Loading...
HomeMy WebLinkAboutNOAMIAMIDADE- _ annaDuNT -nAngcov PRODUCT CONTROL SECTION ° ,. 1 t805 SW 26 Sme6 R00m20S DEPARTMENT OF REGULATORY AND ECONOMIC RESOMACES(RER) Miami, Fladda 33175-2474 T(7S6)315-2590 F(786)315-2599 BOOED AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Aldore, Aluminum & Glees Product' Inc. 11500 Miramar Partway, Suite # 300 Miramar, FL 33025 SCOPE: This NOA is being issued under the applicable roles and regulations governing the use of constmetion 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 azsuranoe purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incw the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within theirjurisdiction. RES. reserves the right to revoke this acceptance, if iris 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 witlrthe Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Summit' Aluminum Entrance Door w/wo Transom-L.M.I APPROVAL DOCUMENT: Drawing No. W12-46 Rev 1, titled "SUMMIT; Alum Outswiog Door ", sheets 1, 2, 3 3.1, 3.2 thm 8, 8.1, 9, 9.1, 92 & 10 Ilan 13 of 13, prepared by the AI-Fwooq Corporation, dated 08/09/12 and last revised on DEC 20, 2017, signed and sealed by Javad Ahmed, 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 Sheet 2 for for X & XX Door, Design Pressure (DP) Vs. Stile, lacks, glass and sill options (+ve DP limit) and see sheet 4 for O/X and O/XX doors w/wo Reinf. Transom but, glass types and sill option (+ve DP limit). 2. Lower design pressure shall control, when door or door w/ transom is mulled to storefront system, the vertical mullion end anchors to be specified per tributary load and to be reviewed by Bldg. official. 3. See sheet3_2 fro Standalone X orXX(Narrow Jamb) units DP Vs Size, reinforcement & glazing type. 4. See sheet 5 for ABA & Hi -rise threshold Water ratings and limitations CMU (Masonry) is applicable m Jamb S. Private labelling is not part of this NOA. _ LABELING: Each unit shell bear a permanent label with the manufacturer's name or logo, city, state and series with 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 5 the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse ofthis NOA as an endorsement ofany product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall he cause for termination and removal ofNOA. - ADVERTISEMENT; The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration data 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 ofthis entire NOA shall be provided to the near by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official This NOA revises & renews NOA 017-0201.02 and consists ofthis page I and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 174926.16 Expiralien Date: January 10, 2023 Approval Date: January 04, 2017 Page I tM 0 rn m w N a ULUC o 0 L1J Z u Q m J N SCANNED BY St. Lucie County Aldo,. Aluminum & Glass Pr(duct-Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-46 Rev G, titled " Series SUMMIT Alum Outswing Door", sheets 1, 2,3 3.1, 3.2 thin 8, 8.1, 9, 9.1, 9.2 & 10 thin 13 of 13, prepared by the Al-Farooq Corporation, dated 08/09/12 and last revised on FEB 15, 2017, signed and sealed by Javad Ahmed, P.E. B. TESTS 1. Test reports 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(Not conducted) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Enhy Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum out swing X door (Narrow jamb) systems, prepared by Fenestration Testing Laboratory, Inc„ Test Report No. FTL-9345, dated 01/30/17, signed and sealed by Idalmis Ortega P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(See Dwg sheet 5) along with marked -up drawings and installation diagram of an aluminum outswing XX door, prepared by Blackwater Testing, Inc., Test Report No. BT-ALD-15-006, dated DEC 23, 2015 and revised on APR 13, 2016, signed and sealed by Yamil O. Kuri, P.E. (Submitted under files #15-0106A4) 2. Test reports (Submitted under files #16-0303.101915-0106.04 413-1021.081#12-0911.03) I) 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 outswinging XX & 0= door systems, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6248, dated 03/29/12, signed and sealed by Marlin D. Brinson P.E., respectively. 2. SMI Doors Reference test reports No (a) FTL-3603, FTL-3997 and FTL-6348 per TAS 201, 202 & 203-94. 3. SMI Window wall sys, Reference test report No. FTL-3833 per TAS 201/202 & 203-94. C. CALCULATIONS (Submitted under files 915-0106.04) 1. Amber verification calculations and structural analysis, complying with FBC 2014 (51h edition), prepared by Al-Famoq Corporation, dated 12/16/14 and last revised on JUN 11, 2014, signed and sealed by Javad Ahmed, P.E. 2. Glazing complies w/ ASTME-1300-02,-04 & -09.J-- shaq Product ANo.rot Examiner NOA No. 17-0926.16 Expiration Date: January 10;1023 Approval Date: January 04, 2017 E-1 Aldora Aluminum & Glass Product, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman chemical Company (MA) f mauerSolutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05212021. 2. Notice of Acceptance No.13-1126.06, issued to Allnex, USA (former Cytec Industries Inc.) for "Uvekol S laminated glass interlayer", expiring on 02/082019. - F. STATEMENTS (Except item #1, all other items submitted under files #15-0106.04 /#13-1021.08) 1. Statement letter of conformance to FBC 2014 (511' edition) and letter of no financial interest, prepared by At Fwooq Corporation, dated FEB 19, 2016, signed and sealed by Javad Ahmed, P.E. 2. Statement letter of conformance to FBC 2014 (51h edition) and letter of no financial interest, prepared by At Farooq Corporation, dated FEB 19, 2016, signed and sealed by Javad Ahmed, P.E. 3. Statement of Lab compliance, as part of the above referenced test reports. 4. Bill of Sale dated July 26, 2013 between SMI Aluminum Systems, LLC (Subsidiaries) and Holdco Aldora Holding LLC (Contributor, for benefits of Aldora Aluminum & Glass Product Inc) contribute, assigned and transferred to Holden assets, signed by Scott Hauncher, VP Aldore Holding, Inc. 5. Assignment & Assumption agreement dated July 26, 2013 between SMI Aluminum System, LLC (Assignor), Architectural Glass Products, LLC (Assignor) and Aldom Holding Inc. (Assignee) signed by Leon Silverstein, manager Aldom Holding Inc. , Leon Silverstein, manager SMI Aluminum Systems, LLC, Leon Silverstein, manager Architectural Glass Products, LLC and Scott Hauncher, VP Aldora Holding, Inc. on behalf oftheir companies. 6. Statement letter dated 08212013, issued by SMI Aluminum System,. LLC of sales of asset and relinquishing of all rights of NOA 612-0911.03, signed by Manny Valladares, for and on behalf of SMI Aluminum Systems, LLC. 7. Statement letter dated 08212013, issued by Aldom Aluminum & Glass products, Inc. of legally purchase of asset and rights of NOA #12-0911.03 from SMI Aluminum System, LLC and requesting that NOA be issued with their name, signed by Manay Valladares, for and on behalf of Aldom Aluminum & Glass Products, Inc. G. OTHER 1. This NOA revises NOA #16.0303.10 (#15-0106.04), expiring on January 10, 2018. 2. Test proposals #16-1479 dated 1028/16 approved by RER. # 10-0509 dated 0624/10 and it 03- 0384 dated June 11, 2003 approved by BCCO. 3. Reference NOA(s) #15-0106.04 (Summit), #13-1021.08, #124911.03, # 12-08-1202.14 (MK-2), #11-1219.13 (MX-2), #.10-0511.02 (K2LIVI), #11-1208.01 (K2Ln end #11-0316.05 (K2LIDl). lshaq L Chanda, P.E. Product Control Examiner NOA No. 17-0926.16 Expiration Date: January 10, 2023 Approval Data: January 04,2017 E-2 Aldora Aluminum & Glass Product, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W 12-46 Rev G, titled "Series SUMMIT Alum Outswing Door", sheets 1, 2, 3, 3.1, 3.2 thin 8, 8.1, 9, 9.1, 9.2 & 10 thru 13 of 13, prepared by the Al-Famoq Corporation, dated 08/09/12 and last revised on FEB 15, 2017, signed and sealed by laved Ahmed, P.E. B. Test - 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2017 (0 edition), prepared by AI-Fmooq Corporation, dated 09/21/17 and last revised on DEC 20, 2017, signed and sealed by Javad Ahmed, P.E. 2. Glazing complies w/ASTME-1300-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I. None F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61a Edition) and "No financial interest' dated 08/18/17, prepared by Al Famoq Corporation, signed and sealed by Javad Ahmed, P.E. 2. Addendum statement letter dated DEC 06, 2017, issued by Fenestration Testing lab, signed and sealed by Idalmis Ortega, P.E. G. OTHER I. This NOA revises& renews NOA 417-0201.02, expiring 01/10/23. l,a shoo L 1 a, P.E. Product Controlrol Examiner NOA No. 17-0926.16 Expiration Date: January 10, 2023 Approval Date: January 04, 2017 E-3 SURFACE FALSE MAY OR 1 3m OBTAIN DOOR/GLASS/REINFORCING/LOCK OPTION CAPACITY FROM TABLE ON SHEET 2. FRAME WIDTH - DOOR OPNG. WIDTH + 3.500 (STD. JAMES)I DOOR OPNG. WIDTH + 1.500 (NARROW JAMBS) LEAF HEIGHT = DOOR FRAME HEIGHT - 2,101" LEAF WIDTH (XX COORS) _ (DOOR OPNG. WIDTH - .250)/2 REGENT HINGES _ (DOOR OPNG. WIDTH - .750)/2 ALUMINUM HINGES LEAF WIDTH (X DOORS) DOOR OPNG. WIDTH - .I87 REGENT HINGES DOOR OPNG. WIDTH - .375 ALUMINUM HINGES GVSS DLO HEIGHT LEAF HEIGHT - 14.375 (STD. BOTTOM RAIL) - LEAF HEIGHT - 19.375 (HI -PROFILE BOTTOM RAIL) GLASS DLO WIDTH LEAF WIDTH - 10,000 THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 'SUMMIT' ALUMINUM OUT -SWING DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE CHART ON SHEET 2 FOR DESIGN LOAD CAPACITY. SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4 FOR HORIZONRTAL MULLION CAPACITY CHART LOWER VALUES FROM DOOR CAPACITY CHART OR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. DOORS CAN ALSO BE USED WITH APPROVED ALDORA SMI-175, FS300 M. (STD. JAMBS) U. (NARROW JPMBS) I FRAME WIDTH RITAL Nf AT MR RATE "ODD CONCRETE t OPNC. WIDTH 13 1/2' META 3 POINT LO{11 ('(((SYSTEM �S $MEETHOWM2 O 3 SE 5 CAPACIT2 AN SHEET 9 -�O N ROR DETAIL j \ & LOCH OPTCNS \J11 lY I 1 D ACTIVE\ I I I I CONCRETE 37.31e MAX. v� $ D.L CPU. LEAF WIDTH THIS PRODUCT HAS BEEN DESIGNED ANDTESTEDTO COMPLY WITH THE FUOI BUIOLOMO CODE ENTS INCUDING THE 1HIGH VETH WCDY HU2017 RRICAN ZONE EDITION) IGV OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND BISiALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON OUAM AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERML SHALL BE BEYOND WALL DRESSING OR STUCCO, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-MEDWC AND NON -COMPRESSIBLE MATFRMIS INCLUDING SM NOT UMRED TO STEEI/METAL SCREWS, THAT COME INTO CONTACT WITH UTHEA DISSIMILAR MATERIALS SHAH MEET THE REQUIREMENTS OF THE 2D14/2017 FLORIDA BUG. CODE & ADOPTED STANDARDS. ARE TO BE ANALYZED SEPARATELY, 47 3/4' MAX. ) 1 47 3/P MAX. L W1.1. pnDucraeneeD sr a!IaF4 M9 w1W Tk FlnrMA a164IRaar. AaylunN•I -0 26. 6 By1rWr[Mir 2 3 L(G) ANCHORS TYPE AT MTG. STILE ENDS AT 3' D.C. LAMINATED GLASS LARGE MISSILE Ih rl,'AC (')P. e/Tp.... to14a .'��� drawingo nD. 6�� W72-46 DOW CORNING 795 DOW CO 795 p; F. PECORA 895 pPEcom Fz 8915G _ reis i W 1 SILICONE FOAM SPACES SUPE16 16 \ PREMIUM PLUS PREMI \ — / 2734 \ / BY 'OUPNEx' — / GLASS TYPES b' 'E' OR 'E' 9/I6' WA. GI -ASS F.I A55 rypE 'D' OR 'G' 1-5/I6" OVERALL INSUL IAA. GLASS GLAZING DETAIL TRANSOM SILICONE DOW CORNING 795/995/CWS SILICONE DOW CORNING 795/995/Q'IS PECORA 895 TGECRA GE MOO 2000 1 /4' HEAT STREN'O GV55 1) HEAT STREN'D GIASS AGO" Inletloyer Ilvek0l S .100' InledOKf By 'Allnev USA, Inc.' Uvakal S 'Alnav 1/4' HEAT STREN'D GLASS By USq Ine.' p MEAT STRGLASS pp 1/2' AIR SPACE F 6EN'D F 1/4' 1/4' TEMP. GLASS S � 2 28 SILCONE FOAM n q \ SUPER SPACER PREMIUM PLUS 'QUAN", III V BY 28\I O 8 aO / ,p1a x r1/2" l 1/2' 31 PMN, 3 / RI SELF SCREWS % W \ WWA \ AT 2-1/2' FROM ENDS MID 10' O.C. W. L��C, A� •p• IYP. AT Pit GVSS TYPES 9/16' LAM. GLASS 1-5/I6' OJ U. INSUL LAM. GLASS SILICONE DOW CORNING 795/B99/995/CWS SIUMNE SILICONE DOW CORNING 795/999/995/CWS DOW CORNING 795/899/995/MS PECORA 895 PECORA 895 PECORA 895 CE 20G0 GE 2000 TREMCO 600 GE 2000 TREMCO SOD 1/4' HEAT STREI CLASS 1/4' ANN. GLASS 1/4' ANN. GLASS So11er lClear And Color Gloss r 100' Interlayer 090' Inlaney., Sy 'Eaefinon Chemical Co.' Weknl S 'Alnev Sollav Lleor Mtl Cuter GIOso By 'Eaehnan Chemical Co.' 1/4' NE1T'STREN'D GLASS By USA, Inc.' p. �" IIr r1/2' AIR SPACE r1/4' ANN. GLASS F T' 1/4' ANN. GLASS I TEMP. GUSB 5 a ^ z �1/4' I 3/4" OR 000R OPNG. 1 3/4' WIDTH JAMBS EY i ee a n � ( X ) DESIGN LOAD CAPACITY.- PSF(GLASS) SINGLE (x) ` DOUELE (xx) iFANE HEIGHT INCHES TACK OPTIONS L. 2, 3, 4 G. S.7&8 LACK OPTIONS I, 2, 0.7 &8 GLASS TYPES ;'C. GLASS TYPES & ID, D003ORNG. MOIN INCHES DOO�NNG. INCHES 36 72 85-3/4 90.0 90.0 100.0 100.0 4B 96 SOD 1 90.0 100.0 100.0 36 72 87-3/4 9D.0 90.0 10D.D 100.0 a9fi 100.0 10 0.0 36 72 log-J/4 - - 100.0 100.0 096 1C0.0 100.0 06 J2 120 - - 100.0 100.0 48 96 - - 100.0 100.0 UN -REINFORCED MTGSTILES REINFORCED HIS STILES NOTE: DOOR OPNG HEIGHT a ODOR FRAME HOOK -1 3/4" SEE SHEER 5 GRE BILL TES LED FOR WATER IION RESISTANCE (POSITIVE pESIGN LTGN PRPRESSUflE) UNITED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13OO-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 WAND 0 O(O"Aan9uoarvo I •0 16.1C u2-1 DRIFROM ENDS AT 2-1/2" FROM ENDS, �'a 10" O.C. MAX. I�'Ag,Rb Produal COMNI TE OF 2•� drGWi09 no. e. TYP CLASS TYPE ': G 4c—lYP M. AT ALL GV55 LYRES RIDPF• \��: 9/16" LAM. GLASS 9/I6' LAM. GLASS 1-5/18" GVERPL. INSUL LAM. GIASS �$�'%♦ W1 2-46 ''��� ISeS4,YONALI, 51 1/2- MAX. 49 1/2" MA%. (HARROW JAMDS) DOOR R E MOTH � ,. ry m y F 3 46 1/4- D.L. OPG. 131/2' a0�iG SSO 44 8 HEAD%LLLL Ip- HFAO/SILL G CQ ,fie CORNERS I HOML MOWON (TRAHsoM 1WR) z mg Q m 8 � � r n a n L.0 D �a Ono 0 °z�a i _ (3) ANCHORS GSES Q m \ H i iL 2 C _ ` o I / I Q E o n r 11 •qm^ f .Y m S VI D c^ 0 24 � ii �I 3 9 . e 9 o 41, it o II -ii \ \\ i - MODDDf YEY1600 e+�l°P41Aew1m roeemHd. y u B It 6(3 2 ALTrvE \ � • Ptiuw: uNu 19 '" R3 eaadeb, cmw�l CONDRE E o ohm_ D.L. OPD. 47 3/4° MAX. W u _ Iru WI ae° DTH DOOR OPNG, WIDTH JAMBS) A,A111u lint AAb = DLO WIDTH (TRM'SOM) = DOOR FRAME WIDTH - .25(NARSTD, p00R FRAME. WD]TH - 3 (ROW JAMS) ���.' 64 ( pax ) .25" TYPI A EVATION OLD HEIGHT (TRANSOM) - TRANSOM HEIGHT - 5.125° DOOR W/ TRM110M * •• : * - o : 2 5 NOTE: FOR DOORS CAPACITY SEE SHEET 2. ,(1, a OF !,W`� ^'�iPS.'+ RIUR.'GC drawing n9. FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY SEE SHEET 4. W12-46 LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART (sheet 3 9113 WILL APPLY TO ENTIRE SYSTEM. 99 1/2" MO. (STD. JAMBS) (� @J m 97 1/2' MAX, (HARROW JAHB9) ODOR FRAME WIDTH --- _ 94 1/4^ _____ T ______ iJ - Z m 3 D.L OPG. O m 13 ,/r HEAO/SIU- I� G HFADISILL it li K ii /// • O I�u CORNERS It VERRCAL MULL II HORIL MUWON a O p it li (PART OF ;; (TRANSOM BAR) O G N n n ,I STOREFRONT) 11 H V 'o N d°ami�+gg III naa.i • � /. II II II Al O Imo, �oJ no %ij pp.. d pp Il it II „ Cy q 3 n o HORI2. MULUON F �F II II L5 G CCCC 1/•. 1 H (TRMSOM W) SO It I It e tii ii / ii a�i$EC x II II L 1I II '� o II / ;I \ II \\\ ,� G it ;� $ o //'' _____� \\ can o• � C� 11 ,I II II ,I „ II \ „ a.¢¢ o tt n � o II , I II � 0 II ,I II \ 11 ¢ � o p II II ,I So� II I, O� ^o \"-"ir------ 1=____��__-/ E tt li Gg� ii \ iI b on 11 II tt/. II II �NN II \II ii 0:I II \\ it /// II W1 \• •� W3 CONCRETE OWN B AC71VE \ t / IN -ACTIVE a $ T9IOMUOEDeT'16eD J --_- 1 3/4" 1 DOOR OPNG. WIDTH }y N w w 11 eomuPWM¢vNh lhsgwW gg §§ A..Nt.w.N , 3 3 I Auttghett W I G ZL •/(. ANCHORS AT _ CON E e.wl�wl mle�j x� ODOR MULLION M $ _ -SEE SEPARATE DOA 37 3/4" M. ` ' 37 3/4• MA%. It, r'S q .J� ` TO BE REVIEWED BY D.L OPG. U.L OPG. hA4n Prowwi Camel BLDG. OFFIOIAL � �KgvpB eo 47 3/4- MM. 47 3/4' W. W1 } W2 IFAF WIDTx LEAF WIDTH , VERT. MULUON TT(IB. WIDTH (W) = 2 } 1.750, 96° 1�, Illll llw ODOR OPNC. WIDTH \11•pN �pf� �'/�/// L G (61ANCHORS TYPE 'B' �XX ) AYY MID. STILE ENDS DLO WIDTH (TRANSOM) =DOOR FRAME WIDTH - 5.25" (STD. JAMBS)TYPICAL ELEVATION AT 3' O.G =DOOR FRAME WIDTH - 3.25' (NARROW JAMBS)92 DOOR W/ TRANSOM DLO HEIGHT (TRANSOM) - TRANSOM HEIGHT - 5.125' NOTE: EOF '. �� drawingno.. FOR DOORS CAPACITY SEE SHEET 2.+,• ' �. FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY SEE SHEET 4. '.ie�'• mDh'•6��` W12-46 LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART /i s/®pdAlle� WILL APPLY TO ENTIRE SYSTEM. /'In,11,IgT shee(3.1of 13 su6sRA N0. OF NICMDflS AT iMN50M ENDS w11x9ur REINF. vATx REINF. waoo s e DN s e CDNCR 4 1 METOL ♦ 6 SURFACE FALSE MAY IS 705/995/MIS HEAT SRtENWD GI -ASS 090° Int.H." Sent"Gi-c By 'Kummy A QdcO. Inc.' 1/4° HFAT STRENWD GLASS /r1/2' AIR SPACE 1 r1/4' TEMP. GLASS V` JI- AT 2-1/2" FRO AND 10' O.C. L l' ASS SS TYPE 'H' GLA LNG DETAIL DOOR LEAF TOTAL NO. OF ANCHORS 97 1/2° MAX. (NARROW JAMBS) AT MTG. IE ENDS FOR FRAME Hi. 1 DOOR FRAME WIDTH SUBSTRATE UPTB 1 B IN. MOD 95' MAX. ONE 6 IIIIE'---- 4' MA%: HEAD/SILL CORNERS DOOR OPNG. WIDTH 3' 3 ttP. MAY. A HEAD/SILL i`mil PANIC EXIT DEVICE(SH\ I SEE SHI S I I SEE DETEflS 9.1 h 9.2 FOR DETAILS k II I I LOCK OPTIONS 7 It II 0 ACTIVE \ / IN -ACNE I I -- CONCRETE 37 3/4' MA%. 37 3/4' MAX. D.L OPG. D.L. OPG. 47 3/4' MAIL 47 3/4' NW(. vc,v twin LAT)MMCHOnM. All WIFE 'EVVW AT 3' O.C. M�� DESIGN LOAD CAPACITY - PEP vc,v twin LAT)MMCHOnM. All WIFE 'EVVW AT 3' O.C. M�� DESIGN LOAD CAPACITY - PEP GLASS TYPE 'N' ONLY SINGLE (%) DDBLE (YYEFME GHIINCHES LOOK OPTIONS 2, 3. 4 O, T k D' DOOR OPNG. WITH OOOfl OPNC.fi, WIp91 E%T.(+) I INCHESES 65.0 65.0 1 9B fi5.0 ESA. UN -REINFORCED MTG. STILES NOTE DOOR OPNG HEIGHT'- DOOR FRAME HECK -1 3/4' DOORS NOT APPROVED MR WATER WFILTRN5014 RESISTANCE PRODUCr HtvISP.O � w 4omplYNeWilb lbe FNxYA 1\11111111II AueptnNa No 1 .0 26•/C �A+A'1p�J, .� AAAAA - Eµinnuc.Bete Z y; •'� tN " -.1; - b s— a hWn'PWP CmYM 592 "Q YEOF +[y: drawing n0. WW 2-46 SINGLE DOOR HORIZONTAL MULLION (TRANSOM EAR) I DESIGN LOAD CAPACITY GLASS GLASS E, F, C C, D 1MST(OUT-MR NOMINAL DIALS. PROOF. REINF. OOOP OPNO. ! Y OPHO. W01H HDCHT `Au HEW 6NL (a) FNL (f) INCHES INCM9 INCHES IM. (-) W. - 20 - 100.0 24 - 100.0 36 26 - 100.0 18 - Mae 32 - IOD.0 38 - 1000 20 - 100.0 24 - 100.0 26 - 10D.0 42 109 2B - ID0.0 32 100.0 38 - 10D.0 20 - 100.D 24 - 100.0 48 26 - IOOA 28 - 100.0 u - 97.3 38 - 94.6 - 100.0 35 24 - 100.0 28 - 1DD.D 20 - 100.0 42 118 24 - 10D.0 - 100A 46 24 - 100.0 26 - 100.0 48 20 - 80.5 o Fi u'Oi m OLO OLO x WIDTH x WIDTH I NOP9:. MOLL q 0 �/%% (TRW Sam BAR) %/i3 G SEE ♦♦ z 0 / SHEETS i 0 i 3 k Y 1 i A !: ♦. H !/. i //. / /. /� %Y, �/, '/ '� o g ♦ S ♦♦♦ 4 ♦♦ ♦♦ DOOR 5EB OOOfl OPNG. WIOM OPNG WIDM SHEET 1 O/)( O/XX NOTE: FOR .DOORS CAPACITY SEE SHEET 2. FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY SEE CHART ABOVE. LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART WILL APPLY TO ENTIRE SYSTEM. DOUBLE DOUR HORIZONTAL MULLION (TRANSOM BAR) IE DOUE,DDOR HORZONTAL NOWON (TRANSOM BAR)l �" Rl 16i ry SINGLE DOOR HORIZONTAL MULLION (TRANSOM BAR) DE61GN LOAD CAPACITY DESIGN WAD CAPACITY DESIGN LOAD CAPACITY NOMINAL DIMS. GLASS E, F. G CLASS C, D NOMINAL DIMS. GLASS E, F, C CLASS C, D NOMINAL DIMS. CLASS E, F. G CUSS C, 0 Z h 0 N o BrS,I(flry Cy a yyII Q Q: C �. C C IB9 4 0. 00 0 O N a (Q y 2 O LL L 0 _ Q E .-. g d 3 J WITHOUT REINS. 117TR REDIF. WITHOUT 'BRIEF. WITH REINF. WITHOUT REINS, WITH RBINF. OPNO. WIDTH INCHES 000R WHO. Ham INCHES SOLI HD6X INCHES i E%L (f) OIL (-) t IXL O W. I-) aPA WIDTH INCHES _ DWR ORYD. HDGM INCHES 60Y Nflt NCHE9 Y F%I. (a) W. - ! ECI. (a) IM. -) OPINGNG. WDM PWN6 DOOR OPNC. NtlCHf INCHES INC HFI INCM6 ! Wr. (-) W. I-) t PM. I.) N10 72 51 84 20 24, 28 28 32 d5 40' 44 48 00.0 100.0 7E 100 20 24 28 20 32 36 - 100.0 36 42 89 20 24 26 28 J2 36 40 44 4S 90.0 10U.D - 100.0 90.0 100C 90.0 100.0 - 100.0 - 100.0 100.0 - 100.0 - 100.0 100.0 - 100.0 - 1001 100.0 - 100.0 - 100.0 - TO0.0 29 24 zB 20 32 ]5 - 100.0 84 - ID0.0 100.0 - 100.0 - 91.0 - 91.0 - 100.0 - 80.7 _ 0].J - 100.0 20 24 28 29 32 36 40 44 40 - 100.0 20 24 36 28 ]2 36 40 100.0 - 100.0 100.0 - 100.0 - ICO.0 - 100.0 20 21 26 28 32 - 100.0 - 100.0 100.0 - 100.0 - 100.0 100.0 - 100.0 - 100,0 90 - 100.0 g i Sa .E �i IDKi $ N 0-} n d 9 �- a -� - ID0.0 - 100,0 100.0 - 97A - 91.0 - 91.0 - BAfi - 83.738 _0.7 30 24 26 28 32 36 AD - 100.0 72 118 20 24 25 - IO80 95 r32 - 100.020 48 - 100.0 - 100.0 - 100.0 - I00.0 - 10D.0 24 20 - 100.0c 84 - IWO20 - 100.0 - 100.0 - 100.0 100.0 - f00.0 - 100.0 - 100026 26 - 100.0B221 - 100.0 - LIDO 72 9fi" 20 24 20 28 32 3e 40 44 48' 90.0 100.0 36 96' 24 28 28 32 36 40 44 48 90.0 IWO 20 - 985 96 90.0 100.0 90.0 100.0 - 100.0 TRANSOM BAR TRANSOM BAR HORIZONTAL MULLION HORIZONTAL MULLION MTHOUT REINFORCING WITH REINFORCING ! SEE SHEET 5 FOR SILL TYPES OUAORED FOR WATER INFILTRATION RESISTANCE (POSRNE OESIGN'PPE59URE) LIMITED MGDDGY RBVISRU A11111111p eY complybg W1141At Flnr81Y \\\J �� ///Y// 4NWi., CLAY `♦ p,• ........,• A1.10.11No I7"0570C ♦ ) EN BYp1Ye119i INlte w 'i _ N .7 , ProgNq COIMWII = - i - �O •, ALE r7C ORIaf•' 6��.`` ' 7 /Sii/® A� \\� // hnn111P\ 100.0 M 0 N u 2 w 0 a O I5 pC 4 HE, _ m n a st n w yy 8 u 2 r r 3 d - 10o.0 - 100.0 - 100.0 - 100.0 - IS0.0 - 100.0 - 100.0 - 100.0 - 91.0 - 910 - 63.> - 83.7 20 24 29 20 32 40 44 48 - IWO 42 20 24 26 ze 32 36 40 44 48 - 100.0 84 - 100.0 - 100.0 - 100.0 - 100.D - 100.0 - 100.0 _ 100.0 - 100,0 100.0 100.0 - 91.0 - 910 - B]A N I Y y g �, S �• 5 - BJJ 20 24 20 3z 35 40 42 - 100.0 48 ZO 24 26 28 3z 35 40 42 - 100.0 96 - f000 - 100.0 - 100.0 _ - 100.0 - 100.0 - 10D.a - m0.o - Iwo - 1aD.D drawing n0. W 1 Z-46 - 1oD.D - 10010 - 93.7 - .70 9S7 sheet q et 13 TYPICAL ANCHORS u SEE ELEVATIONS MR SPACING 00fi'OISf. I ' CONCRETE 1BY WOOD BUCK (SEE NOTE SHEET 1) Q w IA @S o . O r I 3 ; Iu ye LL p? oso gq YYYYYY p M 3/P MIN. T" - _- �8 % 5/B° SMS/TEKS THROW BOLT J AT 2' FROM ENDS Q n 0 PENETRATION @ 10" O.C. 15 REDD. AT DOORS T� 1`J) 44 RATED MR WATER INFILTRATIONRESISTANCE o CCC I B jpu ,4 Q�ilNip 29 0 i 21 0! y1 m 0 0? I 1 p�.N ic ,i I Sao Ill i So Q F 13 d ai_ .. o M ffi 32 i gB X 3—� /4' PH SMS AT 3' FROM ENDS AND 14-1/2' O,C, a10 % 1' W.29 ST'LE FT. HD. PH. I LOGTION SMS. ST/ST. _r' AT 3' O.C. TI 8 fs al _ pp S .TI--I- 3 W .• •,I I" I': CCO REfE ��'. 29 29 • •. ^ .: .. ° . s zi T_____ i_____ i_____ EOOEAIST. "� TYPICAL ANCHORS O .SEE EL 12 O 1 12 {9 ^ FOR SPACING HI -RISE THRESHOLD FOR WATER INFILTRATION RESISTANCE o a g g o N APPRI) 10 10 46 py 11MR MAX. EXT. LOADS TO +100.0 PSF 49 FR DUCC� 9-9-- 11 4a=� 71 9-�= hSIRI) L_1-1-J `_+_ G 1 I A¢g1Nve<e Nol 7C./L :� Y:• Ng ., rr $ R.c".IM.IMU -o ^I I CONCRSfE' I I CONCRETE - ° :. ':' n ,..1°J ;a :' I'%•.. .. n. ISG. ,,,�- _*•. itr_ °.: 0 a y a J. THROW MIN. BOLT I.' :. i, • CONCRETE PENETRATION INTO : SILL ,.lJ • EDGE'BIST. "� ° ttPICAL , ,.�J A4m'DrlrPmlun Canwl - t .'. ° ANCHORS ENE'OIST. "� . ° ttPICAL ANCHORS .EDGE CIS;. "� ° IYPIW. ANCHORS Ayg k SUBSTRATE SEE FOR ELflI SEE EIEV. SEE %,k/: SPACING FOR SPACING FOR SPACING �'. ••.,, drawing no. ADA THRESHOLD 0R1DN�: Gib,`: g` W� 2-46 AD ADA THRESHOLD THRESHOLD ADA THRESHOLD APg. APPRD FOR WATER INFILTRATION RESISTANCE rr pYONAI. G;p� WATER Sh..t 5 of 13 — NOT APPR'D RESISTANCE NOT PPPR'0 FOR WATER INDURATION RESISTANCE MMR MAX. EXT. LOADS TO t6O.O PSF III.....%TT iBY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'ALDORA ALUMINUM AND GLASS PRODUCTS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE a .. MR SPACING TYPE 'A'- 1/4' DIA ULTRACOH BY 'FLOG" (Fa=97 KSL Fy-155 KU) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC, OR BLOCKS 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO BLOCKS 1-3/4' MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) TYPE 'B'-1 Y4' DIA ULTRACON BY 'ELCO' (ra=177 KSL FY-155 KSI) DIRECTLY INTO CONCRETE 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) TYPE'O'-EWS (OWE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MILLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN, TO EMEND BEYOND META- THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 NEI MIN.) (STEEL IN CONTACT WIN =14M M TO BE PTATEB OR PNNTEO) TYPICAl EDGEOISTAN _E INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = I' MIN. INTO METAL STRUCTURE - 3/4' MIN. TYPICAL - TO CL SPACING INTO CONCRETE AND MASONRY - 3' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = I" MIN. WOOD AT HFAD OR JAMBS SO > 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fa - 3000 PSI MIN. C-90 KOLIOW/FIU-M BLOCK AT JAMBS V. - 2000 PSI MIN. PRODDCf RKVI6BD u dam PIYleS wKh ihs FToHd. BuWinB Cade e.plrnriHe. m1.I-(f (y{�; kMrd P,ado---1 drawing no. W12-46 I 3 STANDARD LOCK OPTIONS O REINFORCED FRG. STILES SEE SHEETS 9, 9.1 k.9.1 READ. AT DOORS RATED FOR 5 14 WATER WRLTRARON RESISTANCE 29 C (SEE SHEET 5) 9 6 2 za 29 9 IN -ACT E LEAF a 6 75 15 23 ACTIVE LEAF --- ---�— r— ---- — --�. �-- I I I I I I I I I I I I I I I I I I B9 X 1/2— TH SMS DO Cd( OPTIONS y5 X 3/'V SMS/TEKS AT 3' FROM ENDS SEE SHEt15 AT 2- FROM ENDS AND 24' O.C. 9, g,l k 9.2 - PBODUCF NE' k 16' O.C. MAX. O.L. OPC. D.L OPG. aPop,I g 29 EXTERIOR .bmWII PANEL WIDTH PANEL WIDTH Annpl�nee No DOOR FRAME WIOIH , r \toir'M4 ©NARROW O REINFORCED MTO. STLES 22 5 MD. AT DOORS RATED FOR 6 14 WATER WRLTRARON RESISTANCE (SEE SHEET 5) f� 15 23 _.�"/III 24 r------ ACTIVE LEAF cK opnaxs � I I WOOD BUCK NOTE ON SHEET 6 Q EXT. 2`VZN OUN -REINFORCED MM. STILES UMIT LOADS TO *90.0 PSF NOT APPROVED FOR WATER RESISTANCE No EXT. FRAME WIDTH OUN -REINFORCED LOCK SRLE ❑MR LOADS TO 390.a PSF LEAF - I 4' Max. 'F"' Y d SPACE F TYPICAL ANCHORS -SEE ELEV. p� FOR SPACWO a fSu y $ wig Cot °off aaaa MSIETAL RUCNRE 0 Q d tj [(SEE SPEC) Q ✓� �Q q j2�2ug — a W N MD. AT DOORS F--- .� RATED FOR WATER WFILTRARON RESISTANCE (SEE SHEET 5) c n J —M a � I/4' MAX. 343 o Y E D, p En ORR a0 'm Sam uuu m MOOgCI REVI6F0 eomPiYlvg MI6@e GbAJe bmJing CaJv Aaopleoa Na I —6 2L•/G A�HaPSRv4 L Camvl p m4° 5 gg i 0 z'CCy1 gO �ZRwZp tyCps m 0 uno �� a LL z�g= JtZp°w� Q WNE W12-46 l J'srAH O lay PH. h MDR 0 m bbucrRav�sro aomPbin8wb6 Hw FbrWe bmYlna Cade Aneyteare Nod o5u•/d Br.pliaWe bale /a L•i 4 Ib gpeD'bwL rodrxY CoiAai PH. PH. NDS h [©] Z q 0 q �8 Rn 0 IL 0ggma� o ORKD< O d m a d ��g 4oge QHE 91i1. Drawing no. W12-46 LOCK OPTIONS' OPTION Al cTD 3 POINT LOCK MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH — 47-3/4 IN. MAX. DESIGN LOAD = 100 PSF ACTIVE _I ME', THREE POINT LOTLK SYSTEM SERIES 2222 BY RECENT HARDWARE' KEY OPERATED FROM EXTERIOR AND THUMB TURN ON INTERIOR WITH CONCEALED FLUSH BOLTS AT Top & BOTTOM OF LOCK STILE LOCATED AT 34' FROM BOTTOM OF LEAF INACTIVE LEAF: MANUALLY OPERATED 1WD POINT LOCK SYSTEM BY 'REGENT HARDWARE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE FASTENED WITH (2) B13-32 X 1/4° PH MACHINE SCREWS OPTION #2 ST11 3 POINT LOCK MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = 100 PSF ACTIVE LEAR THREE POINT LOCK SYSTEM WTH 4 PLY HOOK LOCK REGENT NO. 206-3P, KEY OPERATED ON EXTERIOR AND THUMB -TURN ON INTERIOR, LOCATED AT 36' FROM BOTTOM OF PANEL INACTIVE AF: TWO POINT LOCK SYSTEM SUWVAN CH 103 WITH WILMS TURN N WE PANEL INTERIOR, LOOTED AT 36" FROM BOTTOM y I / i$i 1 I I 1 eDTnR: \ II vucme � i / A6nvE 45" SB' ODOR DOOR OPG. WIDTH OPO. WIDTH OPTION #3 STO 3 POINT LOCK MAX, FRAME HEIGHT - 120 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD - 100 PSF ACTIVE LEAF: KE7' OPERATED THREE POINT LOCK, SYSTEM BY MCC' WITH CONCEALED FWSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMS.TURN ON THE INTERIOR, LOCATED AT 36" FROM BOTTOM OF PANEL FASTENED WON (1) #10 32 X 1-3/a M ME D INACTNE LEAF: MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'MOC' WITH CONCEALED FLUSH BOLTS. AT TOP & BOTTOM OF LOCK STILE FASTENED WITH (2) #6-32 X 1/2" PH MACHINE SCREWS � / ACN WNI E AV C DOOR �DOOR OPD. WIDTH OPT. WIDTH OPTION #4: STD 3 POINT LOCK MAX. FRAME HEIGHT = 98 IN. MAX. LEAF WIDTH = 36 IN. MAX. DESIGN LOAD - 90 PSF d I FAF: KEY OPERATED THREE POINT LOCK SYSTEM BY ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40' FROM SOTTOM OF PANEL FASTENED WITH (2) #12-24 X 1/2' FH MACHINE SCREWS INACTVE LEAF: MANUALLY OPERATED TWO POINT LOCK SYSTEM W ADAMS RITE WITH CONCEALED MUSH BOLTS AT TOP & BOTTOM OF LOCK STILE FASTENED WITH (2) 88-32 X 1/4' PH MACHINE SCREWS / I / I I I \ I ACTNE \ j 38' DOOR OPG. WIDTH PRODULf REVI(i00 u comV IYing wlLh 16e FMHils AwpWacc N B.pnWn lrm � 3 IC o�`m:r L�nc.ma Z 9 F �a s 0IL �` Ir O 10891M0 or 02 0 o IS qpOqp H 0 IA H 6a!I #Y Wl2-46 LOCIC OPTIONS: PANIC EXIT DEVICE OPTION 45: PANIC EXIT DEVICE MAX. FRAME HEIGHT = 98 IN. MAX. LEAF WIDTH = 36 IN. MAX. DESIGN LOAD = 90 PSF PANIC EXIT DEVICE MAX. FRAME HEIGHT = 85 3/4 IN. MAX. LEAF WIDTH - 47-3/4 IN. MAX. DESIGN LOAD = 90 PSF ACTIVE A MA TIMBF-, CONCEALED VERTICAL ROD PANIC EXIT DEVICE SERIES 3347 BY 'VON DUPRIN' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH ((2) 10-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) �10-24 X 1/2" FH MACHINE SCREWS AT OTHER END II 11 II wnAmE i i / ACIIVE LEAF WIDTH LEAF WIDTH LGE WIDTH SEE ABOVE SEE ABOVE SEE ABOVE ESTERIOR ELBVS. CONCRETE TO BE DRILLED OUT FOR PANIC LATCHES AT SILL PANIC EXIT DEVICE OPTION 46• PANIC EXIT DEVICE MAX. FRAME HEIGHT = 98 IN. MAX. LEAF WIDTH — 36 IN. MAX. DESIGN LOAD - 90 PSF' PANIC EXIT DEVICE MAX. FRAME HEIGHT - 85 3/4 IN. MAX. '.LEAF WIDTH - 47-3/4 IN. MAX. DESIGN LOAD = 90 PSF ACTH & MA TN I AF• CONCEALED VERRCAL ROD PANIC EXIT DEVICE # 5770 BY 'REGENT NAROWARE' LOCATED AT 40" FROM SILL AT EACH LW. FASTENED WITH ((1)) RW X 3/6" FH SELF ORIUINO SCREW AT ONE END AND (2) If X 1/2" FH SET DR LUNG SCREWS AT OTHER END /II\ II II IN4CINE \ � � ACINE LEAF WIDTH LEAF WIDTH LEAF WIDTH SEE mm SEE ABOVE SEE ABOVE EXTERIOR ELENS. i� F"1 F QC Tv/ z6 L REGENT 5770 W12-46 LOCK OPTIONS: PANIC EXIT DEVICE OPTION W'l: PANIC E%IT DEVICE MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = 100 PSF ACTH h I� NAMVE LEAF-, CONCEALED VERRCAL ROD PANIC "IT CUICE SERIES WO W 'SARGENT ASSA ABLOY LOCATED AT 40' FROM SILL AT EACH LEAF. FASTENED WRH (2) #12 X V HH SELF DRIWNG SCREW AT ONE ENO AND (2) 114 X 3/4' PH SELF DRILLING SCREWS AT OTHER END OPTION 45; PANIC EXR DEVICE MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = 100 PSF ACTIVE h INACTIVE LEAR CONCEALED VERTICAL ROD PANIC EXIT OLVICE I G66 BY 'ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WRH (2) $$10-32 X 3/4' FH MACHINE SCREWS AT ONE END AND (2) N-24 X 1/2' PH MACHINE SCREWS AT OTHER END ARNE \ I INAC1fvE i I. ACENE 4 DOOR C. DOOR CPG. Vl101HOPWIDTH FRODUCTRBVLSED eomplYle2 wllh lho FlnH4T bYldix6 Code Aueplvnn No —)7 cy'2[.AL All 'vs` l Cumol z q DdON` O b'w 0 N O �ppN Q a00 Q�u15 V yM 8 &� E pdnM V�1 ao� g W O' K2 a -ER DOOR FRAME NOT SHOWN FOR CIPAIIY I I I II II �� II /� II 1 / II . II I .` II II `. I II `. II II II II LEAF WIDTH OF WIDTH HINGE UPfIUNb: BUTT' HINGE 4-1/2" LONG BUTT HINGES REGENT #4001 (3) PER LEAF, 7-1/2' FROM TOP AND BOTTOM AND AT MIDSPAN FASTENED TO FRAME JAMB WITH AND TO X"FH MS O LEAFSTILEWTH (4) #12-24 X 1/2" FH MS X 1/2' CONTINUOUS ALUMINUM GEARED HINGE PEMKO FM—SLI FASTENED TO FRAME JAMB AND TO JAMB STILE WITH (22) #12-24 X 1/2° FH Ms SCREWS IARODUCCRXVVa D .+�rweacRa roe FlorlaA mnuma ew. e�pirutbe Wm 3 Mie!WKVPMdudCaetAl BTATEOF � W�• vilkKI 7 _ I2 -1' 4.B]5 .094 --sl- 125 1.764 1.545-1 .1 B] 2 .a52 1.161 ] -� 00 .090 ,062 1.114 EC U W9 P \V N N 3.753 1.845 3.697 8.2 SMI-004 1 PUIN SNAP SMI-03B 13 HI RISE iHPESHOW COVER SMI-092 19 GUSS STOP. SMF094 M PLAIN SNAP. SMI-O9J 23 DOOR SASH STOP 0 d S iy yD IL O W LL 5,000 J T II 0012E .250 .125 T 1 1.750 250 ,100 .]50 TT I���-- 1.500 15J _7 1.4]5 ,045 4.18] .187 J50 1.SJ0 455 r.250 J4 1,5fi5 ,200 (4 aC� O,O Mp O O qq Q Ij 6 F � ice---4,500 I I�1.]84 �1� 1.500 N£so R j i7 . 4.500 Q ,1 SMI-005 2 FRAME JAMB SMI-01] ]9 FRAME JAMB SMI-058 14 PSTRACAL REINFORCING CHANNEL 20 M6 STEEL SMI-098 22 DOOR SASH BASE SMI-051 24 DOOR STILE REINF. � .125 ^••�1- �1 1.]L I� n �II�I .625 .187 .126 .562 �.5]5 .540 8.375 .125 .094 o yW1 m t .050 1.5151.443 4.500 SMI-006 3 FRAME HEAD/TRANSOM BAR SMI-015 9 DOOR STOP COVEfl SMI-014 15 DOOR STOP 845E 3.]50 M2 .250 _ MRDNM = 72}5 SHORE A 6.500 SMI-013 0 STO. BOTTOM RML ,125 .094 9.5]5 42 .(7 Q N a M E KM a T O 814 .000 500 .062 1.224 Ii� 1.342 DyD TENSILE STRENOM (100% SRUW)= 1200 P51 IENSILE STRERGM (BREAK)= 1450 PSI 300% 1.784 R :a: �i O .150 3.913 ELONGATION AT BREAK = TEAR SIRENDTH 150 lBF/IN I SPSCIRC GNAVRY = 1.20 10.000�-�(I SMI-000 4 DOOR SASH STOP SMI-036 10 THRESHOW B0.5E SMI-PWGaI 16 TRANSOM PDAPTER I 10) 3B3 25 TRANSOM EPDM GASKET SCALE 1:1 BA 4.610 .635Div 1.500 D L-'-�/ 5M1-006 HI -PROFILE BOTTOM .465 n RML FRODOCGRBVI6 CIeEe IW 16e F4iri4 =jagnn Not � 26•1( 19 ° Y'J CY p 0O 3 b z z E yOy RR 3 b z 3.500€5 125 1.873�� L-C1.soOG2 500 k---3�� L 5ifz c 9 5 -6 o a C e w ® ` 3.625 Pmd/Vnr Ca�wol 4.375 SMI-009 5 ACTME STILE SMI-037 1t THRESHOW RAMP AOMTER 1) PWN 90DO1 SMI-71 BMI-70 10 CORNER KS MALE 11 CORNER KEY FEMALE 541 iBt���III� 1.600 1.370 -� ?11.00 .OW•045 , _ 1.240 \\\\®.094 i sY= ' (}' • TE OF /•� �'.�'�Qpypp_y.,, @ w ° - 1.875 1]4 O]0 L a 8 a ry E Q �125 3,339 O Orawin9 no. 3.4fi3 1.58fi ORIDP.:•6\��� W12-46 SMI-Ot 1 6 HINGE STILE U A A 0WF6NOW COVER IS DOOR .4 COVER 46 DOOR SWEEP BABE 49 DOOft fiRML COVER 'Oj �A1I�\1 \ \ sheaf 1 (of 13 MDOO[f LLEVIRPA u mmP1XI08MiB IM Ff." OUIepwa la _54 ZC•/C Awnpluec<Nn b, w91✓ vrv4mTD,law SEALANTS• ALL FRAME AND LEAF CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE. `� CEMS, - t . ]05 ®' TEOF ]•� %�'.r mlo!;..'6°:mac A®NAl'11�? ` z q, Q ��e °IL O � g O p anon Q ��0 D LL zp� Q �mF 8 J t s N O cO m �y WM y_F N dT 3wo �aMm Ercror 9! � aE4 L: woN a v �R NEN wLLtRBN poww n S O droning no. W12-46. sheet 12 of 13 ITEM Y PART Y RCp'0 O85CRIPTION 11AT6RWL MANP./BUPPW6R/RRWRN9 1 SMI-004 AS REO'0 PLAIN SNAP fi06]-T6 2 BMI-005 AS REO'0 FRPME JAMB fi063-T0 - y SMI-OOfi AS gE0'D FRAME HGp/iMN50M BAR 606]-T6 - q SMI-ODB AS REp'D DOOR SASH STOP 6083-T6 - g SMI-009 AS REpp ACTIVE / INACTIVE BALE fi083-TB - 8 SMI-OW AS REO'0 HINGE STILE 608J-TB - ] SMI-012 AS flE0'p TOP MIL fi08]-T6 - 0 SMI-OI] AS REO'0 BORON MIL (STD.) 60B3-T6 - M EMI-O65 fS REO'0 BORON RAIL (HI -RISE) 6063-i8 - 9 SMI-015 AS REp'O DOOR STOP COVER 6C83-T6 - 10 BMI-038 PS REO'D THRESHOLD APSE 8063-T6 - 11 BIAI-03] AS REO'0 . THRESHOLD RAMP POMiOR 606J-TB - 12 SMI-Oy0 AS REO'0 AM THRESHOLD COVER fi063-TB - 1J SMI-OJ9 AS REO'0 HI -RISE THRESHOLD COVER eOB3-TB - 14 SMI-O50 AS PEOb ASTMGAL fi06y-Tb - 15 SMI-ON AS REpb POOR STOP BASE 6063-T6 - 18 BMI-PW001 All REp'D TRANSOM AOAMFA fi06]-T6 - IJ SMI-090001 AS REp'D PLAIN SNAP fi083-T6 - 19 SMI-092 AS REO'0 GV55 SLOP 606]-T6 - 20 - AS REpp. REINFORCING CHANNEL (TRANSOM) ATb FEEL - 21 SMI-094 AS REO'0 PLAN SNAP BOBS -TB - 22 SMI-096 AS Rf0'0 ODOR SASH BASE BOBS -TB - 2y BMI-OB] AS REDID DOOR SASH STOP fi063-T6 - 24 BMI-OSI AS REp'D DOOR STILE ALUM. REwF. PULL LFNGM BOOS-T5 - 29 SNI-G01 AB REp'0 TRANSOM GASKET (B INTERIOR) FPDM TRENCO 26 BNI-G12 AS REO'D DOUBLE FACE FOAM TAPE (3/1 B' X 1/2') NNri FpAM FRANK IOWE 2J BMI-CO] AS REO'0 GASKET (0 EXTERIOR) 54NTOPPENE CENTRAL PLASACB, INC. 20 BMI-C11 P6 REpb SINGLE FACE FOAM TAPE (1/B" X 1/2') NNriFOAM FRANK LOWE _ 29 SMI-BO1 AS REO'D .385 OU\. BUlB W'STRIPPINC RIGID PVC CENTRAL PLliRCS, INC. 29A BMI-G20 AS REq'D F1M {YSRiIPPING V9AL PEMKO JO SMI-Bp3 AS REOb POSH -IN, OOOfl PERIMETER SEALING. RIGID PVC CENTRAL PLASTICS. INC. 3I SMI-BBOS 2 PER CL BETTING BLOCKS (1 /4' % 3/8" X 4" LG.) AT 1/4 POINTS EPOM TRFMCO, OUROMETER BOt5 SHORE A 32 BMI-SBOS 2 PER GL SETTING BLOCKS Ole % 1 3/Tfi' % 9" LCJ AT 1/4 POINTS EppM iRFIICO. OUPOMEIEft BOS9 SHORE A J3 SMI-6B0fi 2 PER CL BLTINC BLOCKS (3/B' % 5/B' % 4' LCJ AT 1/4 POINTS EPDM TRFWCO. pLIROMEIFR BOaS SHORE A 34 SMI-SBO4 AS REO'D GETTING BLOCK (]/B' % 1 1/4' % 4" LG.) AL 1/4 POINTS EPDM 1fU]ALO, OUROIAETER 0045 SHORE A JS SMI-WO1 AS REp'D WOOL PILE PILE IILTRAFPB. ]B BNI-P00 AS RE0'0 LEAF REAL PLASTIC ULTRAFPB E224 ST 2/ LEAF 3/B' TIREPOEO ROD WITH NUT STEEL - ]B SUPPORT PIAiE (1-1/2' % 3-3/6' % ]/10� ALUMINUM - ygBIAI-043 fAWAEJAMB fi063-Tfi - 40 BMI-0I CORNEA KEY MPLE BOOS-TSql6M1-]0 CORNER KEY iPMPLE BOOS-T543 Y12 % 1 1/2" R FRAME ASSEMBLY BCRETV6 ST. S1EEL HIX. Hf51D MACHINE SCREW44 SMI-003 H2/� . PUSH -IN, DOOR PERIMETER BFALINGRIGB) PVCLENTML PIASTICS INC.49 SMI-0]4 . DOOR SWEEP COVEfl 608]-Tfi46SMI-0]5 .DOOR SNEEP BASE BOBS-T64] . DOOR SWEEP GASKETNNri MELiPOIM PIASIICS 48 MB X ]/4" . DOOR SWEEP BASE FASTENERS ST. STEEL P. HD. PH SNS 49 BMI-OBB AS PEN. DOOR MIL COVQi fi063-TB - 50 BMI-W01 AS REOD. YIOOL PILE PILf ULTRPFAB 51 d10 % ]/4' 2/ CORNER THRESHOLD ASSEMBLY FASTENERS Si. STEEL PH SEAS (4)1/4" anI' V. \gym' 4• :4m4u 4•\ \��• \ \ i M°ODC TNHy1H@9 na TmPP�4& F ilb Lbe F1aHe A.. C"N /.� AaePuba No �/-d 24/( H\PITMMe lbh,Zgy>p�2= m'1 rPAla[wfNl @5 % J/4° PH SMS AT 3° FROM ENDS AND 14-1/2' O.C. (J) AT MTO. STILE LOG110N AT 3' O.C. SEE SHEET 5 IA HI-NSE THRESHOLD O o°p`� z9 oG��+ u; 0,G go O� 0� aaRE � _0 g t N Md � 6 o O U' N � �alrOO E 1'T E�� ° o 9 N 1 a�a drawing no. W12-46