Loading...
REV-17-1564BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 JUN 14 2017 I FBC20H Master Permit No. "1_ 4 Sub Permit - lS- ❑ BUILDING ❑ ELECTRIC ❑ ROOFING Pifl REVISION ❑ EXTENSION ❑ RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 8 94 //6 9/ kr(' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type:/` Flood Zone: BFE: FFE: OWNER: Name (Fee Simple jAugeholder):�/ yyf /v// r.S`/ Phone#: Address:. SO I✓ C A @' t City: 01i -v\ i State: r" Zip: 13R- Tenant/Lessee Name: Phone#: Email: / - I OP � CONTRACTOR: Company Name: D'C'P,/t Ce, Co' 4 Y it C+\ y /�f Phone#:.O5 903 62e2, Address: 8333 N , 53'4 S , sd14-e 450 City: i Cnrv1`t 1 State: E ( Zip: 3 1 (,(j Qualifier Name: A le jxylUY® Wu Zie,77 Phone#: sO5 q o3 £6282, State Certification or Registration #: (. b C15 ).? 5Oe Certificate of Competency #: DESIGNER: Architect/Enginee(r:n , 5;c(Q �vGVk , �C > Phone#: 3O (010 1331 Address: 3\ 3G A4. l i cwt\ , AUS City: 1\k1e.-wc, State: N Zip: I2 - Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration n New ❑ Repair/Replace ❑ Demolition Description of Work: tkevtckce, Q. 0.Ro m C -0v- N\eW VO Specify color of color thru tile: Submittal Fee $..-_ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$ GL (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be clone in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Signature The foregoing instrument was acknowledged before me this ®,' day of Jp -y'p , 20 11 , by 05- day of /le , 20 - , by �r /Yl //14 me or who has produced TD L. , who is personally known to P Gr, direr A6 ,who is personally known to as me or who has produced fi®ri d er;ifers Lc, as identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ********* ANDREA VILLAVICENCIO '#• MY COMMISSION #FF185771 ;; ar?.•' EXPIRES December 28, 2018 407) 398-0153 Floridallotary =; ice.com APPROVED BY (Revised02/24/2014) * Sign: Print: f7 Seal: /01":"."4i745,,;''',. ANDREA VILLAVICENCIO MY COMMISSION #FF185771 4. EXPIRES December 28, 2018 ********* (407 398,0153 floridallotaryService.com Plans Examiner Structural Review ********** Zoning Clerk ?..6v (R. scoq RECEIVED JUN 13 2017 M1AMhDADE COUNTY imo0011 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries,1Tf . 8501 NW 90'h Street Medley, FL 33166 REvisioN SCOPE: This NOA is being.issued tinder +Lo ..ppl'ioelhl� mins And' , 6ulaliu1ts gtJverning 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. MIAMI—DADS FLO PRODUCT CO TR L SEC N 11805 SW 2iStpct, Room 08 T (786)315-2590 1' (786) 315-2599 min midade.sov/economv .... . . DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum French*Daors.— • D•ESC• • APPROVAL DOCUMENT: Drawing No. FD -2003, titled "La Porte—Impact Fr&rfcWittt—Swirfg Ddbr", 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., bearing the Miami—Dade €i. Prod«ot.Q4atrol Section Revision stamp with the Notice of Acceptance number and Expiration d;itg.lix the Miami—Dade County Product Control Section. . . . . . .. .. .. .. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, rait3c,:state, series, and following statement: "Miami—Dade County Product Control Approved"; I444 othe.wi• a noted herein. • •. RENEWAL of this NOA shall be considered after a renewal application has been fled 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 Miarni—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0328.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DADE COUNTY APPROVED , .Gh 3.t' NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 Page 1 . • • • . .• • Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD -2003, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS I. 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-1I-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 marked -up drawings and installation diagram of aluminum A:Su$s'. ing French door, prepared by Hurricane Engineering & Testing, Ip :Test Reporjs 'No. HETI-09-2623, HETI-09-2645, HETI-09 2624 and HETI-41%62646, 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, jAS412-94• ' . ' • 3) Water Resistance Test, per FBC, TAS 202-94 . . 4) Forced Entry Test, per FBC 2411 3.2.1 and tAfi 202-94... . . along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04--1896 A, HETI-04-1896 13 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. 09-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02-T095 and HETI-02-T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz Seda, P. E. (Submitted under NOA No. 03-0219.01) • • • • E-1 ect:n ,lain a. Gascon P. E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s IIEETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Sella, 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 rtvisAi• dated Offe// 10, • ••.. signed and sealed by Thomas J. Sotos, P. E. .• . • • • (Submitted under NOA No.10-0128.04) • • • • • 2. Glazing complies with ASTM E1300-98/ 04 •....• • •• •••• • D. QUALITY ASSURANCE• • • 1. Miami—Dade Department of Regulatory and Economic ResourcE§ (ITER). • • • • • • • E. MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ibc. for their. "Kuraray PVB Glass Interlayer", expiring on 12/11/16. • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ LS.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) Jaime D. Gascon, Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E-2 • • • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-18961, HETI-04-1377, HETI-02-T095, HETI-02-T090, HETI-02-1253, HETI-02-1726, HETI-D2.-d728, HETI-02-1736, HETI-02-1742, HETI-02-1163 and HETI-0P-J.765, issaea by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/U8/04, all stmt. 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 Intibsteles, Inc. fof their • Series "La Porte 8'--0" Outstiving Aluminum French Doors - ri ", ap.pro'ved on • • 06/06/13 and expiring on 06/05/18. ••• E-3 . . . .. . ... . • • Jaime D. Gascon,T. E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 FRAME JAMB bU6J-1b ALUMINUM SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM 1 PANEL TOP R. BOTTOM RAIL 6063-T6 ALUMINUM 1 HINGE STILE 6063-T6 ALUMINUM 1 LOCK STILE 6063-T6 ALUMINUM 1 TOP & BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM 1/4 ROUND ALUM, BEAD - 7/16' 6063-T5 ALUMINUM 1/4 ROUND ALUM. BEAD - 3/8' 6063-T5 ALUMINUM 1 HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM Bulb Vinyl Wts'p.-Team Plastics, Inc, , See Material Composition at Sheet 6 WISP. 8 TOP/BOTT. RAILS Schlegel FS - ,187'w. X .210'h, WTS'P. f+ FRAME HEAD & JAMB Schtegel PB - .187'w. X .330'h. 1 STRIKER MOUNTING PLATE 6063-T5 ALUMINUM rt STRIKER PLATE 6063-T5 ALUMINUM GLAZING ADAPTER 6063-T6 ALUMINUM I. DELTA FLUSH BOLT (8 TOP & BOTTOM OF LOCK STILE) DOOR LOCK / DEAD BOLT SET KWIKSET - Series 690T COMBO DOOR LOCK / DEAD BOLT SET SCHLAGE - Series FB350 COMBO DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO Frame Install. Screw -- Head (See Notes at sheet 4 of 6) Frame Install. Screw- Jamb/Sill (See Notes at sheet 4 of 6) FRAME ASSEMBLY SCREW #12 X 3/4' PH. -PHI. JAMB ADAPTER SCREW #10 X 3/4' P.H.-PHI. 1/4 ROUND ALUM. BEAD - 11/16' 6063-T5 ALUMINUM GLAZING ADAPT, ATTACH. SCREW #8 X 1 1/4' FR-PHL Double Rail Assembly Screw 3/8'x2 1/4' Hex Screw 8. Nut NEUTRAL CURE SILICON£ Schnee -Morehead S14-5731 NEUTRAL CURE SILICONE Dow Corning 899 NEUTRAL CURE SILICONE Tremco S-500 Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus Laminated Gloss see Pg. 5 Dupont - PVD Laminated Glass see Pg. 5 Saftex - PVB PANEL ASS'Y ALUM, PLATE 1 1/2°x 2`x 1/8' (6063-T5 ALUM.) Panel Ass'y Full Lenght Rod 3/8'Dia.-209 Rod, Plate, Flange Nut HINGE ATTACHMENT SCREW #10 X 3/4' P.H. / PHI. SIDELITE ATTACHMENT SCREW #10 X 1' PH/PHIL. - (17' OC Max.) 1/2' Dia. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 7/8' Dia. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwett 14-79 FLUSH BOLT SIU Plug - Nylon 6-6 SUNCOPLASTICS Inc. Rockwell 14-79 1/2 ROUND FALSE ALUM. MUNTIN 6063-T5 ALUMINUM , INT FALSE APPLIED MUNTIN 1.25' X ,022' STOCK ALUMINUM FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' tong FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM TWO-POINT FLUSHBOLT LOCK OPTIONAL ( FOR +/- 76.0 psf DP) FLUSH BOLT GUIDE ALUM, ANGLE 1 1/2`x 1 1/2'x 1/8' Alum. 6063-T5 2 -Point Lock Dolt Guide ANGLE 3`x 3'x 1 1/2'x 1/8' Alum. 6063-T5 Joint Sealant- White Colored 'Purvis Co.' Super Seat LOCK ACTIVE HANDLE & TRIMSET ASHLAND #W5201A-A MULTI -POINT LOCK ACTIVE ASHLAND #W5110-STACTS LOCK PASSIVE HANDLE & TRIMSET ASHLAND 14/520IA-P MULTI -POINT LOCK PASSIVE ASHLAND #W5110-STPAS4 ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME ANCHOR SPACING FRAME HEAD & SILL. 5 8 5J8' - to r hinge Sidelite /////// to 3/4, - SEE ALTERNATE LLT 14 OPTIONS AT SHEET / 3 of 6 Q.9/ /7i% Active „gel 50.8' 13 1/8' 1.-641(max. o.c. 1/ 3!4 (at sidelite) NOTES; 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 3). MAX. FRAME SIZE 146 1/2"w. X 95 3/4"h. OXXO 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. 6). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 8). MAX. DAYLITE OPENING WIDTH = 25" 7). MAX. DAYLITE OPENING HEIGHT = 83 1/8" 8). SEE ELEVATION AT SHEET lof8 FOR MAX. ANCHOR SPACING 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 10). NO HURRICANE SHUTTERS ARE REQUIRED • • • • • •1'K(*)Ul;l 11�l3Y1SbL • • . • • 4 cinppybjg with the Florae• • __ • • • IIye* CodeC • •• :0 •• • PRIFE •� ••• B .• : • • yc1 Control • • • • #18 \ /z! Inactive 6 1/2' dead -bolt F/AItiTERNATE B01. Fla AT SHEET of 6 12 3/4'-I �' 4 /2 4 1/2' �-- 14 l/8' -J (max. a.c, o (max o.c. a active panel) Inactive pan( "OXXO" EXTERIOR ELEVA.T NOTES: 1). THIS PRODUCT 15 DESIGNED AS PER 2014 FL 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 THE FBC 2014 CODE. 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST E TRANSFER LOAD TO THE STRUCTURE & TO BE 4). ANCHORS SHALL BE AS LISTED, AND SPACED DRAWING DETAILS. ANCHOR EMBEDMENT TO B. BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATIO 6). ANCHORING OR LOADING CONDITIONS NOT SHE ARE NOT PART OF THIS APPROVAL LIMITATIONS: 1). MAX. DP = *86 PSF W/ (4) Surface Bolts (SEE LOCATION DETAILS Re SHEET 3 OF 6) 2). MAX. DP = ±76 PSF W/ 2 -Point Lock (acti 3). MAX. DP = ±76 PSF W/ Flat Sill & must b not required or opening is protected by over 4). MAX. DP = *86 PSF W/ Multi -Paint Lock (' 325. •• • •1.1 =• • lI •:• • • • WO ••• frC ATE F Revision Notes: Revised to comply w/ FfC2004 -11/01/06 Revised to comply w/ FBC2007 & added Insulated Olaas 01/22/10 Ashland Mult-Point Look 01/27/11 Revised to comply w/ 2010 FRC Revised to comply w/ 2014 FBC WSOJV (11417LJSTr IES. INC. MANUF4C7URBR OF QU4LuTY AWMI Draw Craton NOA APPAOVAI. Part Mean Prod Categatyr IMPACT Siert. FRE 25' Hax. DLO 11 11 yldtY1 u TION R0HSSRNATEET ocis AT SH 3 of 6 145 I/2' Max Unit Width SEE ALTERNATE BOLT OPTIONS AT SHEET3 Swing < 35 3/16' mox. —Il. II _ Inactive 43)4 . (I\ 1/ 11�1 T T .TERNATE BOLT AT SHEET OPT i AT SHEETLT 3of6 "XX" ELEVATION "OXXO" ELEVATION (IS II Flax. M. VIdtW al, ;1 11� °'° xek l 1 P "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT—SWING DOOR WITHOUT INSECT SCREEN. PRODUCT REVXSBD • • • • • • • as complying with dm Florida - /'� 13}si4�� ° , Q�.1..J • : �.i i 8 I w • ••• • • ••H LCB li ,iiii ,,,,,, ..„,„... (z„ da ,:: . r ,. . .... • b, . ••. • •THOMAt • • pn ••• t 4 . . Miaml Product Control • • • • •• S Sdk03 • • • )INNER .. • ,S • '6t}� ''is Revised to comply w/ FBC2004 —11/01/05 rj• iL; • Revised to comply w/ FHC2007 & added • • • • ti* e • Glaciated Glass 01/22/10 • • • :. and Molt—Point Lock 01/27/11 • . • • "IX • Revised to comply w/ 2010 FBC F : �/ Revised to comply w/ 2014 FBC • 0O e1 �+a o xC:i z 0 .� r M0) LE in OM °'s e�n1 E 11_ OPPTTItNNSSAATTSSHHEET LT 3 of 6 "X" ELEVATION "LaPorto" IMPACT FRENCH MITERING DOOR A- NIJMBRR OF ANCHORS AMR DP PANEL ACTUi (IIr< --I WIDTH • HEIGHT • — ____11 11 11 —I 11 3 Hax. DL 11 VIdtW 011!,.1 17 3 011„ �_ 5 +86.0 23 : 'II >r(5) 5 \ / - - of ! __-� 5 II 31 3 it II 5 __�. t .9 x —Il. 6 1 11 3 16 1/4' 11 11 \Active +86.0 ' `- ° ctive II / g ° t+e `• , —II 6 1 V ..r-- 1—U / r II ±86.0 31 f -it--ir 7 ---1r-- 35: r--- .TERNATE BOLT AT SHEET OPT i AT SHEETLT 3of6 "XX" ELEVATION "OXXO" ELEVATION (IS II Flax. M. VIdtW al, ;1 11� °'° xek l 1 P "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT—SWING DOOR WITHOUT INSECT SCREEN. PRODUCT REVXSBD • • • • • • • as complying with dm Florida - /'� 13}si4�� ° , Q�.1..J • : �.i i 8 I w • ••• • • ••H LCB li ,iiii ,,,,,, ..„,„... (z„ da ,:: . r ,. . .... • b, . ••. • •THOMAt • • pn ••• t 4 . . Miaml Product Control • • • • •• S Sdk03 • • • )INNER .. • ,S • '6t}� ''is Revised to comply w/ FBC2004 —11/01/05 rj• iL; • Revised to comply w/ FHC2007 & added • • • • ti* e • Glaciated Glass 01/22/10 • • • :. and Molt—Point Lock 01/27/11 • . • • "IX • Revised to comply w/ 2010 FBC F : �/ Revised to comply w/ 2014 FBC • 0O e1 �+a o xC:i z 0 .� r M0) LE in OM °'s e�n1 E 11_ OPPTTItNNSSAATTSSHHEET LT 3 of 6 "X" ELEVATION "LaPorto" IMPACT FRENCH MITERING DOOR PANEL WD]TH : is GHT ACTUAL M. (240028) NIJMBRR OF ANCHORS AMR DP PANEL ACTUi (IIr< GLASS TYPE "A" & "B" +/—(PSF) WIDTH • HEIGHT • tau 10 1/4° 5 ±86.0 11 3 16 1/4' 5 ±86.0 17 3 22 1/4'• 77' 5 +86.0 23 : 28I/4' >r(5) 5 +86.0 29 : 30 1/4' 5 /86.0 31 3 34 1/4' 5 +86.0 35 10 1/4' 6 ±86.0 11 3 16 1/4' 6 +86.0 17 3 22 1/4' 93' 6 ±86.0 23 : 28 1/4' x(6) 6 ±86.0 29 30 1/4' 6 ±86.0 31 f 34 1/4' 6 ±86.0 35: • OPERABLE PANEL MUST'MEET APPLICABLE REQUIREI • 0 PARENTHESIS INDICATES / OF ANCHORS AT FRA! Revision Notes: L WS (IN•D7CJsTE IE, Ii -TC. MANUFACTURER OP QVAIJTT AWMI Draw Clow! NOA APPROVAL Puri Gant Prod Category: IMPACT Sari FRE J JAMB "OXXO° UNIT WIDTH Inactive Active INTERIOR SIDE Inactive BOLT - MINAT D GL SS L J LOCK STILES WITH TWO—POINT LOCK & FLUSH BOLT EXTERIOR SIDE 18 INTERIOR SIDE 2' Sill Height i ••• • A e : MIN EMBED. INTO 3500 PSI CONC. (TYP.) -5/16' ELCO TAPCON V/ 1 1/2' MIN EMBED. (CCC t:IS{-T t nr • TWQ—PQINT • )=-P'QINT MAX. Ole» •fJ$ FPS,: '&. OP j e PSE OPTIONAL LOCK DETAILS PRODUCT REVISED as complying with the Florida • I et/' ■ /'1.ol s /rte VI4 . ••• • ••• • :TROD 1. saw • . • • PROFESB + :. I 1NQ[31� • • • • • • •••• • • • • 4. •• ••• • • o fc� ATE OF • OPTIONAL BOLT 0 TOP IML OPTIONAL_ HALT BOTTOM RAIL ( SEE DETAIL E3 FOR MOUNTING LOCATION ) FLUSH BOLT & • TWO—POINT LOCK LIMITATIONS: 1). MAX. DP ±86 PSF W/ (4) Surface Bolts & Glass Types A, B, & C. 2). MAX. DP a ±76 PSF W/ 2—Point Lock (active)+(2) Surfoce Bolts 0 Inactive ANCHOR NOTES; 1. SEE ELEVATION AT SHEET 1 I ANCHOR O.C. MAX. SPACING 2. SEE SHEET 4 OF 6 FOR INS FASTENERS TYPES. (*) CY EXTERIOR SIDE OPTIONAL SILL a• �:. I t (MIN. Et (') FLAT SILL NOTE DOORS 1. SIDELITES WITH THIS S THIS TYPE OF SILL IS LIMITED MUST BE USED WHERE WATER IN EXTERIOR OPENING IS PROT£CTEI OVERHANG GREATER THAN OR E0' WHERE THE DOOR IS LOCATED, Revision Notes: Revised to comply w/ FBC2004 —11/01/06 Revised to comply w/ FBC2007 & added Insulated Glass 01/22/10 Ashland llult—Point look 01/27/11 Revised to comply w/ 2010 PBC Revised to comply w/ 2014 FBC 4'i 147S0A1 (SIV 'Cr a, XINT C. MANUFACTURER OF QUALITY ALUM Prost Claw NOA APPROVAL Part clam Rad caleperyi IMPACT Stn FRI LOCK STILE r JAMB] JAMB LUCK J I ILC. Active r .. 1/4' -- MAX SHIM 5/16' TAPCON W/ �1 1/2' MIN EMBED. �• (SEE NOTES FOR SPACING) UNIT WIDTH EXTERIOR SIDE 2x P.T. VD. BUCK (SEE NOTE AT 1/4' MAX, SHIM TYP. .AMATEGLASS INTERIOR SIDE EMBED. TYP 1 1/4' MIN. EDGE DIST TYP • 1j4' (EDGE DIST.)':'. 1TYP. T w MIN EMBED (TYP.) 5/16' TAPCON W/ 1 1/2' MIN EMBED. SEE NOTES FOR SPACING ' '_ �- 1 x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) UNIT HEIGHT PANEL HEIGHT W z EXTERIOR SIDE HI'_ 1/4' MAX. SHIM TYP. Sldelite Attachment Screw ( 6 Screws a each side oR - 12 total per sldelite ) INTERIOR SIDE PRODUCT REVISED as complying with tho ' larida Building Code Acceptance No ate ,Jambs, 17' rix. O.C. ado Product Co tol • • • • •• ••• •• .0 UNIT WIDTH EXTERIOR SIDE • • • •• • ••• • ••• • • • • *THOMAS J. S0OS • • FR r. BER •• • Silt '4elght f'4,1:, 4 • . .i 4in, • 4 • ••E: i.dS�. s� • 5 ie?5 ;' • • • ••• g• rCE TF OF o,'.0 (11 INTERIOR SIDE • -�i LOCK STILEvs0 Active Inactive • • •" EXTERIOR SIDE Revision Notes: Revised to comply w/ FBC2004 -11/01/08 Revised to comply w/ FEC2007 k added Insulated Glass 01/22/10 Ashland Mult-Point Lock 01/27/11 Revised to comply w/ 2010 FRC Revised to comply w/ 2014 PBC _. . 112' (MIN. EMBE.t TYP, LOCK INSTALLA' "IX BUCK" MII HEAD: 5/16" JAMB: 5/16" MULLIONS: 5/ (•) T • COI "2X BUCK" MI! HEAD: 5/16" JAMB: 5/16" MULLIONS: 5/ I•) TAPCOI AT SILL: 5/16' INTO NOTE; ALL FAS 1 1/4" MIN. EDGE ANCHOR YIE' ANCHOR UL1 • ALL TAPCON L ( SEE EIJ ANCHOR L WS N aINT L)T.TS-'Tums, INC. MANUFACTURER OF QUALITY ALUM! Draw Clap: NOA APPROVAL Part Clad Prat c 'u ' t3M IMPACT • FRE //, SILL FRAME ASSEMBLY DETAIL HINGE ATTACHMENT SCREWS 831 110 x 3/4' PHVPHIL LEFT DOOR /'".11D1GE STILE 3 15/16 HINGE ATTACHMENT DETAILS AIaSs fox . ATTACHMENT dS 131 3/4' PHJPHIL. STILE BUT TON ADAPTER' DOOR INTERIOR SDE SIDELITE/JAMB ATTACHMENT DETAIL • ACCESS HOLE • 0 INTERNAL THREADED ROD 3/8' DIA. LEFT HAND HINGE LEAF TO DOOR STILE HEX HUT AND WASHER PANEL ASSEMBLY DETAIL ACCESS HOLE COVER Laminated Glass by Dupont or Solutia Types "A", "B' or 'C' (sEE TABLE W/ CORRESPOND'N GLAZING TYPE & DESCRIPTI 1/4 Round Bead EXTERIOR SIDE GLAZING DETAIL #1 2* .090' DuPont SGP Intert< 3 3/16' Annealed .940" 0/A Laminated Glas ITB1T DESCRIPTION 1 2 3 1/8' Annealed .090' DuPont PVB Interl 1/8' Annealed .340" 0/A Laminated Glasl DESCRIPTION 1/8' Hent-Strengthenec 090' Saftex PVB Interlayer 1/8' Heat-Strengthenec ITEM 2 3 10 Gleztng Adapter 5/16" Laminated Glass <SEE TABLE W/ CORRESPONDING GLAZING TYPE & DESCRIPTION)_ INTERIOR SIDE Glazin _ Siloone 0 1/4" Insulated Air Space w/ 1/8" Temp. Mass INSULATED SPACER 'TruSeal'- Dura Seat Swiggle Spacer Black - 1/4' A&• Spnce Pt.No, 812-2514-357 EXTERIOR Glazing 28 GLAZING DETAIL #2 rL— Bead GLAZING TYPE .340" 0/A Laminated Mast ITEM 1 2 3 4 5 DESCRIPTION 1/8' Heat-Strengthene< .090' Saflex PVB Tntertayer 1/8' Heat-Strengthenec 1/4' INSULATED AIR SPA, 1/8' TEMPERED GLASS Glass 1/8' .090' DuPont SGP 1/9' Heat-Strengthene( Interlayer Hent-Strengthene, 1/4' INSULATED AIR SPA 1/8' TEMPERED GLASS •0.125 THK. MIN. (6063-T5 MIN.) UMINUM TUBE MULLION FER TO APPROVED 4M1-DADE NOA tX. SHIM TYP. CON W/ ISEFOR SPACING ENC. 3 KSI MIN.) 9 1114 Stas OR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) 1' HIN EDGE DIST, 3 Fitch Beyond Neta) Thldaless 1 1/4' MIN EDGE DIST I— 1 TYP 1 1/2' (MIN. EMBED ' MAX. SHIM TYP. 12 GA. MIN. (fy = 36 KSI MIN.) STEEL TUBE OR COLUMN (STEEL IN CONTACT W/ ALUM. TO BE PLATED OR PAINTED) 1/4' MAX! SHIM TYP. 5/16' ELCO TAPCON W/ 1 1/2' MIN EMBED. (SEE NOTES FOR SPACING) 2 x CRT.) WOOD BUCK (SEE GEN. NOTE 03) 1/4° MAX. SHIM TYP. 4 •. ••• • • • • • •• • • • •• • • • •• ••• •• • • • P• • ••• • • ••• • • •• • • • THOMJS3 J. SOTOS • r • • PRUE01 ...HUMBER .: 4162,1p • o0 •• se • • • HINGE NYLIBI END PLUG < NW L-4012 1 5/I6•c^.4,,1E11S STEEL PM 4E5— -- 3. 4 • • • • a (1 L-4013) 1 4D gNo1c�t J f - 7.625 1 HINGE ASSEMBLY DETAIL #FD -824-2 PRODUCT REVISED as complying with 0 F11 Building Codo Acce. No s NNtlamlbade Product Col Revision Notes: S�•f! • • • •• • " ' ar Tr OF : /PS Revised to comply w/ FBC2004 -11/01/05 Revised to comply w/ FBC2007 & added Insulated Glass 01/22/10 Ashland Mult-Point Look 01/27/11 Revised to comply w/ 2010 FBC Revised to comply w/ 2014 FBC WSOIV(I1-zD1CYSri'I2IE. INC. MANUFACTURER OF QUALITY ALM Draw Maw Pore Ctoan Prod Category: S.r NOA APPROVAL IMPACT FRI Draw Claw Pare Clam: Pratt Category sari NOA APPROVAL IMPACT FRE MULTI -POINT LOCK PASSIVE 43 PASSIVE HANDLE & TRIMSET 3/8' 0.D. rSTEEL BOLT FLUSH BOLT AND 49eTWO-POINT LOCK ANGLE GUIDE #FD -827-1 17 k-1.259 GLAZING ADAPTER #L -91O 1—U —1 .908 QUARTER ROUND (11/18") BEAD #FD -834 1.500 r.124 ` --- 1500 INACTIVE -PANEL 47 AANGIS.,HE GUIDE 1 1/2" LONG #FD -825-1 .119 .730 — 2.031 11 HINGE LEAF #L-908 60 .726 I---�- .808 QUARTER ROUND 10 (3/8") BEAD #L-912 .074 1.127 4 n n i n I 1 1 CDPANEL HINGE STILE #L-907 (L321 --- 1.812 - 1 1/2' -11-1/8' SIDELITE PANEL ALUMINUM PLATE 35 2" LONG #HC -002 ional Multi --Point Locks s . I .s,... _. Ines% --STA RUSS STEEL BOLT (1-) to 5/16' C.D. SSS (+/- 76.0 psf) t•) 3/9' O.D. SSS (+/- 96.0 pse) 1.250 0.656 .045-r 0HALF ROUND 42 FALSE MUNTIN #L-913 --{1-.070 I X060 T- .835 .656 1 .808 -1-I QUARTER ROUND (1/4") BEAD #L-911 1.750 4.187 5.05 PANEL LOCK STILE #L-905 1.625---IL0.198 ,052 ORAIL ADAPTER #L-909 Flexible Vinyl (FPVC) Composition - Team Plastics, Inc. 1. FFVC Black Compound No. 7200-75 PHYSICAL ASTM NO Duomcter Hardz "A",10 sec 75 D-2240 Specific Gravity 1.45 D-792 Tensile Strength, PSI 1640 D-638 Ultimate Elongation % 340.0 D-638 Modulus@ 100%Elasgatien, PSI 765.0 D-638 ImpactBritlleaess, -31.0 D-746 "2. FPVC White: Compound No. 7287-76 PHYSICAL ASTM NO. Du•:acted Bardeen P.", IQ sec • • 7s • D-2240 S1ecilic Gravity * • • • • • •145 D-792 Tensile Strenplh,tlufl• • • • • • ?No D-638 LiQiwilte R % 7a • • • • • '25.R D-638 Modulus@ 100%Elcogaden,PA 765. D-638 Impact Brittleness, -30.0 D-746 • ••• • ••• • • • • THOMAS TOS • • • i • •p117tt _ 1 R R. • • • • • • • •• , :;•llvS.•• • a.e • 414.11®r. !25j• w1;i1 • • • • r*• •i• 4du •• t. • Revision 4.000 — 175 — (---;\ PANEL TOP & BOTTOM RAIL #L-908 1750 .500 .125 -� — ,100 — .136 — .065 —T 1,812 (/ FRAME JAMB #L-903 c NOTE: 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 2. SEE ELEVATION AT SHEET 1 OF 8 FOR ANCHOR 0.C. MAX. SPACING AND LOCATIONS PRODUCT REVISED as complying with he Florida Building Code Acceptance No r s.Y r Miami t , Product Control Notes: Revised to comply w/ FBC2004-11 01/05 Revised to comply w/ F2C2007 & added Insulated Glass 01/22/10 Ashland Mult-Point Look 01/27/11 Revised to oomply w/ 2010 FHC Revised to oomply w/ 2014 FRC x218 (*) NO1 REFEI FOR WSON arn:).0- .mems, INC. MANUFACTURER OF QUALITY ALUMI DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Produtyt•afilrol Section that this product or material fails to meet the requirements of the applicable buildia4code. • • • • This product is approved as described herein, and has been designed to comply with the '!lorida Waling MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786)315-2590 P (786) 315-2599 www.mia midade.eov/economy Code, including the High Velocity Hurricane Zone. • • • • • DESCRIPTION: Series "HS -8700 (Flange -Frame)" Aluminum Horizontal Slid iug.Window w L.M.I. • APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 HoriA1141 Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", date n111/14,'prepdred by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miamv-Dade County product Control Revision stamp with the Notice of Acceptance number and Expiration dote 19y;he Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact. Resistant • • • ••• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, %fate, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12-0127.08 and consists of this page 1 and evidence pages E-1, E-2 and E--3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. ,j,(sAf p"-\ t`< NOA No. 14-0908,14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, pre fed by Hurricane Engineering & Testing, Inc., Test Reports No.'s• JE V-1 0 -EV. and HETI-10 3051, dated 03/23/11, signed and sealed by Candido F. Fant, P. R.. • •; • • (Submitted under previous NOA No. 11-0705.10) . 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per14BTASV,,02,-4 • • along with marked up drawings and installation diagram• • 5f 8 "Specimens • of an aluminum horizontal sliding window, XOX (1/4„4. • 1/4 •wand.:1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering .&. Tssting, InG,, Test • • Reports No.'s HETI-10-3047, 11ETI--10-3053, HETI-10-057, ZIETL-10.130, • HETI-10-3223 and HET -10 3225, dated 03/23/11, signed anti se,,arkd by raridiao F. • Font, P. E. (Submitted sander previous NDANo.11'7f7J1$10) • • • 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda; P. E. (Submitted under previous NOA No. 11-0705.10) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.11 TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 6.Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading pet F.0:TAS 21 ; �4 3) Water Resistance Test, per FBC, TAS 202-94 •.. •• •• • 4) Large Missile Impact Test per FBC, TAS 2014,44 • • • . 5) Cyclic Wind Pressure Loading per FBC, TAS 205'94 • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 2137-•94 • . . along with marked -up drawings and installation diagram of. �• •specimens• o an aluminum horizontal sliding window, XO configuration, prepared .by Fenegtration • Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL.-308&and BTL -3364, • dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed. 'by Luis Antonio • Figueredo, P. E. (Submitted under N4A No. 02-7722205) • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 0.7/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 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. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance 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. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos, P.E. (Submitted under previous NOA No.12 0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed **Thomas J. Sotos, P. E. (Submitted under previous hQt Yo. 12M7.08) 5. Laboratory compliance letter for Test Reports No.'s HETI:41.Q, 047, iJ !'1-10- 3048, HETI-10 3049, HETI-10-30491, HETI-10-3050,11.6114100-3051, iIETI- . 10-3052B, HETI-10 3053, HETI-10-3056, HETI-10-37,0.HET;Q:1130, • HETI-10-3131, HETI-10-3223, HETI-10-3224, HET -10-7275 and ¶HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., d/09/10i 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) ' • ' 6. Laboratory compliance letter for Test Report No. HET --1p'-,3251, • issued by • Hurricane Engineering & Testing, Inc., dated 04/25/11, signed?nd 1;ealed'6�r.Rhfael• E. Droz-Seda, P. E. (Submitted under previous NOA No. 11-07'0.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08- 2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI- 08-2116A and HETI-08211.6B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal .Aiding Window --- LM:L", approved on 03/29/12 and expiring on 04/11/17. E-3 Jaime D. Gascon, ' . E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 0 CD \\ XO OR INSTALLATION ANCHOR DETAILS AND NOTES. iN DETAILS "A, Al, B, & Bl" REFER TO SHEET #3 TION DETAILS "C, D, & E" REFER TO SHEET #4 OR DESIGN LOAD CHARTS AND NOTES. 1.13-1/3-1/3) FOR INSTALLATION ANCHOR DETAILS AND NOTES. ON DETAILS "A, Al, B, & BI" REFER TO SHEET #3 CTION DETAILS "D, & E" REFER TO SHEET #5 FOR DESIGN LOAD CHARTS AND NOTES. d Lite (1/4-1/2-1/4) FOR INSTALLATION ANCHOR DETAILS AND NOTES. mar rant, arr n "f 1r b o. Or" DL 'PQ VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300—m. '1't11J YKODUt I• IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO. BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #8, 7, or 8), AND FOR USE WITH DOUBLE GLA' LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #8, 7 or 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL—UTE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN—EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONL 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCH (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAIL: & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHA 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY Al WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTA THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS Tt PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLI •• ••• • • • • • • •• • • • • • • • • •• ••• •• • • • •• •••• • • • • • • •• •• • • • • • •• • ••• • ••• ••• • • •• • • • • • •• •• • • •• ••• • • • • ••• • • • • • • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • •• • • ••• • • • •• ••• • • •• • • • • ••• PRODUCT REVISED an mnintVlfgwith tho Florida +%- 7OPSF (4 TUTAL) y� (i —5' 11 It Maxli D.L.O. '1 d h I Max. D.L.O. Widt _ Qv\•\ ,\ ao Max. Vent D.L.O.Height -:\t6 7/76" e" <a ... So a J d V (i O , e —5' 11 It Maxli D.L.O. '1 d h D.L.O. WIdNi _ -7----=--ter-7 -- r. rl ::\\N!;, ii A it It \�� :IL. II\\ l II II 11 I� _ Max.! 1xed D.a. Height 14 57 9/101" ,.,Mox. .. 24 3/8", to N. to <a ... So a J d V (i O , // /// EIR NOTES, NE ANCHOR SPACING AT HEAD & SIL \ t0 ADDITIONAL ANCHORS REQUIRED MEETING RAILS FOR UNITS WITH ABOVE +70PSF / - 75PSF <4 TOTAL) "XOX" WINDOW EQUAL LITE 10VERT1CAL CROSS-SECTION DETAILS 'A, Al, 13, & 131' AT SHEET 143 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET 415 111' OVERALL FRAME WIDTH 110' INTERIOR FRAME WIDTH i i t 1 1 (8 AT FRAME SILL. IF DP ABOVE 70.0) (C) 6 AT EA. FRAME JAMB *SEE GENERAL NOTE ()!3 & #4. 5' A'LL CA NR ERS) 13 1/4' D.C. 4 D.C. ___L 13 1/4. O.C. 13 O.C. S' EXT. & INT. FALSE COLONIAL W/ SILICOONNE AANNDLARE W/ AVAILABLE AS OPTIONAL. c 3 c L. L. J 1 3 4' TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) —1 (MX. o.C.) D.L.O. WIdNi _ EIR NOTES, NE ANCHOR SPACING AT HEAD & SIL \ t0 ADDITIONAL ANCHORS REQUIRED MEETING RAILS FOR UNITS WITH ABOVE +70PSF / - 75PSF <4 TOTAL) "XOX" WINDOW EQUAL LITE 10VERT1CAL CROSS-SECTION DETAILS 'A, Al, 13, & 131' AT SHEET 143 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET 415 111' OVERALL FRAME WIDTH 110' INTERIOR FRAME WIDTH i i t 1 1 (8 AT FRAME SILL. IF DP ABOVE 70.0) (C) 6 AT EA. FRAME JAMB *SEE GENERAL NOTE ()!3 & #4. 5' A'LL CA NR ERS) 13 1/4' D.C. 4 D.C. ___L 13 1/4. O.C. 13 O.C. S' EXT. & INT. FALSE COLONIAL W/ SILICOONNE AANNDLARE W/ AVAILABLE AS OPTIONAL. c 3 c L. L. J 1 3 4' TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) —1 (MX. o.C.) li t Mogi. D.L.O. fidth D.L.O. WIdNi _ ,o '+331/4 —4-----------4--- ,.,Mox. .. 24 3/8", to N. to <a ... So a J d V (i O , 4„ in // II i// .c ol // .i 2 . / / Q d Q V X 0 CO li t Mogi. D.L.O. fidth ,o '+331/4 —4-----------4--- I 1 1 aa) tomto vr ille r T i 1 i1 1 li t f l �-_ 11 I 1 <a ... So a J d V (i O , 4„ •{G--- -- -.,..4 •• ••• • • • • • • • • • • •• • • °A:. • • • 1/ • • • • • •• • ••• ! ••• , (TYPICAL ALL CORNERS) 13 1/4' O.C. • • • It •• • 141•W4' I]C. •• • ••• • • • • • • a • • • •• • • • • • • •• •• • • • • • 1 T 7 • 13 P/4.O.1. • • • • • .1• • • • • • • • • J3 J/4' Of. •• • • • • • • •• •• •i5 • • ,I t�f 40• 4 1/27 VI 1.11 4' I'- 44" — (MAIC, O.C. 63' OVERALL FRAME HEIGHT 62' INTERIOR FRAME HEIGHT ANCHOR NOTES' 1. SAME ANCHOR SPACING AT HEAD & SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) "XO" WINDOW EQUAL LITE NOTES, ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, 13, & 131' AT SHEE 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E` AT SHEET r 5' EXT. & INT. FAL W/ SILICONE A AVAILABLE AS SERIES -8700 HORIZONTAL SLIDING wir FLANGE FRAME ELEVATIONS - L.M.I PRODUCT REVISED wn.,.wlvina with the Florida MaiIt 11 l/ D.L.O. +jidth _,�33 I/ 4P t 1 \ 1 I Of I I t 1 n 11 i// 4G --c 11 i p II v JJt itr 11 1LL 5 4;_ [ jl D t m ii 1i r ■r — _ \\ cio _ \\ • -..-9T .7..# ANCHOR NOTES' 1. SAME ANCHOR SPACING AT HEAD & SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) "XO" WINDOW EQUAL LITE NOTES, ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, 13, & 131' AT SHEE 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E` AT SHEET r 5' EXT. & INT. FAL W/ SILICONE A AVAILABLE AS SERIES -8700 HORIZONTAL SLIDING wir FLANGE FRAME ELEVATIONS - L.M.I PRODUCT REVISED wn.,.wlvina with the Florida :DGE DISTANCE 4 4 a— : 4•.p 11 114' MIN. :.4 '4.4 • 4 EMBEDMENT - 4 4 " 4: INDUSTRIES) MUST SUSTAIN LUAUS 1MNUSLU BY THE GLAZING SYSTEM 1/4' MAX. SHIM SPACE (TYP,) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS it d 4 - 4 4• 4'1 1/4' MIN. . EMBEDMENT 4. 4 4. A. u • 1/4.' MAX, 4SHIM SPACE CTYP.) 4. 4 EXT, GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS <TYP,) EXTERIOR ALTERNATE DETAIL SILL RISER — OPTIONAL APPLIED WITH SILICONE EE DP CHARTS ON L1EiiTt iti `#S, & #6. • • • e • ••• • • • • • • • • •• EXT. GRADE CAULK 4.. 4 r• • 1/4' MAX. • • • • • /HIM SPACE 4 • 4' 4i i • 4• i i (TYP.) 1 j 4' MI • • • !- • 1 1'ME .:• Q . • 4. r ' -4 4. : 4 1/4' MAX. SHIM SPACE <TYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK—BEDDED W/ AN GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FL BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) * WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE Bi. MASONRY IS GESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, 1 1/4' TAPCONS or APPROVED CONIC, FASTENERS INTO CE WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD 01 CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUII PRODUCT REVISED as complying with the Florida LAMINATED GLASS 1/4' MAX. SHIM SPACE (TYP.) SILICONE ADHESIVE BEDDING COMPOUND INTERIOR 1/4' MAX. SHIM SPACE (TYP.) 1 1/4' MIN. EM ; I ENT 1121111U1111U1;ti1i111'4'Sh'Id t'i; {{{rEEEE<E+K-'<{{-''4E f( * )”.)).}}}}}}}-)43*) , WEEE<<, ««{<-<{f«f., Ix .PT. WOOD BUCKS 4. 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CO - (SEE ELEVATION AT SHE . FOR MAX. FASTENER SPA 13 WIGllllitl\111t1LR11\11tt111P 111t11U •4 1 1/4' MIN. EMBEDMENT 1 1/8' MIN. • .• EDGE DISTANCE 4. EXTERIOR EXT. GRADE CAULK fH NAILED TO ID SHEATHING ;HITECT OR G.C. HERS) !IES, INC. EXT. GRADE PERIMETER CAULKING NOT BY °LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) ,ND SWEEP) OPTIONS (INUM AND PLASTIC* LIFT HANDLE 73° MAX. WINDOW FRAME BUCK WIDTH 74° MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE { "OX" REVERSED } WINDOW INSTALLATION TjQT S. • • • , • • • . . • • 1. THE WINDOW FRAME FLANCi TOJE CK••B£DBED VI/ AN EXT, GRADE CAULK THROUGHOUT (HE�iQE1II41•$R CF, FLANGE BY WINDOW INSTALLER (TSP.).•• •• • • • •• 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPRQV€D EXTERIOR GRADE CAULK BY OTHERS (TYP.). • ••• ••••• •1• • • • • • • • • ' WHEN THE GAP BETWEEN TM; aWIRIDG/ FR*LE •ANIf :UCK OR MASONRY IS LESS THAN T%S", SHIMS IRE N4T REQ!J RED.• ANCHORS NOTE; •.. • . • • •`• • • ANCHORS TO BE 1112 SMS;❑R:Wp .iS tS .INThI W[]D, OR 1/4' TAPCONS or APPROYED.GOMG. Fi A:TE:ER$.1'P V CONC., WITH A MINIMUM OF 1 1%19 NEINA1•I❑N•?A?TU WOAD OR CONC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT RBVISBD LLLNR JALLLUIVL /1LIlLJL Y L 34 BEDDING COMPOUND LAMINATED GLASS 4. EXTERIOR 1/4' MAX. SHIM SPACE <TYP.) 1/4' TAPCON W/ 1 MIN. EMBEDMENT IN" - <SEE ELEVATION A' . FOR MAX, FASTENEF 1 1/8' MIN. EDGE DISTANCE d EXT. GRADE CAULK MOTES: E TO BE BACK—BEDDED W/ AN EXT. THE ENTIRE PERIMETER OF FLANGE YR) :TER OF THE WINDOW FRAME TO 1/ED EXTERIOR GRADE CAULK 'HE WINDOW FRAME AND THE HUCK OR , SHIMS ARE NOT REQUIRED. OR WD, SCREWS INTO WOOD, OR 'ED CONC. FASTENERS INTO CONC., 1' PENETRATION INTO WOOD OR ABLES FOR QUANTITIES REQUIRED) WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE •• ••• • • • • • •. • • • • • . • • • •• ••• •• • • • •. • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• •• •• •• • • •. •• • .• • .. • . • .•• • •.• • .• • .•• • • • • .•• • • • •.• • • • . • • 000 • • • • • • • • • • • • • • • • • • • • • • • .. • • • PRODUCT REVISED rninnivilxt with the Florida _ U UL1 .i/1Ui1V au OUB JUDI-HS RUA I3IlddV +NOIJ dE - N3SRI � 1 FYI _ v tl op, , Agip oN �uuldam A' �� i. opo3Suwwim 61�{ imm $m,Sidmoo se • .. . • • : ..• • • • • aU U U/.,'f' d AVUY bMUUP{U11 IV.I MY amaxivUv damn ti Ca ' '3 't 'V„ sad4u sSVIO HSI, S MOUS UV da SMOUNIM NO ann. TIIS a' 'SNOILdO 31400IIIS a8 SUMO `SNcw, ONIZV'IO 2103 6 lS - - - - - 0'OL 0'99 0'99 0'99 0'99 0.99 8 0'08 0'08 0'09 0'OL 0'OL 0'0L 0'01. 0'99 0'99 0'99 0'99 9 0'09 0'08 0'08 0'OL 0'OL : ®;OL. •: '0 • • • 0'99 0'99 0'99 0'99 17 0'08 0'08 0'08 0'OL 0'04 • '4L : . ®'OL : • 0'99 0'99 0'99 0'99 17 0'08 0'09 0'08 0'01. 0'OL 0'OL 0'01. 0'99 0'59 0'99 0'99 9 0'08 0'08 0'08 0'OL 0'OL 0'OL O'OL 0'99 0'99 0'99 0"99 9 0'08 0'08 0'08 0'OL 0'OL •.0'Q • • • • -'ct'. • 0'99 0'99 0'99 0'99 17 0'08 0'08 0'08 0'OL 0'OL VOL: : ::'0'CIL : 0'99 0'99 0'99 0'99. 17 0'08 0'09 0'09 0'OL 0'OL 0'OL I.1 0'99 .0'99 0'99 0'99 8 0'09 0'08 0'08 0"0L 0'OL 0'OL 0'OL 0'99 0'99 0'99 0'99 9 0'08 0'09 0'08 0'OL 0'OL 0'OL 0'OL 0'99 0'99 0'99 0'99 17 0'08 0'09 0'08 0'OL 0'0L 0'OL 0'OL 0'99 0'99 0'99 0'99 17 0'09 0"08 0'08 0'0L O'OL O'OL O'OL 0'99 0'99 0'99 0'99 8 0'08 0'08 0'08 0'OL 0'OL 0'OL 0'OL 0'99 0'99 0'99 0'99 9 0'08 0'08 0'08 0'0L O'OL O'OL O'OL 0'99 0'99 0'99 0'99 17 0'08 0'08 0'09 0'OL 0'02 0'0L 0'OL 0'99 0'99 0'99 0'99 V 0'08 0'08 0'08 O'OL 0"OL 0'OL 0'OL 0'99 0'99 0'99 0'99 9 0'08 0'09 0'08 0'OL 0'OL 0'OL 0'OL 0'99 0'99 0'99 0'99 9 0'08 E 0'08 __. 0'08 0"OL O'OL O'OL 0'OL 0'99 0'99 0'99 0'99 V 0'08 0'08 0'09 0'0L 0'OL 0'OL O'OL 0'99 0'99 0'99 0'99 V - - - 0'OL 0'OL 0'0L 0'OL 0'99 0'99 0'99 0'99 9 0'08 0'08 0'08 j O'OZ. 0'0L 0'OL 0'OL 0'99 0'99 0'99 0'99 0'08 0'08 0'08 0'OL 0'OL 0'OL 0'OL 0"99 0'99 0'99 0'99 9 0'08 0'09 0'08 0'OL 0'0L 0'OL 0'OL 0'99 0'99 0'99 0'99 17 0'08 0'09 0'08 0'OL 0'OL 0'OL OW 0'99 0'99 0'99 0'99 17 0'08 0'08 0'08 0'OL 0'OL 0'OL 0'OL 0'99 059 0'99 0'99 9 0'08 0'08 0'08 0'0L 0'0L 0'OL 0'0L 0'99 0'99 0'99 0'99 9 0'08 0'08 0'08 0'OL 0'OL 0'OL 0'OL 0'99 0'99 0'99 0'99 9 0'08 0'08 0'08 0'0L 0'OL 0'01 0'OL 0'99 0'99 0'99 0'99 17 0'08 0'08 0'08 0"01. 0'OL 0'04 0'0L 0'99 0'99 0'99 0'99 17 0'08 0'08 0'08 0'0L 0'0L 0'OL 0'0L 0'99 0'99 0'99 0'99 9 0'08 0'08 0'08 0'0L 0'0L 0'OL 0'OL 0'99 0'99 0'99 0'99 9 0'09 0'09 0'08 0'0L 0'0L 0'OL 0'OL 0'99 0'99 0'99 0'99 9 0'08 0'09 0'08 0'OL 0'0L 0'OL 0'0L 0'99 0'99 0'99 0'99 17 0'09 0'08 0'08 0'0L O'OL 0'OL 0'OL 0'99 0'99 0'99 0'99 17 0'08 0'08 0'08 0'OL 0'OL 0'01. 0'OL 0'99 0'99 0'99 0'99 9 0'08 .0'09 0'08 0'OL 0'0L 0'OL 0'OL 0'99 0'99 0'99 0'99 9 0'08 0'08 0'09 0'OL 0'OL 0'0L 0'0L 0'99 0'99 0'99 0'99 9 0'08 0'08 0'09 0'OL 0'0L 0'OL 0'OL 0'99 0'99 0'99 0'99 17 0'08 - 0'09 0'08 0"0L 0'OL 0'OL 0'0L 0'99 0'99 0'99 0'99 . _ _v • -- _. -- ■ _-. Jf .-_I 1 .--1 •- 1 ....3 ....J . 1 ....{ �T 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. ) SILL USED ON WINDOWS WITH +70.0 DP AND BELOW i WITH GLASS TYPES "A, B, C, & D") i RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP •.• • • . • • • • • • ••• ••. • 7 80.0 80.0 80.0 80.0 OS Btu Act BY wit 65.0 75.0 65.0 75.0 52.0 52.0 65.0 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 - 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 7 70.0 75.0 70.0 75.0 65.0 75.0 65,0 75.0 52.0 52.0 65.0 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 8 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 10 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 7 80.0 80.0 80.0 80.0 • + 75.0 M.0 75.0 52.0 52.0 65.0 7 80.0 80.0 80.0 80.0 . + 75.0 + 75.0 52.0 52.0 65.0 7 70.0 75.0 70.0 75.0 • + 75.0 65.0 75.0 52.0 52.0 65.0 7 t - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 7 - 52.0 52.0 • + 75.0 65.075.0 52.0 52.0 65.0 9 - - 52.0 52.0 65.0 75.0 _ 65.0 75.0 52.0 52.0 65.0 9 - - 52.0 52.0 65.0 75.0 ! 65.0 75.0 52.0 52.0 65.0 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 11 - - 52.0 52.0 •• ••• 65.0 • . .75.Q 65.0 75.0 52.0 52.0 65.0 11 - - 52.0 52.0', . • g'0 • • • •73.0 65.0 75.0 52.0 52.0. 65.0 11 - - 52.0 52.0,.• ... 65:0'. • ;75.6 65.0 75.0 52.0 52.0 65.0 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 11 - - 52.0 52.Q .., 65.0.., 75.0 65.0 75.0 52.0 52.0 65.0 11 - - 52.0 52.a : 65'0 : 7.¢ : 65.0 75.0 52.0 52.0 65.0 11 - - 52.0 5EQ . , ' 65.0 :. 75.D : 65.0 75.0 52.0 52.0 65.0 �T 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. ) SILL USED ON WINDOWS WITH +70.0 DP AND BELOW i WITH GLASS TYPES "A, B, C, & D") i RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP •.• • • . • • • • • • ••• ••. • • • • • • •• • /y/... . • • • •• • 1,� /.� OS Btu Act BY wit EDUCT RBVISi;u implying with die Ronda ding Code %j eMance No • . Psbduct Con Oa. 141- sfu_ RISER -- OPTION, "of APPLIED WITH SILICO fors Anchors + pst - pst + pst - pst + pst - pst + pst - psr + psr - pST + pSt 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 _ 52.0 65.0 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52X 65.0 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 i 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 i 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 I. 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 $ 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 a 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 7 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 9 - - 52.0 52.0 ! 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 3 9 70.0 75.0 70.0 75.23 : '65.0: : 35.0 65.0 75.0 52.0 52.0 65.0 4 9 70.0 75.0 52.0 52.Q• ..: 15.0.• : 7 .0 65.0 75.0 52.0 52.0 65.0 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 5 9 - - 52.0 52:0•: • ,65.8: • • 75.0 65.0 75.0 52.0 52.0 65.0 5 9 - - 52.0 52.0 : , • .65.0. '.'t 65.0 75.0 52.0 52.0 65.0 ' • PRODUCT REVISED • • • • • . ET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. : ; ; D SILL USED ON WINDOWS WITH +70.0 DP AND BELOW .:. : • •': , S WITH GLASS TYPES "A, B, C. & D) H RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP .+. • • • • . �a +' �� !�•�\• \•\ . • as complying with the Pl ai& Building Code ,,, ' .00 OS /f A Acceptance No • .:/ •\� !�% �rl•►'Gr; Y ' SILL RISER - OPT IDA • . `�•• /� 'Mann • , de Product tro! 1 APPLIED WITH SILICC I rnn TO A. /E- i7R A DOV CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 OSITION -- TYPE B t:) DETAIL DETAIL LAMINATE DESCRIPTION SAFLEX/KEEPSAFE Bye •SOLUT!A• 3 = I0 04 0.340• FRAME FXD. JAMB 6063-T6 ALUMINUD .a5NRES — = L-7704 0 0 0.340. 'OSITION - TYPE 1) t:) DETAIL LAMINATE DESCRIPTION �f 40. BUTACITE PVB By. 'DUPONT' 3 = I0 04 0.340• 10SITION - TYPE E LAMDIATE DESCRIPTION SAFLEX/KEEPSAFE By. •SDLUTIA' ?OSITION - TYPE F LAMINATE DESCRIPTION DUTACITE PVB By 'DUPONT' (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 'SILICONE OPTIONS! DOW CDRNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 GLASS COMPOSITION TYPE A LAMINATE DESCRIPTION SAFLEX PVB Hy+ 'SOLUTIA' GLASS COMPOSITION TYPE C IM NUTS DESCRIPTION PVB By+ 'DUPONT' GLASS COMPOSITION TYPE G LAMINATE DESCRIPTION PVB By. 'DUPONT' EXTERIOR GRADE WINDOW FRAME PERIMETER CAULKING EXTERIOR @ FRAME MULLING DETAIL SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE UMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. SHIM INTERIOR # 12 S.D.S. X 1 1/4" L. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) SS=_ WINDOW FRAME NOTE: PERIMETER SEALANT 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: • • •A)• : I y a 36•K91. MN,* • (STEED VIK•(i 0.048" • • B) M NL i 6061-111 Milt• • • 0M8" acIN. 11-11lk() • • E 1 METAL STRUCTURE ATTACHMENT DETAIL EXTERIOR • ••• • ••• • • • • • • • • • • • •• • • • • s • • • • • • • •• • • • •• • •• • • • ••• • ••• • •• • ••• • • 0 • ••• • • • • • • • • • s • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUF 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUD 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUI 5 L-7705 1 VENT MEETING RAIL6063-T6 ALUMINUI 6 L-7707 1 VENT TDP/BOTTOM RAILM 6063-T6 ALUMINUI 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUI 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUI 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUI 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUI 11 L-7708 AS REQ'D, GLAZING BEAD < 3/8' ) 6063-T5 ALUMINUI 12 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS 08 X 3/4' P.H. PF 13 FS -040 AS READ. INSTALLATION SCREWS *14 SMS F.H./PHIL 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULB *1 15 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS -005 AS REQ'D, FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REQ'D, GLAZING BEAD < INSULATED) 6063-T5 ALUMINU 19 PWS -001 AS REQ'D. PILE @ GLAZING BEAD .187' w x .150' h 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM.- C 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUI 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 5 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CEL 25 FS -041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H.. 26.1 HC -044-1 2 WEEP FLAP 8. BAFFLE x 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L 27 HC -040-1 2 SASH ROLLER & HOUSING x 28 HC -026-1 1 SCREEN FRAME & MESH x 29 x 1 ATTACHMENT SCREW @ CLIP #8 X 5/8' S.D.S. 30 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 1 X Anchor. FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 2 LAMINATED GLASS See Details 9 L.H. 34 x AS REQ'D. GLAZING SILICONE See Details @ L.H. I 35 OPTIONAL AS REQ'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM -5504 AS REQ'D. JOINT SEALANT x 37 x AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSE/ PRODUCT REVISED ..c rmmnlvina with dip MAIN —.062 0 .062 2.651 .844 1.285- 2,374 FRAME VENT JAMB L-8703 2.000 2443 .062 -",750-- SILL RETAINING CLIP L-8705 1.466 —4 .754 VENT SPRING LATCH L-7539 FIXED MEETING RAIL L-7704 0 2.062 VENT TOP/BOTTOM RAIL L-7707 1.375 .062-- • • • • • • • • • • • •: • 1•L •• FRAME JAM@ VENT TOP CORNER FRAME BOTTOM CORNER FRAME MEETING F FRAME SIL{, VENT LOCK RAIL VENT BOTTOM CORNER t ••1 • • • • • • •• 2.000 SILL ANCHOR CLIP L-8830 32 j- 185 r.94 I r-5'--1 I • ••• • • • • • • • •• ••• • • .• FRAME SILL / MEETING RAIL •• FRAME & SASH CORNER ASSEMBLY DETAILS • ••M • 7 1 • • • • • • • • . • ••. • • SILL RISER • ' Gj.AZpG BFI • • ADAPTER L-7711 • L-8706 GLAZING BEAD L-7708 ••• •• •18 /lc,. • • • . • . • • • • • • • ■ • • • • • • • • ile .•• . • .8� F.050 r.0s0 20 —.500 PRODUCT REVISED DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable riles 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 knd thei 1I'� may immediately revoke, modify, or suspend the use of such product or material, within th,parktisdictigrt.. IZER reserves the right to revoke this acceptance, if it is determined by Miami-Dade C.cmy,Product, antral Section that this product or material fails to meet the requirements of the applicable buildtlg•code. • This product is approved as described herein, and has been designed to comply wills 4he Florida Buikding • • Code, including the High Velocity Hurricane Zone.•••• • DESCRIPTION: Series "SH 7700 (Flange Frame)" Aluminum Single Hung Will: 4L.M.L' • • • APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single .1-4144g Flange frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09, with revision "B" dated 08712114, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E, bearing the Miami-Dade• County product Control Revision stamp with the Notice of Acceptance number and Expiration date •by the Miser ;Do de County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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. 12-0127.16 and consists of this page 1 and evidence pages E-1, E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy • •• • •• MIAMI•DADE COUNTY APPROVED •'E� € �jakl`� NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 Page 1 • • • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted -Under pervious NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated `B" dated 08/11/14, prepared by manufacturer, and 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 3) Uniform Static Air Pressure Test, Loading per FBC TAS 2„Q?„ -,94 along with marked -up drawings and installation diagram of an alum tium singls Ming fin window, prepared by Hurricane Engineering & Testing, Inc., •a414est Repartseklp.'s • • • HETI-09-2530A and HETI-09-2530B, dated 03/02/09, sigh and seeded* by Candido F. Font, P. E. •• • (Submitted under pervious NOA No. 09-0706.09) •• •• „• • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-44 • • 2) Cyclic Wind Pressure Loading per FBC, TAS •2b3:94 • • • • • 3) Uniform Static Air Pressure Test, Loading per•F$q TAS 202-94 along with marked -up drawings and installation diagram of an Jlumiitum skiehung fin window, prepared by 1-Iuzricane Engineering & Testing, Inc.,l'e�st Reports No.'s HETI-08-2003 C, HETI-08-2004 A, HETI-08-2060 A, HETI-08-2060 B, •„; HETI-08-2061 A, HETI-08-2061 B, HETI-08-2062 A, HETI-08-2062 B, HETI-08-2063A, HETI-08-2063B, HETI-08-2064A and HETI-08 2064B, dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Submitted ander NOA No, 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Lttis Antonio Figueredo, P. E. (Subinitted under previous NOA No. 01-1009.01) E-1 Jaime D. Gascon, 1'. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 .•• . . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 previous NOA No. 11-0705.09) 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. 11-0624.02 issued to E.I. DuPont DcNeuours et.a•Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, ex iiriiig n 01/14/.1.7. .' 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNeaeurs g iso.,4nc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13,tkpifing on 12/t 1/16. • • 3. Notice of Acceptance No. 14-0423.15 issued to Eastman CheMSca'7Compi 1MA) for their "Saflex CP — Saflex and Saflex HP Composite GJe s, )pterlayers lvith • • PET Core" dated 06/19/14, expiring on 12/11/18.• • . . F. STATEMENTS • 1. Statement letter of conformance to and complying with FBC 5?' J ditidn (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos: 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12-0127.16) 4. Statement letter of no financial interest, dated 05/28/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted ruder previous NOA No. 11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted corder previous NOA No. 11-0705.09) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 E-2 • • • . . • Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports No.'s HETI-09-2530 A and HETI-09-2530B, 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) 7. Laboratory compliance letter for all Test Reports No.'s HETI-08-2003 C, HETI-08-2004 A, HETI-08-2060 A, HETI--08-2060 B, HETI-08-2061 A, HETI-08-2061 B, HETI-08-2062 A, HETI-08-2062 B, HETI-08 2063A, HETI-082063B, HETI-08-2064A and I -WTI -08-2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17)• •, , , , • 8. Laboratory compliance letter for all Test Reports No.'s FTL—'2x$7 and FTL- 2986, . • issued by Fenestration Testing Laboratory, Inc., dated 04/03/0.1• ene. 03/27Thilt.siined • and sealed by Luis Antonio Figueredo, P. E. • (Submitted under previous NOA No. 01-0406.08)•• • • • •••• . . . .. .. . • . .. .. G. OTHERS . • 1. Notice of Acceptance No. 12-0127.16, issued to Lawson Industries, Ing, fqi: heir Series "SH -7700 (Flange Frame) Aluminum Single Hing; Wib4.low ' L.M.I.", • approved on 03/29/12 and expiring on 12/27/16. E-3 .• • ••• • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 • ' IA•x. D.L.O. Wid •••' I =1148 Ii/' 1 • • • •II • • • • ii p� • • • 11 B ••• • • • • 11/114 11 =� •' 11 11 11 00 11 =1143 9/16" 11 •� ii / -' 11 x u 1 1 1 ' II p a o g° 11.0 O 0.11/ •l• • • •11•/ • •. : . 1 1/I4' MIN. : •4 =°' A EMBEDMENT • d • dIr .4d. • q 7 Y MEETING RAILS SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS INTERIOR EXT. GRADE CAULK INTERIOR pAtif � ��� `4i ���lC111lUiCdlh4 UR1UUVtl�l1}1llgU �Is . 1 1/4' MIN EMBEDMENT • d . x d. 4 ' 1/4' TAPCON W/ 1 MIN, EMBEDMENT It <SEE ELEVATION FOR MAX. FASTENE d 1 1/4' MIN. BEDM NT 1' MIN. DGE DISTANC EXT. GRADE CAULK EXTERIOR #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. <SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 4 4. 4 a• EXT. GRADE CAULK I' MIN_F DGE DISTANC VINDDW FRAME WIDTH •• .•• • • . • • •• • • . • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • .• • •• • • • ..• • •.• • •• • 1/4' MAX. SHIM TYP ••• • • • • ••• • • •• • • • •• • • • • •• •• •••• •• •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR GRADE PERIMETER CAULKING WINDOW INSTALLATION NOTES; 1 1/8' MII EDGE DISTi 1 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FL BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TC BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS <TYP,) * WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BI MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INT❑ WOOD, 1/4' TAP CONS or APPROVED CONC. FASTENERS INT❑ CI WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD 0 CONC. <REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) 'ROD1C'r REVISED ss complying with the I+Iorida 3uttding Code cegltmoo N'o 'SILICONE OPTIONS', DOW CORNING 899 SCHNEE—MOREHEAD 5731 TREMCO SPECTRUM 2 )SITION — TYPE 2 Q DML LAYOUTS DESCRIPTION SENTRYGLAS PLUS Bye 'DUPONT' ' SAFLEX/KEEPSAFE 'SOLUTIA' (■® .V4' FEiffiBIEB -: = O G) — '$ "== O P) a3+o' — Bye )SITION — TYPE 3 DETAIL RjN DETAIL—— iAMINATS DESCRIPTION SENTRYGLAS PLUS Bye 'DUPONT' ' (■® .V4' FEiffiBIEB -: = O G) — OSITION — TYPE 4 LAIONATB DESCRIPTION DUTACITE PVH By 'DUPONT' OSITION — TYPE 6 LAIONATB DESCRIPTION BUTACITE PVB By, 'DUPONT' 'SILICONE OPTIONS', DOW CORNING 899 — SCHNEE—NDREHEAD 5731 TREMCO SPECTRUM 2 :LASS COMPOSITION TYPE 8 DETAIL LAYINATS DESCRIPTION BUTACITE PVB Bye 'DUPONT' ' (■® .V4' .:- _ _ —/— -._ y OS ..s.. WEER H rz O U ass )LASS COMPOSITION TYPE 7 LUDNATR DESCRIPTION SAFLEX PVB Br 'SOLUTIA' NO7 BY LAWSON INDUSTRIES, INC EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOV FRAME FLANGE BY INSTALLER <TYP.) WEATHERPROOF MOISTURE BARRIE BY OTHERS <TYP. „K tivc�'.tv�'�t.»i Y iK Z6K�`T44S4KSiK4l7s`DKiKcli4S-. EXTERIOR —STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS <TYP.) WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN —I# 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AND DP TABLES FOR QUANTITY AND FASTENER SPACING) • • • •• • ••• • ••• EXTERIOR GRADE `✓ • • • • • PERIMETER CAULKING•• • • • • • • • • FRAME MUIr,ING: bET,I N3 : • • LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIEI FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. INTERIOR X1/4' MAX, SHIM S12 S.D.S. X 1 1/4" L. EE ELEV. FOR SPACING NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN PERIMETER • iSEALANT • • • • • •.• • •• • • • • • • METAL STRUCTURE ATTACHMENT DETAIL •• WINDOW FRAME NOTE: 1. ALL STEEL IN CONTACT W ALUM. TO BE PAINTED OR 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI (STEEL 18 GA. MIN. THICk B) ALUMINUM : 6063—T5 (ALUM. 0.078" MIN. THICK ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED es complying whin the Florida Building Code Acceptance No 411111111•11, • • APPROVED 3 000 6 6 xi 00 6 CO 6 OD 80.0 80.0 80.0 1 ................ CD 00 GO CD 00 80.0 0000000000 a CO 6 OD a 03 6 �� a 6 02 a CO <3 CO 6 OD a OD 6 CO 80.0 1 0000 6 c0 <5 00 6 6 OD Ps CD CD Y (PSF) - VIEW WINDOWS W/ 4H VENTS + / - Pressures (psf) Glass Type 6 ........ 0 0 00 80.0 11 --- 0 0 00 80.0 I 00 00 (0 (0 I 80.0 1 I_ 80.0 I 000 000 (0(0 OD 80.0 I 0 0 CO I_ 80.0 I 00 00 00 CO 80.0 CD ci OD C2 c4p au 0 6 OD CD OD CD 6 00 CD ci OD CP el CO 80.0 I 0 d 80.0 1 0 80.0 1 , 80.0 I 0000 d CO d CO d CO d OD 80.0 CP �' OD CD , 0000 d OD cd OD ci OD OD •o 0 CO 80.0 I I I I t 0 (5 CO 80.0 I • I t CD C7 u������� 0 CD C) Ci CI cl 0 ci 0 el CD g uu 0 c; CD c; 80.0 1 80.0 I 0 cl CO 80.0 80.0 0 d'• 08 80.0 I 0 ci• 02 0 c; OD 0 ci CO CD ci• co 0 ci oa CD ci OD . . 000 ci OD ei OD 80.0 80.0 CD ci CO CD 6..1. OD I 80.0 0 el CO . 1 i CD CD ci d. CO (0 0 cl (0 0 ci CD C2 ca CO CD ci CO C) ci CO CD ci• CO 0 ci CO CD c; a> C2 op T.ID 0 ci C.0 C2 g• 44,R1 CD ci (.0 0 d. OD CD el QD CD ci" OD 0 ci OD 0 cg co CD c; CO 0 ci OD CD el a) . . 0000 ei UP ci ci c:5 , . UP tO a) 0 ci• (0 0 el (0 1 . . i 0 ci (0 0 ci (0 1 1 . 80.0 80.0 80.0 I 80.0 CD ci co 0 ci co C) ci OD CD ci CO CD •p ou CD ci OD 80.0 CD cl (0 CD el <0 80.0 I C2 Q ap 0 Ci OD CD CS OD CD CS CO 0 Ci CO CD Ci 00 CD CP OD C7 C0 00 C) Ci oa 80.0 CD <6 ������ CD CD CD CD CD ci ci ci cl ca CD ci 0 el. I_ 80.0 CD ci OD I 80.0 I 00 N.: r-� 6 80.0 000 d� �r' -t— 80.0 80.0 CD c0:3i CD e00l CD coai 0 pooa 3 o(u 0 00 80.0 I 0 80.0 I 0 d 80.0 1 ODD ccpe O0D 0co COD 80.0 I 0 ccc 0 OD D c0 L 0 ddccc 00 D co 80.0 80.0 80.0 80.0 80.0 0 CO I_ 80.0 80.0 L 80.0 0 g 0,0 g: 4, °•0 • . I 79.0 c., . It Nt to co co I co •••• . • ••••to • . • • • CD 26 1 co CY co CY a 04 26 1 38.375 38.375 CO 1.0 Ps o ce; 0 (0 Ps or) cci ol1.0r- 38.375 CO 50.625 50.625 50.625 50.625 50.625 1.0 59 CD to CD US a Ul CD 10 CO 0D oS 0) OS CO 01 CO OS 0) CO 0) QS CN 1.0 Cq r- ul CNI P. Ul CNI Ps 74.25 4 104 C4400 Is. 4 & • • • $0 •• . filD 0D CO • • 19.125 _I to C4 10 CY ua 1.0 0.1ul ,-- 1.0v- 01 Nt Ns. 0 • ra 0 to es; ,— OD (..1 00 vp I 48 to • co 10Ns to -' cTi V). CO c•I N. OP cy -4. [ 48 0 oi LO 19.125 26.5 42 48 Up CV 01 • 1 US CY es uS • r..... L 42 • • 411111111•11, • • APPROVED 3 000 6 6 xi 00 6 CO 6 OD 80.0 80.0 80.0 1 ................ CD 00 GO CD 00 80.0 0000000000 a CO 6 OD a 03 6 �� a 6 02 a CO <3 CO 6 OD a OD 6 CO 80.0 1 0000 6 c0 <5 00 6 6 OD Ps CD CD Y (PSF) - VIEW WINDOWS W/ 4H VENTS + / - Pressures (psf) Glass Type 6 ........ 0 0 00 80.0 11 --- 0 0 00 80.0 I 00 00 (0 (0 I 80.0 1 I_ 80.0 I 000 000 (0(0 OD 80.0 I 0 0 CO I_ 80.0 I 0 ci 00 0 6 (0 0 ( •:6 c OD c 0 CD o CD so.o j CD CD 0 80.0 1 C) CD CD CD 0 CD CD CD 0 C> CD CS CD CD C) 0 I 80.0 1 Glass Type 5 0 80.0 80.0 0 0 0 0 0 0 80.0 80.0 80.0 0 o 0 0 c3 c 6 66 6 <5 6 6 6 6 6 6 6 6 6 0 <5 6 6 <5 <5 6 6 59.0 I 79,.. 6 666660 (66666c * co 00 CO (0 (0 OD OD CO 02 OD 02 CO (0 <0 OD (0 <0 OD OD OD a) (0 (0(0 co 00 (0 OD (0 00 (000 CO C 0 CD 0 CD 0 CD CD CD 60.0 CD CD C) CD 0 0 0 0 60.0 CD 0 CD 0 Glass Type 4 0 0 0 0 0 0 0 0 0 0 1 009 1 0 60.0 0 0 0 0 ( 6 a a 6 6 6 6 6 6 6 6 6 <5 6 0 <6 c5 c6. <6 0 <6 c5 6 0 ci <6 <6 <6 c X) (0 GO • 4, CO CO CO OD CO OD QD CO a) a) 03 a) CD OD CO CO OD OD 0) CO CO CO 07 CO CO CO CO CD CD to CO CO CO CO C CP 6063-T6 ALUMINA 6063-T6 ALUMINA 6063-T6 ALUMINI 6063-T6 ALUMINI 6063-T6 ALUMINI 6063-T6 ALUMINI 6063--T5 ALUMINI #8 X 3/4' P,H, F 1.L \ '" X ,Q : 1/4' DIA. BULB tl C C CO X I� CO N t X f, CO z M X fN CO • .. X ,�a ._. H 1 Q h I CI t.0 6063-T5 ALUMINI Z W X v S �` X v BSI Balance Sys 6063-T5 ALUMINI (STAINLESS STEE a1 z N - L7 til C4 SEE GLAZING DE (MOLDED NYLON MOLDED NYLON (SELF ADHESIVE NEiE o In I 0 OSI PDLYSEAMSE FIN FRAME SILL . FIN FRAME JAMB FRAME FIXED MEETING RAIL VENT MEETING (TOP) RRNIL VENT BOTTOM <LATCH) RAIL VENT JAMB (SIDE) RAIL GLAZING BEAD ( 3/8' ) FRAME ASSEMBLY SCREWS INSTALLATION SCREWS BULB VINYL WISP FIN SEAL WEATHERSTRIP FIN SEAL WEATHERSTRIP FIN SEAL WEATHERSTRIP 1 SELF ADHESIVE PILE PAD GLAZING BEAD/ INSULATED GLAZING BEAD - RADIUS SASH BALANCE CAM/GUIDE 1 RIGID VINYL SASH STOP BLOCK & TACKLE BALANCE VENT LIFT LATCH VENT LATCH SPRING GLAZING SILICONE til 1.11 G3 LI 13 Cr -14 cS 6 J VENT LIFT LATCH VENT SWEEP LATCH FRAME SILL FOAM GASKET SCREEN FRAME & MESH PRODUCT LABEL in JOINT SEALANT PERIMETER ACRYLIC CAULK .6-4 N - N AS REQ'D, AS REQ'D, AS READ. AS REQ'D, AS REQ'D, q ce d AS REQ'D. N 1AS REQ'D, q as m— N Q N N 1X LATCH G7 c& N CU N N r+ •-+ * AS REQ'D, AS REQ'D. L-7802 L-7803 O h I. Y I O N. I- 1 O h h J L-7707 I O h h _.I O 0 1 L. V' O 1 L66 .i. M In h J O 0 H a O 0 1 0 O 0 vj d I N C. •"^ h N. J '� N Oj h •- h J J L-7725 L-7727 C) in h N h J X X h O I = CO O 1 S ‘0 O 1 S M h 1 J ik SM -5504 31E • —r N() V 1I7 t0 h CO T ... „N_, .-.f ly .�.4 04 17 18 ON N N N N N N N N CO N M CO Cv7 • •••• • • • ss•• • • • • •••• • • • •••• •• • • •••• • • • coa 4 ;;r Z - *, w a' Sicai a tJ • •• ••• • • • • CC •••• • ) • • W • • • • • •• •• •• •• lYl • p • • • U a • • • • • • • • •• • • ••••� • • • w • • • ••• • • • 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the •lorida• •�3ii'il'ding Code, including the High Velocity Hurricane Zone. • • • ••• • •••• DESCRIPTION: Series "3200" Outswing Aluminum Casement Window — L.M.L. '.•• • APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 OutsMflg1..inpact Casement Window", sheets 1 through 07 of 07, dated 07/27/08, with revision "C" dated 1/102%.4, prtparell.by manufacturer, signed and sealed by Thomas J. Sotos, P.E.. bearing the Miami -Dade Count's Produtt Control Revision stamp with the Notice of Acceptance number and Expiration date by the sl is i-Datle" Gotznty • Product Control Section. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy MISSILE IMPACT RATING: Large Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's nadie gc' logo, City, state, series, and following statement: "Miami -Dade County Product Control Approved", ess othersR+l'se.n4ted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1217.22 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 Jaime D. Gascon, P.E. NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA #08-1020.08) 2. Drawing No. L3200-0801, Sheets 1 through 07 of 07, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Air Infiltration Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami glass w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1,Q2/1.08) 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 series•3200 8iitsv8ing aluminum casement window, X configuration, w/5/16"► Laxii • .$lass w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099$,. 11E11 08'12100, HETI-08-2101,HETI-08-2102B,HETI-08-2097B,HETI-08-2103B1IiETI-OS-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125, and HETI/48121.31B, •a�� • dated 07/10/08, signed and sealed by Candido F. Font, P.E.• . .. (Submitted under NOA #08-1020.08) • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 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. 11-0624.02 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dat- • !'/11/13, exiring on 12/11/16. E-1 Jaime D. Gasc , P.E. Product Control Section Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.21) 4. Statement letter of no financial interest, dated 10/01/08, signed and sealed b.. Thomas J. Sotos, P. E. •••• (Submitted under NOA No. 08-1020.08)•. • •• • • 5. Laboratory compliance letter for Test Reports No.'s :YETI_08-2099A, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETJ,Q$-20974, • dated 07/10/08, HETI-08-2103A, dated 07/10/08, HETI-08-2131A,.elated 'e7fl'(1/08, HETI-08-2099B, dated 07/10/08, HETI-08-2100, dated 07/14W0 !ETI- 8-2401, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2102!3', dated 87/1.0/08, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/fd1/b$' 2IETI-08'-2104, dated 07/10/08, HETI-08-2105, dated 07/10/08, HETI-08-2106,• *dated (44/08, HETI-08-2125, dated 07/10/08, and HETI--08-2131B, dated 07/Jt)/08, all•jvueg by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, Fria (Submitted under previous NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window - L.M.I., approved on 03/06/14 and expiring on 03/04/19. Jaime D. Gascol, P.E. Product Control Section Supervisor NOA No.14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 E-2 1 6" I 25" O.C. (MAX.) I (MAxJ 37' N WINDOW FRAME WIDTH "X" ELEVATION ITED TO LOADS ON SHEET 5 OF 7) 3 O z 3 U J o SL) b AI t KAM _ 1LL (D) 4 AT EA, FRAME JAMB 6" I (MAX.) /� 7 130 1 8" i _f / iinht\7 _6_318" Max;i D.L.O." .th II / ii / ! »G �.._. _ j/%j k !� If 1 • l: oR:"ii3. Widt-) II \\.. I g ti. -....x.-=_......._ E. ` \ 6" I 25" O.C. (MAX.) I (MAxJ 37' N WINDOW FRAME WIDTH "X" ELEVATION ITED TO LOADS ON SHEET 5 OF 7) 3 O z 3 U J o SL) b AI t KAM _ 1LL (D) 4 AT EA, FRAME JAMB 6" I (MAX.) --I 4" (mAxz 4"- 25" o.C. (MAX.) lir 8. 74' WIND❑W FRAME WIDTH "XO" ET.T VATION — (OX reversed) (LIMITED TO LOADS ON SHEET 6 OF 7) (TYPICAL COALL R ENERS) 38 f A (MAX.) I" v 0 WINDOW FRAME HEIGHT 0 N 'LI b Al tKAMt JILL (D) 4 AT E.A. FRAME JAMB' co N :xed Bracket at 8" from end. (Typ. at all Fixed Lite Corners) 6" I(MAX.) 1 1 1;1 (714.4 444 j,.� 4" 74' WINDOW FRAME WI "XX" ELEVATIC (LIMITED TO LOADS ON SHEET SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS ESIGNED AND TESTED TO COMPLY WITH THE t4 FLORIDA BUILDING CODE INCLUDING HIGH (HVHZ) AND ASTM 1300-98. THIS PRODUCT DOES NOT REQUIRE SHUTTERS. MALL BE INSTALLED AND ANCHORED SO THAT THE 'ERIMPOSED LOADS IN ACCORDANCE WITH B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. IE AS PER TEST UNITS. ON CENTER (O.C.) RY WITH UNIT DIMENSIONS, AND THE NUMBER SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. )ESCRIBED IN THESE DRAWING'S ARE TO BE 'ECIFIC BASIS, UNDER SEPARATE APPROVAL AND ZING OFFICIAL. F MATERIALS AND DETAILS. LAZING DETAILS & OPTIONS AND CHARTS FOR ITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED DOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) NOT LIMITED TO STEEL SCREWS, THAT COME INTO IMILAR MATERIALS SHALL MEET THE REQUIREMENTS CODE SECTION 2003.8.4 AND/OR SECTION 2326.2 MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE ° WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INT❑ WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR COr1c. (REFE•R 1❑ LOAD TABLES FOR FOR QUANTITIES REQUIRED) ••• • • • •• • • • • • • • • • •• ••• •• • ••• • • • • • • • • • • • • • • • • • ••• • ••• • • •• • • • • • • • • • • • • • • • • • • • • •• • Revfoton Notes A. Revised to Comply w/ 2010 FBC 8. Renewal and Revision to sheet 5 & 6 of 7 C. Revised to Comply w/ 2014 FBC PRODUCT RSb as (olii,,Oyi.s. wt C:L'ifi'11ag Codr; s (Ira-r)-u-smP IES, INS ILANUFACTURB'R OF QUALITY ALV brave Clam I Port Crass: 1 Frail Category: I; 3045/8" k oR:"ii3. Widt-) - g i(/ -....x.-=_......._ E. �I h ZK 11 11 ..\; — Lock Keeper oc �L=‘• v e9 �J U fixed e c= ek8tUtat and mid—span. \J cfl lf3 ^ �' r.. t i o/ M N // i / // IL.. > X a d ` AIM 60 -'�\ --I 4" (mAxz 4"- 25" o.C. (MAX.) lir 8. 74' WIND❑W FRAME WIDTH "XO" ET.T VATION — (OX reversed) (LIMITED TO LOADS ON SHEET 6 OF 7) (TYPICAL COALL R ENERS) 38 f A (MAX.) I" v 0 WINDOW FRAME HEIGHT 0 N 'LI b Al tKAMt JILL (D) 4 AT E.A. FRAME JAMB' co N :xed Bracket at 8" from end. (Typ. at all Fixed Lite Corners) 6" I(MAX.) 1 1 1;1 (714.4 444 j,.� 4" 74' WINDOW FRAME WI "XX" ELEVATIC (LIMITED TO LOADS ON SHEET SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS ESIGNED AND TESTED TO COMPLY WITH THE t4 FLORIDA BUILDING CODE INCLUDING HIGH (HVHZ) AND ASTM 1300-98. THIS PRODUCT DOES NOT REQUIRE SHUTTERS. MALL BE INSTALLED AND ANCHORED SO THAT THE 'ERIMPOSED LOADS IN ACCORDANCE WITH B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. IE AS PER TEST UNITS. ON CENTER (O.C.) RY WITH UNIT DIMENSIONS, AND THE NUMBER SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. )ESCRIBED IN THESE DRAWING'S ARE TO BE 'ECIFIC BASIS, UNDER SEPARATE APPROVAL AND ZING OFFICIAL. F MATERIALS AND DETAILS. LAZING DETAILS & OPTIONS AND CHARTS FOR ITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED DOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) NOT LIMITED TO STEEL SCREWS, THAT COME INTO IMILAR MATERIALS SHALL MEET THE REQUIREMENTS CODE SECTION 2003.8.4 AND/OR SECTION 2326.2 MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE ° WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INT❑ WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR COr1c. (REFE•R 1❑ LOAD TABLES FOR FOR QUANTITIES REQUIRED) ••• • • • •• • • • • • • • • • •• ••• •• • ••• • • • • • • • • • • • • • • • • • ••• • ••• • • •• • • • • • • • • • • • • • • • • • • • • •• • Revfoton Notes A. Revised to Comply w/ 2010 FBC 8. Renewal and Revision to sheet 5 & 6 of 7 C. Revised to Comply w/ 2014 FBC PRODUCT RSb as (olii,,Oyi.s. wt C:L'ifi'11ag Codr; s (Ira-r)-u-smP IES, INS ILANUFACTURB'R OF QUALITY ALV brave Clam I Port Crass: 1 Frail Category: 1 :1 :amasa 717V A zrzvab da xaarnraranxI7r > t\II ' S 3I23.L S ri cr C•II) 33Ntl1STQ 39Q3 .4/E a 7 38 tLOi /M Ala -11o3 o} PagApa L 1= 9 S }says o; uolsinea puo toMeusa •9 38.4 O LOZ lM Alaw03 PSA J 'V mom uomowir Nang 'QM '1'd X2 ..IO XI ('dAl) DNI)1311W3 'WI83d 3Qddo '1X3 (•dAl) N3nH QDOM X2 0. ®••' • • • J.' • • mss/ c' t,„e ` bele ="3`7:.) 8aW.I.' •Q32iif im ION ECHY SH1 HO MOH EHL QNv MINNA MOGNIN (Sd3H10 AEC) DN1HIV3HS 3aV 53 d0I831X3 (INV noon's 'Hlbl 1''13W (•a3aY3 `NIN) Dq 33NN.SIQ 300 .t/E 2 •v • v D -v • n ('dAl) DNI)1M0 14I83d WIHS 3a1089'1X3 XVW .*/T ('dAl) 1VI3I330 •O11111 QJM3IA38 3EC Dl 1 A131b'd0d3S (132133NIDN3 9NIWd83 GOOM 111/ ('dAd) Sd3H10 AEC DNIX1nV3 d313WId3d 3QVdD dtId31X3 (Sd3H10 AS) monis 33VdS WIHS 'XHW .b/I (S33H10 AEI) monis '8 H1d1 1V.I3W CD II, ##0 pi{ fraiikvAm LA 19Alk fir' ID SSV -19 li m() 2IORIa,LNI 411) EE IE 4i JL 4 ('038013 'NEW) ..tit V L-17 4 15 C` LHTLIUNI wilJlti . +100 110 41) 411) 4 41 to, $ 10 GLASS FIXED VENT I� OPERABLE VENT INTERIOR tt . I/4'd 4 TAPC❑f —1 t/4= (MIN. EMBED.' 4. BUCKS SEPARATELY VIEWED :IAL (TYP.) :RIMETER CAULKING © __DAYLIGHT WIDTH ® EXTERIOR Tor40( ®ip (I) 0 ii;' OPERABLE VENT � _ .74r. tija®0 Go OVERALL FRAME WIDTH OVERALL VENT WIDTH GLASS LK. ACE ALL WOOD BUCKS ENGINEERED SEPARATELY . TO BE REVIEWED BY BLDG. OFFICIAL (TYP) P,T WOOD BUCK NOT BY LAWS❑N IND. NN,Mt IST SUSTAIN IMPOSED LOADS 1/4' MAX. SHIM SPACE 41 Mai 1111111a PAY 1110011111111111111 t€ N INTERIOR WINDOW FRAME AND THE HUCK OR I MMS ARE NOT REQUIRED. • • •• •• W z 0 PERIMETER CAULKING EXTERIOR • • •. • • • . • • • • • ••• • • • • • • • •• • • • . . • • • • • . .. • • .. . . . • .. • ••• • h'> • • `- :< • �.' • • 4.:.• • •••r.n am .. • '4 :322r • •ii ••• • • GLASS *:.4`1.4;11.; A x1:k0:FlltJt.u14�11AAAV !'L'i�1 1/4' TAPC❑N_/_411MIN. EMBED} 1$iwAF L'IED 6 .4iD D1 P •v INTERIOR Revtston Nov A. Revised to Comply w/ 2010 FBC B. Renewal and Revision to sheet 5 & 6 of 7 C. Revised to Comply w/ 2014 FBC r..RODU( ALL WOOD BUCKS ENGINEERED SEPARATELY 8uildirt & TO BE REVIEWED Acctivim BLDG. OFFICIAL (TYP.) ' "' L NIES. IN MARUPACTURRR OP QUALITY AL Orate Ctoee 11,404 Cfeavr 'Prod Category: 41 1 X HANDLE LOCKING HANDLE BACK PLATE * 42 1 X VENT 5/16" INSECT SCREEN — OPTIONAL ALUMINUM FRAME 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 44 SEE ELEVATION FRAME SILL CLIP SCREWS #12 X 1 1/2" PH SMS 45 SM -5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT * 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 47 L-3007 LII -164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063—T5 ALUMINUM (3" L.) 48 L-3009 U1-159 AS REQD. GLAZING BEAD — 7/16" 6063—T5 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SOS 50 8 X POST IN—POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 51 DC -899 AS REQD. GLAZING SEALANT — SILICONE WINDOW FRAME T. GRADE PERIMETER ULKING NOT BY 1.,/SON INDUSTRIES°, BE APPLIED BY HERS (TYP.) IERIOR FINISH P.) CAULK DETAIL 1 1/4" 41N. EMBED.) 2X WOOD—' BUCK (TYP,, ALL WOOD BUCKS ENGINEERED SEPARATELY 9, TO BE REVIEWED BLDG, OFFICIAL (TYP,) # 12 S.M,S. or WD. SCREW W/ 1 1/4` MIN. WOOD EMBED \1 EXT, GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER !TYP,) 'rU!11U11//Il[_lllll.'ll/11 4h7.. mua' EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP.) METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) WOOD FRAME INSTALLATION DETAIL •• ••• • . .. . •• kR ODIJCt R:1Err• ; .; : : SEE MULLION APPROVALS FOR rfb_,tarrtk€1snori43.• • MULLION TYPE, SIZE AND MAX.41;47dl' .40,!. • DESIGN PRESSURE LIMITATIONS. NOTE: cs=�::a THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR MULLION SHALL GOVERN. • • # 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING L-3002 LII -115 1 FRAME SILL 3 L-3002 LII -115 2 'FRAME JAMB -HINGE SID 4 L-3002 LII -115 2 _FRAME JAMB—LATCH SID 5 L-3004 LII -119 2 VENT TOP RAIL 6 L-3004 LII -119 2 VENT BOTTOM RAIL 7 L-3004 LII -119 2 VENT SIDE RAIL—HINGE ' 8 L-3004 LII -119 2 VENT SIDE RAIL—LATCH 9 L-3003 LII -116 AS REQD. IN—POST 10 L-3006 UI -111 1 X ANCHOR FRAME SILL ANCHOR CLI 11 L-3005 LII -113 AS REVD. FIXED LITE MOUNTING BI 12 L-3010 LI1-7708 AS REQD GLAZING BEAD — 5/16 13 L-7531 L-7531 AS REQD. GLAZING BEAD BULB 14 SM -5731 AS REQD. GLAZING SEALANT — SIL 15 L-3012 LI -110 AS REQD. WEATHERSTRIPPING — Ff 16 L-3011 UI -133 AS REQ'D. GLAZING BEAD 11/16" I 17 L-3013 12 CORNER KEY PER FRAM 18 L-3013 8 CORNER KEY PER VENT 19 L-3013 4 X POST CORNER KEY PER IN—PI 20 21 22 8 FRAME ASSEMBLY SCREI 8 VENT ASSEMBLY SCREW$ 2 X VENT 4 BAR 90' HINGES — S 23 2 X VENT 4 BAR 45' HINGES — S 24 AS REQD. HINGE MOUNTING SCBE% 25 1 X VENT VENT OPERATOR — DUAI 26 4/ OPER. OPERATOR MOUNTING SC 27 1/ OPER. STAINLESS STEEL "C" TF 28 2/ TRACK TRACK MOUNTING SCREV 29 1/ OPERATOR STUD BRACKET CONNEC' 30 2/ BRACKET STUD BRACKET SCREWS 31 1/ VENT LOCKING HANDLE 32 2/ LOCK LOCK HANDLE MOUNTING 33 1/ VENT LOCKING MULTI—POINT E 34 1 X LOCK POINT TIE BAR NYLON GUIDES •••• •• • • •F' • •_�' • • • • •; • • ••, •• • .• • • • • 01 • • • • • • •• . • • •• • • • ••• :.•cs t• • fre • �® 5t22•D •• •.4 ••• • bF, 37 38 L-3014 2 X GUIDE 1/ LOCK 2/ KEEPER 4 NYLON GUIDES MOUNTIN KEEPER (ST. STEEL) KEEPER MOUNTING SCRE SNUBBER 39 2/ SNUBBER SNUBBER INSTALLATION &Ma4on Mow A. Revised to Comply w/ 2010 FBC B. Renewal and Revision to sheet 5 & 6 of 7 C. Revised to Comply w/ 2014 FBC I/ WS 11 � (IND"LT STE IES. I1, 11AIIIJ.ACTURBR OP QUALITY A. 4 1r z Braga Clam 'Part CdoewI Fred Category: falA GCCL'UW Y WINMW t ALB' kt CO. 0.340• k.SS TYPES 9/16 GLA ING :ITE 5/16" Js+minated 9/16 GLA ING BITE 7/16" Laminated 9/16 GLAZING BITE 11/16" Laminated/Insulated GLAZING OPTION DETAILS COMMODITY SIZES atze Code vvwm (in) rteignt: (in) wicnorS LiI'M urt! um') psf Urt-1 psf urt*) �. psf 1-11-11__ ._. Head/Sill Jamb psi } psf 12 19.125 28 2 2 59.0 59.0 70.0 82.0 70.0 82.0 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 82.0 14 19.125 50.625 2 4 59.0 59.0 70.0 82.0 70.0 -82.0 15 19.125 63 2 5 59.0 59.0 70.0 82.0 70.0 82.0 16 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 82.0 H32 26.5 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 H33 26.5 38.375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 H34 26.5 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 F35 26.5 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 H36 26.5 74.25 3 5 59.0 59.0 70.0 82.0 70.0 82.0 22 37 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 23 37 38.375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 24 37 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 25 37 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 26 37 74.25 3 5 59.0 59.0 70.0 82.0 - - MODULAR SIZES 2020 24 24 2 2 59.0 59.0 70.0 82.0 70.0 82.0 2030 24 36 2 3 - 59.0 59.0 70.0 82.0 70.0 82.0 2040 24 48 2 4 59.0 59.0 70.0 82.0 70.0 82.0 2050 24 60 2 5 59.0 59.0 70.0 82.0 70.0 82.0 2060 24 72 2 5 59.0 59.0 70.0 82.0 70.0 82.0 2620 30 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 2630 30 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 2640 30 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 2650 30 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 2660 30 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 2820 32 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 2830 32 36 3 3 59.0 59,0 70.0 82.0 70.0 82.0 2840 32 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 2850 32 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 2860 32 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 3020 36 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 3030 36 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 3040 36 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 3050 36 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 3060." • 41 : : •72.::.i• • 5 59.0 59.0 70.0 82.0- - •• • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • •• • • • ••• • ••• • •• • n Revision Nakao A. Revised to Comply w/ 2010 FBC B. Renewal and Revision to sheet 5 of 7 C. Revised to Comply w/ 2014 FBC T, PRODUCT REVISED e°,2',.°0ying vnill the BIo a ? COn 1 NDUS'rEza , IN YANOPACTORRR OP QUALM AL Draw Ckwe: 'Part Chums 'Prost Category: :Al Co 0.34Q'-jh COMPOSITION TYPE "E" ASS TYPES 9/16 GLA ING BITE 5/16" J.aminated 9/16 GLA ING BITE 7/16" Laminated 9/16 GLA ING BITE 11/16" Laminated/Insulated GLAZING OPTION DETAILS COMMODITY SIZES Size Code Witch (in) Height Anchors DP(+) DP(-) psf DP(+) psi _ DP() psf +) _ psf _ DP_!. psf (in) Head/Sill Jamb psf 22 37 26 4 2 70.0 70.0 70.0 73.0 70.0 820 23 37 38.375 4 3 70.0 70.0 70.0 73.0 70.0 _820 24 37 50.625 4 4 70.0 70.0 70.0 73.0 70.0 820 25 37 63 4 4 70.0 70.0 70.0 73.0 70.0 820 32 53.125 26 4 2 70.0 70.0 70.0 73.0 70.0 820 33 53.125 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 34 53.125 50.625 4 4 70.0 70.0 70.0 73.0 70.0 820 35 53.125 63 4 4 70.0 70.0 70.0 73.0 70.0 820 D22 74 26 6 2 70.0 70.0 70.0 73.0 70.0 820 D23 74 38.375 6 3 70.0 70.0 70.0 73.0 70.0 820 D24 74 50.625 6 4 70.0 70.0 70.0 73.0 70.0 820 D25 74 63 6 4 70.0 70.0 70.0 73.0 70.0 820 MODULAR SIZES 3020 36 24 4 2 70.0 70.0 70.0 73.0 70.0 820 3030 36 36 4 3 70.0 70.0 70.0 73.0 70.0 82.0 3040 36 48 4 4 70.0 70.0 70.0 73.0 70.0 820 3050 36 60 4 4 70.0 70.0 70.0 73.0 70.0 82.0 4020 48 24 4 2 70.0 70.0 70.0 73.0 70.0 82.0 4030 48 36 4 3 70.0 70.0 70.0 73.0 70.0 820 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 820 4050 48 60 4 4 70.0 70.0 70.0 73.0 70.0 82.0 5020 60 24 5 2 70.0 70.0 70.0 73.0 70.0 82.0 5030 60 36 5 3 70.0 70.0 70.0 73.0 70.0 820 5040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 82.0 5050 60 60 5 4 70.0 70.0 70.0 73.0 70.0 820 6020 72 24 6 2 70.0 70.0 70.0 73.0 70.0 820 6030 72 36 6 3 70.0 70.0 70.0 73,0 70.0 820 6040 72 48 6 4 70.0 70.0 70.0 73.0 70.0 82.0 6050 72 60 6 4 70.0 70.0 70.0 73.0 70.0 820 •• ••• • • • • • •. • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • •• • •• ••• • ••• • • • • • • • 1 • • • •• • • • • • • 0• 2V r• Raut$ on Notae: A. Revised to Comply w/ 2010 FBC B. Renewal and Revision to sheet 5 & 6 of 7 C. Revised to Comply w/ 2014 FBC 1 ?OD JCi REVRSED +vitk the rlarida 004 !, .. _.._. 0!si3`-`i corinc-t L1\lWS (INDLTT`RIE, Ir MANUFACTURER OF Q&4LITY 4 Draw CIi®e: 'Part Ctoee: (Prod Category. -3001 6 ALUMINUM .062 2.312 0.062 �� II L_1 J35- 4.797 062 .062 0 0 4E SILL / JAMB )02 —T6 ALUMINUM 3.062 1.875 2.002 0.062 © to VENT RAIL 0.062 L-3004 1 0.688 6063—T6 ALUMINUM P.H./PHIL. SMS ANCHOR CLUSTER <HEAD/SILL TYPICAL) INPOST ANCHOR DETAIL SHEAR PLATE )7 T5 ALUMINUM 0.340 1.215 a 0.120-1 ALUMINUM SNUBBER 38 L-3014 6063—T5 ALUMINUM 1111011111116. PERIMETER SEALANT SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR MULL SHALL GOVERN 1/4° MAX. SHIM # 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: (STEEL OR ALUM. 1/8" MIN. THICK) A) STEEL : Fy = 36 KSI MIN. B) ALUMINUM . 6063—T5 MIN. WINDOW FRAME METAL STRUCTURE ATTACHMENT DETAIL FRAME CORNER DETAIL FRAME IMPOST o MEN FRAME IMPOST FRAME & SASH COR: HOR CLIP JM 0.094 _094 1 1 FIXED LITE MOUNTING BRACKET .970 L-3005 6063—T6 ALUMINUM --1.478 • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • • • • • ••• • ••• • • • • • • s • • • • • • • • • • • • • • • •• • • •• • , •.•• ••a • ••at.F;•l.-•*• • ..,,•.! • • • • •• •04,. • • • 18 A 16 GLAZING BEAD 11/16" Insulated/L irninated L-3011 or LII -133 6063—T5 ALUMINUM 1-11 48 GLAZING BEAD 7/16" Laminated L-3009 or LII -159 6063—T5 ALUMINUM •• • • • • • .• • •• •• • 'PRODUCT RF_V SED as complying, witti pier Bui1diStg Code Acceptance No 13V Mia26.i Dade Product Cont Revision Notes: A Revised to Comply w/ 2010 FBC 8. Renewal and Revision to sheet 5& 6 of 7 (riv D U S T Fa I E S, I N C. Revised to Comply w/ 2014 FBC MANUFACTURRR OF QUALITY AL Draw Maw 1/4•4 .....)ProdCategory;