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HomeMy WebLinkAboutProduct Approval (2) MIAMI•DADE NEANH-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) RECEIVED www.miamidade.Qoy/economy SIW Solution,LLC AUG 0 q '1,y 975 S.Congress Ave.#102 Delray Beach,Florida 33445 z ST. Lucie County, Permitting 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 A-U 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 DESCRIPTION- �eries500-9" wi Aluminum Outsng Doors w/wo Sidelite or Transom APPROVAL DOCUMENT:Drawing No.W13-68 Rev F,titled"Series 500-9 Alum Outswing Entrance Door (L.M.I.)",sheets 1,2,3,4,4.1 through 16 of 16, dated 12-30-13 and last revised on Jan 08,2019,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,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 Limitations: 1. See DP tables for X or XX in sheets 2&3, O/X or 0/XX in sheet 4,for'O in sheet 4_1 and door w/sidelites (Narrow stiles w/wo Reinforcements and/or Wide stiles)in sheet 5.Lower DP from door w/transom or sidelite may control. - 2. Max single door,leaf width mulled with sidelites in sheet 5, shall not exceed=36-91/6". 3. ADA threshold options#1 and 92 are not rated for water Resistance'and limited to DP=+./-62 PSF. 4. Glass A is limited to DP=—+/-70 PPSF. Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMF*4ATION 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#17-1115.01 (former S11W Impact Window,LLC) consists of this page 1 and evidence pages E-1,E-2 &E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. MIAMI"DAD�E COU-1 NOA No.19-0131.14 e s Expiration Date: May 22,2023 Approval Date: February 28,2019 oo\ Page 1 SIW Solution,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files#see below) 2. Drawing No.W13-68 Rev C,titled"Series 500-9 Alum Outswing Entrance Door(L.M.I.)",sheets 1, 2,3,4,4.1 through 16 of 16, dated 12-30-13 and last revised.on Oct 06,2015,prepared by Al-Farooq Corporation,signed and sealed by Javad.Ahmad,P.E. B. TESTS (submitted under file#14-0305.06) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202,-94 Along with installation diagram of aluminum Outswing doors w/wo sidelite and transom,prepared by Black Water Testing Inc., Test reports#BT-SIW-13-001 and BT-SIW-13-006 dated June 10, 2013 and December 11, 2013,both signed and sealed by Yamil Kuri, P.E. Note: The above test reports have been revised by an addendum letter dated 05/09/14,issued by Black Water Testing Inc.,signed and sealed by Yamil Kuri, P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 Water,R.esistance.Test,per.FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of aluminum Inswing/Outswing doors w/wo sidelite and .transom,prepared by Hurricane Engineering and Testing, Test Report No. HETI 07-4339,HETI 07-4371,HETI 07-4371,HETI 07-4372,HETI 07-4373and HETI 07-4374 dated 01/03/08, HETI-08-2184A&B dated 10/01/08;HETI 09-2572A,HETI 09-2573 dated June 30,2009, all signed and sealed by Candido Font,P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (51 Edition),prepared by Al Farooq Corporation, dated MAR 27,2015 and last revised on Jul 30,2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Isha I.Chanda,P.E. Product Control Unit Supervisor NOA No.19-0131.14 Expiration Date: May 22,2023 Approval Date: February 28,2019 E-1 - 1 SIW Solution,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the"Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (former E.I.DuPont DeNemours & Co.,Inc.)for the"Butacite©PVB interlayer", expiring on 12/11/16. F. STATEMENTS (Except item#1, all other submitted under file#14-0305.06) 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/25/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated 05/09/14 ref#BT-SIW-13-001 and BT-SIW-13-006,issued by Black Water Testing Inc., signed and sealed by Yamil Kuri,P.E. 4. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by HETI, signed and sealed . by Candido Font,P.E. G. OTHER 1. This NOA revises NOA#14-0305.06,expiring 05/22/18. 2. Test proposal dated 05/23/1, approved by RER. 2. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No. W13-68 Rev E,titled"Series 500-9 Alum Outswing Entrance Door(L.M.I.)", sheets 1,2, 3,4,4.1 through 16 of 16, dated 12/30/13 and last revised on 11/07/17,.prepared by-Al-Farooq.Corporation.si.gned arc?,sealed by Javad Ahmad;P.E: B. TESTS 1. None. i C. CALCULA'IONS 1. Structural analysis complying with FBC 5th Edition(2014) and FBC 61h Edition(2017), prepared by Al Farooq Corporation, dated 11/03/2017, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. for their"Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their"Trosifol RO i Ultraclear,, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 61h Edition (2017) and letter of no financial interest,prepared by Al Farooq Corporation, dated 11/03/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises and renews NOA#15-0406.13, expiring 05/22/18. Ishaq 1. Chanda,P.E. Product Control Unit Supervisor NOA No.19-0131.14 Expiration Date: May 22,2023 Approval Date: February 28,2019 E-2 SIW Solution,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. W13-68 Rev F,titled"Series 500-9 Alum Outswing Entrance Door(L.M.I.)", sheets 1, 2, 3,4,4.1 through 16 of 16, dated 12-30-13 and last revised on Jan 08,2019, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to lKuraray America,Inc. (Former E.I. DuPont DE Nemours &Co., Inc. for the"Sentry Glass® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. 'Notice of Acceptance No. 16-1111.01 issued to Kuraray America,Inc. for their"Trosifol Ultraclear,, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS (submitted under file#18-0116.11) 1. Letter of conformance to FBC 2017 (6t'edition) and No Financial interest dated NOV 07, 2017,prepared by Al Farooq Corporation, , signed and sealed by Java Ahmad, P.E. 2._ Statement letter.dated.DEC.2 8,20 19;issued by.SIW Impact Window;L--L•C:that it hay:so]'�a?l assets of Exhibit"A"NOA(s), equipment's, accessories and"Know how" and No longer manufacture the products and request to rescind the Exhibit"A"NOA(s), signed by Abdiel Lopez,Manager. 3. Statement letter dated DEC 30,2019,issued by SIW Solution,LLC that it has purchased all assets of Exhibit"A"NOA(s), equipment's, accessories and"Know how" and request Name change of the Exhibit"A"NOA(s) , signed by Steven A.Tourek, Secretary. G. OTHER 1. This NOA#17-1115.01 (former SIW Impact Window,LLC), expiring 05/22/2023. 2. Bill of sale dated DEC 28,2018 between SIW Impact Window(Seller) and S1W Solution,LLC, (purchaser),signed by respective company's representative,Abdiel Lopez,Manager and Steven A. Tourek, Secretary. 3. Division of corporation listing of SIW LLC, as active status Ishaq 1.Chanda,P.E. Product Control Unit Supervisor NOA No. 19-0131.14 Expiration Date: May 22,2023 Approval Date: February 28,2019 E-3 Z h m BR 0 ." GRILLE B N NON STRUCTURALF SHAPES VARY IL WNW DECORATIVE GRILL": a❑C SOUD 3/16"HEAT STREWD GLASS 3/16'HEAT STREN'D GLASS OPTIONALUM BAR O O N r V 090'Interlayer 090"Interlayer 0,t7 W o Trosifol PVB v SentryGlas I' a. By'Kuraray Americo, Inc.' By Kuraray America, Inc.' ®o l O 3/I6'HEAT STREN'D GlfSs 3/16"HEAT STREN'D GLASS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT_ �rc z 0 N SHUTTERS ARE NOT REQUIRED. WLit o o 'f I7 L9 4 .J 4/GRILLE MIN. SERIES 500-9 4w in rw m m d i t I is ALUMINUM OUTSIYING ENTRANCE DOOR O \ SINGLE X AND DOUBLE XX LEAF DOORS W 0 TRANSOM SEE SHEETS 2 & 3. v e / I iii SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4. cn 3 li 12 c� 3 III 12 I SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. o d t SEE SHEET 2 FOR GLASS TYPES AND LOCKING OPTIONS. c w n SEE SHEET 3 FOR GLASS TYPE AND ADA SILL. SEE SHEET 4.1 FOR SINGLE SIDELTTE AND GLASS"TYPES. Oj v 0 \ /SILICONE \ /SILICONE t3 / LOWER VALUES FROM TRANSOM/SIDEUTE CAPACITY CHART OR DOOR CAPACITY JL,i to.. \ DOWSIL 995 �i \ DOWSIL 995 \ / WILL APPLY TO ENTIRE SYSTEM. J¢"1 ' J DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS WHERE WATERS CJ LL c, INFILTRATION RESISTANCE IS REQUIRED. 0 0 tr=m �IAS TYPE 'A' GLASS TYPE 'H' ALTERNATE GLAZING DET03L DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS WHERE v 1 7/7w,LL LAM.cLAss 7/16' OVERALL LAM.clAss GLASS TYPES'A' &'B' '`, WATER INFILTRATION RESISTANCE IS REQUIRED. 000 M N m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 5/32'TEMP.GLASS REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE ti AIR SPACE 3/16'TEMP. GLASS INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 3 n L 1BYOR 2BY W000 BLED & BUCK FASTENERS BY OTHERS, MUST BE DECORATIVE PANEL DES AIR SPACE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 0 AIR SPACE TO THE BUILDING STRUCTURE. 5/32"HEAT STREN'D GLASS 3/16"HEAT STREN'O GLASS - ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 090"Interla er 090"Interlayer AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE rc y Trosifol PVB MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. By'K ol PVB s $$= By uraroy America, Inc.' By'Kuraray America, Inc.' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 5/32"HEAT STREWD GLASS 3/16"HEAT STREN'D GLASS6¢o ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT y 6$a SILICONE SILICONE COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE y a DOWSIL 995 DOWSIL 995 REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY ",H a_ .� OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR c v WATER INFILTRATION RESISTANCE ETC. w v n o^0 0 19 t7 ! II 17 I! CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, a 7 o u o w LL ^ 0 13 ii it jl t � 13 it II i1 t � L AND TO BE REVIEWED BY BUILDING OFFICIAL. � l/r7jr O rii \ / o \ / 8�pw7crvfeEa S •'VaENSF :® .\ ME / — \ CARDINAL XL .. ®raaplTing rites the.F,1vLL_ �' \\ EDGE SPACER f yrrkting pawn No.705'92 ' ST.STEEL I; AeaLHaece N. ^Of��•/� �• ` I"viralw Date MAY 7z -674S �` O GLASS TYPE 'C' GLASS TYPE 'D' // `` ��:,• an8,2019 �� (� ,Cl.4 vl3. �®�,• TATE OF Qy` drawing no. 1'OVERALL LAM. INSUL GLASS 1'OVERALL LAM.INSUL GLASS 'Neur.u°cC�Cr+1m3 ' rZORIDP.•'�0�`: X113-68 ••t GLAZING OPTIONS tnnnl 5F h DOORS WITH STI} 3 POINT LOCKING HARDWARE p 39 3/8'MAX. ° m 176"MAX. (� FRAME WIDTH FRAME WIDTH °n M 13 3/4" 13 3/4" Z 5 1/2"MAx. HEAD• 5 1/z' MAX. 4 HEAD MAX. 0 HEAD/SILL /` SILL HERO/SILL A _- SILL CORNER'S CORNERS - �7 pIz W la e{ HEAD ANCHORS AT STILE ENDS (7)AT 3°O.C. 'm ® m o i 1 Ii C m ae al — —�t===— o n — r Jt--- r z M d1 dS I I — I m,y °8 Y dl j'—'I I--- I ,j g N J ¢N myu nn / g _ � p _— YI{ E3 _ u a, is :; , J /f;I V I LOCKING SEE SHEET 14 FOR LOCKING OPTIONS o N o �� \ �j r EE SHEET 14/OP'TIONS !2AT ACTIVE & INACTIVE LEAFS. oLO N LOCKINGEP 14 ==-JiI (mil av 11 \ I OPTIONS it \.\ _ �W� a 1 ! SEE SHEI I 00' m i i o ACTIVE \I INACTIVE 1 I w u') J SURFACE APPLIED yr SURFACE APPLIED LI FALSE MUNTiNS OR B m� FALSE MUNTINS OR B - of m� 'Ik-``il 6 1-12" DECORATIVE GRILLS DECORATIVE GRILL MAX. MAY HE USED 29 9/16'MAX. ! MAY BE USED 26 9/16' MAX., ur SILL CORNER ANCHORS D.L, OPG. D.L.OPG. AT ADA THRESHOLD ONLY , 1 t 36 9%16"MAX. 36 9/16'MAX.; o SILL ANCHORS AT STILE ENDS DOOR LEAF WIDTH DOOR LEAF WIDTHS m (7)AT 3°O.C. a P A�,ILTIO TYPICAL ELEVATION Txx c 60 DOORS LOAD CAPACITY- PSF NATE: SINGLE{X) OR npDDLE{]DI) DDoxs rnTapuT TRANSOM �` GLASS CAPACITIES ON THIS SHEET ARE SINGLE 000ft(x) DOUBLE 000ft(XX) GLASS LocEs aTNGEs BASED ON ASTM E1300-09 (3 SEC. GUSTS) car 6 O n o a cl DIMS DIMS TYPE`A' TYPE 'H' TYPES'c' & 'D' TYPES I, 3 TYPE 4 TYPE 5 QUANTITY AND FLORIDA BUILDING COMMISSION ° s o FRAME FRAME FRAME FRAME p� DECLARATORY STATEMENT DCA05—DEC-219 o w WIDTH HEIGHT WLDTN HEIGHT EXP.(+) INT.{-) !,j+) IN1.(-�) EXT,(+) INT.(-) IXT.{+) IM.(-•) EXT.(+) INT.(-) 'EXT'.(+) INT.(-•) LEAF9-3/8" 80' 76' 80' -70. 70.0 60.0 60.0 800 800 60.0 80.0 fi2.0 620 3 `39-3/8" 97-3J4" 76" 97-3J4" 70.0 70A so.n 60.0 80.0 80.0 60.0 60.0 `62A 62.0 4 ?R0D1JCTREv1S69 a GEAtS,F'-•,� 39-3/8° 108" 76° 108" 70.0 70.0 80.0 80.0 - - 80.0 80.0 - - - - 4 .y� plgiugtrElh Ore F'fali3t EXT.(+) DESIGN LOAD IS BASED ON STD.SILL ItvFSTag Cada .70552 EE SHEET 1 FOR GLASS TYPES DESCRIPTION. GLASS D.L.O. FORMULAE: �a°1i1n°CC NO / D.L.O. WIDTH is,FRAME WIDTH - 9.813" (X DOORS) ):sptmtlsnQata SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION. m a -(FRAME WIDTH - 22.875")/2 (XX DOORS) S(nc, �..�, �+.°- '•. an B 2019�= # D.L.O. HEIGHT,= FRAME HEIGHT - 11.5" (4" BOTTOM RAIL) Pecx:R:iCaaf7ab STATE G(P drawing no. • FRAME HEIGHT - 13.5" (6" BOTTOM RAIL A'LORIDP.: �� = FRAME HEIGHT- 15.5" (8" BOTTOM RAIL} �� f�saAL� ,� W13-68 # USING #20305,(1/2° HT.)THRESHOLD lllllf111t111 sheet 2 .116 •L .p DOORS WITH SURFACE APPLIED PANIC HARDWAR 39 1/4- 79-1/16- FRAME WIDTH FRAME WIDTH m U, 2N al 5 1/2" MAX. 5 1/2'MAX. • 10L -,q e 0 HEAD/SILL Al HEAD/SILLAl R CORNERS CORNERS IL HEAD ANCHORS AT STILE ENDS Cf 0 (7)AT 3-O.C. 0 0 cl ul U) o M 0 ,0 mt h-0 g.. � wNg - - - 1 9 Im to W SVR SVR I c� 4 SEE SHEET 14 SHEET 14 SEE SHEET 14 FOR LOCK DESCRIPTION C) aoAND SHEET 9 FOR DETAIL. 20 t Jit 14 Lj D AT 110�S AT A O.C. STILE END V, S cn XE /?S 14 00 :OAU:E g 2 Z, 0 0 a3 61 m°wc r,La Bl Dow t1lrno 26 9/16"MAX. 26 9/16 MAX. D.L.OPG. D.L.OPG. r 36 9/16-MAX. 36 9/1 MAX. SILL ANCHORS ILE ENDS DOOR LEAF WIDTH _ODOR LEAF WIDTH (7)AT 3"O.C. a 0 TYPICAL ELEVATION TYPICA L ELEVATIONCda -ol do u=DMO tc 10, *1 I 4 X 0 Doo TIONS x F� MV ON I DOORS LOAD CAPACITY - PSY 1.AL DOORS LOAD CAPACITY - PSF wProdictC SINGLE DOORS(X) DOU13LE DOORS (XX) E 'B' GL&SS TYPE 0 GLASS TYPE '111 65 -,- DOOR DIMS. ADA TRRESHGLD DOOR DIMS. t ADA THRESHOLD 5- FRAME r FRAME FRAME WIDTH HEIGHT EXT.(+) INT.(-V WIDTH H=E• Exr.(+) INT.(_) W0111fill'i/ 39-1/4" 97-3/16"1 62-0 0 76-1/16-1 97-3/16" 62-0 62.0 PD..A!4f COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. STATF OV 7. - DOOR D.L.O. DIMS' - Jan 8 2019 DLO, HEIGHT= FRAME HEIGHT 13.313- (6- BOTTOM RAIL) 0, ` D.LO WI - I DTH (X DOORS} FRAME WIDTH - 12.625" .401RDN..' ...... 68j D.L.O. WIDTH W.DOORS) (FRAME WIDTH - 22.875)/2 `: ! +,. on&gaisocgo \y�uo�7+�m\�nn'U�a0t1\�m�:^.mx^'Nh.Sre a(Joj. . ` -j T__\_=\=__iy''I1Ii�IIiI�yt,FtiiI1�t�/^/•/=___/___j 1--"_ 6!�1jiIiiIIijiiII i�v rmn 4. orX oaWrc�n \mo�¢•�Amnn¢aoz i\�mm¢�M`w"�uho-o da �, _ \,=/'s_-/_=__=y_-_ti�y_I1I1�lIjaiiI�111.�1ilj�1j'=-/i,:+;»i=•I1-.�'!tI�1'�';_�}'�r.k'l_^.-,_--+:�j,___/_='��!�IiII u II�bII!iiiI1jiIIIiIIitII tilIli/%I'//>b(/•'�. •./ SINGLE TNG)6H"R DOUBLE DOORS TkRuLsA75(N0f.S:($O+U)8 INCAi.P(-A )C1 IDTY -Pk.S�I.N.FLAS TLS C16fiS TE GLASS T• Di---- --f.P�'(ED40RjRANSOM FRAME WD. DOp fTRANSOM FRAME WIDTH FRAME/ 1. TRANSOM DOOR TRANSOM 37 1/D" 73 3/8"MAX. WIDTH HEIGHT HIGT TRANSOM LEAF W. TRANSOM LEAF WIDTH 24 68.4 64 684 84 60.0 60.0 72" 30' fi5165.1 65.1 65.1 60.0 60.0- ZWap�pOttuww13 3j4S 13 3/4" ( ) MAX.1/2"MAX. p (2)ANCHORS 5 1/2- MAX. �a MAX. 2. 62 6 � 60.0 60.0 ¢ E } AT TRANSOM ENDS HEp HEAD/SILL �LHEADjsilt 24" 60 61.0 7.0 60 60.0 60.0 3 ` mNN120doN u"; nUua rJp ?J15Na�Muo.oN4WatNn- w ' i>vmHnJ_' ou �CORNERS CORNERS 30 .1 58. 58.1 58.1 58.1 58.1 -_ 36' 55.4 55.4 55.4 55.4 55.4 55.4 24" 62.2 62 52.2 622 a 72" 30 59 595 59.5 595(XX) It 108" 3 57.0 57.0 57.0 57 - 2 It 2o 55.4 554 55.4 o / __ .yr---- 53.0 53.0 .0 53.0 1t {}U} 50.8 ¢Z wmO 6M H as 3/8 ZOg635 .O 70.0 80.0 80.0 60.0 60.0 39 3j5" 70 00 80.0 . DESIGN LOAD IS BASED ON SD.SILL OR LOCKS AND HINGES LIMITATIONS SEE SHEETS 2& 14. (5)ANCHORS N AT TRANSOM ENDS ALL LOADS D.L.O. HEIGHT (TRANSOM) Q TRANSOM LEAF HEIGHT - " cn In iI D.LA. WIDTH (TRANSOM) TRANSOM LEAF WIDTH 10" mo 2z ^ oUOom 1 LOCKING OPTIONS SEE Oy SHEET 14/ MODUCI RW.�LOCKING OPTIONS w- with-l6e L-dit 1 SEE A . d 1D A N 7',11 SHEET 14 ZdrN I 1 lisPir's18po Dxte--`��" €C IIi S 4 y ACTIVE ZI INACTIVE ACTIVE I'tirr t SURFACE APPLIED rn SURFACE APPLIED I �" _ _ rn 3" FALSE MUNTINS OR mw FAL5E MUNTINE OR n n m DECORATIVE GRILL S DECORATIVE GRILL $d a MAX, c m v t MAY BE USED 26 9/16 MAX. o MAY BE USED 26 9/16 MAX. in''o 0 0 A a a o a SILL CORNER ANCHORS .y D.L OPG. D.L.OPQ. AT ADA THRESHOLD ONLY ' ^ 36 9/16-MAX. 36 9/161 MAX. SILL ANCHORS AT STILE ENDS C' (7}AT 3"O.C. `11yy1N A&IAlf DOOR LEAF WIDTH DOOR LEAF VlIDTH �� n.' (O/x) '; (O/XX) = ^ NO.70592 ��'• 3an82019• ,= c� "®'•.• GTATEOF Q(/ drawing no. Wl 3-68 sheet 4 of 116 108°MAX. (GLASS A& B) 97 3/4'MAX. (GLASS C & D) FRAME HEIGHT 106 5/8"MAX. (GLASS A& B) 95 7/8'MAX. (GLASS C & D) mil^ SIDELI(E LEAF HEIGHT c w u o n 96 1/2'MAX. (GLASS A& B) m w x rn m m 85 1/4-MAX. (GLASS C & D) D.L. OPG. o Inal U n m 6"Fo N�r�I��*a S Np�p S �" • ° m nlm r.l NF . a n yy • b O v � H y C I I I I o C v W ti ^ LL__-__ _____-U, LL_____ O O 0 I I m _____.N�\ �R_____ _nom\ R_____ u _ rn �a v F � I I I I I ,p o o '!' UJ JAMB JAMBS y o n CORNERS m y + �5 yrn c O (n d rr-I cl H z N H T tl' nv'-�rtji P'•9CN e) W n date: 12-30-13 rrl. : SERIES 500-9 ALUM OUTSVANG ENTRANCE DOOR(LM.I.) AL-FAROOQ CORPORATION m s escn Ion ENGINEERS&PRODUCT DEVELOPMENT T scale: ) 2'=1'-0' NO CHANGE THIS SHEEP S�W $O�UtIOT15� LLC./ 9360 SUNSET DRIVE;SUITE 220 REV.PER RER COMNENDi 975 S. CONGRESS AVE. X102MIAMI,FLORIDA 33173 (C.9.N. 3538)d,hy: TARIO UPDATED TO 2017 FBC DELRAY BEACH, FL. 33445 TEL(305)264-8100 FAX.(305)262-6976 COMPANY NAME REV. (X) P eh)L by: TEL (561) 274-9392 FAX. (561)274-8262 COMP-ANL\W13-68SIW 159 3/4' DESIGN LOAD CAPACITY PSF TESTED FRAME WIDTH 1. lu SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS 13 3/4' - 5 1/2-MAX. (6)ANCHORS GLASS TYPE'A'(SEE NOTE BELOW) GLASS TYPES MAX. (7)1 AT HEAD/SILL A .C. GLASS TYPE'B' CORNERS ---------- NARROW STILE 0 DOOR NARROW STILE, NARROW STILE WIDE STILE WOE STILE c4 z SIDELITE FRAME SIDELITE SIDELINE SIDELITE SIDELnT 65 ;in al WIDTH HEIGHT W/D REINF. WITH REINF. W/O REINF. W/O REINF. INCHES INCHES EXr.(.) INr.(-) -(+) 1-(-) -(+) INT.(-) M.(+) INT.(-) 0 d 30 80.0 80.0 80.0 80.0 80.0 80'0 60.0 60.0 NARROW 36 80.0 80.0 80.0 '80.0 80.0 80.0 60.0 60.0 SIDEUTE I- Cj 0 m 42 80.0 80.0 40.0 80.0 BMO 60.0 50.0 m 46-7/8 Box 80.0 80.0 80.0 80.0 80.0 NARROW I 46 80 80.0 80.0 SIDEUTE /,I ao.o 800 athq 8D.o ss Sa WIDE "011 0 IL 13 52 73.8 73.8 73.84 SIDELITE 73.8 73.8 '�p.s -d .6 7 0 . 71.1 71.1 711 71 54 71.1 71.1 <U 56 686 sa 68�6 68.6 Sex 68.6 T .6 WIDE ! 64�O 64-.0 64.0 r 60 64.0 64.0 84.0 r SIDELITE ZOE m Sao ---- I z 80.0 80.0 8040 mo 0 1 30 80-0 80.0 80.0 Obi 36 80.0 80.0 90.0 80.0 80.0 80.0 60.0 6�.. 42 Box 80.0 60.0 80.0 8R.0 aO.O 60.0 60.0 y.80.0 46-7/8 80.0 80.0 Rio 80.0 80.0 80.0 48 - 84 80.0 80.0 80.0 80.0 8010 80.0 52 73.8 7.3.8 73.8 7.3.8 718 73.8 54 71.1 71.1 71.1 71.1 71.1 71.1 56 68.8 68.6 68.6 1 6B.6 684 GELS 60 64.0 64.0 64.0 64.0 64.0 64.0 30 80.0 80.0 80A) 80.0 80.0 SWO.0 60-0 60.0 36 80.0 80.0 60.0 80.0 80.0 BO.0 60.0 60.0 ,v v1 Ee 80.0 80.0 880.0 80.0 80.0 80.0 - - cv) 42 LU 0 cc 46-7/8 80.0 80.0 80.0 Box 80.0 80.0 - - INACTIVE AD.. :p 0 0 - I 1 -100 T 90 80.0 60.0 80.0 80.0 80.0 -2 Zo-� 4B 80.0 - - L ()0 Lm 73.8 73A 73.8 73,8 73.8 73.8 SURFACE PLI 7 52 54 [_71.1 71.1 71.1 71.1 71.1 71.1 R 26 9/16-MAX. 656 - OPG. (OXXO) z In 56 68.6 68.6 68.6 6 65.6 'm 8.6 , 30- 80.0 80.0 80.0 80.0 80.0 60.0 60.0 NARROW/WIDE 35 q/ SILL ANCHORS AT STILE ENDS '�PL' SIDELT(E WIDTH p00R LEAF VV Ab D.L.OPG� - AE.1. S� SED 36 80.D 80.0 80.0 SILO 80-0 8010 60-0 60.0 NOTE. 1 1/4- (7)AT 3-O.C. 42 80.0 80.0 60.0 80.0 60.0 80.0 - - THE FRAM AREA OF ALTERNATE SIZE MUST NOT 76'MAX. DO WIDTH (XX) 46-7/8 96 76.0 76.0 76.0 76.0 76.0 76.0 - - EXCEED FRAME AREA - 127-31 SO. Ff. )OC, W 48 75A 75.1 75.1 75.1 75.1 75A - - REINF.AS REQD. 71.8 71.8 71.8 , 71.8 71.8 71.8 - - SEEj SIDELITE LEAF WIDTH SIDELITE WIDTH I 3/B',, 52 54 702 70.2 70.2 702 70-2 70.2 - - 0 r, 30 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0y 0 .a A 33 7141 .E_S SO.. SS.S SO D 36 80.0 80.0 80.0 80.0 80.0 80.0 60.0 42 79.1 79.1 79.1 79.1 79.1 79.1 ............ 46-7/B 97-3/474.7 74.7 74.7 74.7 74.7 74.7 46 73.7 73.7 73.7 733 7.3.7 731 �d .52 70.5 70.5 70.5 70.5 70.5 70.5 _ 30 mo 80.0 mo 80,0 80.0 80.0 - - EXT. EXT, LEAF WIDTH .6 36 60.0 80.0 80.0 BO,O 80.0 so.q( - - - LEAF WIDTH DOOR FRAME DTH ZAtE E L 42 102* 75.8 75.8 75.8 75.8 75.8 75.8 - NARROW SIDELITE WIDTH DOOR FRAME WIDTH WIDE SIDELITE WIDTH 1111 46-7/8 71.6 71.6 71.r 7i.6 71.6 71.6 - AmII NARROW STILE WIDE STILE .......N4 63.7 67.6 67.6 1. SELECT SINGLE OR DOUBLE DOORS CAPACRY,GLASS TYPES 48 70.6 70.6 70.6 70.6 70.6 70,6 SIDELITF WITH DOOR SIDELITE WITH DOOR 30 79.7 79.7 60.0 80.0 80.0 BO.D - (W/WO REINFORCEMENT) 36 -73.2- 73.2 77.3 77.3 77.3 77.3 - INSTRUCTIONS: USE CHARTS AS FOLLOWS, 70592 42 IDS" 673 167J 71,8 71.6 71.6 77.6 - �plyiug jtb the W0161& 46-7/6 63.7 67.6 67.6 - ANO LOCKING OPTIONS FROM TABLES ON SHEETS 2 &3. =9.Z't,. 1-1�'1131-lv �-O" - CAPACITY Jan 8 2019 W, 66.7 2. SELECT LOWER OF SIDELITE TO DOOR MULLION 46 62.9 62.966.7 , 66.7 66�7 STATEOF - Ifi drawing no. FOR GLASS TYPE 'A' LIMIT MAX. DESIGN LOADS TO ±70.0 PSF FRqM,TABLE ABOVE. ......... W13-68 E)Cr.(+) DESIGN LOAD IS BASED ON STD. SILL 3. Lovail VALUES FROM STEPS 1 OR 2 WILL APPLY m4mtc3x*W'4 TO-EIfnRE SYSTEM. tttry1I1111111 sheet 5 of 1f _I 39 3/8"M MAX,FRAME WIDTH MAX.FRAME WIDTH MAX. FRAME WIDTH v 3 FRAME WIDTH //p�q� m I n Atl AAI/ 1 I A t/ 1 nat/ 1 \A 1 C I C I I C 3: / / L / / \ �Oo�o 0 w SINGLE LEAF DOORS WITHOUT SIDELITES. 'N ° SINGLE LEAF DOORS WITH SINGLE SIDELITE AT d flu N EITHER SIDE OF DOOR. a 'o �7uNtti \ \ \ \ / 05,08 1 O:ZGj N Ll Z o DOOR FRAME jug m 76"MAX. MAX. FRAME WIDTH ,7169-3j4 MAX. FRAME WIDTH —,,MME WIDTH _ N A l I A 1 1 A l \�'/ D I \ t \ I t \ � o ClDOUBLE LEAF DOORS DOUBLE LEAF DOORS WITHOUT SINGL�ESIDELI7E AT _j EITHER SIDE OF DOOR. Diu)TJ \ / \ / \ i• \ l 0-5 m egoD11Ci'HEVf&"J'D O o m N . \ / \ / \ / \ / nv campl7lxg rvilly ldaF3atF,�L " toIS r GBtdiBg Cmtn Aea,2rapce No�9^413r.�� �' Zi 01� .MI J Eapimlias Date e't v `G "ice 76" MFJC.`. OPTIONAL 76" MAX. DDDR FRAME POOR FRAM£ mF�l (i+�G�B�ib3-4`�—�—..—"••n o 0 %J.% _ uwi= NOTE: m THE FRAME AREA OF ALTERNATE SIZE MUST NOT R^a EXCEED TESTED FRAME AREA - 127.31 SQ. FT. OPTIONAL U a WN ¢a w C D cl j/c \gi SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS SEE SHEET 5 FOR SIDEUTE WIDTHS SINGLE AND DOUBLE LEAF DOORS WITH TRANSOMS D.L.O. HEIGHT (SIOEL[TE} = LEAF HEIGHT— 12" (4"TOP RAIL, 6" BOT_ RAIL) c a o AND WITHOUT SIDELITES 4 0 o S n ! D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH — 10" (WIDE STILES) - \ / D.L.O. WIDTH (SIDE LITE) = LEAF.WIDTH — 6" (NARROW SALES) v o w \\ \\ i'/ 1`tAlluulrrrr�i APPROVED CONFIGURATIONS M.706&2 all B 1 DOORS, SIDELITES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS = r o 3 39 3j6" INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS 9 MAx. 76"MAX. USING MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN. JR.8 2019-9 FRAME WIDTH FRAME WIDTH LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL C7 STA7EO� fU� drawing no. '` '..RZonoe,. � W13-68 TOPE APPROVLY TO IED BRE Y AJH (AUTHORITY HAVING JURISDICTION).TEM. 810isheet 6 ofd$ l TYPICAL ANCHORS rg,`� z SEE ELEVATIONS iSY WOODiBUCK ;1 METAL STRUCTURE ° m FOR SPACING /1 FASTENERS BY OTHER i, 2<SITRUIC:TURE OR Yiq m SEE CHARTm� FO MIN.LENGTH EdCE'.Of •:'�I - •,• OAPPROVED MULLION �V M ro¢m EXTERIOR `EDGE�DIST.a a r a ..i.a,1 .GON.GR�TE y EDGE of z n 3 II J o BY FINIOTHERS EXTERIOR I EDGE DIST. is n -'CONCRETE FINISHES Z N a BY OTHERS O o`m 0 N V {YIII,,rrr- 1 1 8" TYP. mi! \mmmfs o _ TYPICAL ANCHORS `"/o TYPICAL ANCHORS ~^ I t 2 • SEE ELEVATIONS - SEE ELEVATIONS D a d a I I FOR SPACING FOR SPACING 2 4 SEE CHART SEE CHART lz¢of G I I ,• FOR MIN. LENGTH FOR MIN.LENGTH w= TYPICAL ANC SEE ELLv. FOR SPACING `;°z o FLUSH_BOLT 3O'm2 _i GUIDE TUBE AT HEAD AT SILL AT JAMBS 4�.22 + C SUBSTRATE MIN. LENGTH MIN. EDGE DIST.MIN. LENGTH MIN. EDGE DIST.MIN, LENGTH MIN. EDGE DIST. C- !! - 1/4'OTA.UIIRACONS WOOD 2-3/4" 1' NA NA 3-3/4' }° o ! 4 BY'ELCD' MASON NA A NA 3-3/4' 2-1/2' �, N {Fu=377 KSI.6=1 f"" 3-3/4" 2-1 2 o rn 1/4"DIA.SELF DRILLING SCREWS METAL 3/4' 3/4" N.A. NA. 3/4" 3/4 cv N 1:is (GRADE 5"CRS) o W000 =28Y W040 BUCKS OR W000 STRUCTURE S.G. =0.55 MIN. U MASONRY =;;C•-90 HOLLOW/FILLED BLOCK I'm = 2000 PSI MIN. Jwr`ti CONCRETE=•T'C= 3000 PSI MIN. •J 7 M METAL= 1/8"MIN.THK. STEEL Fu=58 KSI, Fy=36 KSI MIN. vi Vj to �x MIAMI-DADE COUNTY APPROVED MUWON S C w m P1/8-MIN.THK.ALUMINUM (6063-T5, Fu=22 KSI) U q, Z ao ii ii [BY OR 25Y WOOD BUCKS AND METAL STRUCTURES NOT BY'SIW SOLUTIONS' 0 m N o n b MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O c rl i! THEM TO BOLDING STRUCTURE J° ANCHORS•MAY BE HEX OR FLAT HEAD. �., " If C' ahs n !1!1 II II N, �I�I i! C� D 11 11 o_ SEE LEAF CORNER it tt b i. OpLCTItCY83fD 0 i I DETAIL ON SHEEf 15 i3 jl it I,I bona t7io whit ITU F1ati 6 ^� z awtn H I A"butto No .01 1. y c Ea@ttxxuaant. °g fz) 1 1 POURED&HARDENED I i HIGH 5GROUT 5000 PS a �i 5 i't=5000 PSI MIN. m J I f 4 NOT BY �Qlj MUST TRANSFER SHEAR pm $1 11` 1 1 LOADS TO STRUCTURE p x• O f4.�,� I I I I Ohm m I I LOAD BEARING .p w t i i I I (SOLID SHIMS m y 30 -;-�` ' ' DOOR DZ:TAIZS a s a 11 I I 15 15 OPTIONAL TO GROUT) I I -" 11ii Irpt I t I5 36 35 ami o U o 18 I 1 C wa L&LI 1 11111II" 29 ® A��"tlyt�® 2 ,< 'CONCRI .' i.•• :aj - .v . .•. t :S EfE ``` �VGF` ' • 'v• - EDGE' §T.° n n - " GE-DIST:* - a: CONCR • TYPICAL ANCHORS •'CONCRETE- •a,.• TYPICAL ANCHORS SEE ELEV. FOR SEE CHART i v o` SSEE ELEV.EE CHART FOR SPACING FOR MIN. LENGTH Jan B 2019 EDGE DIST.• - - TATE O� drawing no. pp N LENGTH S O A THRESBML) PTION #2 ��•'•. �� �� n STD. SILL QPERABLE TJNIT5 OPERABLE UNITS rii '20Ri0a•' rya°` � �/•�3—�'8 APPROVED FOR WATER RESIST S (NOTUMIAPPROVED X.pE FOR WATER RSIGN LOADS TO RESISTANCE) PSE) (NOTAPPROVED DESIGN FOR LOATERDS TO t62 PSE) O ''`�171���1 \`y sheet 7 of 16 w 1 A © NOT APPROVED O , AP FORRWATER RESISTOE OVED 9 � I TYPICAL ANCHORS FOR WATER RESISTANCE WITH SID.SILL SEE ELEV.`: 9 SEE STYPICAL AN HORS ti FOR SPACING _ FOR SPACING FOR MIN.LENSEE GTH ACTNE LEAF 15 SEE CHAS2T FOR M .LENGTH N a E U N X09 "n IL W 18 aha o o �' N o 3 EXT• y1 N 0 to v� TY Z N aw�Ti1. N w _ o =..; D.LO. LOCK OPTIONS 3 6 Z mO p L EXTERIOR 3 r1• SEE SHEET 14 10 ma m FINISHES LEAF WIDTH w m BY OTHERS LOCK OPTIONS O MAX. 39-3/8"MAX. EXTERIORSEE MAX SEE SHEET 14 — LOAD BEARIN FRAME WIDTH(X) LOAD BEARING N SHIM SHIM a o ^ N N 1BY W00 BUCK O_ FASTENERS B1' THERS' NOT'APPROVED � n O LOCK OPTIONS O FOR;WATER RESISTANCE SEE SHEET 14 TYPICAL ANCHORS J LJ M TYPICALEj SAN ELOeRS _ SEE ELEV. c� J¢M 9 FOR SPACING ACTIVE LEAF SEE CHART V1 F SE C CIN IN CTIVE LEAF _ FOR MIN.LENGTH o L w n FOR MIN.LEN 19 15 = O 0==n 11 19 _ - ¢ 8 � T+T OUm METAL �+ r --- to) STRUCTURE 2y u1 w [nrno ---- to 1a o 0 W T .L DO. �o�. 6 D.LO. 6 �• FINISH OR 36-9/16"MAX. LEAF WIDTH g 6 fi o 3/8'MAX LEAF WIDTH 76"MAX. EXTERIOR 1/SHIM 6 6 6 LOAD BEARING FRAME WIDTH(XX) y¢6 SHIM APPROVED LOCK OPTIONS O FOR.WATER RESISTANCE SEE SHEET 14 1W"_SM.SILL m m� C y R o 0 0 DOOR DETAILS !xoQucru�v2_ 10 18 16 is Iduf°4nPtrv11h1�, `\11111111!T�7 O 1"- Fxpkaliva Qste Z •'JOENSF•' i •° �iG� u4 ? INACTIVE ACTNE __-_= SEE SHEET 1 u FOR GLAZING OFTIONS 1r -� ' •�� O Jan 8,2019 gy, STATE OF �/� drOwing no. 20 •'• FLORIDP,.� � Wl 3-68 e r s EXTERIOR ®®dllAL��`�\ sheet g of 16 ' 10 •. 111111/1 i J TYPICAL ANCHORS a z EDGE OIST. SEE ELEVATIONS HUN! FOR SPACING Aq 0�x - y,...,_..;.-- .p44RS WITH;�SURFACE APPLIED PANIC FIARDWARE 4V m rn EXTERIOR �.'!'14 SEE CHART 1. I n m FINISHES - FOR MIN. LENGTH BY OTHERS L TIV. 6 '�15:CONCRETE m 0LU m v kta I a S G Z (W�pp�O O o?j g p-n 0 18 Q'W Al t 2 �o�m O M o r 00.0 }�p•O 4 C LOCK FASTENERS - ¢ZZ p N SEE Er 14 a �s 1 N_o r Y O L'�• s: it !I it J TYPICAL AN RS V m I'I' SEE ELEV. "�--t FOR SPACING o m I!i, SEE CHART o I II FOR MIN.LENGTH w 04 ij Ij ( LOCK OPTION '-' SVR SEE SHEET 14 0) >t ¢ N o a J � `W d Itt i_ ! C W n x O�� O t> _ 0 J W � m a � 0 pLo V e- w W II itt� j. .._. .__._. .___.�.- _.__.._._. Ii UI a3 d it !I I a .I INACTIVE LEAF ACTIVE LEAP if 00 . it II 6 D.L.O. ft EXTERIOR 24FIN –1 BYOTHERSo R \t DOOR LEAF WIDTH DO LEAF WIDTH n \ 3/8" 1 76" MAX. 5 \ LOAD TNG DOOR FRAME WIDTH HIM EXTERIOR n C 06 r m 111C4 A ORS SEE EL FOR SPACING DOOR DT;TAILS a.. IWI SEE C ` �-a. a i FOR N.LENGTH p \,111U 1111//ISA` i } �aa�llcrflsv=sm• � ' cEras�'••a� � Q�Plybl;with U.. m"# Itt'vIgCou Pda.70902 m.No n n a a 11-01 �•T a EDG6A• P�L 1 Jana 2019 ° - E alST:' � T5 •ADA THRESHOLD OP #2TION !td'Ir yrodect'Cunkci� :�®.' STATE Off= Ey'" drawing no. OPERABLE UNITS W1 3-6$ `LIMIT MAX.DESIGN LOADS TO t62 PSFWATER � tt® � 1Sheet 9 of 16 ^ t. f• 144°MAX. FRAME HEIGHT DOOR HEIGHT 36"MAX. TRANSOM HEIGHT DOOR LEAF HEIGHT 34 7/8"MAX. TRANSOM LEAF HEIGHT �z b EXTERIOR m D.LO. D.L.O. w t1 C v + O N �NN •TpVJ T��IrAr11 yny c_�p yZ n A08 Er ZO 8.P: 3/8"MAX. t" LOAp BEARING SHIM EXT. m �AN ip 2'Cp p{„yry A �(,0 0 n yy x ZO u tnA 'n 0 Ed. oN x n A 20� oN CONCRETE iz �I MA`bONRY..°71 �`rvZ�N > m I.I a or O 3/8" MAX. LOADSHIM BEARING Ia 0-2 .... EXi. 4 3C NyA a m Z" vDL Z oon tow o m o O � o \ s n S X I 4 II N9om p m 1/4"MAX___j . I 25 nll o th it i jj LOAD BEARING it ij I� SHIM .,c OlI II II A z m � 11 11 it N 9 11 ' 1T1J a 41Dp °n•vs � T p � 0. 13 �•�� � 1 CID !!•1�7��Ij.�i•111���`l4 U� to �•J.". . m a a6ta: 12-39-13 revisions; SERIES 500-9 ALUM OU(SPdNG ENiWWCE DOOR(LM-1.) AR-FdARt90Q CpP{P4IRATI131V m no O e escn'ton sense:3l6,' 1+ G 07,9.$5 REV.PER RM COMMENTS ENGINEERS&PRODUCT DEVELOPMENT NIW D 10,08.15 REV.PER RER COMMENTS 9360 SUNSET'DRIVE,SUITE 220 ca 975 S. CONGRESS AVE. #102 MIAMI,FLORIDA$3173 q N• TARIO E 7t.o7.f7 UPOn7E0 TO 26t7 FeC (C.A.N.8598) F 12.tl5.15 cDMPAnY NAME REv. DELRAY EiEACH, FL.. 33445 TBL,(308)2648100 FAX(305)262-6978 Of 00 9 `i'k bYt TEL(861) 274-9392 FAX.(561)274-9262 COMA-ANL W}3-68S1W V S•. .r ie7 TYPICAL EICELEVATIONSANCHORS 1BY WOOD BUCK o FOR SPACING •'�• _ 9 FASTENERS BY OTHERS n SEE CHART _ FOR MIN_LENGTH :9 I( NARROW � ^ j TYPICAL ANCHORS O SIOEUTE h m • m N _ _ SEE ELEV., �y EXTERIOR �EDGB•fllST: - ^. • TYPICAL ANCHORS ®� w`9 .. FOR SPACING SEE ELEV. f+w Z la O FINISHES SEE CHART FOR SPACING BY OTHERS CONCRETE FOR MIN. LENGTH I 1q SEE CHART m Oo In O - FOR MIN. NGTH 0 W 16 16 (L N NNN o � 18 - - - - - - - - - - O0: O ES : - - - - - - - --= G ®aoo 15 16 2 I a i __ ___ 18A w ®NNS Gi c w7� F '•+ > Lo 14,z Z coi o .. 18 EXTERIOR o�'o 'I o Z m a w 3 7 D.L.O. 7 0 o E Q w 0) r- EXTERIOR _ O BY FIN(OTHERS NARROW SIDELITE LEAF WI N v m I II 3/8"MAX. 39-3/B' / j 3 8'MAX. I II LOAD BEARING n o LO BEARING STAND ALONE ELITE WIDTH N J SHIM � o R TYPICAL ANCHORS J `� SEE ELEV. '+ J>M FOR SPACING z SEE N 9 FOR MIN.LENGTH 9 WIDE S C w w 3q SIDELRE TYPICAL ANCHORS EDD=U m x w s O SEE ELEV. ¢ j Z s FOR SPAC SEE CHARTING D m a o w _ 14 o .. 2 V)FOR MIN. LENGTH � to¢ v: S 16 (nWLru dj. O METAL STRUCTURE 0 hl o w 1s W o CTERIOR D.LO. 5 POURED&HARDENED 6 6 a a 4 HIGH STRENGTH GRO 3 ar ate. HII =5000 PSI WIDE SIDELTTE LEAF WIDTH 1. O NOT BY'SIIV' J MUST TRANS SHEAR 3/8"MAX. 39-3/8"MAX. 1/4" N LOADS TO RUCTURE LOAD BEARING STAND ALONE SIDELTTE WIDTH SHIM 6 y LOAD INC SHIM ' -2 o a (So SHIMS SIDELITE DETAILS - 11 15 16 0 ONAL TO GROUT) u c 18 1111111111 / O 1. 1SGENS`c % ° o 70B 92 � PQo _ ffidiag Coda - - - •, ;; I - _ Ataoyllaace No I - ' 9Dl31 tr _ a m �E.*.E Jan 8,2019 STATE OFTYPICAL ANCHORS �gN DIST. SEE ELEV. FOR SPACING fka.'s�'6x4 ralucl Coated �'� F[ORIDI�: FOR MINK. LENGTH STAND ALONE STATIONARY UNITS (SINGLE SIDELTTE) fr .a TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART .. M FOR MIN.LENGTH E m �;•� °12 SMS g 0 NARROW onMi x 9 {I{1 AT 6"FROM ENDS {I IRON SHIM - t �.✓SIOEUTE & 12"O.C. �/SIDELRE AS REDD. a Q- 0. C ®MIR 9 22 16 16 15 mo <• T x ®0.,p Q � 18 is B � z•. � �S t9�_� �:or QI"i70mi�C .. to 7 7 25 3 EXTERIOR �" 3 � a _ EXTERIOR D5LEAF FINISHES m 8Y OTHERS NARROW SIDE36 9/16" o MAX.DOOR LEAF WIDTH p a REINF. SEE CHART 76"(XX) .,F�v 3f8"MAX. SiDEUTE WIDTH(SEE SHEET 5) 39 3f$"(X) J y LOADSBEARING DOOR FRAME WIDTH J?¢f7 TYPICAL ANCHORS NOTE: So C w M SEE ELEV. MAX. FRAME AREA OF ALTERNATE SIZE NOT TO EXCEED=727.31 SG}. F'. _ v FOR SPACING qq ' SEE CHART p W n FOR MIN.LENGTH O 0 m n 9 Pt2 SMS c (/I KWIDE E AT 6"FROM ENDS ui (11.e�� 9 SIDELRE L IDEI.RE & 12"O.C. yr U Lu J (.�Onto 9 22 14 L'�I i6 r9w Y a PRQDUCfuevuk,F' $ AcICplanc p3TsaftArnt(ati mo 78 18: a 11 1.LTn t Q e S o ci o 3 - ''y'SJ'• "QrAUtT�' a 3 1a 6 D.L. EXTERIOR yc 3 ^ 6 g d m o.°1voa o G D.L.O. o STDELITE WITH DOOR DETAILS WIDE DELITE LEAF WIDTH 36 9/16" \tt 151IIIIII, MAX. DOOR LEAF WIDTH 3/8"MAXSIDELI -5YID7H (SEE SHEET 5} 3g -3/8' }X OEA13 ® o () n 76 LbEARtNG ADSHIMAX. ODOR FRAME WIDTH (\r0.703E2 a n JaR82p19 j; t==-� • ®'•, STATE OF Q(j. dravring no. W13-68 sheet 12 of 16 4.600------- 7A46 4 4.60Q .094 .094 m .750 750 2.000 .094 1.969 0 1.750 .750 1.7 .084 T- 1.62, L I - 62 .174 0 2.122 2.122 L2,021-� U 2.337 CHAIR RAIL 304 DOOR/SIDELITE FRAME HEAD/SILL JAMB/MULL ADAPTER TRANSOM MULLION ol TRANSOM FRAME HEAD tj gg 5 0 roo o -rl X z •278 ,094 2.000 .094 078 "os -1[-- 4 z 1 �078 F , G FLUSH BOLT BLOCK t SNAP COVER W0 S 4.688 .1251 Typ. X55 .123 25 -1 -1 2.451 HINGE/LOCK STILE '1 -.050 1.365 -1.000 1.365 7.000 T I- n;j_ .062 .��- L .078 Tt; 1.75 L 1.117 /ACHAIRRAIL .4 .200 3 - FRAME JAMB .078 �-- INTERIO"EASS Slops W .2m Z J00 .125 .662- 196 0 Typ. _ Om Typ� .050 .500 C) SiDELITE SASH STILE .80.3 1.3brl s Lo 4.000 moo 1.076 13 2.1 56 _./"'` XTERIOR R INF. .094 EX GLASS STOP TOP/BOTTOM RAIL 00 Ue 1.7s5L� r I mmm u IR mol) cruEvipw o .717 102 plyl.g n1di 52 Fipi�Wm t. !;,I IZ& v---- DOOR TRANSOM MULLION ADAPTER .062 & .437 170� 1.1 F .415 t2 L 1,059 OPTION #1 COV 9 4.000�SIW502) HRESHOLD COVER ADA THRESHOLD S o JW537) DOUBLE DOOR ASTRAGAL 6.000 c 8=0 IW536) - 850 38 All2-3 .('-JAMB SCREW COVER Z2 8 2 1.280 '150 � .060 .930 lyo 0 2.089500 Nu.70592 075 L N Jan 8,2019Q; �7.900� I a.s3z 1,375 STATE OF ffi OPTION #2 r, �DOTT&�RAIL � TRANSOM SCREW COVER SINGLE DOOR ASTRAGAL ADA THRESHOLD WK 0 TIO S I 8c LOCK OPTIflN 4 ITEM# PART g READ. DESCRIPTION MATERIAL MANF.jSUPPLIER/RE61ARE5 F v STD. 3 MAX. FRAME HEIGHT = 97-3/4 IN. 1 SIW523 AS READ. FRAME TRANSOM HEAD 6063-TG ALTERNATE TO 2 w MAX. FRAME HEIGHT = 108 IN. MAX. LEAF = 36-9/16 IN. 2 S(W505 1 DOOR/SIDEUTE FRAME HEAD/SI L 6063T6 - r MAX. LEAF = 36-9/16 IN, MAX, DESIGN LOAD = 60 PSF 2A 41W5059 1 TRANSOM MUWDN 6063-T6 - i MAX. DESIGN LOAD = 80 PSF 3 SIW506 2/DOOR FRAME JAMB 6063 76 - 0 q F z ACTIVE LEAF: 4 SR1502 i/LEAF DOOR TOP/BOTTOM RAIL 6063-T6 - P ,+,�" 4 ACTIVE LEAF: EXPOSED FLUSH BOLTS FB-1202-914 <2 5 BY'SULLIVAN&ASSOC.( ) 5 5IW537 1/LEAF DOOR BOTTOM RAIL(6") 5063-TG SEE SHEET 13 Ir Q U m q OPTION W1: MANUALLY OPERATED LEVERS MOUNTED ON 5.1 'SIW536 1/LEAF DOOR BOTTOM RAIL(8") 6063-T6 SEE SHEET 13 0'I �`w t1 3 POINT LOCK ASSEMBLY(M1805S) BY'ADAMS RITE' FACE OF LEAF STILE LOCATED AT 6 SIW503 2/LEAF HINGE STILE/LOCK STILE 6063-T6 - �• w d WITH 4015 THROW BOLT AT 35-1/2"FROM BOTTOM 13-1/2'FROM BOTTOM AND 34"FROM TOP Iz 0 n FLUSH BOLTS CONNECTED TO LOCK 7 SW7507 2/LEAF SIDEI E SASH STILE 6063-TS - 0 U F.h IKEY OPERATED NTERIOR AND EON EX ERIOR AND AT THUMB HEAD TURN O INACTIVE LFA F 8 `SIW542 AS READ. DOOR TRANSOM MULUON ADAPTER 6063-T6 - 0 Q?m CONCEALED FLUSH BOLTS (FB-1202-914) 9 SIW511 AS READ. SCREW COVER 6063T6 JAMB&TRANSOM 0"0 OPTION IT3: BY'SULLIVAN &ASSOC.' 10 SIW509 AS READ. DOUBLE DOOR ASTRAGAL 606376 - g 0.04 *I MANUALLY OPERATED LEVERS MOUNTED ON 0 a7 - LOCK ASSEMBLY(W51 3-STACT6) BY'BOTTAN0' 10A SIW535 AS READ. SINGLE DOOR ASTRAGAL 6063-T6 - a WITH THROW BOLT AT 35-}f2"FROM BOTTOM INSIDE FACE OF LEAF STILE LOCATED AT FLUSH BOLTS CONNECTED TO LOCK 13-1/2"FROM BOTTOM AND 34"FROM TOP 11 StwSic AS READ. ISCREW COVER 6063-T5 - C(w❑ii n KEY OPERATED ON EXTERIOR AND THUMB TURN ON — 12 SIW512 AS READ. INTERIOR GLASS STOP 6063-T5 - �•z G INTERIOR AND ENGAGING FRAME AT HEAD AND SILL / i i i\ 12A DWF-024 AS REOD. INTERIOR GLASS STOP 6063-T5 - g�(o INACTIVE VF t FAF j 1 j i \r/i. 13 SIW513 AS READ_ EXTERIOR GLASS STOP 6063-T6 5; 13A SIW533 AS READ_ EXTERIOR GLASS STOP 6063-T6 CONCEALED FLUSH BOLTS{FB-1202-914)BY'SULLIVAN&ASSOC.' / / \ 14 SIW5G4 AS REOD. DOOR JAMB/MULL ADAPTER 6063-T6 - a MANUALLY OPERATED LEVERS MOUNTED ON °a / / \ INSIDE FACE OF LEAF STILE LOCATED AT n 15 9016E - BULB W'STI2IPPING VINYL CENTRAL PLSRDS � m 13-1/2"FROM BOTTOM AND 34"FROM TOP I f 1 16 U4513 - o Q-LON W'S,TRIPPING VINYL SCHLEGEL h / 17 5530 AS READ. INTERIOR GLAZING GASKET(DUROMETER 70±5) SANTOPRENE BY CENTRAL PLASTICS o a n 17A 5531 AS READ. EXTERIOR GLAZING GASKET(DUROMETER 70±5) SANTOPRENE BY CENTRAL PLASTICS uO m I it 18 WZ3201NW0020 AS ROD. FINSEAL PILE W'STRIPPING ULTRAFAS JtJ r7 �F 20 #8 X 1/2" - ASTRAGAL SCREWS PH SMS - AT 4"FROM ENDS &8"O.C. co LSM { ACitYE _ (NACi1vE ACTIVE 21 #8 X 1/2' AS REOD. GLASS STOP SCREWS SELF DRILLING AT S"FROM ENDS& 75"O.C.MAX_ U7 22 #12 X 1-1/4" - FIX.PANEL SCREWS PH SMS - AT 6"FROM ENDS& 17"O.C.MAX. So C L3 eNr / I j 136-9/16-36-9j16" 24 SD44HO 4/LEAF BUTT HINGES ST. STEEL DELTANA = C'�2 a V Q 25 - AS READ. MULLION REINFORCING STEEL - ¢ -p ' LOGIC OPTION5 26 (l12 X 4" 1/CORNER FRAME ASSEMBLY SCREWS ST.STEEL PH SMS V m.-. PANIC EXIT DEVICE, (SVR) 27 #12 X 2' AS READ. FRAME AND LEAF ASSEMBLY SCREWS ST.STEEL PH SMS �n V1 v MAX. FRAME HEIGHT = 97-3/16 IN. 28 #12 X 1/2" AS REDD. HINGE ASSEMBLY SCREWS ST.STEEL FH MS TYPE F SS U1 J rl Ll MAX, LEAF WIDTH = 36-9/16 IN. 29 20305 AS READ. ADA THRESHOLD OPTION#1 6063-TB - an �m0 \ \ / MAX. DESIGN LOAD = 62 PSF 30 ODO19AV36 AS REQD. DOOR BOTTOM SWEEP ALUM/VINYL BY CRL � ACTIVE I 1NAC'TNE I ACTIVE 31 SIW521 - FLUSH BOLT BLOCK 6063-T6 ACTIVE& 3NACTiVE LEAF, 31 #2 - FLUSH BOLTS - SULLIVAN&ASSOC 36-9f76" 36-9/75" SURFACE VERTICAL ROD PANIC EXIT DEVICE BY 34 SIW539 - 2"CHAIR RAIL 6063-T6 JACKSON PANIC SYSTEM'MODEL 1275 LOCATED AT 38'• FROM SILL AT EACH LEAF. 35 `SIW546 1 ADA THRESHOLD OPTION#2 b053-Tfi - e PANIC BAR FASTENED TO LEAF WITH 36 S1W547 1 THRESHOLD COVER 6063-T6 - o 6 a (1)#B-32 X 1/4"SOCKET HEAD MACHINE SCREW LOCK OPTION #2 NOT USER (1) #6 X 3/4"FH TEK SCREW iz aw TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED s SEALANTS: z¢;RE u TO STILE wm1 (2) 7/4-20 X 1-1/4'SCREWS. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. • / /I \ � Nor o / / �I lj• vo�ow4 HINGES \`'A111111 T A�1A,�tttti G=am "i 4"X 4"-ST.STEEL BUTT HINGES DEUANA(DSB4NB OR SD44HD) _:y}GEIYSLc'•;®ri � ¢ o = A7 13" FROM TOP AND BOTTOM ENDS AND 25-5/8"O.C. MAX. HINGE ATTACHED TO DOOR FRAME AND DOOR STILE a.ROBUCfREYEa�J {40.70x92 " USING (4q #12 X 1" FH MS ='ad's c�°IGawth the.Fl"Ift Io U 16 A 3 HINGES PER LEAF UPTO 6/B HIGH DOORS AceaPLsace No 1 -D J'�I•rt f 9 " a § 4 HINGES PER LEAF DOORS HIGHER THAN 6/8 F-poLstimmlerz2slzaa Jan 02019'aj; _ "O••. STATE&F ({jam drawing no. 36-9ji6' 36-9jt6" f�s"�wn aux e04,r3 f `t m '\ rn o \ • o� 00 m O O \ O(n 6Y V N � V D U) D O In O C \ : \ O \ \ Z \ O O \ \ Z m V `\ X •\ �N NS +9 O O Y Z. Z .1. Ln cc _____ O \ : •\ �gv O D G• n.,�®� m X Z �� 0 pC0 o ti: 9-nN p�j M•�� //�•PPII flo' date: 12-3D-13 SERIES 500-9 ALUM OUTSWING ENTRANCE DOOR(LM.I.) AIS-IFAROOQ CORPORATION o c escri Ion 'ENGINEERS&PRODUCT DEVELOPMENT c o�ss.15 HoCHANGE THIS SHEET SIW Solutions, LLC. 9360 D 10.06.15 Na CHANGE THIS SHEET MIAMSUNSET DRIVE,SUITE 220 ()I 975 5. CONGRESS AVE. X102 MIAMI,FLORIDA 33173 (CA.N. 3538) PTTaRI6 E tt.ozv UPOAlEO To zotT Fee DELRAY BEACH, FL. 33445 TEL (366)2648300 FAX(365)262697611rF 12.05.16 COMPANY NWE REV. chk by. TEL(561)274-9392 FAX. (561)274-9262 COMP—ANL\W13-6881W N x o O 6^ N O C7 0 o x v y� 00 mJ X N O O 5� �~ z I =m m �r m m 0------ C T \y) z c -I A \ 2 V 2 • D D O Z m rn x 0 F+1 :n-NIL C G•® N Q ft•N � F . a a date: 12-30-13 revisions: SERIES 500-9 ALUM OU(�41NG ENTRANCE DOOR(LM.I.) A1-FAE�0042 C®92F'ORATION m n0 a e escri Ion T •� ENGINEERS&PRODUCT DEVELOPMENT scale:3 8" 1• C 0].29.15 Na CHANCE THI9 sHEEf SIW Solutions, LLC. j 9360 SUNSET DRIVE,SUITE 220 C.rl,p D 10.06.15 N0 CHANGE TMs SHEET [OELIA1 75 S. CONGRESS AVE. m10P MIAMI,FLORIDA 33173 (C-4.N. 3533) N'o a I dr.hy: TARIo E n.oan uPoarm To zon Fac BEACH, FL. 33445 TEL.(305)2648100 FAX.(3os)262.5973 4`r -' Ca ° ehk by: F 12.05.18 e061PAN.NAME REv. TEL (Sfi1) 274-9392 FAX. (561)274-92fi2 rn C0MP-ANL\Y/13-65SIW