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WS-18-817
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th 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...A thority •• Having Jurisdiction (AHJ). MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy .... ti- This NOA shall not be valid after the expiration date stated below. The Miami —Dade CAnt5 Proddct,Cpntrol Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami —Dade o 4t reserve tIle'right to have this product or material tested for quality assurance purposes. If this product or nAtprial fair•o perform: in the accepted manner, the manufacturer will incur the expense of such testing and tht.4Wmay 4-rifirechately revoke, modify, or suspend the use of such product or material within their jurisdiction.. •RED reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Suction; thattk 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 thg Flor da BuklikAICode, • including the High Velocity Hurricane Zone. • • • • . . • . . • . • . .. . •. . DESCRIPTION: Series "4200/ 6200 Flange —Frame" Aluminum Fixed Window — L.M.L . . . .. . • APPROVAL DOCUMENT: Drawing No. L4200-6200-1201 Rev C, titled "Series-4200-6200 ' Flange — Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) VS Window sizes and glass types in sheet 4. 2. See glass types in sheet 3. The monolithic .lite in insulated laminated glass is oriented at exterior side and require tempered glass, if used at 30 ft above the grade. 3. When an approved impact resistant mullion attached to combine window units, lower DP will apply to entire assembly. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA -as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0531.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 Page 1 . , Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-0307_06) 2. Drawing No. L4200-6200-1201, titled "Series-h200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revigiorr+13" dateel.05/12/I?,•.. prepared by manufacturer, signed and sealed by Thomas J. Sotos, P' . • • • . : •. • _ B. TESTS ••••• •• •• 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 • • • • • • • •• • 2) Cyclic Wind Pressure Loading per PBC, TAS : • • . along with marked -up drawings and installation diagram of an arr.h-.and. a rectangular tin-• • frame fixed window, prepared by Hurricane Engineering & T stiff g, Inc.. Test Reports.:. No.'s HETI-12-4010 and HETI-11 3363, both dated 03/05/1:2, zigned and sealed•:bye,• Rafael Droz-Seda, P. E. • • • ..• • (Submitted under NOA No. 12-0307.06) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a rectangular-, a circular arch - and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI- 09 2586, dated 07/10/09, HI TI-09-2584, dated 07/10/09, HETI-09- 2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under N04 No.12-0307.06) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a rectangular fm- frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09 2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09 2585, dated 07/10/09, IIETI-09 2581, dated 07/10/09 and DTI--09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under NO_4 No. 12-0307.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation di gram of a rectangular fin - frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, H$ TI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA No. 03- 0327.11) • . • . 5 yLt h� S Isbaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212-13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a rectangular—, a circular arch- and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, U1 TI-033 •Z374A am+ •: • dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed ancl by•12tf24l Droz—'. Seda, P. E. . (Submitted under NOA No. 03-0327.11) •• • • • • • • ••. 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94'• ' 2) Uniform Static Air Pressure Test, Loading per l B,( TAS:7Q2; 94 3) Water Resistance Test, per FBC, TAS 202-94. . • along with marked —up drawings and installation diagram of a circular arch file fled window, prepared by Hurricane Engineering & Testing, Inc., Te.t•ReportsNo.: 02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, both signeds4ild.staled by Hector Medina, P. E. (Submitted under NOA No. 02-0701.01) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a rectangular—, a circular arch — and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted under NOA No. 02-0701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,. complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 12-0307.06) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE I. Miami —Dade Department of Regulatory and Economic Resources (RER). ( Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-2 -, Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical CompanA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers witlr.P)t•Core�" • • dated 06/19/14, expiring on 12/11/18. •• • .' • F. STATEMENTS • ••• • • 1. Statement letter of conformance to and complying with FBC 5th Edit ion (20114), ssued:35•' •: manufacturer, dated 05/23/17, signed and sealed by Thomas J. Sotd ?. E. • • • 2. Statement letter of no financial interest, issued by manufactured 03 Zb3i1 , signed •• and sealed by Thomas J. Sotos, P. E. • . • (Submitted under NOA No. 12-0307.06) • • • •• 3. Laboratory compliance letter for Test Reports No.'s HETI-OD--2 14, dtte d 09/04/V9...: HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, T1-09;) 84, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580, dated 07/10/09, HETI-09- 2613, dated 09/04/09, HETI-09 2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI--09 2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 12--0307.06) 4. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, I-U TI-03-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03, HETI-03- 1774A, dated 01/30/03 and HETI-=03-1774B, dated 01/30/03,' all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA's No.'s 12-0307. 04) G. OTHERS 1. Notice of Acceptance No. 14-0908.1S, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window - L.M.I.", approved on 12/11/14 and expiring on 08/22/17. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. L4200-6200-1201 Rev C, titled "Series--4200-6200 Flange -Fiume Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E, prepared by manufacturer,signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6th Edition) code [[compliance. . !shall I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE • • 1. Miami Dade Department of Regulatory and Economic Resources (REP)e' E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS • •••• • • •. • • • • • • • • • • .• •• • • • •••• S. • • • • • • • • • •••• • • •• I • •• •• •.• • •• • • • • • • • 1. Statement letter of conformance to FBC 2017 (66 Edition) and "No fuiant.iil inte`rest'; dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomat J. Sotos, T:.E••• 2. Statement letter dated 01 /22/ 18 of the editorial drawing changes issued'by hawsqu (it, signea•' • by Nelson Erazo, Senior design engineer. G. OTHER 1. This NOA revises # 17-0531.05, expiring 08/22/22. Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-4 SERIES-4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.IMPACT) WINDOW WIDTH QUARTER -ROUND ELEVATION T WINDOW HEIGHT L WINDOW WIDTH HALF -ROUND TYPICAL ELEVATION WINDOW HEIGHT LEG.HT. iTh WINDOW WIDTH J ARCHED PICTURE WINDOW r WINDOW HEIGHT L WINDOW WIDTH c HEXAGON TYPICAL ELEVATION WINDOW HEIGH T L WINDOW WIDTH J RECTANGULAR TYPICA. ELEVATION WINDOW HEIGHT L WINDOW WIDTH I SQUARE PICTURE WINDOW ELEVATION WINDOW WIDTH I FULL ROUND TYPICAL ELEVATION T WINDOW HEIGHT L WINDOW WIDTH RECTANGULAR TYPICAL ELEVATION WINDOW HEIGHT L LE WINDOW WIDTH SQUARE PICTURE WINDOW ELEVATION WINDOW HEIGHT WINDOW WIDTH OVAL TYPICAL ELEVATION WINDOW HEGHT 1 LEG HT. WINDOW WIDTH LEGGED EYE BROW ELEVATION QUARTER -ROUND ELEVATION WINDOW HEIGHT LWINDOW WIDTH j OCTAGON TYPICAL ELEVATION 'ELLIPTICAL' TYPICAL ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR RECTANGLE, AS SHOW IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. 74.000' WIND❑W WIDTH 70.812' D.L. OPG. I f' MAX. I TYP. II I I II II II II II 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 LIMITATIONS OF EACH GLASS TYPE. L 61MAX. TYP. AT CORNERS 12' MAX. TYP. 0 EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 1. oDVVCf MUM as as p'gvaitb die 1 "diAcceptance No 17- Z Z • 13C lim ie#I * Las AU 4 7 2 x tom. (`-`4_ WINDOWS ARE L.M. IMPACT MIAMI-DADE COUNTY APPROVED SHUTTERS NOT REQUIRED General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE 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). 6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30ft. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-Chapter 24 Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE. PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2. FOR DETAIL & NOTES) 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLET) UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. • • • • • • • • • • • • •• • • • • •••• • • • • •. date for the 2014 FBC .1 i Compliance w/ 2017 FBC 6th Edition 0 tft O 6 •tv • • • 4. • ''" • • tb• • ••�. • •• a rr▪ m O z E-+ U a • co . ii •�•••. cc • J. C7 • • o •• a.••: o•' • z • • O. • •• •.* •• •••• W • • A• z • #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. INTERIOR F NOT BY LA WEATHERP MOISTURE BY OTHER h AN I tNtK ..I'AGING) INISH • — INTERIOR SHIM SPACE SON INDUSTRIES, INC. 2X 2X BARRIEi <TYP.I Ak. umvammml:,:.- ` - ' EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYP.) 1 1/4' MIN. •_.._._.._.._.._..___.._ EMBEDMENT - - - ---- ._.---- ._ i' i r»W,.»» »»nisr>»»iw,), . H«~ EXTERIOR t44:4404444. hcwtt4c40+ t<4ctEat JAMB STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G,C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP) 2, THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP) 3. WOOD BUCK SPECIFIC GRAVITY = 055 MIN. 4, CONCRETE COMPRESSIVE STRENGHT = 2Ksl MIN. * WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ,ANCHORS TO BE #14 SMS OR WD. SCREWS INT❑ WOOD, OR 1/4' ITW BUILDEX TAPCONS or APPROVED CONC. FASTENERS INTO CONCRETE (2KSI MIN.), WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. AT 12' 0,C. MAX, TAPCON YIELD STRENGTH+ Fy=100Ks1 ULTIMATE STRENGTH+ Fu=125Ks1 ALL WOOD BUCKS IN CONTACT WITH CONCRETE (NOT BY LAWSON IND) TO BE PRESSURE TREATED & & TO BE REVIEWED BY BLDG. OFFICIAL (TYP) <SEE GENERAL NOTES AT SHEET #1) 1' MIN. DGE DISTANCE EXT. GRADE CAULK EXT. GRADE CAULK 1' MIN. GE DISTANC #14 S.M.S. W/ 1 1/4' MIN, EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) SILICONE ADHESIVE BEDDING COMPOUND 1 1/4' MIN. EMBEDM NT EXT. GRADE CAULK #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 1 BY OR 2 BY WOOD BUCK 1/4' MAX. SHIM TYP INTERIOR • — LAMINATED GLASS EXTERIOR WINDOW FRAME WIDTH EXTERIOR GRADE PERIMETER CAULKING .PT. WOOD BUCKS ' 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. 4' (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) • M=MMM ::A .Asa \' :at;ty. 1/4' TAPCON W/ 1 1/4' MIN, EMBEDMENT INT❑ CONC. (SEE ELEVATION AT SHEET 111 FOR MAX. FASTENER SPACING) WINDOW FRAME HEIGHT -J 1 1/8' MIN. EDGE DISTANCE EXTERIOR GRADE PERIMETER CAULKING EXTERIOR EXTERIOR GRADE PERIMETER CAULKING i7 .d:' e A 4, • .a 1 1/4: 'MIN. EMBEDMENT ,': 1 1/8' MIN. .:•d a. EDGE DISTANCE P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1 1/4' MIN. : ° 4 A:EMBEDMENT • d 4• ".. • •a • d. SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASSomDUCf`MEYIs1 ae alurplyi ag Kith Ike 6tdding CaleAscoptomo No a• b •.!I 4• av q . v d ti 1 1/4' MIN. • d • d EMBEDMENT; ! .°" 4- 1 • • • • 0 W M � M } t o,o+n M • la Z 0 0 in W c • • • 1• • 00000 I•••• •• •1 •, •< • • • tel z a a •�••- • • •1X• •w • •� : In • •� zU•a,•10 • • N • • I • O H • •CD o cv ,44 col z 31w H I/j to 0 z w O tJ M L F •(• • • • < • • •{i••• C • • • • ••• • Compliance w/ 2017 FBC 6th Edition C) . 8 I • LAMINATED INSULATED GLASS COMPOSITION TYPE B ITEM DESCRIPTION DETAIL I 1/8' ANN. GLASS 1/8' _ , L cis 2 0.090' SAFLEX PVB by! Eastman Chemical Co. i ® 1/4 3 1/8' ANNEALED GLASS ve _-__ = =_ 4 1/4' INSULATED AIR SPACE VW: = _ - L._ 7-0.340'0.340't 5 Ca) 1/8' ANNEALED OR TEMPERED GLASS 1 LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS __L 3/16' - f 2 0.090' SAFLEX PVB by! Eastman Chemical Co. ® .1/4' te, 3 1/8' ANNEALED GLASS VW VW ---_ —•_ _ _-_ _ 0' 4 1/4' INSULATED AIR SPACE 5 00 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F ITEM DESCRIPTION DETAIL 1 1/8' HEAT-STRENGHTENED GLASS 1/8' 671Y 2 0.090' TROSIFOL PVB by' Kuraray America, Inc. ® .1/4' 3 1/8' WEAT-STRENGHTENED GLASS 1/8'_--- = _ _ _ _-_ -_- - , 4 1/4' INSULATED AIR SPACE T 1 5 (*) 1/8' ANNEALED OR TEMPERED GLASS .LAMINATED INSULATED GLASS COMPOSITION TYPE G ITEM DESCRIPTION DFT41L 1 1/8' HEAT-STRENGHTENED GLASS 3/16' ___ _ _ _ _ _� 2 0.090' TROSIFOL PVB bye Kuraray America, Inc, ® ,1/4' te, 3 1/8' HEAT-STRENGHTENED GLASS VW _ =__ __ 0.340 4 1/4' INSULATED AIR SPACE =- _-_ _ 5 (*) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L ITEM DESCRIPTION DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 3 :_� 2 0.090' TRDSIFOL PVB by' Kuraray America, Inc. ® 4/4' a ' sm 3 3/16' HEAT-STRENGHTENED GLASS 3,16' _ __ _ _==^= 4 1/4' INSULATED AIR SPACE 16 - - --- 00.460'• � --- 5 3/16' TEMPERED GLASS j Notes: LAMINATED INSULATED 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. g) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). 1-0.600' GLAZING DEPTH 'SILIC❑NE ❑PTIONS" DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 LAMINATED INSULATED -0.600' GLAZING DEPTH LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL 5/16" LAMINATED GLASS COMPOSITION - TYPE A ITEM GLASS DESCRIPTION �3 DETAIL 1 1/8' ANNEALED GLASS .vs• - _ _ _ — _ 2 0.090' TROSIFOL PVB bye Kuraray America, Inc. ao9o• _ __ -- 3 1/8' ANNEALED GLASS t 1 0.340' 5/16" LAMINATED GLASS COMPOSITION - TYPE D ITEM GLASS DESCRIPTION �3 DETAIL I 1/8' HEAT-STRENGHTENED GLASS 2 0.090' TROSIFOL PVB by' Kuraray America, Inc. 44 • _- _ - - - 3 1/8' HEAT-STRENGHTENED GLASS 1 0.340' — 13/32" LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION �3 DETAIL 1 3/16' HEAT-STRENGHTENED GLASS -__ _ _ __ A�01/8• 2 0.090' SAFLEX PVB by( Eastman Chemical Co. 3//116 _ 3 1/8' HEAT-STRENGHTENED GLASS T 1 0.406' 7/16" LAMINATED GLASS COMPOSITION - TYPE H ITEM GLASS DESCRIPTION (3)- DETAIL 1 3/16' ANNEALED GLASS 3/16' =•__ _. 0.460' 2 0.090' SAFLEX PVB by' Eastman Chemical Co. .0.090' 3/16'= 3 3/16' ANNEALED GLASS } 7/16" LAMINATED GLASS COMPOSITION - TYPE I ITEM GLASS DESCRIPTION DETAIL'-� 1 3/16' ANNEALED GLASS i 3/16"ll 0090' T 2 0.090' TROSIFOL PVB by' Kuraray America, Inc. I ---„- -0.460 _- 3 3/16' ANNEALED GLASS I 7/16" LAMINATED GLASS COMPOSITION - TYPE .1 ITEM GLASS DESCRIPTION �3 3/16' DETAIL 1 3/16' HEAT-STRENGHTENED GLASS _ _ __.:_ --- 0.460' 2 0.090' SENTRYGLASS by Kuraray America, Inc. .0.090' 3/16' := __ = ___ 3 3/16' HEAT-STRENGHTENED GLASS 7/16" LAMINATED GLASS COMPOSITION - TYPE K ITEM GLASS DESCRIPTION 3 DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 3/16'- 0.090' 0.460' 2 0.090' TROSIFOL PVB by' Kuraray America, Inc. 3/16, ............ 3 3/16' HEAT-STRENGHTENED GLASS } 1 SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 LAMINATED MONOLITHIC 0.600' GLAZING DEPTH LAMINATED MONOLITHIC 0.600 GLAZING DEPTH LAMINATED MONOLITHIC GLAZING STOP ® CIRCULAR WOWS. LAMINATED MONOLITHIC 0.600' GLAZING DEPTH • • • • •� • •1 • • 'SILICONE OPTIONS' DOW CORNING 899 SCHNEE-M❑REHEAD 5731 TREMCO SPECTRUM 2 LAMINATED/MONOLITHIC GLASS TYPICAL GLAZING DETAIL • • • • • •••• •••• • •••a • • • • • • C) Z U) A GLASS DOORS 1" .�..W N• w .•• •W • •.U. •.z • ' Qs GT-1 E. ••W.j ti .a U � c't a I CID �a w q 0 4 c c � ••••• C •• • o .�..•• W' ( • F' F • .• ••• S. �• • . • LI • Wq. •••• E+• • z• 1 a N r w M a 0 ••"s S 0 I� 0 ta U a `o EC 8 ai N N U s a E i 0 I O PRODUCt REMO satoopktioswitil III tbdatoggide listeettece Ne l -IZ IZ -I tDate '1'�C'P,p• C�Piif� *`/to��a4gv.3GtEe$1��9�� ` V l� �r1 C3,. .4200-6200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES WIDTH LENGTH A B +/- DP C +/- DP D +/- DP E +/- DP F +/- DP G +/- DP H +/- DP I +/- DP J +/- DP K +/- DP L +/-'DP ,._ Sin.) (tn.) +/- DP 24" 68 68 68 68 65 68 68 68 68 78 65 68 30" 68 68 68 68 65 68 68 68 68 78 65 68 36" 68 68 68 68 65 68 68 68 68 78 65 68 42" 36" 68 68 68 68 65 68 68 68 68 78 65 68 48" 68 68 68 68 65 68 68 68 68 78 65 68 54" 68 68 68 68 65 68 68 68 68 78 65 68 60" 68 68 68 68 65 68 68 68 68 78 65 68 24" 68 68 68 68 65 68 68 68 68 78 65 68 30 68 68 _ 68 68 65 _ 68 68 68 68 78 65 68 36" 68 68 68 68 65 68 68 68 68 78 65 68 42' 48" 68 68 68 68 65 68 68 64.7 58.3 78 65 68 48" 68 68 68 68 65 68 68 56.6 51 78 65 68 54" x x x 68 65 68 68 56.6 51 78 85 68 60" x x x 68 65 68 68 , x x 78 65 68 24" 60" 68 68 68 68 65 68 68 68 68 78 65 68 30" 68 68 68 68 65 68 68 68 68 78 85 68 36" 68 68 68 68 65 68 68 68 68 78 65 68 42" x x x 68 65 68 68 64.7 58.3 78 65 68 48" x x x 68 65 68 68 x x 78 65 68 54" x x x x 65 x x x x 78 65 68 60" x x x x 65 x x x x 78 65 68 24" 72" 68 68 68 68 65 68 68 68 68 78 65 68 30" 68 68 68 68 65 68 68 68 68 78 65 68 36" x x x 68 65 68 68 65.5 68 78 65 68 42' x x x x 65 68 x x x 78 65 68 48" x x x x 65 x x x x 78 65 68 54" x x x x 65 x x x x 74.7 65 68 60" _ x x x x 65 x x x x 72 65 68 24" 68 68 68 68 65 68 68 68 68 78 65 68 30" 68 68 68 68 65 68 68 68 68 78 65 68 36" x x x 68 65 68 68 64.9 68 78 65 68 42' 74" x x x x 65 x x x x 78 65 68 48" x x x x 65 x x x x 75.6 65 68 54" x x x x 65 x x x x 71.5 65 68 60" x x _ x x 65 x x x x 68.7 65 68 24" 68 68 68 68 65 68 68 68 68 78 65 68 30" x x x 68 65 68 68 68 68 78 65 88 36" 84" x x x x 65 68 x x x 78 65 68 42" x x x x 65 x x x x 78 65 68 48" , x x x x 65 x x x x 73.5 65 68 24" 68 68 68 68 65 68 68 68 68 78 65 68 30" 96., x x x 68 65 68 68 x x 78 65 68 36" x x x x 65 x x x x 78 65 68 42" x x x x 65 x x x x 76.8 65 68 24" x x x 68 65 68 68 68 68 78 65 68 30" 108" x x x x 65 x x x x 78 65 68 36" x x x x 65 x x x x 74.7 65 68 24" x x x 68 65 68 68 x x 78 65 68 30" 120" x x x x 65 x x x x 78 65 68 36' x x x x 65 x x x x 74.1 65 68 J 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES WIDTH LENGTH A B C 0 E F G H 1 J K L (in.) (in.) +/- OP +/- DP +/- DP +/- DP +/- OP +I- DP +/- OP +l- DP +/- DP +/- DP +/- DP +/- OP 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 37" 26" 68 68 68 68 65 68 68 68 68 78 65 68 48' 68 68 68 68 65 68 68 68 68 78 65 68 53-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 38-3/8" 68 68 68 68 65 68 68 68 68 78 65 68 37" 68 68 68 68 65 68 '68 66.2 66.2 78 65 68 48" 68 68 68 68 65 68 68 63.8 63.8 78 65 68 ' 53-1/8" 68 68 68 68 65 68 68 63.8 63.8 78 65 68 19-1/8" 50-5/8" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 ; 37" 68 68 68 68 65 68 68 66.2 66.2 78 65 68 48" x x x 68 65 68 68 x 51 78 65 68 ' 53-1/8" x x x 68 65 68 68 x x 78 65 68 • 19-1/8" 58" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 • 68 37' 68 68 68 68 65 68 68 x 66.2 78 65 68 ' 48" x x x 68 65 68 68 x x 78 65 68 4" 53-1/8" x x x x 65 x x x x 78 65 68 •, 19-1/8" 63" 68 68 68 68 65 68 68 68 68 78 65 68 ' 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 ' 3T' x x x 68 65 68 68 x •66.2 78 65 68 •' 48" x x x x 65 68 x x x 78 65 68 53-1/8' x x x x 65 x x x x 78 65 68 19-1/8" 68 . 68 68 68 65 68 68 68 68 78 65 .68 26-1/2" 68 68 68 68 65 68 68 x 68 78 65 68 37" 74" x x x 68 65 68 68 x x 78 65 68 48" x x x x 65 x x x x 75.6 65 68 53-1/8" x x x x 65 x x x x 72 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 x 68 78 65 68 3T' 74-1/4' x x x 68 65 68 68 x x 78 65 68 48' x x x x 65 x x x x 75.2 65 _ 68 53-1/8" x x x x 65 x x x x 71.6 65 68 Notes (*): 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR lIFE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). L NOTE; WIDTH AND LENGTH 'DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. POLi1C f R€VISE° is censplying with the flibeith boding Cede .MtepanceNa ! 1Z/Z-/ Apiresise DetC7 redact Ceti-6 / to M 12 G rnEE O } W O 0 cW o • • • • • • '.... • • • •• • 0 0-0 8i a coo 04 O o A A co ci) CD C0 VItt) W 141 R E-1 z q .44 a • •�.. r .41.• • • �. w •t •.44 ..6.4 •Pk • • c • •.iw•p • o '• • •m O V O NP � Cq 31 W a C/: ( z a 0 n 0 N E eat v� - U a Wl.i•••• g 1 • a • • 0...... rn a• • .z • . • 52-1 A ' g• ... M'- ' WWes. • .... ro. lit_ t% IL .- O.� �.• . • BILL OF MATERIALS ITEM PART # DESCRIPTION MATERIAL REMARKS QUANTITY 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 REQD. GLAZING BEAD AT CIRCULAR WOWS. 6063—T5 — 9 VWS-004 AS REQD. GLAZING GASKET SOFT PVC — 10 * AS REQD. GLAZING SILICONE * — 1 1 PL 75.6020 AS REQD. SOFT PVC 1/8" X 1/8" X 2" GLAZING SETTING BLOCK 12 812-25H-357 AS REQD. "TruSeal" Dura Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE WINDOW FRAME EXTRUSION DETAILS 2.643 1.281 1 lg.- .310 �- 78 062 TYP 81 .850.040 .391 -� d f-- .050 TYP, 773 1 1-,----1,509--a FRAME HEAD/SILL/JAMB 2 GLAZING STOP (5/16" GLASS) .310 .850.040 1 r �i t ,850 .040 i.250 .272 050 TYP, J.773L 3 GLAZING STOP (3/8" & 13/32" GLASS) 050 TYP. 4 GLAZING STOP 1^7 773 F��• (7/16" GLASS) .050 850 ,310 •115 .9 050 2 ,050 .0 2 TYP. t .050 j TYP. 5.684 INSULATED W/ 5/16" LAMINATED L GLAZING STOP GLASS 6 INSULATED W/ 7/16" LAMINATED .800 GLAZING STOP GLASS .050 TYP, 1 B08 I- 0.090' BUTACTTE PVB by. 8 .466 Kuraray America, GLAZING STOP (CIRCULAR WDW.) Inc SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE UMITATIONS. ALUMINUM MULLION (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN INTERIOR EXTERIOR EXTERIOR GRADE PERIMETER CAULKING FRAME HEM 1/2' X 3-1 AALL X .053 /10 X s//4' PH S►IS 4 PER STRAP ALrolwTE 1 /6' ALL 4 R'.CTS FASTENED PROP WSbE TO OUTSIDE OF RAVES CIRCULAR WINDOWS OR MITER CORNERS FRAME RADIUS JOINT FRAME JAM@ O z 0 U, co • • • • RECT. OR SQUARE WINDOWS 4 • • . TYPICAL CORNER CONSTRUCTION FRAME END CORNER FRAME CORNER & JOINT DETAILS SEALANT: FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE 6 12 X 3/4' S,D.S. FLAT HEAD, PHILLIPS. AT 12' O.C. MAX. WINDOW FRAME FRAME MULLING DETAIL PERIMETER SEALANT I RODUCI'REVISED as eoanptying with the F1oeith bidding Coda Aoe: tgsee Na ) 7-^1012.13 Espintliont itater'ruG Z7.,"Z0)l-- :, i a� �irultui SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. INTERIOR NOTE: THE LOWER PRESSURES OF 1/4' MAX, THE WINDOW OR MULL SHALL GOVERN SHIM # 12 S.D.S. X 1 1/4" L. AT 12' O.C. MAX. WINDOW FRAME EXTERIOR E 1 NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048") B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL CtI b. Po- c O (00 0 A TO o 4 M I r▪ 4 aal 1 A so r o• M W c z o d 20- 4 L4 •w.• • W a In ua w •• • • Z. • ee �• •• • • .•. • w • •.• .•••• • A O 0 8 0 ai LV w 0 1 0 1 z t`.etittIlit id'It n_.a • ` J,i • I p" DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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—LZade Cdiaw. Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miatni`Dade County).reserve • • the right to have this product or material tested for quality assurance purposes. Irtlft•produat•oiiinateri�j. • fails to perform in the accepted manner, the manufacturer will incur the expense o! such'testing and the AI•UJ may immediately revoke, modify, or suspend the use of such product or materials in the f of dictiari • RER reserves the right to revoke this acceptance, if it is determined by Miami—DadeJCGunty Product Contfdl: • • • Section that this product or material fails to meet the requirements of the applicableb'�ilding de4c„ • • • This product is approved as described herein, and has been designed to comply:awith:the Florida Building • Code, including the High Velocity Hurricane Zone.-• .. DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window 'LW. W. • • , •• . APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Isatails'- LM & • SM", sheets I through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Iiterature. 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# 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade 2ov/economy NOA No. 17-0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 Page l PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading Rer FBC, TQ'B202-94 2) Large Missile Impact Test per FBC, TAS 2151; 94; •• • •' • • • •; • 3) Cyclic Wind Pressure Loading per FBC, TA 'si43-94 '.. •.: ...... • along with marked -up drawings and installation diagram of a•PV`C•sliding glass door, . a PVC fixed window and an aluminum sliding glass door, usi g laadisp .e 4SG TFa • •: spacer system, Duraseal' spacer system, Super Spacer'' NXTTVspacer system and xt: •'. EdgeTM spacer system at insulated glass, prepared by Fenestrat on•TestirigLa13oratoile::. Inc., Test Reports No. FTL-8717, FTL-8968 and FTI;'70, dated• 11/16/15,.• 06/07/16 and 06/02/16 respectively, all signed and sealed by tdahpis Ortega, R.E. .... : • (Submitted under previous NOA No. 16-0629.21) •• • •.. • •..... •• 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 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P .E. Product Contro Exam tier NOA No. -0 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT 1 ED E. MATERIAL CERTIFICATIONS ✓1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS • • • 2. Statement letter of no financial interest, dated June 9, 2015, •issued by ManeLfacturer, signed and sealed by Anthony Lynn Miller, P.E. ..,.•. • •• • 3. Proposal No. 16-0125 issued by the Product Control Section, daied'March.0►9.2016 ... signed by Ishaq Chanda, P.E. • .•.. • • 1. Statement letter of conformance, complying with FBC 5th E�itioP (201'4)''and with• •: • FBC 6th Edition (2017), dated August 29, 2017, issued by rxax €acturet,,sigped and•'. • sealed by Anthony Lynn Miller, P.E. • ....... • • • • (Submitted under previous NOA No. 16-0629.21) G. OTHERS • •• ...... • • • , . • • • • • • • • •• . • • • ••• • 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/ 11 /18. Manuel Product Contro NOA No. • . ...... • • Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-2 • GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE • COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSIIAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Types Sheet # 1 5/16" Lami (1/8 An - .090" PVB - 1/8 An) 5 2 7/16" Lami (3/16 An - .090" SG - 3/16 An) 6 3 7/16" Lem' (3/16 HS - .090" SG - 3/16 HS) 7 4 7/8" Lemi. IG (1/8" An - 7/16" Air - 1/8" An - .090" PVB - 1/8" An) 5 5 7/8" Lami. IG (1/8" T - 7/16" Air - 1/8" An - .090" PVB - 1/8" An) 8 6 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" Art - .090" SG - 3/16" An) 9 7 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" HS - .090" SG - 3/16" HS) 7 8 7/8" Lami. IG (3/16" T - 1/4" Air - 3/16" An - .090" SG - 3/16" An) 9 9 7/8" Lami. IG (3/16" T - 1/4" Air - 3/16" HS - .090" SG - 3/16" HS) 7 "PVB"= TROSIFOL® gVB BY KURARAY AMERICA, INC. "SG"= SENTRYGLAV BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4" MAX. A 69" VISIBLE LIGHT HEIGHT (DLO) 4" MAX. 37" WIDTH 25.476" MAX. O.C. IF WIDTH IS UNDER 33.476" (HEAD & SILL ~ r--�- B, SEE SHEET 2 \ / --_. .. - _ 1.i 1\ / ----•-•-------------•-•---- \ \ \ I I / / / I / / / \ g __ / ✓ I 1 I TB t" 17-1/2" MAX. A, SEE O.C. SHEET 2 6" MAX. O.C. USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26" OR OVER 5/16" LAMINATED GLASS STACK 1/8" ANNEALED 0� GLASS OR 0 ( 111 EXTERIOR GLASS TYPE 1 7/8" NOM. GLASS STACK 7/16" AIRSPA 1/8" ANNEALED OR TEMPERED GLASS EXTERIOR a 76" HEIGHT 14-1/2" MAX. O.C. IF WIDTH IS 33.476" & OVER (HEAD & SILL) 30" VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 GENERAL NOTES 1 ELEVATION 1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES 4 DESIGN PRESSURES 5-9 ASSEMBLY DETAILS/BOM 10 EXTRUSIONS/SPACER 11 ``�,111IIIr/t,7 �oNV LYNN 4,/'", • No. 58705 • '13 i =Tin 6 : • • SA A. LYNN MILLER, P.E. P.E.# 58705 .090" TROSIFOL®PVB BY KURARAY AMERICA, INC. 1/8" ANNEALED GLASS 4 11/16" GLASS BITE 5/16" LAMINATED GLASS STACK 1/8" ANNEALED GLASS 7/16" LAMINATED GLASS STACK 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS EXTERIOR 7/8" NOM. GLASS STACK .090" TROSIFOL®PVB 1/4" AIRSPACE BY KURARAY 3/16" ANNEALED AMERICA, INC. GLASS .090" SG® BY KURAF AMERICA, INC. 3/16" ANNEALED OR HEAT-STRENGTHENI GLASS • • • • • ••• w •. ••••••• •••.•• •• • •••• • GLASS TYP.E$ 2 & 3• ..•.• • • • . • .. ••.•• ••• • 7/16" LAMINATED • • gLASS€TACK • 346" ANNEALED OR • HEPiT'STRENGTHEIPL• • • • 098" SG® BY KUF AMERICA, INC. 1/8" ANNEALED GLASS 11/16" GLASS BITE GLASS TYPES 4 & 5 7/8" NOM. GLASS STACK 1/4" AIRSPACE 3/16" TEMPERED GLASS EXTERIOR a EXTERIOR •• •. • 3/16" ANNEALED OR HEAT -STRENGTHENED 4 11/16" GLASS BITE GLASS TYPES 6 & 7 7/16" LAMINATED GLASS STACK 3/16" ANNEALED OR EAT -STRENGTHENED GLASS .090" SG® BY KURARAY AMERICA, INC. 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS 4 11/16" GLASS BITE GLASS TYPES 8 & 9 Revised By: JR Dote: 05/25/17 Revision: UPDATED ANCHORAGE PER FBC 2017. Revised By: Dote: Revision: PRODUCT REVISED as complying with the Florida Building Code Acceptance No / E ira ' Date By Pdia i r Product O(o Jg"-& 1 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT C 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Description: GLAZING DETAILS Drown By: J ROSOW. Title: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/Of CERT. OF AUTH. #29296 Series/Model: CA-740 Scale: NTS Sheet: 1 OF 11 Drawing No. MD-CA740-LM INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EXTERIOR a EDGE DISTANCE AS REQUIRED PER TABLE 3, SHEET 4 35-37 ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB WINDOW HEIGHT VISIBLE LIGHT HEIGHT (DLO) ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB m Ari---- i Lc o I,—:; O I,,., I•4=iT� TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. CONCRETE PER ANCHOR REQUIREMENT EDGE DISTANCE EMBEDMENT JAMB HARD- WARE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. BUCK HEIGHT ATTACHED TO FRAME JAMB EDGE DISTANCE VERTICAL SECTION B—B CONCRETE/CMU PER ANCHOR REQUIREMENT I� 41\111\1A EDGE DISTANCE EMBEDMENT — OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4" MAX SHIM ATTACHED TO VENT SILL FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. SEE DETAIL A1, BELOW 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM EMBEDMENT 001 Illy iri �•\`1‘� f 1 LYNN A '/, ,- '�� ' �,10ENS�c ' /� ', • `— * No. 58705 ::,--01.a .*:x17 i„s'•.ftORt0p.`.•. .,Q.STT /,/% '`�CG'` ''/A7.FLOYN;NNIIAMlILLELlllE\R�,P\.E P.E.# 58705 BUCK WIDTH ATTACHED TO \RAME SILL BELOW OPERATOR ARM ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A —A I-- SEE DETAIL A2, BELOW INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAD I.- t > Window Width Anchor Type B, C & D A 17"-25.9" 1 0 26"+ 1 1 Horiz. FAT Window Height Anchor Type A B, C & D 17"-25.9" 1 0 26"+ 1 1 Revised By: JR Date: 05/25/17 Revision: NO CHANGES THIS SHEET. • • • •••• • • .STE L • ' § Is .DRILLIt '. SMS, SEE r' • • ••3,SHEET4..••.•' • • • • • • •• ••••• • •• • • • • •.••• . •. �bGE QISTANCE . . .: • • •••••• • Q4DF APPRO44E• • • t jtQltl, ALUP IN ' STEEL FRAMING STEEL STUD. EXTERIOR EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH - 13-' WIDTH, EGRESS HINGE: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 6 VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 Revised By: Dote: Revision: PRODUCT REVISED as complying with the Flprida Building Code Acceptance NO /% *Dili 4 * 14 L , ration Date 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT SI 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Description: CROSS SECTIONS & INSTALLATION Drown By: J ROSOW; Title: CASEMENT WINDOW DETAILS — LM & SM Dote: 08/0E CERT. OF AUTH. #29296 Series/Model: CA-740 Scofe: NTS Sheet: 2 OF 11 Drawing No. MD—CA740—LM CASEMENT (X) WINDOW HEIGHT I WINDOW 1 WIDTH 740 SERIES CASEMENT EXTERIOR WINDOW FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) 740 SERIES CASEMENT WINDOW FIGURE 1: F r--i C \ } / 10", SEE NOTE 7, THIS SHEET 10", SEE NOTE 7, THIS SHEET AWNING / CASEMENT / FIXED CASEMENT (XXO) e 740 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW FIGURE 2: MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES FRAME ASSEMBLY TUBE HORIZONTAL SECTION C-C 740 SERIES CASEMENT WINDOW MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES EXTERIOR 740 SERIES AWNING i� WINDOW D FRAME ter► ASSEMBLY TUBE 740 SERIES CASEMENT --}- WINDOW FRAME ASSEMBLY E TUBE 740 SERIES FIXED WINDOW'` "SEE PRODUCT'S NOA FOR INSTALLATION SPECS 740 SERIES AWNING WINDOW" FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIOR a \\ 1 vz 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW" FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE", DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3, NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 63" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) Vert. FAT Window Width Anchor Type B, C & D A 17" - 25.9" 1 0 26"+ 1 1 Hortz. FAT Window Height Anchor Type A B, C & D 17"-25.9' 1 0 26"+ 1 1 PRODUCT REVIS as complying with the Florida Building Code Acceptance No 1 a Expiration Date "Gt • • • •••• • •••� • •••• •••••.• • 1• • •• ,• ••Q. • LLB a▪ • c 0 0 Z • •••• • • • • •• • • .• • II • a •• •• • • •••• • • ••••• • • • • • • • N a0 O CO O 0 c. 0 cc No. 58705 is 00000 •. •••••• • • • • • ••••• • •••• • • U) ors • 2. co i0 0 2 co 0 •••• • • • •••• • •••• • • TABLE 4: Window Anchors Required Window Width (in) under23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Ancho Group Anchor Group Anchor Group Anchor Group Ancho Group Ancho Group Anchor Group A B C D A B CD A B C D A BCD A BCD A B C D A BCD Window Height On) under Zs' Jamb 2 2 2 2 2 2 2 2 2 2 2° 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/SII 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 4 3 3 3 5 3 3 3 25-15/16' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 5 3 3 3 5 3 3 3 38-318" Jamb 8 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 48„ Jamb 6 4 4 4 8 6 4 4 8 6 4 4 8 6 4 4 8 6 4 4 8 6 4 4 8 8 6 4 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 8„ Jamb 8 6 4 4 8 6 4 4 8 6 4 4 8 6 4 4 10 6 6 4 10 6 6 4 10 8 8 4 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 Jamb 8 6 6 4 10 6 6 4 10 6 6 4 10 8 6 4 12 8 6 4 12 8 6 4 12 8 6 4 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 " Jamb 10 6 6 8 10 6 6 6 10 8 6 6 12 8 6 8 12 8 8 6 12 8 6 6 12 8 6 6 Head/SIII 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 72' Jamb 10 8 6 6 12 8 6 6 12 8 8 8 14 8 8 8 14 8 8 6 14 8 8 6 14 8 8 6 Head/SiII 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 5 3 3 3 5 3 3 3 78 Jamb 12 8 6 6 12 8 8 6 14 8 8 6 14 10 8 8 14 10 8 6 14 10 8 6 14 10 8 6 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 4 3 3 3 5 3 3 3 84 Jamb 12 8 8 6 14 10 8 6 14 10 8 8 16 10 8 8 16 10 8 6 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Min Embedment Anchor Plate Required? A • #12, steel SMS (G5) S. Pine 5/8" 1" 13/8" No 6063-T55 Alum. 3/8" 5/8" .063" No A36 Steel 318" Sl8" .050" No A853 Stud, Gr. 33 3/8" 5/8' .045". 20 Ga. No #14, steel SMS (G5) or#14, 410 SS SMS S. Pine 5/8" 1" 1.3/8' No 6083-75 Alum. 3/8" 5/8' .063" No A36 steel 3/8" 5/8" .050' No A653 Stud, Gr. 33 3/8' 5/8" .045", 20 Ga. No 8 1/4" steel Ultracon 2.85k Concrete 2-1/2" 4" 13/8" No Hollow Black 1' 8' 1-1/4" No Hollow Block 2-1/2' 5' 1-1/4 No C 1/4' steel Ultracon Hollow Block 1" 8" 1-1/4" Yee 1/4" 410 SS CreteFlex 3.35k Concrete 1' 5' 1-3/4" No Hollow Block 2-1/7 5' 1-1/4' No D #12, steel SMS (G5) or #12, 410 SS SMS S. Pine 5/8' 1" 1-318" Yes 6063-T5 Alum. 3/8" 5/8' .0713" Yes A36 Steel 3/8' S/8' .050' Yes A853 Stud, Gr. 33 3/8' S/8" .045", 18 Ga. Yes #14, steel SMS (G5) or #14, 410 S8 SMS S. Pre 5/8" 1" 1-3/8" Yes 606345 Akan. 3/8" 5/8" .0713" Yes A38 Steel 3/6" 5/8' .050' Yes A653 Stud, Gr. 33 3/8" 5/8' .045', 18 Ge. Yes 1/4" steel Ukrecon 2.85k Concrete 1" 4" 13/4" Yes 2.85k Concrete 2-1/2' 4" 13/8" Yes Hollow Block 2-1/7 5" 1-1/4" Yes Filled Block 2-117 4" 1-3/4" Yes 1/4' 470 8S CreteFlex 3.35k Concrete 1" 8" 1-3/4" Yes 3.35k Concrete 2-1/7 6" 1' Yes Hollow Block 2-1/7 6' 1-1/4" Yes 5/18" steel Ultracon 3.5k Concrete 1-1/4' 5' 13/4" No Hollow Block 3-1/8" 5' 1-1/4" No Filled Block 2-1/7 5' 1-3/4" No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. Jamb Snubber Locations Glass Type: PVB (Types 1, 4 & 5) SG (Types 2, 3 & 6-9) go isless 63` and Requiredeach 12" max. from end & 30" max O.C. over �" 12" max. f om each end & 30" max O.C. 12" max. from each end & 30" max O.C. x RoDUCr REVISED zs complying with the Florida Building Code 1 -�=� • Acceptance No ? e-W r,xpiratiort Date • • • • • • • • • • . • • • • "PVB"= TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG"= SENTRYGLAS®BY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" HEAT -STRENGTHENED, LAMINATED GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +70/-85 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING(HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +70/-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). Material Mln. Fy Min. F, Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksl Elco UltraCon® 155 ksi 177 kid 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 8063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi SAMPLE CONFIGURATIONS: X } <; X 0 J0 0 NOT ALLOWED WITH FRAME ASSEMBLY TUBE 0 X:› X'� 0 •••.. • ••••• • •N• •.�. • ••-.I• •• DO- • • •Li"i . a 0 a x N 00 0 • • • • . r • • •• •• • • • • • •• •• • • ••.• .•.•• • • • • `\�\lilt ••.••. •• • •••••• • • ••••.• • . ••••. • • ••••• 2••••• • 00000• • w ,n cc N o(NI o r Mo c� f OJ I H a' U. o = w a c w Z e t >o 0 rZ � 1lIli ‘.�D�Y•LYNH�. • *00000 No. 58705 • a� '',s%NAL 0'10 7- l///!lilt\\\\ A. LYNN MILLER, P.E. P.E.# 58705 FOR GLASS TYPES: -I; TABLE 5: Design Pressure (psf) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 38-3/8' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 48' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-91 50-5/8" +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-89.2 i 60" +70/-90 +70/-90 +70/-90 +70/-88.5 +701-80.6 +70/-77.7 +70/-74.3 t 83" +70/-90 +70/-90 +70/-90 +70/-84.3 +70/-76.5 +701-73.7 +70/-70.1 72' +70/-90 +70/-87.2 +70/-77.7 +60/-71.5 +80/- 62.4 +60/- 60.9 +/- 59.3 78" +70/-90 +70/-84.8 +70/-75.7 +/-67.3 +/- 58.9 +/- 57.2 +/- 55.6 84' +70/-90 +70/-80.4 +70/-71.3 +60/-62.1 +1- 54.2 • 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB"= TROSIFOL®PVB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (psi) br Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" _ 30" 33-1/7' 35" 37' Anchor Group Anchor Group Anchor Group _ Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B C&D A B C&D A B,C&D A B,C&D g lis under 23" +70/-90 +70/-90 +70/-90 +70/-90 ` +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 " +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/•90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 • +70/-90 +70/-90 +70/-90 38-3/8" +70/-90 +70/-76.4 +70/-90 +70/-90 +70/-84.5 +70/-90 +70/-90 +701-79 +70/-90 +70/-90 +70/-73 +70/-90 +70/-90- +70/•81.8 +70/-90 +70/-90 +701-78.3 +70/-90 +70/-74 +70/-90 48" +70/-76.2 +/-61.1 +70/-73.1 +70/-90 +1.67.5 +701.90 +70/-90 +/.83.1 +70/-90 +70/-90 +/58.4 +70/-90 +701-90 +/•65.4 +70/-83.9 +70/-90 +/-62.6 +70/-90 +/-59.2 +70/-90 50-5/8" +701-72.3 +/-57.9 +1-69.3 +70/-90 +/-64 +701.90 +70/-90 +/-59.9 +701-90 +70/-90 +/-55.4 _ +70/-88.7 +70/-90 +/-62 +70/-79.5 +70/-90 +/-59.3 +70/-90 +/-56.1 +70/-89.2 60" +/-61 +/•48.9 +/-58.5 +70/-90 +/-54 +70/-86.6 +701-90 +/50.5 +70/-81 +70/-90 +/-46.7 +70/-74.9 +70/-88.5 +/-52.3 +/-67.1 +70/-80.3 +/50.1 +70/-77.7 +/-47.4 +70/-74.3 63" +1-58.1 +/-46.5 _ +/-55.7 +70/-88.7 +/-51.5 +70/-82.5 +70/-90 +/-48.1 +70/-77.1 _ +70/-90 +/-44.5 _ +70/-71.3 _ +70/-84.3 +/-49.8 +/-63.9 +70/-76. 5 +1.47.7 +70/-73.7 +/-45.1 +70/-70.1 • Design Pressure (pst) Tor Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23' 25-15/16" 273/4' 30" 33-1/2' 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A B C&D A B C&D A B C&D ' i i under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90'+70/37.6 +70/-90 +70/-90 +7W-83.8 +701-90 +70/-90 +70/-79.2 +70/-90 25-15/16' 470/-90 +70/90 +7W-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 38-3/8' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/90 +70/-90 +70/90 +70/90 +70/-88.8 +70/90 +70190 48" 470/-90 +70/90 +70/-90 +701-90 +70/-90 +701-90 +70/90 +70/-90 +70/90 +70/90 +70/90 +70/-90 +70190 50-5/8" +70/-90 +70/90 +70//-90 +70/90 +70/-90 +70/90 +70/90 +70/90 +70/-90 +70/90 +70/-89.2 +70/-89.2 +70/S9.2 60' +70/-90 +70/-90 +70/-90 +70/-88.5 +70/-80.6 +70/-80.6 +70/.80.6 +70/-77.7 +70/-77.7 +70/-77.7 +70/-74.3 +70/-74.3 +70/-74.3 63" +70/90 +70/-90 +70/-90 +70/54.3 +70/-76.5 +70/-76.5 +70/-76.5 +70/-73.7 +70/-73.7 +70/-73.7 +70/-70.1 +70/-70.1 +70/-70.1 72" +70/-90 +70/-07.2 +70/-77.7 +70/-71.5 +60/-62.4 +60/-62.4 +60152.4 +60/-60.9 +60/-60.9 +60/-60.9 +/59.3 +/-59.3 +/-59.3 76" +70/90 +70/54.8 +70/-75.7 +/57.3 +/-58.9 +/58,9 +/-58.9 +/-57.2 +/57.2 +157.2 +/-55.6 +/55.6 +1-65.6 84" +70/-90 +70/-80.4 +70/-71.3 +60/82.1 +/54.2 +/ 54.2 +/54.2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME ASSEMBLY TUBE a ADDITIONAL ANCHOR (4), IF REQ. WINDOW HEIGHT 1 A I 10" MAX. WINDOW -'-1 WIDTH �"~ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCT REVISED complying with [befriends Building Code p Acceptance No I -d - 4. 4 Ex .iration Date • • • • •• • •••• •••• . ••.• ••2• ••m• • Q a • H O 0 N ,42 0 cn 0 Q� • • • • • .•• • • • • • • • •• •• • •• • • •• • . 111 I a g90 (75 o0 •••••• •. • • • ••••• • • ••••• 2.... • • r J W 0 0 z z W W t/) <C `�ktlttlrr /../ `. 'BONY LYNN //i% * No.58705 ?'o' 6sA b7 ) ice« •• �CORIOF` 6F /'/// /4NAL E `\.‘. A./Lt14 *4 MILLI fit, P.E. P.E.# 58705 • FOR GLASS TYPES: Design Pressure (psf) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" under 23" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 25-15/16" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 38-3/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 5, 48" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 = 50-5/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 60" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 t 63" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-129.6 72" +90/-130 +90/-130 +901-130 +90/-130 +90/-129.1 +90/-122.5 +90/-113.8 76" +90/-130 +90/-130 +90/-130 +90/-130 +90/-124.1 +90/-116.7 +90/-107.8 84" +90/-130 +90/-130 +901-130 +90/-130 +90/-116.4 WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) "SG"= SENTRYGLAeBY KURARAY AMERICA, INC. I AdLC U; Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/18" 27-3/4" 30" 33-1/2" 35" 3T' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B C D A " B C D A B C D A B C 0 r25-15/16" x k g under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90' +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +70/-90 +701-90 +70/-90 38-3/8" +70/-90 +70/-76.4 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 48" +70/-78.2 +/-61,1 +70/-73.1 +7W-90 +70/-84.4 +70/-90 +70/-90 +70/-78.9 +70/40 +70/-90 +7W-73 +70/-90 +70/-90 +70/-90 +70/-78,5 +70/-90 +70/-90 +70/-90 +70/-75,1 +70/-90 +70/-90 +70/-90 +70/432.9 +70/-90 +70/-90 +70/-90 50-5/8" +70/-72.3 +1-57.9 +1-69.3 +70/-90 +70190.1 +701-90 +70/-90 +70/-74.8 +70/90 +70/-90 +/-89.2 +70/438.7 +70/-90 +70/-90 +70/-74.4 +70/-90 +70/-90 +701-90 +70/-71.2 +70/90 +70/-90 +70/-,90 +701-78.6 +70/•89.9 +70/-90 +70/-90 60" +/-61 +/-48.9 +/-58.5 +70/-90 +/-67.5 +701-88.6 +70/-90 +/-83.1 +70/-81 +70/90 +1-58.4 +70/-74.9 +70/-89.8 +701-90 +/-62.8 +70/-83.9 +70/-80.3 +70/-90 +/•80.1 +701.80.2 +70/-90 +70/-90 +/-68.3 +70/-75.9 +70/-90 +70/-90 63" +/-58.1 +/•46.5 +/-55.7 +70/-88.7 +1-84.3 +70/-82.5 +70/-90 +/-60.1 +70/-77.1 +70/-90 +/-55.6 +701-71.3 +70/-85.3 +70/-90 +/-59.8 +70/-79,9 +70/-76.5 +70/-90 +/-57.2 +70/-76.4 +70/-90 +70/-90 +/-63.1 +70/-72.3 +70/-86.5 +70/-90 • Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube Window Width ' under 23* 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A B C& D A B C& D A 8 C& D 148" under 23" +70/90 +70/-90 +70/A0 +70/-90 +70/-90 +701-87.6 +70/-90 +70/-90 +70/-03.8 +70/-90 +70/-90 +70/-79.2 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-87.6 +70/-90 +70/-90 38-318" +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-00 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +701-90 +70/-90 +70/-90 50-5/8" +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 60" +70/-90 +701-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 63" +70/-90 +701-90 +70/90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 72" +70190 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 76" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701.90 84" +70/-90 +70/-90 +70 -90 +70/-90 +70/-90 +70/-90 +70/-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME ASSEMBLY TUBE WINDOW HEIGHT i 10" MAX. 1-- ADDITIONAL ANCHOR (4), IF REQ. ___...1WIDTH I WINDOWi_ !-� SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. ia3u1 pi4'ing with tfw FIceti4a Rtrt4tug Code AptRnce No-14. t� 'raticlt Date r'1� _ 14 • • • ••••' • ••.•, •••. • ••w• ••_d• • • • . •• • 0a0 • 7 • • •••• • • , •• ., • r• . r • • •• •• • ••. ••Z W W Z c 0 o •a uW o 0 • • • • • • •• •••• 21. U) off' • w 0 0d O is �� N 0_J I610 o c =Lia W Z j�U 0 rZ t,ttt, .? . • �,10ENSF ' . < •* No.58705 Q S A OF •' G v '•.PtORtO?'.•• /'51 TOrNAL - �'.. A. LY�I�lI,J1ILLER, P.E. P.E.# 58705 •••. � • •••• • ••.• • FOR GLASS TYPES: Design Pressure (psf) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" 1Mndow Height f under 23" +90/-130 - +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 25-15/16" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 38-3/8" +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 48" +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 50-5/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 60' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 63' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 72" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 76" +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 84" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 • 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) "SG"= SENTRYGLAS®BY KURARAY AMERICA, INC. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as complying with the Florida Building Code Acceptance No I Expiration Date By Miami ode Product C • • • • • •••• Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35' 37" Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B C D A B C _ D A B C D A B C D E x z48" g under 23" +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/90 +70/90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/ 90 +70/-90 +70/-90 +70/90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/18" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 38-3/8"co +70/-90 "+70/-76.4 +70/-90 +70/-90` +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-78.2 +/-61.1 +701-73.1 +70/-90 +70/-84.4 +70/-90 +70/-90 +70/-78.9 +70/-90 +70/-90 +70/-73 +70/-90 +70/-90 +70/-90 +70/-78.5 +70/-90 +70/-90 +70/-90 +70/-75.1 +70/-90 +70/-90 +70/-90 +70/-82.9 +70/-90 +70/-90 +70/-90 50-5/8" +70/-72.3 +/-57.9 +1.69.3 +70/-90 +701-80.1 +70/-90 +70/-90 +70/-74.8 +701-90 +70/-90 +/-89.2 +70/-88.7 +70/-90 +70/90 +701-74.4 +70/-90 +70/-90 +70/-90 +70/-71.2 +70/90 +70/90 +70/-90 +70/-78.6 +70/-89.9 +70/-90 +70/-90 60" +1.61 +1-48.9 +/-58.5 +70/-90 +/-67.5 +70/-88.6 +701-90 +/-63.1 +70/-81 +70/90 +/-58.4 +70/-74.9 +70/-89.6 +70/-90 +1-62.8 +70/-83.9 +70/-80.3 +70/-90 +/-60.1 +70/-80.2 +70/-90 +70/-90 +/-66.3 +70/-75.9 +70/-90 +70/-90 63" +/-58.1 +/-48.5 +/55.7 +70/-88.7 +/-64,3 +70/-82.5 +70/90 +/90.1 +70/-77.1 +70190 +/-55.6 +70/-71.3 +70/-85.3 +70/-90 +/-59.8 +70/-79.9 +70/-76.5 +70/-90 +/-57.2 +70/-76.4 +70/90 +70/-90 +/-63.1 +70/-723 +70/•86.5 +70/-90 • Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4' 30" 33-1/2' 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A B C & D A B C & D A B C & D Window Height under 23" +70/-90 +70/-90 ' +70/-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 +70/-83.8 +70/-90 +70/-90 +70/-79.2 +70/-90 25-15/16' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-87.6 +70/-90 +70/-90 38-3/8" +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 50-5/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 60" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 83' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 72° +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 76" +70/90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 84" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME ASSEMBLY TUBE WINDOW HEIGHT i i 10" MAX. 1-- ADDITIONAL ANCHOR (4), IF REQ. WINDOW WIDTH t� _.....I SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • ••••• •••• • oa a • • • • • • • • I` vLO Qo - • • • •• •• • • • • • •• • LLJ 0- (1) 111 0 ,n (n mW O •••••• • •• • • •••••• • • ••••• • • ••••• 2•••.• co • • • J • I `\\y�4141111/r1 BOlLYN:4\.cEN6:: Y ,,i t o.587 1 •. OO'' A. LYI(IIi LI1R, P.E. P.E.# 58705 FOR GLASS TYPES: • Design Pressure (pst) for Single Windows, All Anchor Groups - Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" under 23" +70/-90 +70/-90 +70/-90 +701-90 +701/-90 +70/-90 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 38-3/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 50-5/8" +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 60" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-88.8 +70/-84.6 63" +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.2 +70/-84 +70/-79.9 72" +70/-90 +70/-90 +70 -88.5 +70/-81.5 +60/-70 +80/-69.4 +60/-67.6 76" +70/-90 +70/-90 +70/-86.3 +70/-76.7 +60 -67.2 +60/-65.2 +60/-63.3 84" +70/-90 +70/-90 +70/-81.3 +60/-70 +60/-61.8 15 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB"= TROSIFOL®PVB BY KURARAY AMERICA, INC. WINDOW HEIGHT 1 WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT RE Ivy eoniptyin with l/ Florida Building Code Axtanee E%pira'". £7• e • • • • a. •••• • . •••• 111f.1LL Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B C D A B C 0 A B C&D A B C&D under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 E 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 I38-3/8" +70/-90 +70/-76.4 +70/-90 +70/-90 +70/-84.5 +70/-90 +70/-90 +70/-79 +70/-90 +70/-90 +701-73 +70/-90 +70/-90 +70/-90 +70/-81.8 +70/-90 +70/-90 +70/-90 +70/-78.3 +70/-90 +70/-90 +70/-74 +70/-90 +70/-90 48° +70/-76.2 +/-61.1 +70/-73.1 +70/-90 +/-67.5 +70/-90 +70/-90 +/-63.1 +70/-90 +70/-90 +/-58.4 +70/-90 +70/-90 +70/-90 +/-85.4 +70/-83.9 +70/-90 +70/-90 +/-62.6 +70/-90 +70/-90 +/-59.2 +70190 +70/-90 1 50-5/8" +70/-72.3 +/-57.9 +/-69.3 +70/-90 +/-64 +70/-90 +70/-90 +/-59.9 +70/-90 +70/-90 +/-55.4 +70/-88.7 +70/-90 +70/-90 +/-62 +70/-79.5 +70/-90 +70/-90 +/-59.3 +70/-90 +70/-90 +/-56.1 +70/-89.9 +70/-90 g 80" +/-61 +/-48.9 +/-58.5 +70/-90 +/-54 +70/-86.6 +70/-90 +/-50.5 +70/-81 +70/-90 +/-46.7 +70/-74.9 +70/-89.6 +70/-90 +/-52.3 +/-67.1 +70/-80.3 +70/-90 +/-50.1 +70/-80.2 +70/-88.6 +/-47.4 +70/-75.9 +70/-84.6 63" +/-58.1 +/-46.5 +/-55.7 +70/-88.7 +/-51.5 +70/-82.5 +70/-90 +/-48.1 +70/-77.1 +70/-90 +/-44.5 +70/-71.3 +70/-85.3 +70/-90 +/-49.8 +/-63.9 +70/-76.5 +70/-87.2 +/-47.7 +70/-76.4 +70/-84 +/-45.1 +70/-72.3 +70/-79.9 • • Design Pressure (pat) for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23" 25-15116" 27-3✓4' 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A B C&D A B C&D A B C&D i f 1 S under 23" ' +70/-90 k +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 +70/-83.8 +70/-90 +70/40 +70/-79.2 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 38-3/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70 -88.8 +70/-90 +70/-90 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 50-5/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-89.8 +70/-90 +70/-90 60" +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/438.6 +70/-88.6 +70/-88.6 +70 -84.6 +70/-84.6 +70/-84.6 63" +70/-90 +70/-90 +701-90 +70/-90 +70/-87.2 +70/-87.2 +70/-87.2 +701-84 +70/-84 +70/-84 +70/-79.9 +70/-79.9 +70/-79.9 72" +70/-90 +70/-90 +70/-88.5 +70/-81.5 +60/-70 +60/-70 +60/-70 +60/-69.4 +60/-69.4 +60/-69.4 +60/-67.6 +60 -67.6 +80/-67.6 76" +70/-90 +70/-90 +70/-86.3 +70/-78.7 +60/-67.2 +60/-87,2 +80/-87.2 +601-652 +60/435.2 +60/-65.2 +60/-63.3 +60/-63.3 +80/-83.3 84" +70/-90 +70/-90 +70/-81.3 +60/-70 +601-61.8 +80/-61.8 +801-81.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME ASSEMBLY ADDITIONAL WINDOW HEIGHT iTUBE 10" MAX. 1-- ANCHOR (4), IF REQ. ____....1 WINDOW WIDTH f�- SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. ••••• • .•••. •••• • .•=1. ... al. •.*4 • _Q. •"Ill • a c a0 C • of ti 1.0 Qo • • • • • • • • 114 • • • •• •• • • • • • . .F. No1(IIII •.•••. •• W > u, 0 N 0 0_i I S O�09Fs, z S U Zuj > C. 0 z , .\`` pNY LY.47 i! " * . No. 58705 STATF �(CNs' ' CORIOA ' G\ i�l, Sin OAE ` \ !////NLI\' A. LYNN MILLER, P.E. P.E.# 58705 FOR GLASS TYPES: Design Pressure (psf) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Window Height under 23' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 25-15/16' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 38-3/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 48" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 50-5/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 60' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 63" +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 72" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-124.6 +90/-115.7 76" +90/-130 +90/-130 +90/-130 +90/-130 +90/-126.2 +90/-118.7 +90/-109.6 84' +90/-130 +90/-130 _ +90/-130 +90/-130 +90/-118.4 • 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG"= SENTRYGLASWBY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. coach ivith. the Florida Code a`�4• :tp „a N0 �..4 r. :piration Date hitiam 'Dstk1 911u4' r. • • •••• •• •.•. 2.1 Design Pressure (paf) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4' 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B C D A B C D A B C&D A B C D z f' a6 'g under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 38-3/8" +70/-90 +70/-76.4 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 48' +70/-76.2 +/-61.1 +70/-73.1 +70/-90 +70/-84.4 +70/-90 +70/-90 +70/-78.9 +701-90 +70/-90 +70/-73 +70/-90 +70/-90 +70/-90 +70/-78.5 +70/-90 +70/-90 +70/-90 +70/-75.1 +70/-90 +70/-90 +70/-82.9 +70/-90 +70/-90 +70/-90 50-5/8" +70/-72.3 +/-57.9 +/-69.3 +70/-90 +70/-80.1 +70/-90 +70/-90 +70/-74.8 +701-90 +70/-90 +/-69.2 +70/-88.7 +70/-90 +701-90 +70/-74.4 +70/-90 +70/-90 +70/-90 +70/-71.2 +70/-90 +70/-90 +70/-78.6 +70/-89.9 +70/-90 +70/-90 60" +/-61 +/-48.9 +1-58.5 +70/-90 +/-67.5 +701-86.6 +70/40 +1-63.1 +70/-81 +70/-90 +1-58.4 +70/-74.9 +70/-89.6 +70/-90 +/-62.8 +70/-83.9 +70/-80.3 +70/-90 +/-60.1 +70/-80.2 +70/-90 +/-66.3 +70/-75.9 +70/-90 +70/-90 63' +1-58.1 +/-46.5 _ +/-55.7 +70/-88.7 +/-64.3 +70/-82.5 +70/-90 +/-00.1 +70/-77.1 +70/-90 +/-55.6 +70/-71.3 +70/-85.3 +701-90 +/-59.8 +70/-79.9 +70/-76.5 +70/-90 +/-57.2 +70/-76.4 +70/-90 +/-63.1 +70/-72.3 +70/-86.5 +70/-90 • Design Pressure (pst) for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A B C & D A B C& D A B C & D 2 under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-87,6 +70/-90 +70190 +70 -83.8 +70/-90 +70/-90 +70/-79.2 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-87.8 +70/-90 +70-90 38.3/8' +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +701-90 +70/40 +70/-90 +70/-90 48" +70/-90 +70/90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 550-55//8" +70/-90 +701-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70140 60" +70/-90 +70/90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/90 +701-90 +70/-90 +70/-90 +701-90 63" +701-90 +70/90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/90 +70/90 +70/-90 +70/-90 +70/40 72" +70/90 +70/-90 +70/-90 +70/90 +701-90 +70/-90 +70/-90 +70/90 +70/90 +70190 +70/-90 +70/-90 +70/-90 76" +701-90 +70/-90 +70/90 +70/-90 +70/-90 +70r90 +70/-90 +70190 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 84" +70190 +70/-90 +70/90 +70/-90 +70/90 +70/-90 +70/-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME ASSEMBLY TUBE WINDOW HEIGHT [ 10" MAX. -1- ADDITIONAL ANCHOR (4), IF REQ. I WINDOW I _ '1 WIDTH _ !� SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • ••••' •..a • U) •• • ••03• ••*:f. • • r- • co ct co ti0 N i • • • • Go 0 v O d O • • • • • • , • • .• •01 • i• • 0 • • • I. • • o_ to ce cn a c0r o 1,E5 W U a ttllrl • • • • ••.••. • • •.•.. • • • ott • • LQ I rll//, `""` ONE 17YI\I�y �. `\A�• OCENsz.. • .* NO. 58705 • a S‘;11 i��� ' • cCORtDP.••' G /, ipNAL t0A \` A. LYNN MILLER, P.E. P.E.# 58705 TABLE 20: Item Dwg. # Description Material - 1 7002 Main Frame Head, Sill & Jamb 8083-T6 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom & Side Rail 6083-T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 lie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WW<=24" Steel 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider (Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable (HD), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Lami Bead B 6063-T8 Alum. 36 7042 Laml Bead C 8063-T6 Alum. 37 7059 Lami Bead D 606346 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Silicon Backbedding 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add -on Flange 6083-T8 Alum. 71 7004 Frame Assy Tube 6083-T6 Alum. 80 #8-32 x 1/2" Ph. Pn, Mach. ScrTYPE B Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8x 5/8" Fl. Ph. SMS Stainless Steel 83 #8 x 7/8" Fl. Ph. SMS Stainless Steel 84 #8x 1" Fl. Ph. TEK Stainless Steel 85 #8x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 #10x 1/2" Ph. Pn./TEK Stainless Steel 89 #10-24x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 tlittff„ ,•,ONY• YN!vA '', , �tCEMSF ��� C� No. 58705 %CT7 OT•.ST� •�� i s '•��ORIOP.. G���� s 0 �''�� � t tN.AL t t t �� A. LYNN MILLER, P.E. P.E.# 58705 SASH CORNERS INTERIOR FRAME CORNERS •• • • • ••• • •.••.• • ••.•.. •••• • • ••.• •...•• • • •• .• • • • • • • • . . •. . •.•. • • •••• • • • • • •• •• • •• . • • • • •• • •• • • • •.•• • • • •••... • •. . • • • •. . ....•• • •..••. • • •..••• • • •••.. • . ••... •.•.•. • • . ••••.• Revised By: JR Dote: 05/25/17 Revision: NO CHANGES THIS SHEET. Revised By: Dote: Revision: PRODUCT REVESED 20 complying with the Fk ricta Building Code Acceptance No -1)4 I4 J. Ex nation Dane By Miami r ark Product Cod'ttuI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Description: BOM AND CORNER VIEW Drawn By: J ROSOW, Title: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/0E CERT, OF AUTH. #29296 Series/Model: CA-740 Scale: NTS Sheet: 10 OF 11 Drawing No. M D-CA740-LM SILICONE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS 1/4" NOM. INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM. INT. GLASS DURASEAL® SPACER STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS HOT -MELT BUTYL 3/16" NOM. INT. GLASS SUPER SPACER® NXT T"' POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGE' SPACER INT. GLASS Part # Description Material 100 Kommerling 4SG TPS Spacer System See this She Matertials 101 Quanex Super Spacer nXT with Hot Melt Butyl 102 Quanex Duraseal Spacer 103 Cardinal )L Edge Spacer REFERENCtr'TEST REPORTS: FTL-8717, .062" NOM. 2.919" .439" [-a-- 2.784" lir FRAME HEAD, SILL & JAMB #7002, 6063-T6 1.356" 1.4_ .441 " .095" J \,0` ANY LYNN •,� * No.58705 Q S TE 11'7- F IQ ••.. [ORM %.•••G\ �/,S'DNAL EN \\� A. LYNN MILLER, P.E. P.E.# 58705 ANCHOR PLATE #7071, 6063-T6 .050" t J ,865" BEAD B #7036, 6063-T6 .870" t". 72 .050" F-17.-1 t-0- .569" BEAD D #7059, 6063-T6 1.159" 2.139" .062" NOM. SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040" .423" ---0-1 FIXED SCREEN FRAME #7006, 3105-H14 1.000" .523" -••1-1 .050" l-•- .865" BEAD C #7042, 6063-T6 •••fl7004s6O, 3'T6 •.. ••' • • • • . •• .093" 1.124" .125" .062" 2.701" • • • I•••• • • .053" • • • • •••• • • • FRRfOIe'• ••••.. r9S�SEMBLYTUBE ........ ••• .•' ...• •• 2.203" • •••••• • •• • • .093" ADDON FLANGE #134, 6063-T6 • • •••••. • • Revised By: JR Dote: 05/25/17 Revision: NO CHANGES THIS SHEET. Revised By: Date: Revision: PRODUCT REVISED as complying with the Merida Building Code .7 Acceptances. No 4 1"')`ai4+•14 Expisatio Date Kaifu ade 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED EXTRUSIONS & SPACERS Drawn By: J ROSOW: Title: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/0E CERT. OF AUTH. #29296 Series/Model: I Scale: CA-740 I NTS Sheet: 11 OF 11 Drawing No. MD-CA740-LM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.eov/economy • . • •• • • • •... • • .••• SCOPE: This NOA is being issued under the applicable rules and regulations governing tht•trverf cons{ruatiog materials. The documentation submitted has been reviewed and accepted by Miami -Dade Cd •RER-Prodcict Control Section to be used in Miami Dade County and other areas where allowed by the Authorityl'I'lding JurisCI ion•(AHJ), • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Mdduct Cdhtr414Section'ln • . Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the i & to ha4 thlSDroduct or • • material tested for quality assurance purposes. If this product or material fails to perform ji accepfe'dtiianner,'the • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke;mo lot, or suspend the use of• such product or material within their jurisdiction. RER reserves the right to revoke this acgeptance, if itaa determined 115'• • • Miami -Dade County Product Control Section that this product or material fails to that tee requirements of:tbe. • 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: 2" Thick EPS Insulated Steel Sectional Garage Door up to 9'-0" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 8 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising 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 # 15-0225.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. • • • MIAMWADE COUNTY APPROVED NOA No. 17-0731.01 Expiration Date: September 20, 2018 Approval Date: September 28, 2017 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS "Submitted under NOA #15-0225.06" 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 7 dated 2/2015, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. •• • • • • • • .Y.. •.Y... B. TESTS "Submitted under NOA # 09-0929.10" • • • • • • 1. Test report on Forced Entry Test, per FBC, TAS 202-94, prepared bayathqrican Tess rab, ITT., Test Report No. ATLNC 0428.01-09, dated 06/03/2009, signed and sealed by David.W. • • Johnson,P.E. ••••• ' • ' "Submitted under NOA # 07-0807.14" • . • •• • •. ..' •• • 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FH • fl S 202, '• • • 2) Large Missile Impact Test, per FBC TAS 201, : • : . 3) Cyclic Wind Pressure Test, Loading per FBC TAS 203, • along with marked -up drawings, prepared by American Test Lab, Ine, `fast Reportt No. ATLNC 0823.01-06, dated 12/18/2006, signed and sealed by David W. Johnson/ 4E! • • .• • . • C. CALCULATIONS "Submitted under NOA # 07-0807.14" 1. Anchoring calculations, prepared by Clopay Building Products Company, dated 07/30/2007, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 07-0807.14" 1. Tensile Test, per ASTM E8, Reports No. HETI-06-T604/605/606, prepared by Hurricane Engineering & Testing, Inc., dated 09/22/2006, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Corrosion Resistance Salt Spray Test, per ASTM B 117, Report No. 30160-04-63365, prepared by Stork Twin City Testing Corporation, dated 01/26/2005, signed by John D. Lee, P.E. 3. Ignition Properties of Plastics Test, per ASTM Di 929, Report No. 3082959-500, prepared by Intertek Testing Services NA, Inc., dated 09/16/2005, signed by- Anthony Penaloza. 4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960-500, dated 10/04/2005 and Report No. 3094867SAT-001, dated 04/13/2006, prepared by Intertek Testing Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza. F. STATEMENTS "Submitted under NOA #15-0225.06" 1. Statement letter of code conformance with the 2010 and the 5th edition (2014) FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of code conformance to 2010 FBC no financial interest, issued by Clopay Building Products Company, dated 07/06/2012, signed and sealed by Scott . ilton, P.E. "Submitted under NOA # 12-0710.06" ' Of Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0731.01 Expiration Date: September 20, 2018 Approval Date: September 28, 2017 • E -1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS `'....' 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/141501,, 4404/01,1-1 Models", sheet 1 of 1, dated 11/19/1996, with revision 8 dated 7/20177efE*pared EyNepay Building Products Company, signed and sealed by Scott Hamilton, t . • • •• • • • •• • • . • •••• • •• ••••• •• B. TESTS 1. None. • • • C. CALCULATIONS • 1. None. • • •• •• • •• • • • •••• • • • • • • • • • • • • • • • • • • • •• • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. • •• • • • • S. • • • • F. STATEMENTS 1. Statement letter of code conformance to 5th Edition (2014) and 6th Edition (2017) FBC issued by Clopay Building Products Company, dated 07/18/2017, signed and sealed by Scott Hamilton, P.E. 2. Test contract letter issued by American Test Lab, Inc., dated 07/17/2017, signed by Keith Owen. 0/21/2617 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0731.01 Expiration Date: September 20, 2018 Approval Date: September 28, 2017 E -2 CLOPAY MODELS 4300. 4301. 4310. 4400. 4401. HDG. HDGL CLOPAY MODELS H400. H401. H300. H301. H310 HOLMES MODELS 66. 67. 6$. §200. 6201. 6203 I 2' x 3" x 0.038' MIN GALVANIZED STEEL BACKER PLATES ATTACHED TO ADOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM (NOT VISIBLE FROM Ot1T . I?I NFORCQ 94T PLATES ARE LOCATED AT THE TOP AND BOTTOM OF SECTON AT EACH HINGE LOCATION. A ®OPRONN. ONE RUN OF IMPACT-RESSTANT GLAZING IN ;<:M TOP SECTION (SHOWN) 25 NDCT-TO-THE TOP SECITON (NOT r i i ). �I ~'��_-- III ISNOINJECTION SIZE YDIDED E LLOAN �,� • SUK2432T. AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH giFBC 2O00. SEE SECT ON 0-11 ASSEMBLY DETNLS. KEYED WROTE LaaaoaKaa�Ipa�rmsaga �1•ya.• MIVC.rs WIDTH - 8'-O` '1851DEJELDIATIQN SOP EACH ONTO wow. RAM. ONE EACH� LAWN EN ENO OUTSIDE SIRE IISOE 1440071E 2-3/4' 7-1/2' I TABLE 1 DOER HEIGHT UP TO 7'0' 7'3' TO 8'9' 9'O' TO 10'6' i OF SECTIONS 4 5 6 10'9' TO 12'3' 7 12'6' TO 14'0' 8 14'3' TO 15'9' 9 16'0' 10 MAX SECTION HEIGHTA 21' 00 IT= 2-1/4' (MIhO 4) #14x5/B' SHEET METAL t4 , 0 SII14' SELF Oa BOLT OF OFISIRTIOAL TRACK ONE LOOK ON DOOR. .1.4.14.1242.1212E3 MIN. 1 B GIL NINDSHRYSTF_E NOF 32121-7C VERI 'C' VIEW "B" JAMB CONFIGURATION 12 (GIL GALV. STEEL TRACK BRACKET FASTENED P3 WOOD BJAM WRf4 ONE 5/16'x1-1/2` WOOD LAN: SCREW PER BRACKET. 2" GALV. SHEET. TRACK FASTENED TO TRACK BR.ACKAETTS TTACHED WBMCICET ITH ONE 1/4'x5/8' BOLT & NUT 2B TWO 1/4" RIVETS. STOP MOULDING BY DOOR INSTALLER (TO SUIT). TB GA. GALVANIZED STEEL ENO STILE (ATTACHED WITH ONE FACTORY INSTAU.ED #8-18 x 7 2' WAFER -HEAD SCREW AND FURTHER SECURED UPON PON WiTH HINGE SCREWS. INSTALLER MODEL SECTION B-B DETNL 'D' OPTIONAL SNAP S4INSU4ERT. 0.18E IMPACT RESISTANT ONE-PIECE INJECTION MOLDED OE LEXAN SX2432T FRONT FRAINE k GLAZING. AFL •a BOND TAFE DECORATPE FRONT FRM E FACADE GE SSG400oMC STPMJCTURAL SIUGONE SEALANT. POLYSTYRENE RETAINER FASTENED TO FRAME WITH fi114 x 3 4• PAN HEAD TABLE 2 RETAIL MODEL DESCRIPTION 4300, H300' 4400, H400 4401. H401 4301. H301 4310, N310 HDG._ 66, 6200 N/A N/A 68. 6201 HDGL 67, 6203 27 C.A. MIN. EXTERIOR SKIN; SHORT RAISED PANTS. 24 GA. MINI. EXTERIOR SKIN; SHORT RAISED PANEL 24 GA. MN. EXTERIOR SKIN; FLUSH PANFX. 27 GA. MIN. EXTERIOR SKIN; FLUSH PANEL 27 C.A. MIN. EXTERIOR SKIN; WIDE RAISED PANEL SECTION A -A DUCOME RLUFD 161ANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. 2' THICK -I 27 GA (0.010' MIN) EXTERIOR sTF}l SKIN (IMN. GELD STRENGTH: 31.7 KS, DRAWING WW1, V.1114 G-40 MIN. CALV. BAKE'0-ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. TONGUE GROOVE JOINTS. MIL. 18 GA. GALV. STEEL INTER. HINGE FASTENED TO INTERIOR SK/L/BAC)(ER PRATE WITH (4) % 14x3/5' SHEET LEGAL SCREWS. 7/16' ROUND PUSHNUT IS INSTALLED ON EACH ROLLER SHAFT. 14 GA. GAY. STEEL. ENO HINGE FASTENED TO END STILES W/(4) EACH /14x5/8' SHEET METAL SCREWS & (4) 1/4' SELF TAPPING SCAMS 2' 10 BALL STEEL. ROLLER (1-3/16'x7/16'x4") WiTH STEEL OR NYLON TIRE. 1 m6' THICK.pottsigtseeENSIIY FoAM MUTATION MOWED 10 BOTH FXIE OR AND INTERIOR SKINS. FOAM INDU�PRUNER NC. OR FALCON Paw. (2) 12 GA. GALV. STEEL TOP RROLLER BRACKETS (2-4T/2' x pf). EACHAMTTACHED WRISTS.W/(4) #14oc0✓a' MEET 14 CA. GALV. ROLLER HIND EACH RIME FASTENED TO END STILES WITH (4) /14 5/6" SHEET METAL AND (4) 1/4"x3/4" SELF TAPPING SCREWS. SEE VIEW 3' TALL x 20 GA. CALV. STEEL U-BAR. TWO U-BARS PER SECTRON. EACH U-BAR ATTACHED WITH 1/4'x3/4" SELF TAPPING SCREWS. (2) SCREWS AT EACH ETD AND INTERNED. STILE LOCATION. TRACK CONFIGURATION HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (T0 SUET). "X4" I 'X3' 'X PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0731.01 Expiration D. . 09/20/2018 ilr fig r By Miami -Dad = Product Control JAMB TO SUPPORTING STRUCTURE ATTACHMENT mom I. ALL THE LONG FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SW (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZOM11L (TOP) JAMB. 2. AU. JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS TIOI USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPINING SHAD. BE FRAMED.SCUD BY NOT LESS THAN (3) 2x6 PRESSURE TREATED SYP PSI NOMINAL STRESS N2 STUD WALLS TO BE CONTINUOUS FROM FOOTING TOOOD STUDS OF A STRESS GRADE NOT LESS THAN1 TI200 E BEAMS. EXTREME FIBER BLOCK WALL OR CONCRETE 2x6 SYP ((RADE #2 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILED WiTH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TiE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TiE BEAMS TO FOOTING PER BLOCK WAIL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR AROKTECT OF RECORD. 27 KGA. (0,01/' MIL) INTERIOR SLED_ SON (DRAWNG ODOUR VIM 0-40 MN. OALV.. HAKED-ON PRIMER AND A BAKED -ON POLYESTER 'PAINTED TOP • COAT APPLE° 10 BOTH ODES or STEEL UK 13 GA. CAM STEEL BOTTOM BRA05t ATTACHED WIDE (2) N4x5/8' SHEET METAL �Y! ALUMINUM FXIRUSION k VINYL WEATHERSTRIP. 4``*�\�`;1 ! .' �.:V 4 A �LRPRODUCT MEENTTSS EDIROM (2014) AND THE SIXTA FBC (2017j DESIGN LOADS ,. DESIGN ENGREEtt SCOTT HAMILTON. P FLORIDA P.E N•. 4.0 CENTER HANG REWIRED FOR DOORS OVER 8' Hlpi. VERTICAL TRACK ATTACHED TO RIG BRACKET WITH (I) 3/8'x3/4- CARRIAGE BOLT. 13 GA. GALV. STEEL FLAG BRAcKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16•xi-1/2' WOOD LAG SCREWS. VERTICAL TRACK ATTACHED TO HORQANTAL TRACK W4LH (2) 1/4S4/4- TRACK BOLTS. 2" GALV. STEEL TRACK. TRACK THICKNESS: 0.060'. LIAR TOP BRACKET DOUBLE HORIZONTAL TRACK LOW HEADROOM OPT10N{ GYP. 2-1/2'k12 C. GALV. STEEL TRACK BRACKET. ((4 TRACK BRACKETS PER SIDE UP TO 8' HIGH). (5 TRACK BRACKETS PER 510E UP TO 10' HIGH). ((6 TRACK BRACKETS PER SIDE UP TO 12' N (7) TRACK BRACKETS PER SIDE UP TO 14' HIG . (6) TRACK BRACKETS PER SIDE P TO 16'. WV imorloli 2 -0-U7 4/7001 AWED wawa' TINT mimic NW HOWES MWHS 8 IRGI: DOETE 000621 2270. 22D1. 7]0a, 230L 4200; 0-40 WI. WWI 6-40 3 4 a 4/2003 7/31/2006 1/2012 MO N WOWS DOER y/N 2.100/01; 27 a ON 4710,0001. IRO® ORIONL UITR CUOMO DID VILE WIRY MO O1cIOM MOM WIMP 7MS V ME. MOWED COURSING! WON 2010 FOC • 7 7/2012 2/2015 010RR1E0 64104064 110240 200® HOLIES 1222 110005. GRATED GM! COINUORB WARMS! I 7/2O17 DONEE° CODE COICLI CE STA1F] M MUM EN Ed FOC. • • • • •----• DOOR . * t. V -..,0144 Yff11ill11111k?� IILMTAI `IFOMIrT`AINTilliiti`k'_.3 P IniIIIIKAM11-1-0111151M1121.11EAMIIL7 iE 00 3.i! liE ES,1!�414111t7iA r23113 :1I3EnliikiJir.� ds1441lCiOtiaii 1�1�� .1 13M.IIIVEdi tiaiNIdilliMTfld111( tltilMiI I.I���T�T,�Id,. UralLad ®di Ca 1E2a Efai jc 1 nEa rAFEWSiit.Siligil iltEitiIilvCiLii riEMI new ifEiiiEMI:1LVi IETS:«9iRrriGMill gar iii lii I' Ii<RVAIE iWrLil-1.li�T1i1iins0=III i4CiiiiDaillall iF illLullN Iweisi .e gaiE1'OWi6 inimir. is MNW.;Si!-1-ill L.1411 iciAll MUM MilsIAMIJ 'Rfa.1F iT iC] I I LFad IreWil EIO E:71■'MG I O6/ WEA SIiI.? [Mai maliiiil arkTr.ti ZEC.liG ei" and IEVIIA7ISTANIFT il4 iliii511K•AV JiiiTISilliiCPA1l:4111Ey7iliTi 3YiF511f11._!Y EierldiglilIMMIED1111ffrilllirilIFFillirlii11011117i PREPARATION OF JAMBS BY OTHERS THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENi BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. G.C. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS r/ HORIZONTAL (TOP) JAMB (NO LOAD FROM DOOR) FASTENER TYPE 2x8 VERTICAL JAMB iiliRHr +flit! F % ///e , MAXIMUM • DISTANCE STEELBETWEEN WASHERS REQUIRED? FASTENERS Ca,RQ ,-.•• 33OR t/4' x 3' (1-1/4' EMBED) RW TAPCON CONCRETE ANCHOR (2-1/2' TWIN. mar DISTANCE) 10-1/2' 1' OA. • .M EMBED 4' 1 «i Rif 1 STRONG (2 % DISTANCE) 11cAJ07W t1-5lg' 21 -12" gEMMBED �GMPSON CDGE (2-fig' INORN. DISTANCE) 22• x 4 STM 2.000T. CONCRETE: 1/2' x 4' (2-1/2' DA:2.) WEJ-S� ANCIAOR12-1/2 MEN. Er E DISTANCE) 244' INCLUDED • - Fait CN CREW. STARTING FROM BOTTOM AT NO MORE THIN HALF OF MAXI. II ON CENTER DISTANCE HIGHEST ANDHOR/SCXEW NSTNIFD AT LEAST AS HIGH AS TIE DOOR CPENNG MEEK 0; `' ofopay Building Products t1 Company SiONA‘-�° CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON. OH 45040 (513) 770-4800 SAW N/A 0*10 11 /I9/46 cossmsaws I > .I•q Iv.•, O'O'W x 16'0'H WWI Ws IIWW OEMS 11 NigismICG,HOGL. 66/88, 4300/01. 4310/67/HDOL, 4400/01. AI MODES WNW WKWI, 101703 •• • • d • I • •a•••• •. • • • • JCD ARCHITECT, INC A.A. #26001 560 =-Y ♦•♦ I 1385 CORAL WAY 5U # 407 TEL. # (305)285-4343 MIAMI, FL 33145 FAX # (305)285-4330 WIND LOAD CALCULATIONS GUCO HOLDING 1080 NE 92nd STREET MIAMI, FLORIDA 33138 .. •. • . • ..... • •. . . •• . . . • .. . .... . . . • .... .. . • . • •. . .... . • .. • .. • . .. . .. .. .... . • .. • • • . • • .. .. . .. . . .. . . FULL ARCHITECTURAL SERVICES CS RESIDENTIAL 03 COMMERCIAL 03 CUSTOM DESIGN 03 LEED CERTIFICATION JUANCDAVIDQJCDARCH ITECT.COM 4 ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Description: GUCO HOLDING RESIDENCE Analysis by: FN User Input Data Structure Type Basic Wind Speed (V) Struc Category (I, II, Ill, or IV Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Building 175 I I 1 3.0 mph Hz :12 Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) 14.0 Hipped 0.85 Deg Eave Height (Eht) 9.00 ft Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) 12.00 10.33 48.00 64.00 ft ft ft ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.22 Flexible Structure No Calculated Parameters Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha = 7.000 zg = 1200.000 At = Bt = Bm = 0.143 0.840 0.450 Cc = 0.300 1= 320.00 ft Epsilon = 0.333 Zmin = 30.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 IFor rigid structures (Nat Freq > 1 Hz) use 0.85 I 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 30.00 ft lzm Cc * (33/z)^0.167 , 0.3048 Lzm I*(zm/33)^Epsilon 309.99 ft Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)^0.63))^0.5 0.9054 Gust2 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)) 0.8692 Gust Factor Summary G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are us 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.132 a Hipped Roof 7 <'Theta <= 27 ==> I 4.13 ft FACTORED ALLOWABLE Component Area (ftA2) Zone GCp Wind Press (Ib/ft^2) Wind Press (Ib/ft^2) Max Min Max Min Max Min 1 64.00 5 0.86 -1.12 48.44 -60.47 29.07 -36.28 2 19.98 4 0.95 -1.05 52.61 -57.28 31.57 -34.37 3 17.76 5 0.96 -1.31 53.03 -69.65 31.82 -41.79 A 27.42 4 0.92 -1.02 51.48 -56.15 30.89 -33.69 B 45.46 4 0.88 -0.98 49.67 -54.34 29.80 -32.60 C 23.58 4 0.93 -1.03 52.02 -56.69 31.21 -34.01 C 23.58 5 0.93 -1.27 52.02 -67.62 31.21 -40.57 D 5.00 4 1.00 -1.10 r 55.09 -59.76 33.05 -35.86 D 5.00 5 1.00 -1.40 55.09 -73.77 33.05 -44.26 E 36.08 4 0.90 -1.00 50.50 -55.17 30.30 -33.10 F 11.45 4 0.99 -1.09 54.61 -59.28 32.76 -35.57 F 11.45 5 0.99 -1.38 54.61 -72.80 32.76 -43.68 G 11.45 4 0.99 -1.09 54.61 -59.28 32.76 i -35.57 H ;5.95 4 1.00 -1.10 55.09 -59.76 33.05 -35.86 I 22.37 4 0.94 -1.04 52.21 -56.88 31.32 -34.13 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 riegInt'fo have this product or material tested for quality assurance purposes. If this product or material fails tapgrform in tT accepted* manner, the manufacturer will incur the expense of such testing and the AHJ may immdiiiicily redplid,. iodify. vs:. suspend the use of such product or material within their jurisdiction. RER reserves the right•a revoke this acceptance a • if it is determined by Miami -Dade County Product Control Section that this product or rnaticrial *its is tq meet the • requirements of the applicable building code. • • • • • • • This product is approved as described herein, and has been designed to comply with the FlOtienuildiriteitile, including the High Velocity Hurricane Zone. • DESCRIPTION: Series "FD-101" AIuminum French Doors w/wo Sidelites— L.M.I. : • : • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33I75-2474 T (786) 315-2590 F (786) 315-2599 www. miamidade.govieconomy • .• APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F, titled "Alum. French Door 8s Sidel tes, Izni a ,t", shegts•1• •; through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signet]. af1d'sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX door or 0 (sidelite) shall control. 2. All laminated glazing options (glass types, A, B, C, D & E) must have 3/16"HS glass at interior side. 3. ''A" Elco Ultracon (former Tapcon) to be 4"OC into Conc. and 6" into CMU (jambs). 4. ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0528.24 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishag I. Chanda, P.E. NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 Page 1 PGT Industries, Inc. A. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Mum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report 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 Slic1ig;(lass Boors (w/ ,• TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing l al3oratoiy; mac., • • Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, (f :1.6 amd flf /.20/ l e; • • • all signed & sealed by Idalmis Ortega, P.E. • • • • • • • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F1C'I'QS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 • 3) Cyclic Wind Pressure Loading per FBC, TAS 2036 94 ' • • • • • • Along with marked —up drawings and installation diagram of fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL- 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12- 0516.02/#11-1013.22) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11- 1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. .• • D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). 15k d-c - C%A (4._.. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file •#15-0528.24) ""• • 1. Statement letter of conformance to FBC 2014(5th edition) and letter of 1ct• flnancial jnterest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, 13.4 . ; • • • • • • • 2. Lab compliance as part of the above referenced test report. • • . • • . •... • •• • • • • .... . •S. II.. • •• G. OTHER • • • • • • • •• •• •••• 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. • •• •• • 2. Test proposal # 16-0152 dated 03/09/16 approved by RER • • it • 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. aaseort, P.I!.• • . • • .. • ishag I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 a . E-2 STANDARDS USED: NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE-MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. E. 13/16" LAMI IG NOM. (.840") CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORTS FTL-4964, 5212 & 6864; ELCO ULTRACON NOA'S:; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR a 1/8" AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) L 1/2" GLASS BITE 94 3/16" HS. GLASS 3/8" NOM. -0— GLASS STACK 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 3/16" AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 1/2" GLASS BITE 94 3/16" HS. GLASS 7/16" NOM. GLASS STACK 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM El 300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 • AISI-S 100-07/S2-2010 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED r EXTERIOR a 1/4" AIRSPACE 3/16" TP. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE) L 13/16" NOM. GLASS STACK 1/2" GLASS BITE 3/16" HS. GLASS 1/8" HS. GLASS 13/16" LAMI IG NOM. GLAZING OPTION E, NOTE 1 AtODVC f REVNED bwithdoe Florida Aeletarze 4-oC Z9./7 Eigitailis CCT/a,2c Ural Pleduef C CO O et owl vie 1 •4• ••• •• O• ' w o s w (V O O .• • Cc • •..• • • • • Co e- t) 0 in 0 A LL ,tkI1tr? �•1 I/; \\\• SYNN• t+�/ f • 1• • No. 58705 `0 . 4' STAT=°F ••,• Pt. OR'iD?:•** f� O A.rLMNt11 MILLER, P.E. P.E.# 58705 • • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 3° 37 1/21 6° 71 3/4" +75.0 -75.0 +75.0 - 75.0 +75.0 - 75.0 +75.0 - 75.0 8° - 95 3/4" +75.0 -75.0 O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 - 75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 314" +75.0 - 75.0 +74.9 -74.9 +70.4 - 70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH I 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E +75.0 - 75.0 +75.0 - 75.0 I +75.0 -75.0 I +75.0 - 75.0 I +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY CONFIGURATIONS: DP FOR OX, XO, OXO, XXO, OXX & OXXO THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A,B,C,DORE HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 _ +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: 1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 73 1/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. P ODUC E REVISED WI complying With the FlgfiEi7 Ookt Acrcplsncc No /4-6625.I Espiraliam bit g • .• • • • • . • . .. • • • CC N 0 .... . .... . • .. • •. • . • • •. • .• • • a •... A. LYNN'MILLER, P.E. P.E.# 58705 .• • • • • • 73 1/2" MAX. SEE NOTE 4 OX OR XO 36 3/4" _^ MAX. 109 1/2" MAX. 36 3/4" 36 3/4" 1 — ��— SEE NOTE 3 MAX. MAX. I lE o 49 I®,), 103 E- o lE Er x SEE NOTE 4 71 3/4" MAX. CI L A OXO SEE NOTE 4 24 9/16" MAX. DLO (TYP) ( / ( N. I 1 49 // X AC . v a 41 103 // X INACT r7i., AX A— XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO"XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2-4.079) tc B— Fr 36 3/4" '+— MAX. 33 5/8" MAX. DLOI(TYP.) - 0 O 36 3/4" 143 3/4" MAX. 36 3/4" F MAX. y SEE NOTE 3 MAX. ) I Er 0 1 , E i 0 49 // 103 �lI9 E X AC . ^4 41 // - JINACT SEE NOTE 4 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) OXXO G G DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -3 1/8" SEE NOTE 4 95 3/4" MAX. (TYP.) • • . • • •:' .... . .... • . •. .. .. . • . . .. .. .. . . .... •. •. •. U a 2 PROtsuc f REVISED as sIsesehg with doe Florkh Acreas No /6-4625; I E'pluslss [dire to jlgj redact Coetrol tV 0 0 . .... . .... . .. .. I .• • . . . .. . 1 A. LYNN MILLER, P.E. P.E.# 58705 EXTER IOR AI e _ __u_ i MA; �I r_ru j AX. DOOR SECT. A —A VERTICAL INTERIOR R HEIGHT 1.489 EXTERIOR MAX. DLO 2S1 ti SL SECT. B—B VERTICAL INTERIOR CLEAR -COLORED SEALANT MAX. SIDE LITE HEIGHT i SL VIEW G—G CORNER ASSEMBLY AT HEAD/JAMB AT SILL/JAMB *p OD Jc r REVISED As complying with the Ftorkh ISsoditag Goa. Aceepiiaee Mo _ • _ 2- .1 ElpIrstiett Dote 44114 eK4¢cet Control ... ... .... . .. . ...., • • • • • .. • • • . . N O 0 .... • .... . . •. . . .. . •. • •. • .. •. ..•. • . • —J U oP A. LYNN MILLER, P.E. P.E.# 58705 b MAX. SL WIDTH L MAX. DLO MAX. 'X WIDTH MAX. DLO MAX. 'XX' WIDTH 'XX' SECT. C-C HORIZ. 'X' SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. DLO MAX. SL WIDTH MAX. DLO INTERIOR EXTERIOR SL SECT. F-F HORIZ. (SINGLE SIDE LITE) Do{!C c REVISED As complyieg wide the Flo* ttsae�ieg Cods jEzpiraIies Date fiat ate tl . etCpdp,oi •••• • ..•• • • •• •• •. •.•• • • •.•• • • • . • . • .• •• • • • • •I • • •. ••• I I a • •• 8 a a • •• .. •• •.. .co 0 a- vi • a LW.•.• GI .•.• o• U Z W cc IL s_i Q A. LYNN MILLER, P.E. P.E.# 58705 ITEM DWG # PGT# DESCRIPTION 1 943B ' 60411 FRAME HEAD 2 1010 60300 WSTP.,Q-LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 956 7958A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. W/SILICONE PATCH 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) II 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) .10 952A 6533016 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD _ 12 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 9150 60380 FRAME JAMB (OUTSWING) 21 1010 60300 WSTP.,Q-LON .190 X.375 HIGH 22 6608 66608M REINFORCEMENT, 1.000 X2.750 X 0.650, 6061-T5 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 24 1048 71048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL. SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/16-18 THREADED ROD 38 990 7990NUTA 5/18-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL. TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STLES1 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #8 X.500 PH FL SMS TYPE BDS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 60200K WSTP.,Q-LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X.750 PH. FL. SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X .750 PH FL. SMS 60 920D 6920D SIDEUTE HEADER 61 '921D 6921 SIDELITE SILL 62 916B 60381 SIDELITE JAMB 63 1155 781PQA #8 X 1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTIING BLOCK, 3/32" X 1/4" X 1" W/PSA 71 71267K SETTING BLOCK, 1116" X 1/2" X 1" W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 988 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/18" HS 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16° LAMI - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK STRUCTURAL POLYISOBUTYLEN WITH DESICCANT SILICONE . HOT -MELT BUTYL STRUCTURAL SILICONE FOAM WITH DESICCANT 1/4" NOM. EXT. GLASS —/ /I I/ // / I EXT. GLASS KODISPACE eo 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS 3/16" NOM. INT. GLASS INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM. INT. GLASS DURASEAL® 0 SPACER SUPER 81 SPACER® NXTTM POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL 83 XL EDGET"" SPACER INT'. GLASS Part # Description Material 80 Kommeriing 4SG TPS Spacer System See this Sheetfor Materials iallss 81 Quanex Super Spacer nXT with Hot Melt Butyl 82 Quanex Duraseal Spacer 83 Cardinal )L Edge Spacer REFERENCE TEST REPORTS: FTL-8717, ITEMS # 17-19, 28, 29, 56-59, 68, 69, 74-79, 84-91 & 99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. PROD LIC f REVI;SED, as complying with tb F1oridr lisilding Code Acerftessee No II f--64 2' . ( Eyrir Ibte f a A I& I) *f 1LL1 1, 1 a. 1..�` 'J * i rwdvw1 Cnettrw{ 0 ei 1 CV Zif 0 •••• ••• • ••• •••• • •• • ••ci• • • w• • Q • a• •40 . o W a •• •• • •. • .• • • • • ..•il • •••• • • • •• • • •• • • • • •• • •• • • •••• • • • •o••.• • •• • • • •• • A. LYNN MILLER, P.E. P.E.# 58705 • • • 1 4.626 4.000 .489 1.750 1 4.726 4.100 DOOR PANEL TOP & BOTTOM RAIL 6063-T5 FILLER HEAD ADAPTER 6063-T6 3.000 FRAME HEAD 6063-T6 .050 .079 3.000 OUTSWING THRESHOLD 6063-T6 1.479 1.489 1.750 1 4.726 4.100 DOOR PANEL SIDE RAIL 6063-T5 1.500 125 I J .750 TRUSS CLAMP 6063-T5 3.100 1.750 DOOR PANEL INTERIOR ASTRAGAL 6063-T5 SL HEADER 6063-T6 3/8" GLAZING BEAD 6063-T5 1.479 .750 3.100 4.675 .683 SL SILL 6063-T6 • 1.750 1 4.726 4.100 DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 .050 7/16" GLAZING BEAD 6063-T5 4.586 5.212 .830 .050 1 3.000 (2� 1.578 -• -I .890 r-1.480 if DOOR FRAME, JAMB 6063-T6 .050 1 3.000 SL JAMB 6063-T6 2.980 SL JAMB ADAPTER 6063-T6 .050 1.620 .250 --0-{ 1--"- WEATHER STRIP CHANNEL 6063-T5 1 2.125 0.375 .125 HINGE 6063-T5 +• I I-I--.172 .683 1.092 .050 IG GLAZING BEAD 6063-T5 .504-' - } .360 .055-�{►-+-� OUTSWING THRESHOLD CHANNEL COVER 6063-T6 2.750 .650� 2 TUBE MULL 6063-T5 .125 f 1.000 PRODUC r REVISED ietaaplyiag with the Bork ACeettaice No &AVOW. Date_4414444 Nth it set e, Y cn cn C1 O O ... • ... .... • .. . .... • • • . 0 S. •• • .. • • • • h •••4 • 0004 • • • •. • • .. • •• • •. • .. •. •... • • ..• • • .. • OD Z o_ Z5 ce tit A. LYNN MILLER, P.E. P.E.# 58705 • .' • • • • • JAMB ZONE "B" JAMB ZONE "A" HEAD ZONE "C"" x x JAMB ZONE "A" JAMB ZONE "A" I SILL 1 ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD rZONE 1-- ZONE „F„-1-ZENEI oxo -1 - ONE SILL 1 SILL F�� i ZONE --I „E„ ZONE „E„ SEE TABLE 7., SHT. 9 JAMB ZONE "B" HEAD HEAD ZONE "D" ZONE D"" SILL 1 SILL I ZONE "D" T ZONE "D" SEE TABLE 4., SHT. 9 JAMB ZONE "A" HEAD ZONE "D" • JAMB ZONE "A" JAMB ZONE "B" HEAD ZONE "E" 0 x 1 x JAMB ZONE "B" 1 SILL I T ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD HEAD ZONE "F"-1-Z, ZONE--I }-ZONE XXO OR 0xx JAMB ZONE "B" �SILL SILL I SILL "D" ZONE "F" T ONE-4 ZONE SEE TABLE 7., SHT. 9 JAMB ZONE "B" JAMB ZONE "A" HEAD ZONE "F" HEAD HEAD t— ZONE D"ZONE E"I XO OR OX V ZONEL"D"TZONEL"E"� SEE TABLE 6., SHT. 9 HEAD HEAD ZONE "F„ZENEj JAMB ZONE "B" 4. F 4 4.4 ] 4 4, 0xx0 Oik *) 4, 4, I m m d ) I T JAMB ZONE "B" T I F 3 e '1 1 1 } Qr Jr �. 4, w W w ** ,r yr I IL I.. 1 SILL ZONE t SILZONE L"F" ZONE "F" ONE-4 I SILL E SEE TABLE 7, SHT. 9 E EXAMPLE OF ANCHORAGE FOR A 71 3/4" x 83 3/4"'XX' DOOR, WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT) x = MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 6" MIN. O.C. FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. * = ANCHOR LOCATION FOR EXAMPLE ABOVE PRODLIC!' REVISED ag complying who the Mehl:, bonding Cod* Acceptance No it -61(29. 1 Emdratien Date t2,j l$ t t 1 Dade, Pkidect 0 k� N f 0 . . .. .. . • . • • • • .. .... .... . • 0 . . .. .. • .. • • • .. • • • . • . . . • • 11 . • • . • • . 0 a 2 W • F-. -I. . W la •. • oes U w u_ t Q A. L'YNN MILLER, P.E, P,E.# 58705 • TABLE,3. X DOORS GLASS TYPES A, B, C, D, E ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES 'k' - 25.50 IX - JAMB "A" X - HEAD/SILL "C" X - HEAD/SILL "F" (USE WITABLE 7.) X - JAMB "A" X - HEAD/SILL "C" X - HEAD/SILL "F" (USE W / TABLE 7.) TO 37.50 WIDTH x HT, 25.50 x 79.75 5 2 7 4 2 3 83.75 5 2 7 4 2 3 87.75 5 2 7. 4 2 3 91.75 5 2 7 4 2 3 95.75 6 2 7 4 2 3 27.50 x 79.75 5 2 7 4 2 3 83.75 5 2 7 4 2 3 87.75 5 2 7 4 2 3 91.75 6 2 7 4 2 5 95.75 6 2 7 4 2 5 29.50 x 79.75 5 2 8 4 2 3 83.75 5 2 8 4 2 3 87.75 6 2 8 4 2 5 91.75 6 2 8 4 2 5 95.75 6 2 8 4 2 5 31.50 x 79.75 5 2 8 4 2 3 83.75 6 2 8 4 2 5 87.75 6 2 8 4 2 5 91.75 6 2 8 4 2 5 95.757 2 10 4 2 5 33.50 x 79.75 6 3 8 4 3 3 83.75 6 3 8 4 3 5 87.75 6 3 8 4 3 5 91.75 7 3 10 4 3 5 95.75 7 3 10 4 3 5 35.50 x 79.75 6 3 8 4 3 5 83.75 6 3 8 4 3 5 87.75 6 3 8 4 3 5 91.75 7 3 10 4 3 5 95.75 7 3 10 4 3 5 37.50 x 79.75 6 3 8 4 3 5 83.75 6 3 8 4 3 5 87.75 7 3 10 4 3 5 91.75 7 3 10 4 3 5 95.75 7 3 10 4 3 5 TABLE 4. XX DOORS OF XO & OX) (ALSO X DOOR GLASS TYPES A, B, C, D, E ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES ')OC - 47.75 XX - HEAD/SILL "MUSE ALSO W/ TABLE 6.) XX - HEAD/SILL "F" (USE W / TABLE 7.) XX - JAMB "A" XX - HEAD/SILL "D"(USE ALSO WI TABLE 6.) XX - HEAD/SILL "F" (USE W I TABLE 7.) TO 71.75 a m d WIDTH x HT. 47.75 x 79.75 4 3 6 4 2 3 83.75 5 4 7 4 2 3 87.75 5 4 7 4 2 3 91.75 5 4 7 4, 2 3 95.75 5 4 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 83.75 5 4 7 4 2 3 87.75 5 4 7 4 2 3 91.75 5 4 7 4 2 3 95.75 6 4 7 4 3 5 55.75 x 79.75 5 4 7 4 2 3 83.75 5 4 7 4 2 3 87.75 5 4 7 4 2 3 91.75 6 4 7 4 3 5 95.75 6 4 8 4 3 5 59.75 x 79.75 5 5 8 4 2 3 83.75 5 5 8 4 2 3 87.75 6 5 8 4 3 5 91.75 6 5 8 4 3 5 95.75 6 5 8 4 3 5 63.75 x 79.75 5 5 8 4 2 3 83.75 6 5 8 4 3 5 87.75 6 5 8 4 3 5 91.75 6 5 8 4 3 5 95.75 7 6 10 4 3 5 67.75 x 79.75 6 5 8 4 3 5 83.75 6 5 8 4 3 5 87.75 6 5 8 4 3 5 91.75 7 6 10 4 3 5 95.75 7 6 10 4 3 5 71.75 x 79.75 6 5 8 4 3 5 83.75 6 5 9 4 3( 5 87.75 6 5 9 4 3 5 91.75 7 6 10 4 3 5 95.75 7 6 10 4 3 5 TABLE 5. O SIDE LITE TABLE 6. XO & OX GLASS TYPES A, B, C, D, E GLASS TYPES A, B, C, D, E ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES "0" - 10.75 TO 36.75 0 - JAMB "B" '0 - HEAD/SILL "E" 0- JAMB "B" 0 - HEAD/SILL "E" 'DC' - 25.50 TO 37.50 [0 - JAMB "B" 0 - HEADS I LL "E" X - HEAD/SILL "D" X - JAMB "A" O - JAMB "B" O - HEAD/SILL "E" IX - HEAD/SILL "D" a m M d X WIDTH x HT. SIDE LITE WIDTH x HT. 10.75 x 79.75 83.75 87.75 91.75 95.75 4 1 4 1 10.75 x 79.75 83.75 87.75 91.75 95.75 4 2 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 4 2 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 4 1 4 1 4 2 4 2 4 1 4 1 4 2 4 2 4 1 4 1 4 2 4 2 2 4 1 4 1 4 2 4 12.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 12.75 x 79.75 83.75 87.75 91,75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 19.00 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 19.00 x 79.75 83.75 87.75 91.75 95.75 4 3 4 2 4 2 4 2 4 3 4 2 4 2 4 2 4 3 4 2 4 2 4 2 4 3 4 2 4 2 4 2 4 3 4 2 21.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 21.75 x 79.75 83.75 87.75 91.75 95.75 4 3 4 2 4 2 4 2 4 3 4 2 4 2 4 2 4 3 4 2 5 2 4 2 5 3 4 2 5 2 4 2 5 3 4 2 27.75 x 79.75 83.75 87.75 91.75 95.75 5 2 4 2- 27.75 x 79.75 83.75 87.75 91.75 95.75 5 3 4 2 5 2 4 2 5 3 4 2 5 2 4 2 5 3 4 2 6 2 4 2 6 3 4 3 6 2 4 2 6 3 4 3 36.13 x 79.75 83.75 87.75 91.75 95.75 6 3 4 3 36.13 x 79.75 83.75 87.75 91.75 95.75 6 4 4 3 6 3 4 3 6 4 4 3 7 3 4 3 7 5 4 3 7 3 4 3 7 5 4 3 7 3 4 3 7 5 4 3 36.75 x 79.75 ) 83.75 87.75 91.75 95.75 6 3 4 3 36.75 x 79.75 6 4 4 3 6 3 4 3 83.75 6 4 4 3 7 3 4 3 87.75 7 5 4 3 7 3 4 3 91.75 7 5 4 3 7 3 4 3 95.75 7 5 4 3 TABLE 7.OXO, XXO, OXX & OXXO GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D, E 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES "X" - 25.50 10 - HEAD/SILL "E" X,XX - HEAD/SILL "F" O- JAMB"B" 0 - HEAD/SILL "E" X,XX - HEAD/SILL "F" TO 37.50 ')OC' - 47.75 TO 71.75 m m SIDE m d LITE 7 WIDTH x HT. p 10.75 x 79.75 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 83.75 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 12.75 x 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 19.00 x 79.75 4 3 4_2` 83.75 4 3 . � 87.75 4 3 4 2 91.75 4 3 4 2 95.75 4 3 4 2 21.75 x 79.75 4 3 4 2 83.75 4 3 4 2 87.75 4 3 4 2 91.75 5 3 4 2 95.75 5 3 4 2 27.75 x 79.75 5 3 4 2 83.75 5 3 4 2 87.75 5 3 4 2 91.75 6 3 4 3 95.75 6 3 4 3 36.13 x 79.75 6 4 4 3 83.75 6 4 4 3 87.75 7 5 4 3 91.75 7 5 4 3 95.75 7 5 4 3 36.75 x 79.75 6 4 4 3 83.75 6 4 4 3 87.75 7 5 4 3 91.75 7 5 4 3 95.75 7 5 4 3 APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. PROM.P REVISED as co.p y w a, the Florid banding Cods: Acceptance NoJ d j Es/Oration Dats L2 coco 0 0 0 8. ••iI • • •• •• • • • • • • • •• 0 • • • • • • • • • .Q • 0, • 'N I. •Q • .a .••.„• • ••Lo. • Z C ..0 a A. LYNN MILLER, P.E. P.E.# 58705 •' • • •• • • • 2,X WOOD BUCK, NOTE 2 1 3/8" ` MIN. EXT. 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE I DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK, NOTE 2 3/4" I MIN E.D. 1 3/4" MIN E.D. I EX no, 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1 /4" MAX. _0_1 SHIM Uii � .. 1 3/4" MIN. E.D. 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, 1 1/4" TYPE 1 OR 2 (CMU) '� �'_ �" NOTE 1 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1 3/4" MIN. E.D. DOOR JAMB (WOOD) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM 1 3/8" MIN. 1/4" MAX. SHIM 1.5 KSI MIN. CMU OR 2X WOOD 3.4 KSI MIN. CONC, BUCK, NOTE 2 DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM EXT. 1 3/8" MIN. CONC. ANCHOR, NOTE 1 CONC. ANCHOR, NOTE 1 2X WOOD BUCK, NOTE 2 M N E.D". 3.4 KSI MIN. CONC. { DOOR SILL (WOOD) DOOR SILL (CONC) EXT. WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 -1 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1 3/4" MAIN- E;D, EXT. •-I 1 3/4" MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1/4" MAX. SHIM 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) .r .. 1 3/4" TYPE 2 (GONG) MIN. E.D. 7 l>iunnvu,o, unu nmoiwivau � ''':'•'. 1.5 KSI MIN. CMU OR 3.4 KSI MIN: CONC. �:,..�:•,:.•13/4"MIN. E.D. 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) EXT. • CONC. ANCHOR, j&EI 1MI ••4 7 • '3/4" 1 :e • • • - • 13/4" —*•-I I MIN. E.D. SIDE LITE SILL (CONC) 1 /4" MAX. SHIM • 3/8" TYPE 1 3/4" TYPE 2 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PRODUCr REVISED as complyIng with the Florida bowling Cad* Acceptance No i 6 - G leg Eaplentiful Dete htt sir' i"-i~ceder Content I •••i • ••. •••• • •• • •••• • • • • • • •• •• • • • •• • • •• • • • • ••.• • •••4 • • • •U . • •• • •• • •• • .• • • •••• • ..• • •<I • W 0 0 .O .�a U u jQ O O • C/) • W J- • • • W • • ▪ 0 046 O• O- • U W U- J a • • • • • • • • A. LYNN MILLER, P.E. P.E.# 58705 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Cgtnty RER - Product Control Section to be used in Miami Dade County and other areas where 11o4€d by tltd ?authority, • • : • Having Jurisdiction (AHJ). •. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • This NOA shall not be valid after the expiration date stated below. The Miami-Dad.Cbuuty Product Control' •• Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Comp') res ve the right • • • • to have this product or material tested for quality assurance purposes. If this prolutt or ma.iteitiai'fails to. ... perform in the accepted manner, the manufacturer will incur the expense of such'fati?* and:hp•AJ-IJ may:..' immediately" " revoke, modify, or suspend the use of such product or material withi��t1 �e:i r. jurisditNdh. RED • • : • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Ceuety Prpduct Control •. Section that this product or material fails to meet the requirements of the applicable building cc • • • This product is approved as described herein, and has been designed to comply with the Florida.Buildipg• • • 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 D, dated 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the 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, 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. ADVERTISEMFNT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0222.14 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 Sifang Zhao, P.E. Dr/26/Z©/8 NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 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 D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS .... . • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • . . • • • • • • . 2) Uniform Static Air Pressure Test, Loading par.F$C, TAS.?,Q-94 '. 3) Water Resistance Test, per FBC, TAS 202-94•: • • , • • • •; 4) Forced Entry Test, per FBC 2411.3.2.1, and. rAS.202-14. • • • • •: along with marked -up drawings and installation diagram of 0.4 plyminum Drizontat • • • sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configi a ion, eared *Y*... Hurricane Engineering & Testing, Inc., Test Reports No. HE' CP--- $049 and. . • HETI-10-3051, dated 03/23/11, signed and sealed by Candid F. l;ont, • • •• • • (Submitted underavi021 No. 11-Q705.1 e,...: 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS?.Y2-94 • 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. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • • • . along with marked -up drawings and installation diagram of 8 spirtjens . • • • • • of an aluminum horizontal sliding window, XO configuration,rpreiared bSathiiicane Engineering & Testing, Inc., Test Reports No. HETI-08-2033' HE'FI-08-2034, • HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2G1 1IETI-M-29.16A • • and HETI-08-2116B, dated 02/28/08, signed and sealed by CandidQ F. FQnt1:1'.E. . . (Submitted under•] J' 1 No.'0sl,11706.0.,) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . • 2) Uniform Static Air Pressure Test, Loadingper );$C T S23 2-94 3) Water Resistance Test, per FBC TAS 202-94, • : • • • • • • •.: 4) Large Missile Impact Test per FBC, TAS 201-94 •• 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06101, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. .... F. STATEMENTS •.. .• • 1. Statement letter of conformance, complying with the FBC 6th Edon (2617J.4lated November 17, 2017, issued, signed and sealed by Thomas J. S'o' P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed jciseale4 Thomaa • J. Sotos, P.E. (Submitted under•AJ[2Q No..12;Q127.041:. 3. Laboratory compliance letter for Test Reports No. HETI-10-3049� IIETt.. '048, • HETI-10-3049, HETI-10-30491, HETI-10-3050, HETI-10-;a 1; IETI-10-3052B, • � HETI-10-3053, HETI-10-3056, HETI-10-3057, HFTI-10-3d30,XETI;184431, IIETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-1 .322t, all issued by , Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04725161h signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HF,TI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window — LM.I." approved on 04/13/17 and expiring on 04/11/12. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-3 4m /� „, ,../. co ,/ 1 /// -// // - o <= O a NOTE: OX 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B. & Bl" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D, & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. Om \\ \ \\` • \\, I O O 0 -. O t // /// // C \\ v ©\\ \\ \�� \ O C O r -1 XO 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, Al, B, & Si" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, Sc E" REFER TO SHEET #5 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. // /// '// . // /// // i // /// '// 4m (- NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & B1" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D. & E" REFER TO SHEET #5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS XOX - Un-Equal Lite (1/4-1/2-1/4) General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES. "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. 11.) SEE SHEET 3 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL Sc AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11,3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. IC.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE FLORIDA BLDG. CODE. PRoDUCP REVISED comPlS ng with the Florida Accep Expi on Date ce No -Si, . 1'% ByMiami Da C Productcontr.,' o tr.' to M a 0 Fe- 0 -J d_ • • • • •• • •••••• • •••‘'•• ••4 • • • ••. • •••••• • •• 01. • • • • •• •• I •• • 0 to 40 0 co rn co U, 0 M 0 Z a. .•• •• .. • •g • t .•2 •.Q .•4g G.� z I~ U d c `'~ E CS � L• C7 C z •�•••• G • — . • Q.c • • A • 0 0 CO C') 'B' - Revised date For the FBC-2014 • a c" I O z TEST UNIT SIZE: 111" X 63" * INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB • SEE GENERAL NOTE #3 & #4. !) TEST UNIT SIZE: 111" X 63" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & #4. 63' OVERALL FRAME HEIGHT 62' INTERIOR FRAME HEIGHT fl ANCHOR NOTES 1. SAME ANCHOR SPACING AT HEAD & SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +70PSF / - 75PSF (4 TOTAL) Kw"XOX" WINDOW EQUAL LITE (MAX0 1.78 .O1.C' . 85 3/8' OVERALL FRAME WIDTH 84 3/8' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF <4 TOTAL) 4 t/2' —11.375=I " 1 4' (MAX. q.C.) TEST UNIT SIZE; 74" X 63' INSTALLATION FASTENERS• (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 6 AT EA. FRAME SILL 5' (8 AT FRAME SILL [F DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE #3 & #4. Max. D.L.O. Width_ 434, \\ \ N Mox. Vent D.L.O' Height 6 7_/11.6" 63' OVERALL FRAME HEIGHT 62- INTERIOR FRAME HEIGHT ANCHOR NOTES: 1. SAME ANCHOR SPACING AT HEAD & SILI\ / 2. TWO ADDITIONAL ANCHORS REQUIRED AT ABOVE +7DPSF FOR UNITS (4TH TOTP AL) "XOX" WINDOW — UN —EQUAL LITE NOTES: 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bl' AT SHEET 113 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET 115 Mox't D24.L.O3/8 YVdth 44jaa I, an 3 1, X 47 1' i0 I VERTICAL CROSS-SECTION DETAILS 'A, AL B, & BI' AT SHEET #3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 111' OVERALL FRAME WIDTH 110' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE t/2' +/- 70PSF (4 TOTAL) �M'" 1 4' 0 MAX.12O.C'—{.) 0® EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED WI WI SILICONE. AND ARE AVAILABLE AS OPTIONAL. (TYPICAL AT 5' ALL CORNERS) 13 1/4' O.C. cl_. l/4. O.C. 13 1/4' D.C. 13 I/4' O.C. 5' 0 0\ e IIx \€0.\, \\�\ N A CA b Mox. Vent O.L.O. Height = 567/16' o _ MO . D.L.O. Jidth b e.g. o '! 33 1 /'} =i_=====-ar= t ,' Q1 I it __'*- #' ° / 0 „I , og _ '// , _-_ - 1c O / / =ar / 7F=_ I. v x iC x 0 2 7 5'(PICAL AT ALY CORNERS) EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE AND ARE AVAILABLE AS OPTIONAL. 13 1/4" O.C. 13 1/4' O.C. 13 1/4' O.C. 13 1/4' O.C. 5' 74' OVERALL FRAME WIDTH 73' 0® (MAX40: .) INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF (4 TOTAL) 4 1/2' - �-{ 5' 1-14 (MAX. O.C.j� b 63' OVERALL FRAME HEIGHT 62' INTERIOR FRAME HEIGHT 8 ,\\ Mox. Vent D.L.O. Height = 56 7/16" 4 Mc>;.i D.L.O.tidth 4 33 1/4 g =='r KI +c===1I // C__i) 0 4 0) V x X 1 (TYPICAL AT 5' ALL CORNERS) t 13 1/4' O.C. 1 CDE /4.O.C. 13 1/4' ANCHOR NOTES: 1. SAME ANCHOR SPACING AT HEAD & SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF <4 TOTAL) "XO" WINDOW EQUAL LITE NOTES ( "OX" REVERSED ) I. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & BI'. AT SHEET #3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #4 13 1/4' 5' —i • '•• ••• • • • 'I. I. • • 4 • •••• • Dt• • •••• • • • •• EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. PRODUCT REVISED as complying with the Florida Building Code Acceptance No - I -I L. Expiration Date •�, /A By - 7 Miami D e Product Control • • •• • •• • o co c0 M I o CT o In 3 `L ) 4.1 L z0 ,0w = Co a. (I) C5 ••44 • ••• •• •Q • I • • ••et ir • ca,.. • •C • W 4.3 E 0 � G Z ••••• e • • O a • 51: • N • O • • • • • •r • •Q • O N co U) IMPACT WINDOW 'B' - Revised date for the FBC-2014 v H c 0 W .c to m mo s� V o •a. 0o 0 (.3 U m 0 M 0 Li 1 I 0 Ce W cc a c C G 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EXTERIOR GRADE PERIMETER CAULKING EXTERIOR EXTERIOR GRADE PERIMETER CAULKING EDGE DISTANCE v 4_ it I I II II I I II II • A 4 v 4.4 U a 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL GYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1/4' MAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS 4 g 1/4' MAX. _ 4 4. 4 oSHIM SPACE 4 1 1/4' MIN. 3 (TYP.) EMBEDMENT Q. • O 4 Q.v 4. 0 1 4 EXT. GRADE CAULK 4 A 4 4- 4 4 .. 4. 4 4 4 1 1/8' MIN, EDGE DISTANCEI OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" 4 4- STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. Tv ��`,"""! JnL� e^v A �^ w � . , :i' ;„ '^�fY EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) EXTERIOR ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS #4, #5, & #6. .................... 1 1/4' MIN. EMBEDMENT. 4 4 a 1/4' MAX. SHIM SPACE CT VP.) 4. 4 #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM SPACE (TYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER GYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) * WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 1S LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, DR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date By ,,.� ) ..�.�. Miami Dade Product Control 1tlt.ty • • •. •.. ..• . • • •• • • • • .. • • • . • • •• • • • • •• v_ w O Q Z z O H C7 zo 44 d- zV) AI • • • z g}••• • • O td"• N •.•• •• O Q • •d • (�11 ••••cd a 0 0 0 tt� 1 dl' I 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1' MIN. EDGE DISTANCE 2X 1 1/4' MIN. EM I ENT 1/4' MAX. SHIM SPACE (TYP.> +1`.i:111111PA:14A;11;1141 :'3.1 - V. EXTERIOR WALL FINISH BY OTHERS (TYP,) {{:(4E4 'EE('< <-E{-({<EEEEE )j»>}}}Y>->->> »-)3))>> 21IEEEEEf{(«>)•, .,-,`, " fEE 1f•e<Y<W,E.�cA,A'‹ 11111F0 �. STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. r :I!1 • EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP,) LAMINATED GLASS SILICONE ADHESIVE BEDDrNG COMPOUND LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. INTERIOR EXTERIOR 73' MAX. WINDOW FRAME BUCK WIDTH 1/4' MAX. SHIM SPACE (TYP.) 'lF EXT. GRADE CAULK 74' MAX. WINDOW FRAME FLANGE WIDTH .PT. WOOD BUCKS 4- 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING> d 1 1/4' MIN. EMBEDMENT d v 1 1/8' MIN. ' EDGE DISTANCE 4. "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) * WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or- APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED as comiepg lying with the Florida Bude Acceptance No I l LI 1.11 Expiration Date o4 By Miami Dade Product Control • • •• •.• ••• • • •• .•• • • .. • • • • • • • •• Fn cn 0 rn z O u) co • • • ••• • •.• to CD M 0 it 0 > W J 0 W 0 oo • cio 1 Cn co 01 y to U cZt a z a • • " • . ••.4 • e. •x •k •••, •� • . &• 1.4 • iJ 0 r+'1 0 z 0 FLANGE IMPACT C7 z i O 04 E C 2 C I- F z GL c .•••• • Co . z • V. • O • _:I •aQ .. • d • • N 5 • • O•E' • x •�•••• O •O • N 0 CO w I w i/) U) En O 0 'B' - Revised date far the FBC-2014 C) 0 0 0 0 # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET .#2 FOR MAX. FASTENER SPACING) I/4' MAX. SHIM SPACE CT VP.) 1/4' MBED EXT. GRADE CAULK WIN D OW INSTALLATION NOTES: CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WC. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) LAMINATED GLASS EXTERIOR WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN —EQUAL LITE 1/4' MAX. SHIM SPACE (TYP.) EXT. GRADE CAULK �x d 141111M 1 AIWAI ITAi11iMUWAVAWAy. a a 1 1/4' MIN. EMBEDMENT o a 1 1/8' MIN. EDGE DISTANCE 4 d PRODUCT REVISED as complying with the Florida Building Code Acceptance No - if Expiration Date By Miami Product Control. .PT. WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) • • •••1 •••l 004 • ••• •••4 • •• • •••• • • • • • •• ID w CO Cd) H � Inpcto V O � � 0 • I:. Z .� Z • 0 • ,to w = C 00 a .Z • • • •••i(" I • ••• 4 •• •a • ^ V • ••••4, • 6,0I •• • • 0 i 0• z • 2 • a •c•••• O •E • •(a • • • • W •C • ,_a •!••• z•tr•••• O U • • N • a• •••• E • • •••• C7 CDC • E (A r I u ul x � FLANGE IMPACT WINDOW No change this sheet a°O¢ 1Q O 0 2 a x z DESIGN LOAD CAPACITY (PSF) - OX or XO WINDOWS WINDOW # Jamb # H & S Anchors +/ - Pressures (psi) Glass Type "A" (* 2). Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) 1Glass Type"F" (* 3) - psf WIDTH HEIGHT Anchors _ + psf - psf + psf - psf + psf - psf + psf - psf + psf" psf + psf 24 24 3 3 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 24 3 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 48 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 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 70.0 80.0 80.0 80.0 80.0 36 36 • 3 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 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 80.0 .. 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 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 • g; 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 70.0 80.0 80.0 80.0 80.0 : • 24 60 5 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 60 5 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 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 70.0 70.0 80.0 80.0 80.0 80.0 72 60 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. 70.0 70.0 70.0 70.0 80.0 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 80.0 80.0 80.0 80.0 53.125 26 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 74 26 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 26.5 38.375 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 37 38.375 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 53.125 38.375 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 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 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 37 50.625 5 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 53.125 50.625 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 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 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 37 58 5 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 53.125 58 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 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 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 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - - - - - - < Notes (*) 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. 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 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF C+80.0 DP yytJCrREVISED . impiying with the Florida Code Acceptance No 1 /4 2 • t 7 Expiration Date n to 0 cn z O to co . • ... . ... . . . ••• • .• tO 0 M 0 00 ▪ M 6.4 0 tD CO to o) to AND GLASS DOORS 0 Q z E-4 0 0.4 z t7 z 0 a • • 4• •.u, �•. .• 0 cn A � x z E-4 z 0 a 0 (XO or OX) z 0 0 0 c.) .• . W-•• •.•. • .•. d • . .,L.... u .... 0 • • I .ta. • .. •c.) . w 0 change this 0 Z . 2°Q the FBC-2014 U. e a a II7 a 0 v C. W L U O mI '-0 \M :W c 4 a E O O • 0 N P W L U s E .. C) o I 0 N x w z tl 0 z By Miami Dade Hr,i..,.. DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un-Equal Lite (1/4-1/2-1/4) + /- Pressures (pst) FRAME SIZE WIDTH HEIGHT 60 24 # Jamb Anchors 3 # H & S Anchors 7 Glass Type "B" (* 2) + psf - psf 80.0 80.0 Glass Type "C" (* 2) + psf 80.0 - psf 80.0 Glass Type "D" (* 2) + psf 65.0 - psf 75.0 Glass Type "E" (* 3) +psf 65.0 - psf _ Glass Type "F" (* 3) + psf 75.0 52.0 - psf 52.0 Glass Type "G" (* 2) + psf - psf 65.0 75.0 72 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 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 108 60 24 24 36 3 3 3 10 11 7 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 75.0 75.0 75.0 65.0 65.0 65.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 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 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 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 _ 108 60 36 48 3 4 11 7 70.0 75.0 52.0 70.0 52.0 75.0 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 •. 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 •' 84 96 48 48 4 4 8 10 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 52.0 75.0 . 52.0 52.0 52.0 65.0 65.0 75.0 •• 75.0 .. 108 60 48 60 4 5 7 WO 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 52.0 75.0 52.0 52.0 52.0 65:0 65.0 75.0 •• 75.0 :• 72 84 60 60 5 5 7 8 52.0 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 •., 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 52.0 52.0 65.0 75 :0 65.0 75.0 52.0 52.0 65.0 75.0 74 74 26 38.375- 3 3 7 7 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 75.0 75`:0 65.0 65.0 75.0 52.0 75.0 52.0 52.0 52.0 65.0 65.0 75:0 75.0 74 74 50.625 58 4 5 7 7 70.0 75.0 PM 70.0 52.0 75.0 52.0 65.0 65.0 75.0 75:0 65.0 65.0 75.0 52.0 75.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 74 79.5 63 26 5 3 7 9 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0. 52.0 75.0 52.0 52.0 52.0 65.0 65.0 75.0 75:0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75,0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 106.25 63 26 5 3 9 11 52.0 52.0 52.0 52.0 65.0 65.0 75.0 .. 75.0 65.0 65.0 75.0 52.0 75.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 111 26 3 11 52.0 52.0 52.0 1 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 75.0 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 110 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F'') AND +80.0 DP MAX. 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 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX - Un -Equal Lite REynseco Building Code Accaptance By Miami acie Product Control SILL RISER - OPTIONAL APPLIED WITH SIL ICONE FOR DP ABOVE +70.0 PSF ED CO • Vedi 0.41 • • • co rni a. ru 0 21/ ce ay Li .15 • • es DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3-1/3) HS-8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW I DESIGN LOA D eCHAtr�T: WiTI'�_' R1_CC Errrn Are /VAV TTAT VAT? AT r rmnN + / - Pressures (psf) cit a FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) WIDTH HEIGHT Anchors Anchors + psf - psf + psf - psf + psi - psi + psf - psi + psi - psi + psi - psi 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 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 65.0 75.0 _ 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 _ 52.0 65.0 75.0 : 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .. 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • • 60 60 5 7 _ - - 52.0 52.0 65.0 75.0 65. 0 75.0 52.0 52.0 65. 0 75.0 • •; • or LA wbkfr 72 60 5 : 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • •; 84 60 5 - • 9 - - 52.0 52.0 '65.0 75.0 65.0 75.0 52.0 52.0 • 65.0 75.0 ..... 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52:0 65.0 75.0 ; 53.125 38.375 4 6 80.0 80.0 . 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ;.. 53.125 50.625 . 4 6 70.0 75.0 70.0 75.0 . 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 58. . 5 - 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 . 75.0 53.125 63 5 6 - - 52.0 _ 52.0 65.0 . 75.0 65.0 75.0 52.0 52.0 65.0 . 75.0 74 26 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 74 38.375 . .4 9 - - 52.0 52:0 65.0 75.0 65.0 75.0 52.0 .52.0 .65.0 . 75.0 74 50.625. 4 9 .. - - 52.0 52.0 65.0 75.0. 65.0 75.0 . 52.0. :. 52.0 . 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Revirion Notes - No change this sheet 44, 'B' - Revised dote For the FBC-2014 C. Compliance w/ FBC 5th Edition (2014) `A0 and ASTM E1300-09 u D. Compliance w/ FBC 6th Edition (2017) r w c. 0 LIo i = i 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 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 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 .75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 1 z a 1 z ti C 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 • 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 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 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0 65.0 75.0 _ 65.0 75.0 52.0 52.0 .,ar•7.R�vre, 5.0 Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. 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 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. \\ • \\•\� \, /// '// • XOX -Equal Lite as complying with the Florida Building Code Acceptance No Expiration Date By SILL R I S L mniefilr &ROILct Control APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) A • ... • . .•. • • • • . . 'SILICONE OPTIONS', DOV CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 0.600' GLAZING DEPTH LAMINATED GLASS COMPOSITION - TYPE B ITEM GLASS DESCRIPTION 1 DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS l SAFLEX PVB by 2 0.090' PLASTIC INTERLAYER -- 3 1/8' ANNEALED GLASS 1 0.340- - Eastman Chemical co. LAMINATED GLASS COMPOSITION - TYPE D ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION I 1/8' HEAT-STRENGHTENED GLASS any _ - - _-_ - TROSIFOL PVB by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER Aar _ _ _ __ - 3 1/8' HEAT-STRENGHTENED GLASS t 1 Jj our LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1/8' HEAT-STRENGHTENED GLASS - - - - - SAFLEX PVB by Eastman Chemical co. oast 2 0.090' PLASTIC . INTERLAYER l _ -_ _ _ _ - _ 1/8' HEAT-STRENGHTENED GLASS_ 1 0.340• - 3 LAMINATED GLASS COMPOSITION - TYPE F ITEM GLASS DESCRIPTION ( DETAIL LAMINATE DESCRIPTION 1 we- ANNEALED GLASS 1/ ' -_ _ _-- TROSIFDL PVB by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER _ _ _ ____ _ 3 1/8' ANNEALED GLASS 1 034r 0.600' GLAZING DEPTH 'SILICONE OPTIONS': DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS i� 2 0.090' PLASTIC INTERLAYER ® .114 SAFLEX PVB by 3 1/8' ANNEALED GLASS / _ - Eastman Chemical co. 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS (•) 1 0-340 INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS TROSIFOL PVB by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER (T ® 1/4• 3 1/8' ANNEALED GLASS le r = _ _ _ _ 4 1/4' INSULATED AIR SPACE _ _ _ -_ 1 0.340. — 5 1/8' ANNEALED GLASS (•) INSULATED LAMINATED GLASS COMPOSITION TYPE G ITEM GLASS DESCRIPTION DETAIL 1 LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS .r ._. _ _ __._ 2 0.090' PLASTIC INTERLAYER �T ® .114 TROSIFOL PVB by 3 1/8' HEAT-STRENGHTENED GLASS l/ Kuraray America, Inc. jI 4 1/4' INSULATED AIR SPACE = _ '-' 5 1/8' ANNEALED GLASS (•) 1 0.340. (I) WINDOWS WITH GLASS TYPES 'A, C. OR G' INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN t. # 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING AND DP TABLES FOR QUANTITY) EXTERIOR GRADE PERIMETER CAULK ING XS_ _ PERIMETER SEALANT 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048") 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL WINDOW FRAME EXTERIOR E2 FRAME MULLING DETAIL SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX, DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN l/4 MAX �' INTERIOR � 12 S.O.S. X . 1 1/4" L. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) CD WINDOW FRAME EXTERIOR NOTE: HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/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 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REQ'D. GLAZING BEAD C 3/8' ) 6063-T5 ALUMINUM • . 12 FS-006 AS REQD. FRAME ASSEMBLY SCREWS di #8 X 3/4' P.H. PHILLIPS .a4 13 FS-040 AS REQD. INSTALLATION SCREWS #14 SMS F.H./PHIL. ••4 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULB #3033 •. 15 PWS-003 AS REQD. FIN SEAL WEATHERSTRIP . .187' w x .230' h • \II 16 PWS-005 AS REQ'D. FIN SEAL .WEATHERSTRIP .187' w x .350' h •• 1 17 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP •• .187' w x .310' h •• • 18 L-7711 AS REQ'D. GLAZING BEAD C INSULATED) • 6063-T5 ALUMINUM • 19 PWS-001 AS REQ'D. PILE @ GLAZING BEAD:. .187' w x :150' h • • 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM.- ❑PTIONAL " 21 L-7539 2 VENT EXTRUDED SPRING .LATCH 6063-T5 ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H,/PHIL. 26.1 HC-044-1 2 WEEP FLAP & BAFFLE I 26.2 HC- I X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. 27 HC-040-1 2 SASH ROLLER & HOUSING I 28 HC-026-1 1 SCREEN FRAME & MESH I . 29 I 1 ATTACHMENT SCREW @ CLIP #8 X 5/8' S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063-75 ALUMINUM 33 x 2 LAMINATED GLASS See Details 2 L.H. of sheet 9 34 I AS REQ'D. GLAZING SILICONE See Details 2 L.H. of sheet 9 35 ❑PTIONAL AS REQD. COLONIAL FALSE MUNTIN ALUMINUM 36 SM-5504 AS REQ'D. JOINT SEALANT I 37 I AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration BY Miami Dade Product Couboi I- V) 0 t7a z 0 co • • • • • • • • • • • 0 tC cow tO rn 0 M 0 z to co M d 0 22 0 -I 0 Li CL O ca ak ••4 • • • Z. •04, 1• /'1 0,4 • ?. • •~.1 • ••10 • • W • Er FLANGE IMPACT WINDOW C:7 Z H ::quisil • •• Oz•• • NI Tr • O •te • x • Itr• • • • R E I= O • SERIES-8700 C9 z C7 Na change this sheet m a• 011 Ca0 O M i z O I FRAME HEAD L-7703 0 I L2- 1----L439-----� r062 FRAME FIXED JAMB L-7701 0 .750 .062 7. 2.651 J FRAME SILL L-8701 0 .J7 2.655 2.374 FRAME VENT JAMB L-8703 0 2.000 2.643 .062 --.750--1 SILL TRACK L-8702 SILL RETAINING CLIP L-8705 4466 A62 - - 7 - VENT SPRING LATCH L-7539 462 1235 VENT INTERLOCK RAIL L-7705 0 I- .062- E] VENT JAMB RAIL L-7706 1.450 2.062 --L235 FIXED MEETING RAIL L-7704 0 SILL ANCHOR CLIP L-8830 32 I- f94 f 2.794 VENT TOP/BOTTOM RAIL L-7707 CD GLAZING BEAD L-7708 11 .950 VENT TOP RAIL VENT TOP CORNER VENT JAMB RAII 1 VENT BOTTOM RAIL VENT BOTTOM CORNER GLAZING BEAD L-7711 FRAME JAMS .141. VENT LOCK RAIL FRAME TOP CORNER FRAME HEAD FRAME BOTTOM CORNER FRAMF SI! I FRAME MEETING RAIL FRAME SILL / MEETING RAIL FRAME & SASH CORNER ASSEMBLY DETAILS SILL RISER ADAPTER L-8706 20 —.500 • • •. •• • •• ... • w• •.• • • • .. FRAME SNI PRODUCT REVISED ,a as complying with the Florida `a Building Code Acceptance No - 1I 2,11 Expiration Data 3- By Miami Dade Product Control a 10 o 0 re)C 1 C/1 t0 V 0)0I C4 30 O Q zw Wiz° w z 00 M a ••i�C • 4 • ••44 • • • • .• . It) •J� w • • IPi w :. t 1• •tzr •.fir.• ••. • N•. • 0 H U v, a a � a Ccr Lz z to tC1:a • a goia ••• t • • d at i••• H ..... Z 6••.. O - • O . • to•••• co • m p i 0 7- 1 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204, Project Address Permit Parcel Number Permit NO. WS-3-18-817 Permit Type: Windows/Shutters Classification: Window/Door Replacem Permit Status: APPROVED issue Date: 4/3 Expiration: 09/30/2018 Applicant 1080 NE 92 Street Miami Shores, FL 33138- 1132050270400 Block: Lot: GUCO HOLDING LLC Owner Information Address Phone Cell GUCO HOLDING LLC 2700 SW 3 Avenue MIAMI FL 33129- 2700 SW 3 Avenue MIAMI FL 33129- Contractor(s) Phone CP CONSTRUCTION & INVESTMENT I (305)926-0977 Cell Phone Valuation: Total Sq Feet: $ • 8,000.00 0 Type of Work: WINDOWS & DOOR REPLACEMENT No of Openings: 22 Additional Info: WINDOWS & DOOR REPLACEMENT Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $4.80 $4.80 $3.20 $1.60 $320.00 $12.00 $6.40 Total: $352.80 Pay Date Invoice # 03/29/2018 04/03/2018 Pay Type WS-3-18-66967 Check #: 2537 $ 50.00 $ 302.80 Check #: 2547 $ 302.80 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,' drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIM NG POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all wo . ,"'II be d n compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the woat=• April 03, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date April 03, 2018 1 0.5 \<1° BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS 1080 NE 92TH ST JOB ADDRESS: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 EC 1 \TED MAR 2018 FBC2011b}" Master Permit No. US (8- 811 Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL D CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: ( (-,3 2 0 5 -0 E7 - O4. O0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): GUCO HOLDING LLC 2700 Sw 3rd Ave Suite 2F Address: City: Flood Zone: BFE: FFE: (786) 712-6806 Phone#: Miami Fl 33129 State: Zip: Tenant/Lessee Name: Phone#: Email: juan@cpcoin.com CONTRACTOR: Company Name: CP Construction & Investment LLC Address: 2700 Sw 3rd Ave Suite 2F Phone#: (305) 926-0977 Miami Fl 33129 City: State: Zip: Carlos Cortes (786) 317-4198 - Qualifier Name: Phone#: State Certification or Registration #: CGC1508210 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: 8, 000 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Windowns and Doors Replacment Description'of Work: DCOIC. ❑ Repair/Replace ❑ Demolition `20 GL)t.Y - clown S , Cxn0l Specify color of color thru tile: Submittal Fee $ LTV 1 ci Permit Fee 020 • a CCF $ CO/CC $ Scanning Fee $ Radon Fee $ ' ` _0 DBPR $ ' ' Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ' c (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Si nature L g v' "�' OWNER or AGENT The foregoing instrument was acknowledged before me this .2a.0 day of 0 Cll/di\ ,20 � ,by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY va ra Tatot"dr°V1ontero Commission # GG077310 ?f. Expires: Feb. 27, 2021 Bonded thru Aaron Notary Signature CONTRACTOR The foregoing instrument was acknowledged�before me this act, day of (X&C.A , 20 M , by (& t C0te t , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: CL W4 4otab N'2yra Carolina Montero ..'= Commission # G6077310 • g Expires: Feb. 27, 2021 •,„ i ;;�.�� Bonded thru Aaron Notary Sign: Print: Seal: Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: -1151" Cy2 Z.uorN C--0(eS Qualifier/Owner Signature Date Print Name FLORI'e!\ DE 'J TN1ENT D f 1St'ATE, DIVISiOP1 OF CORPORATIOIS •Iii°1114(1.i DIVISION Of 5torg CORPORATIONS affirial State of Florida websire Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company GUCO HOLDING LLC Filing Information Document Number L17000110818 FEI/EIN Number 82-1580988 Date Filed 05/18/2017 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 09/27/2017 Event Effective Date NONE Principal Address 2700 SW 3 Avenue Suite #2F MIAMI, FL 33129 Changed: 02/19/2018 Mailing Address 2700 SW 3rd Avenue Suite #2F MIAMI, FL 33129 Changed: 02/19/2018 Registered Agent Name & Address EPGD ATTORNEYS AT LAW, P.A. 2701 PONCE DE LEON BLVD. 202 CORAL GABLES, FL 33134 Authorized Person() Detail Name & Address Title MGR CORTES, CARLOS 2700 SW 3 AVENUE, iSWITE'#2F MIAMI, FL 33129 Title MGR CORTES, JUAN 2700 SW 3 AVENUE, SUITE #2F MIAMI, FL 33129 Title Manager Gutierrez, Nicolas Carera 18 #94-30 Apt. 502 Bogota, Colombia 110221 CO Annual Reports Report Year Filed Date 2018 02/19/2018 Document Images 02/19/2018 -- ANNUAL REPORT 09/27/2017 -- LC Amendment 05/18/2017 -- Florida Limited Liability View image in PDF format View image in PDF format View ,mage in PDF format Florida Departmear. of State, Division of Corporations Prepared by and return to: Felix R. Carrillo, Esq. Attorney at Law Law Offices of Carrillo & Carrillo, P.A. 3676 SW 2 Street Miami, FL 33135-1023 305-460-6001 File Number: 18-2536RE Will Call No.: CFN: 20180110993 BOOK 30874 PAGE 107 DATE:02/23/2018 04:24:52 PM DEED DOC 3,120.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY [Space Above This Line For Recording Data] Warranty Deed This Warranty Deed made this 16th day of February, 2018 between Maria lsabel`Castillo`Avilac an`unmarried widower whose post office address is Cille Londres; Bloque-U Casa #3647, Colonia Lomas del Guijarro, Tegucigalpa, Honduras, grantor, and"Guco Hol`diii LLC, a Florida limited liability company whose post office address is 2700 SW 3rd Avenue, Suite 2F, Miami, FL 33129, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 1, Block 3, Bay Lure, according to the plat thereof as recorded in Plat Book 44, Page 63, Public Records of Miami -Dade County, Florida. Parcel Identification Number: 11-3205-027-0400 a/k/a 1080 NE 92nd Street, Miami, Florida 33138 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2017. CFN: 20180110993 BOOK 30874 PAGE 108 In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Witness Name: r -7 3 Witness Name: \ State of Florida County of Miami -Dade Maria Isabel Castillo Avila (Seal) The foregoing instrument was acknowledged before me this 16th day of February, 2018 by Maria Isabel Castillo Avila, who U is personally known or [X) has produced a Passport as identification. [Notary Seal] • "Y P % YVONNE MARIE VILLAVICENCIO Notary Public - State of Florida • ''' : • 5 Commission w GG 016582 My Comm. Expires Jul 28. 2020 ••,"P "o�,Ac Bonded through National Notar Assn,, Printed Name: My Commission Expires: �U (26 L0 CFN: 20180110993 BOOK 30874 PAGE 109 MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204• Fax: 305-756-8972 Permit No. REOC-1-18-152 Certificate of Re -Occupancy Address: 1080 NE 92 Street City: Miami Shores State: FL Zip: 33138- This certificate verifies that the reference property has been inspected .by Miami Shores Village and has been determined to presently comply with schedule of regulations of Miami Shores Land and Development Code pertaining solely to the requirement that each one -family dwelling is used and intended to be used for a one -family dwelling purpose only; however, this certificate does not constitute any representation or warranty as to the condition of the dwelling or other structures on the premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own inspections of the premises in order to determine the condition thereof. Building Approval: /4-3//dS2 Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3205-027-0400 Property Address: 1080 NE 92 ST Miami Shores, FL 33138-2933 Owner ALVARA PAZ ZUNIGA &W MARIA ISABEL CASTILLO AVILA Mailing Address 1080 NE 92 ST MIAMI, FL 33138 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,314 Sq.Ft Living Area 1,813 Sq.Ft Adjusted Area 2,002 Sq.Ft Lot Size 8,802.5 Sq.Ft Year Built 1949 Assessment Information Year 2017 2016 2015 Land Value $316,890 $295,060 $268,300 Building Value $139,339 $139,339 $139,339 XF Value $0 $0 $0 Market Value $456,229 $434,399 $407,639 Assessed Value $433,802 $394,366 $358,515 Benefits Information Benefit Non -Homestead Cap Type Assessment Reduction 2017 $22,427 2016' 2015 $40,033 $49,124 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BAY LURE PB 44-63 LOT 1 BLK 3 LOT SIZE 70.420 X 125 OR 16863-0603 0795 1 COC 26334-2631 02 2008 6 Generated On : 3/29/2018 Taxable Value Information 20171 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $433,802 $394,366 $358,515 School Board Exemption Value $0 $0 $0 Taxable Value $456,229 $434,399 $407,639 City Exemption Value I $0 $0 $0 Taxable Value $433,802 $394,366 $358,515 Regional Exemption Value $0 $0 $0 Taxable Value $433,802 $394,366 $358,515 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 09/26/2008 $360,000 26594 0575 Sales which are qualified 02/01/2008 $310,500 26334-Other 2632 disqualified 02/01/2008 $0 26334- 2631 Sales which are disqualified as a result of examination of the deed 05/01/2007 $0 25661- 1750 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/29/2018