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HomeMy WebLinkAboutNOA'Sj E. StofftArchitects, P.A. .OA Approval for Aquvista Lot LbyRandall MIAMI-DADE _ �/ MIAMI-DADS COUNTY :date: PRODUCT CONTROL SECTION DEPARTMENT OF REGULATD ECONOMICI RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION I T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable j The documentation submitted has been ,reviews Section to be used in Miami Dade County and (AHJ). This NOA shall not be valid after the expiratic Section (In Miami Dade County) and/or the Al have this product or material tested for quality the accepted manner, the manufacturer will ins revoke, modify, or suspend the use of such prods revoke this acceptance, if it is determined by N material fails to meet the requirements of the apX This product is approved as described herein, at including the High Velocity Hurricane Zone. DESCRIPTION: Series "3200" Outswing All APPROVAL DOCUMENT: Drawing No. LX Window", sheets 1 through 07 of 07, dated 07/21 signed and sealed by Thomas J. Sotos, P.E., bE with the Notice of Acceptance number and Expa MISSILE IMPACT RATING: Large and S� Limitations: SCANNED BY ,-s and gSt �u�lla sous g verriing the use of construction materials. and accepted by Miami -Dade County RER -Product Control her areas where allowed by the Authority Having Jurisdiction date stated below. The Miami -Dade County Product Control (in areas other than Miami Dade County) reserve the right to urance purposes. If this product or material fails to perform in the expense of such testing and the AHJ may immediately or material within their jurisdiction. RER reserves the right to mi-Dade County Product Control Section that this product or able building code. has been designed to comply with the Florida Building Code, m Casement Window — L.M.I. ,00-0801 Rev D, titled "Series: 3200 Outswing Impact Casement /08 and last revised on NOV21, 2017, prepared by manufacturer, ;aring the Miami -Dade County Product Control Revision stamp ation date by the Miami -Dade County Product Control Section. all Missile Impact Resistant 1. See Design Pressure (DP) VS Window sizes, configuration and glass types in sheets 5 and 6. 2. See glass types in sheet 5 & 6. The monolithic lite in insulated laminated glass is oriented at exterior side and require tempered glass, if used at 30 ft aboi e the grade 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 conside change in the applicable building code nega TERMINATION of this NOA will occur, materials, use, and/or manufacture of the product, for sales, advertising or any other with any section of this NOA shall be cause ADVERTISEMENT: The NOA number I the expiration date may be displayed in advi be done in its entirety. after a renewal application has been filed and there has been no ly affecting the performance of this product. the expiration date or if there has been a revision or change in the iuct or process. Misuse of this NOA as an endorsement of any poses shall automatically terminate this NOA. Failure to comply termination and removal of NOA. eded by the words Miami -Dade County, Florida, and followed by ing literature. If any portion of the NOA is displayed, then it shall 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 joblsite at the request of the Building Official. This NOA revises NOA No.14-0908.20 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned abo le. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. INTY) NOA No.17-1212.22 Expiration Date: March 04, 2019 Approval Date: February 01, 2018 Page 1 $T. E-uae Cowry, ';?rt�titfiEr��7 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. 'Manufacturer's die (Submitted under, 2. Drawing No. L320 Impact Casement) by manufacturer, s: B. TESTS 1. Test report on: 1) ings and sections. #081020.08) I1, Sheets 1 through 07 of 07, titled "Series: 3200 Outswing )w", dated 07/27/08, with revision "C" dated 08/25/14, prepared and sealed by Thomas J. Sotos, P.E. Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" arm. Lami glass w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099A, HETI-08-2102A, BETI-08- 2097A, BETI-08-21(3A and HETI-08-2131A, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. j (Submitted under NOA #08-1020.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement ! window, X configuration, w/5/16" ann. Lami glass w/PVB laminate by DuPont, Test Report No.'s UETI-08-2099B, BETI-08-2100, BETI-08- 2101,HETI-08-2102BIHETI-08-2097B,HETI-08-2103B,HETI-08-2104, BETI-08-21059 HETI-08-2106, BETi-08-2125, and B ETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Front, P.E. (Submitted under NOA_ #08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 16/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 2. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours &-Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. _ 14kfti 1. C.`-- bbaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.22 Expiration Date: March 04, 2019 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. ►NCE: EVIDENCE SUB E. MATERIAL CERTIFICATIONS 3. Notice of Acceptance No. 14-01423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Mass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5tb Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for ,profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NdA No. 12-0127.21) 4. Statement letter of no financial interest, dated 10/01/08, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 08-1020.08) 5. Laboratory compliance lette � for Test Reports No.'s HETI-08-2099A, dated 07/10/08, H[ETI-08-2102A, Jdated 07/10/08, HETI-08-2097A, dated 07/10/08, HET7 08-2103A, dated 07/10/08, HETI 08-2131A, dated 07/10/08, IIETI 08-20998, dated 07/10/08, HETI-08-2100, dated 07/10/08, HETI 08-2101, dated 07/10/08, HETI-08- 2102A, dated 07/10/08, H1ETI-08-2102B, dated 07/10/08, RETI-08-2097B, dated 07/10/08, HETI 08-2103B, dated 07/10/08, HETI-08-2104, dated 67/10/08, HETI-08- 2105, dated 07/10/08, HETI1 08-2106, dated 07/10/08, HETI-08-2125, dated 07/10/08, and HETI-08-2131B, dated 0 /10/08, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P, E. (Submitted under previous NOA AlT& 081020.08) G. OTHERS I 1. Notice of Acceptance No. 13.1217.22, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window - L.M.I., approved on 03/06/14 and expiring on 03/04/19. 2. New Evidence submitted. A. DRAWINGS 1.. Drawing No. L3200-0801 Rev I sheets 1 through 07 of 07, dated manufacturer, signed and sealed Note: This revision consist of editor B. Test 1. None. titled "Series: 3200 Outswnng Impact Casement Window", 7/27/08 and last revised on NOV21, 2017, prepared by Thomas J. Sotos, P.E. changes of FBC 17 (6h Edition) code compliance. E-2 64 k-:1 N - U-1-1-11� Ish q I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.22 Expiration Date: March 04, 2019 Approval Date: February 01, 2018 Lawson Industries, Inc. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department, of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICA 1. Notice of Acceptance Nc "SentryGlas® (Clear as 2. Notice of Acceptance Nc Ultraclear, Clear, and 4 3. Notice of Acceptance N( "Saflex Clear and Colo. F. G. 14-0916.11 issued to Kuraray America., Inc. for their d White) Interlayer", expiring on 07/04/18. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol@ olor PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 15-1201.11 issued to Eastman Chemical Company (MA) for their Glass Interlayers", expiring on 05/21/21. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and `'No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter dated 01/22/18 of the editorial drawing changes issued by Lawson Inc, signed by Nelson Erazo, Senior design engineer. OTHER I 1. This NOA revises # 14-0908.20, expiring 03/04/19. . lshaq I. Chanda, P.E. I Product Control Examiner i NOA No.17-1212.22 Expiration Date: March 04, 2019 Approval Date: February 01, 2018 i E-3 ANCHORS: 12 1 2• (A) 3 AT FRAME HEAD '(MAX. O.C.) (C) 3 AT FRAME SILL 6• (D) 5 AT EA. FRAME JAMB A Al (MAX.) AAT —R ANCHORS: CORNERS) (A) 6 AT FRAME HEAD — 6 (•) (C) 6 AT FRAME SILL t � (D) 4 AT EA. FRAME .. / / Q38 36 \ N Max � O.L.O./ 1pth •^ �� _o N9 a o ~ In m / // r vi U' o / •. t /� J N Y(7QJ '° U ,�., C f O o / /// Y / L ym L 9 C \ I I+ I N I 9 \ Y N D \ ! .\ m SEE DETAIL #4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) 30) 55 /8" ]f Wid - E 1�71 6rx eket mld-spun. 0 ci .. rV I i �illij ANCHOR CLUSTER 4NCHORS, SEE DETAIL #4 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) (D) 4 AT EA. FRAME JAMBS %AZ%A 1 0. W' x L SY f a - tC3 s 6" 25. O.C. MAX. 6" -i 4' � 8' 1 1 :xed Bracket EXT, 6 INT. FALSE COLONIAL ( B (Wx, 25. O.C. (MAX.) 6- ( `) B 4^ 2.- O MAX. MUNTINS ARE APPLIED W/ (wx.) 37' 74' (Typ. at rall ll Fix d 74• W/ SILICONE AND ARE WINDOW FRAME WI➢TH WINDOW FRAME WIDTH Lite Comers) WINDOW FRAME WIDTH AVAILABLE AS OPTIONAL. X' ELEVATION "XO" ELEVATION — (OX reversed) "}X" ELEVATION EXT. 6 INT. FALSE COLONIAL (LIMITED TO LOADS ON SHEET 5 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) MU SAPPLIED W/ ILICONE APPI General Notes: SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS AVAILABLE AS OPTIONAL 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 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRED SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL, 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 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.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. 6.) SEE SHEET #5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET y2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CUPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2^ TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SILL TO HE THE SAME AS FRAME HEAD. 11.) SEE SHEET N 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS 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) MODUCrasvt91811) ae ampwn wick [hit FI NIA F(rditRt Q�d+ Arrpaen No 1�-(2/'1.22 BRapI1i61rhte NIR a+.?dl9 e�canle�cd.aa /�'11 p�y/�(�9y/%1 �q��1 f (��//T � Reulebn Nate /�A V 'Y IJ ®1 V A R-1-d to Co ly r 2010 FBC LLii iill JJR4.. �j ME N.W. 90 ST. 66 B. Renewal and Reylsla0 to sheet 5 & 6 of 7 IND VSTRZES,. INC. PH N.. (05)I 696 8DA 1660 o C. Revised to Comply r 2014 FBC MANUFACTORM OF QULUTr ALIRUNUM WINDOWS AND CLASS DOORS Dino Clue Purl Clan: Prod Catryory: S¢r41/DadaL• Dom Ry (: Rav4fm, /, OF N. ERAZO 07/Z?/0e Series; 3200 Outswing Impact Casement Window O. •'� d Oa1e R'"`ei° GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) �+�.,y� N. ERAZO 11/01/17 ,•[+;.p'~ ReWNon L�4 Some Produei RUo,r+ee . .. .. D CASEMENT32ENT320D-OBNG-01 �� �� L3200-0801 �� 1 OF 7 1 5/32' ALL P.T. WOOD *BUCKS 1 1/4' TAPCONS W/ ENGINEERED SEPARATELY C E DtS 1 1/4' MIN. CONC. & TO BE REVIEWED EMBEDMENT I BLDG. OFFICIAL43 4D.ISTBANCE 1�('& (MIN. EM METAL LATHSTUCCO OTHERS); ;�' ,',� • • STUCCO(BY (BY OTHERS) Fib 1/4' HAX SHIM SPACE PERIM. CAULKING BY OTHERS (TYP.) 1 17 EXTERIOR GRADE PERIMETER CAULKING 15 BY OTHERS 1 i (TYP.) 24 1 Al 15 22 23 17 O 16 5 i 5- — - -- --- -- -- -- 21 18 42 r 2 j 12 16 48 x r x x EXTERIOR a = EXTERIOF�_ i I INTERIOR 13 iij 111 GLASS ING EXT. GRA➢E Y PERIM, CAULKING (TYP.) ° 22 23 26 STUCCO— A. 2 3/4' EDGE DISTANCE WHEN THE DAP BETWEEN THE WINDOW FRAME AND TBE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR VD. 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) EXT, GRADE— PERIM. CAULKING (TYP.) 1 1/4- (MIN. EMBED.) I METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) — # 12 S.M.S. or WD. SCREW W/ o v 1 1/4' MIN. WOOD EMBED d 1E5/32' - GE -DISTANCE v ° ALL WOOD BUCKS •f+`.' 0 ENGINEERE➢ SEPARATELY STUCCO & TO BE REVIEWED (BY OTHERS) ^ .• 43 BLDG. OFFICIAL (TYP.) t 1 a• G 50 47 1 1/4, (MIN. EMBED. 2X WOOD BUCK ANCHORED TO CONC. TO BE P.T. (TYP.) 2X WOOD 15 17 BUCK (TYP.) &BLDG. FRAMING HIM MAX. SHIM SPACE D SEPARATELY REVIEWED ICIAL (TYP.) 11 16 16 18 ------- is--18 — ---- --- - - — -- ---- ------ 5 it x 4 49 2 INTERIOR w 2 � W = EXTERIOR j INTERIOR a z u 13 14 51 J W J ! I i1 FRODUCPQEVtWP wJ o c12 16 46 it li il i mmuaplyle[i wllh the FTat+il ¢g fa".g C'mto Aac gm -NO 1�Z_-2 816 21 Enkao- 1/4' MAX, 'HIM SPACE BUCK (TYP.) 11j4. 6(MIN. EMBED.) EXT, GRADE PERIM. CAULKING (TYP.) ¢¢ 1X or 2X P.T. WD. BUCK 11, 2 3/4' EDGE DISTANCE RM,bm Nobs A. Ravind to Com 1y w 2010 FBC W /'y O 7y T I y\�tf'(/ LA fF i 1[/�I�11` �(1{/Iv/ 6501 N.W. 90 ST. 1 MEDLEY, FLORIDA 33166 INDUSTRIES, INC. PH No. (305) 896-8660 B. Ron —I and Re 16- tt shoal 5 & 6 of 7 m . C. R.%M W Complyw/ 2014 FBC MANUFACTURER OF QUALITY ALUMINUM RDWOWS AND CLASS DOORS Drw, C?� hrt C9us Acrt Etkgo,y: S�4✓YOJ�4 If,rn Rel I: RN4ton /: T ` D. R.Ind to Com iy w 2017 FM NOA BLY VANDPN 3200 LCNOA 09-01 Af IF sp N. ERAZO Oab ovivOB Series; 3200 Outswing Impact Casement Window VERTICAL CROSS -SECTIONS, DETAILS & NOTES R„N,d RI"N. MUD 11� /0 /17 Rn4Nnn Out D Soda: Frod,ret RV NuMm Ormv4,p A'umi,r. 3Aaat dlSF1/ENT32o0-oBNon-o1 L3200-0801 2 OF 7 PERIMETER CAULKING 1 v ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED STUCCO —BLDG.. OFFICIAL-(T-YP.)-- (BY OTHERS) r— PERIMETER CAULKING :D. a ^ 21 EXTERIOR 12 16 48 13 GLASS 43•.° - - ' _�_===OPERABLE VE 1%4' - 'e TAPCON 14 51 _ °114 16 (MIN. EM�ED:) v 2 INTERIOR ,v 42 47 17 21 17 16 1 .• NAfC v _ 3tnn v„" D WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8% SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHDRS TO BE #12 SMS OR WD. SCREWS INTO W➢OD, 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 REQUIRE➢) 6 STUCCO (BY OTHERS) 21 IINTEMRIOR 12 16 4813GLASS - e ,wlz 43 uH OPERABLE VE51 14TAPCON 18 20 (MIN. EMBED) 42 �' a• O16 17 D 17 47 ALL WOOD BUCKS ENGINEERED SEPARATELY - & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P.T WOOD BUCK NOT BY LAWSON IND. -MUST-SUSTAIN-IMP_OSED LOADS 1/4-MAX _ SHIM SPACE PERIMETER CAULKING 3 15 18 8 21 °., y �•' EXTERIOR 12 16 48 w v _ 34 N� —__ ^ LASS 43 ti u�i „ 43 .. .. ° . 1 4r�... - PRODUCE REVW9 (MIN. ED.) ° TAPCON 14 51 os tanP��L with the Fb 1 1/a• I hording Cale 20 IN. EMBED.) 20 18 AacepfaeceNo1—12(P•%Z 21 35 Esphst a DN J 7 INTERIOR a, <<1.(A"tl 47 4711 17 D 1 17 16 �►� orodatil Cao�,t,l • _ ALL WOOD BUCKS J v ENGINEERED SEPARATELY •s'L & TO BE REVIEWED BLDG. OFFICIAL (TYP.) q^r.: 7�j ,T> SA. R. Nefow �y T� P12p 0 � A. Revised to Com I w 2010 F6C LA IQA//, VgH//Yp{'I// 6501 N.W. 90 5T. S. Renewal and Revision to sheet 5 a: 6 of 7 MEDLEY, 305)FLORIDA 33166 "• INDL.TST ES INC. PH No. (305) 696-8660 1 22 5 �_ C. Revised W Com _� � au ply w/ 2014 FBC 1rINUFaL'TURHR of avdL(TY eavdrnvmr wrxnors AND cLdss nouns u Drmo C+a.a• Part Ctaew Prod CateyorlR S.rY./Yoda1• N.m RJ•rvnca I+ AaWhn /: a e Lr 4 0. Revised W Com W 2017 FBC NOA p55D.19LY %MNDDW 3200 1 Lo, OB-01 Aaww Ay: Date a— N. sRAZO 07/27/os Series: 3200 Outswing Impact Casement Window _ ge:•i"o A dAw: 'R' q ' • ,< ;3��+' N. >Dt,(zo !1/011/o1/iz HORIZONTAL, CROSS —SECTIONS, DETAILS &NOTES `l _ - } • A.vtrba wL. se•+a• »em,.e R.l x a,a.w o.a,.4.g xa ae..: siwt HATE '/OI V ;a�� D CASDeDrr3200-06NOA-01 L3200-0801 3 OF 7 LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIAL S LIST ITEM B DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS , 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 41 1 X HANDLE LOCKING HANDLE BACK PLATE 42 1 X VENT 5/16"INSECT SCREEN - OPTIONAL ALUMINUM FRAME 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 44 SEE ELEVATION FRAME SILL CUP SCREWS #12 X 1 1/2' PH SMS 45 1 SM-5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIME 47 L-3007 UI-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3" 48 L-3009 Ul-159 AS READ. GLAZING BEAD - 7/16" 6063-T5 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL EXT. GRADE BACK BEDDING 50 8 X POST IN -POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS TO BE APPLIED BEHIND 51 DC-899 I AS READ. GLAZING SEALANT - SILICONE WINDOW FLANGE BY INSTALLER (TYP.) FACE CAULK 2X WOOD — BY OTHERS CTYP.) DUCK (TYP.) a Q' WINDOW FRAME I EXT. GRADE BACK BED➢ING EXT. GRADE PERIMETER TO BE APPLIED BEHIND p _ CAULKING NOT BY WINDOW FLANGE BY \ 'LAWSON INDUSTRIES', INSTALLER (TYP.) _ TO BE APPLIE➢ BY OTHERS (TYP.) 1/4' EMBED.) ALL WOOD BUCKS ENGINEERED SEPARATELY •,:I & TO BE REVIEWED^` N 12 S,M,S, or WD. SCREW W/ 1 1/4' MIN. WOOD EMBED •'' ? EXTERIOR GRADE " STUCCO DR EXTERIOR FINISH S;ati>-S'jl .�;' PERIMETER CAULKING BY OTHERS (TYP.) BY OTHERS (TYP.) _ _ . Y'` '—METAL LATH, STUCCO A 1/2" AND EXTERIOR GRADE SHEATHING (BY OTHERS) FRAME PERIMETER CAULK DETAIL 2 WOOD FRAME INSTALLATION DETAIL SUBSTRATES SEE MULLION APPROVALS FOR FWuUCiREVl6Lv CONCRETE OR Oy�FUdegyml dt Fie6de P.T. WOOD MULLION TYPE, SIZE AND MAX. �H`CmW DESIGN PRESSURE LIMITATIONS. 'L(2•% BY OTHERS (TYP. A� p°1e NOTE: 21 THE LOWER PRESSURES OF 17 FIXED, CASEMENT WINDOW, OR G MULLION SHALL GOVERN. rt/SHIM X 12 S.M.S. X 1 1/4" L. E ELEV. FOR SPACING (MIN. EMBED.) — O l 5/32• SEALANT R WINDOW FRAME EDDE CE .9A DISTAN ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL MR am -LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 1 L-3001 LII-118 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-3002 LII-115 1 FRAME SILL 6063-T6 ALUMINUM 3 L-3002 UI-115 2 FRAME JAMB -HINGE SIDE 6063-T6 ALUMINUM 4 L-3002 1_II-115 2 FRAME JAMB -LATCH SIDE 6063-T6 ALUMINUM 5 L-3004 UI-119 2 VENT TOP RAIL 6063-T6 ALUMINUM 6 L-3004 LII-119 1 2 VENT BOTTOM RAIL 6063-T6 ALUMINUM FER 7 L-3004 LII-119 2 VENT SIDE RAIL -HINGE SIDE 6063-T6 ALUMINUM L) B L-3004 UI-119 2 VENT SIDE RAIL -LATCH SIDE 6063-T6 ALUMINUM 9 L-3003 UI-116 AS REQ'D. IN -POST 6063-T6 ALUMINUM SDS 10 L-3006 UI-111 1 X ANCHOR FRAME SILL ANCHOR CUP 6063-T6 ALUMINUM (3" L) 11 L-3005 UI-113 AS REO'D. FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L) 12 L-3010 U1-7708 AS READ. GLAZING BEAD - 5/16"' 6063-T5 ALUMINUM 13 L-7531 L-7531 AS READ. GLAZING BEAD BULB VINYL PVC VINYL 14 SM-5731 AS READ. GLAZING SEALANT - SILICONE • _ _ __ _ _ -IS— L-3012- -U-110- —AS-REOD- "WEATHERSTRIPPING - FRAME/VENT PVC VINYL 16 L-3011 UI-133 AS REQ'D. GLAZING BEAD 11/16" LAM./INSUL 6063-T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME 18 L-3013 8 CORNER KEY PER VENT 19 L-3013 1 4 X POST CORNER KEY PER IN -POST 20 8 FRAME ASSEMBLY SCREWS #10 X 1" PH SMS 21 8 VENT ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 22 2 X VENT 4 BAR 99 HINGES - STD. & H.D. - 23 2 X VENT 4 BAR 45' HINGES - STD. & H.D. - 24 AS READ. HINGE MOUNTING SCREWS #10 X 1/2" P.H./PHIL 8 25 1 XVENT VENT OPERATOR - DUAL or SINGLE 26 4/ OPER. I OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./PHIL SDS 27 1/ OPER. STAINLESS STEEL "C" TRACK 28 2/ TRACK TRACK MOUNTING SCREWS #8 X 1/2" F.H./PHIL SDS 29 1/ OPERATOR STUD BRACKET CONNECTOR * 30 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2" F.H./PHIL SDS 31 l/ VENT LOCKING HANDLE * ' 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8" PH MS 33 1/ VENT I LOCKING MULTI -POINT BAR 34 1 X LOCK POINT TIE BAR NYLON GUIDES 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1" PH./PHIL B 'y 36 1/ LOCK KEEPER (ST. STEEL) 37 2/ KEEPER KEEPER MOUNTING SCREWS 38 L-3014 4 SNUBBER 6063-T5 ALUMINUM 39 1 2/ SNUBBER SNUBBER INSTALLATION SCREWS 1#8 X 1/2" PH SMS ar41"n Nafm A Revised t° C°m w 2010 FRO �� gp T ® �D T YL'll�'e%//l{IvJIJ/ 1\yNiy// 6501 N.W. 90 5T. MEDLEY, FLORIDA 33166 NIDi.7 STRIE,l I C. PH No. (305) 696-6660 MINUFAC7VRSR OF OUAU77 ALUMNUM KNOWS AND CUSS DOORS R. Renewal °Od Revislo0 to sheet 5 & 6 of 7 C. Revised to Comply / 2014 FBC D. RC evised l° °m w 2017 FBC nnm n^- Port = 14•d [ D0W ser I —aL• 00 14m NM ASSEMBLY WINDOW 3200 LCN OA 09-01 m" N. ERAZO °a`' D°7ja7/DB Series: 3200 Outswing Impact Casement Window BILL OF MATERIALS LIST AND DETAILS N. eRAzo aaa 1R j' jtq Nwon tw.c D sow: nadvee eefmma NvnWr. ". sn.rt CASEMEM3200-ORNOA-01 L3200-0801 4 OF 7 0 z aq> x m g Xm§ yg0 § D C m W C 2 m ' Ho q�s tv m [9 ol.J ti nm to �o� z w O O co C'S r n' � �] p F? ..NU.�� 1-3 z H co ro 3 m �{ i W l �y a� o• H z a MODULAR SIZES O D pf D i i 1 COMMODITY SIZES w N O O C' d Q11 f, N O OD W A N N W A N O Oo Ol A N A N W N fV1l W O [Ni, (Vn W W (Vil p m d.� .... ... dd. W W N i N N N W W W WH.H. dd I� D o ?.I O O A W N W W A W N O O .A W N (1, I(ll A W N (n (n A W N 0 m A W N CAW la W N 3 $F rr 5'x E E o nc N (T (T (P (T C G o o t0 t0 t0 tD t0 tD tD t0 f0 t0 �O f0 (O f0 l0 f0 f0 f0 t0 t0 f0 t0 t0 t0 �O t0 �D f0 f0 t0 b t0 'o b 3 3 m 3 O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� v D v y w .s U [T (T [T 0 6 N o"�o�c�o,`2o��o�c�oYoYoo�cYc,fc"S£�cm�o<c o,<nYoo<o�04 a \ m V V V V V V V V V V V V V V J VHO �! �.! V V V V V V V V V V V' V O O O O O O O O O O O O O O 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 ay¢ ! 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UJ N " O G O O O O O O O O O 0 0 0 0 O O O O O O O o 0 0 0 O 0 0 0 0 0 0 0 0 W In p5p5 'OU' > I V V V V V V V V V V V V V V V V $ 4I N I'i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O 0 0 0 0 0 o o n o0!� 0000000000000o o00 0 0000o000000000+ o M�H{ to K l'1 Y� 2 0 0 0 0 0 0 0 0 0 0 0 0 CIO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �dq z� V V V V V V V V V V V V J V V V Zj V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, o O o o O 0 0 0 0 o i o 0 0 0 0 0 0 0 0 0 e�s d w-J-4 co 0000000000000000000 00000000000000�� Q D o r V V V V V V V V V V V I V V VHH--p pV V VOOOO O OOOO O O O O O O O O O 00 0 0 0 0 0 0 0 000U m O O OO O O O O O O O O O O O O O O O N q C y � a H P m W V V V V V V N V V V V V V V I V V V V V V V V V V V V V V V O a "�° el I 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 o 1-kddd 0 0 00 0 0 �pJ N> W N N W r 3 W N s 44m a ' nil 9 odc�C�lIn � � 8'•m8 � .x►y3 '�i'o.�i�z� �2x z`n4 � yYy e�,a��,] � H 9 A b7 q c7 = O I O W ° W O �'-� c 00 O Ly+1 N cil _ 0 arodW it ii z z x �— z Ho VIn 11 O i I 4 .0 0C''1 r" mS2R mID t7 N a a m a to "pW `� IOd \ r1 a m •P j� �+ W m w m '1 ' W N a °�p90i 89a P9dD7a�pa�j�f l o. �I �2 r �M oP��9OV° b aQy n m qr x x s s o _ o 0 3 3 , 3 O F \ F 0 0 ° o 0 a C tl� v co o tlpg. d b a o 6 y N � I? � � m SC y e o �¢3 f N e>� �• w y ! o a MODULAR SIZES I COMMODITY SIZES �'$$��'�SSJ�'�i'i�f�fSYnk'�'tn`^I�i'i�`'EYi OC N� N N 0 0 0 0 Cb tr Oo Ou IA WW W� [w� W A A A A�N' -• � v V v� Sf4 N tli N vNi �J ; I� O W OO[n to cn rsAAAAAAA��A rnrnrnm AA AAAAAA � Q j A A W N 44 W N A A W N A A W IN A I A W N A A W N A Q V V J J V J J J V V V V V J V J V V V V J V J J J J V V $ p� Q 37` O O J J J J V J V J J J J V • J , O FRAM IN -POST RAIL 1.218 500 L-3003 6063-T6 ALUMINUM 1.435 i VENT RAIL ' I ASSEMBLY SCREWS j 4a 4" 2 p10 X 1 1/4 OFRAME HEAD 1 I 062 4" ASS_EMgg7LY CR�y P.H./ HIL SMS P.H./PH L SM75 17 L-3001 I VENT RAIL 6063-T6 ALUMINUM i I 2.250 i 0.062 2.312 oRRm I ---------- .082 0.062- i .062 71 � t 1t .062 4 ANCHOR CLUSTER 17 jJ—AM8 1 35 (HEAD/SILL TYPICAL) VENT JAMB 4.797FRAM 1e INPOST ANCHOR DETAIL FRAME CORNER DETAIL VENT RAIL CORNER DETAIL 1.875 5 6 7 8 1.21 2 3 4 VENT RAIL FRAME IMPOST .500 FRAM SILL / JAMB a.062 L-3004: SEE MULLION APPROVALS FOR L-3002 6063-T6 ALUMINUM MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. y3 6063-Ts ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, ' CASEMENT WINDOW OR MULL SHALL GOVERN _2250 �.082---_ 2.002 1/4' MAX. — SHIM b-.062 0.062 _ # T2 S.M.S-X-1-1-/4—L EE ELEV. FOR SPACING FRAME SILL � I I.2.399 0.688 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. q2. METAL STRUCTURES: 0.078 47 FRAME SHEAR PLATE L-3007 6063-T5 ALUMINUM °40 _� II I °120 (STEEL OR ALUM. 1/8" MIN. THICK) AN A) STEEL Fy = 36 KSI MIN. B) ALUMINUM : 6063-T5 MIN. g EM10YX jREWS / 1.231 P.H./PHIL SMS ALUMINUM SNUBBER 38 L-3014 PERIMETER WINDOW FRAME FRAME IMPOST DETAIL SEALANT 3B 0.377 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 10 FRAME SILL ANCHOR CLIP '094 1 1 L-3006 /Qtt10DCt B6VLS� FIXED LITE MOUNTING BRACKET —pbing tih tlr Ho/illA 6063-T6 ALUMINUM 0.094 .970 L-3005 6063-T6 ALUMINUM Panda �°D am N �f 212 2 gvka�' &n vote 0.070J [ (2e 6t 4 2,794 2.79 , �jyr Nei P/oOct a W 12 GLAZING BEAD 16 GLAZING HEAD GLAZING BEAD 4S O BRo a r. y F )!1 j+ U " RA. Re N. A RaWsed to Compy w 2010 FBC �� ® �R T N.W.S .33166 WS 1 �@y/ B. Renewal and Revision to sheet 5 B 6 of 7 5/16" Laminated 11 16' Insulated sled / Insulated/Laminated 7/16" Laminated "�a V ' •� YEDIN L-3010 Or L-7708 L-3011 or LU-133 L-3009 or LD-159 c 225 NDUBTRIE9. INC_ PH No. 305 696-8660 ( ) 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6063-T5 ALUMINUM •• -.r d ' a C. Revises to Complyw 2014 FBC rANUPACTURRR OF QFALITr.7LVAUNUIT FWOFS AND CLASS DOORS D. ReWeed to Comply w/ 2017 FBC Dn 11 Chew Am1 Clues PnA [LLgorye Sao Nock f R'Ja.^<'. /. NOA ASSE118LY WINOOW O2m LCNOA 08-01 o.eo1 a� 0.391 0.914.BB 0- °•°7 { `L OF , cv ; Ru N. aRAzo Do'. o,mon- 07 zz oe Series: 3200 Outswing Impact .Casement Window Raw•asu: x. aRAzo Dae R m lol/t7 0.266 QP: �C `d { ���m %• EXTRUSION CROSS -SECTIONS, &ASSEMBLY DETAILS Rwcio"LIMU B sow: P.odw'aV Rvmaan D..wwp _u . —1 CASgEM200-O8NOA-01 L32°0-0801 7 OF 7 68g I 0.0500.115 �0.6� &I _i v ti �� DATA _�__ L d ndall E. Stottt NOA Approval for MIAMl•nADE a by: � " da+ DEPARTMENT'OI' REGUL IW1 N-D ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90`h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicab materials. The documentation submitted has b Product Control Section to be used in Miami I Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration Section (In_ Miami Dade County) and/ or the Al to have this product or material tested for quality in the accepted manner, the manufacturer will ini revoke, modify, or suspend the use of such produ to revoke this acceptance, if it is determined by P or material fails to meet the requirements of the a This product is approved as described herein, anc including the High Velocity Hurricane Zone. DESCRIPTION: Series "4200/ 6200 Flange—F APPROVAL DOCUMENT: Drawing No. Frame Impact Fixed Window", sheets 01 throul prepared by manufacturer, signed and sealed b Product Control Section Revision stamp with tl Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Sm Limitations: 1. See Design Pressure (DP) VS Window sizes 2. See glass types in sheet 3. The monolithic 1 require tempered glass, if used at 30 ft above 3. When an approved impact resistant mullior entire assembly. iitecis, Y.H. luvista Lot J ESOURCES (RER) M OU DADE COUNTY, FLORMA PRODUCT CONTROL SECTION It 805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 3I5-2599 www.mia mid ad e.soy/economy rules and regulations governing the use of construction . reviewed and accepted by Miami —Dade County RER— .e County and other areas where allowed by the Authority date stated below. The Miami —Dade County Product Control J (in areas other than Miami —Dade County) reserve the right assurance purposes. If this product or material fails to perform ur the expense of such testing and the AHJ may immediately t or material within their jurisdiction. RER reserves the right Eiami Dade County Product Control Section that this product iplicable building code. has been designed to comply with the Florida Building Code, Aluminum Fixed Wmdow — L.M.L 00-6200-1201 Rev C, titled "Series-4200-6200 Flange— . 05 of 05, dated 02/21/12 last revised on NOV 21., 2017, Thomas J. Sotos, P. E., bearing the Miami —Dade County Notice of Acceptance number and Expiration date by the Missile Impact Resistant and glass types in sheet 4. to in insulated laminated glass is oriented at exterior side and the grade. attached to combine window units, lower DP will apply to 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 prioduct 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 rnay, be displayed in advirtising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA sh I li 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 bvlIsbaa-L,Chanda,P. E. RECEIVED NOA No. 17-1212.13 MIArvlr DADS cou:v rr Expiration Date: August 22, 20..2 e ya Approval Date: February 01, 2018 �r� J 0 5 Z019 Page 1 �,�� cT. Lucie Cou0---� " Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13 IITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-0307 06) 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 011through 05 of 05, dated 02/21/12'with revision "]B" dated 05/12/I7, prepared by manufacturer, signed and sealed by Thomas 1. Sotos, P. E. i B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an arch- and a rectangular fin - frame fixed window,' prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI 32-4010 and HEETI-11 3363, both dated 03/05/12, signed and sealed by Rafael Droz-Sella, 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, IIETI-09 2612, dated 09/02/09, HETI-09 2586, dated 07/10/09, TIETI--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 NOA No.12-0307. 06) 3. Test reports on: 1) Uniform Static Air. Pressure Test, Loading per FBC, TAS 202-94 along with marked -up' drawings and installation diagram of a rectangular fin - frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI , 9-2613, dated 09/04/09, HETI-09-2611, dated .09/04/09, HETI-09 2585, dated 07/10/09, HETI49 2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F_ Font, P. E. (Submitted underNO.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 idrawings, and installation diagram of a rectangular frn- frame fixed window, prepared by Hurricane Engineering & Testing, inc., Test Reports No.'s HETI ;03-1778, dated 01/30/03, E[ETI-03-1779, dated 01/30/03 and ITETI-03-1776, dated'01/30/03, all signed and sealed by Rafael Droz=Seda, P. E. (Submitted under NOA No. 03-032731) Isliaq 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. B. TESTS (CONTHWED) 1 5. Test reports on: 1) Large Missi�e 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 BETI- 03-1777, dated 01/30/03, HETI-03--1774A and dated 01/30/03, HETI-03-177 B dated 01/30/03, all signed and sealed by Rafael Droz— Seda, P. E. (Submitted under NOA No. 0310327.11) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a .circular arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HET I- 02-1215, dated 04/08/02 .and HETI41-1193, dated 04/08/02, both signed and sealed by Hector Medina, P. E. (Submitted under NOA AT& 02i 0701.01) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wino 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, FIETI-01-1103, dated 02/12/02 and B ETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted under NOA No. 02=0701.01) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, (signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 12-03 OZ 061 2. Glazing compiles with ASTNV E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami Dade Department E-2 and Economic Resources (RER). SL1 :11 \ . Ur,�-'. -- Ishaq I. Chanda, P. E. Product Contra] Examiner NOA No. 17-1212.13 Expiration Date: August M,2022 Approval Date: February 01, 2018 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. 1 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 Company (NIA) for their "Saflex CP - Saflex and Saflex B P Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5111 Edition (2014), issued by manufacturer, dated 05/23/17, signed and sealed by Thomas. J. Sotos, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 12-030 7.06) 3. Laboratory compliance letter for Test Reports No.'s HETI-09--2614, dated 09/04/09, HET149 2612, dated 09/02/09, IIETI-09 2586, dated 07/10/09, BET109 2584, dated 07/10/09, E[ETI49 2582, dated 07/10/09, HETI-09 2580, dated 07/10/09, FIETI-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 IMTI-092579, 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 complianee 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, IRETI-03-' 776, dated 01/30/03, IIETI-03-1777, dated 01/30/03, MTI-03- 1774Ay dated 01/30/03 and ](YETI--03--177411, .dated 01/30/03, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOW's No.'s 72-0307. 06) G. OTMRS 1. Notice of Acceptance No. 14-0908A8, issued to Lawson Industries, Inc. for -their Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window - L.M.I.", approved on 12/I 1/14 and expiring on 08/22/17. �, 2. New Evidence submitted. A. DRAWINGS i 1. Drawing No. L420:0-6200', 1201 Rev C, titled "S-eries-4200-6200 Flange -Frame Impact Fixed VIindo-W'_ 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 (6 h Edition) code compliance. Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1Z12.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-3 Lawson Industries, Inc. B. Test 1. None. C.. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of E. AIATERIAL CERTIFICATIONS 1. None. and Economic Resources (RER). F . STA T EAIENTS, 1. Statement letter of conformance to FBC 2017 (Wh Edition) and "No financial interest" dated 11/17/17, prepared by the manufac�%eXigned and sealed by Thomas J. Sotos, P.E. 2. Statement letter dated 01/22/18 of .orial drawing changes issued by Lawson Inc, signed by Nelson Erazo, Senior design engineer. C. OTHER 1. This NOA revises # 17-0531.05, 08/22/22. E-4 Ishaaq I. Chanda, P. E. Prodnet Control Examiner NOA into. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 SERIES-4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M_IMPACT) WINDOW HEIGHT LWINDOW WINDOW QUARTER -ROUND El FVATION HEIGHT � HALF UIND HEIGHT LEG Xi, AA vIN➢av vIDTIR -ROUND TYPICAL ELEVATION vDmlly WIDTH H D PICTURE WINDOW WINDOW XEI �IDTH ' HEXAGON TYPICAL ELEVATION FVIIIDOV V➢10DV WIDTH RECTANGULAR TYPICAL ELEVATION WINDOW HEIGHT - WINDOW WIDTX SQUARE PILRURE WINDOW ELEVATION N. WINDOW�T L f .. „E- FULL ROUNDS TYPICAL ELEVATION VMnOV HEIGHT L RECTANGULAR WINDOW HEIGHT LE HI. VINWV VWTH SO TAR PICTURE WINDOW ELEVATION �� WIDTH TYPICAL ELEVATION FO WINDOW xr1GHr vtNnLn vmrX OVAL TYPICAL ELEVATION vlNnl DW HF LEG HT, vnvDw vIDnR LEGGED EYE BROW ELEVATION WINDOW EIGIn WINDOW WIDTH QUARTER -ROUND ELEVATION WINDOW HEIGHT WIN➢OW WIDTH OCTAGON TYPICAL ELEVATION WINDOW HET ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SWORE 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. / WINDOW WIDTH 'E I LPTICC•L' TYPI A ELEVATION ��LASS j 11 NOTE: TESTED UNIT MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F. J, K AND L. - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. General Notes: 6aHAX. TYP, AT CORNERS w—DDCr REVtND I2• NAx, �LrrRi`L�RwBi mtEWi�. TY,. yo l i-IZ IZ • 13 Itlykad" Date RLldr � Wi OPTIONAL WINDOWS ARE L.M. I6IPACT MIAMI-DADS COUNTY APPROVED SHUTTERS NOT REQUIRED 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 LLTE 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. 6.) 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 #R FOR, DETAIL & NOTES) 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. - I1.) MULLING FIXED WINDOWS WITH OTHER TYPES OF muff-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DARE 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 # 6 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. mo m b M m M I yL<� 0 m p N 3�.n Z Y Z m W 2 m�a �z z-z-- 0 o w x,n� O perp,, #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATIGN AT SHEET #1 FOR MAX. FASTENER SPACING) .-a.� �� K9. INTERIOR INTERmR FIIOSIi HOT BY LAVSON INDUSTRIES, ING Ewmmirli BY aca EXTERIOR 77rg AUL G NOT BY PERIMETER LAWSON IN➢USTRIES', B TO BE APPLIED BY OTHERS RYPJ STUCCO OVER METAL LATH MAULED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECDTED BY ARCHITECT OR G.0 ;TERIDR FBVI_SH BY OTHERS) NOT BY-I.AVSON ININ]SiRIES,TlG - — 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 = 0.55 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 SHS OR WD. SCREWS INTO WOOD, OR . 1/4' ITW BUILDEX TAPCONS or APPROVED CONC. FASTENERS INTO CONCRETE (2KSI MIN.), WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. AT 12' O.C. MAX. x TAPCON YIELD STRENGTH, Fy=l00Ksl ULTIMATE STRENGTH, Fu=125Ksl ALL WOOD BUCKS IN CONTACT WITH CONCRETE — (NOT BY LAWSON IND.) TO BE PRESSURE TREATED 4 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (SEE GENERAL NOTES AT SHEET #I) EXT. G CAULK #14 SNS. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX, FASTENER SPACING) SILICONE ADHESIVE 10 BEDDING COMPOUND INTERIOR F-LAMINATED GLASS ,PT. WOOD BUCKS y a ' 1/4' TAPCON W/ 1 1/4' In °� 07 H) MINCO . EMBEDMENT INTO LONG (SEE ELEVATDON AT SHEET #1 m I~il ao a V, FOR MAX. FASTENER SPACING) Z 1 1/4' MDR I EMBEDMENT N W = G 1 1/8, MIN. m °' EDGE DISTANCE v 2 � ' EXT. GRADEEXTERIOR :. • x p cauLK `-• EXTERIOR GRADE PERIMETER CAULKING �/, S. VDI➢DV FRAME VIDTH ® ^ :1 M ig #14 S.M.S. W/ 1 1/4' 1/4' TAPCON W/ 1 1/4' T MIN EMBEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONC. �� �•� (SEE ELEVATION AT SHEET #1 (SEE ELEVATION AT SHEET 41 FOR MAX. FASTENER SPACING) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSER LOADS EXT. GRADE— - 11/B' MIN. cAULK ID n e 1ETT . /ME EMBEDMENT '`�,, _ o vt'•. a I ; • ._ :°' 'c' ♦'. ,a'r 'a;,r a • d_, v♦ a. 1. 1/4' MIN. :•° ° aE&4E MENT in n 4 i u EXTERIOR GRADE PERIMETER CAULKING ., , 1 i SILICONE A➢HESIVE BEDDING COMPOUND EXTERIOR INTERIOR MAX. z AIM 5 YP 10 LAMINATED GLASSmahuCEREvism '3 mmoplYls6w91htBeE B O 0 Ti blddm#Cw� I -l21 .I A/rrstmce Ne EXTERIOR GRADEPERIMETER CAULKING CAULKING Iq •' y` ' :v- .d: aa♦ a d n 1 1/4' EMBEDMENT; 9 ° I T � m � a O a 4 G �O sw i a o 3 3 z a C1 m Is S g LAMINATED INSULATED GLASS COMPOSITION TYPE B ITEM DESCRIPTION DETAIL 1 r-_-- - 1 ,v,•1� +L- '-- __ = ns• 1 1/8' ANN. GLASS 2 0.090' SAFLEX PVB by. Eastman Chemical Co. 3 1/8' ANNEALED GLASS 4 L4' INSULATE➢ AIR SPACE- 5 (-) 1/8' ANNEALED DR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE C TTEM DESCP=ON DETAIL 1 1/8' ANNEALED GLASS _=- T--__�__ �r 1 2 0.090' SAFLEX PVB by, Eastman Chemical Co. 3 I/B' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 (r) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F ITEH DESCREPTION DETAIL 1/8, - - _ _ ___ ® .V4• 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' iROSIFOL PVB byi Kuraray America, Inc 3 1/8' HEAT-STRENGHTENED GLASS �• — _- --_ 4 1/4' INSULATED AIR SPACE 5 (w) 1/8' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE G ITEA[ DESCROPTION 1 1/8' HEAT-STRENGHTENED GLASS 3/16•--___ -_ ® d/4• arlY os�a• 2 0.090' TROSIFOL PVB by, Kuraray America, Inc. 3 1/8' HEAT-STRENGHTENED GLASS 4 1/4- INSULATED AIR SPACE -_ --- 5 (a) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L TTEM DESCRIPTION DETAIL 3/161 ® .1/4• sac• 1 3/16' HEAT-STRENGHTENED GLASS 2 0.090' TR13SIFIT_ PVB by Kuraray America, Inc. 3 3/16' HEAT-STRENGHTENE➢ GLASS 4 1/4' INSULATED AIR SPACE 5 3/16' TEMPERED GLASS Notes: 1.) SEE SKEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. �Q WINDOWS WITH GLASS TYPES "E. C, F. OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LTTE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.S.3.7). - - - 'SILICONE OPTIONS' --_ - __ _ ➢OW CORNING 899 L SCHE- NEMDREHEAD 5731 ._ TREMCO SPECTRUM 2 --- LAMINATED LAMINATED INSULATED p60p• INSULATED-a,60p• GLAZING DEPTH GLAZING DEPTH LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL 5 16 LAMINATED GLASS COMPOSITION - TYPE A ITEM GLASS DESCRIPTLON DETAIL 1 1/8' ANNEALED GLASS -.v6 .Y _.= _-_ FI 2 0.090' TRISIFOL PVB 6y, Kuraray America, Inc. mo9m N2p34o• 3 1/8' ANNEALED GLASS,OJ 5 18 LAMINATED GLASS COMPOSITION - TYPE D ITEM GLASS DESCRIPTION DETAIL 1 1/8' HEAT-STRENGHTENED GLASS a• I 2 0.090' TROSIFOL PVB by- Kuraray America, Inc. 'Qom _--_ 3 1/8' HEAT-STRENGHTENED GLASS I a34a• Vol 13 32' LAMINATED GLASS COMPOSITION - TYPE E rm GLASS DESCRIPTION olDETAIL 1 3/16' HEAT-STRENGHTENED GLASS ' •tea" R090' 2 0.090' SAFLEX PVB byi Eastman Chemlc¢t Co. 3/l6 _. __ . 1 -- _. 3 1/8' HEAT-STRENGHTENED GLASS - - 7 16" LAMINATED GLASS COMPOSITION - TYPE B ITE6i GLASS DESCRIPTION DETAIL 1 3/16' ANNEALED GLASS 3/16• 2 0.090' SAFLEX PVB by, Eastman Chemical Ca �16, - _ = 1 1 1 f 3 3/16' ANNEALED GLASS GLASS DESCRIPTION 3/16' ANNEALED GLASS 0.090' TR13SIFOL PVB by, Kuraray America, 3/16' ANNEALED GLASS 3". 7 16" LAMINATED GLASS COMPOSITION - TYPE 'ITEN CLASS DESCRIPTION �gJL DETAIL 1 3/16' HEAT-STRENGHTENE➢. GLASS 3/16' TTII 2 0.090' SENTRYGLASS byn Kuraray America, Inc CA6 /16, — - 11 1 3 3/16' HEAT-STRENGHTENED GLASS 7 16' LAMINATED GLASS COMPOSITION — TYPE K ITEM GLASS DESCRIPTION 3 DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 3n6• ___TT 2 0.090• TROSIFOL PVB bye Kuraray America, Inc. A090 0.460 y16, _ =_ W_� 1 2 3 3/16' HEAT-STRENGHTENED GLASS SILICONE SCHNEE-MOREHEAD SM 5731 - DOW CORNING 899 c TREMCO SPECTRUM 2 o O M m pJ M 1 m LAMINATED MONOLITHIC N p m O '0 a: N A Q c m v v Ca A GLAZING STOP z >o k F 0 CIRCULAR WOWS. ' = C C �LLL P� N LAMINATED 3 LAMINATED 4 5 W U N MONOLITHIC MONOLITHIC L�2 -------- U I a --==--_=__--- `1> o a.600• a600• GLAZING DEPTH GLAZING DEPTH 3 O 2 IH a: C11 w LAMINATED ,H,y MONOLITHIC W SILICONE OPTIONS' - N F •oo z, -__ __ 01 DOW CORNING 899 N x ___ ____ SCHNEE-MDREHEAD 5731 ] � to TREMCO SPECTRUM 2 FI Ob00' a gq l # GLAZING DEPTH w a. r i� LAMINATED/MONOLITHIC GLASS. TYPICAL GLAZING DETAIL e� •- w9 N N y G TA a ow ) 0 N ,. ®C)111116hill weonDErli>Svtl� miWtcYuoFiwii6A � t� my t:. ask AaWpftsmN I-I212-I ZX*ad" Put e iy cNit'- a :.� ebdlastCaaimel� �� d N. r i arr.' 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PHILLIPS 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - 9 VWS-004 AS READ. GLAZING GASKET SOFT PVC - 10 + AS READ. GLAZING SILICONE ' - 11 PL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 812-25H-357 AS REQD. 'Tru5e01" Dura Seal Swiggle Spacer 1/4" BLACK 1/4' AIR SPACE WINDOW FRAME EXTRUSION DETAILS 2643 310 1281 l .062.781 TYP 281 .040 ] I .850 -91' —� 050 TYP. B08 d .773 -� k--L509 FRAME HEAD/SILL/JAMB 2 GLAZING STOP (5/16" GLASS) 310 .850 040 � 272 040 ,850 —�250 050 TYP. TYP. ,773 .773 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) (3/8" & 13/32" GLASS) 310 050 .850 •115 _O O50 .9 2 OSO ,0 2 TYP. TYP. TYP. 5 .684 6 .BDD INSULATED GLAZING STOP W/ 5/16" LAMINATED GLASS INSULATED GLAZING STOP W/ 7/16" LAMINATED GLASS .050 TYP.~I�_f e6e 8 466 H �7 Q0� BUTAcrTE - KururoyAn Inc GLAZING STOP (CIRCULAR'WOW.) . SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION — (ALUM. 0.078" MIN. THICK) NOTE THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN INTERIOR JIM t ♦• FK ­1 FRAME JAMB FRAME HEAD 1/Y Y a-1 % lo o O lo 4 Q �• W(1. lo M b y mgo E- p = 15 w O FRAME SILL er HEAD 2ME 2 I� U H oT 7 RECT. OR SQUARE WINDOWS TYPICAL CORNER CONSTRUCQDN a •Wy+ ^�' 0 m G CIRCULAR R MITTER CORNERS O 0 1> q N FRAME RADIUS JOINT FRAME END CORNER — U -�- z °' - FRAME CORNER & JOINT DETAILS ® k SF1�LA T• c o FRAME CORNERS, OR JOINTS SEALED WITH A COLORED r I SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE W F � 4 A W FRODUC1'IImsm a m omptgte8vith The FE ldk e�e No 17 /ZIZ•i3 l�dlMiN m� V4 2 T1- �)Y/clf rA jj ? � W N i eg•I $ comw a w SEE MULLION APPROVALS FOR 5 uS # 12 X 3/4' S.D.S. MULLION TYPE, SIZE AND MAX. `o �A 'n FLAT HEAD, PHRLIPS, DESIGN PRESSURE UMRATIONS. s W AT 12', D.C. MAX INTERIOR NOTE: THE LOWER PRESSURES OF 8 1/4' MAX. THE WINDOW OR MULL SHALL GOVERN vL R SHIM Y 3 x z cT 12 S.D.S. X 1 1/4- L x d a ti i ' I .AT 12• D.G. MAX. NOTE: 1. ALL STEEL IN CONTACT WITH °°601llills", ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: 0�0 3/V/ OPi •••••LL•�•. ;L_-� - _--_ KSI 6THICK �0.0467 Q4•F - 1, ___ —_____ (STEEL 1L8 GA. MIN. 1�'- 8) ALUMINUM : 6063-T5 MIN. �w $ C.,�._�m N p`�'T WINDOW FRAME (ALUM. 0.078' MIN. THICK) WINDOW FRAME b 'b� : Q p EXTERIOR 2 PERIMETER SEALANT EXTERIOR eeSj ;U it I7LTERIDR GRADE E1 NI PERIMETER CAULKING ra kCI •w •.mod ee� 7! 0 FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL s a d a Q ar�earsnac°9° d A i I- OOR ➢$SIGN LOAD CAPAC Y - PSF P S9D. IN,,,,,T�EEy�RLOOL�CCyKK�S1 �'ll$j'BW�Cll s .➢. INTERLOCKS 1H.D. ASTRAGAL NO. OF PANELS EM.(+) INT.(-) 30 36 42 48 54 60 fib 72 78 84 96 60.0 60.0 60.0 60.0 12 60.0 60.0 60.0 60.0 12 60.0 60.0 60.0 60.0 12 60.0 60.0 60.0 60.0 12 60.0 60.0 60.0 60.0 12 60.0 60.0 60.0 60.0 12 60.0 60.0 60.0 60.0 12 60.0 60.0 1 60.0 60.0 11 58.6 58.6 60.0 60.0 10 54.4 54.4 60.0 60.0 9 30 36 42 48 54 60 66 72 78 84 108 6D.0 60.0 60.0 60.0 12 60.0 60.0 60.0 60.0 12 60.0 60.0 60.0 60.0 12 60.0 60.0 60.0 60.0 12 60.0 60.0 60.0 60.0 12 60.0 60.0 60.0 60.0 11 '60.0 60.0 60.0 60.0 10 60.0 60.0 60.0 60.0 9 58.6 58.6 60.0 60.0 9 54.4 54.4 1 60.0 60.0 1 8 30 36 _ 60.0 60.0 1 60.0 60.0 12 60.0 60.0 60.0 60.0 12 42 48 54 60 66 72 76-1/8 121 -7/8 1 60.0 60.0 60.0 60.0 12 60.0 60.0 60.0 60.0 12 60.0 60.0 60.0 60.0 11 60.0 60.0 60.0 60.0 - 10 60.0 60.0 60.0 60.0 9 60.0 60.0 1 60.0 60.0 a 60.0 60.0 60.0 60.0 8 30 36 42 48 54 60 66 132 - - 60.0 60.0 12 - - 60.0 60.0 12 - - 60.0 60.0 12 - - 60.0 60.0 12 - - 60.0 60.0 10 - - 60.0 60.0 9 - - 60.0 60.0 a 30 36 42 48 54 60-1/8 145-7/8 - - 60.0 60.0 12 - - 60.0 60.0 12 - 60.0 60.0 12 - - 60.0 60.0 10 - - 60.0 60.0 9 - 60.0 60.0 8 DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS APPLICABLE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1 /4' HEAT SIREN'D GLASS I Randall E. Stofft Architects, P.A By 'Kurcray America, Inc.' NOA Approval for Aquvista Lot 4 1 /4" HEAT STREN'D GLASS by. date:% % O GLAZING DETAIL 9/16" OVERALL LAMINATED GLASS DAYLITE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT - 7.375" D.L.O. WIDTH = PANEL WIDTH - 6.375" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.875" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES '60OKM-12' ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY -WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONI ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LA13EUNG TO COMPLY WITH SECTION 1709.9.2. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. D-THIS RED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �V h 101 M IS O gym U 0�g 0IL s of ilcicic 2 LQ I as IL cO og pj aWof v N a= I C N N o_ zLu O> M Z_tnJ 3wLL m ogzU a ar;m o �uj> g NDoo FL #18321 ```11T1uunNrrA,i UE �- W......... No. 70 drawing no. ' A F dame, ��.� 18-24F rr 1111111111` sheet 1 Of 21 Sealed: 2/14/2018 1 5 r W 1V bad m Gy CD ® : 'z- � a a of-tfi-tfi o I o, ewle: 6. N N dr. DY• TARIO r u 16' MAX. 12' MAX. JAMBS JAMB ., lymI CORNERS A mCJn S- � {.�^ � 4� �• 16' MAX. ui CORNERS JAMBS 5/8' SERIES '600KM-12' ALUM SLIDING GLASS DOOR -12' ALUM SLIDING DOOR (LO.)I AL-FAROOQ CORPORATION a SIW IMPACT WINDOWS, LLC. ENGINEERS& PRODUCT DEVELOPMENT 93SO SUNSET DRIVE, SUITE 220 975 S. CONGRESS AVE. #102 DELRAY BEACH, MWIVII, FLORIDA 33173 (C.A.N. 3538) FL. 33445 TLI.(305I26"1O0 FAX (305)262.6978 TEL (561) 274-9392 FAX (561) 274-9262 rnuo_aw \�a_ne c_ew ompz� i-, �mc)�i IL.L O N p x 4' MAX. P JAMB N m CORNERS or^ �i o� Iz 1 5/8- m -Di r m_c =m�A NCO � u uN A m V7 0 LA F P F m A� y� m mmn m� 0 m �zw � I �C � mix � m F+ co W i �wx (D m ® m O. moo: p C, A �'7 •n M .x i � a d 01-16-16 I xala 3/6'�1'-0• W � N dr, bY• TARIO N TI o chk by. 16' MAX. 16' MAX. JAMBS 145 7, )OOR FPo 1 PANEL 136 D.L. 0PG� x n B I� II �� II u u 11 II II II u m II II \I \ II n u II II II II ____ II _ LL_ yy_rrrr II II II LL11______ ____ II �� II m II 40' C3 z In m •'I n O ja m �n� r^ z m•" \\ 4 w 20 L_L14 MAX. JAMBS 14' MAX. JAMBS � A V 14' MAX. 12' MAX. JAMB CORNERS w N W A 9 ti 01 6" MAX. JAMB CORNERS 6' MAX. 6' MAX. JAMB CORNERS SERIES '600NM-12' ALUM SLIDING GLASS DOOR (LM.1.)J AL-FAROOQ CORPORATION a SIW IMPACT WINDOWS, LLC. EN60SUNS T PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 975 S. CONGRESS #102 MIAMI, FLORIDA 33173 (C.A.N. 9598) DELRAY BEACH, FL. 'VE. 33* TEL. (305)264-8 00 FA)L(305) 262,6978 TEL (561) 274-9392 FAX. (561) 274-9262 COMP-ANL\18-24F-St' 121 7/8" MAX. 1 5/8" 1 5/8" ul A UU 9@ aW rDl yN L m F F W F r W iU �'' `111111111I )/ coCD ✓ i N i10 •� o. -18-1801-18-15 D 0 Do F scale 3/B•�1'_p• 0, � dr. bY• TARIO om �jm o. z DOOR FRAME HEIGHT I 120" PANEL HEIGHT 112 5/B' D.L OPG. m II li II II ' I II r====err =__--- _-_=-tii-�===3r- m u n II u u II II II II II II II µ II II I --IL ----- II II �� II II II II II III II II II II II II II �� II 'III II II , \ II 1 I � m �np m z Inm.'I 4 mmo -1• 40" 1 / 1 / l y �I� n1 m m iz Sp.1 I I I m N 4 Ho W 14" MAX. m JAMBS I JAMB .a\'1� S• CORNERS A MAX. JAMBS JAMB CORNERS .0 NmmF 14' MAX. m JAMBS CORNERS �Z A m c.z m 14" MAX. G JAMBS Z � � ' A SERIES •60OKM-12• ALUM SUDING GLASS DOOR (LA SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL (561) 274-9392 FAX (561) 274-9261 1 5/8" UI UI IE N W A 1 -1 6" MAX. JAMB CORNERS AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) /� V TEL (305) 264-8100 FAX (305) 2F2 978 COMP-ANL\18-24F-SIW cn N N A O m i 14B 7/e' MAX. DOOR FRAME HEIGHT 144' PANEL HEIGHT 136 5/8' D.L. OPG. m II II II II II II I� u II ♦`n�`' u II N II II II u II II II II n II II _ II _ I� II �� II II \ I II II II 0 I O 1 1 m�a m m 2 O 40' pm .T z \\-��\ moT \ 1 m• O f I 1 1 \ 17 I f m Y tl 7tl N A • V�i� x s N�m9C F m Z•4 1(OJ y �ZTN I IF �♦ �m1 m '� m 1dat1: 01-18-18 00 'o I i seaie: 3/8'at'-0' N dr. hy: TARIO n 0 ehk br. 3 1/4" 4q l Y 1 A m 14' MAX. MAX JAMBS 6JAMB o CORNERS • 14" MAX. 6- MAX. JAMBS 3 JAMB A CORNERS _SERIES '6MKM-12' ALUM SODING GLASS DOOR (LM.I.) LENGINEERS AROOQ CORPORATION a SIW IMPACT WIN OWS, LLC. & PRODUCT DEVELOPMENT SUNSET DRIVE, SURE 220975 S. CONGRESS VE. #102 , FLORIDA 33173 (C✓1.N. 9538) DELRAY BEACH, FL. 33445 05) 264.8100 FAX(305) 262{976 TEL (561) 274-9392 FAX. (561) 274-9262 rnuc_enll\�w_�er_e,w l DOOR FRAME 0 © D E x w � 0 0 XO (SHOWN) OX DOOR W. w � -� o- 0 0 XX (SHOWN) DOOR FRAME WIDTH w � s o- o: 0 o OX—O (SHOWN) O—XO DOOR FRAME WIDTH uI ■ a Z Z �■ DMIOR DOOR FRAME WIDTH w x o- b K 0 o I OX—XO (SHOWN) _ -:• • •■� a :_ •�� NoN—pocKE-rEp poog] TWO (2) TRACKS EXTERIOR KNIXIMM I g1p m-- N:i 3 NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 12 THRU 18) SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 2 THRU 5. THIS APPROVAL ALLOWS ANY NUMBER OF PANELS ON 2, 3, 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT. SEE SHEET 1 FOR MAX. NUMBER OF PANELS AT EACH DOOR. FL #18321 ® q� W Qa g� Q Ory\'W N i O pacos a �?� F LL2pNp_m J UD 4 (n ,�:•' VCENs ': m a IN 70592 I $ a A OF : drawing no. 11 8-24F Sealed: 2/14/2018 DOOR W x r � � G 0 0 o XO (SHOWN) OX DOOI�� w c D c x h w w b o- a: G XX (SHOWN) ml7-FM- I- I I � OX—O (SHOWN) O—XO DOOR FRAME WIDTH u c DI D a w � I 0 0 0 XXX (SHOWN) NON —POCKETED DOOTHREE (3) TRACKS - EXTERIOR NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY /111 (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 12 THRU 18) �Y SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS Z ti 2 THRU 5. C q THIS APPROVAL ALLOWS ANY NUMBER OF PANELS ON 2. 3. 4 OR 5 Q 2 9 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT. o o 'a c SEE SHEET 1 FOR MAX. NUMBER OF PANELS AT EACH DOOR. O 3 N 8 0 t;R�nr V p W 0 aao s wOloCim IY�NC N Q W 7 N LLzy=o Q�lmf r N ZV)J 3W" A D_ i m Uzc� s aaoi N f3 3�JW 0 d in v c 0 0 E o � c 1111111 II IIIT/, P,® ARHii��� No.70592 drawing ®' OF ��\ 18-24F FL #18321 "1i®®a1 lilo nnul meet 7 of 21 Sealed: 2/14/2018 1 5 4 4 e 0 5 w 0 DOOR FRAME WIDTH E D F1 D E 6 G o- -o OX-XO (SHOWN) DOOR FRAME WIDTH H F Dl D C o- OX-XXX (SHOWN) DOOR FRAME WIDTH D 0 F - D1 D E E OXX—XXO (SHOWN) APPROVED CONFIGURATIONS NON —POCKETED, DOORS THREE (3) TRACKS NOTE: L CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY � (to (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 12 THRU 18) SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 2 THRU 5. Z q q THIS APPROVAL ALLOWS ANY NUMBER OF PANELS ON 2. 3. 4 OR 5 Q a 5 a TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT. 0 0.1. a SEE SHEET 1 FOR MAX. NUMBER OF PANELS AT EACH DOOR. d W DOOR FRAME WIDTH a'ot W cr0� 0 d0a °o 00br Q W � y LLZ�= y 0z81 8- EXTERIOR Q W m E FL #18321 �; • VCENSF'• '�� m o AN S g No.70592 ' a . O ' s7 drawing Sealed: 2/14/2018 NOT PARE IOFIOF I DOOR FRAME HEIGHT • THIS I THIS APPROVAL s I I I I D-�•I I_________ __I �POCKET NOT PART I IOF THIS APPROVAL I I I m X o V o I CJ X 'o Z � b Qm• � b •:�\� s a o � s � 0 Z � POCKET NOT PART I 9L THIS APPROVAL I I I POCKET NOT PARE I I I OF THIS APPROVAL ,----------- ,POCKET NOT PART( IOF THIS APPROVAU POCKET NOT PART LOF__THIS��APPROVALJ FL4="ITZrII'11 DOOR__ DOOR__ IPOCKET NOT PART I IOF THIS APPROVAL � o-------- '13s I Oo (POCKET NOT PART I p X - - A X-u I OF THIS APPROVAL o X 9 -uXI s p m rn Z q fN*1 �2 NLn-m In O33 Old m -u rn nCn 2 —_ mj m>O O r m N m I POCKET NOT PART( O m LOF THIS APPROVA m pz = ami >2 II fl II II x-IN -i02 rll'rll Zml> Z� -n m o Z O � C o�A g�� W zr� "0 1V m m-v r Z Z O 0l _ ®�.• . nd�� In O N 0 O. �� P On =InN rAN O -gyp t4+ y;>` OW W m� {°, m: Ar^c CD m cn n d 01-18-18 revisions: SERIES '600KM-12' ALUM SWING GLASS DOOR (LM.I.) AL-FAROOQ CORPORATIONENGINEa p7E] to I'D 90 SIW IMPACT WINDOWS, LLC. 9360SERS&PRODUOTDEVELOPMENT � 9360 SUNSET DRNE, SUITE 220 1 dr bY' TARIp 975 S. CONGRESS AVE. #102 MIAMI,FLORIDA33173 (C.A.N. 3538) N � 'o DELRAY BEACH, FL. 133445 TEL (305) 264.8100 FAX. (305) 262� 978 C ink M+ TEL. (561) 274-9392 FAX. (561) 274-92621 xI -oec_— DOOR FRAME WIDTH w E = E 0 Ify i c O 0 5 oxxx—xxxo APPROVED CONFIGURATIONS NON —POCKETED DOORS FOUR (4) TRACKS K ^� a� G ell Ira I�N lo� �a o-- PXXX (SHOWN) DOOR FRAME WIDTH S I K U' F w lam IZ I z°d 4 ' � 0 IV4 0 180 � I I � Iz� xIn �i ix� �I LLI 0 Lao PXXX—XXXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS FOUR (4) TRACKS F1Pr K o- o- o- -0 .0 b EXTERIOR 3 I� v N OZ nW FL� N �a �N` E U EXTERIOR 0 0 a. a s ONNJo N Q W 7 LL LL z aWME { NOTE: F CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE-APPLICABLE-ANCHOR-INSTALLATIONS-IN-SHEETS-12 THRU-18)--- -9 - --N- SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS m 2 THRU 5. S U n N THIS APPROVAL ALLOWS ANY NUMBER OF PANELS ON 2. 3. 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT., y o .. SEE SHEET 1 FOR MAX. NUMBER OF PANELS AT EACH DOOR. c, s s N C) r)i � vi 0 Z In _ 3W N O = m " HUU I (� z v x L In " • •m cC � _lIc �} : VCEN '' S g No.70592 '0 S F drowi0 %�''• oRT� 18-24F FL # 18321 NALsheet 10 of 21 rnII Sealed: 2/14/2018 . WIDTH D D D1 D F DI 01 D D E E oxxxx-xxxxo APPROVED CONFIGURATION ... -• .a • DOORS FIVE (5) TRACKS o- PXXXX (SHOWN) DOOR FRAME WIDTH 1 1 I I K � I x I�� a0 w ��a IZ°d o lug I o lao K D DO- D D D D PXXXX—XXXXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS FIVE (5) TRACKS FRAME WIDTH TERIOR EXTERIOR NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 12 THRU 18) SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 2 THRU 5. THIS APPROVAL ALLOWS ANY NUMBER OF PANELS ON 2. 3. 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT. SEE SHEET 1 FOR MAX. NUMBER OF PANELS AT EACH DOOR. EXTERIOR FL #18321 Sealed: 2/1412018 �v 4 n Z �n o m° a 0�R p c Iot 0$y� o m c 0'�m o paco.+ Q13mf k' v N o JN N cn N � v 0 Z_(llJ � 3wW N 0=m iN HOU I ILUM M N � UiOf N 3nw J (A m 0 V i R 3rawmg no. 18-24F u TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING 113Y OR 23Y WOOD BUCK .1.•6/B • (SEE. NOTE BELOW) y.MIW EDGE: N g N y i rLmr furl � TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING 2 Sin 1 5/,8'.. a, a LN n; EDGE DIA I rl F TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING --- --- - - -- CAL ANCHORS IN PAIRS PAIRS AT STILE ENDS ELEV. FOR SPACING _______________ � I I F.B.0 APPR 0 MULLION I I li SEE SEPARATE APPROVAL 1.1 3 4mu]; a I Z q � co y W _ q J � a QWN—" U 444SIII N mct � 08Ron 0gw�4 of 0 IL a 0 OtE O QW�400 Je10 QwmS JN JO TYPICAL ANCHORS IN PAIRSPAIRS �vt AT STILE SEE ELEV. FOR SPACNGS o O>M 4 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY SIW ZN� 3�= •1./4" DIA. ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. i Q zo N 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) c LQua S THRU 1 BY BUCKS INTO CONC. OR BLOCKS n 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 3^w 1-3/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS (JAMBS) 23 m o DIRECTLY INTO CONC. OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) ii 2" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS (JAMBS) fi 1/4' DIA, TEKS OR SELF —DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES (HEAD/JAMBS) o (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS INTEGRAL RISER SECURED TO EACH JAMB wrTH (z) gs x t/z' FH sL1s ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) m m 10 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) SILICONE (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) rc #14 SMS OR SELF=DRILLING SCREWS (GRADE 2 CRS) d ® INTO F.B.C. APPROVED MULLIONS 3 TRACK FRAMES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS v o LLLL N 3 ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) (NO SHIMS) 111111t o STEEL 1/8' THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ' TYPICAL EDGE DISTANCE POURED & HARDENED HIGH STRENGTH GROUT 0.70592 is f'c 5000 PSI MIN. INTO CONCRETE AND BLOCKS = 1" MIN. (EXCEPT AS NOTED) .- NOT BY SIW INTO WOOD -STRUCTURE = 1" MIN. LOADS TRANSFER NSTRUCTURER INTO METAL STRUCTURE = 3/4" MIN. - o CAL ANCHORS IN PAIRS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE OR f'c 3000 ® 97 �� LOP•' C9����` ' i�•• ' drawing no. 18-24F PAIRS AT STILE ENDS ELEV. FOR SPACING AT HEAD, SILL JAMBS PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 777'�®®��� �'�`� FL #18321 /L1,11� sheet12of21 Sealed: 2/14/2018 n AR X 1/4' FH TFKS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1. ELEV. FOR SPACING AT 4* FROM ENDS Ims PANEL�EE © O OITH • AS R ••SEE SHE INTERNAL MECHANISM O 11701 7 • i 3 TRACK FRAMES a ALT. LOCATION FOR ANCHORS AT EXTERIOR TRACKS APPLJCA13LE AT ALL SUBSTRATES. 1/2' MAX. '-CONC. 'ORo ,MASONRY ALTERNATE ANCHOR LOCATION FOR IN -LINE PAIRS AT 3 TRACK JAMBS APPLICABLE AT ALL SUBSTRATES `1111111111111' No.70592 ''/1 FL # 18321 Sealed: 2/14/2018 i 1 0 1 � � n o a � drawing no. 18-24F i 3 1/4' EDGE DIST MIN. STAGGERED F.— irilnii m 0 ul O Ti LNN ill', OrX Hill Z41 1 11 51. 1 11 11 NN @) II O II I 11 III O t-j x .3 N 0 ii lii CID m:n T 0 mFl ca 76 (revisions: a —w ovu-1 — SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION 1 ENGINEERS& PRODUCT DEVELOPMENT Fj'IT 5 SIW IMPACT WINDOWS, LLC. =,SUNSET DRIVE, SURE 220 p 975 S. CONGRESS AVE. #102 FLORIDA33173 (C.A.N. 3538) f DELRAY BEACH, FL. 33445 TEL (305) 264alOO FAX (305) 262-6978 �cl Il p (561) 274-9392 FAX. (561) 274-9262 COM -ANL\l 8- TYPICAL ANCHORS HOOK STRIP ANCHORS AT 12' FROM ENDS AND 16' O.C. SEE ELEVS. ON SHEETS 2 & 3 AT 4" FROM ENDS AND 16' O.C. SEE ELEVS. ON SHEETS 2 & 3 , i i I 1A" MAX. mo POCKETED JAMB OPTION BY SIW APPROVAL TO BE REVIEWED BY AHJ TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING O 1 /2' MAX. SHIMS — FF M all all ki HOOK STRIP ANCHORS: #14 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1/4" DIA, ULTRACON BY 'ELCO' (FU=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE 1-3/4" MIN. EMBED INTO GROUT —FILLED BLOCKS 414 SMS OR SELF —DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3 TRACK FRAMES ®' SQBTE OF FL #18321 Sealed: 2/14/2018 'l �0 Z roF a Qq QW Zn GI a O oo`� c`. 0 GNP+ V c O �KIm7 0 paoo� 00b¢; �o QWjLL (p a622 v N O m ga JN N � W M zm� U Zo-5 Y O. U m N torno 12 drawing no. 18-24F TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS (5) PAIRS AT STILE ENDS (5) PAIRS AT STILE ENDS �� SEE ELEV. FOR SPACING rc EE ELEV. FOR SPACING SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCK c o METAL Z m^n o (SEE NOTE BELOW) $� STRUCTURES EDGE •IST..' 1'•.5/B°. ; ------------- ---- q .CONCRETE'• . • • 'M(N' ° • • . j ° `•. • ` EDGE DIST. j I F.B.C. APPR•D MULLION EDGE 1 5/8 II SEE SEPARATE APPROVAL �I C I MIN. I I� �I 4r c f G� or O 0am.SO 0 3t IZ TYPICAL ANCHORS IN PAIRS Z O a (5) PAIRS AT SRLE ENDS LL Z 0,a TYPICAL ANCHORS IN PAIRS _ SEE ELEV. FOR SPACING 0 m 0 (5) PAIRS AT STILE ENDS Q yZi M 2 SEE ELEV. FOR SPACING ' EDGE f)IST..'/5/.'. m .CONCRETE'• . • •MITI'- . 1 ° S J N JO TYPICAL ANCHORS O�a SEEIN AELEV. FOR SPACING TYPICAL ANCHORS o , 31.i In N© INPICAL NRS�CHORS AIRS SEE ELEV. FOR SPACING ti Z w SEE ELEV. FOR SPACING — IO 3w�= N • w •a i o 1/2' MAX. SHIMS 1/2' MAX SHIMS z z Q 0. p N U m ^ w off, U1rn0 • o EXT. •: o , °. � , . EXT. w �;�. $ CONq. ° 1 .: i:. ��.II .w. :S•i c OR MASONRY•.:i;� U o STRUCTURE 1 s/B' 2 TRACK FRAMES o 0 GOMIN. � ANCHOR LOCATIONS •m � c 2 i m ..::... CQNCRETE.. , :'1-1/4 No.70692 _ —GE'DIST. '• 44IN. TYPICAL ANCHORS IN PAIRS ® A �i •• ORI.? drawing no. (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING .?P.' �i/ Sse"••••�' ��� 18-24F FL #18321 NAI-j111�� sheett6of21 Sealed: 2/14/2018 TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING w o� `EOGS DIST..' �1 5/8' .: ;' 0g 3G ' CONCRETE • MTM" • a EDGI 1B 1fj Li O FTTW \ N 1BY OR 2BY WOOD BUCK TYPICAL ANCHORS IN PAIRS 5) PAIRS AT STILE ENDS A5/181' EE ELEV. FOR SPACING EDGE DIST. MIN. ya . .CONiREIE-. �. WE .CONCRETE! TYPICAL ANCHORS IN PAIRS —(5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING CAL ANCHORS IN PAIRS PAIRS AT STILE ENDS ELEV. FOR SPACING IN raRs SEE ELEV. FOR SPACING O 1/2' MAX. SHIMS w �z � o in o v . r, w En. TYPICAL ANCHORS IN PAIRS PAIRS AT STILE SEE ELEV. FOR SPACINGS II F.B.C. APPR'D MULLION I1 SEE SEPARATE APPROV I1 1 5/ I MIN. N 'ICAL ANCHORS PAIRS ELEV. FOR SPACING 1/2' MAX. 1/2' MAX. 4 n Z------------- �n O y" B. it Q:00`0 cOa I --- O 8 y aK� o paco� 0�E TYPICAL ANCHORS IN PAIRS Q w 6 (5) PAIRS AT STILE ENDS Z N : o SEE ELEV. FOR SPACING .1 3 � � e Q W m f m SX V N N o O F N o Z [nJ 3ww U0 aL)m A P r � n 3� Inrno 'ACING 4 TRACK FRAMES ANCHOR LOCATIONS o0 � c Na.70592 drawing no. 18-24F FL #18321 Sealed: 2/14/2018 TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS EE ELEV. FOR SPACING w TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS METAL TYPICAL ANCHORS IN PAIRS oara EE ELEV. FOR SPACING STRUCTURES (5) PAIRS AT STILE ENDS EDGE 01' '3 1/4" . DIST. 3 G EE ELEV. FOR SPACING "CON • `. MIN.•.. 3 1/4 EDGE DIST. 3 1/4" EDGE DIST. EDGE DIST. EDGE DIST. MIN. MIN. 1CNyN 1BY OR 213Y WOOD BUCK --------------- --------------- TYPICAL ANCHORS IN PAIRS I� F.B.C. APPRD MULLION (5) PAIRS AT STILE ENDS �I SEE SEPARATE APPROVAL EE ELEV. FOR SPACING I� I . "EDGI: DIST. ". 3 1/4" .. 'ED6 . DIST. CBNCRETE • MIN. • ° TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS IN PAIRS IN PAIRS (5) SEE ELEV. © SEE ELEV. SEE ELEV.SE OR SPACING OR SPACING OR SPACING 1/2" MAX. 1/2" MAX. 1/2" MAX. FF SHIMS SHIMS SHIMS W o 8 cs W 2i \_ M M M � p O 4ftV 4 N Z n r' oy m q IQ J {G gN Ooo, m oo � H 0top do>M OMR aoo ��yy`u�, rY �Z� N ____________ _ Q w D 4r m LLzN=W I �I O o � �N N O v CAL ANCHORS IN PAIRS Lj PAIRS AT STILE ENDS o O> M ELEV. FOR SPACING y C3 NV1 _I j V' N 3K= m UZU v aim a a 0 o W 5 TRACK FRAMES 0 ANCHOR LOCATIONS m a� o UL L EXT. EXT. ................... ........... "I ..CONCRET .....EDGE DIST. ' •.3, i#4a ' s. 3 MIN.- TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING ```11Ylrtrrrrr��� a �� ApOy� No.70592o I M ��Q •' s F • • drawing now. ,,�••• ORIDP;.� •G�� 18-24F FL #18321 Sealed: 2/14/2018 r r co W N co CD ® r3 o fn•'� `P • 9 W 0:� C1 .P 0 T i 'o no a e v escn tion I f scale 3/6• _ 1• N � dr. by: TARIO -n P shk 6y. n m D w N m 9= 0. m J Oi N A. m D W i7 m N O m D>& I I iE O W N N V O N O O V V O, I N a \\ O yy Vl yD>> N N yy yy N N A DD N yy D N UI yN yy N N yD yy N N\\\\\\ � -• � � yC I Z y Ly A Z C A A 0 O A O 0 S 0 U A 0 B A O O A D Om Z Z 2 D�D 2 y�y O O 2 O O 2 2 Ibl A p O p p p pip p p p p p o p1 p p p p N N N N 20 x I 9 p {C. O. y •a r m Z V N 9 0 m 'n �n O � N m O yyp 2 y Z N -I VVy N y A y NyyN-aa yyyA W N A � f f F m ° F z z x x X W D s Z RR m m m m p S m C 0 oo o m o O a 0 0 0 0 o gi' 0 0 in+ I 1 I I I o 5 o 0 v-- 0 m rn w 1 I w I m u I I w u I I w w I I I 1 o I I O m m o 0 0 rror r�r r�r y1 m p I I I I I I 1 I 1 1 I= S Ap 91 a m.. n l l l l l l l l l l l l l l l l l l l l l l l q O o O r y •� A N N n LV O c O � N DIES '6000-12' ALUM SUdlNG GLASS DOOR (LM SIW IMPACT WINDQWS, LLC. 975 S. CONGRESS AVE. j�102 DELRAY BEACH, FL. 33445 TEL (561) 274-9392 4X. (561) 274-9262 AL-FAROOQ CORPORATION ar ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264a100 FAX. (305) 262.6978 �3.150� .125 1.875 7 Q 22TRACK FRAME HEADD75 --4.775- .125 7 1.875LF I �14••-.075 In 3 TRACKS FRAME HEAD 6.400� T .125 1.675F -1 .Ll 250-db-.075 18 4 TRACK FRAME HEAD 1.875 8.025 P2. tC 5 TRACK FRAME HEAD .125 1.577 I 1�.075 .125 .312 10 2.375 4ftU Z FZ f' W ¢4 O Z m U a� II& O Mn MnI N cb N m o o u. .125 .375� 00 .500 I I-i Imo---3.876--A --Q -- 2--TRACK FRAME -SILL - -- .125 4.937 00 .Soo 1.500 F-�i 5.439 - ®- ---3--TRACK-FRAME .SILL._ _ _ _ •125 6.563-q rr I d 8 000 I II q I� 7.064- �i _ _ -2B_ 4 TRACK FRAME SILL d •500 q 8.188 rrizs d ., ., 6.fi69 2c 5 TRACK FRAME SILL 00 -. 2-3/4" SILL ADAPTER Q 9 O paoo°� O 5 t; Q; p I�u N aW�f� o .045 45 1 12 JAMB ANCHOR COVER 0 -y 1.250 [-3.187 1150 1.250 1 872 1.250 .082 1.250 .� T-r .949 1.250 1.375 1.375 �- 1.641 -q 1.250 1.375 I 1.941 .250 H25 1.375 5.000 6.625 8.250 �� Q STD. INTERLOCK STILE 3.3I74� j�---3.187 I .080 .OBO I .VIL .080 949 OBO 3.219 .082 O3 ® 38 3C 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB 5 TRACK FRAME JAMB I .125 1.812-d .076 2.748 3.078 .789 3.4581.376 23 HOOK STRIP 3.J71 2.000 .082 2.798 .949 3.172 $ 1 $ N m U n -AO .. �v1 m v Q Q M Z J ~ U Q 0 N aim Ul s 3_ n w (A O) c 4 - O 949 1.230 � 1.375 (1fU'j p-1.812-1.125 .100 �� 3.165 100 .082 0 [1.165 949 -d .949 L j 1.23D W- 2.437- 3.812 ® PANEL TOP RAIL Q PANEL BOTTOM RAIL Q FEMALE ASTRAGAL Q H.D. INTERLOCK STILE 500 1^1 585-�{ 2.528 2.028 0H 2. [2- _ 036 1. 11 REINFORCEMENT itA REINFORCEMENT t18 © JAMB/LOCK STILE 1 r 500 \-`�71' 1V1p11 •/'/• '/7 ''i 2.5001.375 3 0.E710N53F 1 ®•.. 8T %`�,'' Ft 1v�.• ���; ASTRAGAL REINF. FL #18321 //»f11111111� m m Zj 0oi?1 � •e. Oy�c�mm oy, , drawing no. 18-24F sheet20of21 Sealed: 2/14/2018 III 6 TCHES FOR ADER LEGS 1/4• DW WEEPHOLES 1/4• X 2-1/2- WEEP SLOT IN FRONT LEG J6 X 1/2• rFH SMS 110 SILL CORNER CLOSURE ALUM BRAEK METAL SEALANT: FRAME BOTTOM CORNER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. LOCKING HARDWARE SEALED WITH CLEAR SILICONE. .953J Z °p .066 FF h f WE 1.471 •124 1 N C 1 G .050 .075 ,N� m O OC O G'w HARDNESS = 73 SHORE A .570 TENSILE STRENGTH (100% STRAIN)= 406 PSI 0 ? p TENSILE STRENGTH (BREAK)= 1008 PSI Q y 0 a epi ELONGATION AT BREAK = 460x SPECIFIC GRAVITY = 0.98 O Q W 7 T I GLAZING CASKET G = g c SANTOPRENE 13 EXTRUDED BYr CENTRAL PLASTICS' Q 7� m 61j � J N N TOP FRAME SILL BOTTOM LEGS TRIMMED TO RECIEVE TROUGH N 5-1/4• % 2-1/2• X 3/8• N J O_ 1 ALUM BRAEK METAL TROUGH SEALED TO FRAME SILL WITH cn co Vj� �+ W r7 SIKAFIEX-URETHANE-SEALANT- z - -O>-rO- _ ENTIRE PERIMETER TO PREVENT WATER LEAKAGE p 4 Z_ 0) -� 3 V) N uj n UzU a �. O o 3/8• � y a V m N a Q 5-1/4/!%' 12-7/2• FRAME SILL BOTTOM VIEW TROUGH REOD. AT CENTER OF EACH PANEL SILL ROTATED 90' TO SHOW WEEP DETAILS FL #18321 ���•''' V,CFUVSF' '�i °° •T p . No.70592 F drawing no. 18-24F Sealed: 2/14/2018 Randall E. Stofft Architects, P.A. NOA Approval for Aquvista Lot I by:_date:/1 (� DEPARTMENT OF REGULATOR]NO�D-ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA SIW Impact Windows, LLC 975 S. Congress Ave. # 102 Delray Beach, Florida 33445 SCOPE: This NOA is being issued under the applicable rules documentation submitted has been reviewed and acce used in Miami Dade County and other areas where all This NOA shall not be valid after the expiration datf (In Miami Dade County) and/or the AHJ (in areas otl or material tested for quality assurance purposes. If tl manufacturer will incur the expense of such testing a of such product or material within their jurisdietio determined by Miami -Dade County Product Control of the applicable building code. This product is approved as described herein, and has including the High Velocity Hurricane Zone. DESCRIPTION: Series "500-9 "Aluminum Outs" APPROVAL DOCUMENT: Drawing No. W13-68 iI (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated Corporation, signed and sealed by Javad Ahmad, P. E stamp with the Notice of Acceptance number and expi MISSILE IMPACT RATING: Large and Small h Limitations: 1. See DP tables for X or XX in sheets 2 & 3, O/X or stiles w/wo Reinforcements and/or Wide stiles) in 2. Magic single door leaf width mulled with sidelites it 3. ADA threshold options #1 and #2 are not rated for 4. Glass A is limited to DP=+/- 70 PSF. Glass lites wi LABELING: Each unit shall bear a permanent label following statement: "Miami -Dade County Product Cc RENEWAL of this NOA shall be considered after a i in the applicable building code negatively affecting th, TERMINATION of this NOA will occur after the es materials, use, and/or manufacture of the product or pi sales, advertising or any other purposes shall automati this NOA shall be cause for termination and removal c ADVERTISEMENT: The NOA number preceded I expiration date may be displayed in advertising literat in its entirety. INSPECTION: A copy of this entire NOA shall be pi shall be available for inspection at the job site at the re This NOA revises and renews NOA # 15-0406.13 an( well as approval -document mentioned above. The submitted documentation was reviewed by 3"orge MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 2599 ivivw.miamidade.gov/economy A regulations governing the use of construction materials. The ted by Miami -Dade County RER -Product Control Section to be ,wed by the Authority Having Jurisdiction (AIM. stated below. The Miami -Dade County Product Control Section r than Miami Dade County) reserve the right to have this product s product or material fails to perform in the accepted manner, the d the AI-iJ may immediately revoke, modify, or suspend the use RER reserves the right to revoke this acceptance, if it is action that this product or material fails to meet the requirements designed to comply with the Florida Building Code, Doors whvo Sidelite or Transom tev E, titled "Series 500-9 Alum Outswing Entrance Door 12/30/13 and last revised on 11/07/17, prepared by AI-Farooq bearing the Miami -Dade County Product Control Revision ation date by the Miami -Dade County Product Control Section. :issile Impact O/XX in sheet 4, for 0 in sheet 4_1 and door w/ sidelites (Narrow heet 5. Lower DP from door w/ transom or sidelite may control. sheet 5 shall not exceed = 36-91/6". water Resistance* and limited to DP=+°/- 62 PSF. der than 36" shall have two setting blocks per FBC requirements. vith the manufacturer's name or logo, city, state and series and introl Approved", noted herein. enewal application has been filed and there has been no change performance of this product. piration date or if there has been a revision or change in the ocess. Misuse of this NOA as an endorsement of any product, for ;ally terminate this NOA. Failure to comply with any section of the words Miami -Dade County, Florida, and followed by the :. If any portion of the NOA is displayed, then it shall be done wided to the user by the manufacturer or its distributors and uest of the Building Official. consists of this page 1 and evidence pages E-1, E-2 & E-3, as P.E. NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01, 2018 Page 1 Lucie County, P8rM1tttn9 be SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files # see below) 2. Drawing No. W13-68 Rev C, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Oct 06, 2015, prepared by A4-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # 14-0305.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 installation diagram of ahuninum Outswing doors w/wo sidelite and transom, prepared by Black Water Testing Inc., Test reports #BT-SIW-13-001 and BT-SIW-13-006 dated June 10, 2013 and December 11, 2013, both signed and sealed by Yamil Kuri, P.E. Note: The above test reports have been revised by an addendum letter dated 05/09/14, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. 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, TAS 202-94 Along with installation diagram of aluminum Inswing / Outswing doors whvo sidelite and transom, prepared by Hurricane Engineering and Testing, Test Report No. HETI 07-4339, HETI 07-4371, HETI 07-4371, HETI 07-4372, HETI 07-4373and HETI 07-4374 dated 01/03/08, HETI-08-2184A & B dated 10/01/08, HETI 09-2572A, HETI 09-2573 dated June 30, 2009, all signed and sealed by Candido Font, P.E. C. CALCULATIONS 1. Anchor verification; calculations complying with FBC2014 (5t" Edition), prepared by Al Farooq Corporation; dated MAR 27, 2015 and last revised on Jul 30, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09 rge M. Plasencia, P.E. Prod t Control Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01, 2018 ' E-1 SIW Impact Windows, LLC D. QUALITY ASSURANCE 1. Miami Dade Department of E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-09 DuPont DeNemours & Co., Inc. Interlayers", expiring on 07/04 2. Notice of Acceptance No. 11-06 DuPont DeNemours & Co., Inc. 12/11/16. F. STATEMENTS (Except item #1, all otl 1. Statement letter of conformance 1 interest, prepared by Al Farooq C Ahmad, P.E. 2. Lab compliance as part of the abc 3. Addendum letter dated 05/09/14 Black Water Testing Inc., signed 4. Addendum letter ref HETI-07-43 sealed by Candido Font, P.E. G. OTHER 1. This NOA revises NOA # 1- 2. Test proposal dated 05/23/1, 2. NEW EVIDENCE SUBMITTED and Economic Resources (RER). 11 issued to Kuraray America, Inc. (Former E.I. the "Sentry Glass ® (Clear and White) Glass .8. 4.01 issued to Kuraray America, Inc. (former E.I. for the `Butacite © PVB interlayer", expiring on r submitted under file # 14-0305.06) FBC 2014 (51 Edition) and letter of no financial potation, dated 03/25/15, signed and sealed by Javad to referenced test report. ;f 4BT-SIW-13-001 and BT-SIW-13-006, issued by .nd sealed by Yamil Kuri, P.E. 4 dated May 06, 2008, issued by HETI, signed and 5.06, expiring 05/22/18. wed by RER. A. DRAWINGS 1. Drawing No. W13-68 Rev E, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12/30/13 and last revised on 11/07/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Structural analysis complying wi prepared by Al Farooq Corporati P.E. H FBC 5tn Edition (2014) and FBC 6t1 Edition (2017), )n, dated 11/03/2017, signed and sealed by Javad Ahmad, rge M. Plasencia, P.E. Produ t Control Unit Supervisor NOA No. 17-1115.01 Expiration Date: fvlay 22, 2023 Approval Date: February 01, 2018 E - 2 1 e. SIW Impact Window i D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc, for their "Sentry Glas ® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol ® Ultraclear, , Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 0' Edition (2017) and letter of no financial interest, prepared by Al Farooq Corporation, dated 11/03/17, signed and sealed bye Javad Ahmad, P.E. G. OTHER 1. This NOA revises and renews NOA # 15-0406.13, expiring 05/22/18. .1` i ge M. Plasencia, P.E. Prod uyet'Control Unit Supervisor NOA No. 17-1115.01 Expiration Date: May 22, 2023 Approval Date: February 01, 2018 E-3 M z n h 3 4 GRILLE qyamY! a NON STRUCTURAL SHAPES VARY d 5 iV `,Dt• DECORATIVE GRILL ♦Y. i] la SOLID ALUM BAR C 3/16" HEAT STREMD GLASS 3/1C HEAT STREN'D GLASS OPTIONAL V N t . 090' Interioyer 090" Intedayer 8ytq Trosifai PVB SentryGlas 0 C � m o By 'Kuroray America, Inc.' By 'Kuromy America, Inc.' o. O G 3/I6' HEAT STREN'D GLASS 3/i6' HEAT STREN'D CLASS 0 C THESE DOORS ARE RATED FOR LARGE &SMALL MISS0.E IMPACT. SHUTTERS ARE NOT REQUIRED. z H a a i a'D GRILLE MIN. SERIES 600-9 Q �1 m al 14 ALTTIMTNUM OUTSWING ENTRANCE DOOR r00 -— 7' 17 \ 17 77 \\ \ N // L I i i iI \\ SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEETS 2 & 3. m 12\ SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4. � SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. �. SEE SHEET 2 FOR GLASS TYPES AND LOCKING OPTIONS. o SEE SHEET 3 FOR GLASS TYPE AND ADA SILL J 0 a SEE SHEET 4.1 FOR SINGLE SIDE.ITE AND GLASS TYPES. qp n rc \ /SILICONE \ /SILICONE I3 / LOWER VALUES FROM TRANSOM/SIDELITE CAPACITY CHART OR DOOR CAPACITY W F) 995 a, \\ / DOW 995 \ // WILL APPLY TO ENTIRE SYSTEM. z DOORS-WITH-STDrSILL APPROVED-FOR-INSTALIATIONS-WHERE-WATER W � GLASS TYPE 'B' ALTERNATE GLAZING DETAD. INFILTRATION RESISTANCE IS REQUIRED. 0. = n CLASS TYPE 'A' DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS WHERE FV z 7/16. OVERALL LAM. GLASS 7/19- OVERALL LAM. GLASS GLASS TYPES 'A' ae B' WATER INFILTRATION RESISTANCE IS REQUIRED. < p N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE d r 5/32- TEMP. GLASS REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (61H EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). �nw -J AIR SPACE 3/16' TEMP. GLASS (n 60 N DECORATIVE PANEL 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE Apt SPACE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS AIR SPACE TO THE BUILDING STRUCTURE. 3/IG HEAT SIREN'D GLASS 5/32" HEAT STREN'D GI1ss ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 090" Interlayer 090" Intedayer AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE Trosifol PVB Trosifol PVB MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Kuror America, Inc.' By 'Kuroray America, Inc.' By ' ay A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 5/32' HEAT STREN'D GLASS 3/16" HEAT STREN'O GLASS ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE, o g R MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MLTAL SCREWS, THAT SIUCONE SILICONE COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE m g g DOW 995 DOW 995 REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. i z THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION m i FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY „ „ „ „ i OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR I7 \ q •i WATER INFILTRATION RESISTANCE LTC• m o i d 010 d CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, -> 13 " 13 i i L AND TO BE REVIEWED BY BUILDING OFFICIAL o < m a o w I i i I I I i I \`\`t71uuM�rr�A�'i n I PRODUCT REVISED CARDINAL XL as complying with the Florida EDGE SPACER Building Code No 705412 a Sr. STEEL NOA-No. 17-1115.01 ~ - Expiration Date 5/2212023 GLASS TYPE: 'C' GLASS TYPE 'D' 1' OVERALL LAM. INSUL GLASS 1" OVERALL LAM. INSUL CLASS By ®•• 7E OF 6!j� drawing no. Miami -Da ruduct Contra s •� •'�,°p- '('y\�� W13-68 GCL _AZTNC OPTIONS '�r�r�/gi�®L�ij��\ sheet 1 of16 DOORS WITH STD 3 POINT LOCKING HARDWARE 39 31 "MAX. 7V MAX. FRAME WIDTH FRAME WIDTH 5 1/2' MAX. 13 3/4" n MAX. A SELL. 5 1/V MAX. HEAD/SILL CORNERS 13 3/4" MAX. HEAD/SILL CORNERS ' I I tj/ I mo C /il I I N9 H I I . x � � J I I LA — ma �c NY .U. F �r LOCKING OPTIONS SEE SHEET 14 SURFACE APPLIED FALSE MUNTINS OR 8 � j DECORATIVE GRILL MAY BE USED 29 9/16" MAX. °D a U D.L. OPG. 36 9/16" MAX. DOOR LEAF WIDTH TYPICAL.. ELEVATION ( X ) -7 \LO 61J \P M CKN�G NS / SESH�EE4 1/ i\ / INACTIVE ACTIVE I HEAD ANCHORS AT STILE ENDS —(7) AT 3" O.C. N� SURFACE APPLIED / FALSE IIMIIS ROR �J S DECORATIVE GILL o . MAY BE USED 26 9/16- MAX. N U D.L. OPG. 36 9/16- MAX. DOOR LEAF WIDTH SILL ANCHORS AT STILE ENDS (7) AT 3" O.C. TYPICAL ELEVATION (XX) DOORS TOAD CAPACITY - PSF SINGLE (X) OR DOUBLE (X%) DOORS T4ITHOUT TRANSOM (X) DOUBLE DOOR (m GLASS LOCKS BINGES TYPE 'A' TYPE 'D' TYPES 'C' & 'D' TYPES 1, B TYPE 4 TYPE 5 QUANTITY MS. DIMS. FRAME FRAME FRAME �,(+) INN.(-) EXN.(+) INN.(-) EXF.(+)INN,(-)fDtf.(+) INN.(-) EXT.(+) TNT.(-) .(+) .LFAF PER JSINGL-EDOOR HEIGHTWIOTH HEIGHTBO'76'BO' 70.0 70.0 6D.0 80.0 60.0 fi0.08a.080.03 97-3/4" 76' 97-3/4" 70.0 70.0 80.080.0 60.0 fi0.0 80.0 00.0 tOB' 76" 108" 70.0 70.0 80.0 60.0 - - 80.0 80.0 EXT.(+) DESIGN LOAD IS BASED ON STD. SILL SEE SHEEN 1 FOR GLASS TYPES DESCRIPTION. SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION. GLASS D.I-O. FORMULAE: D.L.O. WIDTH - FRAIAE WIDTH - 9.813- (X DOORS) = (FRAME WIDTH - 22.875")/2 (XX DOORS) * D.L.O. HEIGHT = FRAME HEIGHT - 11.5" (4" BOTTOM RAIL) = FRAME HEIGHT - 13.5" (6" BOTTOM RAIL) = FRAME HEIGHT - 15.5" (8" BOTTOM RAIL) * USING #20305 (1/2" HT.) THRESHOLD SEE SHEET 14 FOR LOCKING OPTIONS AT ACTIVE & INACTIVE LEAFS. �j 3' 11 6 1/2' SILL CORNER ANCHORS PRODUCT REVISED as eomplylny with the Florida AT ADA THRESHOLD ONLY gullding Cade NDA-No. 17-1116.01 Fxpiration Date OS/22/2023 gy Nlla r�-du. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 ivars OE OF : . Growing no. W13-68 5 1/2" MAX. io z lady r M W r J z DOORS WITH SURFACE APPLIED PANIC HARDWARE 76 1/16" 39 1/4" FRAME WIDTH TAME WIDTH 5 1/2" MAX. Al Ai HEAD/SILL --- CORNERS / I SVR SEE SHEET 14 i i s `c•" � o \\ i \\ I \ I HEAD ANCHORS AT STILE ENDS (7) AT 3' O.C. �N a SEE SHEET 14 FOR LOCK DESCRIPTION AND SHEET 9 FOR DETAIL si eiW N U 26 9/16' MAX. ' 26 O,L1 OPG D.L. OPG. 9/18 MAX. 36 9/18' MAX. (7ALL AT AT STILE ENDS 36 DOOR LEAF WIDTH DOOR LEAF WIDTH TYPICAL ELEVATION TYPICAL E1 EVATION ( X ) DOOR OPTIONS ( XX ) DOORS TOAD CAPACITY - PSP SINGLE DOORS (X) GLASS TYPE DOOR DIMS. ADA THRESHOLD FRAME fRAME IXT.(+) wDTH HocHr 39-1/4- 97-3/16" 62.0 1 62.0 _i / i \ !E w n � � O J l SVR SEE SHEEP 14 m Q d _ __ _ o / SVR SEE HRET 14 l / DOORS LOAD CAPACITY - PSF DOUBLE DOORS (MO GLASS TYPE 'B' DOOR DDAS. ADO THRES$ODD FRAME FRAME WIDTH HEIGHT 76-1/16* 97-3/16' 62.0 62.0 NOTE VERIFY COMPLIANCE WITH EGRESS UMITATIONS WHERE REQUIRED. DOOR D.L.O. DIMS D.LO. HEIGHT = FRAME HEIGHT — 13.313' (6" BOTTOM RAIL) D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 12.625" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 22.875)/2 PRODUCT REVISED as complying with the Florida Building Code, NOA-No. 17-1115.01 Explration Data 06/2212023 -yam �v m z q Q z" G O�iNw ci �aT 1ti{��I O aQo �� 2 W's N \ ^* , No. 05D2 S ATE OF drawing drawing9 no. %..�: omDa_�5�� W13-68 to, �rrrrrinul"1 c a data 12-30-13 •C f scale: 1/2•�t•-0• C4 I a,. M: ratio co 9 chk M FRES 500-9 ALUM OUfSYING ENTRANCE DOOR (LM.1.) GINEERSoO4� CT �Ila i73 x. sass) VELO CORPORATION E N SIW IMPACT WINDOWS, LLC. FlA9360 SUNSEF ORtVE SURE.. C 975 S. CONGRESS AVE. ;102 MIAMI,RIDA33(cd DELRAY EFACH. FL. 33445 1>:t.[3osl 2saexoo FAX C�us7 zsz�7s Ta. (561) 274-9392 FAX. (561) 2744 262 CAMP-ANL W13-68SIW 7j/ Illil L1t11 C a data: 12-JO-IJ �G �. stole: 1/2'v1•_0• W I � er. ruao OD � chk lryl 108• MAX. (CLASS A & 8) 97 3/4• MAX. (CLASS C & D) FRAME HEIGHT 106 5/8• MAX. (GLASS A & B) T 95 7/8- MAX. (GLASS C & D) m SIDELITE LEAF HEIGHT Fy m 96 1/2: MAX. (GLASS A & B) 88 1/aMAX. (CLASS C & D) m y�NC I D.L OPC. H w e II II H 1� r� m c II II II II m m ! LL_____ O o v ' c7 II II II It `I li II l 5• MAX. I li ,0• MAX. n0 012 esCil Ion A 1 PEV. PER RFA COMNEMS a ♦ I'll, REV. PER PEP COMMENTS C 5 NO C✓A'CE THIS SHEET D5 REV. PER REP COMMENTS (SERIES 500-9 ALUM OUfSMNG EMRANCE DOOR (LM SIW IMPACT WfNDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33495 TEL (561) 274-9392 I FAX (551) 274-9252 AL-FAROOQ CORPOAN CTDO ENGINEERS &PRODUMa 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 TM- (305) 26"LOO FAIL (305I 2S2 6978 6r L 0 z m O Z rm g'• En qm O 00 Z y O Z cn D Fto O V O N N ao Oo Vll 2 H P a o o 2 AM A N O (J 4 V O b b b 0 w to V p G 0 0 b b VO J w b,b V g m m m O b b m O OC a m � W t- Zo O O b o O O b o mm mm D ,1• b o Oe ± b, mm 4 0 b. b p0pe mm 0 0 b o mm 0 0+ o b o m V ± W m mm O o o o 0 0 b o 0 b 2 pppp VV mm mm� N OO11 1:1 W V W J IJ m 0 V bl fT Of m O o b O G to V A N V+ G O C O O b m+ N b 0 0 O b gm� 0 P+ b m w + a O o o b 0 0 b b b b A+ o m b 0 0 0 b 0 + hD 0 0 b C 0 o b G O 1 G j. .O O FFJJ 'rd2 bbb,bbiao4auooi b m O b J J � O O iJ m+ �i. b b oom�u C b 0 bl �+ m n.bbblEb b O G C C b bb Ot •O b G O G m�II.. b + }- b0000a O O O O pp O p 0 0 b m +I tVli m m o 0 b b 0 f,e In J A b J :. o O b o � N b3 N a b o o b b O m b w v L, -. b o mmm b b O b b O A b o OC + m :. w 0 m b 0bb,4bb b b b b b a m b b b o bI mm O o b b N b) m O G N �IV+ o o bbRl + b ti. m C O o b C o m G b. + 1.1 �. m Ooom� b b b A b b _ m 4 m b O b b O b b p b m w '+ b,bbobb 0 0 0 0 0 \OvO R,g c o a O Gob m b b O b O O bI b a m bb O m m 1 1 II I 0 o 0 I I P b I bb I I i I 1 o, orb 11 I I 1 I0 l l l l l l l l o? 0 o I I l t l$ b I b I I I I I? o I b l l l l l o b ?. o b I I I I T o 0 b o 0 � o S � O C t1 ti� on� c' o Z o �o = D 98 m� v c =� o z w� o •� m ICI N An4C o °m9C aa t cal 0 y� ffy. C v sG tl1 s M N N 0 �+ N Cp D u v 0 m 29 29 //rrrrn)nttttt \` a data: 12-30-13 revise -talc 1/2•-1'-D- i.nl C. o chk br. .. Q z m m 108• MAX. ' TESTED FRAME HEIGHT 106 MAX * 95 7�• MAX. (GLASS C & D) o�T DOOR LEAF HEIGHT I = T r Ap Y� ,� T mr' p° 95 ,/2• tMX. (GLASS A & D)) 66 1/4• MAX. (GLASS C & D) �x N D.L OFG. 9 py A \ .N I �m 3 m vzo I I II II II II it II II II II II II II — 3 m L II li Il o II � II II r L 1 � { I r / 'v W 6 • � v A \ 0 r 1 e O ,ay g X I w y\ wn v \ Po ~ �Z O N A � FN $ - 6• MAX. 10," MAX. JAMB AT SIDELRES, CORNERS ONLY SERIES 500-9 ALUM OUTSAING 04MCE DOOR (LM.I.) AL-FAROOQ CORPORATION a COMMENTS SIW IMPACT WINDOWS, LLC. ENGINEERS& PROOUOTDIEVELOPMENT CONNFNfS 93110 SUNSET DRIVE, SUITE 220if 975 S. CONGRESS AVE. #102 MIAMI, FLORIDA 33173 (C.A.N. 3538) �I 6511� DELRAY BEACH, FL 33445 TO- (305)2G4a"o FAX (305)=21 9T3 CONNFNfs � �� TEL (581) 274-9392 FAX (561) 274-9262 f COMP-ANL\W73-6851' no a e v escn Ion A 0.5.01.14 REV. PFR RER B 0E.25.14 REV. PER 1 c 07.20.15 NO CHANGE -m D 10.05.15 REV. PER RER 39 3/8' MAX. FRAME MDTH A A / x / D 4 W 'o \ O \\ B I im-A&I mAX. SINGLE LEAF DOORS WITHOUT SIDELITES. SINGLE LEAF DOORS WITH SINGLE SIDELITE AT EITHER SIDE OF DOOR. FRAME WIDTH FRAME WIDTH A K E \ / E \ t 77 B t J 9 f J - ^ .... _ B, 76" MAX. __ _ J OPTONAL B 76' MAX. E x K K 17 f- ul 39 3/8" MAX. 76" MAX. o a N n� m ,OPTIONAL SINGLE AND DOUBLE LEAF DOORS WITH TRANSOMS AND WITHOUT SIDELITES OVED CONFIGURATIONS to Z m 0 (•` W IL �a a77 0 a ql c 0 a ti -a y �o aWME 2 N N o J0 N 11 �3 ° DOUBLE LEAF DOORS WITHOUT SIDELITES. SIDELITE A7 OUs) K DOUBLE LEAF DOORS WITH SINGLE o¢ EITHER SIDE OF DOOR._ Z_N. PRODUCT REVISED ¢ o a' A n' U m as complying with the Florida Cade o ^ MA } Building NOA-No. 17-1115.01 ,4, 3 expiration Bate 05122/2023 rn a, o By �— DOOR FRAM MTa -Dat Produc Control €6� THEEFRAME AREA OF ALTERNATE SIZE MUST NOT o $ EXCEED TESTED FRAME AREA - 127.31 S0. FT, SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS SEE SHEET 5 FOR SIDEUTE WIDTHS . D.L.O. HEIGHT (SIDELITE) - LEAF HEIGHT - 12" (4" TOP RAIL, 6" BOT. RAIL) D.L.O. WIDTH (SIDE LfTE) = LEAF WIDTH - 10" (WIDE STILES) D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH - 6" (NARROW STILES)dl < ID o 0 DOORS, SIDELTTES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL APPLY TO ENTIRE SYSTEM. TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). No 7 2 N a a A OF drawing9 no. W13-68 TYPICAL ANCHORS SEE ELEVATIONS 11IY WOOD BUCK z aa FOR SPACING SEE CHART .. n FASTENERS BY OTHERS •: I l• mx FOR MIN. LENGTH E' . m w EXTERIOR�E • ` _ ••_ _ ° a ` t 1 _CONGRt:TE ro � FINISHES fE�DIST.> i .. t BY OTHERS •CONCRETE EKIERIOR FINISHES BY OTHERS ,... 1 ®m m O I y L� O uu ._ 0 SEE LEAF CORNER /-DETAIL ON SHEET 15 POURED & HARDENED HIGH STRENGTH GROUT ' fie - 5000 PSI MAN. FNOT BY S.I.W. •m MUST TRANSFER SHEAR LOADS TO STRUCTURE p m •.� Bt N LOAD BEARING (SOLID SHIMS <'°� `�' m l•xll OPTIONAL TO GROUT) == !" CONCRETE ; b •�;' 8- TYPICAL ANCHORS :c:' v SEE ELEV. FOR SPACING SEE CHART H EDGE DIST. STD. STLL FOR MIN. LENGTH n OPERABLE UNITS NY WO UCK OR D STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH SEE CHART FOR MIN. LENGTH METAL STRUCTURE UJON TYPICAL ANCHORS: SEE ELEX FOR SPACING ANCHORS TYPE SUBSTRATE AT HEAD AT SILL AT JAMBS MIN. LENGTH MIN. EDGE DIST. MIN. LENGTH MIN. EDGE DIST. MIN. LENGTH MIN. EDGE DIST. 1/4' DLL ULTRACONS i, •EL.O• (FU-177 KSI, Fy=155 KSI) —WOOD-- —2-3/4' —1= —NA_ _ _ NA 3-3/4' 1' MASONRY N.A. N.A. NA NA 3-3/4' 2-1%2" CONCRETE 2-3/4' 2-1/2' 2-3/4' 2-1/2' 3-3/4 2-1/2' 1/4' DIA. SELF DTOLUNG SCREWS (GRADE 5 CRS) METAL 3/4' 3/4' NA NA 3/4' 3/4' WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. MASONRY - C-90 HOLLOW/FILLED BLOCK Via = 2000 PSI MIN. CONCRETE m f•c - 3000 PSI MIN. METAL = 1/B' MIN. THK. STEEL Fu=58 KSI, Fy=35 KSI MIN. MIAMI-OADE COUNTY APPROVED MULLION 1/8' MIN. THK. ALUMINUM (6063-T5, Fu-22 KSI) MY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE ANCHORS MAY BE HEX OR FLAT HEAD. 0 I 1 'CONCRETE �• . I -: a ;• .�• : • . - ___AnT,"' A..�eCl)NCRQE•o1STa>TYPICAL ANCHORS•SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTHSHON #2 OPERABLE UNITS OP13RABLE UNITS OT APPROVED FOR WATER RESISTANCE) (NOT APPROVED FOR WATER RESISTANCE) MIT UAL(. DESIGN LOADS TO ±62 PSF LIMIT MAX. DESIGN LOADS TO t62 PSF 1 "j j �a SSi Ogg g ` E " O R O�iN�1 (yogi It (yogi 0 4No � awf vl N K m N 0> cn O ¢ 1`1 Z tn� UZV Qvm o:i �E15> e h T9 3 n W W tnrno 0 PRODUCT REVISED as comp 1 In with the Florida Building &TIe 17.1115.01 NOA-No. Enaration Date 05122/2023 -�6g6K By o a Miami- ado• duct Control w cm^ DOOR DETAILS a S oa � c ```11111 I111/I Ai>I/gg NO. 0592 %•0 . • ATE CF �`,+ drawing ` no. o.oRlo��a���` W13-68 W II u D rl m I. Ii o ii jl 3,W �t ZmN'O c e om'aC m V C s V1 m m 'IO _ W •' m .. • ✓ i �0n'y x}o a ants 12-30-13 reylslc F I ar. nr rARID 01 O 07 ehk. by e2 �Fl Pz �r� �NAyF wi�N � EDGE DIS(. CONCRETE II goz o• �o oo v, a : �� r(6 jl{ Az EDGE DIST. gD = �y�vAi Z� 012. � �-I I. MASONjiY•°, '.- 1 �� �`S Sm s� �3� �=o o. :. . - >- �"_- ar _� �KcRErs,• q�a I I o �^�z • FAASONRt .. .. 1.. 9 L 0 I tar WOOD na FIX �'I coeEUDlrs uMENrs MNEN1s SERIES 500-9 ALUM OU�$YIING ENIRANCE DOOR (LMJ)J AL-FAROOQ CORPORATION SIN IMPACT WINDOWS, LLC. ENGINEERS& PROOUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 975 S. CONGRES AVE. #102 TIMMI, FLORIDA33173 (C-- ssss) DELRAY BFACN, 3344,5 ,TEL 1305) 264E FA1C (30b) 282-6978 Pso TEL (561) 274-9392 FAX (561) 274-B2fi2 Muc-ANINW17-9aen no a e eson Ion A D5.01.14 REV. PER REA CD s OB.25.14 REV. PER RER C QT.29.15 PDI. PER RER CO D ill D.08.15 REV. PER RER W 3/8" MAX. LOAD BEARIING DOOR LFAF HEIGHT SHI Wz us �mp E O. A • 2• N • m N TNN WRIT! N z i wo c o f?f•• � s 6 go. F EOGE DISf. > z �j pz A" ?;' :. CGNOREL �'.• • _ a{�ala I Z vzS y G3 O Z.alp� I 3 N$ ctC m� z c� o N W 3 N i ✓1 rCID CI j II N III O I� m I, o � x o S II I� I III v W I M m C] ps 3 c om3C r n a e o ee � a a f m m ms M N41 n N ., m 0 N N *v I w � a • o A11l11�Illr/+++ FIR .� �5. • .G o �0: •off IIIIIIX ? a aoce: t2_ya_ty revisions: SERIES 5N-9 ALUM OUfb1'ANG EWWCE DOOR (LM.L) AL-FAROOQ CORPORATION a a 3 no a e escn on -' E ctala 3 A DSD1.ta REv, PER RER """D 15 ENGINEERS 8r PRODUCT DEVELOPMENT SIW IMPACT WINDOWS, I_LC. g360SUNSETDRIVE,SUrrE2z0 ro m s oe.zs.ta aEv. PER RER COWENTS 975 S. CONGRESS AVE. #102 I MIAMI,FLORIDA 33173 `. dr. 5y: 7ARI0 C 07.29.15 REV. PER RER COMENf5 (C.A.N. 3s98) DEIRAY BEACH, FL. 33445 D f0ON15 REV. PER R1R COL01ENf5 TEL C3a-+126rF 81QD FAX. (3a6)2GL8978 W 9 eNc by: a n.a7.n UPDATED w 2017 Fsc tEL (561) 274-9392 FAX (561) 274-9262 C0MP-ANL\W13-68SIW •� O O e e e 1 ,�,� I�,rh• � — �aa'�;'r�,rs�°:: A i_�—� � • ; it !I';II o r ar€pox - — _J�' � �c��9111 ;z_ DOOR 361, VAX. TRANSOM HE] 34 7/8' MAX. EXTERIOR _J ml q�qz�3s N t. • m - z -. p.��g N0, MAX. '9N�1Nm A lmrl�m� Z g A �s WO oy Ed, o y N2 C C �m pAr-I. CONCRETE _ y m x N :•11�..• •'• .'>� 00 LOAD BEARING xc I ^.yz�PL �n ORE �y 9� SHIM � � C7 w I EXL . m � rNi m am WHqt- o O i P14 I 10 N ; II III R i it .I I ar �i III ii 1/4� MAX.it I o M I ii SSj I I: p LOAD BEARING SHIM J r� zit it i�o m II II (I • I � • �`� 9 ZCH� . D n RosC `\`11UId IIlllr��' c \ ; o nr C .• m N C;. ^ V �C 1•°yDi � [dJ S N In o0 •. 'o N O a u rL a A'l°: 1s_w-13 revisions: SERIES M-9 ALUM OUr ING ENTRANCE DOOR (LM,I.) AL-FAROOQ CORPORATION a ' s°°f a/6 ''1 SIW �MPA(+T W� ()CVyS, LLC. ENGINEERS& PRODUar DEVELOPMENT a 93605UNSET DRIVE, SW7E 220 dr. by. TMIp 975 S. CONGRES AVE. #102 NIIAMI,FLORIDA33173 (C.A.AC 2533) DEU BEACH, 33q 45 TEL(3os12sa-Bsoo FAX.(3DS)262-697H C.°- �'• E f1.o7,n UPDATED m zon Ise TEL (561) 274-9392 FAX. (561 274-82fi2 nnMP-ANI\W1i-6ACt' no date escn ion A 05.01.14 REV. PEP REA COYMEN75 e DD25.74 REV. PER RER CONYFNT^ C 0728.13 REV. PER RFA COYNENIS D 10.0&13 RN PER RFR C01(MENfS SIDEUTE FRAME HEIGHT SMELITE LEAF HEIGHT O © O yNNp^psi- r� 1 • II ON Oi01�1?O N dial = o. C.; 3 zgo. 0 O G O N g C c ° m Q a a "•1 °a o i £ IAII i �m 7 o N 01 C O W J \1\\Iftlllf//!! Rl O•� o G�•� % �:A ti] v !!lf adatr. l fl•111111\ 12-30-13 reV S I f amle: 3/g• _ 1• (!� a. y —IQ' oo o af9c EY• E l , no o e esen Ion A 05.01.1 REV. PER RER COMNEMS B 09.25.1 REY. PER PER COMMD05 C 3/6• MAX - LOAD BFARU II��t SHIM x N O EllO� ml ~i n o x ;RIES 500-9 ALUM O[=NG ENTRANCE DOOR (Lld:l.) AlrFAROOQ CORPORATION4 SIW IMPACT WINDOWS, LLC. ENGINEERS&PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 975 S. CONGRESS AVE. #102 MIAMI,FLORIDA33173 (C.&N. 3536) `. DELRAY BEACH, FL 33445 TELC30S)264A100 FAX TEL. (561) 274-9392 FAX (561) 274-9262 COMP-ANL\ 3-68SIW 4.600 .094 .750 1.75 DOOR/SIDELITE FRAME HEAP/SILL U TRANSOM MULLION 4.040� 2.000 .078 � .125 TYP. s) HINGE/LOCK STILE 4.000 6.000 a.000 FRAME JAMB TOP/BOTTOM RAIL BOTTOM RAIL TYR O SIDELITE SASH STILE t.o7T s .094 2,156 O6 L.795 DOOR TRANSOM MULLION ADAPTER .170-1 .Oss I 1.059 JAMB SCREW 'COVER .060 9 0 1�2.oto (9A) TRANSOM SCREW COVER 7 50 .094 4.600 4.600 t so J .094 0 .750 1.625 I I�-2.,22 I�-2.337 TRANSOM FRAME HEAD U FLUSH BOLT BLOCK ,655�1 � 1.00 I ,050 1.365 1.000 {0" 1.365 .1162 I .078J �I 1.238 III 1.000 12 17A INTERIOR GLASS STOPS .662 �+- -I 1.196 I .050--If 1 .050 1.365 I �.92L2 .803 1.365 144 h 1,116 f� 13 7® EXTERIOR GLASS STOP 1.500 .299 .7n 1.939 .4 15 'tom 36 THRESHOLD COVER DOUBLE DOOR ASTRAGAL --I 1.375 F - SINGLE DOOR ASTRAGAL 2-382 .250 1 500 078 4.632 OPTION #2 355) ADA THRESHOLD r 1.900-1 1.146 2.000 .094 •094 1.969 0 L(:� .084 ((••..��yy P W 0 174 .076 t2.02.1-�no 1% CHAIR RAIL t4 JAMB/MULL ADAPTER V y e M O0.Qo .375 O .078 J 1.070 Fes- Q q 5 ttt�ovv ii) SNAP COVER Q m z o � JN n ca O > rMi LL ODZya.!�r1 § U, N rn z 4v4 i Q0 N .5 I PRODUCT REVISED as complying with the Florida o ui 9 V Building Cade 17 .1115.01 n . J rn R(n 1.Now-No. Expiration Data 0512212023 sy Mia - ad o uc Contro I STEEL REINF. s 102 .600 �k--aoas� OPTION #1 z9 ADA THRESHOLD .A. 1F OF drawing ` no. W13-68 LOCK OPTIONS I & 3 STD, 3 POINT LOCK MAX. FRAME HEIGHT - 108 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 80 PSF ACTIVE LEAF: OPTION 91 3 POINT LOCK ASSEMBLY (1,11805S) BY 'ADAMS RITE` WITH 4015 THROW BOLT AT 35-1/2' FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL OPTION N3• LOCK ASSEMBLY (W5110-STACTO) BY ASHLAND' WITH THROW BOLT AT 35-1/2' FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. AND- ENGAGING FRAME AT HEAD AND SILL INACTIVE AF CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVM & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34- FROM TOP I I I / ACf1YE 16NAaTNE I AOTVE 36-9/18' 36-9/16" LACK OPTION �2 NOT USED LOCK OPTION 4 MAX. FRAME HEIGHT — 97-3/4 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 60 PSF ACTIVE LEAF: EXPOSED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON FACE OF LEAF STILE LOCATED AT 13-1/2- FROM BOTTOM AND 34' FROM TOP INACTIVE LEAF CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/0 FROM BOTTOM AND 34' FROM TOP ACTIVE YVPLTA'E ACTIVE 36-9/i6' 36-9/1V LOCK OPTION 5 PANIC EXIT DEVICE (SVR) MAX. FRAME HEIGHT = 97-3/16 IN. MAX. LEAF WIDTH = 36-9/16 IN. MAX. DESIGN LOAD = 62 PSF F! SURFACE VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT 35' FROM SILL AT EACH LEAF. PANIC BAR FASTENED TO LEAF WITH �1) #8-32 X 1/4' SOCKET HEAD MACHINE SCREW 1) #6 X 3/4" FH TEK SCREW TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED TO STILE WITH (2) 1/4-20 X 1-1/4' SCREWS. M , 36-9/16° 36-9/16' ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLMR/REMARKS 1 SIW523 AS REQD. FRAME TRANSOM HEAD 6063-T6 ALTERNATE TO 2 2 SM505 1 DOOR/SIDEUfE FRAME HEAD/SILL 6063-TB - 2A SIW505B 1 , TRANSOM MULLION 6063-T6 - 3 SIW500 2/DOOR FRAME JAMB 6063-T6 - 4 SIW502 l/ LEAF DOOR TOP/BOTTOM RAIL 6063-TB - 5 SIW537 l/ LEAF DOOR BOTTOM RAIL (67 6063-T6 SEE SHEET 13 5.1 SIW536 I 1/ LEAF DOOR BOTTOM RAIL (8-) 6063-T6 ISEE SHEET 13 6 SIW503 2/ LEAF HINGE STILE/LOCK STILE 6063-TS - 7 SIW507 2/ LEAF SIDEUTE SASH STILE 6063-T6 - a SIW542 AS REDO. DOOR TRANSOM MULLION ADAPTER 6063-T6 - 9 SIWS71 AS REQD. SCREW COVER 6063-T6 JAMB & TRANSOM 10 SIW509 AS REQD. DOUBLE DOOR ASTRAGAL 6063-T6 - " 1CA SIW535 AS REQD. SINGLE DOOR ASTRAGAL 6063-T6 - 11 SFW510 AS REQD. ISCREW COVER 6063-TS - 12 SIW512 AS REOD, I INTERIOR GLASS STOP 6063-T5 - 12A DWF-024 AS REQD. INTERIOR GLASS STOP 6053-T5 _13-_ _-_SIW513 AS REQD. EXTERIOR GLASS STOP 6063 T6 - 13A SIWS33 AS REQD. Va RIOR GLASS STOP - -6063-TB_ _-- 14 SM504 AS REQD. DOOR JAMB/MULL ADAPTER 6063-T6 15 9016E - BULB W'STRIPPING VINYL CENTRAL PLSTCS 16 U4513 - Q-LON W'STRIPPBNG VINYL SCHLEGEL 17 5530 AS REQD. INTERIOR GLAZING GASKET (OUROMETER 70t5) SANTOPRENE BY CENTRAL PLASTICS 17A 5531 AS REQD. 1EXTERIOR GLAZING GASKET (DUROMEfER 70f5) SANTOPRENE BY CENTRAL PLASTICS 18 I W23201 MY0020 AS ROD. FINSEAL PILE W'STRIPPING - ULTRAFAB 20 ®e X 1/2' - ASTRAGAL SCREWS PH SMS - AT 4" FROM ENDS & 8' O.C. 21 18 X 1/2' AS REQD. GLASS STOP SCREWS SELF DRILLING - AT B" FROM ENDS & 15' O.C. MAX. 22 #12 X 1-1/4' - FIX. PANEL SCREWS PH SMS - AT G" FROM ENDS & 17' O.C. MAX. 24 SO44HD 4/LFAF BUTT HINGES ST. STEEL DELTANA 25 - AS REQD. MULLION REINFORCING STEEL - 26 #12 X 4' l/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 27 #12 X 2' AS REQD. FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL PH SMS 28 #12 X 1/2- AS REQD. HINGE ASSEMBLY SCREWS ST. STEEL FH MS TYPE F SS 29 20305 AS REOD. ADA THRESHOLD OPTION 91 6063-T6 30 D8019AV36 AS REQD. DOOR BOTTOM SWEEP ALUM/VINYL BY CRL 31 SIW527 I - FLUSH BOLT BLOCK 6063-76 - 32 #2 - FLUSH BOLTS SULLIVAN & ASSOC. 34 SIW639 - 2' CHAIR RAIL 6063-T6 - 35 SIW546 1 A0A THRESHOLD OPTION #2 6063-TS - 36 1 SHOLD COVER I 6063-T6 I - SEALANTS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. HINGES: ` V X 4' ST. STEEL BUR HINGES DELTANA (DS84NB OR SD44HD) AT 13" FROM TOP AND BOTTOM ENDS AND 26-5/8" O.C. MAX. HINGE ATTACHED TO DOOR FRAME AND DOOR STILE PRODUCT REVISED USING (4) #12 X 1' FH MS as complying with the Florida T`•T 3 HINGES PER LEAF UPTO 6/8 HIGH DOORS Building Codo 4 HINGES PER LEAF DOORS HIGHER THAN 6/8 NOA-No. 17-1115.01 - Expiration Date 05/2212023 N-A t o f�Az drawing no. °,.�� W13-68 7m�. revisions:IFS 500-9 ALUM 0no a e esenDNon UOING EMRANCE DOOR (LM.I.) AL-FAROOQ CORPORATION a IV A 05.01.14 REV. PER RER CONMUM SIW IMPACT WIDOW$, LLC. ENGINEERS& PRODUCT DEVELOPMENTS 00.25.14 !IO CHANCE THS SHEET 9360 SUNSET DRIVE, SURE 220C 6/.20.1D NO CNWIGE TM:s SHFEf 975 S. CONGRES AVE. #102 MU\MI, FLORIDA 33173 (C.A.N. 3538) DELRAY BEACH,FL. 33445 CiD 10.00.15 NO CHANGE TH65HEEf TFS. (3057264-[IS00 FAX. (30'+�2826976 E 11.07.17 UPDATED TO 2017 ME TEL (561) 274-9392 I FAX (561) 274-9262 COMP-ANLW13-SARW i W ym 2 I 8 N O x 0 p D) vX O 0 s � I V O V �1 I I J N i s,m �i zmO� I alga \LUUuull _l =� • ° mom_ ' N m (k O ///11111117 rC 3 dam: 72-EO-t3 revlslonv SERFS 500-9 ALUM ODUNG OffMCE DOOR (LM.I.) ALrFAROOQ CORPORATION' T f awls: 37g• m I- SIW IMPACT WINDOWS, LLC. ENGINEERS& PRODUCT DEVELOPMENT GJ _I 53130 SUNSET DRIVE, SURE 220 ^ ° I dr. by rnaro 975 S. CONGRESS AVE. #102 MIAMI, FLORIDA33173 (D.AV. 3538) V DELRAY BEACH, FL 33445 TEL.(305) 264310o FAX.(3Os)26ZM76 OD P ank ey: M o » TEL. (661) 274-9392FAX. (567) 274-9262COMP—ANL WI2:j SIW no °°escrlion PFR R6iCOIdYEMSHANGE TH6SHEEPIW7GETH6S}fEEf OWICE TH6 SFiEEf I I1 rNOA l E. Stofft Architects, P.A. pproval for Aquvista Lot by. date: Ci MIAMI-DADE DEPARTMENT OF REGULATORY AND EC( BOARD AND CODE ADMIMSTRATION Oil, }+urrieane Master by DA13 M41#824 +56psf -bops f Max. SiZO .W2" x W011 MIAMI-DADS COUNTY PRODUCT CONTROL SECTION I1805 SW 26 Street, Room 209 RESOURCES (RER) Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 DAB Door Company, Inc. 12195 NW 081' Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under th/apppplicablemiles and regulations governing the use of construction materials. The documentation submitted has beep} reviewed and accepted by Miami -Dade County RER-Product Control Section. to be used in Miami Dade County and Ether 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 ,(ui areas other than hCami Dade County) reserve the right to have this product or material tested for quality ass�rance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense ofsuch testing and.the AHJ may immediately revoke, modify, or suspend the use of such product or material witrin their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this :product or material fails to meet the requirements of the applicable building code. This product is approver as described herein, and has been designed to comply with the Florida Building Code, including the Higli Velocity Hurricane Zone. DESCRIPTION: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 16' 2" Wide w/ Window Lite Optio� (DP +56.0, 44.0 PSF) APPROVAL DOCUMENT: Drawing No. 00-18, titled "Sectional Garage Door/", sheets 1 through 5 of 5, dated 08l24/2000, , with last 'revision I dated 03/09/2015, prepared by Al-Farooq Corporation, signed and A ` sealed by Javad ad, P.E.; bearing the Miami -Dade County Product Control renewal stamp with the Notice of Accept ` ce number and expiration date by the Miami Dade County Product Control Section. MISSAiE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: permanent label with the manufacturer's name or logo, manufacturing address, model number, the poAttve 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,feading `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 _`appli�cable building code negatively affecting the performance ofthis product. TExm.INATION of this NOA will occur after the expiration date of if there bas been 11eVislon or change in, the matcna /use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of R produc4 for sales, advertising or any other purposes shall automatically terminate this NOA. Failure 10 Comply with any seCl10!! Of this NP/A shall be cause for termination and removal of NOA. `DV)9RTISEMENT: The NOA number; preceded by the words Miami_ exp' iron date m be displayed in advertising literature. If an Dade Co '° Blorlda, and follotyed by jilt y portion of the rs dis la in r!s entirety, g P yea, then it ShOY be done INSPECTION: A copy of this entire NOA shall be provided to the user b We sha I be available for in ection at the ob site at the nest of the Buildin . y manufacturer O1 its disirfbutors and g official T is NOA renews NOA # 14-i1814.05 and consist ofthis page 1 and evidence i royal document mentioned above. pages E-1 and E-2, as well as e submitted documentation was reviewed by Carlos M. Utrers, P.E. 772 NOA No. 3 Expiration Oate: February222020 ECEIVED Approval Date: April23, 2015 9 JAN 2 5 201 a¢/1612015 page Lucie DAB Door Company, Inc. A. DRAWINGS 1. Drawing No. 00-18, titled "Sectional Garage Door", sheets I through 5 of 5, dated 08/24/2000, with last revision I dated 03/09/201 S. sheets 1 through 5 of S, prepared by Al- Farooq Corporation, signed and scaled by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.03" 1. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed byCandido F. Font, P.E. "Submitted under NOA # 08-1106 05" 2. Test reports on 1) Uniform Static Air Pressure Test Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, \prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI 08-2149AB, dated 06/27/2008, signed and sealed by Candido F. Pont, P.E. "Submitted under NOA # 00-1121.01 3. Test report ofUniform Static Air Pressure and Force Entry. Resistance Test, per FBC, TAS 202-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. BETI 00403, dated .08/1112000, signed and sealed by Hector M. Medina, Pit. 4. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind Pressure Test per,, per FBC, TAS 203-94 on "Sectional Residential Garage Doors", prepared by Huiritowle Engineering & Tesf ng, Inc., ReportNo. HETI 00-904, dated ,08/17/2000, signed and sealed by Hector M. Medina, PE. 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted GAO steel panels, prepared by Celotex Corporation, Test ReportNo. 258592, dated 08/17/1998, signed by W.A. Jackson, P:E. "Submitted uuder\NOA # 03-0210.04" CULATIONS "Submitted under NOA # 14-0814 OS" C. CALAnchor verification calculations prepared by Al-Farooq Corporation, dated 1. 09/22/2014 and 07/24/2014, signed and sealed by Japan Ahmad, P.E. to with F B.0 y. Anchor verification calculations prepared by Al Faro Corporation, complying 2007, dated 12119/2008, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 09-0128.03" is Carlos M. Utrera,P.E. Product Control Examiner NOA No.15-0304.02 Expiration Date: February 222 2020 Approval Date: April 23, 2015 E-1 DAB Door Company., . D. E. F. QUALITY ASSURANCE 1. Miami -Dade Department of egulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1; - Notice of Acceptance No.1i-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No.140311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014. and expiring on 11/29/201.7. 3. Notice of Acceptance No.1 Expanded Polystyrene Bloc on 01/1112017. 4. Notice of Acceptance No.1 Dyplast 180-Cl Polyisocya 01/11/2017, 5. .Notice of Acceptance No.1 their Expanded Polystyrene expiring on 02/24/2016. "Submitted tinder NOA # OS 6. 'Test Report on Accelerated I ASTM G155 of "PVC Extru; 'Testing, Inc., Report No, HE Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test by Hurricane Engineering & 11/29/2004 signed and sealer S. Test Report on Self -Ignition Test of "REHAU non -foam 1 Report No..04-761-15019.0, STATEMENTS "Submitted uirder l 1. Statement letter of code cont interest issued by Al-Famoq 3avad Ahmed, P.E. •0926.07, issued to Dyplast Products, LLC, for their Type Insulation, approved on 11110/2011 and, expiring' 1.06, issued to Dyplast Products, LLC, for their Insulation; approved on 11/10/2.011 and expiring on 1.04, issued to Cellofoam North America Inc, for Insulation, approved on 02/24/2011 and !2&02" ithering Using Xenon Arc Light Apparatus Test per 1 Material"; prepared by Hurricane Engineering & 04-A002, dated 09/27/2004, signed and sealed by ASTM D638 of "PVC Extrusion ]Material", prepared ting Tnc., Report No. HETI 044251, dated I. Ghia, P.E. iperature Test, Rate of Burn Test and Smoke Density extrusion material", prepared by ETC Laboratories, d 05/06/2004, signed and seated by J. L. Doldan, P.E. 4144814.05" ance to'the 5`" edition (2014) FBC and no financial poration, dated 05/13/2014, signed and sealed by E -2 4041114�11170 1 e Carlos K Utrera,P.E. Product Control Examiner NOA No.15-0304.02 Expiration Date: February22, 2020 Approval Date: April 23, 2015 7-1/2• X 2-1/4'1-111 GA. GALV. EEL CENTER SUS E / ` 1 WITHOUT DELRON SLEEVE (STD.) t O C 1 v7-1/2" -X 3' XEND IROLLER STEEL 1 HINGE00 W/ (6) 114 X 5/8' SMS / WITHOUT DELRON SLEEVE O (SD) PAL O -VNTHOELRONSLEEVE(OPTIO O-/STXE2/4X .071" 1`1W 1% NTER - i HINGE. LOCK �. W/ (4) 014 X 5/8° SMS 2/ DOOR ` o WITH DELRON SLEEVE (OPTIONAL) CENTER HINGE �j E i I 15/15 x .75 TKK LATCH 8 �\ SfANDARo LACK SPRING LOAOEO SUOE BOLT(BOTH SIDES) FASTENED W/ (4) B14 X 1/2° S.M.s. �. a 8/a-Au -LOCK ENGAGEMENT„ \. 00 FORMS'TO SECTION -1008 REGARDING GARAGE DOOR. 7 X 7 DALV. AIRCRAFT TYPE ABLE & NICO-PRESS SLEEVE- O MIN. 5 TO 1 SAFETY FACTOR 7'X 3•X 12 CA. 1 STEEL PLATE ,1 WITH (4) 014 X 3/4' SELF GRILUNG SCREWS lu i BRACKET STD. LIFT DOOR TOTAL p Or 'U' BARS'AT CONSI TS OF EACH DOOR SECTIONS 15' 2 SECTIONS 21'.sECTwH 16' 3 SECnONS 21' 6 1-V SECTIONS 2V - .SECTIOHS IW - SECTIONS IW 1 SECTION 21' SECTbM! 2 SECTIONS 21' SECTIONS IB' 3 SECTIONS5 I SECnaN IV 4 sEcT10N5 21 5'-9' 5 sECnaNs 21' - 91 6 SECTNkIS le' - 9 -r 5 SECTIONS 15' 1 SECTION- 21' W-5' 4 SECTIONS Ie' 2 SEC71ONS 21• 0 -9' J SECTIONS 15' 3 SECTIONS 21 t2 10' 2 SECTIONS IW 4 SECTIONS 21' l0'-3' VOW IS' S SECTIONS 21 1 '-6 a SECTIONS 21' - 10-9 6 SECTIONS le 1 SECTION 21 r 11 s sFCnCvs IB' 2 -SECTIONS 21 11 -3' 4 SECTIONS IB' 3 SECTION 2121 1t -6 J SECTIONS 18" 4 SECIKM 21 14 t 1'-9' 2 SECTIONS 18' 5 SECTIONS 21 12'- 1 SECTIONS IE 6 SECTIOIR 71° 12'-S 7 SECTIONS 21' - 11 -6 6 SECTIONS 1B` 2 SECTIONS 21- 12 -0' S SECTIONS 15 J SECTIONS 21 13 t SECTIONS IV 4 SECTIONS 21 13 -3' 3 SECTIONS ID' S SECTIONS 21" 15 13'-e' 2 SECTIONS 15' 6 SECTIONS 2t 1 SECTION IV 7 SECTIONS 21 14 5 SECTIONS 21' - 14'-3 a SECTIONS 18' 3 SECTIONS 21' 14 -6 5 SECTIONS 16 7 'SECTIONS 4-9 4 SECTIONS 18 5 SECTIONS 21 15 1s J Se 1B' 0 sECRONS 21 f0 -� 2 SECTONS 16 7 SECTIONS 21 le'-W I -SECTION IV 6 SECTIONS 21 IV­V 0 SECTIONS, 21" - 16' 16 SECTIONS 16' 4 SECTIONS 211 20 CENTER ® i m I• - i LOW HdKET EAD OOM i 8".X 3-1/8' X DOOR OPTION t� 7-7 .010' STEEL PLATE WITH (4) B14 X 3/4' SOS STILE 7E LEI END STILE TOP nXTURE 5-1/2' X 2-3/4' X 0.1' OPTIONAI. DOOR NEWER STEEL PLATE WITH ONE 5/15-18 MS W/ NUT TO BE INSTALLED AT FASTENED TO ENO STILE WITH (6) B14 X 3/4' SELF DRILLING SCREWS ANY CENTER STILE CENTER STILES SEE SCH. 'A' �\ A VENT LOPTIONAL FLUSH FACE DE AT QC. MAX.ECOLONIAL DESIGN WOOD GRAIN DESIGN AREA NOT TO EXCEED L. __ A LOCK BAR .GUIDES INSTALLED ON END STILE WITH (4) B14 X 5/8' SMS • i 1BT X .6W LOCK BAR ENDACES IN TRACK CENTFRSTILES ON EACH SIDE OF D00 OLITSIOE OPTIONAL LOOK 1313=311 LOCK BAR LOOKING SHOWN ALTERNATE TO I_ 8'-0' TO 9'-10' SPRING LOADED SURE WLT DOOR WIDTHS. LOCKS SHOWN ABOVE 1 = f0'-0' TO 11'-10' DOOR WIDTHS O 8 DAB DOORS INC. IN INSIDE ELEVATION Hurricane Master®Model 824/8111 RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0' High L With Window LTtF Option C 514 % a/4' SELF DRLLING SCREWS MAY BE USED DESIGN RATING - + 56.0 PSF IN Lim of-B14 X 5/8" SMS. .PRESSURE - 64.0 PSF THIS PRODUCT IS .RATED FOR IARGE MISSILE IMPACT GENERAL NOTES I. T1415 PROOUCT'HAS BEEN -DESIGNED AND -TESTED TO COMPLY WITH THE REQUIREMENTS OF THE'FUORIDA BILGING CODE (FBC) FIFTH EDITION (2014) SCHEDULE W INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). CENTER .STILES CORBOUBATION 2. ANCHORS SHALL'BE AS LISTED. SPACED AS SHOWN ON DETAILS. DOOR WWNS f OF CEDER STILES ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 'BE BEYOND WALL 6'-0• T0g9'-lo' 2 DRESSING OR STUCCO. - 10'-0' TO 11'-IF 2 3. ALL BOLTS, NUTS AND WASHERSSHALLBE 21NC PLATED CARBON STEEL AAl1 12'-0• TO IJ'-10' 14 0r' i0 15'-l0' 3 4 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL c t5'-tl' TO i6'-10 _ S S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOOR TESTED IN ACCORDANCE WITH. THE REQUIRELIENTS'OF FLORIDA C BUILDING ASTY E1856-03 CODE TAS-202.E1 TAS-201� 6: TAS-203 FOR ME AND ASTM.E1996-09. It Itavu EAgr: JAVAD t'ROEIMRI HEWED 1 1W-10° F1A PE / 0592 oaFm6EF4grhAUoFToLiOa DOOR' WIDTHS CAN 7 BORdhr_ OBie NIIUMEil ICI IIU�I V!,EII ''mil I!� i I III'�ilIIli�ilII a it I�iI ID�QI! �I�ll0lI rjr 10V 4i S 'Towing no. 00--18 166t 1 oT 5 g )07, �aays „5. H11M 2 t—QQ 6u)laclp ((w31S ''$$ g$ (IVNOUO� SWI10H M 1S D9' X VXI .SLZ 'ON 511a1 NOM Q/9 X OLll i/1 /M 1YNOIld0 SH3110H NOUN .09' X VIO .ZB'l Vld X�)�Y,a1 Ol 03N31SV MoUd•ou _ 'O1S) sm-noa 13315 .0S' % VIO .Z6't WHS a3110a NO 031WISNI CHY0NV1S)- 1 % Ll%S ry0 Y VO Zl O g lOZ Q 6 30NIH L31N3O 1nNHSnd-.91/L .9/l- XSyyl I331S -MIS.'AlM F � 30NIH a3110aVO 91 a,. 3als aoia3lNi � S gwwA LSSO d YU f $ omly OMYP -Sv3 ONIOVdS a0! Z 133H5 335 - � L1X .00660„OX BC'COX ,61.6't 7L E->Si. H m � ,91/C-1 b , '\ •' n 'S'n'S .9/9 X YI// 'NIn . ONWVdS 13XOVa9 HD! C 133HS 33S •• i - ! • F1 - WOMB aid 3ND '� 513AId dOd �3ONV15f0 33WISXa 3003 'Nlw ,Z Mus a31H33p 'ON00 'Nln W 000C DIM 030w3 WIN Z 1331S 'M B1 X .B/9-Z X .B/L-1 •:•'p.. _ 3003 Skl3MOd. 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SSntll 'SwS 9 C E, .. .. .9/9 % fl 11 OML /M S310S I SSAal ONIOHWNl3a 31VIOMN3110 'IVOI MA OkL MN31SVA SSAU I 11VB'n 1331S 'AlVO .Z % .Y/{-Z X 'Vtl 91 13NYd AO L % ' IUDUNO ? _ O _ AIYO 1/l-Z X at y c �. I Ts3mm O3HONnd .Z/1 - • -� ppjj I3NVd a3AO IWO SdYU O �' '6 ONnlOkl 1I36 .YIC 3)a810 l-./ iJ Z' 'S."S .9/S % fl 1( OML S3111S 5/VM 31M033NVd 1!D d O SSnMa� ONII N13tl WO'n IMIS 'AND ,Z X .Y/1-Z X NO 91 W -13NVd 1331S TO YZ RNETS '-3_/4' X 5-1/9' X 3' X 12 CA. ALVV. STEEL OP ROLLER BRACKET ON EACH SIDE ASTENED W/ (6):0 14 X 5/8' SAILS. 090 THK. CALM STEEL ADJUSTABLE SURE FASTENED TO BRACKET i.W/ 8/-IS X 3/4' HEX HEAD -M. SCREWS S& NUTS, 5/16" X 1-5/8' LAG SCREWS INTO WOOD OR ".SLEEVE ANCHORS -WITH 1-1/4"/16EMBED INTO MASONRY 3 PER BRACKET 2-1/2' X 4-1/4" X 13 CA STEEL PUBES WELDED TO 1-1/2' X 1-1/2" X 14'GA ANGLE FASTENED TO TRACK WITH (4) 1/4-20 55. BOLT & NUTS LOW.HEADROOM DOOR \ HORIZONTAL REINFORCEMENT 1/2' X 1-3/4LX GA. FORMED STEEL 2" X 5-1/2' X .104' • CLUED TO PANEL ANO FASTENED TO CALK STEEL VERTICAL .STILES WITH FASTENED W� (4) / 1i X•S 8' S:N.S, ' (2) 3/16' POP RIVETS TOP ROLLER 811�KET FOR IOW HEAOROON. DOOR OPTION HORIZONTAL RBNFORCEMENT 1/2',X 1-3/4' X 16 GA. FORMED STEEL. GLUED TO PANEL AND FASTENED TO VERTICAL.STILES WITH (2).3/16" POP RIVETS 1.81' DIA X 5' ROLLER SHAFT a . O*OYPL INSULATIONS: [f'OYIA57 PRODUCTS LlC' BY Y EPS-EXPANDED POLYSTYRENE DENSITY - 1D6 PCF N.O.A. 111-0926.07 OR ISO-25 POLY-ISOCYANURATE DENSITY. 2.0 PCF 111-0925.06 ____y-NO.ROA 'CELLOFOAM BY NORTH AVE7RCV DENSITY - 1.03 PCF N.O'A. 110-1129.04 OR N. BY.'INSU FRAM I DENSITY - 0.92 PCF N.OA .114-0311.08 1 \ 14 CA. CALV. MEELL WRO /� HINGES i X FA411 NEO SMS MIN..024' ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MN. YIELD STRENGTH - 34 KSI WITH HOMER AND BAKED -ON POLYSTER PANTED TOP ,COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALK STEEL�TEN WO/T,T(4N 1 114 BRACKET FAMED SMS OPTIONS HORIZ. TRACK SUPPORT, 2 X 2 X 1/8' RML ANGLE SPOT WELDED TO HOWL TRACKCENTER SUPPORT REDD. ON DOORS WITH TWO WELDS AT 1-1/2'.APART EX(iEEDING B FT.. IN HEIGHT FIRST AT 3' O.C. 11 A - 1. REST AT B' G.C. CONNECTED TO'FLAO BRACKET ANGLE Em*_11 • AJ W/ 3/8-16 X 3/4'. BOLT. &NUT AND TO_SPRING SHAFT GUIDE 1WTH (2) 1/4-40 X 5/6"BOLT & -NUT j P I ' RACK LENGTH = OPENING HEIGHT PLUS 12' f • CA, CALK STEEL TRACK VERY 2-Ile XI ' 018 SECTION A -A �' M. d E'ta'l, DOOR •- SECTION 'HEIGHTS BRACKET PLACEMENTS HEIGHT Tffi 2N'O. 3RD 4TH 5TH Bl . -82-_ -83- -84- -05" .6'-0' 18`, 18` 18' 1B' N/A 1" 70 2' 11-3/4' _ 23' 34" 45" 56' 67'- E7-6' 21" 48" I 18' 121- N/A 1' TO 2' 11-3/4" 23' 34" 45" SB" 67' - 7 21" 21.' 21' N/A 1' TO 2" TT 3/4' . 23' 34" 45" 56' _ 67' - 7'-6"18 is" ' 18' 18' 18' 1' TO 2' 11-3/4" . 23' 34' 45' S6" 67 78-1/4' B'-0'- Ti; 18 18' 18' 21" 1' TO 2" 11-3/4" .23" 34" 45" 58' 87" 78-1/41 " 5EGIKINS ARE NUMBEREU STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK ''BRACKETS AT 10' O.C. RACK WITH & NUTS. i VERTICAL LIFT HIGH LIES STANDARD :LIFT LOW HEAOROOM DOUBLE TRACK AVAILABLE TRACK_ OPTIONS En9r,, JAYAD AHMAD :pRoDucrROOrNED CAN. b b15 M Liu!, I� - Irowing no. 00-18 hefit' 311 5 cf .., 1-1/2' MIN. = I E DIST. 28Y WOOD BULK " DM. LAC SCREWS 1BY 8' FROM ENDS 2 1 10' O.C. MAX, 000 1/4' M LAO SCREWS -AT 6' FROM ENDS AND 10' O.C. MAX, OPTION 'A' `V� OPTION In \\=& WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG.0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL Be REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLACEMENT APPLICATIONS WRH,NO ENGINEER OF RECORO.'INSTAIATION MAY BE VERIFIED AND APPRIIVEO BY THE BUILDING OFFICIAL UPON .INSPECTION. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2x6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINTORCM MASONRY BLOCK WALL OR CONIC. COLUMN WITH 1�4' ULTRACON BY 'ELCO' WITH SPACING OF 8 O.C. INTO GROUT FILLED BLOCK WALL WITH 2-1/4' MIN. EMBED 8' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED 2-1/2' MIN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF 8' D.C. INTO 3000TPSI COONLLED CREETEE,, WWtfl{ 1-N3 4! MIN. EMBED EMBED 3' MIN, EDGE DISTANCE 3/8' CONFLEX BY 'ELCO' S" O.C. INTO GROUT FILLED BLOCK WALL WITH 0 MIN. EMBED B' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED 3-3/4' MIN. EDGE DISTANCE 3/8' LOT BY VW WITH SPACING OF 18' O.C. INTO 3000 PSI CONCRETE, WITHI.2-1/2' MIN. EMBED 3" MIN. EDGE INSTANCE 318' HLC SLEEVE BY T41LTI' WITH SPACING OF . 9 O.C. INTO 3000 PSI CONCRETE. WITH 1-1/4' MIN. EMBED AND 2-1/2' MIN. EDGE DISTANCE _PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOME SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD. DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY SLALOM OTTICIAL UPON INSPECTION. MAXIMUM. EXTERIOR(+) LOAD PER JAMB (18.16' X 58 PSF)/2 452.5 Lbe per FL MAXIMUM,INTEMOR(—) LOAD PER JAMB (16.16' X 64 PSF)/2 5171 Lbe per Ft. 8%1B' X 1—S/8' LAO SCREWS — AT. B-O.C. 1 I. AT CONTINUOUS ANGLE TRACK TD W'OOD RUCK #B x .v SELF 014LUNG SCREWS OR 3/16' 'RNEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" O.C. 1/2' X STEEL X 1-3/4" X .058' �v D) STEEL X 1' F DRILLING SCREWS i6''RIVEW STEEL RIVETS 10 .TIGRIPW/ DOME HEAD 48' O.C. Sq Q�r, S yFO v+ N W"STRI ALUMINUM-� ��\���:���I� W'SIRIP ADAPTER go pal RUBBER W'STRIPPING RUBBER W STRIPPING yqg�.5� m ' 05D 'r A40 ?•Y��J ..574 .700 2Y4 J48 F F--1.750—r 0 M M ANGHOR-SPACING 2 . ANCHaRS 'STRUCTURE "EMBED SPACING EDGE DIST, h- Z Z u J 8 HLC. SLEEVE OY HII:TI CONG 1-I 4 j' W -3 8 CONFLEX BY ELCO' EO. BLOCK 2- 8' 3-3 4 Q, m 3 8' DYNABOLT BY 1W GONG. 1-1/2-- B' 3-3 4 Z 0 3 8 POWER -DOLT BY POWEfiS CONC. 2' B' 2" U O 31 p 3 8 SLEEVE -ALL BV SWPSONS CONE 1-1 2 8� 3_-1 .. LT CONCRETE N - 3000 PSI MIN. BOLTS C-90 GROUT FILLED BLOCK I'm - 2000 P51 MIN/ W In Or, .� 3 A&NUT . MAX. ___ _._ �— 1-1 4' X 2-1 2' X 94 CA CD�. STEEL A11CLE 12 CA. GALV. STEEL _ FLAT BRACKETS 13' LONG 2-1/6' X 1' X 14 GA. AT 12" O.C. IN DOOR OPNC. GALV. STEEL TRACK AT 18'. O.C. ABOVE DOOR. OPNG. FASTENED TO TRACK PLATES CONNECTED TO CONT. ANGLE W/ (2) 1/4-20X5/8' TRUSS No. W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUR REVERSE TRACK CONTINUOUS AN E'TRA K c o TO STEEL TO CONCRETE. AND FlLEO RIOCK R a d a $ P Lam,.0-- ALTERNATE TRACK INSTALLATION r ` • 8 Engn JAVAD ARMAD PNERJ?i1VEP H g J F c E70592 �1dLthAFbliQA y8 y1 Si} ltl �pMar l4o`� $8b 20b drawing no. 00-18 DOOR PANEL * CHAPTER P6 FITH FB J"'j 24 cA (.04) STEEL MIN. SEE EVIDENCE PAGESMS L725 7/16' DIA.WASHER4 d8 X 3/4' SMS 21 3/4"a'3/8' FROM ENDS.MA%. A 11 III , 1 AND 7' O.C. MA%. . WDW.. WIDTH O a t . y *EXTERIOR. FRAME * INTERIOR FRAME (4) ®8 % J/4' SMS 1B 1/B' FNGIO PVC ONE PIECE'WJECTION RIGID PVC ONE PIECE INJECTION Q: . a. 1-3/8- FROM ENDS \ m J MAX' -- - -- - --- I I 1 \ d D.LO. AND:6n1/2' O.C. MAX.- - -- - - - - — -�- p- -- -- a a ' 1 I111 .175 % .062 DEEP A IIII GROOVE IIII - II • 111 '• � n O O IIII 1/4' POLYCARBONATe LExAN { - :�. C. �{ M IIII BY 'S'ABIC INNOVATIVE PIASTICW w NOA # 13-0717.01 111 P=- ui ..__ ED co W' ��.00 $$1 d I I O_I � � 111 I - -- • I �: O i I,II .W 0 'f :. n YI' r 01�1� l 'III :• '• � $ uil C�. IIII - GN2r I111 IIII 175 % .002 DEEPNo GROOVE - i1 III (4) pax 3/4• sl4s INSIDE ELEVATION I III 1 a t-J/e• FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS fill I AND 6-1/2" O.C. MAX 01 z$ 294 WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 1 /8 x FROM ENDS C a 3/B' FROM ENDS � 175 % .082. DEEP C , 1 AND 4=1/2' D.C., WAx. 'GROOVE- o 18_X 3/4* SMS 4F 3/a'FROM ENDS ---^ AND T O.C. MAX. En9r. VAVAD AHMAD PRODOCFNENEWFD N e: Ct 7/16' OLL WASHER- .•�� _ - _ - ' _ _ _ _ - - _ - - - 0. FL PE pp 7 92 �owY�1A91Thlida j-• Q.A.N. V 89DLL16Co� . }' DOOR PANEL PANELDOOR I 24 CA (.024) STEEL MIN. drolving no. 244 OA024) STEEL MIN. GLAZING MIN.0 BOE O.L. OPQ• EXTERIOR .O 2015 M r 06111 Calta) .1 ' ClA21N wlNDow WIDTH-- Florida Building Code Online I Page e 1 of 4 Nolida Depittrnewf BCIS Home I Login I user Registration i Hot Topics I E Business'"� )7 Professibnal90Product iaPPr°val Regulation ,lsrlrra}I%��tlrlr� Product Approval Menu > Product or Annllcation Search > Aeul FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product. Standards Certified By Product Approval Method Date Submitted Date Validated Surcharge ! .Stats & Facts Publications FBC Staff BCIS Site Map I links Search _ist > Application Detail FL15371-RI Revision 2014 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. W DAB Doors Company, Inc. 12195 NW 98 Avenue Hialeah Gardens, FL 33018 (305)822-7870 RBerger518@hotmail.com )avadAhmad alfarodq@afceng.com Allen Berger 12195 NW 98 Avenue Hialeah Gardens, FL 33018. rberger518@hotmail.com Exterior Doors Sectional Exterior Door Assemblies Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year TAS 201-94 1994 TAS 202-94 1994 TAS 203-94 I 1994 I Method 1 Option A 105/13/2015 105/19/2015 file:///C:/TJsers/BRYNNW—I/AppDataALocal/Temp,Low/SlSIKJL7.htm 5/26/2015 Florida Building Code Online Page 2 of 4 Date Pending FBC Date Approved of Products 05/26/2015 FL # Model, Number or Name 15371.1 Hurricane Master Model 824/811 Steel Sectional Garage Door 16'-2" Wide (Reinforced) w/ Window Lite Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +481-52 Other: See attached limitations of use for installation Instructions. I Description Large missile impact resistant 16'-2" x 16' steel sectional garage door. Certification Agency Certificate FL15371 R1 C CAC 16x16 Garage Door LMI (15-0302.01) dwa 98-05.odf Quality Assurance Contract Expiration Date 07/21/2020 Installation Instructions FLIS371 R1 11 16x16 Garage Door LMI (15-0302.01) dwq 988-05.odf FLIS371 RI II Limitations Of Use.odf Verified By: Javad Ahmad PE *70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 15371.2 (Hurricane Master Model 824/811 Large missile Impact resistant 16'-2" x 16' steel sectional Steel Sectional Garage Door 16'-2" garage door. Wide w/ Window Lite Option Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +36/-44 Other: See attached limitations of use for Installation instructions. I Certification Agency Certificate FL15371 R1 C CAC 16x16 Garage Door LMI (15-0304.01) tlwo"02-21.odf Quality Assurance Contract Expiration Date 07/21/2020 Installation Instructions FLIS371 R1 II 16x16 Garage Door LMI (15-0304.01) dwq 02-21.bdf FLIS371 RI II Limitations Of Use.odF Verified By: Javad Ahmad PE #70592 Created by Independentt Third Party: Yes Evaluation Reports Created by Independent Third Party: 15371.3 II Hurricane Master Model 824/811 I Large missile Impact resistant 18'-2" x 16' steel sectional Steel Sectional Garage Door 18'-2' garage door. Wide w/ Window Lite Option Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40/44 Other: See attached limitations of use for installation Instructions. Certification Agency Certificate FL15371 R1 C CAC 1Bx16 Garage Door LMI (14-0814.03) dwa 05-03.odf QualityAssurance Contract Expiration Date 03/29/2017 Installation Instructions FL15371 R1 II 18x16 Garage Door LMI (14-0814.03) dwa 05-03.odf FL15371 R1 II Limitations Of Use.odf Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 15371.4 Model 824: 16'-2" Wide Large missile Impact resistant 16'-2" x 16' steel sectional (Reinforced) Steel Sectional Garage garage door. Door w% Window Lite Option Limits of Use Certification Agency Certificate Approved for use inl HVHZ: Yes FL15371 Rl C CAC 16x16 Garaoe Door LMI (15-0304.02) tlwo 00-18.0f Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +56/-64 02/22/2020 Other: See attached limitations of use for installation Installation Instructions instructions. FL15371 RI II 16x16 Garaoe Door LMI (15-0304.02) dwq 00-18.odf FL15371 R1 II Limitations Of Use.odf Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 15371.5 Model 824: 16'-2" Wide Steel Large missile Impact resistant 16'-2" x 16' steel sectional Sectional Garage Door w/ Window garage door. Lite Option file:///C:/Users/BRYNNW-1/AppData/Local/Temp/Low/SISIKJL7.htm 5/26/2015 Florida Building Code Online Page 3 of 4 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +27/-30 Other: See attached limitations of use for instructions. tion Certification Agency Certificate FL15371 RI C CAC 16x16 Garaae Door LMI (14-0814.07) dwa 03-06.odf Quality Assurance Contract Expiration Date 08/14/2016 Installation Instructions FL15371 RI II 16x16 Garage Door LMI (14-0814.07) dwq 03-06.odf FL15371 R1 II Limitations Of Use.odf Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 15371.6 Model 824: 18'-2" Wide (Reinforced) Steel Sectional Door w/ Window LitelOption Garage Large missile impact resistant 18'-2" x 16' steel sectional garage door. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15371 RI C CAC 18x16 Garage Door LMI (14-0814.11) dwa 99-24.gdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-64 03/10/2018 Other: See attached limitations of use for ins allation Installation Instructions Instructions. FL15371 R1 II 18xi Garaoe Door LMI (14-0814.11) dwa 99-24.odf FL15371 R1 II Limitations Of Use.odf Verified By: Javad Ahmed PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 15371.7 Model 824: 9'-4" Wide Steel Sectional Garage (Reinforced) Door w/ Large missile impact resistant 9'-4" x 16' steel sectional garage door, Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15371 RI C CAC 9x16 Garage Door LMT (14-0814.09) dwo 01-05.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +62/-70 10/04/2016 Other: See attached limitations of use for installation Installation Instructions Instructions. FLIS371 RI II 9x16 Garage Door LMI (14-0814.09) dwo 01-05. odf FL15371 R1 II Limitations Of Use.odf Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 15371.8 Model 824: 9'-4" Wide Sectional Garage Door Lite Option Steel Window Large missile Impact resistant 9'-4" x 16' steel sectional garage door. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15371 R1 C CAC 9x16 Garage Door LMI (14-0814.04) dwa 01-09.0df Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-60 08/09/2016 Other: See attached limitations of use for instal ation Installation Instructions instructions. FL15371 R1 II 9x16 Garage Door LMI (14-0814.04) dwq 01-09.odf FL15371 R1 II Limitations Of Use.odf Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 15371.9 Model 924: 12'-4" Wide Steel Large missile Impact resistant 12'-4" x 18' steel sectional Sectional Garage Door l garage door. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15371 RI C CAC 12x18 Garage Door LMI (14-1014.13) dwq 04-01.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-65 07/14/2020 Other: See attached limitations of use for installation Installation Instructions Instructions. FL15371 RI II 12x18 Garage Door LMI (14-1014.13) dwo 04-01.odf FLIS371 R1 II Limitations Of Use.odf Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: file:///C:/UsersBRYNNW-1/AppData/Local/Temp/Low/S1SIKJL7.htm 5/26/2015 Florida Building Code Online Page 4 of 4 The State of Florida is an Under Florida law, email add electronic mail to this entity. I Section 455.275(1), Florida Sta they have one. The emalis pro supply a personal address, pleas( Book Nekt Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 3 employer. Coovright.2007-2013 State of Florida. ;: Privacy Statement :: Accessibility Statement :: Refund S are.public records. If you do not Want youre-malladdress released in response to a public -records request, do not send d,contect the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If may be used for official communication wlth'the licensee. However email addresses are public record. If you do not wish to ide the Department with an email address which can be made available to the public. To determine if you are a licensee_ under Chapter 455, F.S., please clickhere . Product Approval Accepts: Dag NOM �. sucuritcxt t: nue, file:///C:[Users/BRYNNW—I/A"ppDataALocal/Temp/Low/SlSH<JL7.htm 5/26/2015 � y MIAMI•DADE DEPARTMENT OF REGULATORY AND ECONOMIC 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 ai documentation submitted has been reviewed and accei be used in Miami —Dade County and other areas where This NOA shall not be valid after the expiration dl, Section (In Miami —Dade County) and/ or the AHJ ( have this product or material tested for quality assurai accepted manner, the manufacturer will incur the ex] modify, or suspend the use of such product or materi this acceptance, if it is determined by Miami —Dade Cc to meet the requirements of the applicable building co( This product is approved as described herein, and h, including the High Velocity Hurricane Zone. DESCRIPTION: Series "LaPorte" 8'4" Outswin MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION .CES (RER) 11805 SW 26 Street, Room 208 T (786) 315 2590 F (786) 315-2599 www.miamidade.gov/economy d regulations governing the use of construction materials. The ted by Miami Dade County RER-Product Control Section to allowed by the Authority Having Jurisdiction (AHJ). to stated below. The Miami -Dade County Product Control i areas other than Miami -Dade County) reserve the right to ce purposes. If this product or material fails to perform in the sense of such testing and the AHJ may immediately revoke, .1 within their jurisdiction. RER reserves the right to revoke mty Product Control Section that this product or material fails APPROVAL DOCUMENT: Drawing No. FD 2003 sheets 01 through 06 of 06, prepared by the manufact l and sealed by Thomas J. Sotos, P. E., bearing the Miam the Notice of Acceptance number and Expiration date i, MISSILE IMPACT RATING: Large and Small Mi Limitations: 1. See Design Pressure (DP) charts VS door sizes and 2. See glazing details in sheet 5. For the glazing detai laminated glass make-up). 3. Applicable door egress requirement to be reviewed LABELING: Each unit shall bear a permanent label 1I following statement: "Miami —Dade County Product Col RENEWAL of this NOA shall be considered after 2 change in the applicable building code negatively affect TERMINATION of this NOA will occur after the ex materials, use, and/ or manufacture of the product or pri for sales, advertising or any other purposes shall autc section of this NOA shall be cause for termination and r ADVERTISEMENT: The NOA number preceded by 1 expiration date may be displayed in advertising literati done in its entirety. INSPECTION: A copy of this entire NOA shall be pri shall be available for inspection at the job site at the regi This NOA renews NOA #17-1212.09 and consists of th as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. been designed to comply with the Florida Building Code, Glazed Aluminum French Doors — L.M.T. Rev G, titled "La Porte —Impact French Out —Swing Door", ,er, dated 12/12/02 and last revised on Nov 21, 2017, signed i Dade County Product Control Section Renewal stamp with r the Miami —Dade County Product Control Section. Impact Resistant glazing in sheet 2. See lock option VS DP in sheet 3. #2 (The 1/8 temp lite is oriented at exterior side in insulated by Building official vith the manufacturer's name or logo, city, state, series, and trol Approved", unless otherwise noted herein. renewal application has been filed and there has been no ng the performance of this product. )iration date or if there has been a revision or change in the cess. Misuse of this NOA as an endorsement of any product, matically terminate this NOA. Failure to comply with any ;moval of NOA. he words Miami Dade County, Florida, and followed by the re. If anyportion of the NOA is displayed, then it shall be ided to the user by the manufacturer or its distributors and st of the Building Official. page 1 and evidence pages E-1, E-2, E-3 and E-4, as well P. E. � - NOA No. 18-0503.06 MJAMI-DADE COUNTY Randall E. Stofft ArCllitects, P.A. Expiration Date: June 05, 2023 ,...�. � p al NOA proval for Acquavista Lot g by:date_ t A ,. Lawson Industries, Inc. i I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.11-0202.03) 2. Drawing No. FD-2003, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed andl sealed by Thomas J. Sotos, P. E. i B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11 3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under.AbA No.11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09 2623, HETI-09 2645, HETI-09 2624 and HETI-09 2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced. Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, ,HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked pup drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) I E-1 4V Is aq I. Chanda, P. E. Product Control Examiner NOA No.18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 Lawson Industries, Inc. B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration hest, per FBC, TAS 202-94 2) Uniform Static (Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02- 1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz— Seda, P. E. (Submitted under NOA No. 03-02 9.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916. 0 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on12/11/16. 2. Notice of Acceptance No. 14-0916. 1 1 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0421. 5 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/11, F. STATEMENTS 1. Statement letter of conformance to, n�o financial interest and compliance with the FBC 51h Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no (financial interest and compliance with the FBC- 2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12-0127.23) 1 Ik1g ` . L�•,,-.�► Ishaq P. Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No. 10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09 2623, HETI-09- 2645, HETI-09 2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/019, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI-02 T095, HETI-02—T090, HETI-02-1253, HETI 02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 05-1116.06) I G. OTHERS 1. Notice of Acceptance No. 134328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors — L.M.I.", approved on 06/06/13 and expiring on 06/05/18. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD 2003 Rev G, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Tlomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6a` Edition) code compliance and update of glazing interlayer. B. Test 1. None. C. CALCULATIONS 1. None i D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). i Ishaq L Ch nda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-3 } Lawson Industries, Inc. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 DeNemours) for the "Sentry Glass 2. Notice of Acceptance No.16-1117.01 Ultraclear, Clear and Color PVB G: F. STATEMENTS 1. Statement letter of conformance to 11 / 17/ 17, prepared by the manufac G. OTHER 1. This NOA revises # 14-0908.07, ex 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD 2003 Rev G, titled " through 06 of 06, prepared by the man signed and sealed by Thomas J. Sotos, Note: This revision consist of "No cha B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory E. MATERIAL CERTIFICATIONS 1. None. ted to Kuraray America, Inc.(Former E.I. DuPont ar & white interlayer", expiring on 07/04/18. ted to Kuraray America., Inc. for their "Trosifol Interlayers", expiring on 07/08/19. 2017 (6tb Edition) and "No financial interest" dated signed and sealed by Thomas J. Sotos, P.E. 06/05/18. 3. Porte —Impact French Out —Swing Door", sheets 01 acturer, dated 12/12/02 and last revised on Nov 21, 2017, . E. Economic Resources (RER). F. STATEMENTS (submitted under file #17-11�212.09) 1. Statement letter of conformance to FBC 2017 (6th Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Lab compliance as part of the test report. G. OTHER 1. This NOA renews NOA #17-1212.09, E— 06/05/23. Ishaq 1. Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 IMPACT FRENCH OUT -SWING DOOR BILL OF MATERIALS 11T.Y g DRW'0 PART 6 REDD. DESCRIMON AAM1Axa 1 L-901 LII-098 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-902 LII-097 1 FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 4 L-904 LII-096 2 SMELITE JAMB ADAPTER 6063-T5 ALUMINUM 5 L-906 LIT-092 2 x Panel PANEL TOP 6 BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 LII-091 1 x panel HINGE STILE 6063-T6 ALUMINUM 7 L-909 LII-094 I x panel LOCK STILE 6063-T6 ALUMINUM e L-909 LII-095 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM 9 L-911 LIT-085 AS REWD. 1/4 ROUND ALUM DEAD - 7/I6' 6063-TS ALUMINUM 10 L-912 LII-087 AS REQ'D 1/4 ROUND ALUM BEAD - 3/8- 6063-T5 ALUMINUM 11 FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-TS ALUMINUM 12 VVS-ODI TP 3286 AS REQ'D. Bulb Vinyl Vts'p.-Teon Plastics, Inc. See Material Conpositlon at Sheet 6 13 PVS-001 Y AS REDD, VTS'P. @ TOPAIM, RAILS Schlegel FS - .187'w. X 210'h. 14 PVS-002 ■ AS REQ➢. WTS'P. @ FRAME HEAD 6 JAMB Schlegel PB - .107.. X .330'h _ IS-. L-910,- _LN-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16. FD-619 FD-619-1 2 x panel STRIKER PLATE 6063=TS ALUMINUM -- - - --- 17 FD-631 LIE-086 AS REO➢. GLA2ING ADAPTER 6063-T6 ALUMINUM 18 HC-001 SF-55M 2 x Panel DELTA FLUSH BOLT (@ TOP 6 BOTTOM OF LOCK STILE) 19 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET KWIKSET - Series 690T COMBO 20 FD-621-2 HC-024/025 I SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series FB350 COMBO 21 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 031 CONDO 22 ■ FS-OM AS REQ'D. Frame Instal. Screw - Head (See Notes at sheet 4 of 6) 23 ■ FS-035 AS REND, Frame Install Screw- Janb/Sill (See Notes at sheet 4 of 6) 24 ■ FS-026 8 FRAME ASSEMBLY SCREW , 012 X 3/4' PH.-PHL 25 ■ FS-012 AS REO'D. JAMB ADAPTER SCREW 410 X 3/4' P.li-PHI. 26 FD-634 LH-171 AS REBID. 1/4 ROUND ALUM. DEAD - 11/16' 6063-T5 ALUMINUM 27 ■ FS-043 8 GLAZING ADAPT. ATTACH, SCREW BB X 1 1/4' FK-PHI. 28 ■ FS-049 2/Panel Double Rat Assembly Screw 3/B'x2 1/4' Hex Screw 6 Nut 29 ■ ■ AS REWDI NEUTRAL CURE SILICONE Schnee -Morehead SM-5731 30 ■ ■ AS RED'D. NEUTRAL CURE SILICONE Dow Corning 899 31 ■ ■ AS REO'D. INEUTRAL CURE SILICONE Trenco S-500 32 ■ ■ AS REQ'0, Laminated Gloss see Pg. 5 Dupont - Sentry Gloss Plus 33 ■ ■ AS REQ'D, LcNnnted Glass see Pg. 5 Dupont - PVB 34 ■ AS REQ'D, Lanlnoted Glass see Pg. 5 Saftex - PVB 35 ■ HC-002 2/P-et PANEL ASVY ALUM. PLATE 1 1/21x 21x 1/0' (6063-T5 ALUM,) 36 w HC-004 2/Panel Panel Ass'y Full Lenght Rod 3/8'Dka 20D Rod, Plate, Flange Nut 37 ■ FS-011 a HINGE ATTACHMENT SCREW 010 X 3/4' P.H. / PHI. 38 ■ FS-044 12 SIDELITE ATTACHMENT SCREW O10 X 1• PH/PHIL - (17' DC, Max.) 39 HC-006 62PPOSOBC14 6/Janb 1/2' ➢lu, Hole Plug - Nylon 6-6 HICROPLASTICS - Rockwell M-79 40 MC-007 2PP(187BG11 2/Panel 7/8' Va. Hole Plug - Nylon 6-6 MCROPLASTICS - Rockwell M-79 41 ■ HC-010 1/BOLT FLUSH BOLT SILL Plug - Nylon 6-6 SUNCOPLASTICS Inc, Rockwell M-79 42 L-913 LII-086 AS RED'➢. 1/2 ROUND FALSE ALUM. MUNTIN 6063-T5 ALUMINUM 43 ■ ■ AS REG`D. TNT FALSE APPLIED MUNTIN 125' X .022• STUCK ALUMINUM 44 L-915 FD-623 AS REWD. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long 45 L-916 LII-117 AS REO'D. FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM 46 1 FD-QG HC-050 I TWO -POINT FLUSHBOLT LOCK OPTIONAL ( FOR t/- 76.0 psF DP) 47 FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM. ANGLE 1 1/2'x 1 I/2'x 1/8' Al- 6063-TS 48 FD-627 F31-627-1 2/Panel 2-Point Lock Bolt Gulde ANGLE 31x 3'x 1 1(21x 1/0' Alum 6063-TS 49 ■ ■ AS REWD. Joint Sealant- White Colored 'Purvis Ca! Super Seal 50 FD-638 HC- 1 SET LOCK ACTIVE HANDLE 6 TRIMSET ASHLAND OW52OIA-A 51 FD-637 HC- 1 SET MULTI -POINT LOCK ACTIVE ASH' AND (1W5110-STACT5 52 FD,640 HC- I SET LOCK PASSIVE HANDLE 6 TRI14SET ASHLAND OV52OIA-P 53 FD-639 HC- 1 SET MULTI -POINT LOCK PASSIVE ASHLAND OVSUO-STPAS4 54 FB-641 HC- 2 x panel Multi -Point Lock Holt Gulde NYLON 6.6 Rockwell M scale 79 55 ■ FS- 4/Guide Bolt Gulde Attachment Fastener O6 x 1/2• RHJPHIL. 56 FD-642 HC- 1 x Lock Lock Top Mount Adopter NYLON ADAPTER S7 FT-643 HC- I, x Lock Lock Bottom Haunt Adapter NYLUN ADAPTER J H � N J i• _ _ CD Y Q y N a 6 Sy �J a� a� W W mQ 4 � iRi)I)l1C! AENt.W� ss eamptyloK wllk 4be - DcidIR1(Gede IS-Oi0 .O[ ArccpLaac No rwrdre6oe z. 145 L2' Max Unit Width Sidellte Beme aaehar spacing Swin Pants Vldth as 9D1 Por 1 Width Ai < 33 13/16' max.) (A1 ( 35 3/16' max,) 1 1 1 1 1 V f 1 f f ) f f f to hla8 [SEE ALTERNATE BOLr 11 6AT/ SB \ 25' Max. DLO Width °3 .: / D j% n / 1/ S A Active Inactive m x" U ti o IB 20 21 6 1/2' dead -halt m o d a�. f Sidelite a Side ite ❑g1UTIT,p_��M4� RAIL B 2 3 / ERNATE BOLT 0 N AT SHEET 1 3 2 bottom ---- ------ of 6 8' hiae°7 S 1 5' _7 6• 13 L8' 6' ANCHOR NOTES: 5 �1/4 6' - 1 1/ 1/4 nnx. o.c. 1. SEE ELEVATION AT SHEET 1 OF 6 FOR (at sfdelite) ANCHOR O.C. MAX. SPACING AND LOCATIONS. 3/4 Q, cc 4 ac 4 � • Yr14 eLG'a /4 3 • 2. SEE SHEET 4 OF 6 FOR INSTALLATION SAME actrve panel) Inacilve panel) =M. Some eaohor spacing at frame heed 8 sDl "OXXO" 3. ANCSHOR PACING ® FRAME HEAD & SILL EXTERIOR ELEVATION NOTES: 1). QUALIFIBs SINGLE & MULTIPLE PANELS (SEE ELRVAnows). NOTES' 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 1). THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014-5th EDITION & 3). MAX. FRAME SIZE 146 1/2"w. X 95 3/4'h. OXXO 2017 - 6th EDITION). 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. 2). GLASS MEETS REQUIREMENTS OF ASM-E1300 AS PER CHAPTER 24 OF FBC CODE. 6). QUALIFIES SINGLE OR DOUBLE BOTTOM RATES 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 6). MAX. DAYLITE OPENING WIDTH = 25" TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 7). MAX. DAYLITE OPENING BRIGHT = 83 1/8" 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SKEET 106 FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. . 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS PRODUCCREYf6P9 ARE NOT PART OF THIS APPROVAL ' faosopbIAgw OftMFkr1& LIMITATIONS: &oNlsg C■ds 212,d�1 Aoreptmtr No�_ 1). MAX. DP - d:86 PSF W/ (4) Surface Bolts & Glass Types A. B. C & D. EA¢frOd■■ORM�°'•dam 7e/b (SEE LOCATION DETAILS ® SHEET 3 OF 6) 2). MAX. DP - f76 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive /1 YEOMAN J. SOTOS t,� �• �• ^4`t 3). MAX. DP = ±76 PSF W Flat Sill & must be used where water infiltration is ) not reutred or opening /is protected 6 overhang ratio greater than one. 9 P Y 9 ENGINEER PROFESSIONAL ENGINEER Bliat'pnyCeahB! FL LLC. # fi5226 4). MAX. DP = t86 PSF W/ Multi -Point Lock (1-active)+(1-passive) at Inactive q5 �•yy'`4�T1��� • YBA Revision Notes: Revised to comply s/ FRC2007 &added msalated Glees of/z2/lo 8501 NW 90th St �� �,(a y� ON MEDLEY, FLORIDA 33166 11 •.T��.•.O�a�� 9dW/Dd'8V/ O * rRevised Ashland Mult-Point Lock 01/27/11 In comply w/ 2010 FBC DUST IES• I1V (305) 696-0660 YANOFIC971RSR OF QUdlrlY ALUdl7NDY WINDOIS AND CLASS DOORS i Revised to comply w/ 2014 FBC D.se c•_-• ran cws r.aa ewra.y, s..f.4/rod.tr Semi sr..c I Ir= Revised 1n comply w/ 2017 FBC NOA APPROVALI I IMPACT IFREMCH DOOR 1 OF 6 A E OF "UZ Nelson Iirezo 11/01/17 'LaPorte" Impact French Out -Swing Door P: •ca : sr�a Rw mat. b,a,w.: lV Jt! ' •Mitgt Oj`..� Nelwoa Erazo 01/20/12 LL(�T t f 14 � a.te. A•h,°' A`°m.T n,afwl"s rA)"m"' FD-2003 U j U W I E F M SRI kll�fi I C 14 'IaH �Q a4OOCI o,4 ;. ( 111S W 2/1 Mo'j /M uooQ wo3 a461a4 'xrow b/I S6 > tom 48P alun xroW ,VE S6 N$m NOn V 1 �r I o �o W m tz < 14 E6 a4elaH Iaurod (Ills W ,2/i Mod /M uooQ uo3 ;t{61a4 'xow ,b/1 96 ) 461aH awn xroW .b/E S6 • \ a4BIdH �4 •xpW .\� � �\ rv= U I nr. J Wfir �£ I ZD w 1 C 14 'SG 'xroW ) 4.461aH laurod (1woj ( 1115 14 .2/1 Mod /M un ;461a4 •xow ,b/I S6 ) a4BtaH awn xrow ,a/s s6 WE q�d V ` K a461aH .11 'xoW I 1 .en ee Nq N 1 I a C w1 I U \ 1 m a FUX 'yyam yp� C N y l H0° o n .. ....... 1 +1 h +, 41 o g I� +I +1 q o n n+ +I +, n +1 41 Q 2 n n n 16 Idn n n -+ n n n zV + n +I +I +I +1 H +I +I +1 I +1 +1 41 a y `p :p io N w :Q b ZZ m ^ t�l V ry c & 1 m m m'D +l +I 6 'O m +1 +1 + +1 +I 1 +1 +1 +1 +1 +1 q i it Zo so a'ggT 365 K w `gv� N o cDo3w zo 3�f�0� o��! M.0 FOO Qw 'ip WOLA /G ail tjOr��1] Ad. 4 .- c1 '] < o n y V7Qo c q � .2 O A J tgw y N a" " a yy i O d to �z �= a 6 V'P.PER��' 1�1pp � e W\'•�n NN p p vex°e'aa o ��888 z z m 2aaa ( 14 ,E6 'xoW ) 481aH lauod ( IIIS 114 .2/1 /M 'op6 1p3 ;461a4 •xow ,b/1 S6 - 4BIaH }lun xroW .b/E S6 -5/16' TAPCON W/ I UP MIN EMBER (SEE NOTES BELOW FOR SPACING) x (RT.) WOOD HULK /I r-1/4' MAX SFOM TYP. MULLION Sldetite Active 1 1/4' MIN'EDGE DI TYPEM "'' " •t DLO Width f—I 14 17 Panel Width 11 27 1 1d' - -- - - -- --- -- - MIN EMBER-- - C'- -------- -- -- - - - - - -O. --- --- — - TYP 18 46 Active OT11CRIOR =9 DnERIOR SIDEInactive Active Innctive -OR 901E / E81TD1[OR SIDE E3 Lei E4 L_J LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO -POINT LOCK & FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE 6' 5/16' TAPCON W/ 1 1/2' MIN EMBED. INTERIOR SIDE 1 x _.T.) WOOD BUCK SEE ELEVATION AT (SEE NOTE 3, SHEET 1) SHEET 1 OF 6 FOR LOCK SI1LE 3 4 3 15 16 MULLION JAMB y{ I Innctive O 12 7 36 ?. n 17 I Sldelite17 Ir O 12 23 . '• c- I EXTERIOR SIDE C2 MAX SHIM --"OXXO"-- ----- - - — --- — - ---- - - D — O I �. UNIT WIDTH — - _ ---MIN EMBED - - (TYP.) ANCHOR NOTES: 1. SEE ELLVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. / Active OPTIONAL 3 \ Inactive ®TOP RAH. oorict Rrvffift ! L eaoe Na t�rstlsa DRk�OR ' S t7 BOLT / SIDE ]NTEBIOR BILL, A 1• a•tS-' Active Inactive 5 b1. IB # 18 13 45 1z L21 S1H (*} OPTIONAL SILL Helgh�l "•'%- frt • 1 �' •MIN EMBED. INTO 3500 PSI CONC. (TYP.) OPTIONAL BOLT 0 BOTTOM RAM 5/16' ELCO TAPCON W/ 1 1/4' 1 1/2' MIN EMBEL ( SEE DETAIL E3 FORED MOUNTING LOCATION) (MIN. CE wsc) 23 5 36 TWO -POINT MULTI -POINT FLUSH BOLT & (-) FLAT SILL NOTE: 2 MAX. DP - ±76 PSF MAX DP - t66 PSF TWO -POINT LOCK LBiITATIONS: DOORS 6 SIMELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. 13 12 OPTIONAL LOCK DETAILS 1). MAX DP = t86 PSF W/ (4) PRODUC, "ft 6N'YF ys q wkh lRe l7al�e THIS TYPE OF SILL IS LIMITED TO +/- 76.0 p.F DESIGN LOAD AND Surface Bolts & Gloss Types A, B, & C. MUST BE USED WHERE WATER INFILTRATION IS NDT REQUIRED DR THE 22 2' g41JIsQ C�c ldingc 8SIR1.W THOAAB J. SO 09 2). MAX. DP = t78 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL eNo ( ^d$b3.OL RsWreNan pROFEB IITEBR 5°r 6 $f Lack (active)+(2) Surface Bolts ®Inact(ve WHERE DOOR ISQLOCCAT/EEDDq. SILL s . Helnht 3 /� ts(� `.` a � �$ y 4A�,a.• %' pis F '•;S s ,,T{{�jHET Ravied Notes: �� /�'/ �1 Revised to comply w/ PHC2007 &added 8501 NW 90th St �' '' 4 • ;t%' .. �•�• ' '� - 1 } .•MIN EMBED. INTO + y6225 ': Insulated Gleas 01/22/10 MEDLEY, FLORIDA 33166 "J _ +• ; 3500 PSI CONC, (TYPJ 1k a Ashland Malt -Point Lock 01/27/11 IND USTR NC- (305) 696-8660 Revised to comply w/ 2010 PRO MARDFjCTURCR OF QUALITY ALDYA7)Y CDVDOCS TAD CLASS DOORS 1 1,147 / 5/16' ELCO TAPCON W/ 1 I/2' MIN EMEM e \ J. J t + Revised to comply w/ 2014 FBC p� (qm; yam( cw� »oe capo.µ s.rte./Yuac tdo.• sn.d: Revised to 2017 FDC MCA APPROVAL 3 OF 6 (MIN. EDGE DISF.) (SEE SHEET•1 OF 6 ', TE OF comply w/ IMPACT FRENCH DOOR FOR LQCATMN AND SPACING) �2� y^J': '"" ` Nelson a a:a /01/ "La Porte" Impact" French Out -Swing Door B�. OPTIONAL -- DOUBLE BOTTOM laP: (p�yR�yy xeleon Erase of 20/1V. RAIL DETAIL N� L • L {01tts° DATE__ s.d.: " w.0 n.ta. FD-2003 (} — 5/16' TAPCON W/ I/2' MDI EMBED -5/16' TAPCON V/ 1 1/2' MIN EMBED. SEE BELOW FOR SPACING INTERIOR SIDE 1 x (PT) WOOD BUCK SEE ELEVATION AT SHEET I OF 6 FOR SPACING VOOD BUCK 3 (SEE NOTE 3, SHEET 1) := : CSEE NOTE 3, SHEET 1) :1 • ; / INTERIOR SIDE 3 INTERIOR SIDE 3 3 c+' LOCK STILE 3 LOCK STILE ✓2 AMB� 19 20 21 LOCK SDLE JAMB .' :{ L'• Yx JAMB 19 20 21 4;• t9 20 zt y 31 23 :r `i I� 46,E I 6 29 30 31 18 Active 15 36 7 :'.•r.:. 23 •�.• :i,., Inactive Active Active i '- EanE ••b OIST)�". "'a " (EDGE OI i ' ~ �•• 11 27 17 18 9 10 37 1/4' TYP,"�.-:��. 37 9 10 36 7 11 _ - " TYP. 12 ~r j� 12 ...1 1/2' f O O12 O MAX SHIM O II /•+ n O (NI TYP) �.�d G2 2 11/2.... L EuemJ 1 �' EXTERIOR SIDE UNIT WIDTH MIN EMBED UNIT WIDTH ' wx EXTERIOR SIDE (TYP') EXTERIOR SIDE 50 51 RTDFAIIOR SIDE SD ¢ n1n B'RUDD6F TYP. •. •' ',`,• , ":' S/!6' TAPCON V/ 5/16' TAPCON W/ 1 1/2' MIN EMBED. 1 1/4' It(('1• 1 1/2' MIN EMBED. EDGE DIST LOCK STILE 3 4 �Rewd4NiA19d Attery nee NV Iy/Z O 56 57 -•SEE NOTES FOR SPACING) TYP SEE NOTES FOR SPACING 19 20 21 MULLION p1IppR y�g �Il1L* G/Active 7 _ '( '�''.•t�OCK ' DD 1 1/2' MIN ;` •" = 1 (P.T•) WOOD BUCK 29 30 31 46 38 7 STILE 6 MTN. EMBED';' NOTE 3S A �D' `."�" `-' - - (SEE NOTE 3, SHEET 1) 12 PtnaRCPC�dty! TYP r= SHEET i) ' _T>,<, f Active— — — — - - 1 i' SIBel e 77 —— &' — - 4/1 MAX -- 1 1/SHIN TYP. EI(TERIOR SIDE G3 3 HEAD �SHIM TYP, HEAD 44 2z 13 9112 8 38 Sldellte E1(TERI0 VIDE14 Attachnent S[rew6 I�KLAM Screws R each slate of Janhs, - 12 total Per sideliteINTERIOR SIDE50 51INTERIOR SIDE 52 53GLASS 9 10 PPANC7 AENCwto LOCKSDL7_ ~ 56 57 F J z EXTERIOR SIDE 43 g� Code /�/// Amptanm Nol �`q__ 7 7 W Z W x 42 q,7 Z ¢a T = 42 L.Pinti.. DeOt,j,�j;, 'P, A7-66 ctive Inaetive INTERIOR SIDE aP.—C. � D9 � SL« 1 • W�l•�•5.� 6111=111111111b t7 17 EXTERIOR SIDE tH EXTERIOR SIDE E2 12 5 2 5 2 • PROFFESSSIIONAL ENGINEER FL LIC 65226 INSTALLATION FASTENERS NOTES: "1X BUCK' MINIMUM REOLIIRED FASTENER LFNG?H HEAD: 5/16" X 3 1/2" Long TAPCON(" JAMB: 5/16" X 2. 3/4' Long TAPCON?) MULLIONS- 5/16" X 2 1/4' Long TAPCON(*) ,(!) TAPCON BY 'ELCO TILTILICON' "2X BUCK' MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16" X 3" Long TAPCON(-) JAMB: 5/16" X 2 1/4 Long TAPCON(-) MULLIONS: 5/16' X 2 1/4" Long TAPOON(•) (•) TAPCON BY "ELCO UL7RACON" AT SILL• .'j/16' TAPCON w/ 1 1/2" MIN, EMBED, INTO 3500 PSI CONC, MIN, NOTEE•, ALL FASTCTJERS W/ 1 1/2' MIN. EMBEDMENT, 1 1/4' MIN, EDGE DISTANCE & 1/4' MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy=155ksi ANCHOR ULTIMATE STRENGTH Fu=177ks1 • ALL TAPCON LENGTHS "L" SPECIFIED ARE MINIMUMS ( SEE ELEVATION AT SHEET 1 of 6 FOR ANCHOR MAIL SPACING AND LOCATIONS ) 13 12 13 12 O 23 —� B 1 23 Z, 2, +""••+ Height •°7lel21 • ' Sill SILL SILL . - I .'" T ''v • •• ."'.. • 4�` '-i• :-1 }' MIN EMBED • : '_ ^' •'"• 'r '� 1}',MIN EMBED. INTO •' •;°+' %•- '!' ':' •" TYP • ��%�:� :•• -% .� =' � 3500 PSI CONC. 5/16' ELCO TAPCON IW/ • ' (TYPJ 1 1,12' MIN EMBED. 1 1/4' (TAN. EDGE DIST.) (SEE SHEET 1 OF 6 Fn SPACING (MIN. EDGE DIST.) Ea{t ' . ~--.'• ..'46 q p,"•�- - S0; t,, i. I ,-. ,;•iv.•, }` s : •'�C n;� SF• Oj os� s : t T OF �o o- (C1e Pt \C'•.o •• C..��LL(A�qt�` l: ' tUll•'' v{w4 DATE .".;�I?E`o' Revi9id Note.: Revised to cam ly w/ PBC2007 &'added p InaOleted Glass o1/22/10 Ashland Mult-Point Lock 01/27/11 ply w/ 2010 FBC Revteed to comply Revised to comply w/ 2014 FDC Revised to comply w/ 2017 FBC ,( ({(�'//,➢ y 1//�Iltl V 6RW'// 8501 NW 90th St. MEDLEY, FLORIDA 33166 INDUS RZ S, I C• (305) 696-8660 MANUFACTURER OF gU"MPALVWNDA( DQ.DOWS AND cuss DOORS ' IIII I NOD. APPROVAL IMPACT FRENCH DOOR 4 OF 6 aie6ia Or Nelson Srazo ow. LI/ol 17 "La Porte" Impact" French Out —Swing Door atF Nelson Erazo s 01 0'�12 9ao4: aA.., aUe�w'• NUM•r 'b N"^'�°r FD-2003 N'�'1eA t G `• -_.• SD)ELIR ATTAG0O NT mueLE a Hn \_ 'iE L1 uto r R1z ASTEtaLr saays 4ze \ O nz x 3/1• vNUPMD. (' VE"Noe O' FACE b._.3 IL16 SILL AOAPIER� _._.....- INTER]" FRAME ASSEMBLY DETAIL SIDELITE/JAMB ATTA( CALKM teaSSIH3 ACCESS ` SHOWN SILT.' SEALANT DETAIL NOTE• HEADER TO SE SEALED SIMILAR TO SILL LEFT DmR ____wHGE STILE - _ LIFT OFF ]MLs AN➢ RENOVEfj� - - 1 -- - - -- - -- - -- ----- -- -- INTO ii/////.fi 3w'. DT' MOTION — Jf, HINGE ATTAWENT So�Evs .a .Lo . vv PHwwc. UNGE ATTACHMENT WAILS Ao6A ROLE / PJ� / • LEFT HAND HINGE LEAF TO aIM W STILE annnF IACMENT RNG WAT.31 HF 14' P� PANEL ASSEMBLY DETAIL A14 SMS OR SELF DRILLING SCREWS D(TO METAL .RIICT (SEE NOTES FjR — SPACING) 1, •---Ir0125 THK. MIN. ,HIM EDGE DIST, (6063-TTUBS MINJ ALLIMINUM E we mN REFER 1APPROVE➢ MTAMI-D O NM Z7V MAX.' MAXSHIM TIP. 1 1/4' MON. EDGE DIST• 5/16' TAPCON V/ TYP-{ 1 1/2' MIN EMBED. INTO CONC. I (SEE NOTES FOR SPACING) '�— (CONC. TO BE 3 KSI MINJ 1 1/Fy{C�FyC{T D. (km1 1El 1/4' MAX. SHIM TYP. Ao= HOLE COVER 614 SMS 13R SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) 1� HIN EDGE ➢IST', II (qy -�36 KSI MIND STEEL TUBE OR COLUMN YY-- ___ J y(STEEL IN CONTACT V/ ALUN. N TO BE PLATED OR PAINTED) 1/4' MAX. SHIM TYP, 5/16' ELCO TAPCON V/ 1 1/4' MIN EDGE DIST 1 1/2' MIN ENDED. TYP (SEE NOTES FOR SPACING) 1/4' MAX. SHIM TYP. #3) NOTE - OPTIONAL INSTALLATION DETAILS MAY APPLY TO DOOR FRAME JAMB AND/OR FRAME HEAR FRAME INSTALLATION OPTIONAL DETAILS (TYP.) INTERIOR SIDE 17 Glazing Adapter_\ �VO'- Glazing Depth Laminated Glen. Types •A', 'B• ar 'C' by : (see below) rEf e <SEE TABLE V/ CORRESPON➢ING DETAIL GLAZING TYPE 6 DESCRIPTI@0 1/4 Round 3 34 Head 9 10 EXTERIOR SIDE GLAZING DETAIL #1 'A' - SENTRYGLASS by, Kuraray America, Inc, 'B' - TROSIFOL PVB byN Kuraray America, Inc 'C' - SAFLEX PVB by- Eastman Chemical Co. -- - --- INTERIOR SIDE - - - 10 Glaztrl— Tyter GlazlnPy.,SBa�na 5/18' laminatepes"D" or "S' G Depth by : (see below) SEE TABLE V/ CDRiLAZING TYPE A OES1/4' InsulAir Space 1/8' Temp. Glass INSULATED SPACER 'TruSenl'- Glazing Head Mum Seal Seiggle Spacer 26 Black - 1/4' ANr Space PtNa 812-25H-357 , EXTERIOR GLAZING DETAIL #2 'D' - SAFLE% PVB byi Eastman Chemical Co, 'E' - SENTRYGLASS by, Kuraray America, Inc GLAZING TYPE & DESCRIPTIONS .466. 0 A Laminated Glass bv Da ont - Glass Tvne "A" IIRV DRSCRWnON DETAH, 32 1 3/16' Annealed a• — _ a1Ge• 2 ,090' SentryGl.ss Interloyer 3 3/16' Annealed .3400 A laminated Glass bv Du ont - Class Type 'B" TI'EY D89CpIP'IION pEPAR. 39 1 VB• Annealed = I � a31Y 2 ,090' TROSIFOL PVB Interloyer 3 Ve' Annealed .340 0 A Laminated Glass by Solutia- Glass Type C 1713E DESCRIPnON ` DSEAll 94 ie-- ve• � a31o• 1 2 1/8' Heat -Strengthened Gtnss .090' S.A.. PVH Intertn 3 VB' Heat -Strengthened IXns GLAZING TYPE-& DESCRIPTIONS - .340 0 A Laminated Glass by So - Glass Type "D DPSCR8770N DETAM eat -Strengthened IXass >/ ® L1• 141/4' aF1ex PVB DHter%lier eat -Strengthened Floss NSULATED AIR SPACEEMPERED GLASS .340 O A Laminated Glass by 'Solntia - Glass Type E 17E9 DESCRIPTION DETAIL 1 1/8' Heat -Strengthened. Glass LI• 2 3 A90' SentryGlass Interloyer 1/8' Heat -Strengthened Glass ".jI-'�{I-' 84 aT1a•.J ! V4' INSULATED AIR SPACE 5 VB' TEMPERED GLASS M LN-•m2> RIIG vLs•14FaABfi9s sTm NII �zs es eaHa with HFe 1T dw Naidi.Q Lwe A=pI.aa NOj9: 9,�•aG ���E�pintloa Dam , 3 .CAI � 4 •�'A.�1.� Nmrs m� )¢°Atwra 1 I�1 e xv mo�R4nx I f� f$ODBCf m �Pb'io6 r(IFi tle IdD1ta4 ���80ade AanNeate No I 12I2.Oi E.piT.Tl.. Btfo � PTTx1AYY tlDt111.! THOM" J. SOTOS HINGE ASSEMBLY DETAM PROFESSION FL Me. ENGINEER 55225 11 #FD_624-2 e ' gip. �� TE i 0 g •°�(� `c'�O � raveee _ FOr/ ?fir Ape �� ,' S�•, 0 •; ,k :ir S OF • � '� tt �R7 4=�® •✓L�t°°� RevisioniNotes: y Revised to comply w/ PHC2007 8 added Insulated Glass 01/22/10 Aebland Mult-Point Lock 01/27/11 Revised to comply w/ 2010 FBC Revised to comply a/ 2014 FBC Revised to comply w/ 2017 FBC ,i �,D y ,ry ® -Ta T 1/�/3u''l1. VNpJ/dPpBl/A`yA`J°' 1 NCl// 8501 NW 90th St. MEDLEY, FLORIDA 33166 INDLTSTRIE9, INC. (305) 696-8660 yASOFjCf pRRR OF QUAL IT AL AGNUM WMD01S AND CLASS DOORS D,ow r"- rat claAe r°Fva CateMN+ s"fr,/Ifod,4 Il,ve sn..6 N.A APPROVAL IMPACT FRENCH DOOR B OF R F i4 �P Nelson E-O, Oat,'s` 11/01/17 " "LaPorte" Impact" French Out —Swing Door •" Nelson Erazo D 01/20/12 s n.ta.T A'O FD-2003 R.w.raa r.wc G 0• IILZ3/8. 4B. STEEL BOLT 3/8' O.D. STEEL BOLT U Optional Multi -Point Locks OPTIONAL 846 TWO -POINT LOCK (t/- 86.0 psf DP) Active Lock Passive Lock LOCK #HC-060 (t/- 76.0 Psi DP) ASHLAND 0W5110-STACT5 ASHLAND OW5130-STPM -HANBLE d TRINSET HANDLE L.TRINSET T1,, 1 31 FLUSH BOLT AND TWO -POINT LOCK 49 ANGLE GUIDE #FD-627-1 1.50� L124 I 1.500 INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2- LONG #FD-625-1 1 1/2' III SIDELTI'E PANEL ALUMINUM PLATE 35 2 LONG #HC-002 o-� _1 ISTAMESS STEEL. BOLT <U M 5/t6' QD. SSS (•/- 76.0 psf) t•) 3/1, a0. SSS <./- e60 psf) INACTlVE-PANEL 18 FLUSH BOLT #HC-001 .076 -{h -1 •908 �r.07050 i 3.5 I _ .875 .062 I .460 .096 1_ .986 I FT 1.75D I- 1,259 -I L074 17 n: .127 GLAZING ADAPTER QUARTER ROUND #L-910 26 #FD-6834 BEAD O PANEL HINGE STILE #FD-g #L-907 0601 .119 g,730 'I II •726 I 4.ie7 .098 2.031 HINGE LEAF QUARTER ROUND 1.750 .075 10 11 #Ir906 (3/8") DEAD #L-912 070 5.05 -{ I 060 PANEL LOCK STUB _ B35 .656 O #L-905 1_ -r �a•65 1.75 -I I.7 909 I •J-IIh- ,• O /�E HEAD iIEiD TL--LJ- I 125 1.250 #L-911 .072 J71 O42 HALF ROUND 0�2 I 4.000 ,072 FALSE MUNTIN- O RAIL ADAPTER #L-913 #L-909 ,05 Flexible Mn i FPVC Composition -Team Plastics Inc. 'i. FPVC Black Compound No, 7200-75 PHYSICAL AS1MNO. DucometerHacdmm "A",10 sm 75 D4240 SpodS.Graviy I,45 D-792 Ten&.Somglb,PSl 1640 D638 Ultimetc Bioasnioa % 340.0 ➢638 Modulus@I00%E1mgA.,PSl 765.0 D638 T wtB,itan M 31.0 D-746 •2. FPVC White; Compound No. 7287-75 PHYSICAL ASLM NO. D.mmrlarHatdma'A',IOsec 75 D-2140 Specific Gravity 1.45 13-792 Tempe SomgfkPSI 1640 D-638 p Ultimate Elongation,% 325.0 D638 Modulus@lOD%Eloco.,,PSI 765.0 ay D638 ins actR!1!0a -30.0 D-746 PROFESSIONAL FL LAC. _ i1 OPANEL TOP & BOTTOM RAIL #L-906 4.500 065 1.750 .687 O FRAME HEAD-D 1.812 --I #L-901 1.259 1 .100 .064 .064 2.000 7 �- 4.500 -I OFRAME SILL #L-B02 1.812 J ,066 063 .065 4.SOD 00 O JAMB ADAPTER .100 T #L-904 4.349 �.II L912 100 -{ .136 0.076 0.058 J 4.066 OFRAME SJAMH O FRAME HEAD SHEAR PLATE #L-916 NOTE: I. ALL DIMENSIONS SPECIFIED ARE IN INCHES 218 .Wo I 2�608 00 2.pSSNNE�E� ELEVATION AT SHERT 1 OF 6 FOR SPACING AM p�l-w wwm we 114fMF li�Dt'ARy1S£p LOCATIONS 7� idtaR Code )N�PIN>�wilb �eFheide peoallo18`oSa•et bdatogaeda 45 FRAME LOW SILL E:phatloo 0het tA-situate No 17-/ZJ2.0/ #L-918 �F adao# G (•) NO•pg: Revised to comply w/ FBC2007 & adde tF'•,• sv Insulated Glass 01/22/l0 •�. A.M.nd Mult-Point Lack 01/27/I1. $ e Revised to comply w/ 2010 PBC Revised to comply w/ 2014 FBC lY Z Revised to comply w/ 2017 FBC OF f,Bw 7t7+ Nelsoa Erazo Dajl/ i 4 ' ` 4 Dar Nelson' Erazo O1 20 1; sear•: ���d� .dA n.ts. REFER TO DETAIL 'B3' AT SHEET N 3 OF 6 /-�yTJ� � '��/'/,��/� ON MEDLEY, NOTES AND LIMITATIONS. LA N S O V MEDLEY, FLORIDAt33166 INDUSTRIES. INC. (305) 696-6660 LINOP1emwR OF QNA=AzvwsLF7 /7NDOI18 AND M"s DOORS CT" Pa.t efv Pr•a ea"p•ry; SRENCH•DO ltws SAwe i0A APPROVAL IMPACT FRENCH DOOR 6 OF 6 "LaPorte" Impact" French Out -Swing Door FD-2003 Randall E. St NOA Approval MIAMI-DARE by:G - o DEPARTMENT OF REGULATORY AND ECON( BOARD AND CODE ADMINISTRATION DIVISI( NOTICE OF ACCEPTANCE (NI Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: Architects, P.A. or Acquavista Lot date: S ) 1IC RESOURCES (RER) 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 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 ade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for gi{ality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and SDI all 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 afterl, 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 because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-121 1 2.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. I NOA No. 18-0529.03 Expiration Date: May 30, 2023 Approval Date: J ne 2 goo kw_ !' w i Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision D dated 11/21/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 2. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked up drawings and installation diagram of 120" span aluminum tube mullions with�C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 1 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepare4 by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) Manuel Perez, . Product Control Exa ine NOA No. 18-0 Expiration Date: May 30, 2023 Approval Date: June 14, 2018 E 1 Lawson Industries, Inc. B. TESTS (CONTINUED) 6. Test report on: 1) Uniform c along with marked -up drawi door, prepared by Fenestrati dated 01/31/96, signed and,, (Submitted under NOA No. 7. Test report on: 1) Uniform along with marked -up drawi sliding windows mulled at b on top, prepared by Fenestrz dated 02/13/96, signed and (Submitted under NOA No. C. Ma E. F. CALCULATIONS 1. Anchor verification prepared by manufacturer, d and sealed by Thomas J. Sol (Submitted under NOA No. QUALITY ASSURANCE 1. Miami -Dade Department of MATERIAL CERTIFICATIONS 1. None. itic Air Pressure Test, Loading per FBC, TAS 202-94 gs and installation diagram of an aluminum sliding glass i Testing Laboratory, Inc., Test Report No. FTL-1376, sled by Gilbert Diamond, P.E. 15-1212.09) dic Air Pressure Test, Loading per FBC, TAS 202-94 ;s and installation diagram of two aluminum horizontal i with a 90" span mullion and a 45" high fixed window on Testing Laboratory, Inc., Test Report No. FTL-1383, 31ed by Gilbert Diamond, P.E. 5-1212.09) STATEMENTS 1. Statement letter of conformanc no financial interest, dated No J. Sotos, P.E. 2. Laboratory compliance letter fc HETI-02-1717, HETI-02-171 all issued by Hurricane Engine Droz-Seda, P.E. (Submitted under NOA No. 02 3. Laboratory compliance letter R FTL-1383, dated 02/13/96, bot signed and sealed by Gilbert Di (Submitted under NOA No. 02 o and structural analysis, complying with FBC-2010, 105/17/10 and updated on 01/25/12, prepared, signed P.E. 10127.07) and Economic Resources (RER). complying with the FBC 6th Edition (2017), and of aber 17, 2017, issued, signed and sealed by Thomas r Test Reports No. HETI-02-1714, HETI-02-1716, , dated 8/27/02 and HETI-02-T071, dated 09/16/02, ring & Testing, Inc., signed and sealed by Rafael E. 0501.05) Test Reports No. FTL-1376, dated 01/31/96, and issued by Fenestration Testing Laboratory, Inc., mond, P.E. 1501.05) E-2 Manuel P , P.E. Product Control (Exankiner NOA No. 1 S.03 Expiration Date: May 30, 2023 Approval Date: June 14, 2018 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTwuED) 4. Laboratory compliance letter for Test Reports No.: FTL-3619, FTL-3620, FTL-3621, FTL-3622, FTL-3623;. FTL-3624, FTL-3625, FTL-3626, FTL-3627, all dated 11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0128.06) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 04/13/17 and expiring on 05/30/18. 2. One year approval, subjected to successful verification test. i 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 108-1/2" span aluminum 2" x 4"tube mullion with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., !Test Report No. HETI-18-6036, dated 05/04/,,18, signed and sealed by Rafael E. Droz-Sella, P.E. 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 108-1/2" span aluminum 2" x 4"tube mullions with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda, P.E. Manuel Pere Product Control E mine NOA No. 18- 9. Expiration Date: May 30, 2023 Approval Date: June 14, 2018 E-3 Lawson Industries, Inc. B. TESTS (CONTINUED) 3. Test report on: 1) Uniform S along with marked -up drawn 74" vertical span, 2" x 6" alu reinforcement, prepared by I HETI-18-6038, dated 05/22) 4. Test reports on: 1) Large Mi; 2) Cyclic Wi along with marked -up drawn 74" vertical span, 2" x 6" alu reinforcement, prepared by I HETI-18-6040, dated 05/221 tic Air Pressure Test, Loading per FBC, TAS 202-94 ;s and installation diagram of 120" horizontal span and iinum tube mullions with C4 x 4.5 steel channel uricane Engineering & Testing, Inc., Test Report No. 8, signed and sealed by Rafael E. Droz-Seda, P.E. He Impact Test per FBC, TAS 201-94. d Pressure Loading per FBC, TAS 203-94 ;s and installation diagram of 120" horizontal span and iinum tube mullions with C4 x 4.5 steel channel mi.cane Engineering & Testing, Inc., Test Report No. 8, signed and sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61b Edition (2017), prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. and Economic Resources (RER) G. OTHERS 1. Notice of Acceptance No. 17-1,212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum 1 ube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 02/01/1 Band expiring on 05/30/18. Manuel I?erez,,AE. Product Control Ex i r NOA No. 18f052WW Expiration Date: May , 2023 Approval Date: June 14, 2018 E-4 ANCHOR/CLIP GLAZING PRODUCT 3 ANCHOR/CLIP HORIZONTAL MULLION VERTICAL VERTICAL MULLION MULLION GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT ANCHOR/CLI W1 W2 W3 MULLION SPAN WIDTH (W) — wl + W2 + W3 2 ANCHOR/CLIP ANCHOR/CLIP ANCHOR/CLIP r—HORIZONTAL MULLION GLAZING GLAZING PRODUCT — f-HORIZONTAL MULLION GLAZING PRODUCT 3 GLAZING GLAZING PRODUCT PRODUCT - z o z z N J �+ VERTICAL N MULLION ANCHOR/CLIP W1 W2 MULLION SPAN WIDTH (W) — WI z W2 WIDTH (W) = WT + W2 TYPICAL MULLION ARRANGEMENTS THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON —IMPACT APPLICATIONS. INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. -- - — - 5.-ANCHORS-SHALL BE -AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING -OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BLDG. CODE.— SECTION 2003.8.4. MULLION & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 3 OF 10 FOR MAX. MULL 'DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. + N * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 3 II' x 0 PRODUCTRHVISFD as complying with the Florida Buildn nian N.18.05Z-9 y C o m� o m m y m Z mai E' O 30� e h z .. Z �Z $ z w x Z .0 z i 2 V �6 Wa E U ' Da W j z a ®z o cl)W a d 5 a a a h U U H 2X MULLION CLIP 6063-T6 NOTCH OPTIONALI�•L .750 1X MULLION CLIP 6063-T6 NOTCH OPTIONAL .125 MIN. 2.000 ANGLE CLIP 6063-T6 2A00 2 X 4 LTYPI- STD. TUBE WINDOW FRAME MULLION 2 X 6 STD. TUBE MULLION STANDARD TUBULAR SHAPES -TYP. WALL .125" ALL ALLOY - 6063-T6 _TYPICAL GLAZING PRODUCT MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CLIP LENGTH MULL "L" 1 X 2 1.688" 1 X 3 2.688' I X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' L .125 A62� 4.000 ABB-�I .102 11-1.062 1 X 4 CUSTOM MULLION 6063-TG Ixx: 2.070 in4 Sxx: 1.035 in3 (FLANGE FRAME) .124 `- 2 X 6 STD. TUBE MULLION 6063-T6 Ixx: 8.280 1n4 Sxx: 2.760 in3 1 X 3 CUSTOM MULLION 6063-TS Ixx: 1.000 in° Sxx: 0.667 in3 (FIN FRAME) .125 4.000 2 X 4 STD. TUBE MULLION 6063-T6 Ixx: 2.980 in4 Sxx: 1.490 in3 1 X 3 CUSTOM MULLION 6063-T6 Ixx: 0.950 in4 Sxx: 0.633 in3 (FLANGE FRAME) 1 X 4 STD. TUBE MULLION 6063-T6 Ixx: 2.070 in4. Sxx: 1.035 in3 1 X 2 STOM MULLIO 6063-T6 Ixx: 0.370 ina Sxx: 0.370 in3 (FIN FRAME) 1 X 3 STD. TUBE MULLION 6063-T6 Ixx: 0.950 in Sxx: 0.633 in r 062 .125 I- 2.000 .156�.078 L1.062- 1 X 2 CUSTOM MULLION 6063-T6 Ixx: 0.330 in4 Sxx: 0.330 in3 (FLANGE FRAME) JGT REVISM PIYinB with the Florida B Code .. w 1 X 2 STD. TUBE MULLION 6063-T6 Ixx: 0.330 in4. Sxx: 0.330 in3 RECTANGULAR ALUMINUM TUBE MULLIONS INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND cluPHs as FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENMG. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOUIREMEMS. STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. NOTES STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET USING CHARTS ON SHEET 3 OF 10 SELECT MULUON SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. 11410 TUBE MULLIONSHEET OPTIONAL 0 ONAOL STEP 6 ON SHEET 9. SELECT DESIGN ANCHOR o Ds TYPE WITH STEP nNGovE. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION AT ARRANGEMENTS OR STACK CONFIGURATIONS. C O � o p m e �O f7 m M I Q N a N G C.! p T•o oc. 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ANT [Nil. ," ., X V N W(Vll fmJ W V (Nil N 01 0 .OVi W A !n N N :D O N lN0 N UI N N(Nn N NfNll m O O W A O W N C O .fNJI O O N 1" '� V7 � v -1 0 0 .(NJI 0 0 Yn 0 � Ol V W tJ A VI O O ONI .ONI O O ,fN71 .ONI O O .ONIVNIVNI O O O O O O O O ,(N/l O O X C A C W O p. O O UI Ill N VI VI VI ..+ O Q- N � OI (T N N (T fT W U7 N O W N> W O O O G O 01 W O O O C O G pl (ll N p O Vl Vt O O N Ill O O ut ut O O N ut O 0 N Vt 0 0 N (ll 0 0 ill ut c 0 (T (T 0 0 tT Vt 0 oll X A N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N VI N OI (n UI N Cr ut N N U Vt fn N (Ti N N (T N VI W OI O N tT N ut Vt N N N Vt U N N Lh Cr N N U N N N N Cr N N Vt p% C 0 0 0 0 0 A _h - no Chan a this sheet ']� �1 p�yy/� TS ® -jm T 'B• - Revised dote for the FBC-2014 l/1/Ul(J.1[/J11�III V l�/0// 1 �\�ii// 8501 N.W. 90 ST. C. Complionce w/ FBC 5th Edition (2014) MEDLEY, FLORIDA 33166 INDUSTRIES,. INC. PH No. (305) 696-8660 D. Cam lion.. w/ FBC 6lh Edition (2017) E. DP Loods copped .t 125psi MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS "^ gVr Deb .rawry N. ERA20 oa 27 10 ALUMINUM TUBE MULLIONS ��neµ p.b N. ERAZO 05/ii%1B UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES do. L—t. E Smb: Pnd.el R� , Num.ne Drmoiny N�mlln: j LAW—ML—l001 2X MU 6063-T6LLION CLIP NOTCH 'L'-\ OPTIONAL a .750. 1X MULLION CLIP NOTCH opplom, NOTCH T OPTIONAL .125 NIA. 2.000 ANGLE CLIP 6063-T6 2.000 2 6 6.000 ��SX TD. TUB MULLION STANDARD TUBULAR SHAPES TYP. WALL 125" ALL ALLOY - 6063-T6 PRODUCT 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 125 .062 4.000 .188 'VI --I .t02 1.062 1 X 4 CUSTOM MULLION 6063-T5 Ixx: 4.709 in4. Sxx: 2.355 in} (FLANGE FRAME) 112 S.N.S. ®12' O.C. .688 1 X 4 ' STD. TUBE MULLION 6063-T6. Ixx: 4.709 in4 Sxx: 2.355 in3 2 X 6 2 x 4 STD. TUBE MULLION STD. TUBE MULLION 6063-T6 6063-T6 Ixx:19.648 in! Ixx: 7.649 in! Sxx: 6.549 in3 Sxx: 3.825 in3 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STEP USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE CLIP LENGTH MULL "L" 1 X 2 1.688' 1 X 3 2.688' I X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. t 1.500 .0r 62 12517 12s mn 1.73 3.3.000 �II I 6��.102 M-I.000-1 1 o6z 1 X 3 I.lee STD. TUBE MULLION 1 X 3 1 X 3 6063-TB CUSTOM MULLION CUSTOM MULLION 6063-T6 6063-T6 Ixx: 2.166 in Ixx: 2.168 in° 4 Ixx: 2.218 in. Sxx: 1.445 in3 Sxx: 1.445 in3 Sxx: 1.479 in3 (FLANGE FRAME) (FIN FRAME) PRODUCT REVISED ss complyi» with The Florida 8ailding Code AcmPtance2S0 l8-03 t4z L-xpHahaa Dde IM23 By ' Mi"dnd RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT m. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE wh1t`' COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. F. 10 m pZY NOTES: ^a. 1. REFER TO THE GENERAL NOTES ON SHEET ryjz� aa: 1 OF 10 FOR BUILDING CODE COMPLIANCE. o , 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. E- s. 10 M Z V e O U) �Z° p z oa Z O z .00 w � U I j w x Q F i Z0 z W ®z Or �" y a o f ¢ O �N W C L) IL U U g 9\�' it C7,3 i YpI `Cos ••M•J/�f� I� W•� LL N 0 1 Yw) C Z yn \\\ All O NN_ n z� O�o n I W2 VI-1 Z O zmclo m =! � m m a� i = A () p no 0, gm n �A C r zAm m II W=o ? O z m0— �gmz D A N+ N Z Z F n 1 Ln Z N D m m r off= m z LO D In r r � 0 ca m 0 m z m 0 r z; y p OVj �j O J A W NNN O Ol O1 (T N ut O N N N W W V N N N O N �J [h N N Vt N N W A N A N V N N N 01 tl� N N N N N N to N N N P PIP N N N N N N Ili N �1 0: fr tl� [JI N X m IV O W N N C O C O O Du W 41 O O G Q C O O (O W r C o C C C O C O 0 0 0 0 0 0 0 0 0 0 0 W m r 0 N to 0: Vt N (n W N U VI U N (P N (T X O ? A O O O O O O O C O O G O O O O O C O O O O O O O O O O Q O O C O C C C O O o g O O C A ;u N N fn rn N N fn U N N N P N N fN Ol N N N (i: N N (T Vt N N N Ot N N N N N N N' N N N N N N N N N N N N N O1 u' N N cn O N N N N N N N N[.- m 0 C 00000000 0 0 0 O C 0 0 0 0 0 N 0 0 P P. 0 0 N O O N O O C O O O G G to cn O O W N C C ul fll C C (11 N O C N UI C C N LII C C {D m N N (ll O1 N N U1 (ll N N U1 N N N LII UI N N fA N N N N N N tP N N N N N [T N N N N N N N N N N N N N N N N N N N N �fJJ N N N N r c O O O O O O O O P GCGOOO P fll P U1 U1 O C CT O C C C N U G O (T N O C (11 U1 C O N 'nN O O O C U1 N(TU1 O 0 0 N OC N V1 O O N N CCOO (71 l'nLn Z y o m N i N fD N, NtJ (V,JI C (.W11 � C Of cp -N+ ? f0 T •fA0 i N W Ol O (NJ V W •fWll C W A O in in V 0 -+ O) Zn Oa V V m ()t A C N N N Vl A N -4 V P V7 O N A V O W tP.o 0 A v Vl C A V) 0r�� `0 w 00 Ol V -1 C Oa (n (n O O V <Jl O O (n {p V ---- V N fT +f W •OVi V p �tJl N N m N m m Ot W N N 0 N N 01 N W � � t0 � 01 t0 w W f>t ut � W IJ COO W Oo O W O O O (T Of 0 0� V T O A 0a'N QWI o A OD OVO N 001 O A • ,I N 11111I1104011111 -Ts �l W tP ONo -W.n Dt0 .AVONW W W in O o Cl C -�n 10 q+ w- V Vl T A 0 O IOIW Ir f-m- NCXca m rrO Z No chon a thls sheet �1 '�� T ON T - Revlsetl dote For the Fecla 1L/J�IpYL VNmV/NVpV/ 1��Cy(/ 8501 N.W. 90 ST. Compliance w/ FOC 5th Edition 2014 MEDLEY, FLORIDA 33166 ( ) INDUSTRIES, INC. PH No. (305) 696-8660 Compliance w/ FBC filh Edition (2017) 01, Loods capped at 125psf MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS N: ow. N. ERAZO 0a 27 10 ALUMINUM TUBE MULLIONS Rp• N. ERAZO 05/14/•/Ili REINFORCED TUBE MULLIONS DESIGN. PRESSURE CHARTS AND GENERAL NOTES . L.wL• E Soalr . rvd— Rf • #-- -o . Nu, — LAW—ML-1001 5 of to i MIN. EDGE DIST. 5/16• TAPCONS _ 5/I6• TAPCONS 1 1/4' MIN. 1_1/2• MIN. WOOD PENETRATION 2-3/16' CONCRETE OR . CUP (1 ON EACH WING) 1_1/2 MIN. WOODIPPER OGLE 4. OLLOW BL CK co 3/4" MIN. EDGE DIST µ 5/16 TAPCONS 5/16• TAPCONS 1-3/4• MIN. EMBED INTO MASONRY 1-3/4• MIN. EMBED INTO MASONRY O y 3/4" 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE O 14 E_ MIN. _ z \Z ' \Z " ' \Z I MCI �• „D o� • Fljlll� •' O m p O W o 11 ;! ;;i f_1 Z yoo E II IiI IX FLOATING CUPALUM ANGIL• IL_JIC II II Qz .-] UiII UI I -Q � WOOD BUCK 1% FLOATING CUP 1II1 z% 2% 1/a" ALUM ANGLE Z O I I I I I N I I I 1 u D z I 5/16• TAPCONS ANCHORS TYPE V (INTO BLOCK,) U it F i 1-1/2• MIN. WOOD PENETRATION i PER ANGL - - ANCHORS TYPE 'G' (INTO CONCRETE) y ®H j ZD z z ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1%4' & 2'%4" MULL (n p d \z TAPCONS MAY BE HEX OR FLAT HEAD. W C U MIN. EDGE DIST. (~ v a t u 11 2-3/16" CONCRETE OR U1 rQn S i n I I 4' HOLLOW BLO K 5/116=TAPCONS 5/16• TAPCONS 1-3/4• MIN. EMBED INTO MASONRY 1-3/4• MIN. EMBED INTO MASONRY 2 BY 11 i I 2 % 2 x 1/8 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE Q W000 BUCK II 11 ALUM ANGLE U u a a I I \Z•.I ALL CUPS AND ANGLES TO FIT SNUG • • • • `� C INTO TUBE MULLIONS. e a n m TAPCONS MAY BE HEX OR FLAT HEAD. •I I I $ „ as ANCHORS TYPE 'A' II 11 I I 1I v « w y 2 ANCHORS INTO WOOD ji ii i i i i H X II II I I I I IBY IL_�I II II -------- 1X FLOATING CUP 11 I I 2 X 2% 1/a• Y a m m I - W000 BUCK I I 11 11 ALUM ANGLE •• 5/16• TAPCONS N I I I I u 4 a \\ D c 5/16' TAPCONS IN. WOOD PENETRATION \ I 1 1 I 1 I s t 3 a 2 OEACH WING 1-1/2• MIN. WOOD PENETRATION :UP NA I 1 I I t I v v r4 ( ) 2 PER AN I 1 I I 1 I w I I z z az° N ANCHORS TYPE 'C' (INTO BLOCK) c w Z all �� • \? ANCHORS TYPE 'F' (INTO CONCRETE) No e = 2 ANCHORS THRU 1X BUCK �6�'190°i111�+?, u II I I 11 a INTO CONCRETE OR BLOCK � 'Z' ~ IL-�I 11 11 1 1 C tV 10 1 � CZ 1 BOATING CLIP I I 11 2 x 2% 1 9•� 'l I I I I ALUM ANGLE wcl 2 j j '-' '-' 1 PRODUCI'REVISPD WOOD BUCK as mmplyirlq with the Florida I I Building Code • ` I I Ac pl-r No I x ,•• 11� a L•.' do Date .(�3 m ai � °• a I ANCHORS TYPE 'B' ALTERNATE Ba �rT9:.t� w 4 ANCHORS INTO WOOD ANCHOR LocLnoN y 4lianli Pwd-L a 5/16" TAPCONS MIN. EDGE DIST. I-3/4- MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) 5/16" TAPCONS OR 1-3/4" MIN. EMBED INTO MASONRY rHOLLOW BLO K 3 1 4" 1 PER ANGLE MIN. .. .. •I r'1 •1� •I Illt 6 "t I It X f j s CONCRETE ORA - I ---------1 CEMENT BLOCK 'j L I FU 1 I 1 1 I I I I I I 1 I I 1 MULL CONCRETE ORS II II CEMENT BLOCK II 11 II II2 X 2 x I/B' II II ALUM ANGLE 1TINC CUP U U I I I I I I - ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE /-- MULL ANCHOR LOCATION / . I ' I • 1 z • 1 n � I I 5/I6' TAPCONS 1-3/4" MIN. EMBED INFO MASONRY ' ^• 4•PER CUP 1-3/4' MIN. INTO MASONRY - I PER MIN. EDGE DIST. •• 2-3/ E OR 5/16' TAPCONS 5/I6" TAPCONS O 1-3/4' MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY 4OLLOW BL CK 4 PER CUP (2 ON EACH WING) 2 PER ANGLE F ' 4" M z . � •. , N a0 � O � C L: �0 a w 4 v Q p Z > a) Z II II W O II 11 J Z' �m C z:-.4 II II I I 11 O p p a II II CONCRETE OR I1 it m f o_ •.] O IL-1I CEMENT BLOCK 11 11 J 6 1 2 __ ________ - I i' I I II ALUMANCLEB N I 1 FLOATING CLIP I I IJ U \ I 2 7 16 z MIN. I 1 I 1 I O 1 I , 0 �e MIN. uuU. z Z o ANCHORS TYPE 'D'(INTO BLOCKS N o ¢ F ANCHORS TYPE 'G' (INTO TYPE 'G' (INTO CONCRETES a a 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK ca, a igs 1"x4" & 2"x4" MULLZU MULL N I I I 1 p FLOATING CUP 6 N CONCRETE OR \ CEMENT BLOCK li it u c" It II n It I I TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) \ X ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. . KODUCT REVISED as complying with the Florida Building Code �../�p AecnofanOd No IS-05 ..I i z E E j U U O b 4 MIN. EDGE DIST. 2-3/16" CONCRETE OR 0 5/16- TAPCONS 1-3/4- MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' MIN. EDGE DIST. 2-3/16" CONCRETE OR 4' HOLLOW BLO K 3-3/4" 5/16- TAPCONS C ' - MIN. 1-3/4- MIN. EMBED INTO MASONRY Q - 4 PER CUP (2 ON EACH WING) 1p C cn F QgE I Ip to y p C . Q a w m � Z z 1 z p a z y Z 1 o 2 2 v� o 1BY MULL 5/16- TAPCONS N WOOD BUCK E„ I 1-3/4MIN. EMBED INTO MASONRY \ j = 2X6 MULL w a 4 PER CUP (2 ON EACH WINC) d 1 5/16' TAPCONS i ,' O j 1 1-3/4' MIN. EMBED INTO MASONRY 1 3/4" d ; 4 PER CUP (2 ON EACH WING) MIN.------------------------------i 1 3/4" a E- t i .� MIN. 3/4, z 0 _ 2X6 MULL 2X6 MULL __---- _____ \ Z \Z n CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' 2X6 MULL _ W W �' C +� V Q F 04 a C �.�----------- ------------ 3-3/4" N ry o m g ode MIN. ANCHORS TYPE 'E' (INTO BLOCK) 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG Ie NTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) WooD layc ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. m 4 " vow c u 4 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK ANCHORS TYPE TYPE 'H(INTO CONCRETE) CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2"X6" MULL SHOWN c a S a ANCHORS INTO CONCRETE or BLOCK WITH ALKALI- RESISTANT"COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X6" MULL SHOWN WATER -WHITE METHACRYLATE LACQUER. z° a 9 it ' PRODUCT REVISED *'� m az%. Q ai ca.40ying With the Florida a 3.1 BuildingCode MIN. EDGE DIST. 5/15- TAPCONS 2-3/16" CONCRETE OR 1-3/4- MIN. EMBED INTO MASONRY 3-3/4" 4" HOLLOW OW BLOCK 4 TOTAL (2 ON EACH WING) MIN. II..�.. - Z . ° I2-7/16•I MIN. �2x4 or 2x6 Mull CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE-LACQUER.-- - - - - - - - MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK I \ LOCATION OF SCREWS CONNECTING — ANGLES TO TUBES WHERE ANGLES [V ARE NOT FIT SNUG INTO TUBE I i i MULLIONS. I 1 - OT I 5/8, (2) i I L_ ________ J I 5/16- TAPCONS #14 SMS 1-3/4- MIN. EMBED INTO MASONRY 4 PER ANGLE 2 PER ANGLE 2 X 2 X 1/8- ALUM ANGLE OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MULL "L" 1 X 2 1.688, 1 X 3 2.688• 1 X 4 3.688' M2 X 4 3.688' 2 X 6 5.688• 1. ALL CLIPS AND ANGLES ARE TO FIT 2 X 2 X 1/4- SNUG INTO TUBE MULLIONS. ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT G INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. @14 S.M.S. ' 2/ CHANNEL TUBE MUWON - g12 F.H. S.M.S. � c 2/ SIDE W 4 I 1 1/8' THICK ALUM CHANNEL C LENGTH TO FIT SNUG I INTO MUWDN I I TUBE MULLION L, 6 TUBES MAY BE NOTCHED I I IR G AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOIM AFTER ASSEMBLY ^ B14 EH SMS z ACCESS HOLE 2 PER CUP 1 1 2' 0C MIN Iy I 1 I 1 I I I THIS SCREW CAN BE I I INSTALLED IN EITHER 1 1 112 FH SMS I DIRECTION 1 2 PER CUP I W I I 1' O.C. MIN. I I j I I I I 1-3/4- X 2' X 1/0- (FOR 2BY TUBE) ]f 3/4- X 2> X 1/8- FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PRODUCT REVISED ALL CLIPS AND ANGLES TO FIT SNUG s: ilding'inSwith REVISED. BoiEding Cods INTO TUBE MULLIONS. Acceptance aC TAPCONS MAY BE HEX OR FLAT HEA(I. ExpiraooaT)ete E- ra cli M O z a 1 A VNdth MULLSPAN A7--a-T-6-767 E F G H I I lNldth MULL SPAN11 B I C ID E F G H I N1dth MULL SPAN q B C D,V 'VE •' F G H 1 18 24 38318 125.00 125.00 125-00 125.00 125-00 125.00 125.00 12EOO 125.00 18 74114 90.72 125.00 125.00 12500 125.00 12500 12.00 125.00 125.00 18 120 56.13 11227 129.07 125.00 125.00 144.27 125.00 125.00 125.00 131.65 125.OD 12500 125.00 125.00 125.00 125.00 125.00 125.00 24 68.04 136.08 125.00 12500 12500 1a 12.00 12500 125.00 24 4210 84.20 96.80 145.60 12-00 10fl20 125.00 12500 115.70 30 36 105.32 125.00 125.00 12500 125.00 125.00 12500 125.00 125-00 30 54,43 108,66 125.16 125.00 125.00 139.89 125-00 125.00 149.59 30 33.68 6T.36 77.44 116.48 125.00 86.56 13024 125.00 9255 87.77 125.00 12500 125.00 125.00 125.00 125.00 125.00 125.00 36 45.36 90.72 104.30 125-00 125.00 11&58 125.00 125.00 124.66 36 28.07 56.13 64.53 97.07 129.00 7213 tOfl53 14420 77.13 42 48 7523 125.00 125.00 12500 125.00 125.00 1200 1250D 125.00 42 38.88 77,76 89-40 134.46 125.00 99.92 125.00 12.00 106.85 42 24.06 48.11 5531 8320 110.57 61.83 93.03 123.60 66.11 65.82 131.65 125.00 12500 1200 12500 12.OD 12500 125.00 48 34.02 68.04 7822 117.66 125.00 87.43 131.56 126.00 9349 48 21.05 4210 48.40 7280 9875 54.10 81AO 108.15 57-85 54 60 58.51 117.02 134.53 12500 125.00 125.00 125.00 12500 12500 54 30.24 60.48 69.53 104.58 138.99 77.72 116.94 125.00 83.11 64 18.71 - 37.42 43.02 64.71 8&00 48.09 7236 96.13 51.42 52.65 10532 121.08 125.00 125.00 125.00 12500 1250D 14432 60 27-M 54A3 6258 94.13 12509 69.95 105.24 139.83 74.80 60 16.84 3368 38.72 5&24 77.40 43.28 a12 8652 4628 66 72 47.87 95.74 11007 12.00 12.00 12500 12.00 12500 131.56 66 24.74 49.48 51189• 8557 113.72 6359 9566 12T72 6fl00 66 15.31 30.62 3520 5295 7036 39.35 5420 78.65 4207 43.88 87.77 100.90 12500 125.00 125.00 125.00 125-00 120.60 72 2268 45.36 5215 78.44 104.24 5929 8T7D 116.53 6233 72 14.03 28.07 3227 4BL53 64.50 3607 6427 7210 38.5T 78 40.51 81.01 9314 140.09 12.00 104.11 12500 125.00 111.32 78 20.94 41.87 48.14 7240 9622 53.81 8096 107.56 57.54 78 12.95 25.91 29.78 44.80 59.54 3329 50.09 66.55 3560 18- 24 SONS 133.06 125.00 12.OD 125.00 125.00 12500 12500 125.00 125.00 18 84 80.19 125.00 125.00 125.00 125.00 1200 125.00 125.00 125.00 18 132 51.03 10206 117.33 12.0D 125.00 131.15 12500 125.00 14024 99.79 12.00 12500 125.00 laCO 125.00 125.00 125.00 125.00 24 60.14 12DM 13829 125.00 12500 125.00 125.00 125.00 125.00 21 3827 76.55 88.00 13236 125.00 98.36 148.00 125.00 10&18 30 36 79.83 125.00 125OD 125.00 125.00 12500 12500 12500 125.00 30 48.11 96M 110.63 12500 125OD 123.66 125.00 125.00 132.23 30 30.62 61.24 70.40 105.89 140.73 7869 118.40 125.00 84.15 66.53 13306 12500 125.00 125.00 125.00 125.00 125.00 12500 36 40.10 80.19 9219 138.67 12500 10305 12500 125.00 11019 36 25.52 51.03 58.67 88.24 117.27 65.58 9867 131.09 70.12 42 48 57.02 114.05 131.12 125.00 12500 M-56 12.00 12500 12500 42 34.37 68.73 79.02 118.86 12.00 88.33 13290 125.00 94.45 142 21.87 43.74 5029 7564 100.52 5621 84.57 11236 60.10 49.90 99.79 114.73 125.00 125.00 128.24 125.00 125.00 137.13 48 33.07 60.14 69.14 104.00 138.21 7729 116.29 •1250D 8261 48 19.14 38.2T 44.00 6618 87.95 49.18 74.00 98.32 5259 54 SO 44.35 86.70 101.98 125.00 125.00 113.99 125GD 12500 64 26.73 53.46 61.46 9244 12286 68.70 103.37 137.33 7346 54 17.01 34.02 39.11 so.83 7818 4372 6578 87.39 46.75 39.92 79.83 91.78 13805 125.00 10259 125.00 12500 60 24A0 48.11 a31 8320 11OL57 61.83 9303 12360 66.11 60 15.31 3D.62 3520 a95 70.36 39.35 5R20 7865 4207 66 72 3629 7258 83.44 125.50 12500 93.26 140.33 125.00 q21 66 21.87 43.74 50.29 WW4 100.52 5621 84.57 11236 60.10 fib 13.92 27.83 3200 4fl13 6397 35.77 53.82 71.50 38.25 3320" 66.53 7648 115.04 1200 85.49 12R63 12500 . 72 20.05 40.10 46.10 .69.33 9214 51.52 77-52 103.00 5510 72 12.70 252 29.33 44.12 5fl64 3279 493378 30.71 61.41 70.60106.19 141.13 78.92 11874 12500 78 18.51 37.01 1 4Z551 64.00 8505 47.56 71.56 95.08 SOW 78 11.78 2355 27.08 40.73 54-13 3027 4554 60.50 1 3236 18 57 118.18 125.00 12500 12500 125.00 12500 1200 125.00 12500 18 96 70.17 140.33 125.00 125.00 125.00 125.00 12.00 125.00 125.00 18 144 46.78 93.56 107.56 125.00 125.00 120.22 1125.00 125.00 128.56 24 30 B8.63 125.00 1250D 125.00 12.00 125.00 125.00 125.00 125.00 24 52.63 105.25 121.OD 125.00 125.00 13525 12500 12500 144.63 24 35.08 70.17 80.67 121.33 125.00 90.17 1 13567 12aOOj 96.42 70.91 141.81 MOO 125.00 12500 125.00 125.00 12500 125.00 30 4210 8420 96.80 145.60 12500 108-20 12SOO 125.00 11570 30 28.07 56.13 64.53 9T07 129.00 7213 10853 14420 77.13 36 42 59.09 118.18 13566 12500 12500 125.00 125.00 125.00 12500 36 35.08 70.17 80.67 121.33 12500 9D.17 135.67 125.00 96.42 36 23.39 46.78 53.78 80.89 107.501 60.11 1 90.44 120.171 64.28 50.65 101.29 116.45 12500 125.00 13017 12500 125.00 139.19 42 30.07 60.14 69.14 104.00 138.21 77.29 116.29 125.00 8264 42 2005. 40.10 46.10 69.33 9214 1 51.52 1 77.52 103.001 55.10 48 64 44.32 88.63 101.89 12500 12500113.89 125.00 12500 121.79 48 2531 52.63 60.50 91.00 120.94 67.63 101.75 135.19 7231 -48 17.54 35.06 40.33 60.67 80.63 1 45.08 67.83 90.13 1 4821 39.39 78.78 90.57 13623 .12.00 10124 125.00 125.00 108.25 54 23.39 46.78 53.78 80.89 107.50 6D.11 90.44 120.17 64.28 64 15.59 31.19 35.85 5393 71.6-1 40.07 1 6030 80.11 1 4285 -60- 66 35.45- -7091- -81:52- -12261 -12.00 -91.12- 137.09 -125.00 97.43- - 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HORIZONTAL MULLION ANCHOR CLIP NOTES: VERTICAL zz GLAZING �� PRODUCT 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER MULLIONTO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. z o 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE GLAZING GLAZING PRooucr PRooucr Q a N GLAZING GLUING � 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN �QI PRooucr PRODUCT MZN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. ogufJ: ¢rail 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ActOR/cu > ANCHOR/CUP S2LOCATIONS AT HEAD, SILL OR JAMB ENDS.w t w 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCrPXVISM yZ'}•� �•� s C=P10.8 with the Florid. o "�'�'.' TYPICAL MULLION CLIP ARRANGEMENTS ` u o I m tO � M m � O G .: v v~ Qo 2 0 awn y z y Z J C Cw7 Z z So z 0 z a e F 5 4 z x �~ z U1 a rn ►1-4 z u gnla a� 4 - - � 3 s y S o '^ a` IE i i w m w d t.i 2 6 tttauun�q� o C4 j=