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Home My WebLink AboutNOASMIAMI•DADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. SCANNED 8501 NW 90uh Street BY Medley, FL 33166 68 14'0de County SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, -or suspend the use of such product or material within their jurisdiction. RER reserves. the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4200/ 6200 Flange —Frame" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange --Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE.IMPACT'RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use; and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatic ally -terminate -this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12- 0307.06 and consists of this page 1. and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted. documentation was reviewed by Jaime D. Gaseon, P. E: NOA No. 14-0909.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 Page 1 ;379 APPROVED AR0011105 APPROVED AS CORRECTED ® wise a REsusPAIT [3 REJECTSD This revl&i. , only for e prn tf ... i o g_n rai conformance with the desi rt 1 compliance with the info g concept of the �`!nr�n. C'r,•,rxf ,izs vrcommsnts made rmahon given in the contrast rigs nevi_ o:� roirv�t$ e �fre cos;ract RtaLE On ti0 shopdrawings during or fromcompliance 1nCzfdcC spae,f tivns.AuProvat of st*hthers QUIrQ- traefor is r; n afsa oblc of which the i ofi ; p ai r em shall not fir2t � loran ions to be confirmed and correlated Con Job Sti3' li •r �r . ihe ma6 P rtains solely to the fabrication processes lated at the `�', r gods, t_ayniauas, Sequa 10 t end P cesses or to lion: cooniina€ on of tha won fr of all other Procedures of co in a safe and sa6sfacto trades: and for perms nstruc- rymanner. ng all work BATE; *;M a e� BY: 40 MM® �� MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamidsde.gov/economx Lawson Industries, Inc. 8501 NW 90rh Street ` Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves. the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4200/ 6200 Flange —Frame" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT; Drawing No. L4200�200-1201, titled "Series-42004200 Flange —Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACTRATING: Large and Small Missile Impact Resistant u LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically -terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NaA No. 12-0307.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted. documentation was reviewed by Jaime D. Gascon, P.'E: �{ . NOA No. 14-0908.18 J's Expiration .,aa� Au ust p Approval Da e" eerfiber . ,NCO 4 ' �� j �g�$1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.12-0307.06) 2. Drawing No. L42004200-1201, titled "Series-4200--6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -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-12-4010 and HETI--11 3363, both dated 03/05/12, signed and sealed by Rafael Droz-Seda, P. E. (Submitted) under previous 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 -flame fixed window, prepared by Hurricane Engineering &Testing, Inc., Test Reports No.'s HETI 09-2614, dated 09/04/09, HETI-09 2612, dated 09/02/09, HETI-09 2586, dated 07/10/09, HETI-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 previous 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 09-2613, dated 09/04/09, HETI-092611, dated 09/04/09, HETI09-2585, dated 07/10/09; HETI-09--2581, dated 07/10/09 and HETI492579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No.12-03OZ 06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI43-1779, dated 01/30/03 and HETI43-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a rectangular-, a circular arch- and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-177411, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 94 3) Water Resistance Test, per'FBC, TAS 202-94 along with marked up drawings and installation diagram,of a circular arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI92-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, both signed and sealed by Hector Medina, P. E. (Submitterl under previous NOA No. 02-0701.01) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a rectangular-, a circular arch- and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI42-1158, dated 04/08/02, HE, TI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No:12-03OZ 06) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascon, P.Ki , Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 E--2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129:27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to. and complying with FBC 51h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-03OZ 06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09 2614; dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09 2586, dated 07/10/09, HETI-09 2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09 2580, dated 07/10/09, HETI-09 2613, dated 09/04/09, HETI-09 2611, dated 09/04/09, HETI 09 2585, dated 07/10/09, HETI-09 2581, dated 07/10/09 and HETI-09 2579, dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No.12--03OZ 06) 6. Laboratory compliance letter for Test Reports No.'s HETI 12-4010 dated 03/05/12, HETI--11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated. 01/30/03, HETI03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-03OZ06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange -Frame" Aluminum'Fixed Window - L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime A Gasc n P. E. Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22; 2017 Approval Date: December 11, 2014 E-3 SERIES14200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (LM.IMPACTI MNIOV � �f- vn®v � � NH� r I„ vOmw vmm HALc-RMIND IYRC l FLNATpN ARQI[D vb®v vmrx RGILOF MINMN }�' v>N�V I I vamv �,Ic�m,�11111�IIIIIIIII vmmv L xD:.r+w l��l _our Ptt.'Rmr wxnnw HALLOO __- ,_ L0 vaPw L MIND lvn n pEVAM �V11®V Rom RFLRwgn�o Tyq�_ vu®v vlom „N v3Ow Dort L vllOw K1AW ■��M, Ln vlNmv �- v vmmJ L vumI LEGGm EYE RRON ELWATRON VIHWV� uonn_ ANDELEVADON I VGvmV ICImN L L yp�y ALLOWABLE LOADS FUR ALTERNATE SHAPES AS St CAN QC VFIDFlED DY IHSMIDWO PN:ILRE 1DIJDON SHAPE MYM A SO URE QR RECTANTA� AS SHOW N nono IWER AND a0TAP/oiO ALLOWABLE LOADS FROM THOSE vwRrH -" VIN06V VIQH SHAPES PROVE PERDIflGi FAMINDIS ARE AS OESMMU HERON FOR SIDE AND SPAMO. 7 .000' N B/D � ➢1. OP p. A TYP. C $ p qy E 6• NM; 3 E �I Ar CORNERS s �� 3m �Sa je e i j 'Iy O YPAD(ATR 0 9ag��..lF18 tlCbA� U It fXT. A fNf. PALLS G0.aNIN. TYPICAL ELEVATION NLIHINS AM A VLTEII Vr TESTED UNIT V! SILICONE AND ARE O i 6 E AVAILABLE AS OPTIONAL IA))OOMUM GLASS AREA TE mu APPLIES TO o � LASS TYPES; E, F. J. K AND I. - SEE ESIGN LOAD CAPACITY TABLES ON SHEET 4 WRNDOLFS ABB LM. 1MPACr u; c OR SIZE LIMITATIONS OF EACH GLASS TYPE _ MIAY1-DAU. COUNTY APPROV E 9AUTTRR9 N07 RBQUBiED General Notes: G 1.) THIS WINDOW BYSI MI IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS HE 2014 FLORIDA, OF TBUILDING CODE INCLUDING HIGH VELOC17Y HURRICANE ZONE VELOCITY (1IYHZ) AND ASTM 1300-04, THIS PRODUCT IS IMPACT RESISTANT. •(SHUTIRIR9 NOT AFgU1RED) 2J WOOD BUCKS SHALL DE INSTALLED AND ANCHORED 30 THAT THE BUILDING RESISTS THE SUPERIMPOSED WADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 P9.C. k TO BE REVIEWED BY BUILDING OFFICIAL. R 3.) ANCHORS SHOWN ABOVE ARM AS PER TEST UNrm ANCHORS ON ALL WINDOW SIZESARE NOT TO E(CZED THESE MAXIMUM SPACINGS ON CENTER (D.C.) . S 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE 3 ENGD®NED ON A SIR SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND 88 TO BE REVIEWED BY BUILDING OFFICIAL e 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HERMN; (MM SHEET /3 FOR GLASS TYPES AND BMW d4 FOR MAIL DESIGN PRESSURES). y1 GJ WINDOWS WITH GLASS TYPES 'B. C, F. OR G' INSTALL® ABOVE SOH. IN THE HVAZ. THE i I.G. EYTEMOR LIVE SHALL HE TEMPERED 70 COMPLY WITH THE MULL MISMIE IMPACT RESISTANCE REQUIREMENTS (FBC-2014. S..UDn 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE•SHEETS 2 A: B. 8.) ERR. A INT. FALSE COLONIAL MUNTINS ARE OPIIONAL h AND ARE APPLIED W/ SILICONE B.) WOOD BUCKS IN CONTACT WM CONCRETE MUST BE PRESSURE TREATED AND ANCHORED ,YYgM* �1d10 9�••••• •••,'' (BY'armas), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /2 FOR DETAIL k NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, LL SO.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WILLS UNITS. 11.) MULLING FIB® WINDOWS WI'Pfl OTHER TYPES OF YLAYI-DADS COUNTY APPROVED PRODUCTS USING A MUMS -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THIN LAVER DESIGN PRESSURE FROM THE WINDOWS OR MULLION ILL AP LION APPROVAL WPLY YO THE ENTIRE MULLED SYSTEM. IP-) SEE MEAD / O FOR MULLION/MErAL ATTACHMENT DETAILS h OPTIONS. �S'r 13.) ALL YLTAL./S1ECL IN CONTACT WZYN ALUMINUM OR OTHER DISMMIIAR YATRRUL S TO BE FLORIDA PAINTED OR PLATED AND SHALL MEET THE 201FLORIDA BLDG.. COUL AN IRS. V/ 111/4- MM E)IBEDIENTI (SCE CUE ATM FOR MAIL FASTENER m°mr n'�uvm eaurxus, INTO WOOD AT SHEET /1 SPACING> _ INTERIOR eWW �Nuc i; 0 RS fn. (iESDC BAG RRBDB m c AMEtm EpNiD WDmW TNME FIAIQ n �R�, DSTALL.tlI aro� SDI 01HRS nro «.., EXTERIOR � uvsm INNNTwEr m N: xnD:n n DhEAI C 1 �� tma rilcm ovo+ METAL uw NNue m In- " RTVGO sIGIIDR m LE 3`00Y= n ASIGFLT ae ICT mI -n rm n ➢MNSf R uvaN1 DOOSTAITl. Dc (WOOD FEM IN T I. ATION DEf I . WINDOW INSTALLATION NOTES: 1, THE WIIDOV FRAME iLANIi TD BE BACK -BEDDED V/ AN EMT. GRADE CAULK THROUGHBUT THE ENTIRE PERIMETER DF ILANGE BY WINDOW MSTALLER (TYP.) S THE MOM EXT, PERIMETER ON THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR, GRACE CAULK BY OTHERS CTYP.) • WHEN IS OAP THANBgfnM ", WINDOW FRAME AND THE BUCK OR MASONRY m LESS THAN 1/D'. ffiOYB ARE NOT REQUIRED. 11141"ORS TO ;BE W12 SMS OR VD. SCREVS INTO WOOD, OR V4' TAPCONS SN• APPROVED CONE. FASTENERS INTO GONG,. WITH A MBOHUM BF 1 1/4' PENETRATION INTO WOOD OR CONC..AT 12•i MC. NAIL ALL V00D BUCKS ENGINEERED 4 TO BE REVIEWED BY BLDG. KM EMBEDMENT INTO WOOD, PT, WOOD BOOKS (SEC ELCVATION AT SWEET NI TON MAX. FASTENER SPACING 10 BEaw ADHESIVE DIPING ON"BND INTERIOR LN1➢AITED (LASS ' V4' TAPCON V/ 1 V4' N KIN EMBEDMENT INTO CRC, " (SEE ELEVATION AT SNECT NI m Fq 4 $ L ' TDR MAX FATTENER SPACING '• 5 r� P5 d # yy pE z 1/4• E MIN. V4! NM g 1 1 I/r MEN. •. EDGE mTMLE ?GRADE 2 EXTERIOR C` AULK i E%TFAIDi GRADE L YS Tw' , n i✓ \ B PD)➢ETOt CALLKING ; FRAME VDTM o 1/4' TAPCON V/ 1 1/4' r — 4 VUBD. MIN, EMBEDMENT INTO CONE, v 1 0 "BYn (SEE ELEVATION AT SWEET MI qro a FOR MA%. FASTENER SPAC1N .h P.i VEID➢ BILK taoi BY IAVSON M➢. )BUST SUSTAIN IMPOSED LOADS ( AM S0.IWRE POUNE a BEDDING COMPOUND S JII_p�Y_LIII]i[�GLI��_IIL EXTERIOR INTERIOR I1 ' 1 H O MERER GRADE / AA4pT11UlU1 ai a,M""•'• PERIMETER CAULNDG . 3 C°:!..4.' � '• b pm�BlyAr�bN4 PloddA �eii`tII?P�NT�rW�•8N 9� +1 •}w��a p LAMINATED. INSULATED GLASS COMPOSITION TYPE B I= DRSMOMON DETAIL' __-_ l-7 Q y Ti-f-- -� I I/IP AM MASS 2 Oa90' w Ex PVB-SDAITSA 3 4 GLASS 1/8• ANNEALED, 1//' INMATES AIRAIR SPACE tD 111 ANNEALED DR TEMPERED GLASS LAMINATED I SULATED GLASS COMPOSITION TYPE C IT&l DB9CI�DON DETAIL yµ -___ ._-��- --- l 1/0' ANNEALED GLASS 2' UW SAFLEx PVD-SOLUTIA 3 L/ ANNEALED GLA SS 4 B OD 1/4' INSWATED AM SPACE 3/I6• ANNEALED OR TEMPERED GLASS T - _ - LAMINATED (INSULATED GLASS COMPOSITION TYPE F am � ➢ESCRIMON DETAIL --IL'' �- -- I 11V NEAT-STRENGDOiED GLASS 2 02W BUTACITE PVB-DUPUNT 3 1/8'HEAT=STRENGHTENED GLASS 4 V4- INSULATED AIR SPACE --- 5 (U 1/e' ANBiEALED DR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE G 17EY DESMIPSION DETAIL I V8- HEAT-STRENGHTENED CLASS 2 ODM' BUTACITE PVB-DIPRD1/B'IPAT= ATSTRENGHTFD GLASSAQW, 4 1/4• INSULATED AM SPACE 5 0) 3/IV ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L f= DRBGAi1 BON I DETAIL Y-@ A/,H• I =_ 1 3/16• H EAT-STRENGNTEIED GLASS 2 04W BUTACITE PVB-YIPOlT 3 9/16• HEAT-STREGI NTENED GLASS 4 1/41 INSULATED AIR SPACE 5 3A6• TENPEBED GLASS Notes, �1.) 9EE BOEET l INffi DP3IGN iQAD9 LOAD CAPACITY TABLES. X 2J WINDOWS WTNI CLASS TYPES P, C. F. OR G' INSTALLED ABOVE 30 FT. IN THE HVH2, THE I.G. EATERIOR LITE SHALL BE TIMERED TO COMPLY WITH THE SII ULL III981LE IMPACT RESISTANCE nQUIRINENTS (PSG-2010. S0a110D 2411.073 ; 6 2'SILD - - DOV CORN OPTIONS',- -- - _—_ -_- DOV CORNING 899 -- - SCHNEE-MOREHECAD 5731 _- TREMCO SPECTRUM 2 -- - -- - - lAMMTED LAMNATED INSULATED INSUTATE _,,,,„,- 5 18 rLAMINATED GLASS C@ OOSITION - TYPE A R[Y I Of m ascmmo 1 0, DETAIL --_. 1 1/8' ANNEALED GLASS E OA90' HUTACIiE PVB-OWDNT r■�((TJ{- ul IY RaHO• J 3 AAN0(EALF:➢ GLASS 8 18 LAMINATED GLASS COMPOSITION - TYPE D IITN I GLm DEWITLON DETAIL 1 l/ HEAT-STRENGITENED GLASS - -- - ---- L2(Y 2 0.O'1D' 1NACTIE PVB-➢IPIx1i 3 ." NEAT.. GLASS 19 SE LAMINATED) GLASS COMPOSITION - TYPE E TRY 01:99 DDSCOPION QBTASL 1 3/l6• HEAT-STRENGHTQED GLASS - =� TEAT-STRENGNIEMEO 1 y(p0- 2 Oa90• SAFLEX PVB-SOLUTIA 3 11W TLASS 7 16 LAMINATED GLASS COMPOSITION - TYPE H 11'SY OIde9 D®CBPTNN _ DEMO. T me —T 1 1 3/16' ANNEALED GLASS 2 0090' SAFLEx PV8-SGLIRTA -=�� -- - 3 3/IG' ANNEALED GLASS 7 18 LAMINATED GLASS COMPOSITION - TYPE I 11'EY OLA89 DBSCR�1'!ON DETAIL 1 D/16' ANNEALED GLASS' - -- 2 6090• BUTACITE PVB-MAMNT 3 3/16• ANNEALED GLASS 7 16 LAMINATED GLASS COMPOSITION - TYPE J 6'mT GTAW DAW"WEIONol I'M t 3l16' HEAT-STRENGNTENED GLASS-- 2 Da9o' SGP-➢Lpf81T d - " -,- T A - - - 3 3/16' IffAf-STRER@ITCHED GLASS 7 18 LAMINATED GLASS COMPOSITION - TYPE E 1110I clAse DncR�a9N DETAIL 1 3/16' 1R'AT-STRENGIIIRED GLASS ---=_� -- -- 2 0.090• BUTACTE PVBdAPONT 3 3A6• HEAT-STRENGHIENED GLASS SILICONE SCHNEE-MORDIEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 IT •) UMINAIED gc n C� f .; MONOLITHIC 3 C GLAZING STOP 0 CIRCULAR WDWS. z LAMINATED 3 ULONATED 4 ; MONOLTHIC________ ' r GLAZING DEPTH GLAZING DEPTH " O C C 2 OI lAIaNATt]) MONOLITHIC e -SILICONE OPTIONS'- DOV CORNING 899 SCHNEE-HOREHEAD slat O TRENCO SPECTRUM 2 GLAZING DEPTH - 0 i.AMINATEDJMONOT TXPICAL GLA�T� DETAIL - $ �I PLWIfULT IUiViSfiD mmplylAAxSiDUuPlorida /'�� Aa Du0OY18�4,/p� 18 . hjJDpL bTPLoduaCU. i r I BIM OF )AATERIAL9 1TRM PART _—_ QUANTITY _-2 DESCRIMON MATERIAL REMARKS t L-4201 FRAME HEAD/SILL/JAMG 6063—T6 — 2 L-7708 4 GLAZING BEAD (5/16' GLASS) 6063—T6 — 3 L-7708 4 GLAZING BEAD (3/8' & 13/32' GLASS) ' 6063—T6 — 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16- CLASS) 6063—T8 — 5 L-7711 4 GLAZING BEAD (5/16' GLASS— INSULATED) 6063-16 — 8 L-6211 4 GLAZING B&iD (7/16' GLASS — INSULATED) 6063—T6 — 7 /$ X 3/4' 2/ CORNER ASSEMBLY SCREWS — P.H. PHLWPS 204 AS READ. GLAZING BEAD AT CIRCULAR WOWS 6063—T5 - -004 AS READ. GLAZING GASKET SOFT PVC — • E12812V-25H—M57 AS REOD. GLAZING SILICONE • _ 5.6020 AS REDD. GLAZING SETTING BLOCK AS REOD. 'T.A l' Dora Seal Swiggle Sparor t/4' BLACK 1/4' AIR SPACE WINDOW ITtAIAE FD."PRU TON D6"fA C L21m I � i•-alp a9291 q773 �L2oa FRAME HEO/SILL/JM.1B 2 GLAZING SIDP (5/18' GLASS) 310 mo1/0- 2R LIM TTP. Tre• .773 .773 3 GLAZING STOP ¢GLAZING STOP (7/16' GLASS) (3 8' &i 13/32' GLASS) 1 .310 �A70 .11-0 A60 2 -050 ASO i--y TTP. �' 5 INSULATED! GLAZING6 STOP W/ 5/16. LAMINATED GLASS '800 INSULATED LAMINATED CUSS ASO I , TYP. a 8 AA6 P GLAZING STOP (CIRCULAR WDW.) m g i i v 7 1¢r. oR scuME WoaDWs O FRAME ADIUS ,nluT O MAME END QQRN R ip 1 FRAME CORNER & JOINT D .TAT a O I i 9Fdld[� � FRAME CORNERS, OR 40MM SEALED WITH A COLORED " 1 SEALANT ANDPERIMETER OF GLAZING DEAD WRH CLEAR SILICONE l !F E PAODIWRRVIS® n mngTma 1MPImMa n O8 SO: 11lII110N APPR6YALS MR KUWON SOU AND YAX. •ice 0 DESIGNDESIGN PRESSURE IAOGIg16. ` ALIN[NIN W UGH (AWN. OA7a' 1WL TOCX) SCE'AlL,GTar,PM 0 • 12 N 3/4• S3LS Mm DESIGN PR63URE UYIGTONS. NOTE' OE LOWER PIE'SSURES OF THE WD4)DY aR WALL SHALL GUAM — MT IE,ID, P16WPS, AT IV OG MAN, WTER(OR NOTE: DE LO4AD1 PRESSWI6 OF 4' MAX THE WW M OR 'ne, SNALL Goal" SKIM INTERIOR / 12 SAS, X 1 1/P L AT DP DC, KAX NOTE: 1. ALL STEEL IN CONTACT WIT" AWK. M SE PANNED d INATED. 2. METAL STROWURE4 -- _ M STEEL . FY • J6 XSI ION. - - -_— (SIM la GA. TOIL THXX - "a-) 8) AOAMAI : S00T-Ta W. IALTIN. ao7e' TAN. Txcq EXTERIOR wlrloo'r FR.WE 14R6ERM swANT WINDOW FRAME WERTOR RUDE PERIMETER 191DETEii CAULKING FRALIP 7._ULLAN^_REiAR' � ' 1IgTA7. . Q aTR CTT R . ATTA HMF.NT.DETAR. O MU, M1AMl.DADE ?y1IA?vff DARE COUNTY, FLORMA ® PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONONNTIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE AD11•TINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .niiainidade.gov/econoiiw Lawson Industries, Inc, 8501 NW 90 Street Medley, FL 33166 _ SCOPE: This NOA is. being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority _ Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below., The Miami -Dade County Product Control Section (1n.Miami-Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perfonn 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. R.ER 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 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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. RINEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed it advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided-. to the user by the manufacturer or. its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1; E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 14-0908.08 MIAMI•DADE COUNTYF.xpiration Date: May 30, 2017 ` Eu Approval Date: November 06, 2014 Page 1 RANDALL E, 3T0FFTkRCHjTECTq5 p.L 7Al379 AR#00111% APPROVED El REVISE & RESUBMIT Ej APPROVED AS CORRECTED E] REJECTED Only for general conformance withthe design concept of a co ce th given tr Or rOmms,"ts made on in the contract do iiat rE!feve the trz? shop draWings; during 'c"Or from compliance With the reqLire- coptr- V'th@ 13120s. and sPec t-rations. Approval of sp, if shall not a c• ,c item EsseMblY of which the itom is a component. Con- tractor ",3W 5-010 for: Dimensions to be cOnf),med and correlated at the job Sit,% l�fu.,�stion chat Psrt@ills S0,101Y to the fabrication processes orb 'he "M�Ods, techniques sequences and procedures of construc- tion: coordination cf the work of iffa 2-11 Other 112des:- and for performing all work safe and satisfactory manner. -c I 1, + M1AMlDADE MIAI-VII--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADhIIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lawson Industries; Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below.- The Miami -Dade County Product Control Section (In -Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. 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 w10 Steel Reinforcement - L.M.I. APPROVAL DOCUMENT: Drawing No. LAW--ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with No. "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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. IMNEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination'and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA No.12-0127.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. �, ekA NOA No. 14-0908.08 Expiration Date: May 30, 2017 rJ Approval Date: November 06, 2014 41 Lawson Industries, Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 'Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95-121Z 09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions", Sheets 01 through 10 of 10, dated 04/27/10 with revision `B" dated 08/01/14, 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 previous 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 ahrminum 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 previous NOA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC, TAS 201 94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of 120 inch span alumintun tube mullions 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 trader previous NOA No. 02-0501.05) 4. Test reporton: 1) Large Missile Impact Test per FBC, TAS 201 94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI42-1718, dated 8/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous 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 previous NOA No. 02-0501.05) Jaime D. Gascon, P Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONThNUM) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked --up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95—M2.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 94 along with marked —up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90—inch span mullion and a 45--inch high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P. E. (Submitted underprevious NOA No. 95-121Z09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted trader previous NOA No.12-0127.07) 2. Glazing complies with. ASTM E1300---04/ 09 D. . QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources XR). E. MATERIAL CERTIFICATIONS 1. None. j F. STATEMENTS 1. • Statement letter of conformance to and complying with FBC 5'h 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 to and complying with FBC-2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Subm0ed tutder previous NOA No. I2-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted un der previous NOA No. 12-012 Z 07) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.14-0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (comtwurm) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15 27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.19, dated 05/20110, signed and sealed by Thomas I Sotos, P. E. (Submitted under previous NOA No.10-0610.02) 6. Laboratory compliance letter for. Test Reports No.'s HETI-02-1714, HETI02-1716, HETI-02-1717, HE,T142-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, R E. (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement - L.M.I.", approved on 03/29/12 and expiring on 05/30/17. Jaime D. Gascon, P. E. Product Control Section Supervisor. NOA No. 14--0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 E-3 I -ANCHOR /CUP GLAZING PRODUCT # ANCHOR/CUP HORIZONTAL MULLION I VERTICAL MULLION VERTICAL MULLION GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT ANCHOR/CU I. W1 I 11. W2 `II''_ WW33 II MULLION SPAN I I _ (WIDTH (W) WI + W2 + W3 ANCHOR/CLIP I I I VERTICAL MULLION GLAZING GLAZING z PRODUCT PRODUCT f CHOR/i U GLAZING PRODUCT GLAZING LSE • GLAZING PRODUCT_, PRODUCT W71 Yl2 W1 W2 MULLION SPAN I WIDTH i(W) - W1 2 W2 WIDTH (W) - WT 2 W2 2(PICAL_MULLI0N ARRANGEMENTS I THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE -USED WITH ALL LAWSON'S MIAMI-DARE T/CUP COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. HORIZONTAL MULLION RECTANGULAR ALUMINUM RUDE MULLIONS USIN M bN PROP RTI ON Y "„J GENERAL NOTES: g g 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING i +'n HIGH VELOCITY HURRICANE ZONE (HVHZ). 3 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET DIE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.M.WIND LOAD, WATER INRTLRPATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC, B 3. MULUORS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, n� INCLUDING WINDOWS, ODORS OR COMBINATIONS MAY BE MULLED. 4. WOOD! BACKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. O S. ANCHORS SHAM BE AS LISTED. SPACED AS SHOWN ON DETAIS, ANCHORS EMBEDMENT TO BAY MARTIAL SHALL BE DEYOND WALL DRESSNO OR SRICCO. 3 & ANCHORNO OR LOADING CONDITIONS NOT SHOWN IN THESE MAILS , ARE NOT PART OF THIS APPROVAL. 7. A LOAD OIAMTION INCREASE IN AU"ABLE STRESS IS USED IN CMGH OF r _ WOOD ANCHORS ONLY, �1} 8. MATERIALS INCLUDINO OUT NOT LIMITED TO STEEL OR META. SCREWS, THAT COME 060 CONTACT WITH OTHER DISSMILAR MATERIALS SHALL MEET N THE REQUIREMENTS OF THE 2014 FLONCA BLOG CODE - SECTION 2003.8.4. 1,(ULLIQN & 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 MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET M1 OF 10 FOR DETAINS AND NOTES. " REFER TO SHEET 8 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. e + n " REFER TO SHEET 10 OF IQ FOR MAX. ANCHOR DESIGN PRESSURE CHARTS a y 3 n II Sy �, in 't 'v C PRODUCTBBVIS51) 4 plHtISuMA8b17VIMA AtecVlvn t. u,mamn��9�8 R .UmnfYmTa �ro Iamaot 1 'x=x::I+ssli" � I 1.696 a ASA rn. - A6E Imo �Asx ,g o q 111Aa4A 'f— e m � - 3aao I.SW Lus um ame L732 Aes ]Boo 3o6P. 2 aeBe ASB �l n —.1I 2 x a IYPMAL Lra EA62 ; y - l : �MUW�4N wewrnv mwE Q o 3 2X M I I ION :LIP 1 d I IBE IAW� I .toE II` �IAW� ,IS6� ATB BOf6-7NO� ti' 6AW JeB Y-IA6E� IA66 . ht062+1 In 166E .2 I .L, D 2X6 1 X4 1 X3 1 X3 1 X2 1 X2 k7 is SFO. ttIRE OUSTOM MLR I IION CUSTOM MULLION CUSTOM MULGON CUSTOMYM 11`IOPI CUSTOM MULLION 1d!lLLI4b 6067-TS 6067-16 6063-TB 6061-16 BMW -TO i q{ 1.: 2.070 tn? LaG 1.000 in? 1. 0.950 in? 1— 0370 In? IRTO 0.330 in? �ii a— 1.035 1.1 S- 0.667 ink S= 0.633 ink Smc: 0370 in'. S.: 0.330 i1? n (RANGE FRANE) (RN FRAME) (RANGE ERWE) '(FIN FRAME) PRHIL7 WNNMR0 TOO" SHAM A WALL a .I16' AM �'°° , 2 NI.GY- 606b-r6 Imo � neaept_ ro TYPICAL GLAT.RIG PRRDUCf IEA lmo i(lunl _. [+ 1ZZ33wd ��,,fff uW eAW E.Wo aai erlo _ _ trW -rags �� 6D00 3Es 2me .� L y MULLION CLIP --EAW OAW 'Lon 4 p 16063-78 914.I L14NS CONTAINING SM. TUBE MULLION SRT, TUBE M I ION Sm, TORE AU LLION i Noml L TYPICAL GLAZING PRODUCTS GN`-TB w®-T0 600J T6 HORI70NTAL. OR VERTICAI 2 X 6 Mao 2.070 iIt Mr. 0.950 in? IRE: 0" in? 1—u=,�jMU fix: 1.035 in! S= 0.633 ink S, 0330 in! SEE MOW OR DOOR �� MR STD. TUBE MUWON STD. TURF MULLION $ 2.98 FASTENERS SIZES AND SPAIO W�-TB 60 U1—.6.280 in? I1-2.980 in? b4 xi � , } } 5 Si.. 2.760 ui ink yy S.: 1.490 a' L. CLIP LENGTH RECTANGULAR ALUMINUM TUSE MULLION 1N iRS LICTION�,, USING MULLION PROPERTIES ONLY usE auArs AND cRAAHs As EmteN& THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 1 X 2 L688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DAOE �''�"•�'+ I X 3 2688' STEP 1 OVERYINE DESIGN ISM REWIRES FOR PARIIOIIWI OPMOL ..' ' j COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. :+ge IOral I x 4 3.688' STEP 2 EVSp AP 01AZOW PROWCTS MEER ABOiE TO WE DONNC(TMI YIRMDN AS PER RIBO6CT $ ES 2 X 4 3.688' crCp •APPAL AL. .NOTES, — 2 X 6 5.668' STEP a wca IBANMIW swu SPALTN0. THE 2me IISINO CNAN8 aN SHEET 3 OF to SaW MuION SIZE 1. REFER OFF 100 FOR BUILDING CODESCOM COMPLIANCE. � 1. ALL GIPS AND ANGLES ARE TO FIT STEP 5 WITN DESIGN RATING LORE TW DESIGN MOM SPEWIEQ 2. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. N STEP I ADVIE • �,�i'�~ v ANSI c n Ip 2. WHERE ANGLES ARE NOT FIT SNUG uswe ANCII6R mis ON 516Er a TARO P ANO ANCNNi Errxrs HORIZONTALLY. INTO TUBE MUWONS. SEE OPTIONAL STEP 6 ON sIEEr 4 sOEn ANpIGt IYPB M. oEslan RATNO 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION P,.0o0 00B�Te ANCHOR DETAIL AT SHEET 9 OF 10. uas TIVN THE DESIGN UTA6S SPOGRED N SIEP I AWIT. ARRANGEMENTS OR STACK CONFIGURATIONS. a l }Aio La ✓nmY,18 ]Ak � mma. ib mmi,1011-81t-sl �,tlnl-ql@ Lam meuiv tem Lnmbmb mQ2N��00000�Lmiob 11 -'0000 omo 000 000e ` mmm +mrmo 0 0 ,S�opoo+mr+r+O+rp oP APPPPoQ oP PPPQP o- �or r ob obbgoobbg ogb0000 00 0 000000ca obb IPoob E€ 9 0ffio�£s`�'b'S'm iS S'Y'BSY's�rm mffi8'F✓�8i6 f�a'm .Iffi�&'a�s8 I�-•1 Wl g NO 1, .... ...... ........ ........ E NZm-Zi lOo bmZn 'roN aab Fo+ rm IN L.4 }M }IV Ia b1- N+ ZyN m + ��m p'�'m�t2Mk 9mP)�3atl ffii�WR3�ffif3F�8�Ri��R{gt$gEiffiffim8 o_<n •�wam� mmhi �.' in•m •m ia�wa waaa mbAiam cmoaa in is a:.6 N I m N m21F.t�'d=!'n�oY3Y.1 a"3RiE��'SSffi�ffiy;oSbY.iSB$N!ffipNDoB��@'i19ig: N0 J b V+b fNmN+' Ci L?p}Li V+b V w V�+O is Fi ViJ m} O Rf V V Nmjny rr as gig + _Nr_+ +++_ is r V iJ}mm000 wmy`�"mio p N PGrrooPo m aoop iumob �Nmboo bPm ice'+ia o0 O mrrummgii. ir' � � b''is'm w m�$��f �'�Wr44318ffir lan.sisxm 42 sa �68 �39 �BBN.W. 90 5T. LA WA -m{ ON MEDOtLEY. FIDRIDA 33169 • I 4 PH No. (305) 696-8660 ', MA"FAC3TI M OF QVAUff ALUAUNM YMPOWS AND CLASS DOORS FPA2Q ALUMLWM TUBE MULLIONS UNREMPORCED TUBE M=ONS DESIGN PRESSURE CRAM AND GENEDAL NOTES mso w.r Fr,.+F..�.. ►�++r+� IAA-1d-1001 � a m Lo `•`r a'e' 5 .Tw T� �axa LDDD A62J Ae6 •� � kVW M !2 X 4STD. TURF ism, (- t x 3 law IA62 1 X 4 1p6E IB M 1 ION i X 3 1 X 4 STD, TUBE MULL! 1 X 3 wss-T4 ISmM M I ION CUSTOM 6MULLION Pwy u „CUSTOM MUI UON WGT-i4 G06A TB w' -To2.1 , .: 1.445 in! S. 2.218 In! IZIG 4.709 in. Iwc: 4.709 in. lAs 2.168 in. � a a 9uc: 1.445 61, SIOI: 1.479 In! Szc 2.355 irt! SxE: 2.355 in. Sw 1.445 In. (RANGE FRWE) (FLANGE FRAME) (FIN FRAME) (� SHWF9 �� \� Au Law r„ AWI MULLIONS CONTAINING L II / II I I ¢ g 11 xolw L 7YPI hl a IN PROD Tc IIIII II wcs.4 IIIII IILII OPTICfLY. HORIZONTAL OR VERTICAL PRODUCT�A89VfSIiD SEE TiRIwW mi wOR APPIIOIAL FTXi 2 X 6 2 X 4onma BUCpdcwith UcT $ do FASIENFI6 S1iE5 AND SPAgNO STD. TUBE MULON 5f0. TURF UIB I BIN Ao rylimmxo o BBEJ- w9a-18 yy ' L-19.648 in! hx: 7.64TB9 in! L. CLIP LENGTH SY. U49 tn! S.: 3.625.0 t? f RECTANGULAR MIN IM TUBE MULLIONS [ MULL •L° INSTRUCTIONS: USING MULUDN PROP RT1 c O Y tUttgr 1 X 2 L688' wecHARr' ARo� REOU I P 1 DERAITHESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ; i`�.lti . •d`'�'>v�Ar STEINIL BPSCNLWtltEO M PAFMCUWI OPENN0. t / I X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MMMI-DADE :ti•;• :,`l J'• NaRR I X 4 3.608' c7tp 7 NRRPExHa 96 gAtxc PRowlcls IaTrvla' LOAo COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS, vyT •;} ; uSE ODiNEC11011 TO Uuu" AS PER PAOWCT 2 X 4 3.688' CTFV :t NOTES: •yam >: �,f �•: �.1 ' 2 X 6 5.608' STEP 4 SPLcBr UAMW aloe SPACW. 1. REFER TO THE GENERAL NOTES ON SHEET _wM 1. ALL CUPS AND ANGLES ARE TO FIT �M' ON WET 5 OF w SW= M.UI M SRE 1 OF 10 FOR BUILDING CODE COMPLIANCE. " • '� r:.• '??'•a �'� W S EP I PATIIID UDR[ nux OM'N Lao 9KLYHw 2. MULLIONS MAY BE ORIENTED VERTICALLY OR k •: , SNUG INTO TUBE MULLIONS. N STEP 1 AeaF. HORIZONTALLY. ANGLE cLiP 2. WHERE AN6LE3 ARE NOT FR SNUO uSYIa AXTJlOR TYPOS oX araLT a TI801 P AND N urNns INTO TUBE MULUGHS, SEE OPTIONAL STEP __a oN sNEEr 4, SEIFCF ANtl10R IYVE xnll oLS1DX RA70» 3. REFER TO SHEET t OF 10 FOR TYPICAL MULLION " oro -T4 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE D m LOADS 6 nw W B 1 AW9. ARRANGEMENTS OR STACK CONFIGURATIONS. L PSTEELREINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUWidth wMULLSPAN 1X4 2%4 2X6 Width W MULLSPAN 1X3 1X4 2%4 2X8 Width w MULLSPAN i%3 1X4 2%4 2X81 60.0 150.0 156.0 18 16 .0 160.0 150.0 6D.0 44.0 95.7 160.0 150.0 24 160.0 160.0 160.0 24 139.5 i50.D 150.0 150.0 24 33.0 71.0 116.E 150.030 150,0 160.0 150.0 30 111.6 150.0 150.0 160.0 30 28.4 67.4 03.2 150.036 160.0 150.0 160.0 36 93.0 160.0 150.0 150.0 38 22.0 47.0 77.7 150.042 160.0 150.0 150.0 42 79.7 160.0 150.0 150.0 42 18.9 41.0 68.6 150.048 38. 318" 160.0 150.0 150.0 48 74414' 69.7 160.0 160.0 15D.0 48 120" 18.5 36.0 68.3 149.7 -2264 150.0 150.0 150.0 64 62.0 134.6 160.0 160.0 64 31.9 51.8 133.1 fi0 .160.0 150.0 150.0 80 65.8 121.2 160.0 150.0 W 28.7 46.6 119.8 80 150.0 150.0 160.0 150.0 88 50.7 10.1 150.0 150.0 88 26.1 42A 108.9 7 72 150.0 150.0 160.0 160.0 72 48.6 101.0 150.0 160.0 72 - 23.8 38,9 99.8 O 150.0 1 150.0 150.0 150.0 78 42.9 932 160.0 150.0 / 22.1 1 35.0 92.1 i 18 160.0 • 150.0 150.0 150.0 10 128.4 110.0 150.0 160.0 18 33.1 71.9 116.8 150.0 24 160.0 150.0 160.0 150.0 24 98.3 166.0 160.0 150.0 24 24.8 53.9 07.0 160.0 30 160.0 15D.0 160.0 1600 30 77.1 160.0 160.0 160.0 30 19.9 43.1 70.1 150.0 S 36 150.0 160.0 160 D 150.0 36 64.2 139.6 160.0 150.0 36 16.5 35.9 68.4 150.0 42 60.0 160.0 150.0 150.0 2 58.0 119.6 160.0 150.0 42 30.8 50.0 128.5 48 604i18" 150.0 150.0 150.0 150.0 48 84" 4B.2 104.6 160.0 160.0 48 132" 27.0 43.8 112.6 54 150.0 150.0 150.0 150.0 64, 42.0 93.0 150.0 150.0 54 24.0 38.9 100.0 •3] 80 160.0 150.0 160.0 150.0 50 38.5 83.7 136.9 160.0 80 21.6 36.0 90.0 ® v o 88 147.7 160.0 160.0 150.0 66 35.0 76.1 123A 160.0 Be - 19.6 31.8 81.8 y 72 135.3 150.0 60.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0 C `a 78 124.9 .150.0 150.0 150.0 7B 20.6 64A 104.6 160.0 78 - 18.8 20.9 09.2 18 150.0 160.0 160.0 t60.0 1B 06.0 150.0 150.0 150.0 18 26.6 65.4 59.0 150.0 24 150.0 150.0 160.0 160.0 24 - 64.6 140.1 150.0 160.0 24 19.1 41.6 67.5 150.0 30 160.0 160.0 - 150.0 150.0 30 61.6 12.1 160.0 180.0 30 16.3 33.2 54.0 138.6 < e 36 150.0 150.0 150.0 150.0 38 43.0 93A 160.0 160.0 36 27.7 45.0 116.5 42 150.0 160.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.6 99.0 48 57" 150.0 150.0 160.0 150.0 48 86" 32.3 70.1 173.E 150.0 48 144 20.8 33.7 86.8 54 137.0 150.0 150.0 160.0 64 28.7 62.3 1012 160.0 54 10.5 30.0 77.0 60 123.3 160.0 150 .0 150.0 60 26.8 50.1 91.1 160.0 60 18B 27.0 88.3 88 112.1 150.0 160.0 150.0 88 23.5 61.0 82.8 160.0 68 15.1 24.5 63.0 72 102.8 150.0 150.0 150.0 72 21.5 40.7 75.9 150.0 72 - - 22.5 67.8 e n 8 94.E 150. 160.0 0.0 78 19.9 43.1 70.0 160.0 7 - - 20.E .3 18 150.0 160.0 160.0 i60.0 18 00 4 31.2 150.0 6 18 22.E 49.0 79.0 150.0 ( i 24 1500 160.0 160.0 150.0 24 45.3 98A 150.0 160.0 24 16.9 38.7 59.7 150.0 $D 150.0 150.0 150.0 160.0 30 38.9 70.7 127.9 160.D 30 29A 47.7 122.E 38 150.0 150.0 160.0 150.0 38 302 05.0 1(l0.0 150.0 38 24.5 $9.8 1022 42 130.5 150.0 150.0 150.0 42 25.0 66.2 91.4 150.0 42 21.0 34.1 87.E 48 63" 114.2 1 150.0 1 160.0 1 150.0 46 108" 22.7 49.2 79.0 160.0 40 160 t8.4 29.8 76.6 64 101.5 150.0 150.0 161.0 54 20.1 43.7 71.1 150.0 64 '16.3 26.6 68.1 V. 80 91.3 160.0 150.0 150.0 80 10.1 39.4 84.0 160.0 80 •23.9 81.3 1 } y 88 83.0 150.0 160.0 150.0 85 18.5 36.8 1 1 147.0 58 21.7 55.7 d 72 78.1 142.4 160.0 160.0 72 16.1 32.E 63.3 134.E 72 19.0 81.1 78 I 70.2 131.4 160.0 7611 30.3 49 2 124. 8 18.4 47.2 -NOB7DN1Al YIALpN '., ...Rfit TYPICAL MULLION A?ReNGEMENfS �� P wlDrcia �� YSLLON z ARCHIS mml+f%rBetI�GUWi swE �, ;,;,•�•••-••LL:'O.il�" �D�•T � u•T 3a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCFROVISEu mepOiWxiWOuFImIN �� VERTICALLY OR HORIZONTALLY. 9mel�eaa� _ aQ QQ p '• (INTERPOIATION BETWEEN WIDTHS ALLOWED) OO new °1v0 N0 /J CCJ��" M ti W1 4 w2 6ral�tlr�i-iWub Oonliol . WI W2 MULLION SPAN WIDTH (w) = 2 •.�;�:>: �:''F a�cr ' :• 3 GLAZING PROWCf t� �a1 - MIN. EDGE DIST. 2-3/16• CONCRETE OR 4' IS TWCW15 -0/4' UKLMeTo 6/7 �MA54�IN/ u i SZE C tt 2x2xt e• I I I r--------------� M BucK r y �tx nannc am t ALUM � a ' t i i 33//.44- MIN. t t 'O' 17 5 t�T� ANCHORS TYPE (INTO BLOCK) t !A' ma w ANCHORS TYPE V (INTO CONCRETE) SNUG ALL CLIPS AND ANGLES i0 FR 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK V INTO TUBE MUWONS. FL TAPCONS MAY BE HEX OR AT HEAD. 1'%4' @ 2'x4' MULL q e` i MIN. EDGE DIST. 2-3116" CONCRETE OR i - ` &)CII 1 2 % 1 e• AIUU 4 HOLLOW EL K s/NC 7M IV TAPWRs I-3/4• U& 2 Wf01AMON6' 1-s/4. 1514 TYBFD Nf0 ER AM= 2 POI C8 (1 ON F/rCt NNC) 1 PFR AtGI[ �y ¢d t I • • I '• "' •' "' ALL CUPS AND ANGLES TO fIT SNUG AL1EBIWF AN*= LaG M KID TUBE MULLIONS. TAPCONS MAY BE HE% OR TUT HEAD a ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD li i i i twao e+tiC�c h tx FLOM= am I i +-1/T YVA tv0 015- TUP o s a/te' OlOCP9 4 PM CIP (2 ex FACT KiM) t-1/2' MN. e°0°2 P�FR�AKC�[- ANCHORS TYPE 'C' (INTO BLOCK) CUP wow BUCK I ANCHORS (TYPE 'B' 4 ANCHORS INTO WOOD ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK PRODUCrRGYNSBD " �; � 4 008�08 w n�aon�aw'� d 1T MIN. Eod Di5r. 2- 16" CONCRETE OR lml;sr -wom Wto u4so17m• 4 HOLLOW 2 PENS P f. Pa WHO BIC(K ,3 A 1 �NS • WIN. FIX MOLE A - FIN cLv ANCHORS TYPE 'C' (INTO BLOCK_ ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK WERM= LUL p " MIN, EDGE OIST. 2-3/16.CONCRETE OR 4- iqL ON M )CK 6/IW Upcoo 1-3/V Lill � = 31e 4 PEA OLP (2 m .40) 1�^- UN. E. '.12"PPOR 0-7ANCLE IN R-5 z L! O� OR 1 •C000 aLm zmG w �51 MIN. 04 1 1/4' OR MIN ANCHORS TYPE V (INTO BLOCK) ANCHOR TYPE V (INTO CONCRETE 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1W & 2mx4* MULL CDMMIM W cam 1 II FALL cups AND ANGLES TO ni sNuo TUBE MULLIONS. TAPOONIS MAY BE HEX OR "T HEAD. v OR ANGLES CONNECTED DIREFY TO MASONRY TD BE PROTECTED WITH ALKALI -RESISTANT COATINGS, TNA RYATE ;SUCH.AS BITUMINOUS PAINT OR WATER-WrrE LACQUER. -Wy- I VXMI AMSOKIFV AlMt MIN. EDGE Disr. MIN. EDGE DIST. CLIP LENGTH HN:� CLIP LENGTH YA .0 75 75 ANCHORS TYPE 'E' (INTO BLOCK 5 11/ir FAL� UPS ANO ANGLES To "T 'H' I INTO TUBE MULLIONS. ANCHORS TWE 'E' (INTO BLQCK TAPCON3 MAY BE lay K" IIAT��HEID. ANCHORS E (INTO CONC13EIE AS; SITUMINWS FAINT OR AKHOM INTO CONCREIE . BLOCK WITH AXALI-RESISTANT COATINGS� SUCH 0 EDGE DISL CONCRETE OR Lqro mgm N4 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WKM UEFHACRYLATE LACQUER. MIN. EDGE DIST. A e 2-3/lCONCRETE OR f 14 S" V—C—� --L---I=---- % 812 FX S*. VM I/W mac Am CWREL I U�lmm OM MaWN wM.m 1-3 3/14: XX r X z C., To Fff SM adw Im ANCHORS TYPE 'I METAL To METAL CONNECTION USE OMITS FOR ANCHOR TYPE T TO VERIFY CAPACITY OF CONNECTION vrtnnlurrMrvlsrtn ALL CUPS AND ANGLES TO FIT SNUG INTO -TUBE MULUONS. TAPS MAY BE HD OR RAT H: \z Q. Ell w ��..,. $ ® ,�.... � $ § ) .!■,�. _w_LLJON _ st.,!■! ,B2■ „ k $ a ` e� ...■ All ` | -■■,■& � t | ■■■■■k E 2 $ ■ / | s Zia aa _t�; LWJ � \ ■ |§g�/ �§) I �, 2�® 2,, ee.a,v §)�k§|{% 2'co , | ®% .�,.■ , !§}� ©0 °■® 7 ----.e s&§� ...m.s ,ael.!■ � !� . § §• 72 /�/\k ® D 00 ,.�.,. m , a / | T § § | § § LA WS ON mLEY k_ _N�.(305)6 _ __ _oUALWYAY_ __ AND _S__ AL_ TUBE __ Cl&4_- DESIGN -_ _ _ _ -- MIAMI•DADE ' IIIAl1II—DADE COUNTY B PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805-SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)'. This NOA shall not be valid after the expiration date stated below. The Miatni-Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material, within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH 7700 (Flange Frame)" Aluminum Single Bung Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09, with revision `B" dated 08/11114, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or, if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of'this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tennination and removal of NOA.' ADVERTISEMENT: The NOA number preceded by the words. Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided . to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.12-0127.16 and consists* of this page 1 and evidence pages E--1, E-,2 and F,3, as well as approval document mentioned above. The submitted docuientation was reviewed by Jaime D. Gascon, P. E. NOA No.14-0908.10 MIAMI•DADE COUNTY � Expiration Date: December 27, 2016 Approval Date: November 06; 2014 to 3�tr Page i RAN DALL E® STOFFT ARC'S IM-Cp'sy PA AA#Q03379 ' APPROVED AR#0011105 ®APPROVED AS CORRECTED ® REVISE & RESUBMIT REJECTED This re'rev •'s_ cnly for Ej general conformance with the design concept of the pry ect s ti B^,ert comp sanca with the information given in the contract Y"ion3 or illy' rEW8, i do rt@t r Ig,. CfJmmentS made on the Shop draV'!1, during .. e -ve the contractor from Vs during f° Nls,:s anu see Ak. compliance wiih the rE irk a; W �•;� " c,'lc� cos. Approval of a specific itorri shall not _ r' OV" oS 3, a3SeT` haiJw is rest of which tlla item is a component. Con- ponsro(e for: Dimensions to ba confirmed and conelated at the job site; Infan at on at the meanspertains solely to the fabrication process lion: , methods, techniques, sequence; and Procedas or to in a coo �inGdon of tha work onsort_ safe and satisfactory manner. of all other tr"•des: ures of cand for performing all work DATE; ®� BY: I i MIAMUDADE 1•fIA11•II—DADE"COUNTY 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I 1805 Sw 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy. Lawson Industries, Inc. 8501 NW 90 Street i Medley, FL 33166 SCOPE: This NOA is being issued under the applicable piles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)'. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control I Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material, within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09, with revision `B" dated 08111/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of.this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this, entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.16 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.14-0908.10 MIAMi DADS GOUNTY Expiration Date: December 27, 2016 Approval FIL PI TmbC�Iupy, O Er-, ; Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Stibtt:itted-iiitder pervious NOA No. 09-0706.09) 2. Drawing No. L77004901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated "B" dated i 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 I 2) Cyclic Wind Pressure Loading per FBC, TAS 203--94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 94 along with marked —up drawings and installation diagram of .an aluminum single hung fin window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No.'s HETI-092530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P. E. (Submitted tender perviorts NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 94 along with marked —up drawings and installation diagram of an al u=`n u - single hung fin window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No.'s HE, TI-08-2003 C, HETI-08 2004 A, HE, TI-08-2060 A, HET"8 2060 B, HETI- 08 2061. A, HETI-08-2061 B, HETI-08 2062 A, HETI-08-2062 B, HETI-08 2063A, HETI-08 2063B, HETI-08-2064A and HETI-08 2064B, dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Submitted under NOANo. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--2987 and FTL-2986; dated 04/03/01 and 03/27/01, all signed and sealed by Lois Antonio Figueredo, P. E. (Subfttitted utt(ler previorts NOA No. 01-1009.01) Jaime D. Gas oc n, P. E. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on OIll 8/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted underprevious NOA No. 11-0705. 09.) 2. ' Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. ' Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas 12 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. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex UP Composite Glass Inteilayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5" 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 corder previous NOA No.12-0127.16) 4. Statement letter of no financial interest, dated 05/28/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15--27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 11-0705.09) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 E -- 2 i Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports . No.'s HETI 09 2530 A and HETI--09 2530B, issued .by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 09-0706. 09) 7. Laboratory compliance letter for all Test Reports No.'s HETI 08 2003 C, HETI-082004 A, HETI-08 2060 A, HETI-08-2060 B, HETI-08 2061 A, . HETI--08 2061 B, HETI-08 2062 A, HETI-08-2062 B, HETI-08 2063A, HETI-082063B, HETI-08-2064A and HETI-08 2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed` and sealed by Luis Antonio Figueredo, P. E. (Subrnitted under previous NOA No. 01-0466.08) G. OTHERS 1. Notice of Acceptance No. 12-0127.16, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame) Aluminum Single Hung Window — L.M.I.", approved on 03/29/12 and expiring on 12/27/16. Jaime A Gascon, P. E. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27, 2016 j Approval Date: November 06, 2014. E-3 i VWBW FLANYE iRA1¢ v,IByIN. A NAx Rc. Q Q MA, °U4J 9/IB`!i I ' JNg'I_ P S �� 'I S tl� j i AT NEETINO j RAR� NA%. ayy NRXOV NEEBING RAILS,' T �i B i 4 MAX. VINDTV BUIX ..H 4B" x 78" EQUAL LITE ELEVATION ,�• INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 6) G3.124• SGIP.`W VINDBV FUNGE FNAI¢ Vieill /NSTALUTIAT ANOgAP VINeI1V fLAtGE FRAM[ VIBTN INSTALLATIBN ANCfBRS' W A MAK AF FIGNC NEAR 0) 4 NAX. AT FRANE NUB GIB/ 4'II��..,, LD N(PY PER FRANE SILL A ]/1• I^ 1. NONE PFR FRANE SILL AI R) iMNE JANBS tSEE S)IEE! 1A) A NN,(L O.C. G• EO FR .. JAMBS (SEE LQYT'A4) B. R n�4 'u a2g b4 1-x s _ 4 M�ET7NGBOkAi "' ti'N EIINFi RARE NAK HELOV MEETING Rnil 4,U% lYLi��I81i 'y+ _ ✓✓�/ __ _SiT.tcY : _ it D n` ALL GARNERS)_ , -IRCTINAX. DIGAAiL ABOVE 4B w a ��IAa'F D_L.O.�VIi If.� '•l14A "fijiq- W ni 65 1i. B6 •ram-41• I�MIL' ,NECT�eNlTi ____ /71/ C' --.T. L MT. FALSE. DILONIAL `J .[Now ARE MPLIED V/ V/ SILICONE VIN11UtlC vIbTN AVAILABLE AS ANH ARE OPiNMAI. V:HOBv 8VIX VIBTN UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION (MAIITFD TO LOADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON SHEET 4 OF 6) SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME - 1.) THIS WINDOW SYSTEM 13 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLAi:B.a ANGOR9 YEIACITY HVfI2 AND ASTM 1300-02, THIS PRODUCT IS IMPACT RESISTANT, u) s Nhx AT FORS, ( ) 01 NBME PER FRANE SILL (SIIUTTER3 NOT RCQUIRED) .1 FRANE .Vies CSEE GNEET An 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS G• MICAL A' OF 20L4 F.B.C- Be TO BE REVIEWED BY BUILDING OFFICIAL L CORNET 3.) ANCHORS SHOWN ABOVE ARE AS FEE TEST UNITS. ANCHORS ON ALIL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER(O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DIIAWINC'S ARE TO HE 9 8/8' ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL r" F 6J WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS Y ! TYPES TARUTATFLD HEREIN (SEE SHEET g3). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SB;R SKEET e3). n A= 4' tArtT'Ei eJ SEE SHEET 3 IFOR LOCK DETAILS &OPTIONS. 3 gyy4 7') SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. R + L 8.) FOR OPTIONAII FRAME. INSTALLATION DETAILS SEE SHEET 3. D.) EXT. & INT. 1,ALSR COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE fC.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED NESTING RAI (Sy OTHERS).(PRIOR TO WINDOW INSTALLATION. (SEE SHEET 02 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 20I4 FBC CHAPTER 24. SECTION 11.3.3.3. B• 11.) APPROVAL APPLLES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. - NA'x'--" l2.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE. COUNTY APPROVED ) WINDOWS USING A MIAMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT. A INT. FALSE COLONIAL-- BUT TILE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY MUNTINS ARE AVR.IED W/ TO THE. ENTIRE MULLED SYSTEM. V/ SILICONE "DARE 13.) SEE SHEET 013 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. AVAILABLE AS OPTIONAL VINBBV FLANGE FRANE VISTA EQUAL31l HNCK VIBTN ( LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 6) 'RODUCTREVISEO . �auvplYB wIOI IHn 1118114e uUAIBeCc 1a IAigrvaNu��_,� iy_o. G :uE NlA, iorA�oS"�i co vbt'>> 1/4' TAPCOM W/ :1 I/4'_7 MIN. EMBEDMENT INTO COME ALL 0 RUCK S ENGINEERED SEPARATELY — 'tSEE ELEVATION IAT SHEET I To BE RE IEVED BY BLDG. OFFICIAL (rYP,) To BE RE FOR MAX. FASTENER SPACING) —P.T V 3 BUCK NOT BY LAWSON IND. MIN. "UST SUSTAIN IMPOSED LOADS 4, E%TERIm GRADE PERIMETER CAULKING BEDDING COMPOUND GLASS INTERIOR NEeTINe MILS 18 EXTERIOR EXT. GRADE O CAULK 0/ A, 014 S.H& W/ 1 1/4' MIN. EMSE11HENT INTO YOM (SCE ELEVATION AT SHEET 01 FOR MAX FASTENER SPACING) 'E 014 SH.. W/ I t/4' NUL EMBEDMENT INTO VCaD, (SEE ELEVATION AT 4110ET Ot FOR MX FASTENER SPACING) —7:1 EXT. GFAOE CAULK --\ %X. ME LAN NATEO GLASS ..—RT. YOU. DUCKS 0, :SIVE INTERIOR 20.y.N/4' TAPCGN V/ 1 1/4' T 19 LN EHBEDMUNT INTO CCNC� 4. (SEEFOR ELEVATION AT SHEET 01 FASTENER SPACING) 12 O EXTERIOR EXTERUR GRADE PE IMETER CAULKING WINDOW INSTALLATION NOTES o L THE WINDOW FRAME FLANGE I(] BE BACK -BEDDED W/ AN EXT, GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER Ur FLANGE DOW 13Y WIN INSTALLER (TYP,) 2. THE EXPOSED E T, PERIMETER OF THE YiNuov rNAmc To BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS TYR) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE: BUCK OR I.C.1 IS LESS THAN 1/8% SHOTS ARE NOT REQUIRED. ANCHORS TO It 012 S14S OR VD. SCREWS INTO WOOD OR 1/4' TAPCUNS or APPROVED CONC. FASTENERS INTO EUNC., A M N114UH OF 1 114' PENETRATION INTO WOOD ORR WITH I CONC.(REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR OUANTITI ES REQUIRED) E a LAMINATED GLASS COMPOSITION - TYPE 2 nRu c1Ass DEscR➢•n� ...._ _ _ � Dnw. '1' 1-7 LAMINATED GLASS COMPOSITION - TYPE 3 I'lml EIABB ➢DSCAU•IIOX DnA6 IAIB)Ut8 DlSC11@iION 1 LM• a➢D:AIr.B GAsx swrrrrBus rLLm >,,,N,.v:Av.AvvuA`».Arµ.• EXTERIOR 3. T{40 (2) LOCKS ARE REQUIRED PER EACH VENT. a ve• u«LALLo GLASS O .. _ _ ➢.,.I . > :r�•:'.':�:i< _:.(?nT' 4.FyiViM. E%T. GRAIE PERIN[TER CAVIKIAG NDI tt y tNwSTRIEi• TO DE APPL2D BY OfMERS - TYPEAMB (iYPJ � CL J. DnAD. TWmlAT6 n u16n1➢N �a J nu(m OVER NATAL LAIN NAMED fi r /' DBTAGTL PVn L%TER) R LR.g11E W-YVDnn 4NEA1HING �F 10 BE SIBY CT <[%RIt FR.HBY OTHERD DR GG xor ar uvsml WwnWEs, LNG 1700D FRAME INSTALLATIO,;N,_I:TA(L TYPE 6 DnA6 fA1DIDSD OB6nDIPnON ALUMINUM MULLION �( BDTAGLL PVB SEE HIRTH APPROVALS FOR 0 12 X 3/4' S.DS. SEE UULUON APPROVALS FOR Br 'DL'FWU• INLUDN TME, SIZE AND TL\If. FLAT TREAD, PHILLIPS LIUILgN iME. SIZE ANO lA%. DESIGN PRESSURE UNDATIONS. (SEE ELEVATION AND DESIGN PRESSURE ULIRAilONS. (ALUM. 0.078- LUN THICK) DP TABLES FOR DUANTITY INTERIOR NOTE. THE LOWER PRESSURES OF SINGLE SHAH NOTE: THE LOWER PRE OF AND FASTENER SPACING) t/V MAK. HUNC WlINWW Oft MULL SHALL GOVERN - SHIM HUNG PNACO4Y OR NULL SHALL GOVERN pp INTERIOR I S SEEREL-D.SFOR SPACINOL IAMINATED GLASS COMPOSITION IftlV 1 R cW9 ➢DSIR➢110N 1/D'NWEALE➢0.ASS _ EDSD' NNIE. DREIAAYCR . _ -�� SAICIWL BPTIEM4 DBV CBRNING a.SGRRE-NwnITYh IS— SPEErwy a IHG DEPfH 014 SH.S V/ 1 1/4• HIM. EMBEDMENT 1NT0 MOOD 26 (SEE ELEVATION AT SHEET NI FOR FLAY FASTENER SPACING) Sai So cC INTERIOR 6 6 .N NIQR 'mT BY LAVISH WM121RIES. I ING N ... Y•. ::... ......._— TIT QNDE BACK EDEDD V25 2 { 0 VYHfR R II—E BY E% ex ? WSTALLER qMJ $ m _.. ................ 3 f amt. LOCK (LATCH AND SW�I P) OPTIONS` Bx DINERS (M. 1 i/V rIIN, _ 1. BOTH CK EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE L l'RBE6R'cRT- OC[L4 ARE QUALIFIED FOR USE ON ALL WINDOWS. 2- BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED Z'a,'`� µwr, •v�Nam,,, �� FOR USE ON ALL WINDOWS. 11 �� cal 1 II V _ III NOTE: 1. ALL STEEL IN CONTACT WITHlZ_ NITAL AWN. TO BE PAINTED OR PLATEL____2.Al"RtUFCIURE36NEI MN. Di(STEEL IS GA MIN. W4K - 0.0PERIMETER --WINDOW FRAME D)ALUTAIHUU: 8063-T6 MIX E2SFAVl,EXTERIOR (ALULL D.0T8• NIH. THICK)PERIMETER CAULKINGDETAIL INSULATED LAMINATED �,: NV 1'IIODUCI'RF:VISOD NtOmp1YWR\YIDIGw Flnrid3 D IQIDgCaIC � � •( g.WIly1PILDDiL'� �'� �.1 /�.. �i: ./�lopL r.i�(•']vti`L,.._.... ..� GLASS COMPOSITION TYPE T 1 IF®I ctA59 D85RgMIIDN ® D �• R.. 11 41WlAR OT6CDR•[IOH SAIW% Nl Br •sQw 1 UD• AwrtALco ugss Y DDSD• PLAStIE INSERLATER (Q ] A 3 1Y0• AMRAL[➢ GLASS 1/%' WSLLATEDI AIR SPA[f 1/e' A M[D-GLASS .,._.__,-. _ _ '� -' ��-- "- eRW W W N t0 C Nw o N m W m m m N f 0 N j �NV� N t 0� NmNVO Nm NV NN �C m VIN m N-1 �{ m w m O 2 O 2 J J J J V W W W W W W O m K) O f0 d= I=_fl � f` m a y � o b� o 0 o mi •{ O m m m m U N (NT ITN 4 n fTN[NT tNi� I yl > n b a n D� u a °s3 m m m m �3 xn m m m m a0 o Q. v,m m Oo 000000000000 O 00 0 m m m. w 000 00 m m m m m o O O 000 0 0000'O'O1 OOOAN 0 0 Coco WmW •'1 `�Imw ww'wm 000;000 G OIOOO m Gj0000000000000b0000000 w w m m m w 000000 w m w m m m 000000 m m m m�mm 00o Oi0opW •'1 G 'm c m v Ll 2 Ob0 J m m m �000 m m m m m oo0000000oo m m m m m m m m m oo oa oo m A N�+,�Smiw O JI O m oIo o0000000 000ooloow��F O 0 I � E E \ E13, 0 GEID .W„'A'mN m H fT N 2S`°-•pp��`�"mNVWN�mN��,-mH.wi�„mravmNB m m mNn ifn m m�n mNifn mlNi. {�i, m [nS� = m�mNaaaapmE{oQSSumP mo�+o m�fommbb"dbu�f'mi me�wml�m=� o SnfnSn29t9 wf NUNramamm y D � a o o b a b b oio 0b 61.bo b a m�S��SSSo8�€0000,00Soo b b o b o o b b b b b b oio b b ob b;o b 0 0 0 o ip b bb o b b o o o b 6 b o b b b b o o bolo u i � W . So m0'O OTT ,S' „�,n00�0 OO�� OO�� OOOSO�00g0 mw OO11 ppss OOff �10 �OOOeOO mw ppj OO11 A� ♦Qi c � t•! oS o b $iS, bib S b 10 oio b bib bo e$oSS000Smomoc.moo�,oma.Ny�oo b o b b'o b o o b o o oIo f m .00. aS„ $SSa 000�o�S00000S0000SSoQlom� I 0 +iaoo� oo SS,€'aoo b000 bo 00 o d $o o,$'o oob opop oob000bbbbbo o� oS000$ So��o�.z� 000mbo � 17 3`; • ,p3 `,`J^LAWSON 8501 N.W. 90 S7. •°`"0a �O �"` •/ 30ta rec PEON... 333166 i$225 " pN No. (305) 06) 69 696-8660 �• QF MANUFACTURER OF QUALITY ALUMINUM WINDOWS AIM CUSS DOORS E OF SERIES 7700 SINGLE HUNG FL4NGE FRAME IMPACT WINDOW '^"^' °Y' N. Erazo °ob ^""'�• aeAfrya DESIGN PRESSURE CHARTS, k CONFIGURATION OPTIONS • zJM:. z ' �`+'� ., .gyp qq' TY•`•. f"^ 9 r..+.:.f w...+, N.w,n a.�+v w..w.., 17700-0901 a o➢ 6 wM.h I. FRAME READ FIXED MEETING RAIL i�-7701 L-7704 r O L/ ® ta94—I FRAME TOP CORNER _ (G .944 2'Ba L5I01 FRAME SILL FRAME. JAMB L-7702 L-7703 I . -n uxanw ) O(OOM-T° LLw1aV1° I I O I—�1i59� ua 21]) R42 5w� •a5 --aaz At� _II_A51 - VENT INTERLOCK RAIL VENT 5( n __) BOTTOM RAIL , VENT JAMB RAIL wjf='� O L-77UL-7707 OS O (°0°'-T0 A'u°M1°) O (emi-m uwmw) n FRAME BOTTOM CORNER \ O VENT TOP CORNER °2 L.�1Vu 2A0D eez - I • FWL 7GTiLIDEBNL GLAZING BEAD VENT SPRING IATCfI GLAZING BEAD GLAZING BEAD L-7539 L^7700 L-7714 1. 420h — —.°s2 (eaea-re uulaxw) (ea°a-1° uwtvw 1 (a°°a-ra F1'mxuu -ir B eaD Lau 49. L 4 wn nonaa A& a� VENT BOTTOM CORNF, — ( °o°a r° atwmw) ER.AMF &�$$�RNP:R DETATGS BILL OF MATERIALS PARTA REQD. DESCRIPTION REMARKS L-7E01 1 FIN FRAME HEAD 6063-T6 ALUMINUM L-7002 I FIN FRAME SILL 6063-T6 ALUMINUM Fa L-'7003 2 FIN FRAME JAMB 6063-T6 ALUMINUM L-7704 I FRAME FIXED MEETING RAI 6063-T6 ALUMINUML-7705 I VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM _ L-7706 1 VENT RAIL6063-T6 ALU41NUM ' 7 L-7707 2 y _BOTTOM _(LATCH) VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 L-7708 AS REQ'D. GLAZING BEAD ( 3/8;) G063-T5 ALUMINUM 9 FS-806 AS REQ'D. FRAME ASSEMBLY SCREWS 08 X 3/4' PJL PHILLIPS 10 FS-040 AS READ. INSTAI.L_A_TIII_N SCR_E_V_S_ 8l4_X 1 1/4' F.H./PHIL 11 L-7531 AS REO'D. _ _ BULB VINYL WTS'P I/4' Bit, BULB 113033 12 PWS-003 AS REQ'A FIN SEAL WEATHERSTRIP .187'x.230- 13 PWS-005 AS REWR FIN SEAL WEATHERSTRIP .187'x.350' ' 14 PVS-009 AS REO'D. FIN SEAL WEATHERSTRIP J87'x.31G' 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 11/2' l6 L-7711 AS REQ'➢. GLAZING BEAD/ INSULATED 6063-TS ALUMINUM 17 L-4204 AS REQ'D, GLAZING HEAD - RADIUS 6063-TS ALUMINUM 10 L-7723 l SASH BALANCE CAM/GUIDE (2 X VENT> 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRANE> 20 L-7727 2 BLOCK 6 TACKL F. HAI.AN(:E BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-TS ALUMINUM 22 L-7523 1X LATCH VENT LATCH SPRING STAINLESS STEEL 23 r AS REO'D. GLAZING SILICONE SEE GLA2IMG 0 SHT, 3 24 • 2 L—b ted Glass SEE GLAZING DETAILS 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON'' 27__ 2 FRAME SILL FOAM GASKET SELF-ADHESIVE _ 28 __■ KC-026-1 1 SCREEN FRAME 6 MESH - 29 L-7730 1 PRODUCT LABEL 30 • ■ ■ ■ 31ISM-5504 AS RF.O'D. JOINT SEALANT SM-5504 32 1 n AS REO'D.1 PERIMETER ACRYLIC CAULK I OSI FBI YSEAMSEAL ,0, MIAMI.DADE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www,min midade.8av/econorn - Lawson Industries, Inc. 8501 NW 90"' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Seizes "La Porte" 8'4" Outswing Glazed Aluminum French Doors — L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami —Dade County.Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse.of this�NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words, Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.124127.23 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 1f"T'$-tY'Y41Pods 4 } • NOA No. 13-0328.11 Expiration Date: June OS; 2018 Approval Date: June 06, 2013 Page 1 NDALL Ea STOFFT ARC, HITECTS� PjL 379 AR#0011105 APPROVED ® REVISE & RESUBMIT ® APPROVED AS CORRECTED ® REJECTED This reviaw k, only for general conformance writh the design concept of the prof ct and g.Tjg'FEI Cor.;ctt«nre w th the information given in the c ontmct d �'t.M rtt ?r : ? CCs r 3riis frsde i;,:, rv;.l��r, r' on Jio ,,hop drawings duringE o ri c: i t e 2J r>Ar kin compliance with the regjIe- . • , r..:,.. �:=3 !7J ,,,�.�, udJn3. , t�p(G`J21 Of a Specific I'r8m shall Ifit r. i^:_ c , U'iei Gr e Bi ibiY Cf which the itam is r cornprjr,, ord. Con-Con- c, r is s atsi to or. 0 rrensions to be contrrmd and corrL�tatad at the ;,ratio;1 titWt pa:Eai's solely to the fabrication processes or to f e recns, n=roils, techniques, sequences and procedures of construc- tion: coordination a` 1111a work of all other trades: and for performing all work in a safe and satisfavio -manner. � T, I MIAMI- E MIAMI—DADE COUNTY, FLORIDA LIKKAW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 208 • BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) Wnvw.miamidsde.Qov/economy Lawson Industries, Inc. 8501 NW 90"' Street Medley, FL 33166 - SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami --Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 81-0" Outswing Glazed Aluminum French Doors — L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte —Impact French Out --Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami —Dade County_Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there -has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its j distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.12-0127.23 and consists of this page t and evidence pages E--1, E-2 and E 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 �� t�3 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.114202.03) 2. Drawing No. FD 2003, titled -"La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E. j 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 NOA No.11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09 2623, HETI-09 2645, HETI-09 2624 and HETI-09 2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10--0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 94 2) Unifoi7m 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, HE, TI-04-1896 A, HE, TI-04-1896 B and HETI 04-1377, issued on 03/08/04 and 03112/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02 TO95 and HETI 02--T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted -under NOA No. 03-0219, 01) Jaime D. Gascon, . E. Product Control Section Supervisor NOA No.13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-1 i Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202--94 4) Large Missile impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TASr202-94 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, HE, TI-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 un der NOA No. 03 0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Subittitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E130098/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@) PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No.12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 63/28/13, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2 97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12-0127.23) I 4/% Jaime D. Gascon, P.E. Product Control Section Supervisor NOA No.13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cowmum) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No.11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11 3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09 2623, HETI- 09-2645, HETI-09 2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted rit:der NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-041897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HE'TI-02—T095, HETI-02—T090, HETI-02-12531 11]ETI-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 03/08104, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. OS 1116.06) G. OTHERS 1. Notice of Acceptance No. 124127.23, issued to Lawson Industries, Inc. for their Series ."La Porte 81-0" Outswing Aluminum French Doors — L.M.I.", approved on 04/05/12 and expiring on 06/05/13. Jaime D. Gaseon, P. E. 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OETAIL 093M SAW TA"CON W INTERIOR SIDE LOCK STILE ftt" 17 rT I I kt)M=OR SIDE "Ono @ ! ll sj UNIT WIDTH (TYR) ANCHOR 1101M, 1, SEE ELEVATOR AT SHEET 1 01 1 IM ANCHOR O.C. VAX. SPACING AND LOCATIONS. 2. FASTENERS A&&V 4C&6 -FOR 04STALLATION r1n.. REINMID T� AeUvR rm Image 6. ACU" ON INTSOM MOT , . -_C/Ull : 12 OPTIONAL SILL IN OPTIONAL BOLT 0 BOTTOM an C SEE DETAIL M FOR KOXIMITING LCIAT U16. T� W M,"J"I'S OR SPACIHO) TWO-POT MULTI -POINT FINSH 13OLT s, 9-1 FLAT SILL 2 WOI.Da-*7*PSr �*`MFV TWO -POINT LOCKLIMITATIONS. MICIRS 9 SIDEUVES WITH THIS SILL TO SE " 1/1 NAY FRANS H,IQjj. 1). VAX UP - *86 PEP W/ (4) A. I IC. THIS TYPE Or SILL Is LIMITED TO v- 760 ..r visiGm I. A. gg.111 USIM WIll" WATER WILOMMIN IS MM REVARED OR THE A, IS.."I.ToT WITH AN S.,.DE. ",L,. OR ROOF GREAT-A I— OR C 1. 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AT SNECT . ] R' 6 ®Wlrc p�jl@ Q I § .l 669t3„ ® /]]F��M AAmir1DUL NOTES AND LNTAMONS �••..-',�;, Rnl.bn NDI.MM �l d W S Ol V slid d ,`7'''.. '. �:•;�(;+'•. ea IR .IA•PV'• 1TKtOO1 -11 01 Oa awl IOI 9Ou SL g y. d to —ply . Tectaot ! e1a.A vN• n¢ O/�nO _ y;. / MEDLEY. FLORM 33166 SiFA Ri Sl AR! L 1 .UW Ct.o O1/21 to (SO8) 896-868) At.Aa Null -Toot L k 01/27/11 MAintl. tRR l0.1 Ta w - M/MIIACtO.W N OD,LT' AWtl7A'RY gADOp ,AD C�IaS MOtr D 6/1.• ¢¢ Z1Y i.I- lY TTI D: wd b OPmTV ./ 2010 PEC Optional Multi —Point I ocka y. ¢¢ m /- u. o.n ) i; ^ "'� " �""' "� �• � •,.°... � .Ta; � !. : � - NmA AiMOrAI "�n7Atr rtANw oPP1 . a t 7TIONAL B6.0 MI UP) * " $, : . mN.,.s rA"t.A ro-POINT LOCK AewR Loa vA.wR Loa OINACTLYE-PANEL ', e : ;_; •,> N•l.t¢ Er•.D o1 aT 11 "l.a Porte" Impact" French Out -Swing Door )CH IBC -Ow ASHLIWD MIIS.IUCT9 ASNLANO .LIa110-STPAT. 1B FLUSH BOLT ON C-OD1 . •'�'��" NWOA BtwR 01 18 •I9.O p.I DP) ASNLAND .va2O1�-A! AS AIR C.Va20lA-P-DCI DATE A `A �DLa A�oI we1"• FO-20r,FfS h �)'r 03 w+r•u..s.r 11 I .-r MIAMI-DARE MIAAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mi8midn4t.gov/economl DAB Door Company, Inc. 12195 NW 981h Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) ,reserve the right to have this product.or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" w/ Window Lite Option (DP +48.0, -52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the.Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 414-0814.08 and consists of this page 1 and evidence pages 111. and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 Page 1 'RANDALL EN STOFFT AIRMITECT55 PJL 79 APADI1105 PROVED ® REVISE & RESUBMIT APPROVED AS CORRECTED ® REJECTED This rvvJT.Y g cn.!y for f snordl confixinancs with the design concept of the r�rC ZPA n ;:zrat cti + s wi tt:a ierxmzacn given in the contract cr nlcmnu-n trade en ti;€ shop drawings during r€1�i ^:� ;.^a?w with the fflr�Ure- ':: •^e fat:= Erb Gi a £?xt!!c Item shall not S 2 -Sw=i ci u ,icy 01 C:o Pant is a component. Con- j.7E:-!N 1, r^ �� ; s' E. Li m a,sicns to be co n iEr--d and correlated at the job v s, i:` l pc-rsfLts so;!.'y 0 ;ita fabrication processes or to bha rs�3„s, muss, tr�rques, sequens� and pr dures d construc- fe?LB: caordir L-on os t, ra =rk of all ad:sr trades: and for performing all ►York in a sab and satfa xy manner. DATE �� BY: MIAMDADE MIAAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW,26 Street, Room 208 ` DEPARTMENT OF REGULATORY, AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.miamidade.gov/economy DAB Door Company, Inc. 12195 NW 981. Avenue _y Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) xeserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.. DESCRIPTION: Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16`-2" w/ Window Lite Option (DP +48.0, -52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County.Product Control Approved'. is to be located on the door's side track, bottom angle,`or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done i in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0302.01 CExpiration Date: July 21, 2020 MIAM4DA UNIY App i'"o: LlrLM: A°pt 10 �y DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted underNOA # 11-04I4.13" 1. Test Report on Uniform Static Air Pressure Test, -Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., ReportNo. HETI-07-4267, dated 06/29/2007, signed and sealed byCandido F. Font, P.E. 2. Test Report on Large Missile Impact Test. per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing Inc., Report No. HETI-11-3206; dated 02/10/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-114101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0217.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003 signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No.'HETI 03-T078� dated 10/3112003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.08" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07124/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E-1 -q DAB Door Company; Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.01" 1.. Anchor verification calculations prepared by A]-Farooq Corporation, complying with F.B.0 2007, dated 04/0512011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01 " 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, 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.14-0311.08, issued to Insulfoam, LLC; for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on '11/29/2017. 3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No.10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D63 8 of "PVC Extrusion Material", prepared by . Hurricane Engineering & Testing Inc., Report No. HETI 04-T251,. dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion- material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted rrnderNOA # 14-0814.08" 1. Statement letter of code conformance to the 5'h edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. o¢ 1Gf 2a15 Carlos M. Utrera, P.E. Product Control Examiner NOA No, 15-0302.01 Expiration Date: July 21, 2020. Approval Date: April 23, 2015 E -2 7-1/2" % -t/4' X 18 Gd TOP FIXTURE 5-1/2• X 2-3/4' X 0.1'-�� GALV. STEEL CENTER HINGE •^"- PUSH NUT O W/ (4) 816 % $/8' SNS '�O STEEL PLATE WITH ONE 5/I6-IB M$ 5Y/ NUT OMIOt BE DOOR LEDVIEVIERAT ; `v -" FASTENED TO END SRI.E WITH TO BE JNSTALUO AT i IM .. WITHOUT fJE ON SUENE (SID.) j ` ANY CENTER STILE ( 1 ± (6) SHEET X 3/4' SELF DRILLING SCREWS O 7-1/2" X 3' % .071" GAIN. STEEL I p p �I SEE SHEET 4 FOR TOP BRACKET OPTIONS - - Z ,q END ROLLER HNCE i CENTER STILES A O W/ (6) g 14 % 5/B' SINS _t ... p p SEE SC STILES •A•...� WITHOUT DELRON SLEEVE (STD.) p F i WITH DELRON SLEEVE (OPTIONAL) '! i—._____ _ __ _ _ 7-1/2' X 2-L 9' x .07i' `. , ° r —'— -- _.....—_.-_.� C— rFFGAIN. Sl{ CENTER AGE ........iW/ (+)N14 xs/a' �Ms ) L� K `m �' .....— .... U-- --�I1V11H DEIFON SLEEVE 0f'TlOkdl �2 DOOR__........._._. ._.._......_ (_I L 0 q I �- A&ate CENTER HINGE ±1 SPRiNG LOADED SLIDE BOLT (BOTH SIDES) •) n v _. / — — ' _ . �. FASTENED W/ (d) g14 X 1/2' S.N.S. \ 9 ' •�....................... _ .... V ........, = Id CONFORMS TO SECTION 10tl0 HECAHOIAti .`. j l 17lt ( GARAGE DOORS ..... .. _ _.--i 1 .... .158 DIA. CAU". NRCNUTESTYPE, \ o \\ p ... • -) ....�. 'm <? TO GAHLA: & NICO-PRS SLEEVE - - -_ a \ --' _ =•-- 1V/ MIN. 5 TO 1 SAFETY FACTOR 7" X 3' % 0.1 r r / I'. m _... ,.... _ _- BI'EL PLATE_ - '��' YBM (d) p14 % 3/4' U p J p ._... _.._. ---- - - -- .... 7 ..... ': n : LJ wI I SELF DRILLING SCREVIS I.'.....�--:-::-.1 LI BRACKET BRACKET ;� STD. LIFT DOOR LOW HEADROOM ' l..z..................... ........................... l-.:`_ �......_..............._ I 1 _ I z m .. .. ..... ....... DOOR OPPON - _ ET__ Y _ _ _ ..:_ -' r ____ ...::... - _�f_L I — m O 1 TO - NOR i'Y or { NERNtI COI ST5 OF t OOORT 7-]/e' X 3-1/O' X AID" ``I'" OPTIONAL VENTS { OPTIONAL FLUSH FACE ..I I Do, STEEL PATE ' (3) S' WADE AT 7' O.C. MAX _ L .-.. A _.. O Z fi-G'_2._SECIIONS Ie'Ts sccllays ]I' WOOD GRAIN DESIGN WITH (4) 114 x 3/4' SOS I VPNG. AREA NOT TO EXCEED 120 50. IN. MAN. DUUR WrOTN - __... ..._. _ .._ _......_..._ .. ..-...,—..._ i 6'-9' it SF.GRON 1B' .l akLTNiM 21' - _ ........______.._...___.._............-"'�......_....._....___.__ �! m T 1{ SECRONS 21' - I. ib'-1• - ' 127 •.-,� J CENTER srILE ,DAD DOORS INC. a Ns rc,_e• s swnoxs_let, �,—,_. INSIDE ELEVATION - I Hurricane Masler2D Model 824 8T t n _ r-e•.:{ scmons le' T acTrox zr OUTSIDE '-ENO STILE RNSEO PANEL EMDOSSEO DOOR B' sJ SECTIONS 19' 2 SFCIIDYS 31' HANDLE MO%. Si..S1B 2 X 16 0 High EcnolJs. Le'_p_¢Ecnpns_xr " th Window Lit. OPG.n ....... ; ... , t IRta X 3/4' $ELF DRILL SCREWS ATAT BE VSEp (_w _...__..._.... ......�.. SF<DON IB' TIN UEU OF /19 % S/0' SINS i e•-s• s skcnarn. DESIGN PRESSURE RATING = + 48.0 PSF c s• s sEcnoNs le• - 1 LacK EJnx GUIDES — 52.0 PSF? ___.____ _—_— r--_—.,-_ O'-3-3' 5 SECHINAS IB' I SECnON 2P { INSTALLED ON ENO STILE ;THIS PRODUCT IS WVED FOR LARGE MISSILE IMPACT GENERAL. NOTES ' ...... ............................._....._.__.._........._........_...._.__....._— _ D_6' ° SECM. IS- 2 &MOORS 21• WITH (4) J14 X 5/0" SMS -oln _ r 3_SfC110:1_Swle" ..... .....tl' 4 - 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �B & 10' 2 SECTONS le' aEC110NS 21' AST % AW ICGK BAR - ENGAGES.IN TRACK (tEONRLYENTS OF THE KOROA BUILDING LADE (F9C) FIFTH EDITION (2014) C D 10'-],� 1 S[CIION1E,5 SECTIONS 1�' II ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURAME ZONC (HINT). B SEC(pI's 21' - CENTER STLES SCNEOUtE •A' y S - 10'-9' B MMIks W 1 EECRON 21 it CCNTER SBLES CONDCUPARON 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. C) biz° ---_'--"''—'--"-" OUTSIDE KEYED LOCK / "- '-"'- VRXMR ARESOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 11' S SECTIONS 18' 2 SCC ow 11 D'OE WIOM$ 1 R OF G2MER SRtES D SING 0. le ] SEinaNS il' , OPTIONAL "�� e' ____ 2 O, ALL BOLTS. NUTS AND WASHERS SHALL BE 21NC PLATED CARBON S1F,FL. 11'-fi' ]SUITONS B { SLGnO a 21' LOCK BM LOCKING SNOW.'' ~ I SEC ONS IB' 5 SECTIONS 21- y ALTERNATE TO 12'-0' TO 131-10' 3 —m 4. ANCHORING OR LOADING CONDITIONS[HISA OTHER THAN THOSE SHOWN IN 12' I GECMHS Ie' 0 SECTIONS 2�' SPRING LOADED SLIDE BOLT --- ---'-- TME:E DETh15 ARE NO7 PART OF THIS APPROVAL _.._.. _. g•. 0' i0 9'-10' .. I TO IS'-10' 4 T2'-T T SEClgNS Pi' - LOCKS SHOWN ABOVE + -' S. A LOAD OURARON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD -ONLY, t Ii 12'-6' 6 Xcl N5 ECNOHa EI' DOOfl WIDTHS - IS 1 O ifi 2 5 1 -.__ I3 9' S SEC1gN5 18 j] SUMNS ]1' DEN TASC202 TA5 0 G I .__................ ,.,,,.... -• - a-203 FOR HVHL PN DOOR TESTED 151M THE REOUIHEMENiS OF GLOPo IJ' 4 SLGRC 3 B_ SCCDONS II')-O5/ASDA EI99a- (iURONC CD 201 & U" I '-J' J SFLRD 5 B 5 SFC qN5 ti' 1 I iASrM E15B8� 09.. 1J 5' I St-5 19 6 SUMNS 21' En1,:.'AVAD IN6Up I w T ry IJ'-a' tt SEC D tl SECTIONS 21' M 140 TO 15 10 M PE 9 592 PRODUCT RFHFWIM Id' 8 SECTIONS 21 I 10 O TO I1 10• I _—,j CAN. J 11 {{''--35'' fiS ESSEcCtTEIO)NNSS 1la8 ]{ ......—.... DOOR WIDTHS THIS S - A°*9a10 a H9d9 EEOS I 71' se< s s sco lo.21• e J , am --� is .T sccnoxs a• B skcTas ti` (� 1s ] z�_ sccNo+sye 7 starroRS .. I._,_, _ c wCi g nC '_I5, _6, i SECTION ,B a SfCM..... - i _ I - Q 2Ut5 144 r AMiirtf wed 98D—�5 i 5 B, 9 SEC1W B 2 - REFER TO SHEET 2 __ 1 '-0' TO iJ•-10' - 15'-1I' TO 16'-2- 16 6 SFCTDNS )IB• { 5[CTWNS 21' FOR U-E3AR PLACEMENT v —�OR WIDTHS DOOR YODTHS (Sh et j; ut6 j w $ 0 E� 4 I �I 0 0 z I i 4 GA. ROLL FORMED STM SECTIONAL GAIN.OE OR AL-FAROOQ CORPORATION a DAB DOORS INC. f ENGINEERS&PRODUCT DEVELOPMENT 1235 5-W. 87 AVE ! 12195 N.W. 98 TH. AVE I("MWWI,FLORIDA331]4 HIALEAH GARDENS, FL. 33018 I TEUPOs 26-0 —(3 m.-.— Cj 7E1-. (3D5) 556 - E624 n _ _ _ _ _____ GPRACE\YB-OSaR i y 4 e ' r ' 24 GA. STEEL PANELI - I I R..APS BENT OVER PANELg 'ig 10 G' a1 �. I PUNCHED HCLES Y i A ' 0 O.r NN O m II USE RFiNFORaNG 'U' BAR AT Q y ¢ G _A TOP SECIKIN ONLY AT ' d 2-1/4- X 3/4' X 2' -- FOUR SECTION DOORS m C L li.w REVUOflCOIG muss18 GA % 2-1/4' % J/d' X 2' O n OF PANEL MUSS FASTENED TO GALY. STEEL U.BAR REINFORCING TRUSS NIE101FDNIE 51RA5 W/ IW0 TRUSS FASTENED 10 VERRCAL HNIERYEDYTE SIRES G � VI/ 1' S.Y.S. AND TO [NO STILE 1W0 IT 14 X 5/8- S12S. AND TO END STILE jIt % 3/4" SELF DRIIl1NC S. I U S 6 U W/ FOUR {' 14 % J/<' SELF OPRLING SCR. I I 1�^ 1/2" X 1-3/4' X 10 GA - OPEN TUBE- ® TOP k BOTTOM\ J/1 G' POP RIVETS STEEL TRACK BRACKET FASTENED TOWOOD JAMB WRH 5/16- X 1-5/6- LAG SCREW(FULLY THREADED) HEX WASTYPEASOUTHE 1.9' SEE STF.EL TRACK I4 G.A. X 2-1/9' X I' (STANDARD) GAX3-5/16'X1-1/2' (OPTIONAL) FASTENED TO TRAGXRATESW/ 1/4-A X 5/8' TRU55"0,SLOTTED US. Y LOCK NUT I EACH PANE. AT 4. O.C. m /:1 (8)j FOR 21' STILES' (5) FOR 16' STILES III rl -I. A X EIN x x' rl N OA,R VERTI LNG TRV55 Fli ENGI TO VERRGL INTERMEDIATE STILES i'. U :C 14 X 5/8- S.MS. AND TO END STILLEND STILEI 14 X 3/4- SELS DRILLING SCR, TO MT .. ............ �o' V) 0, I r.024' STL PANEL INTERMEDIATE SECTIONS- TOP SECTION ^-1 ouTEIDE of DOOR Ou o =,n REINFORCING o C3C3 a =i RONAL STOP MOULDING DOOR INSTALLER . 114 X 5/8" 915 3/4- X 2- X 2-1/2- X .049' STEEL -- - r 6 PER NWGC 11. STILE, CONNECT TO PANELS WTI" �- FLAPS AND (5) OR (6) 3/16' ALUM RIVETS I I 1/2' x 1-3/4' x .058" FORMED STEEL SEE DETA� ABA cOLID BR4cc DOOR V EWER �_GLUEO TO PANEL AND SECURE) TO ENO STILE WITH (4) 7/18' POP R<rts DYSCIIUGE SECURITY HARDYIARE' Klt I-7/e' X 2-s a' x .040' STEEL EDGE -- - INSTALLED IN 9/16' DIAL HOLES IN CENTER STILE msra"cE i tcEr4TER SrnE, GLUED AND RIVETED POSITIONED AT EYE LEVEL. c TO PANEL W/ (4) 3/16" RIVETS POP RIVETS / Id X 5/8, S.M.S. (-4/ HINGE A •' \..'• H o Q �('z g II.. ........... --.'_�l'I'Iilllll(UIIIIIIW}_, ...e 7-1/2' X .050I INTERIOR SIDE 7-1/2' X .071'...I J GENTLER HINGEJ .0 ROLLER HINGE 7/8" PUSHNUf 1.82' DW. X .50' STEEL ROLLERS INSIALLED ON ROLLER SHAFT 1.82' OLL X .50' NYLON ROLLERS (OPTI 2.75' DIAL. X .50' STEEL ROLLERS OPR 2.75' DIA. X .50' NYIAV ROLLERS (OPTI SECTION 9-8 WITH 5- BRACKET SPACING Cngr. JAVAD AXWD � CIWL 1'NODUCERENEWED �' i E 55 BCCAi i803 omptFGp�iddW ilaWA Li E' 11 AaePIAes No BY e-A�_ zO �(.drfo�nlrng no. 3 U 2015 98-05 2' S UPIT ANGLE POP RIVETS ,5/IB"-X 1 `/8' LAC SCREWS INTO VlOOD OR HORIZ.. TRACK. SUPPORT. 1- 1/2' % 7WO % HEIGHTS FOR 00NS NATIONS UP70 J FT. 2-J/4' X ""/2' X l' % .f09' 5/I6- SLEEVC ANCHORS CENTER SUPPORT REDO. ON DOCRB WRHOUT INSULATION WINDOWS, ^( . O CALV. STEEL WITH 1-1/4•' ENDED INTO MASOPRtY - E%SEEDING 6 FT. IN HEIGHT-„-` 2 X 2' X S A HOME. . UK TOP ROLLE0. BRACKET ON EACH 510E : :. ASOVE 7 TIO UK ] PERGITACNE7 H A �- FOR ODOR INSULATION /FASTETIEO Yi/ (6) ij 14 % 5/8' S.LI.S. _ - II 1' -I _ DOORS WITH INSULATION OR WINDOWS — - T-y�---'-�"- SPOT WELDED TO TRACX Z n Q to r ' 17R, .090 RIN. fALV. STEEL ADJUSTARLE ""--- _ WRIT M WELOS AT I -I 2' APART - - 2-1/2" % 4-1/4' X 13 CA. STEEL PIXIES FIRST AT J1 O.C.. REST B' O.C. SLIDE FMTENED TO BAACKET d--, - �— A _ f ' W/ 5/16-iB X J/M1' HEX -DO I WELDED TO 1-1/2" % i-I/FA T 14 f10 ANGLE � -- �- ` FASTENED 10 TRACK . _ _� CONNECTED i0 FLAG BRACKET ANGLE W/ J/B-16 X J/4' BOLT NUT Q O M. SCREWS h fMS: (4) 1/4_ED SS.. BOLT A NUTS -- HON2. TRACK LENGTH =- ....NG IAEIGNi PLUS 12' , WITH .... A2) TO SPRING SHAFT p W I .... _...,_ __ BOLT _ 2 1 A- % 5 B' 80 & NUT () / 20 / LT TOP BRACKET _ (STANDARD) TOP GAACKET OM --� CA, G.V.V. STEEL TRACK ``\\\\\ \ In .l ..._ %la .� .Q................._ CAL T: ,Oa IZXNTP4 PONFOROSB�FOOftMEDOStEEt O Ta` C m DO"_/T 2-�/8VLX CWED TO PANEL AND FAS7ENCO TO i SECTION A A VETO I WILES WH.1 2' X 5-1/2' X .I04' (2) 3/16- POP MATS W.LV. $REI. FASTENED W/ (A) Ia % 5/e' S.N.S. b e __—_......._. i0( ROLLE0. BRACKET FOR ...............- ....—�......... . SECTION HEIGHTS BRACKET PLACEMENTS SDma - _ 1.01V HEADROOM DOOR OPTION OUON ... T ._._ HORIZONTAL RONFORCEUENI 1/2" X I-J/a' X .11' FORMED STEEL HEIGHT 151 2NO13R0 4TH OIM B7 i B2 03 84 85 86 B7 BA GLUED TO PANEL AIAO FASTENED TO iB" 18 18"�{8' N/A�1" TO '2" 11 -3/4' 23 i 34 45 S6" 67" I __... _. __ _ .... :...... VERTICAL STILES WPM —•-..•..__... ... N AI _—_..... ...._ �_ .6' 121' le 18`�2I" / 1" TO 2` 11-3/4'� 2y 34" 45'...,: 56'-�- 67' - _�_. _._. "........ .. - ' i� (2) 3/18' POP RNEIS 7'-0' 121' 21" 21"21" N/A 1" TO 2` 11-3/4 ?.S�_ 34 4Ci 66- 5/I6' MEETING WB 18" 11-J 4"1 67' 7B-I/4' F_ 2Y J4' 45" j 56' 67" 78-I/M" 1.82' DI0. X STEEL ROLLERS y O .50" - - �W/ ,4a OIA. X 5' STEM p O I -SECTIONS ARE NUMBERED STARTING AT THE BOTTOM z FOR DOORS MORE THAN a FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT IO' O.C. i n I N W ¢li _ OPTIONAL INSULATIONS: w 'MAT o9aDDrrc ar' o!p m - EPS-EXPANDED POLYSTYRENE m , ,,. _) 1.9' X 2.19' X 3.J' X .090- - U Z N ry I�- w UEN511Y a 1.05 PCF STEFA. TRACK BRACKETS / NOA III-0928.01 n 2-J/16' HICH I m W _ _ . ....... ON CONNECT_CO TO TRACK YMH I50-25 POLY.0 PCYrWURATC m I q BOL75 &NUTS. / OCNSItt - 2.0 PCf OR.0. III-0926.06 B'('CFI.LOTOAM NORTH A6117MCA' / DENSITY . 1.03 PCF ut / ._...... NOA. #10-1129.04 OR yy 0.92 ^4 '� W. n (a r N DO J "E d I d Q 4y 3 -1 I NOA, 4 11.08 08 ®' IA CA CAW. STEEL W/ (6) HINGES FP 8- ED S. ' W/ (6j � 14 X /B' SY9 mDRAYANG MW..024ROLL FORMED STEEL PANG. jy QUALITY C-40 all. 4" g' MIN, WELD STRENGTH - J9 KSI 1,41 PRINTER AND .. -ON POLYSTER PANTED TOP COAT TRACK CONFlGURATION :o'g,�' APPLIED TO BOTH SIDES OF STEEL - GN12 GA.CAW.. STEEL-BOFTOM DRAET FASTENED VERTIC �y(ITI��A ([ HIGH LIFT STANDARD LI�y�j�= LOW HE3l1y Eyp�001A (4) R 14 X 5/0' VMSDOUBLE TRACK mW/ AVAI�BLE TRACKO�IONSO�IONS En9r: JALAHWD PROOUCTRENBWPDMI y PEN bmoplyiM Ath, nwi64 f �- FLl 0592 I 80ilON SEAL OPTION$ CA.N, SJB BadM'y e/ ,r� .i/"—SF.F. SHEET 5 i� .. �' i " �, I• I— `$ j tJ .nr..�:rni � tlrowing-��1 SECTIONI A -A 2015 Mleln wtcvmfM cbwlW 98-05 SHEET 2 REINFORCING SEE OF FOR LOCATION TRUSSES I\/ IN. 9 k 1" .. / FORMED EL/'L" J ...... ] .._ ...._J`,s r 5ELF DRILUNO SCR M MIN, OR V SELF GRILLING WPM Z �m �DGE DIST: ]/16"RNEX' SICEL RIVETS OR'STEEL ANET O MULTIGPoP W/ DOME HEAD 63/16' AB'F.% S Z00AT 4A' O.C. ULTISRIPW DOME HEAD3 RF.INfORCEMENT 49'OC./IN1/2' % 1-DR4' xGSA'I/h"OIAlAG SCREWS F MED STEEL •,. 1 "ATTo 6 D0. LAG 5CREIVS - . AT 6' FROEA ENDS 2BY .( '.`-nT 6' FROM ENDS'- p {MOOD NCR I J`. waoD evCK I I` e .... Q g a i I i ~�� AND T I' O.G. 1JA)L " I i �•.,.` AND I1' O.C. Max. �A = R Q „tl1 Y"SrRIP ADAPTERS .�-� O yl ro _....... ....I........ ___ _ p1UMINUM (/ _.WSTNIP ADOPTER aIL> 8' I I —•__ `=.:....._- EEL Q d 1 I RUBBER VJ'STRIPPING"/ \ RUBBER WSTRIPPING 9 0Yf l LsD s]a .�....... .Gao 1 E.1 gg,LI .. ao'o � r �-- j . p z, i...I� I - P .349 BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' m ,W�(`OD BUCK CONNECTION TO WOOp SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) i TH[I tNSTAUATIOH METHODS SHOWN ABOVE SHOWS 2X6 STP W000 BACK ARACHMENT �Ei PI TO 1v00D SFPl1CiURES. IF THESE NEfN ARE. FOLLOWEO'EJO n00RI0NAl GCLCUfATIGN9/OESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGiE. <4 FOR ODOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ...:................................ _.._ __._.._...._........ .... .............. _......... _.._. _ANCHOR SPACING VE FIED AND APPROVED W THE BUILDING OfFCRL UPON INSPECTION. ANCNOHS STRUCTURc EMBED SPACWCiEDGE D15i.i i .Z mw 1O 'a HLC SLEEVE In '1{ILTI CONC_..._ 1-1 A 5/16' x I, 5/e' J B CONiIE%BY ELCO' ;Fl_LLEO BLOCK �' 8' J-3�"-{m q e J 9 OYNA60LT 8Y IiW' GDNE:. 1-1 2 8 O LAG SCREWS- STEEL STRUCTURE BY OTHERS .......�-.---_.___�..._-.•..._......,_.......T..............�......�......._.T.�....-.. AT II-Ol MUST SUPPORT THE UNDS IMPOSED 3 9 POWEN-BOLT BY POWERS' CONC. 2" 8' 2' O Z BY DOOR SYSTEM ] B SIFLYE-ALL DY SIMPSONSj CONC. r 1-1 2 A' 1' O Y \ CONCRETE 1'P + 30M PSI MIN. � � ID / \ C-90 CftOVi FILLED (LOCK FmZISI.IN.PSI' Q N s5 r 5/I6- DM. BOLTS WON WASHER k NUT AT 12' O.C. MAX. .._._1....� .... WOOD BUCK CONNECTION TO MASONRY EDGE DIST PRESSURE TREATED 2X6 SYP WINO JANUS'WHICH SHALL BE ANCHORED TO\ORWED RELNFORCEO MASONRY BLOCK WALL OR CONC. COLUMN WITH ULTRACON BY'ELCO' WITH SPACING OF ......... .............._ .. - _ 12' O.C. INTO GROUT FILLED BLOCK WALL WITH 2-1/4' MIN. EMBED I / I __ I-1/4 X 2-1/Y X 14' CA ......_.. _._.. ' . "' a 9' O.C. INTO 3000 PSt CONCRETE. WRI1 1-3/4' NW. ELItlW -i 1 1-1/2' CONiT. STEEL ONGLE ) y 2-I/2' MIN. EDGE DISTANCE }YiH 6 b GA DA". STEEL�i- 1/4' TAPPER BY 'POWERS' 'HRH SPACING OF 5— FIAT BRACKETS f3" LONG A' O.C. INTO GROUT FILLED BLOCK WALL VRT/ 1-I LAIN. EMBED 1/I6' % 2-I/2 ,J� 2-1/9' % I' X 16 GA der k /2 1 AT 12' O.C, W OCOR CPNG. V ^O' b 9' O.C. INTO 3000 P51 CONCRETE, WITH I-3 4' MIN. EMBED Flt1Ef WELDS GN.. STEEL TRACK- " 3;e AT 12' O.C. MAX. AT 1B" O.C. ABOVE DOOR OPNC. FASTENED TO 1RACK PLATES ` ]' LAN. EDGE DISTANCE CONNECTED TO CONT. AYOLE (� ^-W/ (p.) 1/h20%6/A' TRUSS HD. 3/A" CONFLE% BY!'ELCO. OR W/ (3) SPOT WELDS AT EACH. 510E \�V J SLOTTED M.S. A, LOCK NUT LOT BY 'RW II WITH SPACING OF / CDNi1N Imp Ic nn�C. F TggCK [;Ey,EgSE_[gf„{;K CONTNIt0115 ANf.LC TRAf.K °' A -I_d 21' O.C. INTO ]G00 P51 CONCRETE, WITH 2-I Z' MIN. EMBED TO v1a00 RUCK I0._STEEL 7.Q_CON,GRETE_At40 FILLED BLOCK' 3' MIN. EDGE DISTANCE •- e_ o.S c 3/8' HLO SLEFNF.RY 'HILTI' WITH SPACING OF B' O.C. INTO GROUT F[11E0 BLOCK WALL WRH T-L/4' MIR EMBED, 4- MIN, EDGE DIST. A' T RNAT TRACK IN TA ATION _ IT' O.C. INTO 3DO0 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND 2-1/2' MIN. EDGE O15TAHCE En9•: JAVAD /JitMO ' l� e�r PREPARATION 1OF JAMBY OTHERS crnt PR0011CT TTENEWEO BS FLA FE 70581 bP0IeF1]bA2 wilA ft Fk.9d. FOR NEIY CONSTRUCTION ENGINEER Of RECORD OR ARCHITECT TO VEPoFY CAN. 8 �( Cob o!I K y AOEDOOR OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR ODOR o. 1. HEIR XI .1 BE BUILDINGS WITH NO ENGINEER OF RECORD, ODOR IN6TN..IARON MAV BE flEVIEWEO AND APPROVED DY — BUILDING omcuLjuvDn WSPECTKW. nawL mArol 198-05 MONUM INTERIM(-) LOAD PER JMAB - (16.17' % aA PSF)/2 a 2M Lb, Lb per F. L NAXNUM INTERIOR(-) LOAD PER JNAB •+ (I6.I7' X 70 PSh/2 - 420.4 Lb, per Ft. F c / I I I I i SOD 75D / r, 1 * PLASTIC COMPLIES WITH boon. PANEL CHAPTER 26 OF FBC j 1 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE 0 L--'-� 7/16' OW WASHER 44 IL IL 0° o C '+ .i SMS 21 3/4' ENDS I.U%. .176 ,600 a C I \;,;/ • .. i 1, AND 7' O.C. LWL WOW. wu)rH ()d / o\: nn * EXTERIOR FRAME , * INTERIOR FRAME m i2 i x `+�. . �r � I@ 1L 1 % { 6 X J 4' SMS � w s � 16 I/6" , ftICIO PVC ONE PIECE INJECTION RICIO PVC ONE. PIECE, INJECTION O 1-3/6- FROM ENDS . - c .MAX. _.......................................................... A210 O.C. LUX. - x D,1.0. / .1 0 M E o n zZry 1 , 3 ......... ^......... _ I I '175 % .062 DEEP �_ J .I GROOVE — 11 �. 1 ) ) Ems' 5 i n I,I 1/4' POLVCAR60NATE LEXAN I R ' F NO 'SPBIC 711.01OVE PIAST(CS' T i BB NOA ,¢I]-0717.01 ,. �- A — A .� � _ z. 1A ry V o w T .1 ....... ......... ... IA m o I r o w •} T 0 3 c r -! r - } rim E{ t{-El X./ Q A ytiuuS 4) " *x j (4) p6 X 3/4• SMS INSIDE ELEVATION m I-3/6' FROM ENDSi" i1 1 D.C. MAx. RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS a g e 11 WINDOW. LITES CAN BE IN ANY LOCATION IN DOOR SECTION (1 ' I _ ® 3/5' FROM ENDS �'"/ 115 % .062 DEEP Al 11 ' ' AND 4-1/2' O.C. MAx.� GROOVE� O u rile u S w l :\ A°oIP S ?•. #`� i = � I RB X] 4 5M5 c f ��...y... ..: \....® l/6' FROM ENDS '_:1.. _....^' -... ......t,.,i...„„ ... AND Y O.C. MA%. ........._....... _... _........ ................ - 7/16 OA WASHER y - .. _ .. _ _ ... _ _ _ _ _ _ _ _ _ _ PEN�W[:p o F A. 6 592 eoeAyimE ltiNtllt FlorlCr, ti. _ ..' elrikbr Coo s; nn IIIS i t�t Aca/tes,H, S-o 0 .eI 3l - . 6.1 DOOR PANEL j EXTERIOR I R4D .wJ •• �'� STEEL MIN. OGDR PANEL 15/16, MIN. D.L. OPc. : 0 2015 1D7P dmwmg 24 GA, (.024) SFUL MIN. ClAZWO 6IIE .......... --- WINOOW. WIDTH _ __. sheet 6. of 6 ................ r MIAMI•QADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208, BOARD AND CODE ADMINISTRATION DIVISION : T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) . www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Prodiact Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the'use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall. be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA's No.'s 12-0127.06 and 12-0127.24 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 Jaime D. Gascon, P. E. NOA No. 12-1204.12 Expiration Date: February 13, 2018 L.�,�toj Approval Date: January 31, 2013 t Page 1 NDALL E. STOFFT WRCHIT CTSO F.L 7AP378 AR90011105 PROVED ®REVISE & RESUBMIT 0 APPROVED AS CORRECTED ® REJECTED Th►s reviek,''; only for genera! conformance With the design concept of the p:pct aria r,i-gal ccc pliancy F„th tiie information given in the contract c? +' a'w.. .rr kias or comm snts ma;;e on Gti shop drawings during rv� za ao of reF vs 5:e ?x �trsct nortom n:p►�anc wi h the rgq re ;;:�ts of ihv •,ens a,;;; speo0artions. Approval of a specil;Gitem shall not i ,coda `pp: L al of an asosn-'y of Which hie i em is --component. Coo- traGtir is s �s�.Gn Gle far: Dimensions to he confx"med.and correfated.at the job aha; ir:u;+.a►;on t at p,'?rta►ns solely to the fahricatoa Processes or to iie may 'e, r? weds, techniques, sequences -and: procedures & construc- tion: coordina5on of tha woik of ail older trades: and for perfomaing alt rrork In a safe arld safisfaclory manner. DATES , M®DiADE MIAMI-DADE COUNTY, FLORWA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) zvww.miamidade.¢ov/economv Lawson Industries, Inc. 8501 NW 90" Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in,Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the'use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door - L.M.I. APPROVAL DOCUMENT: Drawing No. -L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LNII)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA's No.'s 12-0127.06 and 12-0127.24 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 Jaime D. Gascon, P. E. NOA No.12-1204.12 MlAMbDADEMUNTY 5,(phb Expiration Date: February 13, 2018 • • t Lti'rj Approval Date: January31, 2013 �agl Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15113, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along. with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11 3292, dated 10/20/11, HETI--11 3274, dated 10/20/11, HETI-11 3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, BETI-12-4051, dated 06/13/12, HETI-124053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, 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 an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s BETI-11 3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11 =3307, dated 10/03/11, BETI-11 3314, dated 10/20/11, HETI-11 3330, dated 01/16/12, BETI-124052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI-11 3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, P. E. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dated 07/15/11 and HETI-11 3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. 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 4) Large Missile Impact Test per FBC, TAS 201 94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL 3078, dated 01/10/02, signed and .sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02 1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 10/12/12, with the latest revision, dated 01/15/13, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours. & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. Jaime D. Gascon, P. Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNnNum) 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 11-1102.09 issued to Solutia, Inc. for their "Saflex CP - Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. 4. Notice of Acceptance No. 11-1102.10 issued to Solutia, Inc. for their "Saflex HP Clear or Color Glass Interlayers" dated 06/14/12, expiring on 04/14/13. 5. Notice of Acceptance No. 11-1102.11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. F. STATEMENTS 1. Statement letters of no financial interest, independence, conformance and complying with FBC 2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E. 2. Laboratory addendum letter for Test Reports No.'s HETI-11 3269, HETI-11 3270, HETI-11 3271, HETI-11-3272,HETI-11-3274, HETI-11 3275, HETI-11 3291, HETI-11-3292, HETI-11 3307, HETI-11-3313, HETI-11-3314, HETI-11-3329, IIETI-11--3330, HETI-I2-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, BETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-124065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Laboratory compliance letters for Test Reports No.'s HETI-11 3269, dated 05116111, HETI-11-3270, dated 05/16/11, HETI-11 3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11 3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11 3291, dated 07/15/11, HETI-11 3292, dated 10/20/11, HETI 11 3307, dated 10/03/11, HETI-11 3313, dated 10/20/11, IIETI-11 3314, dated 10/20/11, HETI-11 3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12--4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI 12-4064, dazed 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. 4. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNnKuED) 5. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1126.04) 6. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1126.04) 7. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-34260, dated - 04/26/02, FTL-3492, dated 06/20/02, ,FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-0127.06, issued to Lawson Industries, Inc. for their Series "SGD=9200 Aluminum Sliding Glass Door - L.M.I.", approved on 04/12/12 and expiring on 06/13/13. 2. Notice of Acceptance No. 12- 0127.24, issued to Lawson Industries, Inc. for their Series "SGD 9200 Aluminum Sliding Glass Door - L.M.I.'; approved on 04/12/12 and expiring on 02/13/13. E-4 Jaime D. Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13, 2019 Approval Date: January 31, 2013 r SEE K E d ° e o+rfi , -o o- 0•IL� O.I RP x 2D/2T - XX r T T LPoTr�R�Py-yTXX or LP-XX-RP1 LP-%XXX 4D/3T - X%Xx or 40/2T 1 or RP-XXX% or LP-XXXX-R r /2T - RIP i2POTCKEf POCKET SROWPq OPP09TE) 2D/2 RlAT 2D-IS (LEFTPOCKET, �OOPOSIISHOWNEjI 40/3T SEE BumNOT 20/2T = LP/RP 4D/2T F SIDE BELOW Y�10. ��.Op• O- "1/2T LP/RP O •O• a iF •O OO• •O •d 40/T LP W LER POCKET SHOWN (AGNT POCKET OPPOSrR1) 3D/3T LP. 1) REFER EDIT TO SHE OPTIONS A14 DP Cl. 4D 2T - LP 21 REFER ID SHEETS e, 101, 11 OF 14 LEFT POCKET SHOWN SD/� FOR TT'PICAL CROSS-SECTION DETAILS. 3) O SIT RIGHT POCKET OPPOSITE) EROR�lYP10GLANCNOR SINp NOTES. 4) CONFIGURATIONS ARE FE�VERSIBBTACK 15ET S) FOR PpCKEf WALLS $E GENERAL NOTES 1S & 18 3D/3T - LP (LEFT f+Pp^NIE) b o- b o- -0 O• 2D/2�I 2D/2 3D/2i - O%O 4D/2T - Ok%O '2 DOOR ,�:j8c 4 DOORS DOOR NOTES, Nagy 1) REFER -TO SHEETS 2 OF 14 FOR 1) REFER TO SHEETS S OF 14 FOR FOR CASING OPTIONS AND OP CHARTS. GLAZING OPTIONS MID OP CHARTS. 2) RE FE R iT0 SHEETS 3 & 4 Of 14 2) REFER TO SHEETS B & I OF 14 FOR TYPICAL CROSS-SECTION DETAILS FOR TYPICAL CROSS-SECTION DETAILS.]) REFER iTO SHEETS 3 Of 14 3) REFER TO SHEETS B OF 14 FOR nPICAL ANCHORS AND NOTES. ipR TE0 ANCHORS AND NOTE. SERIES: SGD-9200 IMPACT SLIDING GLASS DOOR a m $ General Notes: p " 1.) THIS, DOOR SYSTEM , 4: 13 DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE 2010 FLORIDA BUDDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VEIOCm (HVIZ) AND ASrM 13OD-04. THIS PRODUCT o q q R IMPACT RESISTANT'. (SHUTTERS NOT REQUIRED) 0.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED TOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING I IN 2 OFFICIAL, 3.) ANCHORS SHOWN ABOVE ARE AS PER TESL' UNITS. ANCHORS ON All. DOOR ds C SIEE9 ARE NOT TO EXCEED THESE KwMUM SPACINGS ON CENTER (OO) AND AS TABULATED ON SHEETS 2. 6, & B of 14. 4.) ANCHOR CONDITIONS HOTDESCRIBED IN THESE DRAWING'S ARE To BE p i ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO / j RE REVIEWED BY BUILDING OFFICIAL ., 6.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S.) DOORS ARE () QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEM P 2. 6, & 0). 7.) FOR OPTIONAL FRAME INSTALATIOH DETAILS SEC SHEETS 3. 4. S. 7. 9: 10, O O & 11 OF 14. BJ E%/T.SWLO.SRE FALSE COLONIAL YUNTIN9 AOPTONAL &AND TO BE APPLIED 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY.OTHERS) PRIOR TO DOOR INSTALLATION. x� . WOOD BUCKS To BE ANCHORED IN COMPLfANCE WITH THE 2OtO FBC CHAPTER 24. 0.) APPROVAL APPLITS TO TWO TRACK AND THREE TRACK DOORS WITH FIXED PANE44. ALLMOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RI) POCKETS. S3 1.) MULLING DOORS WLT'H OTHER TYPES OF MLA1B-DADS COUNTY APPROVED i PRODUCTS USING A MIAMI-DADS COUNTY APPROVED MULLION IN BL'TWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WELL APPLY TO THE ENTIRE MULLED SYSTEM, 2.) FOR ILT METAL ATTACHMENT DETA& NOTES SEE SHEETS 4 3, 4. B. T. S. 10. & 11 OF 14. '$ b 3.) All METAWSTEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS Q . TO BE PAINTED OR PIATED AND SHAD, MEET THE 2010 FLORIDA BLDG. CODE. 4.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET B OF 14. REFER TO SHEET It 0P 14 FOR ADDITIONAL DETAILS. 5.) POCKET WAI19 ARE NOT PART OF THIS APPROVAL i 3.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE P REVIEWED BY THE ENGINEER OF RECORD (EOR). w LAMINATED GLASS '� S g LARGE MISSILE IMPACT 2 EOORS GLAZED WITH LAMINATED GLASS RATED FOR 3 0 ARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 4 4 PRODUCTRERgq.� Ana-• N° /8� ��1: `•e��.T��, M(an DTAr aC � •pA.- Y 1 � 71 � eNaewadeaY � gFIA�jI 'VIS .Y.-H�Y,p�IS Llil e ��$� PdM&H9J�M 777665 T 1Ala (; �; • z 669 OWs O MOO \ C -M-9 s 0010a1 n z -mW3d9 o3Hea1 L -0 03ds OO—wo c in Lb: g 669 0NNa0.7 Moo m 969 RM aN Mo9 ° e9e ONiNa00 Mao °; sae 0Nw901 Mao b lCLS aY3Nia0R 7 0J r , ICLe WH3S0-33NH05' 1CLt G.30N011-33NN3S KL5 OY3H3a0n-33urgs `t I ii//ii $ 3N93n5 i ; 3NWNs Ill S 3a0]11s SSY10 OJUtlls f I tyL SWID OAS" 1Y39 .o{/C i , , � Z AYIO Omms o3w .91/C , m Z SSM a.N7yl5 1Y11 At' z l '�I '4vws +1a 1 `m 7 vw •T79 �^ tl% 73 r� -na •'aJ 7 unwell 1una�a �r3 Ap .�W.1w weal .Ae] a ue9-� i .MWSN �.qa sae] m .c.W-i '0 , IWYWLNi asa' ff}} J ae9 h +s luedea- a e s x3LM BM Os° dN X3L1Y" Os0' l tl3Mna31M Bad 060• 11 }' ssm 0•N3als lY3N .91/[ mm OxAn 03H .91/C � SSYk7 03Oals 3Y3H .91/C 1 SSYp 0.N3Lls lY3N .91/C" 1 L�1 -W1N 01no- F 'SU31U7HS ON 3810038 OW 13YdNl 311SSM 30W7 ('1 L33H5 33s %v8n9L3N00 x0Y15 13NYd 90d) 6 e b L]Nn O31S31 SOd 031YN SSY19 031VKM NLLM 03LVxl SHOW .y/£-06 x ,Y/£-94 = O/e x 0/9 1 I N d V x .►/£-99 e/9 x O/e x0 ox g 1 - .LOYd$I russ61 HSM ,9/C-►L x ,b/£-Z£ 9/9 x 0/9 HIOM l3NYd SSYI9 031YNIHHI :'OTC 'XVA F H101M l3Wd 'xYW ,OS OW S90HONY T03dA1 803 a- 9 ►l 30 C SL33NS m M.M (z b . a 'XVW .b/f 44 'S1N130 NOU93S-Ss0 o lyawAl 90! .40 ► a c su3Ns OL &I-M (1 j g�g n r _ •.mod � � n z . O "ze c3 � oG] Z ca e sCo i+" O a{ 9 LlT IV.O,am H J O /1_ o o t g n 2 t� a � SSYM 'NVi .91/L R O v' C3 o C ' sS3NilOJ 'niS/WH 9 i V ul .09 eeN1 wwu+ 6 Y g 'dA1 'xvly .9 S/OY3H a'00Q 10 '00' •a/1 01 � gg cjo SON3 31ILS 1Y 'dAl '7NW Cl NOLLYlIa1 0N°Yes � � &ILSnj7 .b/1 � H101M a1000 'XVW .9/C e6 x x x x 0'99 0199 0'S9 0'99 0/° (IBIS HUM) 0/9 8'99 8'99 8'84 L5C O'OL OW 0'99 C9L 8/9 ( i" 0'SL OBL 0'99 C91 O'S9 O'S9 0'96 r91 8/9 (Um ON) 0/9 OIL O'SL O'S8 1'9L 999 0199 0'96 L'9L 9/9 (insSON) (-) '1N (+) -in (-) '1NI (+) 'DO (-) '1NI (+) 'Ix3 (-) '1NI (+) 'llO LL 1H9L1x 5HIS aoo9 l MOON m6n0x .0. adu SSYIO ,a, adu SSYI9 A adu MI9 . , add- SSVI9 (8851ii 771s .S mint) dsd - =3VdY3 OY07 Noma x x x x 0'99 L'99 0'99 L'9s 0/9 (�� HUY) 0/8 8'89 L'9S 8'91 I'm 0'OL C99 0'99 L'9s 8/9 I (1331S NUM) 0/8 0'6L L'95 0'S9 L9S 0'99 L'9s 0'56 L'9s 9/9 (130/ ON) 0/9 Ov Cgs 0'SB L'9S 0'99 4'99 0'96 CAS 9/9 (� ON) 0/9 (-) 'Im (+) 'UI3 (-) 'UII (+) •1X3 (-) 'A W '1X3 (-) 'LNI (+) -W 'w 1" W, ,0, adAt SSYIO .O, ad.S.L SSY19 ,9, ad6l S9VI0 .Y, add.6 SS91O S3nn5 8 IMAGON (THS J/I Z *G[W) ASd - EJJOVdV3 GYM NOISHQ TYPICAL ANCHORS IN PAYE SEE FLEV. FOR SPACING PARS :TU )29W.=A`l.- TYPICAL "'C" sRE s¢ E,FV. W)A sPALNc v 9/lb'•2'MTN. : d IS, o •. MW. '..TYP. y, � ♦ y 0 3 �0 � k TD 4 3 4' Min. MM AgRTRL___mF ATTACHILOR DETAMw a Z C7 O -tee w 1' Afin. irPlu,. FtneoRs N PANS Edge Oist• '' ALELEV.es'TD BE PAeRTEO 011PIATEa Edge Dist. Typ.) ELM SPACDC x p� x x. MEDL STRUCNREs: j y $ 5[L LIN. PGA SRICDO A)) sRW ry - >B K9 YN. m 4 (STEEFl Ie FA YM TH" . aw) ci Z N (S AMA: PDW-Ts YM ? MG .W 1 I ' 7BY M4ee 9MY SVlabvN a MIAI. 0.010• YN, tppt) V ca {�ij 1 weoe st un, ./ (SG) ML1Y-DALE I S.9ft - 33 nAn. (I.) s¢ uPAuxYAT�w. j I I o� I Fne•-LAKTNN¢o rAwsz . -..'� � _ . � � y ur) 3 4'Min. 4 C 5 I NDTM 1) RUMTO SHEET Z OF 14 �_ Edge Disl. �. N 7 _ FOR CLAZWG OPTIONS AND OP CHARTS. a IA j Z) REFER TO SHEET 4 OF 14 oG FOR HORIZONTAL CROSS-SECTION DETAILS. m D I J) REFER 10 SHEET 2 OF 14 WOOD BUCKS " MLIAL STRUCTURES NOT BY tAnSON INC. ¢i i , FOR YOL ANCHOR SPACINGS MUST SUP LOADS IMPOSED BY CLADNO SiS1EN AHm V3 «m 0 �(pj TMI6DR THEN TO THE BUI DING STRUCTURE. l % TYpIGAI. ANCHO �- SEE ELEV. AT SLEET B FOR SPACING 8 b y G a I ANCHOR TYPE CMRT IN CONC Pr MASONRY mLR. ION ccc�� )t O►TO1D RRAfI-f01 /AO CmMmn W. CPPaM. Q �� I n p K4 OLD w,RALDn 1 ,/.• ,/.• 1 3/4- ,• 7b514i .. .; . ueN SULIM I/. - 1 1/4' 4' It KM 6 ++ I C 1�11 N DAM - J/le' 1 3/.' 32 KM tI ANCHOR TYPB CRAKE RE 2K ROOD BUCK men. E' I n ' e5R1eR6ER1�• �'I' w cm OPFIORe ®AD-s= UI� zip 2K EmK Y yy I S ADHERED TO SILL �w N ELCO ULTRACGH I I/.' I 1/4' 1 1 4• ,' .SS SC �yh� wTOCn FLAi7s _ E 10 'wnH SILICON E N J MUD 1/4• 1/4' 1 1/4- 1- .ee SD Z- f NLL LENDTN OF UNR ISO pla. >» n: /12t 1/.- 1' Svc Sc 1/4' DR (FLEX mF DRI I e REWs R a ' INTO METAL STRUCTURES �i�p O STEEL : 12 CA. MIN. (Fy - 36 KSI MIN.) N. .� (STEEL UN CONTACT WITH IALUMINUM TO BE PLATED OR PAINTED) q��P$,•4 E, 0 �+ 4 i n VI N �RJ� `BOA, mn o,W.I INTO APPROVEDW MUONS (NO SHIM SPACE) pp6 a u) LL d•'t .• ... 'n (1/4) INTO CONCRETE AND MASONRY - 1' MW. (ELCO lAiIUCON) -W b •yp - (T/..) IN,O CONCRETE AND MASONRY - 1' YN. (IIw BULDEK) K'�i1% O •Op A3 4� • , •4.' i 'y.•• MI' . . ��:. 4 • ' •� (ALTO x00INTO 0 CONCRETE UCRETE AND NRY - 3' 1DN. (RR BULOk7()� = J•FO 2� V4• TAPRw w APPROVED Eg V EOt INTO WOOD STRUCTURE RE . J MIN. I • WIN* AIM. CeltED DITO OE KN CPrIK. a 6• / MOL Q Fill GONERS A SEE ELEVATIIN AT SLEET to • 1M1 Nen-shHrLL, ua-kw1 a O' I4 FOR RVL SPACING Gout W YMWn e w . 1YPO,L ANC11pIS N PARs FRAME AND VENT CORNERS AND INSTALLATION SCREMS AT SILL EIAV. FDR SPALbK: SEALED, WITH WIOTE/AUVINUM COLORED SEALANT. G TYPICAL ANCHORS IN PASTS SEE M SPA T1PiGL ANCQft IN PANS 1/4• MAX.. SHIP vMETAL �• STRIICTIIRR ATI'ACHYRNT DLTA - E JW—VAL yLL STEFL IN CONTACT TOTH IUY. TO SE PAINTED OR PLAYED. ETAL STRUCNRES:S1TO)) STEEL : FYY 78 K51 MIN. STEEL12 Gl YIN. NICK . 0.1057) AWYINW : 6M-T5 YIN. WY. OATS• UN. CHICK) TOCNI, ANCNOAS IN PAWS SrE ElLTt IW SPAM � PANEL WIDTH /4• IAA1( I © SNIP O OPTL— ®NGr aEra ox e/exe a SHEET 2OF 14 - Xo Sown EXTERIOR h )DOOR WIDTH — OX (Reversed) NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 74 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 FOR IIAx. ANCHOR SPACINGS. 1/4• SHIM MAX. ' . }fPIFJIL ANCHORS N PYRS r,� 3 •$(E E1FY. FOR 6PAP147 J' ?S 1T a 16 Io m D.L. OPG. PANEL WIDTH Illy BIR1! � TnWOmNYY4 aNev NHo �� !2 Otla ! E NOTE TWO; TRACK FRAME DOOR CONFIGURATIONS / ° 4 MAX... OF MORE THAN FOUR PANELS USING STILE 196 1 COMBINATIONS SHOWN IN THESE DETAILS 13' MAX. TYP. DOOR WID CUISTER OF - MAY ALSO BE APPROVED (RUMPLE 00=00). AT HEAD/SILL A7 9mEA" E 6' MAX, CORNERS A ` I �H AHEAD/sIu coRNERs 3 OXXO EE m g m a m OXO APPROVED CONFIGURATION$ (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB -0 13/16' NEAT SB¢N•D MMS I 1 I � 7/+a• a+LxALI uul pwu E d 1 1 1 1 1 1 1 ( I 1 Mom �30a mii 2 CO � a� aq�i � z q d o O O 51 m PM INTERLAYER ♦ j G1 p¢¢F A DUMW +O. / - y'1 Dj 11' Z m 3/16' HOT si1tEH•0 wAgS 50' MAX.. 4 U.OPMAX. NOTES G,, 7) REFER TO SHEETS 6 & 7 OF 14 a g 1 Sew PANEL WIDTH FOR TYPICAL CROSS-6ECEION DETAILS. y �NM � 5731 50' MAX.DOW 2) REFER TO SHEETS 6 OF 14 3 S N v TREMCO SPECTRUM 2 PANEL WIDTH FOR TYPICAL ANCHORS µD NOTES, m o S .D 4 DOOR - TWO TRA K , "oxxo" TYpT a EVAgQb LAMINATED GLASS + b y TESTED UNIT LARGE MISSILE IMPACT e I Y d - E Russ m.R '6' 6ULB vv+rl- 1© �/+a• Hur srREN•O wwss A20 MERIAYER O: � � Du+Ya4-Sn14GI4n 67t EJ, DwP�4 pN.rtcln a a., mP. 2 m 3/16' NFAT STPENO QMS s LE MORDWAD 5731 DOW to TREMCO.SPECTI Y 2 DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR 'B' PANEL WIDTH F� DOOR FRTCtR FL/D1. STANDARD BILL RR. (+) INT. (-) 2-1/4- RISER EXT. (+) I INT. (-) 3• )USER ExT. (+) I INT. (-) 2/6 3/0 3/6 4/0 4/6 4/11 6/8 40,7 60.0 56.7 60.0 60.0 1 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 4D.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/6 4/0 B/0 40.7 60.0 56.7 60.0 60.0 -- - 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 6D.0 40.7 60.0 56.7 6Q.0 60.0 60.0 DOORS GLAZED WITH LAMINATED CLASS RATED FOR s LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS i' y A�pLamNP {/�/82 < r A IjQ a eL D.A ........... wD�o .N�oyyw ANEL MAX. O.LO.: 5/0 X 6/8 = 32-3/4' X 74-3/4' 1/0 x 6/8 a 44-3/4' X 74-3/4' I/11 X 6/8-55-3/4' X 74-3/4' I/O % 8/0 - 32-5/4' X 60-3/4° I/O X 8/O - 44-3/4' X 90-3/4- SEE O.W. FOR SPACIND 1• Mn. TYP1Cd ALVMIRS d PARS METAL Edge Dist SS ELEV FOR WA= ANCICRS N PARS SIRLICTUNE 11'P SEE SEE FILV. FOR SPAONC .-. • • . ; e MIN. A ,BT npo 911CI1 j 2lss m� 8 .J.. itJ . MIN. .. 7YP. TI�' '' '' d •'a N ,� ui 0: n T oa �� '—n'� ,re v AR •�....• n. yZ L9 3 8 $ to � 15 s per 3 4' Min. id � i o 7 ,e Ul 7' Yin. Edge Dist. D•�x AXCHM IN PAM TYP•I -SUE ,. NL STEEL IN COMACT WnN Ed.. DI91. NUM. 10 BE PAAITED OR PIATUD. ! eUlM fOR SPACHU � Aroga5�I, PAR, 7.p AL �u Im foN. (SfEE 72 TEM GA MN. DOCK . D.,051 a z_ Q I t 4 28/ N-1 St. %N SPMrob w B) AWMW N: wo-IS MN. IG g NAfU-ONE L'OU (AWu. O.OId' ..N. TNWood y •3< ! �+ lS�i w. (to.) � I 1 SEPAWE NG `yy��.' z to I I 7/I4'y.AK[NATCO BLaA S 2 a NOTES: 1) REFER TO NEST TI OF \ Edge Dist. 1pl. N m yi a. 'O (a I 2) FOR GLAZING OPTIONS I REFER TO SHEET 7 OF FOR HORIZONTAL CRDSS-SECRON AN AND OP Cl41RT5. 14 DETAILS. HOOD BVCKS.ANO IfE'fµ SiRVCNRES NOT RY IANSe" u1D. 'AND p,y � '. Q V yI 3) FOR REFER TO SHEET 5 OF MAX: ANCHOR SPACINGS.' 14: .. RUST SUPPORT LIMNS IMPOSED BY C LA21N6 S•IST TRANSFER TNDi TONNE BMlDD16 STRUCTURE, ,. GO WI TM A L ANCHORS SEE ELEY. AT SHEET R FOR SPACING g I ) a .. ANCHOR TYPE Ommialmuo-caLl"volliombdann4cap CHART IN CDNC. - MASONRY min. CPpcnM �, v R. y WUcHom N N C p EILO ULIRMDN TIT' 1 t/4' I 1 3/a• 1' 2111 �� K w BUILD[ 1/4 - /' M K4 Sun= - /Ia-' 12 KM ry d a G I rn n i ANCHOR 7'YPR CHATtT IN BIT mf.. u a /16' t/B• o. c w DR101A tlND-BBL JM ODIICFR6lQiW® yM g3 w �Tyu2F1/1''Cft HFR DRKI/N ft1114 .\. fn ELCO uLTWiNp ,/1• ,/v•� ,y Bp S5 56NO I I/12 /12' 3J BD I1/4' DRILL R•e.R I INTO METAL STRUCTURES Mind P`O�N �t Y v 2 I STEEL : 12 GA MIN. (FY . 36 KSI NIL,) µUMINUM : 1/6' THK. MIN. (6063-TS MU.) `1a1...1111ry/1A1A, ID 1. (STEEL �,.*••••�• 2 aN SMI CONTACT WITH ALUMINUM 70 BE PLAYED OR PAINTED) y n } INTO APPROVED MULLIONS (NO SHIN SPACE) bbb t!O LL b'SYL 1 . .': •' N w lYR('! EDGEDISTANCE ` ite O OS J = C9 ': . ;• .. ..• (1/4) INTO CONCRETE AND NOSONRY . 1' MIN. (ELCD ULTRACON) '.. :•.:1 " ..' (,/47 INm CONCRETE AND MASONRY . s' MW, (RW BNlDE7D g l0 �: • ' 4 • •� u EV21 EMWECP S (J/167 INTO CONCRETE AND IIASOaIRY . 3• MW. (fIW BUUDE2) �•ti f �� • . • '.� �'• 4 2T Z� M 'a: " M4'� TAPCIN er APPeDVED EDIML 2Y mR TYPKAL AKCHDRS INTO WOOD STRUCTURE . 1' MIN. 8 �1 Q•• 2 PER CLIP P • yn- .ft faun 5 < . VI 1. M ENBED. INTO SY KN Cone. B 6• �j4 \� %• I INTO METAL STRUCTURE - 3/4' NIL.FROM 5 OF 7 � IAMX ¢kTATWN AT &IFFY 4j/I 1\ YF'S KPURs FMRAMIE AND VENT CORNERS AND SCREWS AT SILL SC CtFA de SEALED WITH WNI E/ALUMDNM COLORED EA J •;-- 'F --� 189 3/4 TEST DOOR WIDTH W/ SINGLE POCKET }I u O Y a;` THREE TRACK FRAME DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING SRLE TONS SHOWN W THESE DETAILS k NON -POCKET MAX. MOTH 191 1/4• ausrEa Of 13 1/4" MAX. TYP. 4 µc mRS _ 6" MAX. TYP. AT HEAD/SILL AT srnC ENDS POCKET WALL sEE NOTE p. $ 3 '"',• b ALSO \ALSO BeBAPPROVED (E1TALIPLE BD-JT %%%%XX). XXX 6•� HEAD/SILL CORNERS (•-•(\ Ia• pit POCKET WALL f SEE NOTE /3. %-RP or LP-X F i o- •o WI m a XX or %%-RP or LP-%X or RP-XX-LP F a• .a O• a• POCNEr KA L •� •a .SEE NOTE /3 X%X of RP-XX% or LP-XXX ° I I I I 1 I 1 i nd 1 —✓ i I F x$ i 7/16• WERNL LAW Cum ppNfON 1 o Y I p JL�_ n X X X 1 0 . � a � 1� PANEL WIDTH � u O• O• O• O• 1 �J •o •o •o •o °'i PANEL MAX. D.L.O: a• o. •o .0 3/0 X 6/8 31-1/2".X 74-1/4• XXXX or RP' or LP-XX%% ar RP-%%X%-LP 4/0 X 6/8 43-1/2• % 74-1/4" ' 1 3/0 X 8/0 31-1/2• X 90-1/4' P 1 PROV WITH D ONFI • RATIONS & WITHOUT POCKETS 4/0 X 8/0 43-1/2• % 90-1/4• (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) "'U' W Out9 YPM• 1 3/ SMWO CLA65 3/16" WAT S1REN'D CLASS P19 IMerbNarO90 CP-6o1N� k ylYa HP PY9 PITERIAYER FI�IEAT pp..I9v q1 F d DPNemors ! (b.Hs.? 16" HEAT STHLW'O CUSS ? 3/16" HG1 STRENb 01f55 9UCONE 56C COW CORNNC 696 N n DOW CO,CORNNC M GEARS TYPR 'A' OLAM TYPE In, 0z 43 1/2" MA%. O.L OPG. 49 1 8 MAX. / 1) REFER -TO SHEETS 9.10 & 11 OF I4 FOR 7YPIG11l.CROSS-SECTON DETAR. PANEL WIDTH 2) REFERTOSHEETS 9OF 14FOR TYPM ANCHORS AHD NOTES.ro4 DOOR - THREE TRACK J)FORPOCKET WALLS SEE CENEPAL NOTESLEVATION /15 & 15 AT SHEET 1 OF 14. TESTED UNITDOORS IXA2ED— UO1—D GLASS RATED FORCEM6SILE IMPACT AND REOUIRE NO SHUTTERS. ryAc1TY.PSPIf1/a•SDL) DP tAPACRIT - T9P (ssRA3GLASS 'A' cLA� TYPE '9' cTasT1'A'cuss TFPB ' LARGE MISSH E 11IPACI' : .. OP CAP NOIDNAL ODOR SIZES 01119s WIDTH HEIGHT FT. N.e� MAN. EXT. (t) MT. (-) EXT. (a) WT. (-) EXT. (!) WT. (-) Ea. (t) INT. 8/0 (STEE W/ 1 STEE!)� 8/056.7 684 5&7 68.D 66.0 68A 6&0 68.0 (20R) 2 STEEL)12/0 8/0 56.7 68D 56.7 6&0 88A 68D 68.0 A 6BA(N/ • I (tit)8/O (W/ I SIM) 56.7 B&O 5&7 su - - 6" 68A 1I 2 (SDR) 2 STEEL.)16/0 0/0 5&7 58.0 %7 68.0 68.0 68A )6&0 611A(W/ (4DR) (W/ I STEEL)16/2(40R)B/O53.30&0f'"66.06&O 8/0 533 WO 533 60.0 60.0 60.0 60.0 6&0 2 SIEEIj 68.0 6&0 MA(W/ GLAZING DETAILS (•) 2h/36 DOORS MEET +76.7 & -78.0 OP r/'Dupont C.DW SOP To Min. VP TAM Edge Dial. vA 1 v.• I A• fR01 I SHEET B Y' .D7 • i AYN-aMMY, Nw- •• '-a.an a 3 MNNNNm a Ktl INTO K�AL DC TRGt ANC 1TPCIiI AYJgNS N PKS YflSTRUCfVRE M �ELEUATTIDY AT SEE [uv. i0R SPADNG ^ p Ja �MAx. $ a o O '� B GAP 1 !Y P.T. Z VWO BACK s S! V u Tw A'RACIIYRM DIR1n_¢ TYPCAL ANCHORS N PAD6 � SEE EILY. MR SPADNO 1. X.I. StEEL N CONTACT KDN ALW. TO BE PAW OR PLATED. G C N MAR SRImL 1. METAL STRVCNREB: Ci m m • ECODIl10 EOf01A10 T M � A) &- (STEEL la , 606. 0 THIL1t . O.TpS� �. B) AIVYNW : 60aJ-IS Yni (AWN O.OTB' Yd. iMKN) iBf boe 6e5 SWMm4 or ..aA W0R4 SkutHA /6U(�n)n. RYta AF'FRb ML4ION SEPAMIE MDA ANDMTCD GLASS r^ A. N NOTES: 1) REFER TO SHEET 6 OF 14 FOR GLAZING OPTIONS AND DP CHARTS 2) REFER TO SHEETS 10 h 1/ OF 14 WOOD THIGHS AND MEAL SiRUCTYHE$ NOT Of 1AW50N Oq. `1 fOR HORIZONTAL CROSS-SECTION DETAILS. MUST SUPPORT LOADS IMPOSEDftt gAZINO SYSTEM AHD DO • S) REFER TO SHEET 6 OF...14 ......... .. TRANSFER THEY TO THE BUILDING STROONRC. - .. FOR MAT. ANCHOR SPACINGS. _ j ' TYPICAL ANCHOR$: SEE ELEV. AT SHEET B FOR SPACING � G Q,O ANCHORTYPE CHART W CONC. or MASONRY TWIn. p c g q,R t y c7 • !g1 w� w n $ 1 i A 4 A4 TAPCON rr APL'ROVEO ENIN. 6Y ECR 1• MIN EMBED INTO OE KM C — a 6' 1 NU[fK A SEE CLEVATIM AT SHEET ' IA Ppi NiNf. EPACIND aPnNu RrAD-801 LIOI DaaMmm iqS� DUL Ik.orN+ ElW IAIRMDN t/4• 1/4' 1 a/4' 1' 7A6 Ktl BI®DFA 1/4' - 1 S/4' 4' B.7 KAI ANCHOR TYPE CHART' W R7( WOOD BUCK min. ORIO READ -BOA J41q 6M1A4�A DNP ¢s WAW i EICO ULTRAWN T/4• I/4' T l 1' .SS SO YRDOI Tp' t/4' i 1/1' 1• 93 50 sMS Ono Ia1 A17 n7 , ,/.• 1' ss 50 I I I INTO •_ s w® NLTN. STRUCTURES 4 ® I I 17 I STEEL : 12 GA MIN. (Fy . 36 KSI MIND I I I ALUMINUM : 1/6• THK. MIN. (6067-TS MN.) (110 I CONTACT WITH ALUMINUM 70 BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) 11'R(^u EDC_ DISTANCE (1/47 INTO CONCRETE AND MASONRY . 1' MN. (ELCO ULTRACON) (1/47 INTO CONCRETE AND MASONRY - 4' MDL (RW BUMEO) (7/16% Nt0 CONCRETE AND MASONRY . Y Y.. (ITW BUILDEK) 7 PER CUP INTO O WOSTRUCTURE . 1• YIN. INTO MEGL STRUCTURE 3/4- MIN, FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. I �.. . V1OD 3=3 NDT BY tAVSGN DID. MYSI SUSTAIN MUSED LOADS ' �5 1/4' CAP 6TAx. •, a a • •, - MEN snlcoE AnlcslvEOL • '�'�'. ,' $ $ $ x ! 13 ]' a�% ]A6•MLL LAMOMTED CAMS ' •''• u M w SnICOE ADHESIVE DIG CPPDWD • • ; q C i o pOx` ] 13 Al2 It r FN/gR.-STAB. Vi V.T V� NC[ IL INTO ft a9 2 um am RERa. ON �i lY) Fdr A... •-`' I'ASRIER raicc AND sm A4 Ibfm M DP ELEVATION AT SHEET R a FOR ouRT A] va[SSDats FOR FASiCNER SPACING > SHOWN d/ SHEET a OF 14 G 4 1a 1Is z ;•. a 2S .T. •. q .�] lj� ... • ' � 1] • J 1 lY .�' pmp C ---- f -- SCNEO/ PANEL Him i. �9WOM C O topam orl"ONA" ®._......_.,:_—. ..... StT AS OPO�NT1 OIwTIT PREss'" s"Dom fN SIEEr 8 (i 14 J . LVmELTERIOR ED S f DOOR "ID. 042 1/29 ExiO1I0R Fd1ABC PERDETOf cAL"m o . 3D/3T — XXX NOTES: 1) REFER TO SHEET a OF 14 v) FOR GWING oPT10NS AND DP CRAM 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET R OF 14 8 a •.'.,.1 V®D YIRTA NDT ITT LALDN INA "I 316TAM llPOSED LOADS FOR TYPICAL ANCHORS AND NOTES. 4) REFER TD SHEET 8 OF 14 ^ '• Y ,°' ; ]A6•-M LAMINATED MASS 1/4- OAP �:!' •r;, FOR MAX. ANCHOR SPACINGS. - • j • M['w SILICOE ADE$IVE MAX. ry � � ' •• •'ne � z r rxiPNL-..• Vi •i 114• MINA EM1E(EO MID 2f � i — — — — FOf FFASTOICR AUTOS A 49 �� a D"ATM AT SHEET P a FOR FOR FASTENER SPACING ' D Is I — — II •%: rc• AASt1111LOF//AFA 4A�A 4 11�4yr4�� .: aca ei?y'trj "• ;p.PRODUCTC2 '" ¢ — i� E=EUORO ''•' REO�W® am!rWrlmw(mtlnlTv:1A g441aZ� �' :fG=L� �T ' rb�� DOOI VIDTN f%•) ESTER[OI TRADE PERIMETER CAWNIG 1h;." r - Attry•�or: Db O4 �AL i8 ••• , �FAFIA o% if ` 2D/2T — XX DOUR ncx vlom aes 2u9 .12 It 1 St.. F}VRO, sla 1/4• MAX. V} I V.• MIN. EMSD. DNTO :',•d•\'•..,` m v •.., y a. - Ex P.T. v® WCK SHIM DETAILS Ult AT SWEGNALT INSTALLATION Id y t ' . V O 3i ..H • • 1I4• TAPCDR s APPROVED EQ AL In EOI W 1 214• MIX ENDED. INTO OE .AI Conn pP a t. • A pl - • R r� i i• FIAT COMM L SEE ELEVATION AT CLCAN SILICONE AIDESIVE NOTE. SHEET B UP 14 FOR xAx. SPACING, MI6 HEgO. AS SEODfNO COY•ONO FOR POCKET WALI9 O z � y (p ', SEE GENERAL NOTES GO p . 4 PRF�UI� SHMIIN ON/ I I SNEEf a 01. I 16 WEEP 18 AT O �.7 .A WEEP 1 OF i.. = y C9 P+i• N •� •• _ _________ �. ._-___-_ _ I _--- ------- D KE��CD--______ IN .� . T I '• .. to � y 6 � u le IT �pp Z F • •D L4 �` • •• Cx7EN1OR GRACE PERIMETER CkUING POCKET DEPTH I,.: TEST ppOi vI01H 090 S/8•) ^ o Y M 4D/3T — XXXXP R 1 NOTES: 1) REFER 70 SHEET 8 OF 14 t WPICA'I' ' N N` FOR CIAZINO OPTION$ AND OP CHARM. y P i Hj SR ELEV. iDR �� SEE EL ANCHDRS w PANS YL [IEV, FOR SPAC0IG 2) REFER TO SHEET 9 OF 14 $ a M 1/4' MAX. $ FOR VERTICAI. CROSS-SECTION DETAILS. n a 1/4' MAX. SHIM 3) REFER TO SHEET 9 OF 14 FOR WPIGL ANCHORS AND NOTES, 4) REFER TO SHEET 8 OF 14 4 8 •' yy ' I FOR MAX. ANCHOR SPACINGS. d •4.y • I T �� r • � i M RIRUCTURE ITTACRNRN7 DIR tl. q ..in«•�...�kO4 �;i• . •• I. ALL STEEL IN CDNTACT WITH AUY. TO BE PAINTED OR PLATED. �14TAL YETAL STRUCNRES: - _ - _ SUCfU.7E 2.A) STEEL : Fr m 35 KSI •RN. p7[�;•}0 owptj1T� Fib'' }C] pW C y W --. �• ' (BrEEL 12 Cl MW. MICK - 0"05') B) ANLUNUY : 609S-TD YRN. ��• (ALUM. O.OTB' YIN. THICK) _ m y�Ilm""F1 =_-_-----==_____ r • f.'�•Iv .. • ---------------- ---------- n is __ SCRWN Door PAeEi .. i PTTONLi Flinn P'oiloH 1TEY / 1 1.2 2 3 4 5 6 7 B 9 10 11 12 l3 14 15 16 17 18 19 20 21 Be 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 I SGD-9200 BILL OF MATERIALS — 2 k 3 TRACK FRAME 1 3/4- MIN. EMBED. '7 a ?OR ANCHOR TYPES SEE $ NOTES AT SHEETS 3, 6, & 9. ]. FOR POCKET MALLS SEE GENERIC ' INTERIOR NOTES /tS & 16 AT SHEET 1 OF 14. ✓,�'- m yy a AT NIGH. ANCHORS , ... INTERIOR 0 3 SO c ■ $EE8• D.0 ELEV, , p � g e p FOR SPACMC _z •••• ; C .Trf F to i 1e 5 o f 3t m 'a a ti C7 t ! C7 Fz < a to t 3 3, 1 t •A ^y 6 F Sm0- BA9 ' ON tT 4LE5 U61FD ■ m .� -EXTERIOR / e O .� e: •� TYPICAL ANCHORS a ABOVE { '. a z� _ •�' AT 8. O.C. 7,� v � F S€E ELEV. '� ■1 ® p` F(R SPACING. SHIM 1. 3/4- MIN. ,ti 00 ' EMBED. H1 N o EXTERIORS (D POCKET DOOR HOOK o ATTACHMENT DETAILS 3 j .. f FWa.Bhtlr. avtl NnTL0ai4 "' .•... D ® F •: Duomaerit■4x■•A'.i0tm TL o•T1Ho mLs-plpz 1so nen Y R i$ MO1�1oq% ]/0a ome ■ j Mob6sM IOOIL®mpnp'v5 p$ 7W "IN Ly i &aoan a14 O.Ms T 8 a i ! wNt■cmpomaNa TLe!-fe II Ouo�mpazB•dw■'A•.l4zs Tf Kv. 4 S T—I m l6a 0A i Ullm•ci% 073.0 ))aie AtmvN®1WK®agzlay pR T'4.o Ddie •Aa 6N6 $ a < r 4�rU4 1. 11lz., e i OOJ,.•••"" ••.;Vf4''y •LL A'•'�Itf`�t �•y O.2e "ODDU T-' wo1y -HUD.0n80+& d g •'• N ALCp•aWNe 0 . t2 p Lt IZatB AF/EERIII} sa Mint PART / WY. I DESCRIPTION REMARKS L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM I!-9211 1 2 TRACK FRAME HEAD (Molt)-SlI*) 6063-T6 ALUMINUM L�-9206 1 2 TRACK FRANC SILL 6D63-TS ALUMINUM L'-9212 2 2 TRACK FRAME JAMB 6063-TS ALUMINUM L�-9204 1 X PANEL PANEL TOP RAIL 6063-75 ALUMINUMR L'-9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM LI-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM L=9202 t PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM L'-9203 I PANEL EXTERIOR INTERLOCK 6063-76 ALUMINUM L'9207 I 1 IPANEL ASTRAGAL 6063-T6 ALUMINUM L=9209 I AS REO'0. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM L=9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM L-9208 1 3 TRACK FRAME SILL 6063-TS ALUMINUM L=9213 2 3 TRACK FRANC JAMB 6063-T5 ALUMINUM PVS-016 AS REO'D. BOTTOM RAIL VTS'P ULTRAFAB B0267570K PWS-009 AS REG-D. PANEL TOP RAIL VTST .187'x.310• C7830-6g01-U PVS-003 AS REWIL FIN SEAL WEATHERSTRIP .187N.210'. (7820-6001-9) VS/,5-004 AS fEE('D. BULB VINYL ffPVC) 1/4. D.D. L=9O16 2 I SELF ADHESIVE PILE PAD 13/16- X 1 1/2' NC-046 2 MVG. PANEL TANDEM ROLLER 2 EA. MVG. DOT. RAIL FS-003 2 ROLLER ATTACHMENT SCREW 08 % 1/2' F.H./PHIL. AR-008 2% PANEL IPANEL -C- TRACK CLIP 6063-T6 ALUMINUM FS-D42 AS RED0. -C- TRACK ATTACHMENT SCREW 010 X 1' SMS F.H./PHIL. L%9018 HO 1 X ANCR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM FS-011 1 X CLIP I FIXED PANEL CLIP SCREW 010 X 5/8' PH/PHIL. AR-020 M INTERLOCK STEEL REINFORCEMENT I/2' X 1 1/4- (36 KSD AR-021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2' % 1 I/2' t36 KSD AR-024 • INTERLOCK STEEL REINFORCEMENT 3/8' X V (36 KSI) HC-047 I MORTISE LOCK HARDWARE V/ HANDLES t. KEEPER • 1 z Ponel 7/I6• LotvnaSetl MS. Gloss See Glazing Oetoils L-,9022 ■ ASTRAGAL PANEL SILL CLIP 6D63-TS ALUMINUM L-,9215 I POCKET JAMB HOOK 6063-TG ALL94NUM SM=5731 ■ NEUTRAL CURE SILICONE Shcnee-Moreheatl 5731 DC;•899 I AS REO'A I NEUTRAL CURE SILICONE Do■ Corning 899 I• NEUTRAL CURE SILICONE Trem- SpecSrm 2 HC,L045 2 NYLON PLUG ( .480• HOLE 7 RIGID PVC HC=043 2% PANEL NYLON TOP GUIDE RIGID PVC rs, O AS REO'D• iRAME ASSEMBLY SCREWS 18 X I/2' P.K PHILLIPS FSF013 AS REWD. PANEL ASSEMBLY SCREWS 010 X 1• PH. PHILLIPS FSrOl9 AS RE00. INSTALLATION SCREWS Al2 X 1 3/4• FH✓PHIL.G PL 75.602D AS REO'D. GLAZING SETTING BLOCK SOFT PVC 1/e• K 1/8' z 21. - SCREEN PANEL ■ SN-9504 AS RED'0. JOINT SEALANT $CMee-Morehead 5504 ■ PERIMETER CAULKING OSI POLYSEAMSEAL M 1 I PRODUCT LABEL 1. I 3.625 .062 71 11.000 ® _ 1,00�0 -! .062 QQ J{J{ 1.594 FRAME HEM 0 .376 3.50D 1.218 •'� N I`A g m .� w 9 o x 00 O 8 062 1.000 L 1.500 I II s i t rn rn lYi0 TRACK EETS HEM 1.594 AT SNEEiS B, . 9, MULTI-SUOE FRAME NGO � Oj-.6871-- FRAME JAMB PANEL TOP CORNER - L7iAM TDP RNER y 2 O es Z q 6 q y 7� � 0 z a { .090yr II 062 1-gi �I-�2 I 2.2s0 t,fi87 .094 1.13z sss �I 1' j5o o6z 1.590 t50 �ryy0 TRACK FRAME i 4•RAME SILL O .. 1,619 O INTEWOR INTERLOCK 0 .. < rl� a `y N o 0 $ I ©C& C0.7 0) it .390 1,241 L 2.000 I.062 890 r .062 2.798 2.039 1.619 .150 1.590 .062 1.132 E 4 2 R .890 � Q PANEL TOP RAIL 1.197 Qy PANEL BOTTOM RAIL .094 ---1.687 Qe EXTERIOR INTERLOCK PANE RDTTOM ORN R 4 a g g 2.688 844 180j .838 1.62.62 2.280 .09a FRAME 80TTOY CORNER t `. n i a ! p 10 GLASS STOP a - LOCK STAE I 4. O 1.655 .531 .524 .580 .875 ASTRAGAL. STILE PRODUrTMM1NCD rr�pSYhOwMhanElmim rf H lid,, 0�1 c� c; z 6; 3.000 E- .070r1-1250 ® .125 - 1.142 ® .tza mob _ 8` �O �i 11 � FIRED PANEL CLIP ASTRAM RETAINER SILL RISER p Mi®iDNNiYPdoti N r� 49w m N aiXFS FF 11 ��,\\\\\\\\\\�\\��ff�Gjj SSFf O ' o W o 2 �. .i 0 $ � o W� L A W Ve so a ' n r 0 Jill N T F� NO D6220 #: {r gS. ww 12-012124 a 1:-Wnm L�1 WS ON qf` a m Ysas wu-Sea. aoe. aw . a Es01 N.W. ST. ? pf f 4i^ web . mic ege YEDIEI', FLORIDARI131 O6 rH No. (305) ass-esso JOMAy�:e`� YANUFACTURBR'OP QUAG7Y ALUYlNUY IlNDO/S AND CLASS DOORS R. ERAZO "ro/NS/+e SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) MaVA ON DKYAW. AEWMRCEMEM & FRAME CORNER ASSEMBLY DRYADS DA _ w.r. rwr ire �~ �� 15200-IEOI "P a av a `•`�