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RC-14-1068 (2)? i � k r { T L� ... .. >:. ,-u: �_,. v.-.,. ... �.... .: ....:.... . _.. ..,� ., ....... ,,,.. �-.,. .,..;� _.�-. ..�. ... fit.-.�, .. ....,.:.._ ..,.. �.. .....`5t, .... r e. 'fan%latio� # A Best Insulation, the 13849 S.W 142"d. Avenue, Miami, FL 33186 Phone (561) 514-8885 * (954) 456-3688 * (305) 233-1818 Insulation Certificate: Permit # Project Name: Job Address: 78 NE 101St Street, Miami Shores, FL. 33138 Statement of Compliance: We, the undersigned, hereby certify that the Thermal Insulation has been installed in the above referenced project, in compliance with the latest edition of the State of Floridad Energy Code, the Approved Energy Calculation and Plans and in accordance with good construction practice at the above address. The insulation furnished and installed has the characteristics shown below: Ceiling Insulation: R-30 Blown Fiberglass, loose fill, thicknes 11.75", Insulsafe SP, 0.461 density, manufacturer Certainteed, GreenGuard certified over living space. By: A BEST INSULATION, INC Lic # 97BS00270 — 009680 -I -X— U-20455 - SP -3542 Install date: 11/24/14 Contractor signat \\Enrique\ahvac\ACELA CARMENATES\ZURDDO.rhv Wednesday, October 1, 2014, 4:07 PM 1 Rhvec - Residential & Light Commercial HVAC Loads ERA Technical Services Elite Software Development, Inc. Ductwork And Equipment Replacement Miami FL 33177 Pae 1 Project Report General Pro'ect Information Project Title: Ductwork And Equipment Replacement Project Date: Wednesday, October 1, 2014 Client Name: Zurddo Corporation Client Address: 78 No 101 St. Client City: Miami Shores, Fl. Design Data Reference City: Miami, Florida Building Orientation: Front door faces North Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 7 ft. Altitude Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Ary Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 47 44.1 80% n/a 70 n/a Summer: 90 77 56% 50% 75 55 Check Figures Total Building Supply CFM: 1,547 CFM Per Square ft.: 0.776 Square ft. of Room Area: 1,994 Square ft. Per Ton: 561 Volume (W) of Cond. Space: 16,282 Building Loads 7777771 Total Heating Required Including Ventilation Air: 23,160 Btuh 23.160 MBH Total Sensible Gain: 34,021 Btuh 80 % Total Latent Gain: 8,603 Btuh 20 % Total Cooling Required Including Ventilation Air: 42,624 Btuh 3.55 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\Enrique\ahvac\ACELA CARMENATES\ZURDDO.rhv Wednesday, October 1, 2014, 4:07 PM 1 \\Enrique\ahvac\ACELA CARMENATES\ZURDDO.rhv Wednesday, October 1, 2014,4:07 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. ERA Technical Services In Ductwork And Equipment Replacement Miami, FL 33177 Page 2 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1A -cm -o: Glazing -Single pane, operable window, clear, 207.2 3,094 0 6,191 6,191 metal frame no break, u -value 0.65, SHGC 0.3 11 D: Door -Wood - Solid Core 80 576 0 780 780 14E -3-8b: Wall -two courses brick, brick on concrete or 8 1412.5 5,815 0 4,223 4,223 inches concrete, two courses (8 inches) brick with R- 3 board insulation 12B-Obw: Part -Frame, R-11 insulation in 2 x 4 stud 65.1 32 0 63 63 cavity, no board insulation, brick finish, wood studs 16A-19: Roof/Ceiling-Under Attic with Insulation on Attic 1993.6 2,247 0 7,229 7,229 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-19 insulation 19A-Ocp: Floor -Over enclosed unconditioned crawl 1993.6 5,081 0 3,314 3,314 space, No insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood - - Subtotals for structure: 16,845 0 21,800 21,800 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 2,565 9,479 12,044 Infiltration: Winter CFM: 250, Summer CFM: 163 6,315 6,038 2,686 8,724 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 56 56 Total Building Load Totals: 23,160 8,603 34,021 42,624 Check Figures Total Building Supply CFM: 1,547 CFM Per Square ft.: 0.776 Square ft. of Room Area: 1,994 Square ft. Per Ton: 561 Volume (W) of Cond. Space: 16,282 Building Loads Total Heating Required Including Ventilation Air: 23,160 Btuh 23.160 MBH Total Sensible Gain: 34,021 Btuh 80 % Total Latent Gain: 8,603 Btuh 20 % Total Cooling Required Including Ventilation Air: 42,624 Btuh 3.55 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\Enrique\ahvac\ACELA CARMENATES\ZURDDO.rhv Wednesday, October 1, 2014,4:07 PM \\Enrique\ahvac\ACELA CARMENATES\ZURDDO.rhv Wednesday, October 1, 2014, 4:07 PM Rhvac - Residential & Light Commercial HVAC Loads ERA Technical Services 19 Elite Software Development, Inc. Ductwork And Equipment Replacement Miami, FL 33177 Page 3 System 1 Room Load Summary 777 Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Gig Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM -CFM ---Zone 1--- 1 Residence 1,994 23,160 301 15-6 525 34,021 6,038 1,547 1,547 Duct Latent 2,565 System 1 total 1,994 23,160 301 34,021 8,603 1,547 1,547 System 1 Main Trunk Size: 14x18 in. Velocity: 884 ft./min Loss per 100 ft.: 0.097 in.wg Cooling $ stem Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.55 80%/20% 34,021 8,603 42,624 \\Enrique\ahvac\ACELA CARMENATES\ZURDDO.rhv Wednesday, October 1, 2014, 4:07 PM MIAHM DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA),_ 7 U-# Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 Alftk A E COUNTY L SECTION 11 W 2 t, Room 208 iami, l rida 33175-2474 4 T (6) 315-2590 (7867 315-2599 MAY 13 ?,A14 SCOPE: j This NOA is being issued under the applicable rules and regu '® governing the use of construction materials. The documentation submitted has been reviewed ccepted by Miami -Dade County PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code.. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS -8700 (Flange Frame)" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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 pr9cess. Misuse of this NOA as an Indorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 11-0705.10 and consists of this page i and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MiAMrda14DE r�l'1f2 NOA No. 12-0127.09 APP., , Expiration Date: April 11, 2017 Approval Date: March 29, 2012 3 f lq f 12 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: l) 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 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens 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-10-3047, HETI-10-3048, HETI-10-30499 HETI-10-3049I9 HETI-10- 3050, HETI-10-3051, HETI-10-3052119 HETI-10-3053, HETI-10-30569 HETI-10- 3057, HETI-10-31309 HETI-10 31319 WTI -10-3223, HETI-10-3224, HET-10;- 32259 ET-10=3225, HETI-103226 and HETI-10-3251, dated 11/09/10,03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 11-0705.10) 2. 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 24113.2. 1 P 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-0"033, HETI-08-2034, HETI - 08 - 20359 HETI -- 08 - 2036, HETI - 08 - 2037, HETI - 08 - 20380 HETI-08 2116A and HETI-08-2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) Manue Pere Product Control- Emi • r NOA No. 12-0 .0$. Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNuED) 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 20294 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTI -3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-•02.05) C. CALCULATIONS: 1. Anchor verification calculations and, structural analysis, complying with FBC-20 10, prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05111, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued to Lawson Industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window — L.M.I., approved on 09/08/11 and expiring on 04/11/12. Duw"IB2� Manue Perez, ; . Product Control Exa in NOA No. 12-01• .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-2 E - 64 ®® N,v \\ •// , B 61 V� O8 z B B1 o $ E - 64 ®® NOTE: ox I I I) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS 'A. Al. B, & 111- REE TO SHEET /3 3) FOR HORIZONTAL CROSS-SECTION DETAILS -C, D. & R- REFER TO SHEET 04 4) REFER TO SHEET 8 OF to FDR DESIGN LOAD CHARTS AND NOTES. 00 N,v \\ •// , B 61 0 O8 z B 89 NOTE: ox I I I) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS 'A. Al. B, & 111- REE TO SHEET /3 3) FOR HORIZONTAL CROSS-SECTION DETAILS -C, D. & R- REFER TO SHEET 04 4) REFER TO SHEET 8 OF to FDR DESIGN LOAD CHARTS AND NOTES. 00 0 lJ XOX -Equal Lite (1/3-1/3-1/3) NOTES: 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS 'A, A1. B. & RI' REFER TO SHEET ®3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D. & E' REE TO SHEET 18 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 General Notes: N,v \\ •// , E 0 O8 z B 89 o $ VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT m e to h 0 lJ XOX -Equal Lite (1/3-1/3-1/3) NOTES: 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS 'A, A1. B. & RI' REFER TO SHEET ®3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D. & E' REE TO SHEET 18 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 General Notes: yy 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE o O8 z REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH o $ VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT m e to h IS IMPACT RESISTANT. (SHUTTER$ NOT REQUIRED) n E 2.) WOOD BUCKS $HALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING a v RESISTS THE SUPERIMPOSED (AADS IN ACCORDANCE WITH THE REQUIREMENTS' OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. C o ii — R o+ A. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON 3 ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. .. z c z o Z C 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE 8 ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND a TO BE REVIEWED BY BUILDING OFFICIAL 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED CLASS TYPES i7 TABULATED HEREIN (SEE SHEETS ®8. 7, or 8). AND FOR USE WITH DOUBLE GLAZE z LAMINATED INSULATED CLASS TYPES TABULATED HEREIN (SEE SHEETS #8, 7 or 8). 8.) WINDOWS WITH GLASS TYPES •A. C, OR C' WALLED ABOVE SOFT. IN THE HYHZ, THE I.G. EXTERIOR LITE SHAW. BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. D'+ C a 8.) SEE SHEET B FOR GLASS TYPE. � F S.) SEE SHEET 8 FOR DESIGN PRESSURES ON 710 or OX- WINDOWS. m p w 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE 'XOX' WINDOWS. c S p 11.) SEE SHED' 8 FOR DESIGN PRESSURES ON UN -EQUAL LTTE 7(0X- WINDOWS. .00 , x & 12.) FOR OPTIONAL FRAME IJSI'ALLATION DETAIL$ SEE SHEETS 3, 4, or B. I&) EXT. &INT. FALSE COLONIAL MONTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED co (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3. 4 & 8 FOR DETAILS O XOX - Un -Equal Lite (j/4-1/2-1/4) & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER o 24 SECTION 11.3.3.3. NOTES: I) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS `A. Al. B. & Bl' REFER TO SHEEP 03 Duitdmg Codd AcceplmmeNo m >� 18.) APPROVAL APPLIES TO SINGIS UMTS OR SIDE BY SIDE MULLED UNITS. �ft4z FOR HORIZONTAL 4) REM TO SHEET7 OF8DETAILS10 FOR DESIGNLOAD CHARTS AND NOTES � f 0 18.) SEE SHEET B B FOR 011ION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. ~ •4vi�•• 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI -DADS COUNTY APPROVED ' APPROVED ELEVATIONS $ 01 WINNOWS USING A MIAMI -DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT ETHE LOWER NTIRE MULLED DESIGNURE FROM THE WINDOWS OR MULIdON APPROVAL WILL APPLY TO THE 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE I' PAINTED OR PIATED AND SHALL MIIN'T SECTION 2003.8.4 OF THE 2010 FIARIDA BLDG. CODE. I 8 B 81 .00 , e.• � O XOX - Un -Equal Lite (j/4-1/2-1/4) PRODUCrItBVISPA as>4oewifltOtiaFlutiBs o NOTES: I) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS `A. Al. B. & Bl' REFER TO SHEEP 03 Duitdmg Codd AcceplmmeNo m >� m •••e• FOR HORIZONTAL 4) REM TO SHEET7 OF8DETAILS10 FOR DESIGNLOAD CHARTS AND NOTES � f 0 ��ql 1�r�eo1 •4vi�•• SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW ' APPROVED ELEVATIONS TEST UNIT SIZE: 111" X 83" qt 85 3/8' OVERALL FRAME WIDTH TEST UNIT SIZE: 74" X 83" 74' OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/e' INTERIOR FRAME WIDTH OWALLATION FASTBNERS• 73• INTERIOR FRAM WIDTH (A) 10 AT FRAME HEAD TWO ADDITI�AL ANCHORS (4)(80 AT FRAME HEAD TWO ADDITIONM. ANCFNRS y^ i (14 AT FRAME HEAD IF DP ABOVE 70.0) R� �g AT T{ RAILS (8 AT FRAME HEAD IF DP ABOVE 70.0 AT NOTING RAILS q O (B) 10 AT PA FRAME snJ A A 1 FiOjR�7OPSF UHI S tgITHOE�A' j ROVE (8) 8 AT EA FRAME SILL •FdR� 41 TOTAL) ROVE qO z y (8 AT FRAME SILL IF DP ABOVE 70.0) A A 1 w $ 04 AT FRAME SILL IF DP ABOVE 70.0) t, tt (C) 8 AT EA. FBAMB IAMB 4• �y, t0 y (C) S AT EA. FRAME JAMB r 1 ( QC) •BES GENERAL NOTE 83 A: ®4. (wui40Cj f 4 ( 14* DL S • SEE GENERAL NOTE $3 & g4. Ale HE93}0eM ) s ALL Mme) H p m q eC o Ar 1-4 0 3/9 UI4' 0S.13 Ur 11C. Z. o ! z iI aDZ6Z Ur OC w E C 1/4 DL � a C9 O S J 13 1/4' O.C. 13 U4. O.C. a'• O CLO I �' 131 OG N 1 11 IL I T-i $. W paP4 x & ANCHOR NOTES' INT. E IAL ANCHOR NOTE& "' O 4 L SANE ANCHOR SPACING AT HEAD 6 SILL]}I Y/ L SANE ANCHOR SPACING AT HEAD 6 SILL ( WT AL ONfALj S TWO ADDITIONAL A F R U RS WITH D g pNp P. TWO ADDITIONAL ANDERS REQUIRED �--I A� � � AT NEETDtG PALS FOR IDItTS WITH AVAIIA AS OPT E AT NEETBrG RAILS FOR UNITS WITH V/ IppppEE Y/ y, I� DP ABOVE +70PV / - 79PSF t4 TOTAL) AV� ®•i1pNAL. Yf 10K WINDOW EQUAL LITE aI1DVE •!- 7DPSF a TDTAu TICAL CRDSS-SECTION DETAILS 'A. Al, 8, b BI• AT SHEET 93 "i(O" WWDOW-EQUAL LITE x 8 SEE HORIEDNTAL CROSS-SECTION DETAILS 'C, D, b E• AT SHEET 97 HQIFIS: OX- REVERSED yAy TEST IIN17' $12l» 111'X83" I. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, b M' AT SHEET 43 q DISI'ALLAT1t>ZI FASTBNERS >k (A) l0 AT FRAME HEAD a SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, 6 V AT MY 94 H (14 AT FRAME HEAD DF DP ABOVE (BTM ) 10 AT EA FRAME SILL RA (14 AT FRAME SILL IF DP ABOVE 7 5 tc) a AT U. FRAME JAMB SERIES-8700 HORIZONTAL LIDING WINDOW *SEE cENERAI NOTE , Ic ®4. FLANGE FRAME ELEVATIONS — L.M.I. $s � � O.C. 13 yr aC sc E� J 13 v4.Ot. t11 JyJy.,. •-(3-�1 j- PRODUCTRBv69[iD AN L a g• n com;d inBwGhilieft A8 a C tamsa� 0 4 ANCHOR ACt9,P FIU �v L SANE ANCHOR SPACOt6 AT AD b S[LL A16NA �� ,MAREDo E ,7 ••'••• ••• 8 TWO ADDITIONAL ANCHORS REQUIRED ALT ' AS OPTIONAL. ( 60 MEETING RAILS FOR UNITS WITH DP A3OVE +7QPv / - 7SPSF (4 MAU "XOX' WINDOW= UN-EQUAL LITE m LSEEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, b 10' AT SHEET 93 & SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, b E' AT SHEET 13 C 111. OVERALL FRAME WIDTH 7Q.0 HO' INTERIOR FRAME WIDTH REnO IRE�D R � A Al PDR uN�TS W1�u�Al 0.0) .!- 70PSF t4 TOTAL> � D" 1 D.L.O. 1 m to ' o i -L � 1 J = ;1 ma 1, b97TES1 1 D.L.O. Nml'� D. lh jv24 i , 19W = 438 1 Ifs --TI J 6 B1 y h 1 '( ' i D.L.O. 3J 1/. , 1 1/4' TAPCON W/ 1 1/4'—, MIN. EMBEDMENT INTO.CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) I I/I1' MIN. 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYPa 2 WOOD BUCK AND FRAMING (NOT BY LAVSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1IN.: ° d . e a CLEAR SILICONE ADHESIVE BEDDING COMPOUND EXT. GRADE PERIMETER---' CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYPJ EXTERIOR �1 ALTERNATE DETAIL 414 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX FASTENER SPACING) 1/4' MAX. HIM SPACE (TYPa INTERIOR WINDS INSTALLATION NOTES: L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - UPT104AL BY WINDOW INSTALLER (TYPa APPLIED WITH SILICONE P, THE EXPOSED EXT. PERIMETER IIF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS #4, #S, & #& BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8°, WO ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WQ SCREWS INTO WOOD, OR w^rr" 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., �T WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) M•Y1/4• •MAX SHIM SPACE (TYPa PRODUCT REVISED Ila • a 41 as,,*yi whhdw 6 :NT. ,BuRdhBCude d : ' 4. Amp— No By OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" 2 i O mm M� b ac q O0 0rm V O o re m m gp Zwh Z C p o�si t9 A 4 � 5 o IS o H o N U O H O O o x 2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) BY OTHERS (TYPT� 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED •o,rro r,encu— BY THE GLAZING SYSTEM TED GLASS '.r}}—.PT, WOOD BUCKS li EXTERIOR WALL FINISH BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAHSON INDUSTRIES, INC. O EXT. GRADE PERIMETER CAULKING MILT BY LAWSON INDUSTRIES•, TO BE APPLD:D BY OTHERS CTYP.) QT� 1 LOCK 1LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. & TWO (2) LACKS ARE REQUIRED PER EACH VENT. EXTERIOR Qp1my T 1 OEXT. GF D CAUL 73• Max. FRAME BUCK WIDTH 74' MAX. —WINDOW FRAME FLANGE WIDTH - "10" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALIATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY VINDDV INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHINS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE B12 SMS IBR WIL SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CUM FASTENERS INTO CONC., VITH•A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) o a 1 1/8' MIN. EDGE DISTAI PRODWrRBVM as wwft wm U,eft* Bmftcob + 7 ua• Max. %-J SILICONE ADHESIVE L'•~ M14 S.MS. W/ 1 1/4' ; SHIM SPACEBEDDING COMPOUND i/a• MAx. SHIN SPACE :4. a MIN. EMBEDMENT INTO WOOD, (SEE ELEVATION AT SHEET 12FOR . 7 17 INTERIOR TY MAIL FASTENER SPACING)Lx/ 5 271/' 1\ TAPCON W/ 1 1/4' ' MIN. EMBEDMENT INTO COMM NT _�_ �_ FMIE. (SE ELEVATION AT SHEET H2 N FOR MAX. FASTENER SPACING) 12 ar r li EXTERIOR WALL FINISH BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAHSON INDUSTRIES, INC. O EXT. GRADE PERIMETER CAULKING MILT BY LAWSON INDUSTRIES•, TO BE APPLD:D BY OTHERS CTYP.) QT� 1 LOCK 1LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. & TWO (2) LACKS ARE REQUIRED PER EACH VENT. EXTERIOR Qp1my T 1 OEXT. GF D CAUL 73• Max. FRAME BUCK WIDTH 74' MAX. —WINDOW FRAME FLANGE WIDTH - "10" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALIATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY VINDDV INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHINS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE B12 SMS IBR WIL SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CUM FASTENERS INTO CONC., VITH•A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) o a 1 1/8' MIN. EDGE DISTAI PRODWrRBVM as wwft wm U,eft* Bmftcob + 7 # 12 X 1 3/4• S.M.S. c 1 1/4' MIN. WOOD EMBED O (SEE ELEVATION AT SHEET #2 to 1 FOR MAX. FASTENER SPACING) +::;' PT. WOOD BUCKS m o n q CLEAR SILICONE ADHESIVE 1/4' MAX, 21 22 23 O BEDDING COMPOUND LAMINATED GLASS ;.Ir' a, m m y SHIM SPACE tTYP� 1/4• MAX. P. h V �+ EXTERIOR SHIM SPACE _ ; • e g < w 7 17 mP.) L " 5ci 27 30 31 3 4 •• 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC z d (SEE ELEVATION AT SHEET #2 c z q 14uc FOR MAX. FASTENER SPACING) o= t .+ 18 •'a k Z z I/4• IN 1/4' MOW. BED 17 g 18 -� - - — MBEDMEN a IL a' --------- ----� �____ _ • o a 1 1/8' MIN. � ----------------- a ' • . EDGE DISTANCE V EXT. GRADE 4CAULK M 04 x p CAULK O O a WINDOW FRAME BUCK WIDTH x WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE W WINDOW INSTALLATION NOTES: g a L THE WINDOV FRAME FLANGE TO BE BACK -BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 8 THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYPJ o • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BULK OR Z MASONRY 13 I= THAN 1/8", SHIMS ARE NOT REQUIRED. a ANCHORS NOTE: ANCHORS TO BE #12 SMS OR VD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC• FASTENERS INTO CONC., ppp0 WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR Vp fb N•.%I� CONC. (REFER TO LOAD TABLES F13R QUANTITIES REQUIRED) ,.•'� •� LL PROD=RBV= Buffd1bg0h t1�o1Ttm9Cs Daw 8y Y Ee PmduN I37 1 58 1 5 4 1 65.0 1 65.0 1 65.0 65.0 70.0 70,0 1 700 1 70.0 1 80.0 1 80.0 1 800 I 80.0 I II sr 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80. 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 DESIGN LOAD CAPACITY S - OX or X0 MNDOWS 74 63 1 6 1 8 1 65.0 65.0 1 65.0 1 65.0 65.0 70.0 1 - I- m ° 0, ° i " = s d (� l0 w } a °a y ! Z° i' 1 a o a ° z Sd x w z ° z a 04 S 0 z. x , J $ # +/_Pressures We ass T "A" r2) Glass T ''B" * 2 Glass T "C" * 2 Glass T "D" 2 Glass T "E" * 3 Glass T "F" * 3 {MNDOIN Jamb HSShpsf WIDTH HEIGHT lAnchorelAnchors - t f - + - + - sf + - sf + _ 24 24 3 3 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 1 80.0 1 60.0 1 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 1 80.0 80.0, 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 800 80.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 700 80.0 80.0 80080.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 700 70.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 800 24 48 4 4 65.0 65.0 65.0 65.0 70:0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.Q 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 700 80.0 80.0 80.0 80.0 --657r'65.0 24 60 5 4 65.0 65.0 700 700 70.0 700 .0 80. 80.0 800 36 60 5 4 65.0 1 85.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 700 70.0 800 80.0 80.0 80.0 72 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - 26.5 26 3 4 65.0 65.0 65.0 65.0 700 70.0 70.0 70.0 800 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 800 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 700 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 28 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 700 80.0 80.0 80.0 80.0 26.5 38. 5 4 4 65.0 65.0 65.0 " 65.0 700 -70.o 70.0 70.0 800` 80.0 80.0 80.0 xe 37 38.375 4 4 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 800 80.0 53.125 38.375 4 6 1 65.0 65.0 65.0 65.0 700 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65:0 •65.0 70.0 70.0., 700 70.0 80.0 80.0 800 80.0 26.5 50.625 5 1 4 1 65.0 1 65.0 1 65.0 1 65.0 70.0 70.0 70.0 1 70.0 1 80.0 80.0 80.0 80.0 I37 1 58 1 5 4 1 65.0 1 65.0 1 65.0 65.0 70.0 70,0 1 700 1 70.0 1 80.0 1 80.0 1 800 I 80.0 I II sr 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80. 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 60.0 1 80.0 T 80. 74 63 1 6 1 8 1 65.0 65.0 1 65.0 1 65.0 65.0 70.0 1 - I- _ - Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. as wmplylagwlththo 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW ulld&g Coda (WINDOWS WITH CLASS TYPES A, B. C, & D' Aaceplm�mN° Ex baoD& Zp ILL RISER - OPTIONAL X, APPLIED WITH 3J SILL WITH RISER ADAPTER ARE. FOR WINDOWS ABOVE +70.0 DP WS WITH CLASS TYPES "E, & DSD +i/• /� �� \ BY SILICONE I FOR DP ABOVE +70A PSF AD(D 710NAL ANCHORS REQUIRED AT FRAME HEAD & L ON % /� i/ `\ \� Dada i C+BOA DP MAX.) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH CLASS TYPES A, C. OR G' INSTALLED ABOVE SOFT. IN THE HVHZ, THE LG. EXTERIOR LITE SHALL BE TEMPERED. � xe w 0 DESIGN LOAD CAA SF -OX WINDOWS with Un-Eual Lite (11-4-112-114) +/-Pressures FRAMESIZE � Jamb � H & S Glass T e "B" * 2 lass Type "C" ' 2 Ips T s "D" * 2 Glass T e "E" (* 3 Glass Type "F" * 3 Glass T "G" * 2 o WIDTH HEIGHT Anchors Anchors + sf - sf + sf - F + owd f + sf - f + sf F + sf 8D 24 3 7 80.0 80.0 80.0 80.0 6b.0 76.0 65.0 75.0 52.0 52.0 65.0 - sf 75.0 z 72 24 3 7 84.0 80.0 B0.0 80.0 $b.0 75.0 65.0 75.0 52.0 52.0 65.Q 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0' S2.Q 65.0 75.0 m 96 24 3 1d 80.0 80.0 SO.Q 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $a^ °w " 108 24 3 11 8 . 80.0 8.0 80.0 65.0 75.0 65.0 75.0 5.0 52.0 65.0 75.0 60 36 3 7 8d.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z� e w x .. 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o z 10 c z 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 py OD W I= O 96 108 36 36 3 10 70.0 75.d 70.0 75.0 65.0 75.0 .85.0 75.0 52.0 52.0 6b.d 75.0 O 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 0 6d 4B 4 7 70.0 75.0 70.0 76.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 fa/a°1 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 V 0 v a 84 96 48 48 4 4 8 1Q - 62.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 e 04 108 48 4 19 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 6b.0 75.0 z 60 72 0 60 5 5 7 7 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 62.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 fid, 0 � � 5 8 52.0 52.0 65.0 75.0 65.0 75.0 62.0 52.0 65.0 75.0 �� oI x 86 60 5 1Q 52.4 52.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 k 108 60 5 91 52.0 52.0 65.0 75.0 65.0 76.0 52.0 52.0 65.0 75.0 a o 0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.d 75.0 52.0 52.0 85.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 85.0 75.Q 65.0 75.0 52.0 52.Q 85.0 75.0 74 50.625. 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �A 74 58 5 7 52.0 52.0 85.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 7Q 33 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 28 3 9 - .52.0 52.0 85.0 75.0 85.Q 75.0 52.0 52.0 65.0 75.d 78.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H 78.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.d 75.0 58 5 78.5 58 5 9 52.0 65.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1152.0 79.5 63 5 9 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.065.0 10625 26 3 11 - 52.0 5.0 65.0 75.0 .0 75.0 52.0 52.0 65.0 75.0 75.0 65.0 75.0 106.25 38.375 4 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 106.25 50.625 4 11 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.d 75.0 75.0 111 52.0 52.Q 65. 75.0 .d 75.0 52. 52.0 65. 75.0 E06.25 z z a �UC•,��r....,,R�D•,wv �OQ,�••�•••N••••..M�,,� Notes * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & c O 0 0 SILICONE OPTIONS. 2- 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW 'A, Bxpumiant>aie q (WINDOWS WITH GLASS TYPES B. C. & D SILL RISER 3.) SU WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP B tub[b/is 1 20 -OPTIONAL 1 APPLIED WITH SILICONE ' (WINDOWS WITH OL48S TYPES 'E, & ?I AND +60.0 DP MAX I I FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10)L=JL 1 2 ► t+BOA DP MAX.) �,• • . e�I • • •••• 4.) WINDOWS WITH GLASS TYPES 'A, C, OR G" INSTALLED ABOVE 3OFT. �� ° B�9 111111 IN THE H%M, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. [A- Pl - -FgIual A 58 5 11 52.0 52.0 65.0 75.0 65.0 76.0 52.0 52.0 85.0 75.0 63 5 1152.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 26 3 11 52.0 52.065.0 750 65.0 75.0 52.0 52.065.0750 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 � 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 52A 52.0 85.0 75.0 65.Q 75.d 62.0 52.Q .66.0 75.0 111 52.0 52.Q 65. 75.0 .d 75.0 52. 52.0 65. 75.0 84 36 3 9 - - waZ0suir LVHu Wif-Mdf r (rar/ -AUA VVHVUVVVQ WIUI cqual irze (W -iia -lis) 52.0 60 48 4 7 - - 52.0 520 72 48 4 9 - - 52.0 520 84 48 4 9 • z 52.0 52.0 PMME SUE # Jamb # H & S Glass Type "B" r 2) Glass Type "C" r 2) Glass Type "D" r 2) Glass T "E" (• 3) Glass Type 71 (` 3) Glass Type "G" C 2) WIDTH HEIG . Anchors Anchors + psf - par + psi - pd + pd - psf + pd 9 + psf . psf + psf . psfco m o M coo 60 s 9 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 520 53.125 26 3 6 80.0 80.0 80.0 80.0 53.125 38.375 4 6 80.0 0 a ,. C "2 1 z `. o C Z G4 w o m 53.125 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0. 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65:0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - - 52.0 52.0 60 48 4 7 - - 52.0 520 72 48 4 9 - - 52.0 520 84 48 4 9 - - 52.0 52.0 60 60 5 7 - - 520 520 72 60 5 9 - - 52.0 52.0 84 60 5 9 75.0 - 52.0 520 53.125 26 3 6 80.0 80.0 80.0 80.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 53.125 58 5 6 - - 520 52.0 53.125 63 5 6 65.0 - 520 520 74 25 3 9 80.0 80.0 80.0 80.0 74 38.375 4 9 - - 520 52:0 74 50.625 4 9 • - 520 520 74 58 5 9 - - 520 52.0 74 63 5 9 - - 520 52.0 79.5 26 3 9 80.0 80.0 80.0 80.0 79.5 38.375 4 9 70.0 75.0 52.0 520 79.5 50.625 4 9 - - 520 520 79.5 58 5 9 - - 520 520 79.5 63 5 9 - - 52.0 520 84 26 3 9 70.0 75.0 70.0 75.0 84 38.375 4 9 70.0 75.0 520 520 84 50.625 4 9 - - 52.0 52.0 84 1 58 5 9 - - 520 52.0 94 1 ea 1 s 1 9 I 1 59 n I 59 n Notes * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & sOJCONE OPTIONS. 2) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A, B. C, & III 3.) SIM WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES °E. & Fj AND +60.0 DP MAIL ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A. C, OR G" INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED. 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 d ik ti c W4 a �j a c 0 O x 3 c z I o to o 65.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 65.0 75.0 65.0 75.0 520 520 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 55.0 75.0 65.0 75.0 520 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 55.0 75.0 65.0 75.0 520 52.0 65.0 75.0. PA 7j;n 1 r -An 7.rn -rgn ron Rr%.n I 71;n 52.0 1 65.0 1 75.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 520 52,0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 520 520 65.0 75.0 65.0 75.0 65.0 75.0 52.0 $2.0 65.0 75.0 65.0 75.0 65.0 75.0 520 520 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 65.0 75.0 65.0 75.0 520 520 65.0 75.0 65.0 75.0 ' 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 1 65.0 75.0 52.0 52.0 65.0 75.0 PRODUCTRBVISED D* BY 2p SILL RISER - DPTMNAL M• I APPLIED WITH SILICONE I I FOR DP ABOVE +70.0 PSF 1 I 080.0 DP MAX) XOX-R.�tal Lks ,•* 4 aND HS -8700 FLANGE FRAME 19INbOW -BILL OF MATERLIIS 1TE6! / PABT / !(BQD. D68CRIFfION RBITABXS 1 L-7703 1 FRAME HEAD 60b3 -T6 ALUMINUM 2 L-9701 1 FRAN>E SILL 6063-T6 ALUMINUM 3 L-7701 I FRAME FXD. JAMB b063 -T6 ALUMINIBa 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM S L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TDP/BOTTOM RAIL 6063^T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 A1.UH[NUM 9 L-9702 1 FRAME SILL TRACK 6063 -TS ALUMINUM 10 L-9705 1 FRAME SILL RETAINING CLIP 6063 -TS ALUMINUM 11 L-7708 AS REIYLL GLAZING BEAD (3/9•) 6063-T9 ALUMINUM 1E FS -006 AS REQ'0. FRAME ASSEMBLY SCREVS q8 X 3/4• P.H. PHILLIPS 13 FS -040 AS REOD. INSTALLATION SCREVS q14 SMS FH./PHIL. 14 L-7531 AS REO'D. YINYL BULB 1!4' DIA. BULB 83033 1S PWS -003 AS REWD. FIN SEAL VEATHERSTRIP .197• w x 230' h 16 PWS -OGS AS RE7D. FIN SEAL WEATHERSTRIP .167' r x .390' h 17 PVS-009 AS REQ'D. FIN SEAL VEATHERSTRIP J67• � x 310' h 19 L-7711 AS REO'A GlA2INL BEAD (INSULATED) 60b3 -TS ALUMINUM 19 PVS-ODl AS REQ'D. PILE @GLAZING BEAD .187' s x .150' h 20 L-8706 AS REQ'D. SILL RISER ADAPTER b063 -TS ALUM.- OPTIONAL 21 L-7539 E VENT EXTRUDED SPRING LA7CN 6063 -TS ALUMINIB4 22 HC -0.47-1 2 VENT MOLDED SPRING LATCH MIOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STADdLESS STEEL 24 x 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 2S FS -041 2 SILL RAIL ASSEMBLY SCREV q9 X E 1/4• P.H./PHIL E6.1 HC -044-1 2 WEEP FLAP &BAFFLE x. 262 HC- 1 X VEEP OPEN CELL fpAM PAD ]/2• x t/2' x 2• L 27 HC -040-1 2 SASH ROLLER 6 HpUSING x 29 HC -026-1 1 SCREEN fRAbIE 6 MESH r E9 r 1 ATTACF@7ENT SCREW @CLIP q8 X S/B' SDS. 30 HC -0.59-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L -993D X Ancho FRAME SILL AAICHOR CLIP 6063 -TS ALUMINUM 33 x 2 LAMINATED GLASS Sea DetsOa B LX of sheet 9 34 r AS REDID. tB.AZING SILICONE Sea OetsAs H L.H. of sheet 9 3S OPTIONAL AS REDID. CQLOWAL FALSE ItUNTB4 ALUMINUM 36 SM -5504 AS REQ'D. JOINT SEALANT r 37 x AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL 3T 19 ALUMINUM MULLION FLAT HEAD.•PHILLIPS r O MSEE MULLIONON . SRS F ANO FOR i� ELEYA = AT 9IEET /2 Iii A a MAXFOR MM FASTENER SPACING pp 5ntti)VE GPimms" DESIGN PRESSURE UMffATtONS. DP TABLES FOR QUANTITY) ` O ,y 4 A. Dov ttINDAYi 899 (AM.sCHREE 0.0)8° MW 1PoCIn b h Tam SPECMIN E aD B6o0 NOTE THE LOWER PRESSURES OF INTERiOk Mom y d maznrG PtH THE WINDOW OR MULL 51 wLL GOVERN C V a c ores CIN w $� W Zo$zo �Z Z LuffN TM D roME .____. ____ x q w EPFX'Rir°RERGCAAa�KrNQ ' FRAME O a EXTERIOR m @ I+�,bME MULLING DETAIL x ® o O SEE MULLION APPROVALS FOR Q MULLION TYPE SIZE AND MAX. Q+ DESIGN PRESSURE LDATATI�JS C NOTE THE LOWER PRESSURES OF L THE WINDOW OR MULL SHALL GOVERN T' �7 1/4' MAX / 12 SDS. X 1. 1/4' L jtRl'OR FOSHIM UR MAIAIL FASTENEERDWO AT SPSP a 1 t) 99 19 4 Wril 'SAICOME OPTIONS•. Dow CORNING 899 33 ca tRO¢p 2 m � C 01 PERKRAME NOTE: SEALANT EXTERIOR 1' MAU 10 STEELBE 1PAINTEEDD oR PLATED. 2 NEFAL STRUCTURES: A) STEEL : Fy - 36 KSI NIN (STEEL 18 GA MW. THICK - 0.048' 8) AUAGNUM : 6063-T5 MW. 7e DESCRIPM DsSCmPun (ALUM. 0.078' MIN. THICK)a E �L J 1 METAL STRUCTURE ATTACIIMENT DETAIL 111 ,0000O�•je�;.....,�N� 0IL O O dE PR1SM RtmidG W 6 tmwftn � / '•' •• ° ti''••....... h) ViNDOVS WITH GLASS TYPES •a GOR G• INSTALLED ABOVE 301'7. O IK FNE HVH2, THE M EXTERIOR LITE SHALL BE TEMPERED. B% /aulel GLAZING DETAILS AND OPTIONS a gINATED G C061F0H 0 -TYPE B Tract otas9 ¢tBN6IPADN nBrm IdMOtl9E D1SC81PITDN 1 tre• aNNEALEB GLASS E OW PLASTIC A Q1A9H CO SITI - TiIDI GLBS D>W�TlON DSra6 kiNRU48 D�CRIPt1DN 1 118' BEAT-Si(q:EXiHTENED 611138 1 Ire• NEAT-SiREHGXTdffD mA85 PLASTIC OITERLATER -- - �� •��. e Ire• ANNEALED GLASS , .StO• � A Q1A9H CO SITI - TiIDI GLBS D>W�TlON DSra6 kiNRU48 D�CRIPt1DN 1 118' BEAT-Si(q:EXiHTENED 611138 1 Ire• NEAT-SiREHGXTdffD mA85 B 0096' PLASTIC INTERLAYER 0T1C BIITACITE PVB By. •DIFDNT• 3 IIB' HEAT-ST�NgOEntED GL0.4S MATED G COMPOSITION - TYPE B 1Yatlt stAse DltlDX BBrMT. - tAXiNA4B aescRmrlsN 1 Ire• NEAT-SiREHGXTdffD mA85 2 0.090' PLASTIC MTERLAIt'A T G7•C Bp 'SmOtIA• 3 1/8' NEAT-$TREMiH1ENED QA59 TBD GLASS COMPOSITION - TYPE F ITBM OIA89 DAN DBI'Atf. IdYBlATB D88CB�YION 1 E 118• ANNEALED (GASB 0.090' PLASTIC AiTERLAYER =` =_� .- BUTactTE PVB 8p .yUp�. 3 118' ANNEALED mALS S 1/B' AARARAI.ED fnA3S hl IN9UTA TED IdSB CO ON TYP A 17BM GldfiB D88CB@TION omaa _ 1 - (� .vr - 1JIINTAYB DIaSCBIPaMR 1 v8' a1D¢ALED GLAS8 SAFLEX PYB Bl" 'SOLUTIa• 8 0040' PLASTIC MTERLaYT01 3 lre' AVlEALED Gu88 � v4• D>Sul11TED AIR SPACE S 1/B' AARARAI.ED fnA3S hl INSULA INATiiD G CO N PB C rr1O1 s,Aee DstAO. - u1.v Ie1mvATB rwB Br •Dl�atr' I !/B' A10IEN.ED GLASS B DG90' PIA3TIC DItERLAYER 3 Ire• AxNEalen mass 4 u4• BJSIp.ATED A� SPACE s Ire• avuEaLEo mass ae O9 1ATdlNATED Ttmi OIABS Dls�[PDON C CO ON D]OY10. _ - � .._..4W TYPE G IAMINA7D OSBCRIP'T1p I IIB' HFA7-STRENOHTENCD MASS PVB BY.'�@IT• P 8090' PLAStIC D1rERLATER 3 !re' HEAT-STREtIC11iE1�0 GLASS 4 1/4. 11Q311LalED AW SPACE S 118' ANNEALED mA36 W FRAME [MEAD L-7703~) FRAME FIXED JAMB L-7701 SILL TRACK L-8702 ER44E `W O � I FRAME TOP CORNER io A � 4289 VI C y � � p � 0,643 nra � I °� � � 0 0 Z• g e a p A SILL RETAINING CLIP L-8708 2`�I 10 mauc en VEW Fnv aax Z pOp g$ Bd s o=. i N �-4439--•. 4 FUME JAMB � a a x O I FRAME SILL L-8701 FRAME VENT JAMB L-8703 O O 3 FRAME BOTTOM CORNER VENT SPRING LATCH L-7839 A62 21 114 NIB VENT T0P CORNER FRaME MEEnao �L '\ •®�� '\ wFM JAMA ® tr O � p .0 p p 4 BY 2.643 41 \ VW Lwx aaa o I em I — 49e .Eso i j VENT INTERLOCK RAIL L-7705 0S FIXED MEETING RAIL LL--7704 VENP0TOP/BOTTOM RAIL Is a O YEN7 807TOM Ban. FRAME SILL ME TIN Ren $C +d s .Ofi2 YENJ BOTTOM CORNER z z FRAME &SASH CORNER ASSEMBLY DETAILVENS TOB RB RAIL 0 SELL ANCHOR CUP L-8830 32 O GLAZING BEAD GLAZING BEAD L-7711 SILL RISERL-77 ADAPTER L-8708 fid'{l0lllfi/F ool ,4 •••�•• .`��/8�i ° Jgg L-7708PRODU 1 i 98 Q sw w °° W b°•;j'��r, O 2�0ft�dvmo 4499 2794 T- Am-0SO I acoo �, Buudwgcoa Do a °° •'°k 4z3s 773.1 Era— --� arc ad°Prodmt BBBd®e® ae0�°' a MIAW ADE MIAMI—DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SNV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315--2599 NOTICE OF ACCEPTANCE (NOA) www,m6am4dade.gav/economy Lawson Industries, Inc. 8501 NW 90"' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or .material tested for quality assurance purposes. It this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum French Doors - L.M.I. APPROVAL DOCUMENT: 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 "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County.Product Control Approved", unless otherwise noted herein. REVISION 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 renews NOA No. 124127.23 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMid)ADE COUI�'rY �; ,� NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subin itted 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 "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11 3201, issued on 0110b/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 Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09-2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted tinder NOA No. 10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02 TO95 and HETI-02--T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) Jaime D. Gascon,"P, E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 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 20294 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 24113.2. 1, TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI--02-1253, HETI-02--1726, HETI--02--1728, HETI-02--1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10,- signed 7/02/10,signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 10-0128.04) 2. Glazing complies with ASTM E1300-98104 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. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 63/28/13, expiring on 12/11/18. F. STATEMENT'S 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) -� f Jaime D. Gascon, P. L Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 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 NDA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-x;201, 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-04-18961B, HETI-04-1377, HETI-02-T095, HETI-02-T090, HETI-02-1253, HETI-0217260 HETI-02--17280 HETI-02--1736, HETI-02--1742, HETI-02-1763 and HETI-02--1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz---Seda, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 124127.23, issued to Lawson Industries, Inc. for their Series "La Porte 81-0" Outswing Aluminum French Doors -- L.M.I.", approved on 04/05/12 and expiring on 06/05/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 B-3 ANCHOR NOTES: 1. SEE ELEVATION AT SHEET ANCHOR O.C. MAX. SPACING 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME -ANCHOR SPACING ® FRAME HEAD & SILL QUALUM SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). QUALM= UNITS WITH AND WITHOUT SIDELITES MAX. FRAME SIZE 145 1/E"tr. X 08 3/4mh. OXXO EXT & INT FALSE COLONIAL MUN71N APPLIED H/SHdCONE. QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS MAX. DAYLITE OPENING WHYTH = 25" MAIL DAYLITE OPENING HEIGHT = 83 1/8" SEE ELEVATION AT SHEET lof6 FOR MAX. ANCHOR SPACING ALL DIMENSIONS SPECIFIED ARE IN INCHES NO HURRICANE SHUTTERS ARE REQUIRED "OXXO" r EXTERIOR ELEVATION NOM: 1). THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE FBC 2010 CODE. 3). WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILOING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABBE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATE14AL SHALL BE BEYOND WALL r ESStNO OR STUCCO. 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALIATK)N FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS 145 V2' Max Unit Width Sidelite Swing Panel VWth Pa.»i VWth A PRODUCTROGWED BILL OF MATERIALS m FWWda ITEM t DRe'O # PART 0 REQD. DESCRIPTION RENARD I L-911 1.II-098 1 FRAM HEAD 6063-T6 ALUMINUM 2 L-902 1.11-097 1 FRAM SILL 6063-T6 ALUMINUM 3 L-903 LII -090 2 FRAME JAMB 6063-T6 ALIPHAU 7 4 L-904 LII -096 2 SIDELITE JAMB ADAPTER 6063-75 ALUM" S L-906 LII -092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 LII -091 1 x panel HINGE STILE 6063 -TG ALUMINUM 7 L-905 1.11-094 I x parol LOGE STILE 6063-T6 ALUM" B L-909 LI1-095 2 x panel TOP E BOTTOM RAIL ADAPTER 6063 -TS ALUM" 9 L-911 1.11-085 AS REO'D. 1/4 ROUND ALUM. BEAD - 7/16' 6063-T5 ALUMINUM t0 L-912 LII -087 AS REND Va ROUND AM BEAD - 3/8' 6063-T5 ALUMINUM It FD -624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 606345 ALUMINUM 12 VVS-001 TP 3286 AS REWD, BtAb V41y1 Vts p. -Tea" Plastics, Ine See Material Composition at Sheet 13 j PVS-001 I x AS REOD. VTSP. 2 TOP/8077. RAILS Schlegel FS - J87 -w. X 21M 14 PVS-OO2 x AS RED& VTS'P. a FRAM HEAD 8 JAMB Sddegel PS - .187'w. X .3:10•h 15 L-910 L11-089 2 x paret STRIKER MOUNTING PLATE 6063-75 ALUMINUM t6 FD -619 FD -619-1 2 x paned STRIKER PLATE 6063-75 ALUMINUM 17 FD -631 1.11-086 AS REDD, GLAZING ADAPTER 6063-76 ALUMINUM Is HC -001 SF -5502 2 x Panel DELTA FLUSH BOLT (R TOP 6 10TTON OF LOCK STILE) 19 F11-621-2 -024/025 1 SET DOOR LOCK / DEAD BOLT SET KVIKSET - Series 6907 CaMID 20 FD42I-2 -024/829 i SET DDDR LDDC / DEAD SOLT SET SCHLAGE - Series TBM COMBO 21 FD -621-2 -024/025 I SET DOOR LOGO / DEAD BOLT SET BEFIANT - Series 831 COMBO 22 S. FS -03S AS RECD: Fraise Install. Screw -Head 5/16'- TAPCON d See Nates) 23 x FS -03S AS RECD Frame Install Screw- :Mmb/S0 5/16•- TAPCON (See Notes) 24 x FS -026 8 FRAME ASSEMBLY SCREV N12 X 3/4• PH. -PHI. 25 x FS -012 AS REWD. JAMB ADAPTER W" 010 X 3/4• PA -PHI. 26 04M LII -171 AS RECD. 1/4 ROUND ALUM. BEAU - 11/16' 6063-T5 ALUMMIR 27 x FS -043 8 GLAZING ADAPT. ATTACH. SCREW 18 X-1 I/4' FHL -PHI. 28 x FS -049 2/Pomel Doutde Roo Ass"My Screw 3/8'x2 114• Hex Scree 8 Nut 29 x It AS RECD. NEUTRAL CURE SILICONE Schnee -Morehead SM -5731 30 x x AS RECD. NEUTRAL CURE. SILICONE Dox Carvsng 899 . M x x AS RECD. NEUTRAL CURE SILICONE Trance S-500 3e x x AS RECD. Laminated (Bass see Pg. S Dupont - Sentry Glass Pius 33 x x AS RECD. Loakited Glass see Pg. S Dupont - PV8 34 x x AS RED'D. Lamdrmted Gross see k S Saftex - PVB 35 x NC -002 2/Ponel PANEL ASSY ALUM. PLATE 11/e•x 2•x 1/8• (6063 -TS A120 36 w HC -004 2/Paml Panel Ass'y Full Lenght Rod 3/8`14c.-2011 Rol. Ptate. Flange Nut 37 x FS -B! 8 HINGE ATTACHMENT SCREV 010 X 3/4' P.H. / PHL 38 x F'S -044 12 SIDELITE ATTACHMENT SCREV 110 X t' PH/PH1L - (17. OC FMO 39 RC -006 WMB614 6/Janb 1/e' Dia Hots Ptug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 40 HC -007 L2PM7BGII 2/P*nM 71W Ota. Hole Plug - Nylon 6-6 MICROPLASTICS - R"Ime4 H-79 41 x HC -010 VBOLT FLUSH BOLT SOI Ping - Nylon 6-6 SUNCOPLASTtCS Ine, Rockwell M-79 42 L-913 LII -086 AS RE&& l/2 ROUND FALSE ALUM, MUNTIN 6063-75 ALUMINUM 43 N x AS RECD. INT FALSE APPLIED HIMIN 125' X A22' STOCK MAIRINIIN 44 L-913 FB -623 AS RECD. I FRAME HEAD SHEAR PLATE 6063-75 ALUMINUM - 4' tang 45 L-916 LII -117 AS RECD. FRAME LOW SILL - OPTIONAL 6063-79 ALUMINUM 46 FD -635 HC -050 1 TVO-POINT FLUSHBOLT LOCK OPTIONAL ( FIRt t/- 7611 psf gip 47 FD -6e6 F.D-626-1 2/1'"WI FLUSH BOLT GUIDE ALUM, ANGLE 11/2'x t V2•x 1/8• Alun 6063-T5 48 FD -627 FD -627-1 2/Pane4 2 -Point Lock Bolt Guide ANGLE 3•x 3•x 1 V2'x 118• Alum 6063-T3 49 x x AS RECD. Joint Seolant- White Colored •Purvis Co! super Seal 50 FO -638 HC- 1 SET LOGE ACTIVE HANDLE 6 TRIMSET ASHLAND OW52MA-A 51 FD -637 He- I SET RULTI-POINT LOCK ACTIVE ASHLAND NV5110-STACT5 Se FD -640 HC- I SET LOCK PASSIVE HANDLE 6 TRIMSET ASHLAND OV9201A-P 53 FD -639 HC- 1 SET INILTI-PAINT Lock PASSIVE ASHLAND NV3110-STPAS4 54 FO -641 MC- 2 x Parwl Multi -Point Lock Bolt Guide NYLON 64 Rockwell N scale n 55 x FS- 4/6Wde Bolt Guide Attachment Fastener N6 x 1/Y PAUPHOL. 56 FD -64B HC- 1 x Lack Lock Top Mount Adopter jNYLON ADAPTER 57 FD -643 HC- I x Lock Lock Bottom boat Adapter INYLON ADAPTER ANCHOR NOTES: 1. SEE ELEVATION AT SHEET ANCHOR O.C. MAX. SPACING 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME -ANCHOR SPACING ® FRAME HEAD & SILL QUALUM SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). QUALM= UNITS WITH AND WITHOUT SIDELITES MAX. FRAME SIZE 145 1/E"tr. X 08 3/4mh. OXXO EXT & INT FALSE COLONIAL MUN71N APPLIED H/SHdCONE. QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS MAX. DAYLITE OPENING WHYTH = 25" MAIL DAYLITE OPENING HEIGHT = 83 1/8" SEE ELEVATION AT SHEET lof6 FOR MAX. ANCHOR SPACING ALL DIMENSIONS SPECIFIED ARE IN INCHES NO HURRICANE SHUTTERS ARE REQUIRED "OXXO" r EXTERIOR ELEVATION NOM: 1). THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE FBC 2010 CODE. 3). WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILOING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABBE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATE14AL SHALL BE BEYOND WALL r ESStNO OR STUCCO. 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALIATK)N FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS 145 V2' Max Unit Width Sidelite Swing Panel VWth Pa.»i VWth A PRODUCTROGWED ( 33 13/16' max. > A ( 35 3/16' max. m FWWda 1). MAX. UP = ±86 PSF W/ (4) Surface Bolts & pass Types & B. C & 0. Sull" CobA jj { SEE LOCATION DETAILS ® SHEET 3 OF 6 aaeoNo 3 PSI •t 2). MAX.UP = 06 PSF W/ 2 -Point. Lock active)+ (2) Surface Botts at Inactive `O 3). MAX, DP - ±76 PSF W/ Flat S111 & must be used where water in6ltro6aR is not repo red or operlir g i9 protected by overhon9 rota greater then one. ft;4). MiMWavletoa MAX. DP - *86 PSF W/ Muni -Paint Look (1-ot2ivo)+(1-Passive) of Inactive Notes B ro8a N 18 SEE s ALTFJWE BOLT taOPT INS u / \ . Max. BLD Mdt n / i~sy 0 i:• D / / \ S A -e-, S Active Inactive xZ x� s16 E y y° % to E8 Et 6 I/2• °eotl tit con z a E Sidelite >i Md `/% %/ //% ib H TE BOLT AT•SHEEI Sid lite �i • Bal S 6' 1/g• 6' 6' Sl. 1/ 6• 6• 6• Va T OF 6 FOR 3/4 AND LOCATIONS. lot sldelite) 12 3/4' Gmx az a 4 at a 1/2' 14 V8' x or a 4 y ANCHOR NOTES: 1. SEE ELEVATION AT SHEET ANCHOR O.C. MAX. SPACING 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME -ANCHOR SPACING ® FRAME HEAD & SILL QUALUM SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). QUALM= UNITS WITH AND WITHOUT SIDELITES MAX. FRAME SIZE 145 1/E"tr. X 08 3/4mh. OXXO EXT & INT FALSE COLONIAL MUN71N APPLIED H/SHdCONE. QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS MAX. DAYLITE OPENING WHYTH = 25" MAIL DAYLITE OPENING HEIGHT = 83 1/8" SEE ELEVATION AT SHEET lof6 FOR MAX. ANCHOR SPACING ALL DIMENSIONS SPECIFIED ARE IN INCHES NO HURRICANE SHUTTERS ARE REQUIRED "OXXO" r EXTERIOR ELEVATION NOM: 1). THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE FBC 2010 CODE. 3). WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILOING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABBE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATE14AL SHALL BE BEYOND WALL r ESStNO OR STUCCO. 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALIATK)N FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ;,Revised to comply a/ PBgA84 -11/01 Revised to comply wJ FBCe007 &added JScaInsulated Claw 01/28/10 "" *Z Ashland Malt -Point Look 01/27/11 s Revlsed to comply w/ 2010 FRC •: �� •it`` AntonOr Nelson Ereao 01/2 7/11 OF Nelson Bran 0IJE0/18 DATE" n.t.a LA y / �V 1 MEDLEY, FLORIDA(33166 ND S•rj;P.i S, C. (305) 696-8660 MANUFACTUNER Of QOALTF ALUMINUM NINDOMS AND OUS9 DOORS hmo Dom Pmt [tam had odVW rrkr/Ata khHar shut MOA APPMWAL IMPACT FW= 00R 1 OF a "La Porte" Impact" French Out—Swing Door FO -2003 ARE NUT PART OF THIS APPROVAL PRODUCTROGWED LHOTMONS: m FWWda 1). MAX. UP = ±86 PSF W/ (4) Surface Bolts & pass Types & B. C & 0. Sull" CobA jj { SEE LOCATION DETAILS ® SHEET 3 OF 6 aaeoNo 3 PSI •t 2). MAX.UP = 06 PSF W/ 2 -Point. Lock active)+ (2) Surface Botts at Inactive `O 3). MAX, DP - ±76 PSF W/ Flat S111 & must be used where water in6ltro6aR is not repo red or operlir g i9 protected by overhon9 rota greater then one. ft;4). MiMWavletoa MAX. DP - *86 PSF W/ Muni -Paint Look (1-ot2ivo)+(1-Passive) of Inactive Notes ;,Revised to comply a/ PBgA84 -11/01 Revised to comply wJ FBCe007 &added JScaInsulated Claw 01/28/10 "" *Z Ashland Malt -Point Look 01/27/11 s Revlsed to comply w/ 2010 FRC •: �� •it`` AntonOr Nelson Ereao 01/2 7/11 OF Nelson Bran 0IJE0/18 DATE" n.t.a LA y / �V 1 MEDLEY, FLORIDA(33166 ND S•rj;P.i S, C. (305) 696-8660 MANUFACTUNER Of QOALTF ALUMINUM NINDOMS AND OUS9 DOORS hmo Dom Pmt [tam had odVW rrkr/Ata khHar shut MOA APPMWAL IMPACT FW= 00R 1 OF a "La Porte" Impact" French Out—Swing Door FO -2003 110 7/8• Nox Urft Vldth �I TERNAIE 53/6. m .I� d 0 A7 SHE 143 I/2' Nox Wit VIdth 07 217crHMIET SEE AUV WR SW p d 6 Panel SideUte P=8 AT WPond DP TYPE "A" & "E' +/-(PSP) Vdth Wth ( 33 13/16' rmx) A 1.35.3.116' i+nz DP ( PSA CIA&S O1A83 TYPE '8' "C" TYPE +/-(PO +/-(PSP) +/-(PSF) • 101/4' 161/41 22 1/4• 28 114• 301/4• 34 1/4• C � 5 D / nits Q 113/16' TE H q � 9. +76.0 q q +760 )e +76.0 H _760 5 2860 313/16' 3760 276.0 7 C N s Y� � O tai x� im C V P a eI a TWUW `® E P AT d "0X0" ELEVATION SEE TE 3016 3AT SW S „OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SNEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. E SHEET W 6 FOR INSTALLATION - 74 1/2' Nnx UAt %Nth Ci .M. "OX" ELEVATION APPROVED CONFIGURATIONS I. ALL ELEVATO)NS AREA GRAPHICAL REPRESENTATION VIEWED FROM 7HE EX7ERH)R SIDE 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3 S A AV�TH SINGLE BOTTOM PAIL4. OUT -SWING BOLO R WITHOUT INSECT SCREEN. PRODUCRONEM tWiNPIa)de e /2oig 1" s/s• Nox umt 8,a .1 u+ I 143 I/2' Nox Wit VIdth 07 217crHMIET SEE AUV WR SW p d 6 Panel SideUte P=8 AT WPond DP TYPE "A" & "E' +/-(PSP) Vdth Wth ( 33 13/16' rmx) A 1.35.3.116' i+nz DP ( PSA CIA&S O1A83 TYPE '8' "C" TYPE +/-(PO +/-(PSP) +/-(PSF) • 101/4' 161/41 22 1/4• 28 114• 301/4• 34 1/4• 77• 5 1860 113/16' !760 9. +76.0 q q +760 )e +76.0 H _760 5 2860 313/16' 3760 276.0 2760 5 !860 35 31W .760 +760 1760 NIX 111. VW 93• >K6) 5a 0 m.+ !860 C :•� !760 0 /•i M« E +760 q !760 6 !860 29 3116• 4760 !760 !76A 6 !86.0 31 3/L61 +760 +760 I 6 f +860 35 3/16' +760 +760 P yy 2 �q ms C xS E Nve q ` � EET T `Op1�S1�E1 T ON 3 d 6 .0" ELEVATION Q D B q SEE TE 3016 3AT SW S „OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SNEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. E SHEET W 6 FOR INSTALLATION - 74 1/2' Nnx UAt %Nth Ci .M. "OX" ELEVATION APPROVED CONFIGURATIONS I. ALL ELEVATO)NS AREA GRAPHICAL REPRESENTATION VIEWED FROM 7HE EX7ERH)R SIDE 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3 S A AV�TH SINGLE BOTTOM PAIL4. OUT -SWING BOLO R WITHOUT INSECT SCREEN. PRODUCRONEM tWiNPIa)de e /2oig 1" s/s• Nox umt 8,a .1 u+ I "LaPorte" IMPACT FRENCH OUTSWINO DOOR - DESIGN LOAD CHART B MTavd Ikda 07 217crHMIET NONBBR OvGLA83 R3 / W DP TYPE "A" & "E' +/-(PSP) PANEL AMA' 0C�) VIM • DP ( PSA CIA&S O1A83 TYPE '8' "C" TYPE +/-(PO +/-(PSP) +/-(PSF) • 101/4' 161/41 22 1/4• 28 114• 301/4• 34 1/4• 77• 5 1860 113/16' !760 9. +76.0 q q +760 5 +860 23 3/161 +760 +760 +76.0 5 4860 29 3116• 476.0 !760 _760 5 2860 313/16' 3760 276.0 2760 5 !860 35 31W .760 +760 1760 10 1/4• 16 U4• 22 1/4' 28 1/4• 30 1/4• 34 1/4' 93• >K6) e !860 Act�le !760 G M« iq4 av +760 F x, !760 6 !860 29 3116• 4760 !760 !76A 6 !86.0 31 3/L61 +760 +760 I 6 f +860 35 3/16' +760 +760 P yy C ` � EET T `Op1�S1�E1 T ON 3 d 6 .0" ELEVATION "LaPorte" IMPACT FRENCH OUTSWINO DOOR - DESIGN LOAD CHART B MTavd Ikda 07 217crHMIET NONBBR OvGLA83 R3 / W DP TYPE "A" & "E' +/-(PSP) PANEL AMA' 0C�) VIM • DP ( PSA CIA&S O1A83 TYPE '8' "C" TYPE +/-(PO +/-(PSP) +/-(PSF) • 101/4' 161/41 22 1/4• 28 114• 301/4• 34 1/4• 77• 5 1860 113/16' !760 !76.0 +76.0 5 ±86.0 17 3/16' +76.0 ±76.0 +760 5 +860 23 3/161 +760 +760 +76.0 5 4860 29 3116• 476.0 !760 _760 5 2860 313/16' 3760 276.0 2760 5 !860 35 31W .760 +760 1760 10 1/4• 16 U4• 22 1/4' 28 1/4• 30 1/4• 34 1/4' 93• >K6) 6 !860 11 3/16- !760 +760 +760 6 !86D t7 3116' 4760 +760 +760 6 1860 23 31W !760 !760 !760 6 !860 29 3116• 4760 !760 !76A 6 !86.0 31 3/L61 +760 +760 !76A 6 f +860 35 3/16' +760 +760 +760 $ B MTavd Ikda ertx"att r/nt� uua• eta• wrru.nwc ncu+un•acn�a rcx ou+wxu wu� • O PAREHTNE36 DIDICATES 1 OF ANCHORS AT FRAYS JAM& 4"f• Reetoa Notox W , , °r,« Revised ply,,/ a/ FBC2004-II/01/Ob t,. °; `i 8501 NW Nth SL �� F vlsW to comply w/ MW& added I 11 1 v. MEDLEY. FLORM 33168 55225 Insulated Glees 01/82/10 I DUST IES INC. (305) 696-8660 : lend MOIt-Point Look 01/27/11 NANWACTUM OP QDIMY ALUXINUM FZN90n AND MW MRS Aoa ekpr P+.t am pme cals"s, 8"4r/Med& Tax" — NDA APPROVAL WPACT "a= 0608 R OF A► to comply W/ 2010F> T� of .•aU bw""' Nelson Erazo o0r/f1 "La Porte" Impact" French Out—Swing Door TP Nelson sm. 01/ 12 swo 11.149. bfi� MuxM" &-bw M®d"+ FO -2003 Awrfen Gw4 •5/16' TAPCON V/ �IL SEEEEENOTMIN EES B�ELOV FOR SPACING) �}--2 x tP.TJ'BUCK vat MAXNISFQN TYP. t■ua MULLION < <` ° n>yy;".r• DLl7 Vidth 4-4 14 Pcnel Width 1 }' MIN EMBED 0 @ TYP 18 Active RT7PR[OE SIS tractive Active INTERIOR Sm tractive , 18 67ttBWOR- BIDS I BMTMR SIDE E3 L_J E4 L_J LOCK STILES WITH FLUSH BOLT LOCK STIES WITH TWO-POINT LOCK & FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE Z2 I ,T 2' sill. height Sul "..f • "' r H•, �.- I J'_MIN EMBEI TYP tt5/�'11,6' TppA��PCON V/ tSEE �TESEMI! sLOaLI FOR SPACING) B2 OPTIONAL - DOUBLE 807TOM RAIL DETAIL 5/16' TAPCON V4SPACING) INTERIOR SIDE (SEE NOTESOBEIAVLOCK STILE3MULLION JAMActive iria� five2;Y :• 6• @EXTERIOR SIDE O CrrZ MAX SHIN "OXXO" I UNIT WIDTH MIN T 3dftCode! ataoq< i tagatimlfiePieside A.Uve Inactive G $ OPTIONAL BOLT ® TOP RAS v S —.'• .. .. .. MOemllA uProdudG� 5 1 r 1'T. Active I 0 I Inactive 0R SIDE DIMS.=. I (*} OPTIONAL SILL —� - !B s��,:' al 2i 171BE IJ EHI�U OPTIONAL BOLT 0 BOTTOM RAIL 5/161 TAPCON V/ TYP -J-[ C SEE DETAIL E3 FOR MOUNTWG LOCATION) i 1/E' EMBED. ISEE RTTEE S BELDV FOR SPACING) TWO .POINT MULTI -POINT FLUSH BOLT & (') FLAT SILL NORE 23 MAIL OP - 376 PSF VA1L OP - t88 PSF TWO-POINT LOCK, LIMITATIONS: ppDRS 6 SIDELITES WITH THIS SILL TO BE 95 1/4' MAIL FRAME HEIGHT. OPTIONAL LOCK DETAILS 1). MAX DP = 306 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 76,11 psF DESIGN LOAD AND Surloce Boos & Gtoss Types A, B. & C. KILST BE USED WHERE VATER INFILTRATION IS NOT REQUIRED OR TIO: 2). MAX. DP = 376 PSF W/ 2 -Point EXTERIDR OPENING IS PROTECTED VITH AN EXTENDED CEILING OR ROOF PRO AN 6 EISGIN., Lad* (active)+(2) Surface Batts ® Inactive 6VER}NNO FiIILATER THAN DR EQUAL TO THE HEIGHT OF THE WALL ,' s� gVHER�E�(��T/HE% GWR TSfLOCATED. Revision Notes.�� y / A 61 9 V ti Revised to comply w/ 1+[tCm04 -11/01/05 8501 NW 90th SL Revised to comply s/ FBC8007 & added MEDLEY. FLORIDA 33166 a Insulated Glees 01/22/10 YVDU I S, INC. (305) 696-8660 Ashland Malt -Point lank 01/27/11 WANDPACPDRBR OF 4VAU77AMUW7MDM FMOVS AND CUSS DOORS Revised to comply x/ 2010 PBC Aa- ekw Part cow Ped t0tporp s-4./Modre lava BArre 'i. c �5 �� 7mA APPROVAL IYPACt FRENCH DOOR 1 3 OF O �hN N Nelson erase 027 11 "La Porte" Impact" French Out–Swing Door 1 a �gs Nelson Erase 01/20/12 FO -2003 Rrt4tew tars ANCHOR NOTES: I. SEE ELEVATION AT SHEET I OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. IB 2. SHEET 4 OF 6 FOR WSTALiATION ASTENERS TYPES. //.: PRODiJCTRBNBWtID 3dftCode! ataoq< i tagatimlfiePieside A.Uve Inactive G $ OPTIONAL BOLT ® TOP RAS v S —.'• .. .. .. MOemllA uProdudG� 5 1 r 1'T. Active I 0 I Inactive 0R SIDE DIMS.=. I (*} OPTIONAL SILL —� - !B s��,:' al 2i 171BE IJ EHI�U OPTIONAL BOLT 0 BOTTOM RAIL 5/161 TAPCON V/ TYP -J-[ C SEE DETAIL E3 FOR MOUNTWG LOCATION) i 1/E' EMBED. ISEE RTTEE S BELDV FOR SPACING) TWO .POINT MULTI -POINT FLUSH BOLT & (') FLAT SILL NORE 23 MAIL OP - 376 PSF VA1L OP - t88 PSF TWO-POINT LOCK, LIMITATIONS: ppDRS 6 SIDELITES WITH THIS SILL TO BE 95 1/4' MAIL FRAME HEIGHT. OPTIONAL LOCK DETAILS 1). MAX DP = 306 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 76,11 psF DESIGN LOAD AND Surloce Boos & Gtoss Types A, B. & C. KILST BE USED WHERE VATER INFILTRATION IS NOT REQUIRED OR TIO: 2). MAX. DP = 376 PSF W/ 2 -Point EXTERIDR OPENING IS PROTECTED VITH AN EXTENDED CEILING OR ROOF PRO AN 6 EISGIN., Lad* (active)+(2) Surface Batts ® Inactive 6VER}NNO FiIILATER THAN DR EQUAL TO THE HEIGHT OF THE WALL ,' s� gVHER�E�(��T/HE% GWR TSfLOCATED. Revision Notes.�� y / A 61 9 V ti Revised to comply w/ 1+[tCm04 -11/01/05 8501 NW 90th SL Revised to comply s/ FBC8007 & added MEDLEY. FLORIDA 33166 a Insulated Glees 01/22/10 YVDU I S, INC. (305) 696-8660 Ashland Malt -Point lank 01/27/11 WANDPACPDRBR OF 4VAU77AMUW7MDM FMOVS AND CUSS DOORS Revised to comply x/ 2010 PBC Aa- ekw Part cow Ped t0tporp s-4./Modre lava BArre 'i. c �5 �� 7mA APPROVAL IYPACt FRENCH DOOR 1 3 OF O �hN N Nelson erase 027 11 "La Porte" Impact" French Out–Swing Door 1 a �gs Nelson Erase 01/20/12 FO -2003 Rrt4tew tars 5/16' TAPCDN W SEE FOR SPACING INTERIOR SIDE 3 OMB 19 20 21 L STILE 46 15 (a6 7 /•-' active _ _ / l� LIMIT WIDTH — EXTERIOR SIDE TAPCOM W/ " MIN EMBED. E NOTES FOR SPACING) SHIM TYP. MEAD Al LEGE J 9/16' TAPCDN W/ l V _ JAMB DIST SEE NATES FOR SPACING TYP i . ,�•' ti��..M• 10 31 6 23 WOOD BULTt r• :•��; m�.3s'"•�a; INTERIOR SIDE 3 LOCK STILE 3 ;`. ; �• 7 JAMB 19 20 21 Inactive 1/4�' MAXX. SHIM TYP. �'••3'"' :: �.. 46 �' /•''• as -. 7:1 � , 6 Sidefte 39 12 i 1 Attachment Screw QST v4. C 6 Screws a each side of Jabs, 7 inactive JAMB: 5/16" X 2 1/4' Long TAPCON(*) MAX SHIN - le total per sldeOte NOTES: ALL PASfENERS N/ 1 1/E" MIN, EMBEDUENT. INTERIOR SIDE I 1. LEGE J 9/16' TAPCDN W/ l V _ NIN EMBED. DIST SEE NATES FOR SPACING TYP i . ,�•' ti��..M• •i.M ICPT.).l'8d Mx WOOD BULTt r• :•��; m�.3s'"•�a; INTERIOR SIDE 3 LOCK STILE 3 ;`. ; �• 7 JAMB 19 20 21 S 16" X 3 1/2" Long TAPCON(4) SRL: 516" 2 1/4" Long TAPCON( 1/4�' MAXX. SHIM TYP. x .IAMB: 5/16" X 2 3/4' Long TAPCON(*) 46 �' /•''• as 30 31 , 6 Sidefte 39 12 Attachment Screw Active 3 ,a.;• . '••''� C 6 Screws a each side of Jabs, 7 inactive JAMB: 5/16" X 2 1/4' Long TAPCON(*) - le total per sldeOte NOTES: ALL PASfENERS N/ 1 1/E" MIN, EMBEDUENT. INTERIOR SIDE J V F -F T 9TH,, GLASS W y 9 l V _ 10 0 EXTERIOR SIDE F IL i ILaJ 4 INTERIOR SIDE INTERIOR SIDE 3 LOCK STILE 3 ;`. ; �• 23 �- $1 23 . SILL "+. Height SILL •ij.;,,+i r' z 'l"^j.`•'" ''. a' •1 }' MIN EMBED • "' :`': "i� "� 1 }' MIN EMBED • .jr�j .j. i:TYP •i..j.,jw,..i q i.t. TYP 5/16• .—COM V/ +, 1 i/2' MEMBED. (SEE NSTINALLATIDN NOTES FOR SPACING) 5/16• TAPCON W/ LOCK STILE 12 Dade PioduA EXTERIOR SIDE 9 to 12 MS FOR SPACING - 14 INTERIOR SIDE INTERIOR SIDE 3 LOCK STILE 3 ;`. ; �• LOCK STILE 3 JAMB 19 20 21 S 16" X 3 1/2" Long TAPCON(4) SRL: 516" 2 1/4" Long TAPCON( 119 20 21 x .IAMB: 5/16" X 2 3/4' Long TAPCON(*) 46 �' /•''• MULLIONS: 5/16' X 2 1/4' Long TAPCON(') (•) TAPCON BY " OR "BUILDS%' 30 31 t 39 12 Active 3 ,a.;• . '••''� Active 7 inactive JAMB: 5/16" X 2 1/4' Long TAPCON(*) MULLIONS: 5/16" X 2 1/4' Long TAPCON(4) (•) TA)CON BY "SEGO" OR "BUHDEX' NOTES: ALL PASfENERS N/ 1 1/E" MIN, EMBEDUENT. -- 7 9 10 rvr T (� SERVATION AT SHEET i of 6 FOR �! Td ;.� as O G2 X EXTERIOR SIDE UNIT WIDTH Revision Notes:�� Ra ked to comply r/ FECB004 -11/01/08 50 51 ' EXTERIOR SIDE Revised to comply r/ FBC2W & added INTERIDR SIDE STI LE 3 4 Insulated Claes 01/22/10 57 MULLION INTRINGH SDR Active 7 4 ®� I B 7 mooN9191s8FIMIde Revised to comply r/ 2010 FBCs•,a.�,•,a,, U LOCK STILE 12 Dade PioduA EXTERIOR SIDE 9 to 12 ,. G3 3 - 14 - INSTALLATION FARS NOTE: STENE "1X BUCK' MOJVA REQUIRED FASTENER LFnrctTa 0HEAD: S 16" X 3 1/2" Long TAPCON(4) SRL: 516" 2 1/4" Long TAPCON( EXTERIOR SIDE INTERIOR SIDE x .IAMB: 5/16" X 2 3/4' Long TAPCON(*) 50 51 5 53 MULLIONS: 5/16' X 2 1/4' Long TAPCON(') (•) TAPCON BY " OR "BUILDS%' LOCK STILE 5fi 57 "2X BLNx' MINIMUM REOLRRED FASTENER LENGTH HEAD: 5 i6" X 3" Long TAPCON(1) SRI 56' x 2 1/4" Long TAPCON(*) Active 7 7 inactive JAMB: 5/16" X 2 1/4' Long TAPCON(*) MULLIONS: 5/16" X 2 1/4' Long TAPCON(4) (•) TA)CON BY "SEGO" OR "BUHDEX' NOTES: ALL PASfENERS N/ 1 1/E" MIN, EMBEDUENT. 17 E2 12 AND 1/4" MAX. SHIM SPACE. • ALL TAPCON LENGTH$ "L' SPECIFIED ARE NINIHULIS SOTOS (� SERVATION AT SHEET i of 6 FOR �! Td ;.� as EXTERIOR SIDE ANCHOR MAX. SPACING AND LOCATIONS ) s EIYS'•.' q ao F , cP of Revision Notes:�� Ra ked to comply r/ FECB004 -11/01/08 8501 NW 90th SL 9,5225 Revised to comply r/ FBC2W & added MEDLEY. FLORIDA 33166 * Insulated Claes 01/22/10 INI7USTiiIE INC.) (305) 696-8660 SMead Mult-Point lack 01/27/11 NANOFACfO&BB OF 0GAkTY ALUMINUM 64NDO S AND WSS MAS Ttf� Revised to comply r/ 2010 FBCs•,a.�,•,a,, ansa NOA APPROVAL Ze1 TEEOF. NIPACT FRENCH 4 OF 6 Nelson EFaxa o B7 11 "La Porte" Impact" French Out—Swing P g Door 6.•••^' �t maamew om1/20/ Nelson ETaxo 01/20/12 1 81�CRVn n.t,s. e.1— mei A.%W. FD -2003 e�w�o" tnvk .F. ASSEMBLY YpUVS 126 lie A 3G)• PH4 Mu. I1 SHMIX Soo SILL SEALANT DETAIL IWE- PEAM In BE SEALU SMA TO Sal. tar WF AND AEMOV Z .._. \- SaELITE ATTADMIRNT•E 440VE EIOE�� GLAZING TYPE & DESCRIPTIONS& DESCRI�ONS .400' 0 A laminated Glass by Dupont S Iso SCREW on r PN Sia . IPNIL IYBU DI6CRIPTIOI DETAIig INTERIOR SIDE 3 3/19' Annealed+4 QGlazing Adapt*1/4Round ont - Glass T "B" TBN DESCRIPTION DETAIL33 t Lie,Anmaled Ow 2 A90' DuPont PVB Interlayer utri_ 3 VB' Annealed vE UMas" r= W - Glass Type V 3, DETAIL I Vol Neat -Strengthened Glees e 497 son" PVB ketae oS4r our 3 1/8' Neat-Strengthena4l Gass 1/8'TENPERED GLASS 3 rra DESCRIPTION DETAIL I 2 V8' Hoot -Strengthened Glues .090' Dupont srP Interco . Laminated GlassAwTE� IIB' Heat -Strengthened Wass 4 1/4• INSULATED AIR SPACE bq Dupont 0r SaludaITO=umoma S 1/e• TEMPERED WAGS JAae TyPae A'. "8' or "C'SIDELITE/JAMB ATTACHMENT DETAIL {SEE TABLE WFRAME ASSEMBLY DETAIL MAM TYPE L DRIP a>x ` y 3a Read 8 t0 a EXTERIOR SIDE 4 14 GLAZING DETAIL #1 NK sic INTCRNAI 00° UWAMM oti. I� INTERIOR SIDE fflH= A71A011W ,0 Glazing Adaptor •, . ' �� DEPTH Les Sam SCREWS 5/10' Laminated Glace 37 �:. CI Depth ' HINGE ATTACHMENT CSCE TABLE WCORRESPONDING BLAZING TYPE i DESCB TIP Z DETAILS Aeras iaLE / • /• LEFT aw Ma LTAr�Td Was Sna _ _ _ {� ��• d / ^er I/4' Insulated f / At gpace YF/ W 1/8' Tmap. pass am ORION MW ATTADMOIr c vAr¢a STBE�D s AEIEs Sr�r •- Glazing Beed Icer '�P '"'MPANEL ASSEMBLY DETAIL KUM> sTpece EXTERIOR ,. :cast xaLD mvra �0 v . wT GLAZING DETAIL #2 GLAZING TYPE & DESCRIPTIONS GLAZING TYPE & DESCRIPTIONS& DESCRI�ONS .400' 0 A laminated Glass by Dupont - Clean Type A' IYBU DI6CRIPTIOI DETAIig 1 3/16' Annealed 2 A90• DuPont SGP Interinyer 3 3/19' Annealed+4 .340 0 A Laminated Glass by Du ont - Glass T "B" TBN DESCRIPTION DETAIL33 t Lie,Anmaled Ow 2 A90' DuPont PVB Interlayer utri_ 3 VB' Annealed 340 0 ALaminated Glass by SoluUs - Glass Type V I'm DESCRIPTIO DETAIL I Vol Neat -Strengthened Glees e 497 son" PVB ketae oS4r our 3 1/8' Neat-Strengthena4l Gass K MRO! ESD 9 A0 L-�a 114 SHE OR SELF DRILLING SCREUS 914 SNS OR SELF DRILLING SCREVS �• GLAZING TYPE & DESCRIPTIONS& DESCRI�ONS .340 O A Laminated Glass • b Solutia - Glass Type D ITEM DESCRIPTION DETAIL 11/8. Meat -Strengthened Gloss a .097 San PVB e 3 Ver' Heat-Sbeag�thned gess Vhv 4 1/4• INSULATED AIR SPACE our S 1/8'TENPERED GLASS 340 0 A laminated Glass by Solutio - Glass e rra DESCRIPTION DETAIL I 2 V8' Hoot -Strengthened Glues .090' Dupont srP Interco . 3 IIB' Heat -Strengthened Wass 4 1/4• INSULATED AIR SPACE yMt, S 1/e• TEMPERED WAGS 34 KMTZ SN[I. AW INTO METAL STRUCTURE INTO METAL STRUCTURE t aITT•AiII4 .OS (SEE NOTES FOR SPACING) --�{�-- (SEE NOTES FOR SPAMNO) �. '' u (3 -Ts Him t' MIN EDGE DIST �I (Fy 26 KSI MIW IN EDGE DIST. ALIBIIIAM TUBE lBA.LION STEEL LUBE OR C0.UlW REFER TO APPROVED (STEEL IN CONTACT VI ALUM, MI1M1-BADE MDA TO BE PLATED OR PAINTE) 4 V4' MA�SFIII( TYP. V SHIM TYP. MRON + + p=UCTRENEWBD �L•4SW M, r r esEo�Y�S(YUhtbat�la(rid'aS Q 1 1 5/18• ELCO TAPCffi( v/ ° sKatNiia No V Z V • i t ( 1/, ISSN EDGE asT 1 1/2• MIM EMBED ZOeB V FIM• 5/l6• TAPCO N v/ TYP (SEE NOTES FAIR SPACING) 1 Ve tOM EI(BE& INTO CMC HINGE ASSEMBLY DETAIL tltsT , (SEE NOTES FOR SPACING) Plp J. INBRR 1I SPD -824-2 (CUM TO BE 3 KSI MINA ' 1 (ATM ® �//p�/% /]��(% r •, cr^! ;e''y'• •'"'r," :1 . EE GEN. h TE 93) It S 4t+��•••.,j- "d r Revision t Notes: �1 .1�1 / / 1 p L -. •, •.c. � • N f•`•, d°r'r� Revised l0 comply x/ F8txD04 -11JGt/Ob 8501 DBf! 90th S ' C , Revised to comply s/ I11=7 k added MEDLEY. FLORIDA 33166 Insulated Glass Ol/R2/10 NDU8TnM8. INC. (305) 696-8660 • V4' MAX SHIN TYP. 1/4- MAX. SHIM TYP. Ashland Mutt -Point Lack Ol 1l /� /�/ XABITPACF/JRA'R OF QUALflT' ALCBTlNWI NTNDOB�S AND CUSS DOORS sad to comply e/ 2010 PRC Nt:nm Ewn P.a cram Prod Ca/4Fmna Sgtt-/Ifad4a g,m serve • aa� - . � NOA APPROVAL IYPACS FRERCH cons 501.6 ::. Nala9n EM20 o 8711 is Porte" Impact" French Out Door OPTIONAL INSTALLATION DETAILS MAY APPLY c. ;,! 4 ' i4,<� TO DDDR FRAME AND/NB( FRA,¢ K FRAME INSTALLATION OPTIONAL DETAILS $3(`b° �j' e �y�`'` am" fir �` Nelson Erna a1/ g DATfiv_" °��U . n.(.e PMH Nrnam oa xmo,n FD -2003 A"A'ta" t4wr . p. 9 OPTIONAL OTWO-POINT LACK LOCK #HC -080 (+/- 76.0 pat DP) CA T I Optional Multi—Point Locks I (+/— 88.0 pat DP) ASHLAND FLUSH BOLT AND TWO—POINT LOCK ANGLE GUIDE #FD -827-1 LI �d24 1.500 INACTIVE—PANEL 47 FLGUIDE BOLT AE 1 1/2" LANG #FD -825-1 T 2' IP —11-1/8' SIDELIT'E PANEL. ALUMINUM PLATE 35 2" LANG BHC -002 sfo STADLESS STEEL BOLT W 00 SM, DA SSS C."_760 pelf 00 318' O.O. SSS p/ -so peFT INACTIVE -PANEL 18 FLUSH BOLT JHC-001 -076i~ Ir��80 3 T T_9I I VJ6 .450 L 396 � 1.750 17 1259 a -- .908 F.074 .127 GLAZING ADAPTER O QUARTER ROUND #L-910 #FD 18BEAR O -634 PANEL HINGE STILE gL-907 119==9—.7 730 %!7_22'16 �^-- 4387 I —I( I 208 398 F— 2331 —I t^ -r HINE LEAF 10 QUART 11 ER ROUND L750 375 OL -908 ((3/8' HEAD A--912 -Jr370 535 —i T_ 'V" O PANEL LOCK STILE .835 .656 ®L-908 :808 i----I� 3.75 f 7S0 — OQUARTER ROUND (1/4") BEAD L250 ®L-811 372 1.625 '—'�LD.198 345 � HALF ROUND3 _ 4.000 42 372 FALSE MUNTIN O RAR. ADAPTER Sao #L-813 "®L-909 0 9 Flexible Com lon-TeamPtas bTc. FPVCBIadc ondNo.7200•TE PHYSICAL ASTAIN'0. DaaaderHmdmaf A°,l0seo 75 =40 SpadkC_iW 1.45 D•792 Tolftshmgkiis I640 D6M Ultin ao monga8a4% 340.0 DO$ Madaba®IO Easatim P9 165.0 DO$ 31.0 D-746 '2. FPVCA4' ft Compmmd No. 7207-75 PHYSICAL ASFOIta Dw=*rHmdmu A",10ac 7S D-2240 Spad&Oiady 1.45 D.M TombsbmgkPSI 1610 D408 Uirunteomplioy% 373.0 MS Mo"mjPl00%RIaWbm,PSI 7653 DW InVATIMalm 300 D.74 S 362 :100 " -I .136 OPANEL TOP & 5 BOTTOM RAILFRAME JAMB BL -908 O OL -903 4.500 --j 1.750 . 87 .065 1 FRAME HEAD 1912 -- I $1•-901 __W_ -T 1� 1r .100 364 364 2.000 T OFRAME SILL #L-902 ♦ � 1.612 —] 355 .063 -�. 21- 4 .065 4= JAMB ADAPTER 4 . T... . ".; 1912 1�0.07E oAss� af166 44 FRAME HEAD SHEAR PLATE #L-918 1. ALL DIMENSIONS SPECIFIED ARE W 1N1.}[B�2.6EES tE .I00 2. SEE ELEVATION AT SHEET 1 OF 6 FOR rf So ANCHOR O.C. MAX. SPACING AND LOCATIONS S Itevieed to comply a/ F8C2004 -111017 • Revised to comply a/ FBC2007 & added Insulated Clan 01/22/10 pAshland MaIL-Point Lock 01/27/11 `- !L' z Revised to Comply a/ 2010 FB¢ 8- Dab ' Y »•:? � Nelsoa Ereso 01 27 it or Deq Dauer in ; _ `� . t� Nelson Eraao 01/20/12 4SM- FRAMEAME IOW BILL 2Q" 1l gL-918 vv 66 j�l NOTE: REFER TO DETAIL '113' AT SHEET 0 3 OF 6 FOR ADDITIONAL NOTES AND LIMITATIONS LA F I S O S 8501 NW 90th Ast MfDL£Y, FLORIDA 33166 ST143iE$, IVC. (305) 696-8860 MANOFACFORBR OF 4911W AWMMUM WOW AAIC CUSS COORS Drax aas HM aapr Hod hkporet Snta/YoGa rtonv SAaE NOA APFRDVAL BBAC7 FRENCH om 8 OF 8 "La Porte" Impact" French Out—Swing Door M-2003 Iav4ft E".e ,P, MIAMI•f]fADE MIAMI—DADE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w%vw,rnfaM1dade. Ovfefon4in - Lawson Industries, Inc. 8501 NW 9014 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8'4" Outswing Glazed Aluminum French Doors -- L.M.I. APPROVAL DOCUMENT: 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 "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami—Dade County.Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been tiled 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 renews NOA No. 12-0127.23 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. NOA No. 13-0328.11 MIAMWA�aa COUr�trY � Expiration Date: June 05, 2018 ems; Approval Date: June 06, 2013 t'i 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 "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of aluminum. Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11 3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NDA 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 Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09 2645, HETI-09-2624 and HETI-09 2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HET144-1896 A, HET144-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E--8 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02 TO95 and HET142 T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Subfnitted under NOA No. 03-0219.01) Jaime D. Gascon,"P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 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 24113.2. 1, TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI--02-1253, HETI-02-1726, HETI-02-1728, HETI-021736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda, P. E. (Subinitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 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. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 63/28/13, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) f Jaime D. Gascon, P. L Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cowiwum) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NDA 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 NDA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted udder NOA No. 10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 092645, 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-041897, HETI-04-1896A, HETI- 04-1896B, HETI-04-1377, HETI-02-T095, HETI-02-T090, HETI-024253, HETI-02--1726, HETI-02-1728, HETI- 02--1736, HETI-02--1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz--Sella, P. E. (Submitted under previous NOA No. OS 1116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 8'4" Outswing Aluminum French Doors — L.MJ.", approved on 04/05/12 and expiring on 06/05/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-3 ANCHOR NOTES: 1. SEE ELEVATION AT SHEET ANCHOR O.C. MAX. SPACING AND LOCATIONS 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME -ANCHOR SPACING 0 FRAME HEAD & SILL QUALM SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). QUALIFIES UNITS WITH AND WITHOUT SHIEUTES MAX. FRAME SIZE 145 I/ew. X 95 3/4-L OXXO EXT & TNT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. QUALWM SINGLE OR DOUBLE BOTTOM RAILS MAX. DAYLITE OPENING WIDTH = W MAX. DAYLITE OPENING HEIGHT = 83 1/8" SEE ELEVATION AT SHEET lof6 FOR MAX. ANCHOR SPACING ALL DIMENSIONS SPECIFIED ARE IN INCHES NO HURRICANE SHUTTERS ARE REQUIRED ac uvw parxv vw� uva Rmrw:,i "OXXO" EXTERIOR ELEVATION NOTE 1). THIS PRODUCT 15 DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). GLASS MEETS REOUIREMIWS OF ASTM-EI300 AS PER CHAPTER 24 OF THE FBC 2010 CODE 3). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE RENEWED BY BUILDING OFFICIAL 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. 90fOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALtATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL PRODUCFRENEWBD LIMITATIONS: esyp�gwatheFlalidl 1). MAX. TIP = ±86 PSF W/ (4) Surface Baits & Gloss Types A. 8. C do 0. 8u8din9= �� a 11 (SEE LOCATION DETAILS 0 SHEET 3 OF 6) Aaagd—No w t z). MAX DP = t7e PSF W/ 2 -Point Lock (octire)i (2) Surface Bolts (it Inactive L "r0 3). MAX. DP - 176 PSF W/ Flat SDI & must be used where water infiltration is E� ER �' 4). MAXtOOP - ±ed 86�PSF WWning/ Mprotected Wi Polmnl LLaack aeUve� (1 greater than active 145 1/2• Max unit Width . Sidetite Swing Panel Vldth Panel Vwth A BILL OF MATERIALS o•,.- .e ITER I DEI f PART 0 NEW DECRIPTION REMANDS 1 L-901 L11-098 I FRAME HEAD 6063-T6 ALUMINUM 2 L-902 LII -097 1 FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII -090 2 FRAME .JAMB 6063-T6 ALIMIRD4 4 L-904 LII -096 2 SIDELITE JAMB ADAPTER 6063 -TS ALUMDQUN 5 L-906 LII -092 2 x pent PANEL TOP 6 BOTTOM RAD. 6063-T6 ALUMINUM 6 1 L-907 Lit -091 1 x Panel HINGE STILE 6063-76 ALUMINUM 7 L-90 1.II-094 1 x Panel I= STILE 6063-T6 ALWW M 8 L-909 LII -095 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6063 -TS ALUMINUM 9 L-911 LII -085 AS RECD. 1/4 ROUND ALUM. BEAD - 7/16' 6063 -TS ALUMINUM 10 L-912 LII -087 AS REWD 1/4 ROUND ALUM. READ - 3Ar 6463 -TS ALUMINUM 11 FD -624-2 L-908 2 x Panel HINGE LEAF ASSEMBLY 6063 -TS ALUMINUM 12 VWS-001 TP 3286REDIL Bulb Vinyl Vts'p.-Teen Plastics, fnc. See Material Composition at Sheet 6 13 PWS -801 ■ R EDD. VTS'P. B TOP/RGTT. RAILS Schlegel FS - J871w. X .210% 14 PVS-= ■ HEA REDD. VTS'P. R FRAME D 6 JAMB Sdfl.33'h. egel PB - .187'■. X 0 1S L-910 LII -089 x Panel STRIKER MOUNTING PLATE [2x 6063-T5 ALUMINUM 16 FII -619 FO -619-1 x pawl STRIKER PLATE 6063-75 ALUMINUM 17 FD -631 LII -086 REOL GLAZING ADAPTER 6063-76 ALUMINUM 18 HC -001 SF -5502 Panel DELTA FLUSH RMT (8 TOP 6 BOTTOM OF LOCK STILE) 19 F11-621-2 -024/025 1 SET DDDR LOCK / DEAD BOLT SET XWlKSET - Series 690T COMM 20 -024/025 1 SET DOOR LOCK / BEAD BELT SET SCHLAGE - Series T13M COPIES 21 -6HE -024/025 1 SET BOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMM 22FS-= Sidelite AS RWM.,- Crone Install Screw '.Head 5/16'- TAPCON C See Notes) - 23FS-03S VD deaa ""` / AS REWD. from Install Screw- Janb/SII 5/16'- TAPCON (See Notes) 24FS-Du 8 FRAME ASSEMBLY SCREW 112 X 3/4• PH.-PHL 25FS-012 AS REWIL JAMB ADAPTER SCREW 110 X 3/4' P.H.-PHI.26 LII -171 AS RED -R. V4 ROUND ALUM. BEAD - 1Vt6' 6063 -TS ALUM" 27 ■ FS -043 8 GLAZING ADAPT. ATTACK SCREW BE X 1 V4' FK -PHI. 28 x FS -049 2/Ponel Double R*4 Assenbly Screw 3/8'x2 1/4' Hex Screw b Nut 29 x x AS REWD. NEUTRAL CORE SILICONE Schnee-Moreheod SH -5731 30 ■ ■ AS BEV& NEUTRAL CURE. SILICONE Dox Corning 999 31 ■ ■ AS RED'D. NEUTRAL CURE SILICONE Trenco S -M 32 ■ x AS REWD. iLardnated Glass see Pg. 3 Dupont - Sentry Glass Plus 33 ■ ■ AS REWD. Laminated Glass see Pg. 5 DuPont - PVB 34 x x AS REWD. Laminated Glass we Pg. 5 Saflex - PVB 35 ■ NC -002 2/Pane1 PANEL ASSY ALUM. PLATE 1 1/2'x 2'x 1/8' (6063-T5 ALO(.) 36 ■ HC -004 2/1'anel Parol Ass y Full L&Vht Rod 3/8'ORo: 2011 Rod, Plate, Flange Nut 37 x FS -011 8 HINGE ATTACK T SCREW 110 X 3/4' PX / PAL 38 ■ FS -044 12 SIDELITE ATTACNHENT SCREW 110 X r PH/PHIL - 07. OC V40 39 HC_W6 061 6/Jamb 1/2' IDA Hole Ping - Nylon 6-6 MICROPLASTICS - Rodaell H-79 40 MC -007 YRPPC87Br3ll 2/ParM 7/8' Bla. Hole Plug - Nylon 64 MICROPLASTICS - Rockwell H-79 41 ■ HC -DIC 1/BID.T FLUSH BOLT Sill PWg - Nylon 6-6 SUNCOPLASTICS Inc Rockwell M-79 42 L-913 1.II-086 AS REIM 1/2 RONDO FALSE ALUM. MUNTIN 6063-T5 ALUMINUM 43 ■ x AS REWIL INT FALSE APPLIED MUNTIN 125' X X22' STOCK MAN" 44 L-913 FD -623 AS REED, FRAME HEAD SHEAR PLATE 6063-75 ALUMINUM - V tang 45 L-916 1.11-117 AS REDT. FRAME LOW SILL - UPTIONAL 6063-75 ALUMINUM 46 FD -635 HC -050 1 TVU-POINT FLUSHIMT LUCK I3PTIUM ( FOR t/- 76A pot UP) 47 FD -626 F.D-626-1 2/Pnnet FLUSH EMT GUIDE ALux. ANGLE 1 VVx 1 V2'x VB• Alun. 6063-T5 48 FD -627 FD -627-1 2/Pa ml 2 -Print Lack Bolt G.We ANGLE 3•x 3'x 1 1/2'x US' Alun. 6063-T5 49 ■ x AS REWD. Joint Sealant- White Colored 'Purvis Co.' Super Seal 5D FO -638 HC- 1 SET LOCK ACTIVE HANDLE 5 TRILSET ASHLAND KWSMIA-A 51 FD -637 HC- 1 SET MULTI -POINT LACK ACTIVE ASHLAND KV5110-STACT5 52 FD -640 HC- I SET LOCK PASSIVE HANDLE 6 TRIMSET ASHLAND IWS20IA-P 53 FD -639 HC- T 1 SET MULTI -P= LOCK PASSIVE ASHLAND IWSIIO-STP44 54 FD -641 MC- 12 x panel MulthPoint Lack Bolt Guide NYLON 6-6 Rockwell M scale n 55 x FS- 4/Guide t Cxdde Attachrant Fastener 16 x I/2' PRIPHIL s6 FD -642 HC- I I x Lock Lock Tap Mount Adopt INYLON ADAPTER 57 FD -643 I HC- it x Lack ILock Bottom Mount Adapter INYLON ADAPTER ANCHOR NOTES: 1. SEE ELEVATION AT SHEET ANCHOR O.C. MAX. SPACING AND LOCATIONS 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME -ANCHOR SPACING 0 FRAME HEAD & SILL QUALM SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). QUALIFIES UNITS WITH AND WITHOUT SHIEUTES MAX. FRAME SIZE 145 I/ew. X 95 3/4-L OXXO EXT & TNT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. QUALWM SINGLE OR DOUBLE BOTTOM RAILS MAX. DAYLITE OPENING WIDTH = W MAX. DAYLITE OPENING HEIGHT = 83 1/8" SEE ELEVATION AT SHEET lof6 FOR MAX. ANCHOR SPACING ALL DIMENSIONS SPECIFIED ARE IN INCHES NO HURRICANE SHUTTERS ARE REQUIRED ac uvw parxv vw� uva Rmrw:,i "OXXO" EXTERIOR ELEVATION NOTE 1). THIS PRODUCT 15 DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). GLASS MEETS REOUIREMIWS OF ASTM-EI300 AS PER CHAPTER 24 OF THE FBC 2010 CODE 3). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE RENEWED BY BUILDING OFFICIAL 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. 90fOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALtATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL PRODUCFRENEWBD LIMITATIONS: esyp�gwatheFlalidl 1). MAX. TIP = ±86 PSF W/ (4) Surface Baits & Gloss Types A. 8. C do 0. 8u8din9= �� a 11 (SEE LOCATION DETAILS 0 SHEET 3 OF 6) Aaagd—No w t z). MAX DP = t7e PSF W/ 2 -Point Lock (octire)i (2) Surface Bolts (it Inactive L "r0 3). MAX. DP - 176 PSF W/ Flat SDI & must be used where water infiltration is E� ER �' 4). MAXtOOP - ±ed 86�PSF WWning/ Mprotected Wi Polmnl LLaack aeUve� (1 greater than active 145 1/2• Max unit Width . Sidetite Swing Panel Vldth Panel Vwth A ( 33 13/16' max. > p C 35 3/16' max. o•,.- .e Insulated Glass 01/112/10 8 and Mutt -Paint Look 01/27/11 • e Revised to Comply u/ 2010 FBC BF Nelson Bran 0!/2%1 Oak AMWN Ihaan atv Nelson Erelo 01 l DATE-' to ktag ale EE 3 AI.TLRt811E BOLT. 1 ems ��/ \ Max. DLD Width N / \ _j 41 C�. i/.�/ /ji/\ o" = iu =x C / / \ L OJ Z Active inactive xW x3 .6 E H J % L9 BI zt 6 t/2• a Q i a E Sidelite \ deaa ""` / d t /./i .. B911.� TE WALT ATSNEET Sid lite Bol S 6' 3 6' V4 1 Of 6 FORS[4t sidetite)3/4 m 3I4• n r- l/8 4 L ANCHOR NOTES: 1. SEE ELEVATION AT SHEET ANCHOR O.C. MAX. SPACING AND LOCATIONS 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME -ANCHOR SPACING 0 FRAME HEAD & SILL QUALM SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). QUALIFIES UNITS WITH AND WITHOUT SHIEUTES MAX. FRAME SIZE 145 I/ew. X 95 3/4-L OXXO EXT & TNT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. QUALWM SINGLE OR DOUBLE BOTTOM RAILS MAX. DAYLITE OPENING WIDTH = W MAX. DAYLITE OPENING HEIGHT = 83 1/8" SEE ELEVATION AT SHEET lof6 FOR MAX. ANCHOR SPACING ALL DIMENSIONS SPECIFIED ARE IN INCHES NO HURRICANE SHUTTERS ARE REQUIRED ac uvw parxv vw� uva Rmrw:,i "OXXO" EXTERIOR ELEVATION NOTE 1). THIS PRODUCT 15 DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). GLASS MEETS REOUIREMIWS OF ASTM-EI300 AS PER CHAPTER 24 OF THE FBC 2010 CODE 3). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE RENEWED BY BUILDING OFFICIAL 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. 90fOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALtATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL PRODUCFRENEWBD LIMITATIONS: esyp�gwatheFlalidl 1). MAX. TIP = ±86 PSF W/ (4) Surface Baits & Gloss Types A. 8. C do 0. 8u8din9= �� a 11 (SEE LOCATION DETAILS 0 SHEET 3 OF 6) Aaagd—No w t z). MAX DP = t7e PSF W/ 2 -Point Lock (octire)i (2) Surface Bolts (it Inactive L "r0 3). MAX. DP - 176 PSF W/ Flat SDI & must be used where water infiltration is E� ER �' 4). MAXtOOP - ±ed 86�PSF WWning/ Mprotected Wi Polmnl LLaack aeUve� (1 greater than active LA Y Y S O1 9 6MEDLEY FLORIDA501 NW 00th 33166 ND S'I E:3 Y G. (305) 696-8660 MANUFACTUR88 OF CUA71F7 UdJMNUN 10000 AND SUSS DOORS U AFTIMALI I RKPACT IFRENCH MR I I t OF 8 "La Porte" Impact" French Out—Swing Door FD -2003 1---r Revised to comply w/ FBMJ004 -11/011 evlesd to comply tr/ PBC11007 &adds( o•,.- .e Insulated Glass 01/112/10 o and Mutt -Paint Look 01/27/11 • e Revised to Comply u/ 2010 FBC BF Nelson Bran 0!/2%1 Oak AMWN Ihaan atv Nelson Erelo 01 l DATE-' LA Y Y S O1 9 6MEDLEY FLORIDA501 NW 00th 33166 ND S'I E:3 Y G. (305) 696-8660 MANUFACTUR88 OF CUA71F7 UdJMNUN 10000 AND SUSS DOORS U AFTIMALI I RKPACT IFRENCH MR I I t OF 8 "La Porte" Impact" French Out—Swing Door FD -2003 1---r "0X0" ELEVATION SEE A> OPTIMAT SHEET BOLT 306 0B "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS, 2. F� TYPES.4OF6 FOR INSTALLATION 11 J "OX" ELEVATION APPROVED CONFIGURATIONS I. ALL ELEVATIONS ARE A CRAPHICAI REPRESENTATION VIEWED FROM THE EXTERIOR SIDE 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND AREAVAILABLEAS OPTIONAL OPR DOUBLE 80TH SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. ItmwBh P101)ds BuDd51g0lde 36 5J8• Max CNS VAlth 38 5/8' HS! 1YSt 4Wth I 149 1/B' fts UNt Vtlth PANn"VI B/813087 ACNAL E8 (BlCHE3) SEE ALTERNATE BOLT J o1 8 AT SHEET SWIn. OP OLA0 TYPE 'A' ti 'B' +/-(PSP) POsidelftewel Ncrth t 33 13/16 tm� A C 35 3/16' r4l 7 A DP ( PSP ) ULAN GLASS CLUB TYPE B.TYR "C" TYPE 'D" +/-(PSP) +1-(m)t/-(PSP YIDFB • atair • 1D 1/4' 161/41 22 114• 28 1/4• 30 1/4• 34 1/4' I SS � W Od 166.0 11 3/16' !760 +76.0 !76.0 5 !660 17 3/16' +76.0 t76A 17U X ZP GIf x +760 5 !860 29 3/16' ±769 776.0 _760 5 tau 31 3116' *760 1760 Act�iee S !660 35 3/16' !76.0 ±760 Rax DL I vmt yr x 93' X(6) m! 0 +SU C t -- - OD 1 6 +860 17 3/16' +760 +760 -- - 14r_ +76.0 6 !860 29 3/16' !760 I !760 !760 6 1 !860 131 3116' !76A I !760 %// 6 1 4660 135 3/16• 1 !760 1 —0 "X" ELEVATION "0" ELEVATION �i Lqp t t 0 0• X p 0, > o Ct1Ye qq $ g X td a Z. o � D SEE A> OPTIMAT SHEET BOLT 306 0B "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS, 2. F� TYPES.4OF6 FOR INSTALLATION 11 J "OX" ELEVATION APPROVED CONFIGURATIONS I. ALL ELEVATIONS ARE A CRAPHICAI REPRESENTATION VIEWED FROM THE EXTERIOR SIDE 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND AREAVAILABLEAS OPTIONAL OPR DOUBLE 80TH SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. ItmwBh P101)ds BuDd51g0lde 36 5J8• Max CNS VAlth 38 5/8' HS! 1YSt 4Wth I 'LaPorte" IMPACT PRENCR OUTSIRNO ODOR - DESIGN LOAD CRART %/.W PANn"VI B/813087 ACNAL E8 (BlCHE3) 4. OP OLA0 TYPE 'A' ti 'B' +/-(PSP) DP ( PSP ) ULAN GLASS CLUB TYPE B.TYR "C" TYPE 'D" +/-(PSP) +1-(m)t/-(PSP YIDFB • atair • 1D 1/4' 161/41 22 114• 28 1/4• 30 1/4• 34 1/4' I SS � W Od 166.0 11 3/16' !760 +76.0 !76.0 5 !660 17 3/16' +76.0 t76A 17U X ZP GIf x +760 5 !860 29 3/16' ±769 776.0 _760 5 tau 31 3116' *760 1760 Act�iee S !660 35 3/16' !76.0 ±760 ;760 yr x 93' X(6) 6 +SU 113/16' -- - ±760 1 6 +860 17 3/16' +760 +760 -- - 14r_ +76.0 6 !860 29 3/16' !760 I !760 !760 6 1 !860 131 3116' !76A I !760 1760 6 1 4660 135 3/16• 1 !760 1 —0 "X" ELEVATION "0" ELEVATION 'LaPorte" IMPACT PRENCR OUTSIRNO ODOR - DESIGN LOAD CRART 13 h ( 1 Dai COTIII� PANn"VI B/813087 ACNAL E8 (BlCHE3) NUMBER of CRORS /wH OP OLA0 TYPE 'A' ti 'B' +/-(PSP) PAHL D (DlCBBR) win • DP ( PSP ) ULAN GLASS CLUB TYPE B.TYR "C" TYPE 'D" +/-(PSP) +1-(m)t/-(PSP YIDFB • atair • 1D 1/4' 161/41 22 114• 28 1/4• 30 1/4• 34 1/4' 77' > 5 166.0 11 3/16' !760 +76.0 !76.0 5 !660 17 3/16' +76.0 t76A 17U S +669 23 3/16' +760 +760 +760 5 !860 29 3/16' ±769 776.0 _760 5 tau 31 3116' *760 1760 t760 S !660 35 3/16' !76.0 ±760 ;760 101/4• 16 1/4' 22 1/4• 28 1/4• 30 I/4' 34 1/4• 93' X(6) 6 +SU 113/16' !760 ±760 ±760 6 +860 17 3/16' +760 +760 +760 6 !860 23 3/16• !760 I !760 +76.0 6 !860 29 3/16' !760 I !760 !760 6 1 !860 131 3116' !76A I !760 1760 6 1 4660 135 3/16• 1 !760 1 —0 1 +760 13 h ( 1 Dai COTIII� uruwac rxbu ewe ecu wrruuawc wwuinaecnn rcw owwwu WYb. • 0 PAREN1XE515 MATS / OF AA1C M AT FRUIE JMa F Molex E Pik a;^.7tr �*d Revised lsed t to comply x/ 9E904 -11/01/06WSON 8501 NW 90th SL �� °i Revised to comply x/ FBC600T g added MEDLEY. FLORIDA 33166 552:5 aIlrealated Oleae 01/22/10 nbs . INC. (305) 696-5660 Obland Mutt -Paint Lack 01/27/11 xwOFAc700FR OF OWGn AtDMUM SWIRS 8 AND 0G1s3 DOSS 7�bwaed to empty x/ 2010 PBC Drax craw Pat rkwvod t04Fww 8&4e/N hk Sew ST"ec BOA APFROVu OIPACt FRENCH 0= 2 Or 0 tE OF .• Nelsen Eras* 0 z` 7 It "La Porte" Impact" French Out—Swing Door P 6 a Nelson Eteso dl/EO/IB ��tfiLt Saba& U"e 80e B—W. 8-4- FO -2003 aevletoa teae'P' -5/16' TAPCBN V/ ISE1E NOT S BRW FOR SPArwo AI _-V4• MAX. 911N TYP. MULLION Sfdetite DLO Width 14 Panel Width 11 I }' MIN EMBED O O TYP 18 46 Active OT�SIOR BIDB I active Active INTBRIOR SDS Inactive ' `r 18 18 6S7BBiOR BIDS �t'IBRIOR BONS @E3 L_J LACK STILES WITH FLUSH BOLT LOCK STDJLS WITH TWO-POINT LOCK & FLUSH BOLT INTERIOR SIDE BXTERIOR SIDE 22 1 2' sill helght SILL ° •''v 9/16• TA``PCONggVTYP EEpp/,, ' " 61'2NOTESEMBELOW FOR SPACMW B2 OPTIONAL - DOUBLE BOTTOM RAIL DETAIL 5/16' TAPCON V/ 1 1/2• MIN EMBED. INTERIOR SIDE CSEE NOTES BELOW FOR SPACINED 3 LOCK STILE 3 20 21 15 16 MUTON 4 JAMB 46 ;.ry Active 7 7 Inactive 6 12 6 17 6 •: . 17 Stellte 121 23 .. 18 psi \v - E F.%Y'ERIOR SIDE "Ono" UNIT WIDTH v 4 MAX4 'I, O C2 e MIN EMBED (TYR) ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. B e 18 2. SEE .SHEET 4 0 6 -FOR IdSTALIATON FASTENERS TYRES. / , scamp ari8�160FioTida /` !! t Active Inactive NO Data s:dl k OPTIONAL BOLT 0 TOP RAIL Miami epmdudCa 5 t Active I I Inactive lD�e�oR RIDB wreRloe•�oB glow 31 (*) OPTIONAL SILL —�— tI J , II •'�' � i.'4y�hi• 4" 1 }' 141H EMBE� OPTIONAL BOLT 0 BOTTOM RAIL 5/16' TAPCON vi •'' TYP ju ir C SEE DETAIL E3 FOR MINTING LOCATION (SEE (SEE BE�LOaV FOR SPACING) TWO-POINT 111ULTI-POINT FLUSH BOLT & 23 MAX. OP - 376 PSF 1rAX. DP . 386 PSF TWO-POINT LOCK. LIMITATIONS: DOORS 6 SIDELITES WITH THIS SILL TO BE 95 1/4• MAX. FRAME HEIGHT. OPTIONAL LOCK DETAILS I). W. OP = 386 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO i/- 76A PST DESIGN LOAD AND Surface Bolts & Gloss Types A; S. & C. FOIST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 2). MAX. OF - 376 PSF W/ 2 -Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF PRO . 6N i' E)1GI Ee lack (active)+(2) Surface eons ®Inactive wER "GRATER THAN OR EN& TO THE HEIGHT OF THE WALL I 632 • ®WHERE THE DOOR IS LOCATED. j �i:.' Boised t Notes: �1 1�1 � 1 v � •':'�� Revised to comply r/ PBC�04 -ll OI/� 8501 NW 90th SL r11' '25 Wad to comply v/ FBC:N07 & added MEDLEY. FLORIDA 33166 !J( t Insulated Glass 01/28/10 NDV I2I S, IWC. (305) 696-8660 4 ; �'•Ashland Nutt -Pohl lack 01/27/11 MANDFACIVRBR OF QUALITY ALDNINDM Mon AND CUSS DDORB Ravlasd to comply v/ 2010 FOC cab ez w Pari c_ P w ecayag aeh./X taro Stele �e rj �' o" 1tOf1 APPaovu lYPAOT R MCH DOOR 3 OF 6 Nelson Emu o1/ei /lI "La Porte" Impact" French Out—Swing Door Nelson Bravo Old 12 DATE law., w , n.U. ave., r FO -2003 a"a"°" lava •P' 5/16' TAPCON V/ I Ile MIN SEE BELOW EMBED, SPACING INTERIOR SIDE `• `: JAMB 19 2021 9 LOCK STILE tai 1 46 7 i 15 r a• ' Acture 0 • r as tc¢ MSL A 4 ,LJ.un Ie L EMBE TYP 11 m"'I I ON! I�lir11 EXTERIOR SIDE TAPCON W/ MIN EMBED MIL NOTES FIIt SPACIG)BGETYP BO J _ A,i .. JAMB •.! 1:�'. ;� • ,• : +• v v v F- r r LAN 7E GLASS _�, W W31 6 23 19 21 y ray 9 1 3 i 9 10 tt77 x HEAD 5 16' X 3 1/2' Long T •) SIL6" 1/4' i = x 2 Long TAPCON(# JAMB: 5/16' X 2 3/4' Leng TAPCON(*) EXTERIOR E z W x F W z x SD 51 INTERIOR sae Z 4 SAL 5/16' x 2 1/4' Long TAPCON(t) T a c INTERIOR SID, NOTES ALL FASTENERS NJ 1 1/2' MIN, EMBEDMENT. I AND 1/4' MAX SHIM SPACE. • ALL TAPCON LENGTHS 'L' SPECIFIED ARE MInMUMS 1.. { SEE ELEVATION AT MEET I of 8 FOR SIDE ANCHOR MAX. SPACING AND LOCATIONS ) k �rERIOR smE ad to comply r/ F=OO4 -11 OI D 007 add to comply r/ FB1E&added ' I JAMB •.! 1:�'. ;� • ,• : +• :►Yr ;.�;, * ti':iyi W31 6 23 19 21 ray 12 14 .yr !• ••�r «i Inactive . :•Y7., @ HEAD 5 16' X 3 1/2' Long T •) SIL6" 1/4' aT� x 2 Long TAPCON(# JAMB: 5/16' X 2 3/4' Leng TAPCON(*) 01/4— �-L MAX SHIM 1 }' MIN EMI (TYP.) 5/16• TAPCUN W/ We HIM EMBEDD, NOTES FOR SPACING �.•N'.hKr x (P.T) ... . .$��•'• / :IOOD RUCK 1/4• MAX. SHIM TYP. 1p 38 Stde6te Attochnent Screw t 6 Screws a each side of Jambs, - 12 total per sWite ) INTERIOR SIDE Active Active `' e��: GtNSFtiO�°P O 23 I B 1 23 22 �; 55226 SDl '• SILL "J Height SILL X. .• .;',•' t..+= 'a •! }• M1N EMBED :y•,+i .� •1 }' MIN EMBED OF :4Y i; t i: .r�; i. i;+� ;. s •i>, .ri�.� •i• ii. TYP �lb�\b�� 5116' TAPCON V/ tSEKrD TALLAT D NOTES FOR SPACING) 4 1 04 DATE_____ JAMB STILE 5/16' TAPCON W — BELW FORE SPACING INTERIOR SIDE I LOCK STILE ` x L_J@ - UNIT WIDTH EXTERIOR SIDE INTERIOR SIDE INTERIOR SIDE ;� • ,• : +• 3 LOCK STILE • :• 19 21 G3 3 12 14 INSTALLATION FASTENERS NOTE: • Acute @ HEAD 5 16' X 3 1/2' Long T •) SIL6" 1/4' aT� x 2 Long TAPCON(# JAMB: 5/16' X 2 3/4' Leng TAPCON(*) St 1 LG2 52 53 EXTERIOR SIDE LOCK STILE SD 51 INTERIOR sae - ,7 D 12 ade LOCK STILE EXTERIOR SIDE G3 3 12 14 INSTALLATION FASTENERS NOTE: • '1X BUCK" MINIMUM REQUIRED FASTENER LENGTH @ HEAD 5 16' X 3 1/2' Long T •) SIL6" 1/4' CITERIOR SIDE INPSIUOR SIDE x 2 Long TAPCON(# JAMB: 5/16' X 2 3/4' Leng TAPCON(*) St MULLIONS. 5/16' X 2 Ile Loral TAPCON(o) 52 53 1•1 TAPCON BY ' OR 'BUILOW LOCK STILE '2Y 8Lu i(' MMBdUM REQUIRED FASTENER LENGTH 56 57 EAD: H 5 16' X 3' Lang TAPCON(l) SAL 5/16' x 2 1/4' Long TAPCON(t) T 7 Inactive JAMB: 5/16" X 2 1/4' Long TAPCON(o) MULLIM& 5/16' X 2 1/4' Long TAPCON(4) (!) TAPCON BY 'Etl'0' OR 'BUQAEX' NOTES ALL FASTENERS NJ 1 1/2' MIN, EMBEDMENT. E2 12 AND 1/4' MAX SHIM SPACE. • ALL TAPCON LENGTHS 'L' SPECIFIED ARE MInMUMS { SEE ELEVATION AT MEET I of 8 FOR SIDE ANCHOR MAX. SPACING AND LOCATIONS ) don Notes T A WS O L 8501 MV 90th SL ad to comply r/ F=OO4 -11 OI D 007 add to comply r/ FB1E&added MEDLEY, FLORIDA 33166 sted Glass 01/22/10 OLRDLYSTramv. INC.) (305) 696-8660 ad Mult-Point Look 01/27/11 AMNUFACA@BR OF QOALP79 ALUMIRW! a'WMOIB AND MW DDORS al to eomply r/ 2010 PBC oro„ geie rma p„d cra„x SM"/Ya<tt,, was NO APP 11 1NPACT FRENcx OtWR 4 of e d Am Nelson Emo ft5U2 ji1 "La Porte" Impact" French Out—Swing Door $dP Nolen Eraxo 101/20/12 ` n.La I f— N.b- ft -ba gam' FD -2003 AM�tow lave I KPI "-A_ SMITE ATTADaRRT 010U GROVE E1TEtsM SHE GLAZING TYPE & DESCRIPTIONS .460° 0 ALaminated Glave by Dupont A 1/4 SCRUS sae R4 . r PHRMRL l7EH DMMPTION IDETA►L� aNt4• I 3/ib' Annealed 2 .090. OuPont SOP InteMnyer INTERIOR 31DB _ _ M -oto ont - Ohm Was °8° 1TBiI DBBL'011:T10N T@7 Glazing Adapter --% I 1/8' Ammaled 2 .040' DuPont PVD Interlsyar 03Nr 3 VB' Ammaled .340 0 A Laminated Glass by Solutta - Glass Glazing Depth — VFatA[RBTeIP rALE up t 1 VS' Heat -Strengthened pass 2 S.nes PVB lnterla Ulklna g0. .1 VB' Heat -Strengthened .... .340 O A Laminated Glass by SoluUs - Glass Type 6 ITBN DIECRD''EION DBT11L 1 1/S' Heat-SvengtheAed Glass _..Lam ASB' DuPont SGP Interlayer T4 7aaaF_0 7 41/4• INSULATED AIR SPACE 5 1/B' TEMPERED GLASS 30.1' by 1/4• MAX TYP. TOM � Typ 0DUCTRENEWW SIDELiTE/JAMB ATTACHMENT DETAIL Cm TNM V/ FRAME ASSEMBLY DETAIL GLAZING TYPE L OES 1/4 Round Bead 9 t0 a n EXTBRIOR SIDS e GLAZING DETAIL TAPCON V/ Ka. VONa1 E0.INTOCNC T NOTES F SPACINW - r Ten / �WTao wTERM HINGE ASSEMBLY DETAIL Ply TII tCONC TO BE KSI NIL) DWSAOM on INTERIOR SIDE ON A77ACKM 10 Glazing Adaptor Mazhtg,SilQOns �� y P 8/18" Laminated Claes :. GI tb TINGE ATTACHMENT (SEE TABLE W CORRESPWING )STARS GLAZING TYPE L DESCRIPTtOFD — — 7 AaEss'� /' � — — LrrT BARD HM LERF• ld DOOR SmE 1/4" insulated Air W/ �y t/8' P. Glass STILE NOTION ' "AtJoa.DT AMCKW vVAAM � �D SPNWceAM Spacer •- ®ng Read 'ftc '"HJPM- PANEL ASSEMBLY DETAIL Kilo, ;2 nate EXTERIOR Ac«st N01E C°` �D ° GLAZING DETAIL #2 MTTO1 NIR dm GLAZING TYPE & DESCRIPTIONS GLAZING TYPE & DESCRIPTIONS .460° 0 ALaminated Glave by Dupont - Glees a A° l7EH DMMPTION IDETA►L� aNt4• I 3/ib' Annealed 2 .090. OuPont SOP InteMnyer 3 3/16' Annealed .340 0 A Laminated Gleno by Du ont - Ohm Was °8° 1TBiI DBBL'011:T10N DETAIL 33 I 1/8' Ammaled 2 .040' DuPont PVD Interlsyar 03Nr 3 VB' Ammaled .340 0 A Laminated Glass by Solutta - Glass MW DESWPnON DUAN. 34 t 1 VS' Heat -Strengthened pass 2 S.nes PVB lnterla 034• .1 VB' Heat -Strengthened .... GLAZING TYPE & DESCRIPTIONS °i�'�e°1ia Tile .340 O A Laminated Glass bSolutta - Glass Type D FTOH DBSCIRPTION DEFAIL I VS' Neat-SVmVthvrmd pass t ® dm B Ao Satles PVB Interlayer. t ��,• 3 1/D• Haat-SWngthened Glass 4 IT�TT- 1/4• INVI1.ATED AIR SPACE on+r S VD• -TEMPERED GLASS .340 O A Laminated Glass by SoluUs - Glass Type 6 ITBN DIECRD''EION DBT11L 1 1/S' Heat-SvengtheAed Glass 2 ASB' DuPont SGP Interlayer T4 3 11W Heat -Strengthened Glass 41/4• INSULATED AIR SPACE 5 1/B' TEMPERED GLASS °i�'�e°1ia Tile 114 SMS DR SELF DRILLING SCREVS ONTO METAL STRICTURE 114 SNS OR SELF DRILLING SCREWS INTO METAL STRICTURE - aiu•Tr�D�rEIt sun auI CSCE NOTES rGM SPACDO P IN EDGE DIST. x1600663 TS I p i (SEE NOTES FOR SPAMO P MIN EDGE DIST. �. -I try 36 KSI HIND + + 1 ALIDm6M TUBE i10. NUN REFER TO APPROVED STEEL TUBE OR COLUMN 1STEEL IN CONTACT V/ ALUM. MIAMI -BADE I= TO BE PLATED OR PAINTED] T4 1/4• MAX TYP. 1/4• MAX SHIM TYP. .,i� i 0DUCTRENEWW wwE 1 V4' MRN EDDE DIST /SHIN ECO HBAED.V/15/16' sea TAPCON V/ Ka. VONa1 E0.INTOCNC T NOTES F SPACINW - r Ten CSEE NOTES FDR SPACMDIStI HINGE ASSEMBLY DETAIL Ply TII tCONC TO BE KSI NIL) AFD -624-2 3 '".,L •,.� '••a„SN �•":'�:+T.'r o <P BUCK ; / ; a Nan 5, f�d®, pti� S w•'. d. E r Raised T�B//T 8501 NGI 90th St. �� a ,, • . : tiY :. EE GEM NOTE 03) ..t•Mr .v se• .},4. to comply r/ FB1R004-11/01/05 t comp "•'YL.•z• i4:"• •L}'` —� s= ` d teed to comply r/ PBC¢00T &added Insulated Glass 01/02/10 Y I Tj8'rRIES, ®ate/I1L /��//T li l V MEDLEY. FLORIDA 33166 INC. (305) 696-8660 1/4' MAX SHDt TTP. P114'. SND] TYP. t Ashland Hult-POlat Look 01/27/1I IuVlead to 2010 PBC ItARUPACTBR6R OF 00AWTY AWRf%Wf MIRDDMS AND OLeSS ODORS P,e>n ebw PNM rent Wad mNroms S�Ntr//fadd Nan. t imply r/ +'+ . •- pTR V INOA APPR . LYPACT FREMCN 5 of 6 NOTE: • °. :; . Nelson gralm AO* 2T/11 "La Porte" Impact" French Out—Swing Door OPTOINAL INSTALLATION DETAILS NAY APPLY TO DDDR TRW .awe AND/OR FRAME MIEAD. FRAME INSTALLATION OPTIONAL DETAILS fTYP� •• (] it..: � S'$ "-'..��1ea� a Nelson grazo o x/12 oma, a.t.e. Part mmoln "°° °n f0 -2D03 DATE--_ T?'1 , J STEEL BOLT 0 I a a DA T U ill Optional Multi -Point Locks M. FPC Slack gMpund No 7200.75 (+/- 88.0 pal DP) OPTIONAL OTKO-POINT LACK Active Lack Passive Lock LOCK OHC -050 ASHLAND M110-STACTS ASHLAND OV5110-STPAI 78.0 pal DP) HANDLE 6 TRIMSET HANDLE 6 TRI14SET D-792 ASHLAND IV52OIA-A I ASHLAND BVS201A-P FLUSH BOLT AND TKO -POINT LOCK ANGLE GUIDE OFD -627-1 I L500 L124 1500 INACTIVE -PANEL 47 ANGLE GOUIIDE 1 1/2" LONG OFD -025-1 SIDELITE PANEL. ALUMINUM PLATE 35 2' LANG OHC -002 a3e 1101. Sa.T W W SAS. (M SSS W- 7a0 pail W 3Ar an SSS H/- e6D p¢il INACTIVE -PANEL 18 FLUSH BOLT OHC -001 .076 975 Am .986 .460 L_ 17 1.259 -! L -H .908 }- GLAZING ADAPTER QUARTER ROUND OL -810 O (11/I01 BEAD OFA -834 119 .730 �!6 I--- 2.031 � �— 8 1 HINGE LEAF 10 QUARTER ROUND L75 OL -808 O(s 11 /81 BEAD 1 OL -912 11.070 060 .656 0.656 :808 QUARTER ROUND (1/41 BEAD LESO OL -811 1625 �LO.1 245 rI HALF ROUND A T 4.001 42 FALSE MUNTIN 8 RAH. ADAPTER j OL -813 O "OL -9D9 { Flwtlble Composition -Team P ktc. M. FPC Slack gMpund No 7200.75 PHYSICAL ASTMM. Duocxtultudnes'AlOm 75 D2240 Spedbc a* 1,43 D-792 TM-6SUVONP3I 1640 D40 Ui&=E=Vft% 3400 D4M Modulus(¢ H00%Efawlim, PSI 7(d0 DM .3IA D•746 '2 V= Compound Na 7287.78 PHYSICAL AMI NO l)=m*rHvd= A°,10rrc 75 D17240 Sparc -oily 1.45 D.M Tenv7aSUCUAPSi 16440 D408 UO®taElmstioq% 325.0 D-638 Mammig100%Mwa6m,PSI 7652 D-0 30.0 x746 35 1.750 C L074 .127 OPANEL HINGE STI OL -807 OPANEL LOCK STILE OL -905 —L75—y .072 J A72 A9 4821 OPANEL TOP & 5 BOTTOM RAIL OL -908 �-- 4.500 klrq4T 1.750 nl 65FRAME HEAD #L-901 W.100264 2.000 FRAME SILL / OL -902 _r-- 1.750 � : � >.02 —i 466 263 125 -� 21- 4 A6S 4500 00 JAMB ADAPTER . Oh -604 �- 4348 1.812�- -i 136 FRAME JAMB 4D65 O OL -909 ¢¢ FRAME HEAD SHEAR PLATE OL -915 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 2. SEE ELEVATION AT SHUT 1 OF 6 FOR 100 ANCHOR O.C. MU. SPACING AND LOCATIONS Revised to comply s/ PSC2004 -11/01/1 i ti 11Revleed to comply x/ FBC0007 & added V ;:. Insulated Oleos 01/EE/10 1 AsIdand halt -Point Lack 01/27/11 X Bsvw to comply Tr/ E010 PBC OS S OF Nelson Era3o O! E7/ll or Nelson Erase ftb 01/�EO�/12 slow b r�t�l a.te. OA AMMAL I I IMPACT I FRENCH ODOR 1 1 a OF "La Porte" Impact" French Out -Swing Door S..bm FO -2003 T4 ►tom. " 01 FRALOW BILL • O OL -918 REFER TO DETAIL -03' AT SHEET 8 3 OF 6 FOR ADDITIONAL NOTES AND LIMITATIONS LA W S O N 8501 90th . ��(JJ1lll��7�1 {{��JJ 'l1 MEDLEY, FLORIDA 33166 . Ixj sIrn1 (305) 696-8860 MAN AOMRIM OF VAU7'P ALUMINUM ROOM IBD CUSS DOORS OA AMMAL I I IMPACT I FRENCH ODOR 1 1 a OF "La Porte" Impact" French Out -Swing Door S..bm FO -2003 MIAMI�AdE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Rooth 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3154599 NOTICE OF ACCEPTANCE (NOA) www_ .mlamidad%gov/Gera Lawson Industries, Inc. 8501 NW 900 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 PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11PW 4200/ 6200 Flange Frame" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 14200-6200-1201, titled "Series -4200-6200 Flange Impact Fixed Window", sheets I through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by -the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This 'NOA revises and renews NOA # 07-0516.02 and consists of this page 1 and, evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0307.06 MlAMbLfAPPROVED i Expiration Date: August 22, 2017 Approval Date: May 24, 2012 Page I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A.. DRAWINGS Lr Manufacturer's die drawings and sections. 2. Drawing No. L4200-6200-1201, titled "Series -4200-6200 Flange Frame Impact Fixed Window", sheets 1 through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc,, Test Report No. HETI-12-4010, dated 03/05/12, signed and sealed by Rafael Droz-Seda, P.E. 2. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Im act Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3363, dated 03/05/12, signed and sealed by Rafael Droz-Seda, P.E. 3. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2614, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 4. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2613, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2612, dated 09/02/09, signed and sealed by Candido F. Font, P.E. 6. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering•& Testing, Inc., Test Report No. HETI-09-2611, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 7. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reporto. HETI-09-2586 dated 07/10/09, signed and sealed by Candido F. Font, P.E. Manuel Per .E. Product Control Efalhiner NOA No. 12-73307.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. Test report on 1). Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared. by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2585, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 9. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2584, dated 07/10/09, signed and sealed by Candida F. Font, P.E. 10. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2582, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 11. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2581,-dated 07/10/09, signed and sealed by Candido F. Font, P.E. ` 12. Test report on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2580, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 13. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along, with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2579, dated 07/10/09, signed and sealed by Candida F. Font, P.E. 14. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1779, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 15. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1778, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) -I If, Manuel Perez, E. Product Control E mi er NOA No 1 .06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 16. 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 fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1777, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 0&0117.02) 17. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1776, dated 01/30/03, signed and sealed by Raphael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 18. 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 full radius fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774B, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 19. 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 eyebrow fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774A, dated 01/30/03, signed and sealed by Raphael Droz-Seda, P.E. (Submitted under NDA# 06-0117.02) 20. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1215, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 21. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1158, dated 04/8/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) Manuel P P.E. Product Cotitro Exa iner NOA No. r2--1307.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 22. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) ''Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1193, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 23. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and .installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1103, dated 02/12/02, signed and sealed by Hector Medina, P.E. (Submitted ander NOA# 06-0117.02) 24. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1098, dated 02/11/02, signed and sealed by Hector Medina, P.E. (Submitted wader NOA# 06-0117.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by manufacturer, complying with FBC-2010, dated 03/01/12, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflez and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 0,&25,.X9_ Manua Per Product Control Em er NOA No. 12-43 7.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-4 Lam Industries,, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated March 02, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated March 02, 2012, signed and sealed by .• Thomas J. Sotos, P.E. G. OTHER 1. Notice of Acceptance No. 07-0516.02, issued to Lawson Industries, Inc. for their Series "PW 4200/ 6200" Aluminum Fixed Window — L.M.L, approved on 08/02/07 and expiring on 08/22/12. Manuel Perez, Product Control E i r NOA No. 12-0 7.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-5 SERIES -4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.IMPACT) VDm 7Vpi60Y� IF vMDav MIEN L—=LEG VIII 1 011ARTCR—ptyLMln ELEVATX)N �vINDDV WIDTH HALF—ROUND TYPICAL ELEVATION VINaDV V[DTH VDVD6v HrVBJDDv HEI F VINDDV HEM 1-0 L L HEXAGDN TYPICAL ELEVATION VINDW WIDTH RECTARMLAR TYPICAL ELDAnOId WINDOW VIaTH SQUARE PICTURE WINDOW ELEVATION F 10� WPOW N MINION 1 f_ VJNDDv HEI LEG1 HT. L LINT. FILL ROUND TYPICALWINIM EJ T:VATIOH - Ie---- WIDTH R CTANCJAAR TYPIUL ELOATION wNtlDv vtDTTI SQUARE PICTURE WINDOW ELEVATION VDZW I¢f�i F.0 WINDOW ME10 V - LEGHT. UmI 'I OW I _ WINDWIDTH LEGGED EYE BROW ELEVAMON VtaTx OVAL TYPICAL ELEVATION QUARTER -ROUND ELEVATION VINDav H IGHT VlNr NEIGH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN 13E VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SOJARE OR RECTANGLE, AS SHOW IN DOTTED LINES AND OBTAINING vWDOv ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERMETER OCTAGON TYPICAL ELEVATI�J VRGIDV WIDTH 'ELLIPTICAL" TYPICAL ELEVATION FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. n / n rr � rr n � n / rr r u u u II :! TYPICAL ELEVATION TESTED UNIT NOTE: MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E. F. J,'K AND L. - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE UMITA71ONS OF EACH GLASS TYPE. General Notes: Ax TYR CORNERS IB' PRODUCi'REVISI ID as ca os owwbadoBane No F[DdAet EXT. 6 INT. FALSE COLONIAL NIJNTINS ARE APPLIED V/ DldO V/ SILICONE AND ARE AVAILABLE AS OPTIONAL WINDOWS ARE L.M. IMPACT MIAMI—DADE COUNTY APPROV SHUTTERS NOT REQUIRED 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE -TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET ®3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). 8.) WINDOWS WITH GLASS TYPES "B, C. F. OR G" INSTALLED ABOVE 30It, IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.). WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24, 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI—DARE COUNTY APPROVED PRODUCTS USING A LE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLIO—DADE COUNTY APPROVED MULLION IN BETWEEN NEAPPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET 0 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL/SPEEI. IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 4t M14 S.M.S. V/ 1 V4' MIN. EMBEDMENT INTO;7ERTO (SEE ELEVATIONAT91FOR MAX. FASTENER PACEINTERIOR INTERIOR FINISH NOT BY LAWSON INDUSTRIES. EST. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYR) , nca EXTERIOR ENT. GRADE PERIMETER CAULKING NOT ST 'LAWSON INDUSTRIES'. CI ,� TO BE APPLIED BY OTHERS tTYP� ETAL LATH NAO.ED TO FLY W®D SHEATHING - 0 BY ARCHITECT OR G6. im WINDOW INSTAUAMON NOTES: 1. THE WINDOW FRAME FLANGE TO BE HACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) R. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRANK: TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • THEN THE OAP BL'"PT FXN THE WINDOW FRAME AND THE BUCK OR MASONRY 13 LWS THAN 1/8°. SMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CM FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. AT 12' O.C. MAX. ALL WOOD BUCKS ENGINEERED SEPARATELY— TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 414 S.M.S. V/ 1 1/4' MIN, EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 41 FOR MAX. FASTENER SPACING) SILICONE ADHESIVE 10 BEDDING CGMIMUND �. INTERIOR r LAMINATED GLASS 8 a EXT. GRAD v '" �v EXTERIOR OD EXTERIOR GRADE—J PERIMETER CAULKING —.PT. WOOD RUCKS �_VINDDW FRAME WIDTH � iD fa °j 1/4' TAPCON W/ 1 V4' MIN. EMBEDMENT INTO CONC. M / ,� / 4. (SEE ELEVATION AT SHEET 91 IA� i' FOR MAX. FASTENER SPACING) 4 0 N • ;i<iM 7!V14: MINNDN. v z 2 EI79EYNENT <a't. S IL ' 1 VB' MIN. ;a ? EDGE DISTANCE I MUST SUSTAIN IMPOSED LOADS EXT. GRADE 11/B' MIN. EX D SILICONE ADHESIVE BEDDING COMPOUND EXTERIOR A INTERIOR 4 7 twie�,b r MAX. 1IM = LAMINATED GLASS YP E.- PROD=REVM ® S EXTERIOR GRADEPERIMETER CAULKING EDMENT P�dB °, .1014t s °� d 4 d ,. l°.,; d. BuAdmBCod911� p d ! : ° y A •'d: s •4 .' d: ^ B9 4( He'd �_VINDDW FRAME WIDTH , 1' MIN-.-.� 914 S.MS. V/ 1 1/4' 1/4' TAPC13N W/ 1 1/4' DGE msr MIM EMBEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 91 (SEE ELEVATION AT SHEET Ni FOR MAX. FASTENER SPACINo FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS EXT. GRADE 11/B' MIN. CAULK 11/4' MIM D EMBEDMENT !� •••w . °o ' ° • 1 1 4' MIN.:.° •'d' AEMBrDKENT V EXTERIOR GRADE 1 PERIMETER CAULKING EX D SILICONE ADHESIVE BEDDING COMPOUND EXTERIOR A INTERIOR 4 7 twie�,b r MAX. 1IM = LAMINATED GLASS YP E.- PROD=REVM ® S EXTERIOR GRADEPERIMETER CAULKING EDMENT P�dB °, .1014t s °� d 4 d ,. l°.,; d. BuAdmBCod911� p d ! : ° y A •'d: s •4 .' d: ^ B9 4( He'd LAMINATED INSULATED GLASS COMPOSITION TYPE B PI'BIT DEBCkiPT[ON DETAIL Ug J ,,.. wm• 4 l - -- -- 1 1/8' ANN. GLASS 2 0.090' SAFLEX PVD-SOLUTIA 3 /8' ANNEALED GLASS 4 1/4• INSULATED AIR SPACE 1 S Cw) 1/8' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE C TPBM DESCRB'TION DETAIL _ ®A"4"1 as+a• ur —� t --- 1 1/8' ANNEALED GLASS 2 0.090' SAFLEX PVD-SOLUTIA 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 (r) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F ITBD DEBCSIPTION DETAIL _ T y�* -a+c o�ro• � - 1 1/0' HEAT-STRENGHTENED GLASS 2 0090' HUTACITE PVD-DUPONT 3 1/8' HEAT-STRENGHTENED GLASS 4 1/4• INSULATED RIR SPACE 5 h) VW ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE G ITEM DESCRIPTIDN I DETAIL 1 V8' HEAT-STRENGHTENED GLASS• it® as us = - 2 0090' BUTACITE PVB-WRONT 3 1/B' HEAT-STRENGHTENED GLASS 4 1/4• INSULATED AIR SPACE 9 (x) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L ITBIT DESCRIPTION DERAIL —® a/4' vm•� asm _ 1 3/16' HEAT-STRENGHTENED GLASS 2 MOW BUTACITE PVD-DUPOMT 3 3/16' HEAT-STRENGHTENED GLASS 4 1/4• INVA ATED AIR SPACE 5 3/16' TEMPERED GLASS Notes; L) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. )K 2.) WINDOWS WIPH GLASS TYPES -8. C. F. OR G- INSTALLED ABOVE 30 FT. IN THE HYHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL. MISSILE IMPACT RESISTANCE REQUIREMENTS (FOC -2010. Section 2411.3.3.7). 'SILICONE OPTIONS', DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCD SPECTRUM 2 LAMINATED LAMM INSULATED _ INSUIJ GLAZING DEPTH LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL 8 18 LAMINATED GLASS COMPOSITION — TYPE A ITEM CLAW DESCRIPTION iI Q, - DETAIL - _ 1 Haar 1 I/8' ANNEALED GLASS 2 0.090' HUTACITE PVB-DUPDNT 3 1/8' ANNEALED GLASS S 18 LAMINATED CLASS COMPOSITION - TYPE D ITEM GLASS DESCIBPTTON DETAIL - — 1 VB• HEAT-STRENGHTENED GLASS E 0.090' BUTACITE FIVE-DUPDNT 3 1/8' HEAT-STRENGHTENED GLASS 13 32 LAMINATED GLASS COMPOSITION — TYPE E ITEM GLASS DESCRIPTION I- DETAIL 3/I641 'T e4c6• 1 3/16' HEAT-STRENGHTENED GLASS 2 0090' Si*UX PVB-SOLUTIA 3 1/8• HEAT-STRENGHTENED GLASS 7 18 LAMINATED GLASS COMPOSITION — TYPE H PTEM GLASS DESCROFTION R, DETAIL an6' -� 1 _ 1 3/16' ANNEALED GLASS 2'" 0.090• SAFLEX PVB-SDLUTIA 3 3/16• ANNEALED GLASS 7 18 LAMINA ED GLASS COMPOSITION — TYPE I ITBN GLASS DESCRIPTION 01 DETAIL ans ��W6ff ET I 3/16• ANNEALED GLASS 2 0.09D' BUTACITE PVB-DUPONT 3 3%16' ANNEALED GLASS 7 18 LAMINATED GLASS COMPOSITION — TYPE d ITEM GLASS DESCRIPTION 01 an6• 1 DETAIL -n060 1 3/16• HEAT-STRENGHTENED GLASS 2 DAA SGP-DUPONT- 3 3/16' HEAT-STRENGHTENED GLASS 7 18 LAMINATED GLASS COMPOSITION — TYPE K Pf6M OIL% DESCRIPTION �I mac• DETAIL �� 1 1 3/lb' HEAT-STREM NTENED GLASS 2 009D' BUTACITE PVB-DUPONT 3 3/16' HEAT-STRENGHTENED GLASS SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 c C M� 8 LAMINATED e m MONOLITHIC C M GLAZING STOP z p C ®CIRCULAR WOWS. O z A d o 2 d w LAMINATED J LAMINATED 4 W MONOLITHIC MONOLITHIC Ca 0.600' now-- GLAZING 600' GLAZING DEPTH GLAZING DEPTH lRsl/ o O 2 a$ LAMINATED Cm MONOLITHIC O SILICONE OPTIONS'+ ---- - DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRID4 2 In .. 0807 1%4 H p GLAZING DEPTH �29 LAMINATED/MONOLITHIC GLASS TYPICAL GLAZING DETAIL 4 z j aDucritsvism 084=074wadmF� 1- 42004200 I= IMPACT! DOW MODULAR SIZES 'CHART - DESIGN LOAD CAPACITY • psp 42004200 FIXED IMPACTVANDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY -PS WINDOW DIMS. I GLASS TYPES WINDOW DIMS. GLASS TYPES y• wmrH LENGTH A B C D E F G H I J K L PITH LENGTH A B 1 C D E F G H I J K L C Nd U. +l -DP +/-DP +/-DP +LDP +/-OP +l -DP +/-DP +l -DP +FDP +l -DP 41 -DP 41 DP In +SDP 4/- DP +/- OP +/- QP +/- QP +]- OP +/- DP +/-DP +/- D? +F DP +/- DP +/- DP $ O 2f Be 68 68 68 65 68 98 6BBB 78 8 181/B 88 88 Be 88 78 3ff Be 88 68 68 65 68 Be 86 68 78 8b 86 IM 68 88 Be 68 65 68 Be 66 88 78 65 68 m y 38° 68 68 Be Be 65 BE 68 Be 68 78 65 68 37° 28" 68 68 83 65 Be Be Be 68 78 e5 68 47 36° 88 Be Be 68 86 88 68 88 78 Be BE 48° 88 BB 88 68 68 68 68 78 65 68 C p A c 48" Be e8 e9 88 85 68 68 Be 68 78 65 68 53118' Be 68 88 Be 65 68 B8 88 68 78 65 68 o E. ^ C b4° Be 68 Be 85 e8 68 78 85 18. /8° 8 B8 B8 86 65 BB 68 68 68 78 65 m p of a 68 BE 65 68 Be 28.1/2° Be 68 88 65 6868 68 68 78 86 Be 24° 68 e8 68 68 65 68 88 Be Be 78 86 88 37° 38.y8° 68 68 88 68 8fi 68 Be 682 2 78 66 88 � 3D° Be 88 Be Be 66 68 88 68 88 78 8S 89 48 Be 68 88 88 65 68 B8 .8 838 78 eb Z o p 33° 88 68 65 88 88 88 eB 78 65 68 ., 42° 48° 88 68 68 Be 65 68 84.7 58.3 78 65. 68 1 BB Be88 88 88 86 838 78 BS W = a 48" 66 68 Be 68 65 68 66 .6 51 78. 65 6B 13l1f8' 88 68 Be 69 Be 88 78 65OL 64° x x x Be 88 88 68.8 bt 78 85 28.117 68 68 68 68 65 Be Be BB 68 78 65 6'9 i1 sow W° x x x Be 65 68 Be x x 78 65 Be 68 88 862 882 78 Bb 88 4 48 x x x 65 69 x 61 78 65 Z4° 8 88 88 0 68 88 8 631!8° x x x e8 65 68 68 x x 78 Be Be I V 88 68 Be Be 65 Be 66 68 88 78 65 68 36° 68 Be e8 68 65 Be Be 80 Be 78 65 68 66 88 68 68 88 78 65 Be 47 6D° • x x x Be 65 68 Be 64.7 58.3 78 66 Be 12' 88 68 e8 Be Be 68 Be Be 6'B 8 0. 48° x x x 88 85 Be 88 x x 78 85 BB 37' S9° 88 68 Be 65 88 Be x 78 65 Be 48 x x x 88 65 Be x x 78 BB Be U' x 54° x x x x 65 x x x x 78 8S 88 i! 88° x x x x 65 x x x x 78 so 53.1!8° x x x x 65 6B • x x 78 65 68 Z 191 Be 68 88 65 68 68 68 68 78 86 68 2C 89 68 Be 88 Be 69" Be Be 86 8 65 68 a A 311 Be 68 68 88 65 68 Be 68 68 78 65 68 281 Be 68 e9 Be 85 Be 68 68 78 Be 6B @ 37' 83° x x x Be 65 68 68 x 662 76 Bes O 38° x x x Be � � Be 85.8 � 78 88+ � T: 42° 72 x x x x 65 Be x x x 78 Bb , 'r x x x x x x x 78 Be 68 r o 49'. x x . x x 66 x x x x 78 65 x x x x 65 88 x x• X 78 ss c) W Dr N p 64° x x x. x 05 x x x x 74.7 88 86 19-1/8' 68 68 88 65 68 88 68 ' 88 78 65 68 H r,� Bff x x x x 66 x x x x 72 86% 68 12' 68 Be Be 65 Be Be x Be 78 65 68 t I 4 Be 88 65 86 66 68 37" 74° x x x 88 Be BB X % 8 65 88 N SrPXX 8 68 Be 65 B8 68 68 Be 78 86 a '� x x x 68 x x x 75.8 65 68 d, 3r x x 68 e5 68 68 64.9 88 78 85 Be 531/6° x x x x 65 69 x x x 72 65 68 q I 42° 74° X x x 65 x x x x 78 e5 66 19.1/8' BB 88 68 88 65 69 68 68 BB 78 68 �I ' M w48° x x x BS x x x x 768 65 68 28.1/7 88 BB 88 65 68 B8 x 88 78 88 68 Q SR' x x x 65 x x x x 71.6 BE Be 37' 74-1/4' x x x 69 66 68 e8 x x 788568 6D' x x- x' • 65 -x x x x 68.7 86 68 48' x x x x 68 x x -x 76.2 86 Be M 24° 68 BE; BE, 68� 65 . 68 68 BB 68 78 86 Be 63118 6B BB x 65 68 x x x 71.6. 65 Sr x x x 68. W Be Be 68 78 65 Be a 38' 84° x x x x 65 88 x x x 76 Be BS 42° x x x x 65 x x x x 78 5 B8 X X x % x x x x 736 85 BB 88 65 Be 88 68 BS 88 �. X x x I8 85 68 88 x x 78 85 Be 38° x x x x 65 x x x x 7e 85 68 42' x x x x 65 x x x x 768 65 Be 24° x x x 66 65 68 89 68 BE 78 65 69 Notes 30' 108 i x x x 65 x x I It x 78 85 so — 3r x x x x 65 x x x 1 74.7 65 68 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 24' x x x Be 65 88 68 x x 78 85 Go 38' 12D° x x x x 86 x x x x 78 65 68 )K 2.) WINDOWS WITH GLASS TYPES 'B, C, F, OR G° INSTALLED ° x x x x 85 x x x x 741 88 ABOVE 30 FT. IN THE HVHZ, THE I.C. EXTERIOR ITB SHALL z BE TEMPERED TO COMPLY 911TH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). ,pp1 BIIAo 000041 L , 0 U. •.E� 0 0% . PRODUCTRBVIBBD Balldmg "oIly i b MOTH AND LENGTH DDHfNSIONS CAN BE ORIENTED 111 U� W VERTICALLY OR HORIZONTALLY AS SHORN A60VE. E•, A WINDOW FRAME EXTRUSION DETAILS 2543 BILL OF MATERIALS Leal ITEM PART QUANTITY DESCRD'TION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8- & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16- GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16- GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16- GLASS - INSULATED) 6063-T6 - 7 #8 X 3/4- 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS REOD. GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 - 9 VWS-OD4 AS REDD. GLAZING GASKET SOFT PVC - 10 • AS REDD. GLAZING SIUCONE ' - 11 PL 75.6020 AS REOD. GLAZING SETTING BLOCK SOFT PVC 1/8- X 1/8- X 2- 12 812-25H-357 AS REOD. "TruSeal- Duro Seol Swiggle Spacer 1/4- BLACK 1/4- AIR SPACE WINDOW FRAME EXTRUSION DETAILS 2543 .310 Leal FRAME CORNER & JOINT DETAILS driP �l Sao `- c TYP. 808 c .773 1 1.509 o 2 GLAZING STOP FRAME HEAD/SILL/JAMB (5/16- GLASS) Mo bS0540 —I 272 as •f40 250 550 5so TYP. TYP• .773 ..773 J GLAZING STOP 4 GLAZING STOP (7/16" GLASS) (3/8- & 13/32- GLASS) 310 5 550DL .TYP. }• qlo 5 `'� 6 .6� INSULATED GLAZING STOP W/ 5/16- LAMINATED GLASS INSULATED GLAZING STOP W/ 7/16- LAMINATED GLASS .DSO TVP. .6o8 �L 8 .466 GLAZING STOP (CIRCULAR WDW.) SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAIL OESIf;iV PRESSURE UMRTATRONS. ALUMIMJM NULLIaN - (ALUN. 0.076 MIN. THICK) NOTE THE LOWER PRESSURES OF THE WWOOW OR MULL SHALL GOVM INTERIOR VTa To �.\ 1 V FRAME SRL er HFi10 ra4 RECT. OR SQUARE wwmws ppm I Mco Ial I 0 0 .� o+ o 0 $ do z� 6 ; pNp z tO w Rl 12 X 3/4' S.D.S. FLAT HEAD. PHILLIPS. AT 12' D.C. MAX. EXTERIOR ,® `VONM ETA EXTERIOR GRADE—/ 2 PERIMETER CAULKM F��D� H mmUCrOMSED 4 B, L � :Mo? 4 t ' 13y IA1 MULLIOSEE N TTYPNE. APPROVALS MAIL DESIGN PRESSURE UMITAYIONS. D�'PERIOR NOTE THE LOWER PRESSURES OF 1/4' No. THE WINDOW OR MULL SHALT. GOVERN SHIM g 12 S.DS. x 1 1/4' L lo,AT 12' O.C. MNOTE: 1. ALL STEEL W CONTACT WITH ALUM. 70 BE PAINTED OR PLATED. 2. META. STRUCTURES: A) STEEL : Fy - 36 IM *W. . (STEEL 18 GA MW. TWCK1.4.0;0,4�'}; - B) ALUMINUM : 6063 -TS MIN.:;: (ALUM. 0.076' MW. THICK) Pj WNOOW MAANT EXTERIOR FRAME E1 ��L�RU�RE A�A��D�AILLA�A��D�AILL U. 0 �Iml FRAME RADIUS JOIM FRAME END CORNER FRAME CORNER & JOINT DETAILS c SEALANT: c FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SHMNE o Rl 12 X 3/4' S.D.S. FLAT HEAD. PHILLIPS. AT 12' D.C. MAX. EXTERIOR ,® `VONM ETA EXTERIOR GRADE—/ 2 PERIMETER CAULKM F��D� H mmUCrOMSED 4 B, L � :Mo? 4 t ' 13y IA1 MULLIOSEE N TTYPNE. APPROVALS MAIL DESIGN PRESSURE UMITAYIONS. D�'PERIOR NOTE THE LOWER PRESSURES OF 1/4' No. THE WINDOW OR MULL SHALT. GOVERN SHIM g 12 S.DS. x 1 1/4' L lo,AT 12' O.C. MNOTE: 1. ALL STEEL W CONTACT WITH ALUM. 70 BE PAINTED OR PLATED. 2. META. STRUCTURES: A) STEEL : Fy - 36 IM *W. . (STEEL 18 GA MW. TWCK1.4.0;0,4�'}; - B) ALUMINUM : 6063 -TS MIN.:;: (ALUM. 0.076' MW. THICK) Pj WNOOW MAANT EXTERIOR FRAME E1 ��L�RU�RE A�A��D�AILLA�A��D�AILL U. 0 �Iml MIAMI. ADE 11IIAMI-DADS COUNTY ffol PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam 208 BOARD AND CODE ADWNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ynyw.miamidade.�ov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shaII not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 113200" Outswing Aluminum Casement Window -L.M.I. APPROVAL DOCUMENT: Drawing No. 13200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision B dated 02/26/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit. shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 12-0127.21 and consists of this page I and evidence pages E-I, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2.. Drawing No. L3200-0801, Sheets 1 through 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision B dated 02/26/14, 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 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Jami glass w/PVB laminate by DuPont, Test Report No. HETI-08-2099A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA #08-1020.08) 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 outswing aluminum casement window, X configuration, w/5/16" ann. Jami glass w/PVB laminate by DuPont, Test Report No. HETI-08-2099B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted wider NOA #081020.08) 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 a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by. Solutia, Test Report No. HETI-08-2100, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA #081020.08) 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 a series 3200 outswing aluminum casement window, X configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-21 01, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16 HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2102A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) Manu rez, P.E. Product Con"] xaminer NOA No. 13-1217.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED B. TESTS (cor nmmD) 6. 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 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-210213, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Subinatted underNOA #081020.08) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2097A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 8. Test report 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 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2097B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted underNOA #081020.08) 9: Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-082103A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 10. 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 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-210313, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 11. 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 outswing aluminum casement window, XX configuration, w/5/16" ann. Jami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2104, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) Manuel Per E. Product Control 4911her NOA No.134217.22 Expiration Date: March 04, 2019 -Approval Date: March 06, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coty mt3En) 12. 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 outswing aluminum casement window, XX configuration, w(5/16" ann. Jami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2105, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 13. 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 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI-08 2106, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 14. 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 outswing aluminum casement window, XX configuration, w/7/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2125, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Subfnitfed under NOA #081020.08) 15. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w15/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-082131A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted underNOA #08-1020.08) 16. 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 outswing aluminum casement window, OX configuration, wl5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2131B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, 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. Manuel Ppeq t.E. Z' Product Controt!-17.22 on er NOA No. Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-6624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Calor GIass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by.Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-0127.21) 2. Statement letter of no financial interest, dated October 1, 2008, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 08-1020.08) G. OTHERS I. Notice of Acceptance No. 12-0127.21, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window — L.M.I., approved on 03/29/12 and expiring on 03/04/14. Mansel Pe , E, Product Control ami er NOA No. 13- .22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E=4 ANCHDRSt W 3 AT FRAME HEAD (C) 3 AT FRAME SRL (D) S AT EA. FRAME J it EXT. 6 INT. FALSE COLONIAL MMM ARE APPLIED W W SILICA AND ARE AVAILABLE AS OPTIMIAL. 8' I1 0C. (lG1t.1 tI 37' WINDD4/ FRAME WIDTH ELEVATION (LIMITED TO LOADS ON SHEEP 6 OF 7) —ANCHOR CLUSTER SEE DETAIL 84 AT SHEET 7 13F 7 (FRAME SILL TYPICAL) WINuuW rKwiL wustrt ")(0" ELEVATION — (OX reversed) (LIMITED TO LOADS ON SHEET 8 OF 7) ANCHOR CLUSTER ANCHOR5, SEE DETAIL 84 AT W 6 AT FRAME HEAD SHEET 7 LIF 7 CC) 6 AT FRAME SILL (FRAME SILL TYPICAL) CD) 4 AT EA FRAME JAMBE A AZ )6' "XX" -ELEVATION 1__. EXT. 8 INT. FALSE COLONIAL (LIMITED TO LOADS ON SHEET 8 OF 7)PIMM � APPLIED V7 AVAILABLE AS OPTIONAL SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESYED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WPPH REQUIREMENTS OF 2010 F.B.C. & TO HE REVIEWED BY BUILDING OFFICIAL.. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & B. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO HE ENGINEERED ON A SITE SPMMC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 6.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. 6.) SEE SHEET #5 & 8 FOR GLAMID DETAILS & OPTIONS AND CHART'S FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET A2 FOR DERAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 B) ELT'. & DTI'. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CIM TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/— 1/2' TOLERANCE. TOTAL OF ANCHORS REQUIRED AT Slid. TO BE THE SAME AS FRAME HEAD. 11.) BE SIDW ® 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL 12.) ERT. & BIT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/87, SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 812 SMS OR VD. SCREWS INTO WOOD, OR L/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., VITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR COME. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) as Y B tVlh Bto Fkdds .� uwe rronutt eon •. ,. . ' :. • r, 0 -� '. PRD L". Gl a a; m S_ _3 m A Al BSDT N.W. 90 Si. L$ J P A� 1 7 JC !l 11EOIEY. FLO�IOA ATtes I 17 CISTRIEB I C. PN Ro. (308) 896-8660 B Renerot and Revleien to street 6 & 8 0l 7 'A -- NANMCMM OP ODdurY AMMMUM rfamrs IND DAAss DOORS 5 8' On" etew Pas do"r tna lausors: sMwiratttr It"e Ayawa h e"ddan N y 10 NQA ASSiuBLT 3�D I.CNOA 08^ 1 N. ERAZO o /a/08 / a Rm" orN. mum°a6 09/EB/14 \ lu Y in ; 4 / 12 i —1e'H4' zs' roax ��74�� "XX" -ELEVATION 1__. EXT. 8 INT. FALSE COLONIAL (LIMITED TO LOADS ON SHEET 8 OF 7)PIMM � APPLIED V7 AVAILABLE AS OPTIONAL SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESYED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WPPH REQUIREMENTS OF 2010 F.B.C. & TO HE REVIEWED BY BUILDING OFFICIAL.. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & B. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO HE ENGINEERED ON A SITE SPMMC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 6.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. 6.) SEE SHEET #5 & 8 FOR GLAMID DETAILS & OPTIONS AND CHART'S FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET A2 FOR DERAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 B) ELT'. & DTI'. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CIM TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/— 1/2' TOLERANCE. TOTAL OF ANCHORS REQUIRED AT Slid. TO BE THE SAME AS FRAME HEAD. 11.) BE SIDW ® 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL 12.) ERT. & BIT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/87, SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 812 SMS OR VD. SCREWS INTO WOOD, OR L/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., VITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR COME. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) as Y B tVlh Bto Fkdds .� uwe rronutt eon •. ,. . ' :. • r, 0 -� '. PRD L". Gl a a; m S_ _3 m 8eotrta, Ddm a Revised a c«nk .I �otc BSDT N.W. 90 Si. L$ J P A� 1 7 JC !l 11EOIEY. FLO�IOA ATtes I 17 CISTRIEB I C. PN Ro. (308) 896-8660 B Renerot and Revleien to street 6 & 8 0l 7 " NANMCMM OP ODdurY AMMMUM rfamrs IND DAAss DOORS ;'� a On" etew Pas do"r tna lausors: sMwiratttr It"e Ayawa h e"ddan N .; 'O CJj��Af(��g qpy Ao` )ATE___°l�asr:rHeed NQA ASSiuBLT 3�D I.CNOA 08^ 1 N. ERAZO o /a/08 Series: 3200 OutSWing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) Rm" orN. mum°a6 09/EB/14 AMdan L—b B such P"d+"t BVwMn 6wilns A+av�9 A4m s"r 8AMe cASQaavr�2ao-a�oA-ot 1.3200-0801 L oPT u IN ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.-, .1 1/4* METAL LATH STUCCO (BY OTHERS) 1/4' MAX. fSHIM SPACE 17 EXTERIOR GRADE PERIMETER CAULK] BY OTHERS (TYP.) INTERIOR —GLASS 15/32- # 14 5143. or WD. SCREW W/ DGE ISETAtCE 1 1/4' Milt WOOD EMBED STUCCO(BY OTHERS) 43 �47 , Ir I —2X WOOD BUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG, OFFICIAL (TYP.) EXTERIOR IN'T'ERIOR EXT. 15/32' 1/4' TAPCaNS W/-----\ ECCE 1 1/4' MIN. CONE. STMU EMBEDMENT ALL WOOD BUCKS (TY" STUCCO ---% -A o 43 (TYP.)44 +. �:I o b STUCCO— fa ' o (BY OTHERS); 0 44 to Com* w/ 2010 FOC 47 1/4' 8491 &W. go ST. Ta 0 (Imo PERIM. CAULKING— 1=97, W11 By a Ifti )a ASSMAftol= 180= (TYP.7� ANCHORED TO CONC. u IN ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.-, .1 1/4* METAL LATH STUCCO (BY OTHERS) 1/4' MAX. fSHIM SPACE 17 EXTERIOR GRADE PERIMETER CAULK] BY OTHERS (TYP.) INTERIOR —GLASS 15/32- # 14 5143. or WD. SCREW W/ DGE ISETAtCE 1 1/4' Milt WOOD EMBED STUCCO(BY OTHERS) 43 �47 , Ir I —2X WOOD BUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG, OFFICIAL (TYP.) EXTERIOR IN'T'ERIOR EXT. t14' MAX . .............. EXT. GRADE— .•. PERIK CAULKING PERIM. CAULKING (TYP.)*=Zxa24'= \ I ALL WOOD BUCKS (TY" STUCCO ---% -A .22--2 6 2 (TYP.)44 (BY OTHERS) IX or 2X—.// & TO BE REVIEWED 1 1 4* 4-: A 4 BLDG. OFFICIAL (TYP.) 44 to Com* w/ 2010 FOC 47 1/4' 8491 &W. go ST. Ta 0 (Imo --2X WOOD BUCK 1=97, W11 Ifti )a ASSMAftol= 180= I WHEN THE GAP BMW THE WINDOW FRAME AND THE BUCK OR MASONRY 13 LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE MOMS TO BE 912 SNS OR VD. SCREWS INTO WOOD, OR 1/41 TAPC13NS or APPROVED CONC. FASTENERS INTO CoNr- WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) " vRoDucTRM= escw*yhtgvfttheFlcft BuDdingCO& Am to By Proe " DATE - INTERIOR 14 51 4 AX rSHIN SPACE BUCK (TYP.) 1 5/32* EXT. GRADE —EII=E a ST.,] P ALL WOOD BUCKS PERIM. CAULKING of ENGINEERED SEPARATELY (TYP.)44 IX or 2X—.// & TO BE REVIEWED ;zv T� 4 BLDG. OFFICIAL (TYP.) 1 to Com* w/ 2010 FOC 47 1/4' 8491 &W. go ST. Ta 0 (Imo --2X WOOD BUCK 1=97, W11 Ifti )a ASSMAftol= 180= ANCHORED TO CONC. TO BE P.T. (TYP.) 17 1/4, MAX IN SPACE - INTERIOR 14 51 4 AX rSHIN SPACE BUCK (TYP.) 6 EXT. GRADE PERIM. CAULKING of (TYP.)44 IX or 2X—.// P.T. VD. BUCK DISTANCE 2 31/41' EBMSE DISITANCE to Com* w/ 2010 FOC WSON 8491 &W. go ST. MEOW. rMunue PH Na (M) 696-8880 ifflWACrM OF Quem' AINOW RMNS 90 W.W MN Aao am MW 1=97, W11 Ifti )a ASSMAftol= 180= OF N. ERAZD I' 'ovo/os Series: 3200 Outswing Impact Casement Window 6F N. ERAZO lDd# VERTICAL CROSS-SECTIONS, DETAILS & NOTES UND Sent' , 'MqW'v;W-=M-0l I', L3=4801 PERIMETER CAULKING FWD VENT N - gl- - ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYR) r—PERIMETER CAULKING EXTERIOR 21 —�G-,LASS OPERABLE VE 'I' TAPCON 14 51 18 2 42 INTERIOR 47 17 21 17 16 1/4' NX JDj • WHEN THE OAP BFTWM WX VMW PRARE AND THE BUCK OR MASONRY IS LESS MAII 1/8", SM ARE NOT REQUIRED ANCHORS NOTE ANCHORS M BE 612 sms OR VD. SCREWS INTO WOOD, 13R 1/41 TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MIN" OF 1 1/4' PENETRATION INTO WOOD 13R CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) STUCCO (BY OTHERS) TAP CON14 51 1 12 16 48 (MR 04) 18 2 2 21 35 41 ASS 43 47 17 'q -ga OPERABLE VENT ALL WOOD BUCKS riaiNiAAgCodo eIftca No ENGINEERED SEPARATELY AccIf0im D* 51 14 ON TO BE REVIEWED f BLDG. OFFICIAL CTYP.) BY 31 Nod M ad 42 ..20 INTERIOR 17 8"1 N.W. go ST. LA WSON O 16 17 17 4 B. ft"" Go ftview to *Md S a of 7 MEOW. (DrA NII (lr4IDXJ8Tl%13E8 IXC. ) lffl No. ) 1196 -am z ALL WOOD BUCKS ENGINEERED SEPARATELY MANNAMM VP A070M OWNS AND CLASS 0M. & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) PJ WOOD BUCK NOT BY LAWS13N IND. WA MUST SUSTAIN IMPOSED LOADS 4. Max A E 01� N. BRAZO adf a/e/08 smil SPAM PERIMETER CAULKING 8 15 18 8 ig/11, Jb P15 . v . . 21 EXTERIOR -T— L3200-0801 12 16 48 GLASS TAP CON14 51 (MR 04) 18 2 2 21 35 41 INTERIOR 11 D 47 17 17 16 PRODUCTREVIRBI) ALL WOOD BUCKS riaiNiAAgCodo eIftca No ENGINEERED SEPARATELY AccIf0im D* TO BE REVIEWED f BLDG. OFFICIAL CTYP.) BY 31 Nod M ad C=* w/ 2010 FW 8"1 N.W. go ST. LA WSON B. ft"" Go ftview to *Md S a of 7 MEOW. (DrA NII (lr4IDXJ8Tl%13E8 IXC. ) lffl No. ) 1196 -am z MANNAMM VP A070M OWNS AND CLASS 0M. -a, WA A E 01� N. BRAZO adf a/e/08 Series: 3200 Outswing Impact Casement Window N. sun ig/11, HORIZONTAL CROSS-SECTIONS. DETAILS & NOTES D ewAwA -T— L3200-0801 EXT. GRADE BACK BEDDI TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER CTYPJ FACE CAULK BY OTHERS CTYP.)j I I d �9 IN LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEMS DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 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 EI VATKIN FRAME SILL CUP SCREWS S12 X 1 1/2- PH SMS 45 SM -55D4 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT • 46 SEE aZATMI FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 47 L-3007 LO -164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3' L) 48 L-3009 U1-159 AS REDD. GLAZING BEAD - 7/16- 6063 -TS ALUMINUM *511 2 X BRACKET FIXED VENT ATTACHMENT SCREW s8 x 1 1/4" FH./PHIL SOS 8 X POST IN -POST ASSEMBLY SCREWS 110 X 1 1/4' PH SMS DC -899 AS REOD. GLAZING SEALANT - SILICONE ALL WOOD BUCKS 2X WOOD ENGINEERED SEPARATELY BUCK CTYP.) 6 TO BE REVIEWED BLDG OFFICIAL CTYPJ # 12 S.M.S. w WD. SCREW W/,' 11/4' MIN. WOO EMBED FRAME °t' •_.. EXT. GRADE PERIMETER DCAULKING NOT BY •J-..`..-LAWSON INDUSTRIES'. a�.. TO BE APPLIED BY ~� OTHERS CTYPJ STUCCO OR EXTERIOR FINISH OBY OTHERS CTYPJ FRAME PERIMETER CAULK DETAIL \SUBSTRATE; (� SUBSTRATE; L,,,,, _ =TIED �Ir BY OTHERS CTYPJ 4' MAX. SHIM 1 EXT. GRADE BACK REDD TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER CTYPJ %--EXTERIOR GRADE PERIMETER CAULKING �•'.',2"i it:s;Tdr BY OTHERS CTYPJ METAL LATH, STUCCO AND EXTERICR GRADE 1�e SHEATHING CRY ITTHIERS> 2 WOOD FRAME INSTALLATION DETAIL PRODUCT REVISED SEE MULLION APPROVALS FOR ascomptylnsvoWonwida r MULLION TYPE, SIZE AND MAX. Buffft0mla DESIGN PRESSURE UMITATIONS. AA ° t9 NOTE Ion THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR By �oProdmtCaMtal MULLION SHALL GOVERN. 12 S.M.S. X 1 1/4" L E ELEV. FOR SPACING Q 1 SG SEALANT © WINDOW FRAME D�EDGE A=![� A ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL ;�' ,. v.., ,it••, LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEMS AT. N0. PART NO. QUANTITY DESCRO'7I0N REMARKS 1 L-3001 LA -116 I FRAME HEAD 6063-T6 ALUMINUM 2 L-3002 UI -115 1 FRAME SILL 6063-T6 ALUMINUM 3 L 30Cl2 UI -115 2 FRAME JAMB -HINGE SIDE 6063-T6 ALUMINUM 4 L^3002 UI -115 2 FRAME JAMB -LATCH SIDE 6063 -TS ALUMINUM 5 L-3004 LD -119 2 VENT TOP RAIL 6063-T6 ALUMINUM 8 L-3004 UI -119 2 VENT BOTTOM RAIL 6063-T6 ALUMINUM 7 L-3004 LU -119 2 VENT SIDE RAIL -HINGE SIDE 606346 ALUMINUM 8 L-3004 1.II-119 2 VENT SIDE RAIL -LATCH SIDE 6063-T6 ALUMINUM 9 L-3003 UI -116 AS REO.O. IN -POST 6063-T6 ALUMINUM 10 L-3006 LB -111 I X ANCHOR FRAME SILL ANCHOR CUP 6063-T6 ALUMINUM (3- L) 11 L-3005 UI -113 AS REO'D. I= LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L) 12 L-3010 U1-7708 AS REDD. GLAZING BEAD - 5/16' 6063-T5 ALUMINUM 13 L-7531 L-7531 AS REDD. GLAZING BEAD BULB VINYL PVC VINYL 14 SM -5731 AS REOD. GLAZING SEALANT - SILICONE • 15 L-3012 U-110 AS REDD. WEATHERSTRIPPING FRAME/VENT PVC VINYL 16 L-3011 LD -133 AS REO'D. ..GLAZING BEAD 11/16' LAM./INSUL 6063-75 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME + 18 L-3013 1 8 CORNER KEY PER VENT 19 L-3013 4 X POST CORNER KEY PER IN -POST 20 B FRAME ASSEMBLY SCREWS S10 X 1' PH SMS 21 8 VENT ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 22 2 X VENT 4 BAR 90- HINGES - STO. & H.D. • 23 2 X VENT 4 BAR 45! HINGES.- SID. & H.D. 24 AS REOD. HINGE MOUNTING SCREWS 010 X 1/2- P.H./PHIL. 8 25 1 X VENT VENT OPERATOR - DUAL or SINGLE Y6 4/ OPER. OPERATOR MOUNTING SCREWS S10'X 3/4' F.H./PHIL SDS 27 1/ OPER. STAINLESS STEEL C" TRACK 28 2/ TRACK TRACK MOUNTING SCREWS 88 X 1/2" F.H./PHIL SDS 29 1/ OPERATOR STUD BRACKET CONNECTOR 30 2/ BRACKET STUD BRACKET SCREWS S8 X 1/2" F.H./PHI. SDS 31 1/ VENT LOCKING HANDLE 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS 510-32 X 3/8" PH MS 33 1/ VENT LOCKING MULTI -POINT BAR 34 1 X LOCX POINC TIE BAR NYLON GUIDES 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1- PH./PHIL B 36 1/ LOCK KEEPER (ST. STEEL) F3935 37 2/ KEEPER KEEPER MOUNTING SCREWS 38 L-3014 4 SNUBBER 6063-T5 ALUMINUM 2/ SNUBBER ISNUBBER INSTALLATION SCREWS 1#8 X 1/2- PH SMS ;�' ,. v.., ,it••, `•'r, A Rashad AMMm R+aato Cmgl w 2010 f&: Ll 8601 N.W. 90 6T. Y I �.f 1 Y 0. Rv.I oM Rava;an to shad S & 6 o1 7 1!. , FLORIDA 33188 TR S C. PPH H NNoo.. (JOS) 698-8880 IUNUFACIVM DP 90d619'P AUWINNN NNNDONS AND C: M MRS :. > &M CIO= Part etme Rad CYtWmp+ satu/Ifadra Nm 4+praa a amtdan u NOA AssEltslr oa of N. Elm UN/p/m Series: 3200 Outswing Impact Casement Window t , at - �e HILL OF MATERIALS LIST AND DETAILS a,w.d ata aw p„aw N 732090 08/26/14 },�/ �}t 40, "�IT'ie ww+ro• wa 9aaw a Rro4u1 a((ana taana., a au+ro I e� waa cA�tarlra�o-o61�-m I.S200-0801 4 OF 7 TATE..,w iCrS""�� 5/16" LAMINATED GLASS COMPOSITION - TYPE A 12 RPPlI DlOC81 M DBTAti I VW ANNOUD GLASS -- a OM PYO wt Y" Outacite PYO by DePBM or sane" PVB by Eostamn Chenkot Co. °?0 3 VB• MWALED MAW lor f/10" LAMINATED GLASS COMPOSITION - TYPE D YRDT DBBCRIPRON Off= I VB' KAT-STREMDNENED GLASS e 0.096• PVB INTERLAYER Saftex PVB by Eastaon Ch mbd Co. _ 3 I/8• NEAT-STRMTENED GLASS 6 18 LAMINATED GLASS COMPOSITION - TYPE C fTBY DESCRIPTWN DIM 1 1/e' HEAT-SIRDSOENED mass _ T! 0090• INTERLAYER 73.( SentryGWss IMerloyer by DuPont GIRSSTYPO W GlassType "W Qass' M "W F GlawType lr GIas%Typ V W-ftealedQass 6n6- RS.Gm -PVBj 6118"H.S.Gass-SGP I 7118"ATmealedGass 11/16"AtDte WQe 3 VB' NEAT-STREMMENED BASS ?/IS"- LAMINATED GLASS COMPOSITION - TYPE D n9iH DESCRIPTION -DISGIN. .rer 64C� 1 3A6• "WALED 7DAS3 2 OD90• PVB INTERLAYER sane" PVB by Eastnan CheNeot Co. 3 3/16• AlBTEALED GLASS Flange Frame Window Glazed with 14 9/16 GL I N G ITE 6/18" Laminated 870 1 W W E O 0 V no 1 70.0 73.0 Flange Frame Window Glazed with 73.( 3200 Impact Casement Window Confl umdon:'X' GIRSSTYPO W GlassType "W Qass' M "W F GlawType lr GIas%Typ V W-ftealedQass 6n6- RS.Gm -PVBj 6118"H.S.Gass-SGP I 7118"ATmealedGass 11/16"AtDte WQe 8170 Width Helpht AnchOra Code (in on) Head/S18 Jamb DP(+) am Pg !� DP(+) DP j DP(+) DPt l DP(+) DP(} P� P� 29 _ DP(+) DPI j Pel p� 12 1 19.125 1 2a 1 2 1 2 1 59.0 1 59.0 1 70.4 1 azo I 70.0 I 820 1 70.0 1 730 1 70.0 73.0 14 9/16 GL I N G ITE 6/18" Laminated 870 1 W W E O 0 V no 1 70.0 73.0 1 70.0 73.( 15 18.125 63 2 5 16 19.125 7425 2 5 H32 28.5 26 3 2 H33 26.5 38.375 3 3 48 13 14 9/16 Gla ING Bile 7/18' Laminated - I H34 28.5 54.825 3 4 W 28.5 83 3 5 H38 28.5 74.25 3 5 22 37 28 3 2 23 37 386375 3 3 24 3 4 26 37 63 3 5 26 37 74.6 3 5 W ty 2020 24 24 2 2 2030 24 33 2 3 2040,: ,- . 24 48 2 4 21}50 _ 24 6o 2 5 1613 2080 24 72 2 5 2820 30 24 3 2 2630 30 36 3 3 2840 30 48 3 4 0 2960 30 60 3 5' IL - 1I 18 LAMINATED GLASS COMPOSITION TYPE E ` ' g � 32 24 3 2 PBN 30 72 5 DB6CDIPTION DETAS mac' I I/e ata�aLED mass 2MO 32 35 3 3 B "W Pv6 W M.AYER 1 14 0 2840 32 48 3 4 Sone" PVB by Eastnon Cham W Ca ® V4. 28M 32 Go 3 5 3 vW NKALED mass /16 ... 28M 32 72 3 5 4 V4• INRUTED Am SPACE ua� ING ITE 3020 36 24 3 2 s yr AwuCaLED tOAss t r aza 11/1W Iaminated/Insalatad 3030 36 36 3 3 3040 36 48 3 4 LAMINATED GLASS TYPES GLAZING OPTION 3050 38 60 3 5 DE'T'AILS 3000 38 72 3 5 4M 73.0 70.0 870 1 70.0 no 1 70.0 73.0 1 70.0 73.( 10.4 820 70.4 820 740 734 70.4 73( 70.o ago 70.0 820 Tao 30 700 73( 70.0 810 70.0 82 0. 70_0 J3.0 70.0 73( loa 620. mo ego. 7ao 3.0 aao 73( 740 820 70.0 820 70.0 820 70.0 730 70.0 58.0 59.0 70.0 820 1 70.0 820 1 70.0 73.0 1 70.0 59.0- 59.0 70.0 820 70.0 820: 70.0 73.0 "70.0 59.0 : • 69.0- 70.0 : 820 70.0 820. 740 73.0 70.0.68.0. 59.0 •70.0 820. 70.0 no 70.0 73.0 ..740 69.0. 59.0 70.0 no 70.0 no 70.0 730 70.0 59.0 59.0 70.0 820 70.0 820 70.0 730 70.0 59.0 59.0 70.0 820 71Xo 820 70.0 1 73.0 70.0 69.0 59.0 70.0 820 70.0 820 70.0 73.0 70,0 59.0 Sao 70.0 no 70.0 no 70.0 73.0 70.0 59.0 59.0 70.0 no 70.0 no 70.0 730 70.0 59.0 59.0 70.0 no 70.0 820 Mo 730 70.0 59.0 59.0 70.0 820 70.0 820 740 73.0 70.0 59.0 59.0 70.0 82.0 - - - PRODucrRBVL48D as camplyin8Ta th ried5 -M&gcoda -_ -.- - 73.0 r o Cam w/ SIO F8C L� W S O L \j �$ 11J ��11 0 =I N.W 00 sr. yEDLEY, tLORRM 33168 8 PN N0. (305) 696-8860 and ReriWaa to al t 5 of 7 NANOFACIVUR OF 49AAI7Y AOMU M UM" AND MU D00BS Pnro afaa Pat Waw Prod L4troaN taMet/ffod�6 !tan tbJmmt I+ eerLtoa P ASA ASWKY1 -Of N. RAW 75/oa Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FGR °X" UNITs N. am "/t4 aootu Pradat RU --" Nane,n n"0 B 3I00-OBNOA-01 LMO-0801 I 5 OF 7 8 18" LAMINATED GLASS COMPOSITION - TYPE A 12 DaeammaN 1 Ire' ANAIEALED CUSS Flange Fmne Wlndow(bzed 1!Vlti1 MW Saftex PVB by Eastrmn Dumtol CaD3�c 13 3 Ire' ARNEALED MASS 32M b pactGasmlmntWlndow G UMd0jj:"V',"XCY'Or"OX" Gla�TypeaAa GdaseType'R' dewTyI* V' aasTyM T. WrAmlBaled6iaB6 8N8°HSM s•PiIB 6148"HSC1assSGTa 7I18"AI¢IBaled0lBes 70,0 LAMINATED CLASS COMPOSITION - TYPE B DaeammaN 1 Ire' ANAIEALED CUSS � DBTAIL -$¢� 2 OMV PVR INTERLAYER t & cite PVB by MIPW or Saftex PVB by Eastrmn Dumtol CaD3�c 3 lM HEAT-STROUTERED GLASS 3 Ire' ARNEALED MASS LAMINATED CLASS COMPOSITION - TYPE B _!/IS- ffRlf DDBCRIPRIOH 1 VB' HEA7-STREN6HTENED DUBS DB?At6 Air I F 2 8090• PVB INTERLAYER Sailer PVB by East�mn ChenkaT _ = 4 'l 03to• 3 lM HEAT-STROUTERED GLASS size W" F1310 Code On) M) 22 37 23 23 37 3&37 14 51 0) 24 37 50.9 9116 26 37 63 GLA ING ITE 32 53,125 23 8/16" laminated 0 33 53.125 38.31 0 34 M125 50,Ge 48 38 53.125 63 5/16" LAMINATED GLASS COMPOSITION - TYPE C*12ITE V 022 74 28 1TBH DB6CR�r[oN ne7A1L 023 74 3&37 1 Ire• HEAT-STREN071TENED MASS M4 74 Me: 2 WV INTERLAYER M6 74 63 S"tryQess Intertayer by Want 3020 36 24 -C9ar 3 Ire' HEAT-STWJMHT.ENED GLASS.... 3D30 ..36 •38 - 3040 - 38--1 48 3060 38 80 (0 4020.. 48 24 7 d8 • IAMINATED GLASS COMPOSITION -TYPE D .� ! 1 lL� nBlt Ii1lPnDN .: 08TAIL, 7/18° Laminated !`J 4030 48 38 • 48 60 I 3116• ATDIEALED MASS• •' 46 2 S* NB INTE 48 PW � 16 13 '4050 Soifer PVD by Eastewn tymracal Co. so 24 3 3/16' ANIIEALEB GUSS Q.6030 60 1 38 0 6040 60 48 11 18 LAMINATED GIASS COMPOSITION TYPE --- C 60 6D PfBli DESC81PTiON D8M0 602072 24 1 !re• AWALED MASS 6030 72 35 2 0090' 48 PVR DTTEM AYER 14 51 6040 72 SoAn PVD_by Eastmn Chenkm C ® ,,.• 6050 72 OD 3 Wr WEALED G.AM - 9/16 4 V4• D"ATED AIR SPACE - _ GL ING ITE 5 Vr AI MED MASS i u' 11/16" Laminated/Inealated LAMINATED GIAM TYPES GLAZING OPTION DETAILS Oe'. 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