII. C SEE DETAIL E3 FDR MOUNTING LOCATION) FLUSH BOLT & TWO -POINT LOCK LBBTATIONS: AT NO MORS 6 SIDELITES WITH THIS SILL TO BE 9S I/4' MAX. FRAM HEIGHT, 1). MAX. DP - ±86 PSF W/ (4) Surface Bolts & Glass Types A, B, & C. THIS TYPE OF SILL IS LIMITED TO +/- 76.0 puf DESIGN LOAD AND MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 2). MAX. DP - ±76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF Lock (active)+(2) Surface Bolts 0 Inactive OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT 13F THE WALL WHERE TM D. , IS LOCATED. ion Noter. �• A VY,,V/ 1 pp71/ 8501 NW 90th St. S® T :d fn comply w/ FEC 2007 & added Ued Glees Ol/22/10 .�1LYd/J. V Y MEDLEY MEDL, FLORIDA33166 ad Yalt-Point Inck 01/27/11 INDUSTRIES INC. (305) 696-8660 Id to comply w/ 2010 nC lldNOPIL79RSR aF QUAUTY ALMOMM FINDOIS I M CUSS DOORS A to comply w/ 2014 FBC Ora" aa.c fvC er..e n�rt a.ap�y, s.we protra Ae.w• sous Id to comply w/ 2017 FBC NOA -16AL DIPACT TRENc)1 DOOR S OF e Naaan &=a D 1 01° /117 "LaPorte" Impact" French Out —Swing Door A` Nelson Erato Ol/� 2 n.te. x VU_ jr-o r. Dn .V 5 m,Em Ifwi,faa fMa � FD-2003 r_ 5/I6' TAPCON V/ 1 5/16' TAPCON V/ SEE MIN EMBED 1 1/2' MIN EMBER BELOW FOR SPACING INTERIOR SIDE I x CPT) WOOD BUCK SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING 1 x CP.TJ VOID BUCK (SEE NOTE 3, SHEET 0 CSEE NOTE 3, SHEET ll 3 - / INTERIOR SIDE 3 - INTERIOR SIDE 3 a'e'::. 3 LOCK STILE 3 LOCK STILE }: AMB 19 20 21 LOCK STILE JAMB ' 46 ,; JAMB 19 20 21 t9 20 21 _ 6 7 29 30 37 6 23 �P .�•9 30 46 ` 39 15 ' t"�. 39 12 6 17 31 7 �' ;P"' �6 7 +' Active 7 Innctive ^7�• .+: 3 .� • _ Active Active 7 17 - - - _18 _ 9 10 3 YP. 3 0 10 A' iEDc6 DIEP. T.) 36 ..• O E O MAX X12 Ty 4SHIN Ti O OAR E BO)J I 1 1/2' _ - -- — - - _G_ _ TYP, h o G2 2 Olrta E]o3FD.) 11 UNIT WIDTH I 2' _� _EXTERIOR SIDE EXTERIOR SIDE MIN, EMBED uNIT WIDTH �-- yr "" EXTERIOR SIDE 50 51 mn. TYP INTERIOR SIDE raonDeFltsv�6p 5/16' TAPCON V/ 5/16' TAPCON V/ ��P�S$latti l0e ' 1 21 MIND 1 1/4• MIN 1 1/2. /2 MIN EMBED. LOCK STILE 3 �atgtf.L 56 57 NOTES FOR SPACING) EDGE SEE NOTES FOR SPACING 19 20 21 MULLION 4 No I7 it is RofActive 7 _ INTERIOR 9IDE 2 P.T. VD. t t/2' MIN ?• •/� -" •ti"��. 1 x (P.TJ VOID HULK 46 DCK STILE I }� BI�CK CSEE 29 30 31 38 MIN EMBED -'�-'/ NOTE 3 AT W' ��'" •` • '` CSEE NOTE 3, SHEET 1) 7 6 TYP r SHEET () ;+'Y 12 Plodr�lCaae171 e Active Sldellte 1 , 4/1 4/ �• 1 1/+ Max{ SHIN TYP. 17 G3 3 HEAD 9SHIN TYP. HEAD EXTERIOR SIDE 4 O13 A 8 22 12 13 Al 8 O 2 s t 1z 14 38 Sldellte ERTERIOR SIDE 5 5 Attnchnent Scree C 6 Scrers @each Sid. of Jambs, O 27 18 - 12 to.per Sldellte > DITERIOR SIDE 9 30 31 50 51 F = nNTERtoR sIDE 52 53 9 10 3 LA SAT GLASS W 9 10 LOCK STILE F- = F EXTERIOR SIDE 56 57 � w w x 42 Z z a w = 43 Active 7 7 Innctive a a INTERIOR SIDE a Q 4 17 v Hie.. oc EXTERIOR 9IDE 17 5 tfi 5 EXTERIOR SIDE E2 12 13 1 12 13 2 12 O J. SOTOS PROFESSIONAL ENGINEER FL LTC. •.6¢27b INSTALLATION FASTENERS NOTES; '1X BUCK" MINIMUM REQUIRE O F QTEN R FNGTH HEAD: 5/16' X 3 1/2' Long TAPCON(- JAMB: 5/16' X 2. 3/4" Long TAPCON(-) MULUONS: 5/16' X 2 1/4' Long TAPCON(-) (•) TAPCON BY "ELCO ❑. A ON" '2% BUCK' MINIMUM REQUIRED F STEN R LENM HEAD: 5/16" X 3' Long TAPCON(-) JAMB: 5/16' X 2 1/4 Lang TAPCON(-) MULLIONS: 5/16' X 2 1/4' Lang TAPCON(-) (•) TAPCON BY =.Cn ULTRACON' AT SILL- 5(16' TAPCON w/ t 1/2' MIN. EMBED. INTO 3soD Psl coup. MIN. MOTE: ALL FASTENERS y( 1 1/2' MIN. EMBEDMENT 1 1/4' MIN EltrE DISTANCE & 1/4' MAX, cHil SPA ANCHOR YIELD STRENGTH Fy-155kei ANCHOR ULTIMATE STRENGTH Fo 177w • ALL TAPCON LENGTHS 'L' SPECIFIED ARE Y!N➢WYS ( SHE ELEVATION AT SHEET 1 of 6 FOR ANCHOR YAtL SPACING AND LOCA71ONS ) O •eaeb•^�. ~`":•�UQx" Rerised Notm: ,{J �j�j �`� 77�� T B 23 E' B 1 23 �— a % ♦i Revtxd to comply w/ FHC2007 &added /B (i/(J/ ® ® J / 8501 NW 90th St Z' �� '+NSF•. 1Dealete4 Gle® Ol/22/10 ..111LLLJJJ�I�L ®9 j`J 1 0' MEDLEY, FLORIDA 33166 t ":+'' H111ht r Slll •�� Aehlead Yult-Point Inct 01/27/11 S ivo. (305) 696-8660 SILL 9 SILL ?:`.1Nelght * Revl.ed to comply w/ 2010 PSC 1GNOiJ(74IR88 OF 0v4u1raLmmvmr trJlmOrs AND saAss DOD1Ls .: ,•y,:. ' T ..- -,. * Revleed to comply w/ 2014 -FBC to.. cTa+.: tjwt amc e`a4 s..Ig4r+4.a TAma• ' ,• • ^, .� w' I • `7 • + �'"• a Reeiaed to comply w/ 2017 FBC NDA APPROVAL IUP= F1ff1iCM DOOR aA.+t 4 OF B 'I �' MIN EMBED t : '• •'� •� 1 MIN EMBED. INTO ~":',':'•i ': :• •i• TYP .• :I•i', .'•� �: ; �.�: +.;� ��• 7 OF Nelson Btuo 7, t • 1 3500 PSI CONC, p w� 11 01 L7 "La Porte Impact' French Out —Swing Door i 5/16' ELCO TAPCC i W CTYPJ �a —I 1 1/4' 1 1/2' MIN ENDED. EneE msr.) 1 1/4' Li �/HR1O.'.t�Ag6� Nelson Erezo 01 20 12 (SEE SHEET 1 OF 6 FOR SPACBM Ct LVIt 1;•7�'y (MM (IYHL EDGE D sr.) DATE ai, /ON ALF t�a� °ia1 n.L. ao+ •e.. `~"~� ° a o`ro d ei FD-2003 a'"`'`°"'"°'` G I -'-- Sa PT AlTM30ET/T M v4 =e a (lox r KLMUL, � y !aa ` I1 r / \•• •-,y-_3isn6 an19tE wvE m smc DnMUOR SIDE 17 Glezing Adapter iI/a'IGla¢ing Depth 3D 31 na I _ _ _ - _ 7 GLAZING TYPE & DESCRIPTIONS .466' 0 A Laminated Glees b DaPont - Glass a "A" ITEM DESCSIPTION DETAIL 32 4• -- C nay 1 2 3/16' Areealed .090' SentryMoss Interlayer 3 3/16' Mnenled OR ERBn S1DEm�' or C by : see below (SEE TABLE V/ CORRESPONDING ASSEMBLY DETAIL SIDELITE/JAMB ATTACHMENT DETAIL GLAZ➢r TYPE 6 ➢ES(RIPTIONI 1/4 Round mo AClLSS xaC��rh 3 Bead 9 IO FFTRRTnR STI1F. .340 0 A Laminated Gleee bWv Du out - Glees a 'B' 17SY DESLBIPfION DEr1B. 39 1 1/e' Amenled T r ns�r 2 ,090' TROSIFOL PVH InterinYer 3 1/9' Amealed ° SHADISEALANT 3DnAR ---�_ xo)D NrAmt m c sFALm SDmAR m SILL / T� (�( aF ANB REIaVE /n i � INTEaUI a - - — GLAZING DETAIL #1 —'A•--_SENTRYGLASS bye Kuraray Anerlca, Inc 'B' - TROSIFOL PVB byi Kurorny-Americo,-Inc__ 'C' - SAFLE% PVB by, Eastman Chemical Ca, .340 0 A Laminated Glass b Solutia .- Glass e C rtnt n�clatPu➢x nsrAs 2 D1i SaMx PVD t gth d Glass ve• a nssr -r -3-- vfl'_xeat-Strengthened Glass INTERIOR SIDE Im[i ATTALToaxr 10 (Day].q �p r Cl 30coae saws rn 6 16' TE'TM Lw — am. v4• PHMnL / Laminated Olesa s/a 9 30 31 Types 'D' or W 33 34 GI Depth HINGE ATTACHMENT by : (Bee below) DETAILS Aait 001 /" (SEE TABLE v/ �(REmmmwG- _ _ GLAIING TAPE 6 DESCRIPTION - — _ HaL LEFT NAND NwDL LEK m n= e / 1/4' Insulated l I i Air Space v/ �V 1/8' Tamp. Glace t Sac mnna IIDtE ATTAaeSNi Am M D SrIaAAea SSwP1Ag�lRSppaLw" r• l'- G©azing Bead t e"'�"''PM "a PANEL ASSEMBLY DETAIL p4No 6112/-ZSH-3357 Ce 6 EXTERIOR GLAZING DETAIL # psi lmP mVE11 -moo o 'D' - SAFLE% PVB by, Eastman Chemical Co, mrTol un .wo 'E' - SENTRYGLASS bye Kuraray Americo, Inc, GLAZING TYPE & DESCRIPTIONS .340 O A Laminated Glass by Solafia - Glam Type D ITEl1 DascmMON ➢STAG. 1 ve' Heat -Strengthened Glass 2 D9D' SaFlert PVB Interim 3 1/B' Heat -Strengthened Gloss tyyw. 4 1/4' INSULATED AIR SPACE 5 vB' TEMPERED GLMS .340 O A Laminated Glass b Soln 'a - Glass Type B rm DESCE MON DETAO. Het-Strergt Glass ' Q L�• 2 .090' SentryGlass ]nter(ayer Z 3 1/6' Heat -Strengthened Glow n.�. 4 1/4. INSIE.ATED AIR SPACE 5 1/9' TEMPERED QASS a1T SME 0R SELF DRILLING Sr3lEVS a14 S14S GI SOS ➢RILLINa SCREWS 1NT0 METAL STRUCTLRE DVTO METAL STRUCTIIIa( fSEE NOTES FOR SPACIM 6EE NOTES FOR SPALwO 1'--II--D.I2s THc MIN. 1, 12 GAMIN. Nw mGE DIST. C6063-T5 MINJ Nw EDGE DIST. (fY = 36 KSI NwJ IluAsnwr ems• neimx - parr,:1e0-pbvs ' Wlri Meal [x0 na0 �Il s�I nbiL[-ss�e ___i t W I . 1 Si[R vp �Y , ►twDutrlf8yyygy with toe5.Ah + �1, + \11REFER TO APPROVED \ (STEEL IN CONTACT V/ ALIINL a men e•yord NBAM-DAOE NOA s PHa �•qd TO BE P1LATED OR PAtNTEIU Nrtal TN°mecc Metal Thkbe+s �1 1/4' MAY. SHIM TYP. .1 NA%. SHIN TYP. 1 1/4' Nw. ...._ ._. ____ _-__ /-5/16' ELCO TAPCON V/ + ��ales pA�eL�=�W.+.a�a� t I /ZIZ.OS F-+piraNlea lisle +� hadwa OWN lmb Lmid� w � iw Nc A ELGE DIST. Lwe, sasl• 1 1/2' MIN EMBED. V/ F- -1TYP (SEE NOTES FOR SPACING) -{ 1 1/2 TINEMBED. � 1YP I (SEE 'UnTES � iY� r., I I � (CONG TO BE 3 KSI MDD 2 x CP.TJ 1 11 AT 1 1 Y V000 BUCK MM } `, C~as 1 CSEE GEM, NOTE 43) h �• ; ^:; •, v4' MA)L SHIM TYP, L4' HAX, SHIM TYP. • THO J. SOTOS PROPSS910 ENGUMM FL VC. 55225 O HINGE ASSEMBLY DETAIL 11 #y-624-2 ' \\ : ;• 4Tt` r!!! ?Ql �i�� •'S O .� e` •. s • =, * ^ S : Q OF {•�0'� lTevlalon Note. BavlsLy W °amply w/ FBC2007 & added 1nealated Glace 01/22/10 Ashland Mult-Point lock 01/27/11 Revised to comply w/ 2010 FBC Reused to comply w/ 2014 FBC Bevlsed to comply v/ 2017 FBC 7 LA Y I ® T pY,V/YyW/ 1�pC,// 8501 NW 90th 5L IAEDLEY, FLORIDA 33166 INI77J8TR ES. INC. (305) 696-8660 AUNOPACMMR OF YGA=IZVMm( mmors AND cuss Doaw (� art L•� �, MOA APPROVAL 01PAC1 I FRENCH DOOR S OF a j/oi 17 "La Porte" Impact" French Out —Swing Door O�" f Dam �f°e 13PTICNAL INSTALLATION DETAILS MAY APPLY TO DOOR FRAME JAMB ANDRN FRAME HEAA (T1'p) FRAME INSTALLATION OPTIONAL DETAILS � DATE ��! �_\ ( S d•1{• i• ��'e`1(�`,\\ JO 1. �� area Nelson Bnzo 20/12 i J� n.le. � �R A !' " �'•s G FD-2003 99 I 7 '9 0 BOLT w� STEEL BOLT STEEL BOLT Optional Multi -Point Locks OPTIONAL 48 ANT (+/- 68.0 ps1 DP) Active STACTS Passive Ca_9z__ LOCK # LOCK yFLC-O60 60 ASHLAND ASHLAND OV5UD-STPAS (+/- 76.0 pst DP) HANDLE 6 TRLMSET HANDLE 6 TRINSET ASHLAND RV52014-A I ASHLAND OV5201A-P 1 1/2 FLUSH BOLT AND TWO -POINT LACK 49 ANGLE GUIDE #FD-627-1 , - `f 1.500 INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2" LONG #FD-825-1 2' 11/8' SIDELITE PANEL ALUMINUM PLATE 35 2" LONG #HC-002 .9" _1 STAINLESS Sim. SCLI w 00 5/i6• na SSS W- 760 psn <•) 3/0• t!b SSS (./- 860 P+F) INACTIVE -PANEL 18 FLUSH BOLT #HC-001 076 -]F- 11JF050 3.5 T- .875 .062 T- 460 J.98E=jj F;;� a 3.750 17 1.259 -1 •9� � .074 127 GLAZING ADAPTER 2B QUARTER ROUND #Ir910 BEAD O #FD-634 O PANEL HINGE STILE FD-838 OL-907 60 I .119 .730 I I 726 I 4.187 F- P-031 -r t� •808 ,098 HINGE -LEAF- 10 QUARTER ROUND 1.750 .075 11 - 0Lr9GH O(3/8 )-BEAD- - _ - BL-912 4.500 1.750 .687 065 O FRAME HEAD 1.812 -i #Ir901 1.25 r .100 r .064 �..0642.000 -{r.07U 5.05�-FRAME SIEL - 060 PANEL LACK STILE O .T .656 I O �Ir905 I QIr902 0.65 ,- I-r ~ 1.75 1.750 .808 QUARTER ROUND .Ofi6 .063 F O(1/4-) BEAD '�5 1.250 #L-811 .072 214T 1.625 019E Gas L ' D6s HALF ROUND 4,000 4500 42 FALSE MUNTIN O RAIL ADAPTER 072 .500 gL-913 8 �L-909 .094 _ O JAMB ADAPTER .082 100 T gL-904 Flot<i010 Yin FPVC Com 'ion -Team PIaMIo Inc. 4348 FPVC BIack Co ound Na 77D0-75 1.812 ,f00 I. PHY&CAL ASTMNO. -i .13E �- DOcaeheHudm. W. 10 sx 75 D3740 --F SP.E. Gsmity 1.45 D-792 J TemOe Snmgth,PSI 1640 D638 PANEL TOP & 0078 0.058 Ulm [la* twq % 340.0 D638 O BOTTOM RAIL FRAME JAMB 4.06E -� Modu3n (d}1003Lflmgatioa,PS[ 765.0 DAS $I-90B O ,yL-903 O FRAME HEAD SHEAR PLATE adfldtaa ,, -31.0 • D-746 FPVC WOIte: Compound No. 7267-75 PHYSICAL AST �' ��• DuomcrerNadoee •A•,lOFeo 75 D-22a0 1. ALL DIMENSIONS SPE Spm6a Gsmiiy 1.45 D-792 2. SEE ELEVATION AT TemBOSomgh,PSI 1640 DAB ANCHOR O.C. MAX. SPAC Uldmem 8lanpptian, % 325.0 D638 PROM Modulus® 10094flm8e600,PSI 765.0 DA8 us . IT, •-: /Q !�� IF`"S• Revised to comply w/ FBC2o07 & added tP ��' Ias0leted Glem 01/22/10 'a dahland Mult-Point Lock 01/27/11 _ Revised to 00mply w/ 2010 PRO Revised to comply w/ 2014 FBC Ir Revised to comply w/ 2017 FBC OF •' v 2� E.w - Nelson.. Dm 0� 1�17 .ly` - bBF Nehan'E- 01/ 0/12 L�C;iY� 9.ae bt.8. �L-915 26H8 CIPIED ARE IN OR 18 .too .saQ S[D3E7' 1 OF 0 FOR ING AND LOCATIONSCIL CFREVISE`R 4,500 � I then.Q4 FRAME LOW SILI.-1 sn No / _/Z/2.t%9 45 #L-916 is But (el NOTE REFER TO DETAIL 'B3' AT SMELT # 3 OF 6 9i ��/-FOOOR AADDITOYIAL NOTES AND LIMITATIONS. L A F 0 ��/T S ON MEDLEY. FLORIDAt33166 INDUSTRIES. INC. (305) 696-8560 MANUFACTURER OF QUiUrY AG/WNW MMOIS AND CLASS DOQRS eAu>a ,toe c..� „�. nw awF.t/M•ac rba. =3..a OA APPROVAL OIpACT FRENCH D00R 6 OG 6 "LaPorte" Impact" French Out -Swing Door ae A\eJm Av Au Rw4.fan.-- G FD-2003 MIAMI-DADE R DEPARTMENT OF RE BOARD AND CODE X NOTICE OF A DAB Door Company, I 12195 NW 981 Avenue Hialeah Gardens, FL 3 SCOPE: This NOA is beir materials. The documentati Section to be used in Miar This NOA shall not be vali Miami Dade County) and/i material tested for quality manufacturer will incur the such product -or material H by Miami -Dade County applicable building code. This product is approved including the High Velocit DESCRIPTION: Hurl Window Lite Option �(I I BY andiecountv Y AND ECONOMIC RESOURCES (RER) _TION DIVISION ANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidnde.gov/economy issued under the applicable rules and regulations governing the use of construction )n submitted has been reviewed and accepted by Miami -Dade County RER-Product Control i Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). l after the expiration date stated below. The Miami -Dade County Product Control Section (In, r the AHJ (in areas other than Miami Dade County) xeserve the right to have this product or assurance purposes. If this product or material fails to perform in the accepted manner, the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of :thin their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined -oduct Control Section that this product or material fails to meet the requirements of the as described herein, and has been designed to comply with the Florida Building Code, Hurricane Zone. Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" w/ +48.0, -52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive) and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 orlany 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. I 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 NOA # 14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera; P.E. NOA No, 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23,,2015 1/� J �Jry l� Page 1 P,A- MMALL `'ten STORY AENTECTS, 0911 L AA#m03379 05 APPROVED REVISE & RESUBMIT ® APPROVED P._': ORREC I ED ® REJECTED This revimv is only for general conformanceYlllh the design concept of the preject and general eompiiance F,Bith the info ,, atien given in the contract deLurr&,nts. Coreclions or comments made on tha shop drawings during this revlci+l do not relieve the Contractor from S o piiance wi item reguinOt re - mints of tie pia�as and specifications. Approvalspecific ine'lude approWr of an assembly of which the rem is a component. Con- tracior is Iaspons oie or. Dimensions to be coalbmead and correlated at the job sitte; Inf a„ation that pertains solely to the fabrication processes or to the moans, methods, techniques, sequences and procedures of construc- tion: coordination of the work of all other trades: and for performing all work in a safe and satisfactory manner. COO DAMBY: r, COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, I 12195 NW 98'h Avenue Hialeah Gardens, FL 3 SCOPE: This NOA is beir materials. The documentati Section to be used in Miar This NOA shall not be vali Miami Dade County) and/i material tested for quality manufacturer will incur the such product or material m by Miami -Dade County P 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: Huri�iicane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" w/ Window Lite Option (DP +48.0, -52.0 PSF) v ENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage 18, with last revision L dated 03/05/2015, sheets 1 thtough 6 of 6, prepared by Al- ;ned and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product with the Notice of Acceptance number and expiration date by the Miami -Dade County MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mismidadt.gov/economl APPROVAL DOC Door", dated 02/23/1 Farooq Corporation, Control renewal stan Product Control Seci MISSILE IMPAC' LABELING: A per number, the positive instruction drawing i statement reading '1v bottom angle, or inn RENEWAL of this in the applicable buildi issued under the applicable rules and regulations governing the use of construction )n submitted has been reviewed and accepted by Miami -Dade County RER-Product Control i Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). l� after the expiration date stated below. The Miami -Dade County Product Control Section (In rthe AHJ (in areas other than Miami Dade County) reserve the right to have this product or assurance purposes. If this product or material fails to perform in the accepted manner, the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of thin their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined oduct Control Section that this product or material fails to meet the requirements of the RATING: Large and Small Missile Impact Resistant anent label with the manufacturer's name or logo, manufacturing address, model/series id negative design pressure rating, indicate impact rated if applicable, installation 'erence number, approval number (NOA), the applicable test standards, and the imi-Dade County Product Control Approved' is to be located on the door's side track, surface of a panel. )A shall be considered after a renewal application has been filed and there has been no change code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or, manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date mays 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 NOA # 14-0814.08 and consists of this page 1 and evidence pages 111 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. I MIAMI•DADE COUNTY j./Vic IL PX NOA No.15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 Page 1 DAB Door Company, Inc, j A. DRAWINGS 1 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/19981, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Subm 1. Test Rel TAS 20; Engine. by Cand 2. Test Rel Test per Hurricat and seal 3. Test Rei 4. 6. Ved under NOA # 11-0414.13" )it on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, -94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane ng & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007, signed and sealed 3o F. Font, P.E. )rt on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure 'BC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Engineering & Testing Inc., Report No. IIETI-11-3206, dated 02/10/2011, signed d by Candido F. Font, P.E. )rt on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)", by Hurricane Engineering & Testing Inc, Report No. HETI-11-T101, dated 11, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0217.02" Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003 signed and sealed by Rafael E. Droz-Seda, P.E. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.08" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 04/2212014 and 07124/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date; April 23, 2015 ' E-1 I I I I DAB Door Comuany, Inc. C. Q E. F. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.01" 1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, date i 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted tinder NOA # 09-0128.01" 2. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0 2007, dat 12/18/2008, signed and sealed by Humayoun Farooq, P.E. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL UERTIFICATIONS 1. Notice of Acceptance No.13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Street Products, approved on 11/28/2013 and expiring on 07117/2018. 2. Notice of Acceptance No.14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/1012011 and expiring on 01/1112017. 4. Noticelof Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No.10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA # 05-0228. 02" 6. Test[Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. BETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test ofj"REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. I STATEMENTS "Submitted under NOA # 14 0814.08" 1. Statement letter of code conformance to the 5fl' edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. E -2 4 oRfll- Za1S Carlos M. Utrera, P.E. Product Control Examiner NOA No.15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 7-1/2- x 2-1/4- X 18 GA.- GALV. STEEL CENTER HINGE -- - PUSH NUT o W/ (4) {114 x 5/8- sus �'o WITHOUT DELRON SLEEVE (STD.) `\�\ 6 7-1/2" X 3' X .071" GALV. STEEL t 00 1 END ROLLER HINGE t w/ (6) #14 x 5/e sMs I o 0 WITHOUT OELRON SLEEVE (STD.) 0 WITH DELRON SLEEVE (OPTIONAL) 7-1/2- X 2-1/4- x 071- 1 O O GALV. STEEL. CENTER HINGE 1 -W/ (4).#14_X 5/8' SMS LOCK \ ` 0 WITH DELRON SLEEVE (OPTIONAL) _ 2/ ODOR \\ I CENTER HINGE , 1' W X .15 THY. LATCK,` - 1 STANDARD LOCK \ r \\ SPRING LOADED SLIDE BOLT (BOTH SIDES FASTENED W/ (4) #14 X 1/2- S.M.S. L 5/8- MIN. LOCK ENGAGEMENT B CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS .155 DIA. GALV. AIRCRAFT TYPE CABLE & NICO-PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7"X3"X0.1' STEEL PLATE WITH (4) #14 X 3/4" SELF DRILLING SCREWS BRACKET STD. LIFT DOOR TOTAL A OF DOOR 'U' BARS AT HEIGHT CONSISTS OF EACH DOOR 2 SECTIONS 18' 2 SECTIONS 21' V-9' I SECTION 18' 3 SECTIONS 21" 7' 4 SECTORS 21' - 7 7'-6' 5 SECTIONS 18' - 7-9' 4 SECTIONS 15" 1 SECTION 21' W 3 SECTIONS 18' 2 SECTIONS 21" 8'-3" 2 SECTIONS 18. 3 SECTIONS 21" a' -a' 1 SECTION 18' 4 SECTIONS 21' V-9' 5 SECnONS 21' - 9' 6 SECTIONS IV - 9'-3' S SECTIONS 18 1 SECTION 21' 4 9'-6' 4 SECTIONS le' 2 SECTIONS 21" 9'-9' 3 SECTIONS 18' 3 SECTIONS 210 10' 2 SECTIONS 18' 4 SECTIONS 21' 1O W I SECTION 18" 5 SECTIONS 21' 10'-6' B SECTIONS 21' - 6 SECnONS 16' 1 SECTION 21" I1' 5 SECTIONS 111' 2 SECTIONS 21' 11'-3' 4 SECTIONS 18' 3 SECTIONS 21' I1'-8' 3 SECTIONS 15' 4 SECTIONS 21' 1V-9" 2 SECTIONS 18' 5 SECTIONS 21' S 12' I SECTIONS 18' 6 SECTIONS 21' 12'-3' 7 SECTIONS 21" - 12'-G 6 SECTIONS 18" 2 SECTIONS 21' 12'-9" 5 SECTIONS 18" 3 SECTIONS 21' IS 4 SECTIONS 18' .4 SECTIONS 21' tY-3' 3 SECTIONS 18' S SECTIONS 21' IW-6' 2 SECTIONS IB" 6 SECTIONS 21' IS-B' 1 SECTION 18' 7 SECTIONS 21' IV 8 SECTIONS 21' - 14'-3" 8 SECTIONS 18" 3 SECnONS 21" 14'-8' 5 SECTIONS IS- 4 SECTIONS 21' 14'-8' 4 SECTIONS 1W 5 SECTIONS 2V 6 IV 3 SECTIONS 18" 6 SECTIONS 21' 1W-3' 2 SECTIONS 15' 7 SECTIONS 21' SEOf10H III, 8 SECTIONS 21' 15'-9' 9 SECTIONS 21' - I6' 6 SECnONS 18' 4 SECTIONS 21' BRACKET LOW HEADROOM DOOR OPTION TOP FIXTURE 5-1/2' X 2-3/4' X 0.1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH (6) J14 X 3/4' SELF DRILLING SCREWS SEE SHEET 4 FOR TOP BRACKET OPTIONS CENTER STILES SEE SCH. 'A'� OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE r — A 1AMINI 17Q1 IVA 6 � `\�Ir ' L7-7/8' X 3-1/8' X OPTIONAL VENTS .DID- STEEL PLATE L (3) 5' WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE L A WITH (4) #14 X 3/4' SDS OPNG. AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN- I P 16'-2' CENTER STILE DAB DOORS INC. INSIDE ELEVATION OUTSIDE HANDLE END STILE Hurricane Master® Model 824 811 RAISED PANEL EMBOSSED DOOR / Max. Size 16'-2" X 16'-0" High With Window Lite Option 114 X 3/4' SELF DRILLING SCREWS MAY 13E USED IN LIEU OF #14 X 5/8' SMS DESIGN PRESSURE RATING = + 48.0 PSF LOCK BAR OEND INSTALLED D STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 52.0 PSF n WITH (a) g141a x s/e' snls GENERAL NOTES Q .1BT X .6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014) ON EACH SIDE OF DOOR CENTER STILES SCHEDULE 'A' INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). CENTER STILES CONFiGUMTION 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. OUTSIE KEYED LOCK ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DOOR WIOMS OF CENTER STILES DRESSING OR STUCCO. 9PTIONAj LOCK BAR G SHOWN ®��- I ®® Ip�-0� TO 9;, 100. a ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL ALTERNATE TO 12'-0' ir1 IS'-fo" J 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE 8'-0' TO 9'-10' I THESE DETAILS ARE NOT PARE OF THIS APPROVAL t4'-0' TO 15'-10' e _ DOOR W107H5 15'-11' TO i6'-2' S 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOOR TESTED IN ACCORDANCE WITH THE REOUIREMENTS OF FLORIDA ®Ip pl ® �r BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND � ® ® � ®®Ip II ASTM E16B6-OS/ASTM E1995-09. . DPI __ �I J—+I-ten —Irl Fngr. JAVOMNLNiMAD L 10'-0" TO 11'-10- 11 If It L 14'-0' TO 15'-10" FIA PE 592 MOL7M RENEWED CAN. DOOR WIDTHS DOOR WIDTHS -.� Wmft mm" _ �I��II� �'� ®® ® V�I 0�'1 ��XI� �6��pI� A/4sp�1e N6 0/0� I�1—' I WWII ® — OEM - - 02015 �; REFER TO SHEET 2 I_ 12'-0' TO 13'-10' � 1h1A N4TpT 15'-11" TO 16'-2' FOR U-BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS i 3 c � 3 drawing no. 98-05 h 15" 1-1- F! c. \ WN ,v 0 a dell: 02-23-95 � a O df. UID chk by: IIINiIl�l=llWfl n0 O e e5cn Ion H '0"3, 11 NO CHMGE THIS SHEET I 07215; NO CIONGE THIS SHEET J 09.1&14 NO CHANGE THIS SHEEP H 11.07.1! NO CINNGE THIS SHEET 1151 11 Fill T 24 GA. ROLL FORMED STEEL SECTIONAL GARAGE DAB DOORS INC. 12195 N.W. 98 TH. AVE. HIALEAH GARDENS, FL. 33018 TEL (305) 556 - 6624 a : L-E- a� u FAROOQ CORPORATION �ja IEERS & PRODUCT DEVELOPMENT r S.W. 87 AVE T I. FLORIDA 33174 0512648 100 FAX MM 262.6978 �r 16 GA. X 2-1/4- % 3/4- X 2- CALV. STEEL U.BAR REINFORCING TRUSS O BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO W/ FOUR #14 X 3/44- SELF DRILLING S. I 1/2° X 1-3/4- X OPE 0 TOP & 151 SECTION (BOTTOMI REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16° X 1-5/8° LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S.G. _ 7-3/16" I 1.9' X 2.19" X 3.3" X .090' STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING STEEL TRACK 14 GA X 2-1/8° X 1' (STANDARD) 12 GA X 3-5/16° % 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8' TRUSS RD. SLOTTED M.S. 8: LOCK NUT Q 24 GA STEEL PANEL 0 I m ® FLAPS BENT OVER PANEL 1 2 n 2 W 1 1 000 IS� - - 1/2- PUNCHED HOLES I 0 u _ 04'O.C.cy 0. -- USE REINFORCING 'U' BAR AT I Q 0. Q Q S 18 GA X 2-1/4' X 3/4' % 2' - -� TOP SECTION ONLY AT FOUR -SECTION DOORS GALV. STEEL U.BAR REINFORCING TRUSS - 3 TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES -`� W/ TWO N 14 X 5/8- S.M.S. AND TO END STILE W/ FOUR 14 X 3/4" SELF DRILLING SCR. J. I INTERMEDIATE SECTIONS REINFORCING VAL STOP MOULDING IOR INSTALLER /14 X 5/8' SMS 6 PER HINGE 1/2" X 1-3/4' X .058" FORMED STEEL. GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16' POP RIVETS 1-7/8° X 2-5/8- X .049' STEEL CENTER STILE. GLUED AND RIVETED �TO PANEL W/ (4) 3/I6' RNETS POP 14 X 5/8' S.M.S. r 4/ HINGE I W 3/16- POP RIVETS I AT 4- O.C. ' m (6) FOR 21" STILES - - (5 FOR 18' STILES M L.i 16 CA X 2-1/4' X 3/4" X 2" vi Q CAW. STEEL UBAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO d 14 X 5/8- S.M.S. AND TO END STILE END STILE Z ~ Z e W/ FOUR 9 14 X 3/4- SELS DRILLING SCR. ,024' STL PANEL I E w W I TOP SECTION OURaDE OF DOOR I O . 3 . Oz=6 p to ED E€5 � C3 = 3/4" X 2° X 2-1/2' X .049- STEEL L END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE SOLID BRAGS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' i EDGE d INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE DISTANCE I POSITIONED AT EYE LEVEL o 3s - I � • � ' . b. m i B � � a I L I� 3/6' POWER -BOLT BY 'POWERS' m N 2' MIN. EMBED INTO CONC. 2' MIN. EDGE GIST. a o ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 7-1/2' X .050' I INTERIOR SIDE 7-1/2" X .071'J GALV, STEEL J END ROLLER HINGE CENTER HINGE PUSHNUT 1.82' DIA X .50" STEEL ROLI IED ON ROLLER SHAFT 1.BY DIA. X .50" NYLON ROLLERS 2.75' DIA X .50" STEEL ROLLERS SECTION B-B 2.75" DIA X .50' NYLON ROLLERS wr Engr, JAVAD AHMAD ? c FlA PEA 70592 CA 8 PRE ' R WOWED �6r�bteBvt�Wo W4rfd� I a 1/4-20 55 BOLT & NUT No Coe01 37�r'iP171°la3a o S a o 5 3 0 2015 ' O drawing no. 98-05 POP RIVETS 2-3/4' X 5-1/2' X 3' X .104' ,GALV. STEEL TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) R 14 X 5/8' S.M.S. 090 THK. GAIN. STEEL ADJUSTABLE SUDE FASTENED TO BRACKET -W/ 5/18-18 X 3/4" HEX HEAD 5/16" X 1-5/8' LAG SCREWS INTO WOOD OR 5/16' SLEEVE ANCHORS WITH 1-1/4' EMBED INTO MASONRY 3 PER BRACKET 2-1/2' X 4-1/4' X 13 GA. STEEL PLATES WELDED TO 1-1/2' X 1-1/2" X 14 GA. ANGLE M. SCREWS & NUTS. FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS i0P fJRACKEf TOP BRACKET _ - (STANDARD) (OPTIONAL) - LOW HEADROOM DOOR - HORZONTAL REINFORCEMENT 1/2' X 1-3/4" X .058" FORMED STEEL. GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 2' X 5-1/2" X .104" (2) 3/18' POP RIVETS FASTENED W/ (4) R 14 % ALV. STEEL TOP ROLLER CKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2' X 1-3/4' X .05W FORMED STEEL ,GLUED TO PANEL. AND FASTENED TO 3/16" POP RIVETS MEETING RIB ° DIA. X .50' STEEL ROLLERS .44 DIA. X 5" STEM OPTIONAL INSULATIONS: EPS-E%PANDED POLYSTYRENE DENSITY a 1.05 PCF N.OA R11-0926.07 OR ISO-25 POLY-ISOCYANURATE DENSITY = 2.0 PCF N.OA 111-0925.05 OR DENSITY - 1.03 PCF N.OA. 0I0 -1129.04 OR BY 'INSULFOAM LTC' DENSITY - O92 PCF N.OA 0I4-0311.08 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) R 14 X 5/8' SMS MIN..024' ROLL FORMED STEEL PANEL SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES HORIZ. TRACK SUI CENTER SUPPORT REOD. ON E)%EEDING 8 FT. M II II A--, II II A_.J = OPENING HEIGHT PLUS GA GALV. STEEL TRACK 1-1/2' X 1/2" X 1/8' HORIZ. ANGLE FOR DOOR HEIGHTS UPTO 7 FT. WITHOUT INSULATION OR WINDOWS, 2' X 2" X 1/8' HORIZ. ANGLE FOR DOOR HEIGHTS ABOVE 7 Fr. OR DOORS WITH INSULATION OR WINDOWS SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2' APART FIRST AT 3' O.C., REST AT 9' O.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4-20 X S/B" BOLT & NUT jr— VERTICAL TRACK ------ 2-1/8X 1' X .080' SECTION A -A DOOR • SECTION HEIGHTS I BRACKET PLACEMENTS - HEIGHT IST 2ND13RD14TH15-Ml 81 B2 B3 84 B5 86 B7 88 6'-0' 18" 18' 18' IB" N/A 1" TO 2° 11-3/4" 23" 34' 45' 56 67" - 6'-6' 21" 18" 18 21' N/A 1" TO 2' 11-3 4' 23" 34" 45" 56"[ff67'7B-1/4' - -- 7'-0' 21" 21" 21" 21" N/A 1' TO 2' 11 -3/4" 23 J4" 45" 56"- 7'-6' 18" 18' 18" 18' IS' 1" TO 2' 11-3/4" 23' 34' 45" 56"-1/4" 8'-0" 21" 18' 18' IV 21" 1" TO 2' it-3 "" 23' 34" 45" 56' •-JCUIIUNb mt IVUMOLIIGU JIM .— - — FOR DOORS MORE THAN 8 FT. HIGH, USE AODITIONAL TRACK BRACKETS AT 10' O.C. 19" X 3.3" X .090' ICK BRACKETS HIGH D TO TRACK WITH BOLTS & NUTS. ir I VFRTICAL LIFE HIGH LIFT STANDARD I LIFT LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK OPTIONS Engr. JAVAD AHMAD PRODUCTRENBWPD FM PE d 70592 n e.4nlrnmm CAN. 3538 summCO& O1 A.Mb.0 ND hawing no. 98-05 1-1/2" MIN. I ?f i W j3 VL LAG SCREWS 2ffY Lk LAG FROM WOOD BU ! 1 �� 06.101 OCENDS WU6 I_WOOD B/-'f� l ;\ AT ANFROM ENDS fO1 O.C. Al .EW5 OPTION 'A�/ OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2%6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/16' X 1-5/8- LAG SCREWS AT 11' O.C. t� . . WOOD BUCK CONNECTION TO MASONRY I PRESSURE TREATED 2X8 SYP WOOD JAMBS WHICH SKALL BE ANCHORED TO 1 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4' ULTRACON BY 'ELCO' WITH SPACING OF 12' O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 9' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED 2' 2-1/2' MIN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF 8' O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2' MIN. EMBED 1/16' % 2-1/7- 9 'O.C. INTO 3000 PSI CONCRETE, WITH 1-Z/4' MIN. EMBED FILLET WELDS 3" MIN. EDGE DISTANCE AT 12' O.C. MA%. 3/8' CONFLEX BY 'ELCO' OR 3/8' LDT BY 'TIW' WITH SPACING OF CONTINUOUS ANGLE TRACK 21' O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED TO WOOD 3" MIN. EDGE DISTANCE BUCK 3/B' HLC SLEEVE BY 'HILTF WITH SPACING OF S" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4' MIN. EDGE DIST. II' O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND 2-1/2' MIN. EDGE DISTANCE OF JAMBS BY OTHERS PREPARATION FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB - (16.17' X 46 PSF)/2 - 388 Lb,; per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB - (16.17' X 70 PSF)/2 - 420.4 Lb. per Ft. is % 1" SELF DRILLING SCREWSOR 3/16' 'RNEX' STEEL RNETS W/ REINFORCEMENT 1/2' X 1-3/4' X .058' FORMED STEEL '8 % SELF DRILLING SCREWSOR 11� Z F MULTCRIP DOME HEAD AT 48' O.C. 3/16- 'RNEX' STEEL RNETS MULTIGRIP W/ DOME HEAD Z REINFORCEMENT AT 48" O.C. f O e 1/2' X 1-3/4' X .058" FORMED STEEL 0� vs W'STRIP ADAPTER ALUMINUM ADAPTER RE 0 poO m W`SrRIP O a Q Q RUBBER W STRIPPING — RUBBER W STRIPPING ID0 XJ Q O50 �LLSS�2JJ �— 0 IL _Z t7 .��,700 T-ILLL��, 222111 T I J48 Q-�j-�- —1.750—J STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" DIA. BOLTS WITH WASHER & NUT AT 12' O.C. MAX. ANCHOR SPACING ANCHORS I STRUCTURE I EMBED ISPACINGIEDGE DIST. JC SLEEVE BY HILTI CONC. 1-1 4 8' 2' 31846 NFLE% BY ELCO Fl_LLED BLOCK 2' _ e' 3-3 4 3 B" DYNABOLT BY 'RW' CONC. 1-. 2 8• 3' 3 e POWER -BOLT BY POWERS _ 3 8 SLEEVE -ALL BY SIMPSDNS CONC. CONCRETE Fc - 3000 PSI MIN. C-90 GROUT FILLED BLOCK C. = 2000 PSI MIN. AtYCLE%14 GA rC'j9.--5l-EEL 12 GA GALV. STEEL FLAT BRACKETS t3' LONG 2-1/8' X 1' X 14 GA. AT IV O.C. IN DOOR OPNG. CALV. STEEL TRACK AT IS' O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES CONNECTED TO CONT. ANGLE W/ (2 1/4-20X5//8' TRUSS HD. W/ (3) SPOT WELDS AT EACH SIDE SLOTi M.S. & d5 CK NUT REVERSE TRACK CONTNUOUS ANGLE TRACK TO cTE%I TD_GONGRETE AND FILLED BLOCK ALTERNATE TRACK INSTALLATION 1MAD PR�ODUuQT�RENEWED ' i 0592 mcmppbh*wkhdwFlmi" o I n 02015 Aon/4�e Ne O/ y u d98 I 9 05 .500 F�-.P50 U < * PLASTIC COMPLIES WITH I I IN OODR PANEL CHAPTER 26 OF FBC M 24 GA (.024 STEEL MIN, SEE EVIDENCE PAGE z IIZZ-- m 1.765 1.725 7/16' DI0. WASHER 0 r ( ' 1 08 X 3/4' SMS -�` 1 3/4" O 3/8' FROM ENDS MAX. .176 O i III' 1 II AND 7' O.C. MAIL WOW. WIDTH -- *EXTERIOR FRAME * INTERIOR FRAME `a c (4) B8 X 3/4' SMS a i d 181X/e' RICID�VC-ONE-PIECE_INJEC710N RIGID PVC ONE PIECE INJECTION LL In I I111 1 ` O 1-3/8" FROM ENDS \ m -4 {L Z ° AND 6-1/2' O.C. MAX. < o o d D.LO. IIII A C i i i i 175 x .062 DEEP;• IIII GROOVE i? ,III 1/4' P BONATE ID IC INNWT I I BY 'SABIC INNOVATIVE PLASTICS' � '• w NOA SIJ-0717.01 A A¢�-•1 w In rn C3 I g'J t;� I'I' „ a K m Z O W I I 0 OZ II11 O � N JII I i " ("^ 175 .062 DEEP S,• El { -j I GROO VE El ED 1 I 1 'I I I i �� (4) #B X 3/4' SMS INSIDE ELEVATION a I I O 1-3/8' FROM ENDS y O.C.MAX RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS m z 1 I I AND s-1/z' I O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION O ' 8 X 3/4' SMS O 3/8' FROM ENDS 175 X .062 DEEP •• e n j 1 AND 4-1/2' O.C. MAX. GROOVE c v- 0O` 88 X 3/4' SMS si O 3/8' FROM ENDS _ AND 7' O.C. MAX. r _- _ _ - - -_- _- Engr. JAVAD AHW1D n Z. 7/I6' DIA. WASHER \ - - - - - - - - - - - - - - FU. PEML 592 P0.t1DD4T Re1iEWEj) 1 i CAN. 8 �wlt�Nn F'k�Yta ° � � }• O 24 GA. (.024)SOPANEL STEEL MIN.- EXTERIOR .C/ o' /019 drawing no. DOOR PANEL 15 I6' MIN. D.L.DCPO. PrnilelCL+mM 98-05 24 CA. (.024 STEEL MIN. GLAZING BILE Mian� WINDOW WIDTH sheet 6 °f 6 Rfl�! DEPARTMENT OF REGULATORY BOARD AND CODE ADMINISTRA' NOTICE OF ACCEPTA Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 D ECONOMIC RE O10 UER) N DIVISION O- R CE OA - %10U g® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.gov/econom SCOPE: This NOA is being issued underlthe 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 of the Florida Building Code. i DESCRIPTION: Titanium® UDL-30 / Titanium® PSU-30, Titanium® UDL-25 PLUS / Titanium® PSU-30, and UDL-MD (2 ply) / Titanium® PSU-30 Underlayment System LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA-shall be considered after a renewal application has been filed and there has been no change in the applicable building:code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: !The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. I I 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# 13-0730.01 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0603.19 MIAMI-DADS COUNTY Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 1 of 7 AN#tL'0 s79 7APPROVED ® REVISE & RESUBMIT ® APPROVED A:--ORRECTED REJECTED Thisrevie v is only for general conformance with the design concept of the project and general compliance i-pith the Infermatoa given in the contract documents. Gorrecticris or comments made on tie shop drawings during this rea w,, do rat relieve the contractor from compliance with the require- mantis of the plans and specifications. Apprmal of a specific item shall not include approval of an assembly of which the item is a component. Con- tractor is responsible for. Dimensions to be confirmed and correlated at the job site; Infoi-atlon that pertains solely to the fabrication processes or to tha means, methods, techniques, sequenc=, and procedures of constwc- tion: coordination of the work of all other trades: and for performing all work in a safe and satisfactory manner. _ DATE: -� •W, '✓ BY. DEPARTMENT OF REGULATORY BOARD AND CODE ADMII\IISTRA' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 ND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 )N DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE Interwrap, Inc. j 32923 Mission Way Mission, BC, Canada V2V-6E4I www.miamidade.Qov/economv 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 of the Florida Building Code. DESCRIPTION: Titaniui m® UDL-30 / Titanium® PSU-30, Titanium® UD1-25 PLUS / Titanium® PSU-30, and UDL-MD (2 ply) / Titanium® PSU-30 Underlayment System LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOAlshall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this. NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. I 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# 13-0730.01 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. " + NOA No.: 14-0603.19 MIAMFDADECOUfVTY N Expiration Date: 01/26/22 Approval Date: 02/02/17 FILE COPY Page I of 7 r ROOFING COMPONENT APPROVAL I Cate2ory Roofing Sub -Category: Underla Material: Polyprol TRADE NAMES OF PRODUCTS MANUFACTURED BY APPLICANT ITABLE 1 Product Dimensions Test Product I Specification Description Titanium® UDL-25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one PLUS Type I & H side coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Manufacturing Location #1& #2 UDL-MD (2P1y system) 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with a Type I & 11 chemical slip resistant and UV protected coating on Manufacturing both sides. Location #2 Titanium® UDL-30 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Type I & II sides coated with UV protected and slip resistant Manufacturing polymer stabilized polypropylene on both sides. Location #1& #2 Titanium® PSU-30 36" x 72' rolls TAS 103 Unreinforced polymer modified bitumen material adhered to the underside of a polymer -coated, Manufacturing synthetic woven sheet. The underside is backed Location #3 with a release film. MANUFACTURING LOCATIONS: 1. ML1 2. ML3 3. ML4 I i i i i i I NOA No.: 14-0603.19 MIAMMADE COUNTY ... � � Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 2 of 7 . I i EVIDENCE SUBMITTED: Test Agency Intertek Testing Services Trinity I ERD Test Identifier Test Name/Renort Date #3031783 TAS 104 02/19/03 3124826-01 ASTM E108 02/19/08 3119607COQ-003B ICC-ES AC48 02/20/08 3130639COQ-002A ASTM D226 02/20/08 3124826NM-007 ASTM E108 02/25/08 3146738COQ-003B ASTM D 1876/ TAS 117 03/28/08 3146738COQ-003A ASTM D226 04/22/08 135520.06.11 TAS 103 / TAS 104 06/15/11 135520.06.11 TAS 103 / TAS 104 06/15/11 138010.08.11 ASTM D226 08/11/11 I35520.08.11-1 TAS 114 08/12/11 135520.08.11 ASTM D2523 / D1781 08/17/11 I44970.07.13-R1 ASTM D226, ASTM D1876 09/09/13 and TAS 114(C) NOA No.: 14-0603.19 Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 3 of 7 APPROVED TITANIUM UNDERLAYMENT SYSTEM ASSEMBLIES: Deck Type 1: Wood I Deck Description: 19/32" or greater plywood or wood plank System E(1): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. All General and System Limitations shall apply. Base sheet: One or more plies of Titanium® UDL-25 PLUS or Titanium® UDL-30 applied with minimum 4" horizontal laps and minimum 6" vertical laps and mechanically fastened as notedlbelow. Note.1 Titanium® UDL-30 shall be inverted to provide a smooth bonding surface. Primer is not required when Titanium® UDL-30 is installed inverted (printed side facing down) I Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8" o.c. !in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. i Primer: Metal/Tin caps shall be primed with ASTM D41 primer Ply Sheet: (Optional) Titanium® PSU-30, self -adhered with minimum 3" horizontal laps and minimum 6" (vertical laps. Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6" vertical laps. Place the first course of Titanium® PSU-30 parallel to the cave and field, using a heavy pressure roller under safe conditions to further secure the membrane. Surfacing: I Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal roofing, wood shakes & shingles or slate roof assemblies. Note: for tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. Foi (foam -on tile roof assemblies, approved use with ICP Adhesives Polyset AH-160 and Dow TILE BOND Roof Tile Adhesive. NOA No.: 14-0603.19 MIAMI•DADE COUPITY Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 4 of 7 I Deck Type 1: Wood i Deck Description: 19/3211 or greater plywood or wood plank System E (2): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. All General and System Limitations shall apply. Base sheet: One or more plies Titanium® UDL-30 applied with minimum 4" horizontal laps and minimum 6" vertical laps and mechanically fastened as noted below. Fastening: Primer: Ply Sheet: Membrane: Surfacing: Note: MIAMI•DADE COUNTY Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8" o.c. ini a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Titanium® UDL-30 shall be primed on the printed side with ASTM D41 primer prior to placement of cap sheet. I (Optional) Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6" vertical laps. PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6" s. Place the first course of Titanium® PSU-30 parallel to the eave, using a heavy Her under safe conditions to further secure the membrane. or asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal Iod shakes & shingles or slate roof assemblies. F'or the roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For f6am-on tile roof assemblies, approved use with ICP Adhesives Polyset AH-160 and Dow TILE BOND Roof Tile Adhesive. NOA No.: 14-0603.19 Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 5 of 7 Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E(3): Base sheet in I echanically fastened to deck, subsequent cap membrane self- adhered. All General and System Limitations shall apply. Base sheet: One or more plies of UDL-MD (2Ply system) applied with minimum 4" horizontal laps and minimum i 6" vertical laps and mechanically fastened as noted below. Fastening: Miami' -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8" o.c. in" a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Ply Sheet: (Optional) Titanium® PSU-30, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. i Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6" vertical laps. Place the first course of Titanium® PSU-30 parallel to the eave and field, using a heavy pressure roller under safe conditions to further secure the membrane. Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal roofing, wood shakes & shingles or slate roof assemblies. Note: For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For foam -on tile roof assemblies, approved use with ICP Adhesives Polyset AH-160 and Dow TALE BOND Roof Tile Adhesive. I NOA No.: 14-0603.19 MIAMI•DADE COUNTY Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 6 of 7 BUILDING PERMIT Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this produci. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code.1 3. Titanium Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium® UDL-30 / Titanium® PSU-30, UDL-MD (2Ply system) / Titanium® PSU-30 two-ply underlayment system, may be used in asphalt shingle, mechanically fastened roof tile, foam on roof tile, metal roofing, wood shakes & shingles or slate roof assemblies. 5. The standard maximum roof pitch for the Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium® UDL-30 / Titanium® PSU-30, UDL-MD (2Ply system) / Titanium® PSU-30 two-ply underlayment system shall be 5:12 for flat tiles and 6:12�on profiled tiles with lugs. For flat tile applications at slopes exceeding 5:12, flat tiles shall be staged 2 base tiles perpendicular to slope behind a mechanically attached batten or toe board with maximum 7 tiles high' on the slope atop base tiles (Total of stack not to exceed 9 tiles). At roof slopes greater than the above limitations, the use of loading battens or toe boards are required to load the roof tile. 6. Titanium Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 7. Titanium® UDL-30 Titanium® PSU-30, Titanium® UDL-25 PLUS / Titanium® PSU-30, UDL-MD (2Ply system) / Titanium® PSU-30 two-ply underlayment system shall not be left exposed as a temporary roof for longer than 90 days ,of application. 8. Titanium SyntheticlUnderlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing System Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All membranes of packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY END OF THIS ACCEPTANCE • NOA No.: 14-0603.19 MIAMI•DADE couNTY Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 7 of 7 "S., ��=v 1� ,N DIVISION CE (NOA Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 AC A1iII DADE COUNTY t PRODUCT CONTROL SECTION OURCES (RER) 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 I www.miamidade.i!ov/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 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/ Jor the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for duality assurance purposes: If this product or material fails to. perform in the accepted manner, the manufacturer wily incur the expense of such testing and the AHJ may immediately revolve, 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 !rricane escribed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Zone. - DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10 and last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision .stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Non -reinforced mullion tributary width (W) VS span and type in sheet 3. See reinforced mullion tributary width (W) VS span and type in sheet 5. See mullion types and properties in sheets 2 & 4. 2. See clip anchors type selection in sheet 10 and installation in sheets 6 thru 9. 3. Lower design pressure of the mullion and/or glazing product may control for the entire assembly and 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 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. I 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. I INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available fors inspection at the job site at the request of the Building Official. This NOA revises NOA No.17-0222.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document rrzentioned above. The submitted docuientation was reviewed by Ishaq I. Chanda, P.E. Mta IW-M a 4-15 NOA No. 17-1212.24 �, M , , o � t� , Expiration Date: May 30, 2018 Approval Date: February Ol, 2018 Pdge 1 UUMALL E. 87OFFT MUM MA PA- AMM3379 ARM111C5 EfAPPROVED REVISE & RESUBMIT ® APPROVED AY3ORRECTED REJECTED This revive is only for general confonance vAth the design concept of the project and gene GI complance with the information given in the contract dccument3. Corrections or comments made on e.e strop ftwings during this review do not relieve u:e contractor from compliance with the require- metits of the plans and specifications. Approval of a specific itam shall not include approvai of an assembly of which the item is a component. GOP - tractor is responsible for: Dimensions to be conkmed and correlated at the job site; Information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of constmo- tion: coordination of the work of all other trades: and for performing -all work in a safeandsatisfactory manner. DATE "` Y ' )r, BY: 10 GGANNE® BY Mude courty fD ECONOMIC RESOURCES (RER) N DIVISION CE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 NIIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.goy/economv 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 Countyland 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/lor 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 asldescribed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and Wo Steel Reinforcement — L.M.L I APPROVAL DOCUMENT: Drawing No. LAW-M1-1001 Rev D, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10 and last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., be the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATTING: Large and Small Missile Impact Resistant Limitations: 1. See Non -reinforced mullion tributary width (W) VS span and type in sheet 3. See reinforced mullion tributary width (W) VS span and type in sheet 5. See mullion types and properties in sheets 2 & 4. 2. See clip anchors type selection in sheet 10 and installation in sheets 6 thru 9. 3. Lower design pressurelof the mullion and/or glazing product may control for the entire assembly and to be reviewed by AHJ. LABELING: Each unite 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 applicablelbuilding code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.17-0222.13 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. M(AMI DARE COUNTY NOA No.17-1212.24 Expiration Date: May 30, 2018 uUman saw Approval Date: February OI, 2018 �ti 'b _ Page 1 FILE COPY Lawson Industries,, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted I previous files. A. DRAWINGS 1. Manufacturer's die e drawings and sections. (Submitted under NOA's No. 02-0501.05 & 95- 1212.09) 2. Drawing No. LAW-MIL-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision C dated 02/16/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering &ITesting, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 2. Test report onI 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. AETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.(Submitted under NOA No. 02-0501.05) 3. Test reports bn: 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 120" span aluminum tube mullion with C4 x 4I!.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. I3ETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-024718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (,Submitted under NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading 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 Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed ;and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212) Ish q I. Chanda, P.E. Product Control Examiner NOA No.17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. C. CALCULATIONS 1. Anchor verificatioii calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, i .E.(Submitted under NOA No. 12-0127.07) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter, of conformance, complying with the FBC 511 Edition (2014), dated February 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter -of no financial interest, dated 05/20/12, issued, signed and sealed by Thomas J. Sotos, P.E..(Submitted under NOA No. 12-0127.07) 3. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02- 1717, HETI 02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 4. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FT1-1383, dated 02/13196, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E.(Submitted under NOA No. 02-0501.05) 5. Letter fromlmanufacturer requesting a 1-year extension to allow time to perform verification test, dated 0,4/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 14-0908.08, issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 11/06/14 and expiring on 05/30/17. 2. One year i approval, subjected to successful verification test. 2. New Evidence submitted. A. DRAWINGS' 1. DrawinglINo. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10 and last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. Note: This revision consist of editorial changes of FBC 17 (6 h Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None E-2 Isliaq I. Chanda, P.E. Product Control Examiner NOA No.17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 Lawson Industries, Inc. D. QUALITY AS,' 1. Miami Dade E. MATERIAL 1. None. of Regulatory and Economic Resources (RER). F. STATEMENTS 1. Statement letter�of conformance to FBC 2017 (611 Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo, Senior Design Engineer (Submitted under file # 17-0222.13) 1 G. OTHER i 1. This NOA conditionally revises # 17-0222.13, expiring 05/30/18, subjected to successful verification test. Ish q 1. Chanda, P.E. Product Control Examiner NOA No.17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 E-3 ANCHOR/CUP GLAZING PRODUCT ANCHOR/CLIP HORIZONTAL MULLION 3 J VERTICAL VERTICAL MULLION MULLION GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT ANCHOR/CU J j r \ r W1 - W2 MULLION SPAN W3 WIDTH (W) = wl + wz + w3 2 VERTICAL MULLION t GLAZING GLAZING z 2z PRODUCT PRODUCT ova a IN I ANCHOR/CLIP ANCHOR/CLIP r-HORIZONTAL MULLION GLAZING GLAZING PRODUCT SPAN r-HORIZONTAL MULLION GLAZING ' PRODUCT `�^ 3 ^ GLAZING GLAZING PRODUCT PRODUCT o VERTICAL n MULLION ANCHOR/CLIP w1 ,•••• �� W2 MULLION SPAN WI 2 w2 WIDTH (W) = wi 2 wz TYPICAL MULLION ARRANGEMENTS THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED` IMPACT AND NON -IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th EdiTron & 2017-6th + N Ed6on) INCLUDING HICH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER —INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. II 3. MULLIONS ARE APPROVED -FOR -IMPACT AND NON -IMPACT APPLICATIONS, INCLUDING WINDOWS, DOORS OR COMBINATIONS -MAYBE MULLED. 3 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. S. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TOBASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 'J 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7, A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT UMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION & CLIP NOTES: I. P'OR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 110 FOR DETAILS AND NOTES. REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. " REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. + w ' REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 3 II 3 = PRODDC17REVISED O PwLw1TY the ".ah Aopm=No I'l-12.IZ•714 6agwlMs4m MM1Y 7ot7c1$ 1. II e ,vT�sc�Tw,l Q; &3 o � o 0 p c M y h e yam O_ � O mM n 0 2 F 0 iy z a �z c Q z pa W m a J C7 a 1 2 a ai W a F-ad c z a ® e , x co�Iq N c c 5I ~ C4 6I N � U a k 9Q I I� .156 2X MULLION CLIP 6053-TG NOTCH -L' �1. o OPTIONAL a .750 z.000 .129 2z50 4500 1X MULLION CLIP 6063-76 L L.� NOTCH C OPTIONAL 0 0 NOTCH T OPTIONAL .125 MIN, 2.030 ,L I ANGLE CLIP 1 2AOD-+V 6063-T6 2 X 4 L7YPICAL ,ff.TUBE-11 -VRNDOW FRAME MU LIO 2 x 6 1 X 4 1 X 3 STD. TUBE CUSTOM MULLION CUSTOM M�l41pN 6063-T6 MULLION 6D63-T6 Ixx: 2.070 in Ixx: '1.000 in! Sxx: 1.035 in3 Sxx: 0.667 in3 2A00--I (FIANCE FRAME) (FIN FRAME) I STANDARD TUBULAR SHAPES I TYP. WALL 125' ALL F�2t000� I II ALLOY - 5063-76 TYPICAL GLAZING PRODUCT .124 1.00 p-2A00--y i 6000 I .125 -2A00 3A110 4A00 44OO MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS 2 X 6 2 x a HORIZONTAL OR VERTICAL 5TD. TUBE MULL ION STD. TUBE MULLION SEE WINDOW OR DOOR APPROVAL FOR 6063-TS 6063-TS FASTENERS SIZES AND SPACING Ixx: B.280 in Ixx: 2.980 in! Sxx: 2.760 in3 Sxx: 1.490 in3 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STEP 2 USE APPROVED OIAZING PRODUCTS MEETING ABOVE LOAD REOUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. ,STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. ALL CUPS AND ANGLES ARE TO FIT USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE STEP S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS INTO TUBE MULLIONS, SP EE OPTIONAL ST ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. 1 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. CLIP LENGTH MULL 'L' 1 X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688- Ar 62 .125 3D00 a56�I 102_ . IL_ f-1A62-I ---- 1 x 3 CUSTOM MULLION 6063-T6 Ixx: 0.950 in Sxx: 0.633 in3 (FLANGE FRAME) r 1.000-j .125 4.0W 1 X 4 STD. TUBE MULLION BD63-TS Ixx: 2.070 in Sxx: 1.035 ire I X 2 USTOM MULLION 6063-T6 Ixx: 0.370 in Sxx: 0.370 in3 (FIN FRAME) j-IADD-I .125 Fu 3000 L 1 X 3 STD. TUBE MUI.I ION 6063-T6 Ixx: 0.950 in! Sxx: 0.633 in� o m � O � m h .125 vi ao V O o 2 2.000 r �' Z c o Z z .156 j.-lA6z 2 2 I CUSTOM xMULLION �j. m �i S 6063-T6 Ixx: 0.330 in Sxx: 0.330 in3 (FLANGE FRAME) DUCF RF/iSF9 XG c am4fth3s with the FiNI&I Lr L 1AOD»I I I •125 2.OD0 1 X 2 STD, TUBE MULLION 6063-T6 Ixx: 0.330 in Sxx: 0.330 id! RECTANGULAR ALUMINUM TUBE MUL TONG USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 bF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. m t' 3 r z W onoTss M�k lSt�wrs w tnVroF3^Jk'$i �VW2If`i.9d-W.�$iP3Nof3�'dI',�L'I.iS�'$Yo+°3��f3iW+>�a`3�I�VFii`d$XZ :yynAio Nbtmit byyi� W co in iA it inm�bn� Win ii bt trt wipp.+io iWWs N o WW [Wit W �AO V l�O8� -A+(n (OAO V V 0000� I%j (m�ni,�Qa�tm AtWO A+m tWOs W N (on (in. O O � W tin N W ((ino OO ((eg�o (��no�(onn (onn X IIDN AOOGIJ �IOG•A WG�OCC IJ� ,,,.0 V W �lN+(]�1 G1 fJ GG WNG m i V W OO 0000 OOGC W ((nn VN W WW pptt OD W W>Aip mm VVi W tp Y� tNit to NOOO Ott Ott V �Oi � A ((nn (tnn ��nn {D Qt (nT tO��OO 00 000 0000 0000 X W NOG O WutA V Gv+o oO O \nm�! W NA COG CO COO 0000 G OCC A O IV 4t Vt (T Vt N N O W N W A N W tl. 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Nm�� N W N��Yn+m i3. m'9t �ir fS'�St'f'n N k W O OtnO W C N+NV W +N +in NN�l fO 41 tJA .$t N N tiJt NN �Nt �t WW AA pptt pppp tnitt W f0 NIP WW N� O W tp fll NlD V 4l [O +V OI+ U141G tJON V V AO A NW (n <O+ANNm-+mNO O X W i oaCn f + �n 9 z MULLION SPAN m CC3 r r O Z jw Z x 0 A C IL Z clo m� O m r a� _ �yO D _ OrZ Em r r N i5 pC) C ZAm a II I- U. I W=o �e z igx Z D N L] N } Z Z m ZE > m m �r _ D Z U) �1 r Ln r m m o m m O L m z 0 rift,Is r � _ R eza mm� 1 A N S N THOMAS J. So S PROFFS ONAL ENGINEER PL C. / 55225 •'• • •` bdd Sly°+.�GI``, j, 'A' - No than W. she t �� ® 7(\ 7' 1 �®// 8501 N.W. 90 ST. r 58?-Z3 'B' - Revi ed dote far the FBC-2014 MEDLEY. FLORIDA 33166 C: * ' N USTRIES INc. PH No. 305 696-8660 C. Complionce w/ FBC 5lh EdRion (2014) D. Compliance w/ FBC etn Edition (sG17) MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS '.� %Oo: N. RAZO da zv tD ALUMINUM TUBE MULLIONS JO"v � L R �••••t.L w A.w� er N. ERA20 p.f R of% 7 UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES DATE s'_ 3 •• { ��x.w.rat c.v.c 0 sit.: rroevet xp...,r. w�wwr p aw run.w.: —". ,,... LAW-ML-1001 3 OF to C 9� q A�t O �z tin An o� s� W2 W1 X MULLION IP 5063-T6 'L' 750 2.ODO .125 2.2s0 44.SDD 1X MULLION CLIP 6063-T6 .L.� C.L. NOTCH OPTIONAL 6 NOTCH OPTIONAL .125 MIN. 2A00 LANGLE CLIP 6D63-T6 2 X 6 7D. TUB' MULLIQ STANDARD TUBULAR SHAPES -TYP. WALL - .125' ALL ALLOY - 6063-T6 TYPICAL GLAZING PRODUCT ri.1l.l MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING L .125 1.000 .062� .668 -.312 1A00 I500 .12S D62 IfL�m:s� .6B8 I2, 4'�1.732 3.000 3.000 3A1 4.0003.625 0BABB .188 II __ -s�1rV«1062-1 1 X q -STD-TUBE-M ION_ 1 X 3 1 X 4 STD. TUBE MULLION 1 x 3 __-CUSTOM MULLION TOM M 1I I ION 6063-r6 6063-16 6063-T6 CUSTOM M L ION 6063-TB - - 6063-T6 Ixx: 4.709 in Ixx: 4.709 in Ixx: 2.168 I . n. 4 Ixx: 2.168 in! Ixx: 2.218 in Sxx: 2.355 ink Sxx: 2.355 in3 Sxx: 1.445 in� Sxx: 1.445 in3 Sxx: 1.479 in� (FLANGE FRAME) (FLANGE FRAME) (FIN'FRAME) 2.000 1580 2.030-�L6254.DOD 6A00 F012"O.C. 4.00o .1253.625 . 2 X 6 2 X 4 STD. TUBE MULLION STD. TUBE MULLION 6063-T6 6063-T6 Ixx:19.648 in4 Ixx: 7.649 in! Sxx: 5.549 in� Sxx: 3.825 in� INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REOUIRED FOR PARTICULAR OPENING. STEP 2 USE APPROVED CUBING PRODUCTS MEETING A30VE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. .STEP SPECIFY MAXIMUM SHIN SPACING. USING CHARTS ON SHEET 5 OF 10 SELECT UULUGN SIZE. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE IRAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. I IN STEP I ABOVE 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS INTO TUBE MULLIONS, SEE OPTIONAL STEP 66 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. CLIP LENGTH MULL W 1 X 2 1.688' 1 x 3 2.688' 1 X 4 3.688' 2.x 4 3.688' 2 X 61 5.668- wt0uucr�ev� m�YRI Wllh IIOGII� twhtdm Date__ how- I. - 3W I. ielct [91a RECTANGULAR All TUBE MULLIONS a u m u USING MULLION PROPERTIES ONLY 6,a.•aa11 c ° . .• THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE IF1` �•' COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. Z i o-�" �z co'.'t7 iy NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET o_ 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULUONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. a 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ••• ARRANGEMENTS OR STACK CONFIGURATIONS. 4 14 20 c O C z �O U \\ O NSNS CZ y0 b O W2 VII, V Oa V m N m m m O A A A m N W W m O N A m V m V N m O A m N m O A m m N m O A m N m O A m m N m O m N m O A m S 3 o r w z p m 0+ W U U U m A O+ N W m W U U m O OHM U 0 U 0 U U 0 0 U U 0 0 U 0 U O 00W:Ijlo 00000 OOOOO OOOO 0000 W A U U U U m U U U m U OI U U U U U U U U U U U m U 01 U m U U U U U N 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 U 0 0 U 0 0 U U 0 0 U U 0 0 U U 0 0 U 0 X A A 0 0 0 0 0 0 0 0 0 O O G O O O O O O O O O O O O O O O O O O G O O C O 0 0 0 0 0 0 0 A U U U U U U U U U U U U U U U U U U m U U U U U U U D1 U U U U U U U U U N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O U O O m U O O U U O O U U O O m O X O O O O O O C O G O O O O O O O O C O O O C O O O O O O O 0 0 0 0 G C O O G O 0 0 0 0 0 A U m m U U U U U U U U U m U m U U U U m U m U U U U U U U m U U 4l1 tat VI fl1 VI N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PP [T [+al CT 0 [n 0 0 [J/ 0 0 0 0 [h I+jl 0 0 0 X O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q O O O O O O O O O O O O O G O 0 0 mCC G co NmmOm m W N+ V V mmm AA W WN+a WN m oAmN m OAm mNmOA wwmOA m S C m o+ S r a A A y I D z U mm O N/N)1 O0 W U mN m W m mNmm N mUA V mm NU�O UNm m W+fW00 X W O W W N U W W A m W A V A m U m J m U m �1? m W U U N O O W NO + A O m m W W A Ot00 00 W O A00 0000 X Wm NN m jJ +V O-+fJ+ +?�+O Av+V OAI tT [T O O o Ni +IJ OI00 L OCO A ', m IUW W W A m m V 0 0 O U N W O O O O O A W W U 0 0 0 0 0 0 0 0 0 ..... O o 0 X +O+fO a OfD 00 OtD O)"�NCf --+O G O O O W mm 00000 00 000 0000 OOOO A I N W A U m m U m m U m U U m U U [a1 U U U U U U m U U U m U U U U m N U U U U U U U U m U U I Ja m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 m I C mNOm1OA mA NOWlO [a m [JON W O AmNOW10Am OAOAaN W mN Omi OA m mNOmiOp OAa IA.f CD OA m S C r o a � N a o a r to D z t0 O O + ([I to 0 m .a CAW O A O O W 1 + N N W mV A + N N W 0. O f '•� LID. Om + W O VD Xin l A f I m m Ai0 C.m �1mNm+m m A /D V m V m N NN O N N A V O W m U A J ID m m m m W O m 0 V +m m m N U m V W I V V O W f71N 00 V 41 OC(11 t0 mIJ C4O tO OD G?. �� W m tDOA G] C14a0 V N 00 X f i C1 O A[ UU U+ m Jm m m V ON m U UUc0 W V c000t0 m m �+++UV W m u m m 0+ N U U U U AU V+ N+ V to-+O)C/ N NU N 0 00 0 41m 0 W m Om m U OOmO 0, O O 0 m U+ NOm 0 O O N 0 UU00 W 0 0 0 00+mt0 N 0 m 0+ U W m W A U 0 0 0 m U 0 0 0000 U U 0 0 C X m+V m G 5/I6" TAPCONS MIN. EDGE DIST. t 1 4" MIN. 5/16' TAPCONS y / +-+/2' MIN. WOOD PENETRADON 1-11" . WOOD PENETRATION 2-3/16" CONCRETE DR 2MIN4: CLIP (1 ON EACH WING) I PER ANGLE 4' OLLOW BL CK 1 1 1/4" MIN. X 1 1/4" MI N + 5/16- TAPCONS 5/I6- TAPCONS O 1-3/4- 41N. EMBED INTO MASONRY 1-J/4" MIN. EMBED INTO VAS0' yC q 3/4" MIN. 4 PER CUP (2 ON EACH WING) 2 PER ANGLE m tO C F o i c \Z ••1: I h Z • I I \2C I m P1 10 y � z A I 1 •I • ••I O u 7,X II IIz2 zz 1X FLOATWG CLIP 7/16" MIN. _ - II Ij I 1j m Z 2 BT u u ALUM ANGLE --- -- -- I W000 BUCK I 1 I I 1 I I 1 ¢ I ---------'--- _ 1 BY WOOD BUCK 'I I -`- 1X FLOATING CUP I I I I I 11 2 X 2 X 1/B' 1/8- ALUM ANGLE F 1 I I 1 1 N I I I 1 ---- ---___ U L! Z Zp I a�a --_ _ 5/16- TAPCONS _ANCHORS TYPE (INTO BLOCK) � U fr E N 1-I/2' MIN. WOOD PENETRARON 1 PER ANC z ANCHORS TYPE V (INTO CONCRETE) ®z °f z ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THR7X BUCK w INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK O N � \z � I I TAPCONS MAY BE HEX OR 'FLAT HEAD. 1 "%4" "x4" & 2 MULL � � F j a Lei MIN. EDGE DIST. E+ o II II 2-3/16" CONCRETE OR (n u• a _ 4" HOLLOW BLO K 5/16' TAPCONS 5/16" TAPGONS 11 I I 1-3/4' MIN. EMBED INTO MASONRY 1-3/C MIN. EMBED INTO MASONRY Q a 2 BY II II 2 % 2 X 1/8- 2 PER CUP (1 ON EACH WING) 1 PER ANGLE ` '�y WOOD BUCK II II U U ALUM ANGLE a ALL CLIPS AND ANGLES TO FIT SNUG ' I � � ' n � ' JE INTO TUBE MULLIONS.-'' ••, ON TAPCONS MAY BE HEX OR FLAT HEAD. L_ 1 - N ic 2pQ � 1\ IAI a O p w ANCHORS TYPE II II 1; II w a 2 ANCHORS INTO WOOD II II r r N Y W '-------- IBM WOOD BUCK II II II.. IX FLOATING CUP ii Ij l i i t 2 X 2 X 1/B' _CC v o m 5/16- TAPCONS 5 16' TAPCONS N 1 I f I 1 11 11 U U ALUM ANGLE a N N 1-1/2" MIN. WOOD PENETRATION 4 PER CUP (2 ON EACH WING) 1-1/2- MIN. WOOD PENETRATION 2 PER AN I I I 1 I I ANCHORS TYPE 'C' (INTO BLOCK) _ z 2� ` - L I U U a• N Z ANCHORS TYPE TYPE 'F(INTO CONCRETE) a+• 2 ANCHORS INTO CONCRETERORiBLOCKK j ii it IFLOATINGICUP m h�aSQtt'T6Pt�r'�j•°n,•r� 1 1 =�1 1 i=u¢�uS'.''� ll. d•'. l' . N �- li ii 2X 2X 1/B' I1 I 1 ALUM ANGLE 1 + 1 7R000CrREytyp� mm',j N ..., ' z BY i U U W000 BUCK I I i I 1 L ®�PW°Cwith Oe t7oliY bmwa: Gads i m.:. UJ o ` or,.,: N ANCHORS TYPE 'B'�ac-.-a •r; n^n� "+ 4 ANCHORS INTO WOOD ALTERNATE ANCHOR LOCATION G c 5/16- TAPCONS MIN. EDGE DIST. 12-3/4 MIN. EMBED INTO MASONRY MIN. EDGE DIST. 2- GbP;GRE-:F OR PER CUP I ON EACH WING) 5/16- TAIRCONS 2-3/ E OR 5/16- TAPCONS cl: 1-3/4- MIN. EMBED INTO MASONRY 5/16- TAPCONS Q 4 HOLLOW BLO K 4" OLLOW BL CK 1-3/4- MIN. EMBED INTO MASONRY MIN EMBEDINTOQ 00 3 1/4" PER CUP 1 3/4 EMBED To • I PER ANGLE 4 2 ON EACH Wlt�' 2 3/4. Al N. N V.. 0 .00 Z Z pa M z !L- z z 0 1. if CONCRETEOR 11 II IL=JI CONCRETE OR CONCRETE OR CEMENT BLOCK X 2 X 1/8- ENT BLOCK X 2 X 1/8- E. CEMENT BLOCK 11 11 ALUM ANGLE 11 11 ALUM ANGLE '\-FLOATING CLIP ILJ U FLOATING CUP U U 0 2 7/16 z MIN. _rQ -4 LAO - MULL 3 1 4 MIN. MU z U. C. i I rill. I CEMENT "'LGA"N. CUP q3 4'.,." 1 MIN a. ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE V (INTO BLOCK) ANCHORS TYPE IF' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) L) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"x4" & 2".4" MULL ------------ ALTERNATE MuU. L) .7 - Z ANCHO R LOCATION MULL —T H 7-qlr // /16* TAPCONS V MIN. EMBEDf INTO MASONRY 2 PER CLIP (11 ON EACH WINO) dI NO CLIP CONCRETE DR CEMENT BLOCK K It I[ ii N It It v ' 11 `'t - c E I. A . '. 'I I 44 i 1-3/4" MIN. EMBED KTO MASONRY 4 PER CUP (2 ON EACH WING) OKI1 II ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD CUP WITH MEMCRYLATE LACQUER. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, 'SUCH AS BITUMINOUS PAINT OR 5. - Z"J".PCONS 1-3/4- MIN. EMBED .. .1111111 - 1 PER ANGLE .......... 4( 13co'=,b%,,h lb. r4a t r 21 ,?.. If % U. na -7 lit 4• EDGE DIST. 6" CONCRETE OR 5/16' TAPCONS MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) MULL 5/16' TAPCONS /� 1-3/4' MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) \ 1 3/4" 2X6 MULL ANCHOR TYPE 'E' INTO ANCHORS NP'E BLOCK H' INTO CONCRETE ANpIORS INTO CONCRETE or 2"X6" MULL SHOWN BLOCK MIN. EDGE DIST. /16' CONCRETE OR HOLLOW BLO K 3-3/4" 5/16" TAPCONS MIN, 1-3/4" YIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WINO) 1BY WOOD BUCK MULL 1-3/4" MIN. EMBED'INTO_M 4 PER CUP (2 ON EACH WL CLIP LENGTH MULL 2 X 4 3.688' 2 X 6 5.688' MULL ANCHORS TYPE 'E' (INTO BLOCK ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU ,X BUCK INTO CONCRETE OR BLOCK ^ED 2"X6' MULL SHOWN a O MIN. () F ®M a 2 . Z C wp,> c �N�yy W U E U z �Z N � � x c1 1.IayaC WOOD BUCK � � LL u - z z � SS L' E E 3E 5 i "DIICTRghse, °cn.I-1zr2•ly 4R4aW.oue U. O MIN. EDGE DIST,- - - 2-3/16" CONCRETE OR ` ` 8/16' TAPCUNS 4" HOLL` ply S n„K 1-3/4" MIN. EN ON- 2 -7/16" Or 2.6 MULL tl.6.EB L^ • T I. - C 1 X 3 CLIPS OR ANGLES :CO:NNECTED DIRECiLy TO MASONRY TO B� ED WITH ALKALI-RESICOATINGS, WA1ER-WHITE METHACUlCOUER. SUCH AS BITUMINOUS PgINT OR _y MIN." EDGE DIST. LOCgpOry SC -- �V OTT �BES WHER NNECTING DNS. SNUG INTO TUBe0LE5 I -3/4• M/K EMBEDS 16'. AftONS m 4 PER1. OP 10NAL ANCHORS INTO Co�CQ RE7E IVCHORpR �{ `NENT g O K rl V u 'i-X_4 _ 3.688' 2 X 4 ---3:688' 2 X 6 5.688. LATCHOR LL CUPS AND ANGLES ARE TO FIT 2 x 2 X 1/4• G INTO TUBE MULLIONS. ALUMANGLE HERE ANGLES ARE NOT Fli SNUG TUBE MULLIONS, SEE OPTIONAL DETAIL AT SHEET 9 OF 10. 1 14 S.M.S. 2/ CHANNEL TUBE MUWON O12 F.H. ISIDE 2/1/8' THICK ALUM LENGTH TO FINTO TUBES MAY BE NOTCHED 4ULLION AS SHOWN TO ALLOW INSTALLA71ON OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY /14 FH SMS ACCESS HOLE 2 PER COP 1-1/2-O.C. MIN. I _ _�____ _--__ ______I I I 1 j THIS SCREW CAN BE _____ _-I I INSTALLED IN EITHER I 1 J12 FH SMS I I DIRECTION 4p I I 2 PER CUP IY I I 1. O.C. YM. 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N LEI W$g�fill I p „o p N $)3£SRffi��'gh'p'g�gfSK'Yn'Pnn'l�i3Bmi5oSCi3&�m��'>N�gE��g'g��fS$iSmmy �r N 9R. NwaN&1$$(E18i�,BI88ER6Af88r�88Is19IsSfeE8Fs�8)�is6tlB$Ig8'.Riris9�g��1 Ot,NL. O$ V N 0 {n L V L 9 O N (n tt A 8@ m 8 g g m $Hold O P (n 8J 4Bm V V�N�OIS nOO NBBHOPFSSS mW� OV i8NE�00� I OSlSWAAOOIS=� TNOAfA9 J. SO S PROFESSIO L ENGINEER m,S3a$(3E$IFS:4E�t3EFs�8i3f§�&'ggi$�$$;£G®:18aE9�- . 11 'M-��• ' RM.bn Nebu fit, �v• ��E��$�:•e� o� A• - No Chan a this she t �/.�T �f ]� T 0�0 5225 } �� VIRN/ VmT. 1 W�V)/ asDl N.W. 90 Sr. ® B - aevfsea rota For the FRc-zeta MEDLEY, FLORIDA 3316E INDUS RIES, N C. Complonce r/ FRC Sth Edition (2014) PH No. (305) 696-5660 : !,[tom„'• '• A E OF om D. Cplionae ./ FEC 6th Edit' (2017) MANUFACTURER OF QUALITY ALUM/NUM WINDOWS AND CLASS DOORS q fi : n..�.,. cu N. RA20 A427 ALUMINUM TU�HE MULLIONS R.. . ro �lD R.w.a Qlr: mb N. ERA20 11/ol/lY CLIP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES DA'1'il�V _'J.ttN — D sew.: r.aaual ayrn,e. N�„t,e..: RrcvW tnmun: ILAsn..t• Rwbbn u , fY—ML-1001 m OF to c'