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HomeMy WebLinkAboutNOASCANNED BY MIAMI•DAD St. Lucie County MIAnu-DADS COUNTY • 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) R fMW_ %"vw.miamidade.eov/ecmromr EGS International, LLC 3133 S.W.25' Street APR 10 2019 Pembroke Park, FL 33009 Permitting Department .SCOPE: St. Lucie County This NOA is being issued under the applicable rules and regrdations 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-- Atlantic Series Aluminum Sliding Glass Door — S.M.I. APPROVAL DOCUMENT: Drawing No. W04-80 Rev I. titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmad, P-E., bearing tine 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: Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) ratings with glass types & Reinforcing in sheet 2. See DP ratings of anchor types in sheet 3. Lower Design Pressure Ratings shall apply to entire system. Positive (Exterior) DP shall be limited to sill height per sheet 2. 2. The total tested frame area must not exceed 180 sq. ft. per FBC requirements. 3. All SGD doors containing operable panel (X) require channel reinforcement (item 431) at Bottom Rails. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeUseries, 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. TERIVENATION 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 RTOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by tine 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 #14-0807.18 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 Ishaq L Cbanda, P.E. NOA No. 17-1218.21 MrAMWADECOQ Expiration Date: December 24, 2019 Approval Date: February 15, 2018 Page 1 L F�� EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 12-0131.14, 09-0520.07) 2. Drawing No. W04-80 Rev H, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets I through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on 12/18/14, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under files# 12-0131.15/#09-0520.08) 1. 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) Smal Missile Impact Test per FBC, TAS 201-94 4) 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 Fenestration Testing Laboratory, Inc., Test Report No. FTL-5728, dated 10/10/08, signed and sealed by Carlos Rionda, P.E. (Submitted under NOA# 09-0520.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 31.1. 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-4183, dated 05/18/04, signed and sealed by Edmundo Largespada, P. E. along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2652, dated 05/15/00, signed and sealed by Aldo P. Gonzales, P.E. 3. Additional referenced report FTL 1622, per SFBC, PA 201, 202 &203-94, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Late Gilbert Diamond, P.E., along with addendum letter dated 05/01/98, issued by Fenestration Testing lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 50' Edition, prepared by Al Farooq Corporation, dated 07/23/14 and revised on DEC 03, 2014, signed and sealed by Javad Ahmad, P.E_ 2. Glazing complies with ASTM E1300-02 & -04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. IMATERLAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued Eastman Chemical Company (IvI A) former Solutia Inc. for "Saflex CP TM - Saflex and Saflex HP Composite Glass Interlayer w/ PET Core", expiring on December 11, 2018. ls►�A., 1 . C��i H� �.' haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.21 Expiration Date: December 24, 2019 Approval Date: February 15, 2018 E-1 EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014, 5'l' Edition and letter of no financial interest, prepared by Al Farooq Corporation, dated 07/04/14, signed and sealed by Javad Abroad, P.E. 2. Laboratory compliance as part of the above referenced test report. G. OTHERS 1. This NOA revises & renews NOA #12-0131.15 expiring on December 30, 2014. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-80 Rev I, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes of FBC 17 (6" Edition) code compliance. B. Test 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. 14-0423.16 issued Eastman Chemical Company (MA) former Solutia Inc. for "Saflex HP Clear and color Glass", expiring on ADri104, 2018. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6'h Edition), dated 11/14/17, prepared by A] Farooq Corporation, signed and sealed by Javad Ahmad, P.E. IL OTHER 1. This NOA revises # 14-0807.18, expiring 12/24/19. w, i-tt4VA- aq L Chanda P.E. Product Control Examiner NOA No.17-1218.21 Expiration Date: December 24, 2019 Approval Date: February15,2018 E-2 DAYUTE OPENINGS: D.L.O. HEIGHT PANEL HEIGHT - 8.875' D.L.O. WIDTH = PANE PANEL HEIGHT = DOOR HEIGHT - 2' THESE DOORS ARE RATED FOR SMALL MISSILE IMPACT, MIAMI-DARE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 3C FT. OF GRADE. SHUTTERS NOT REGO. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. ATLANTIC SERIES SM 130 ALUM SLIDING GLAAW n00R SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS/REIN=. USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. 216' (SEE CHART MR WIDER DOORS WITH SHORTER DOOR 23 "/IS- _ MAXHEAD ANCHORS 4 OR 6 3 3/ MAIL HEAD ALL 3' MA%. AT INTEALOCK/ISTRAGAL ENDS HEAD/6!LL J/ TY/P. AT S111E CSEE SHEET J FOA CPPACIIY CORNERS ENDS 1___, T-T 1 1 _ I I 1 j� RONFORCING 3 OPTIONAL I y . US CHARTS ON SHUT 2 1- THIS PRODUCT HAS BEEN DESIGNED MD TESTED M COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDUION)/2017 (6TH EADION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 25Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUEO PRODUCT LOADS 10 THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, ALL SHIMS TO BE HICH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME IWO CONTACT WITH OTHER DISSIMILAR MATERLALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STMOARDS. THIS PRODUCT MPRWAL IS GENERIC AND DOES NOT PRO DE INFORMATION .FOR A SITE SPECIFIC PROJECT, I... LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECETANG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE EM CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL_ 46 3/4" 6B 3/4' 1 31 }"�`� 55, D.l OPG. PME- "ON 55• �SLI ANCHORS 4 OR 6 ~DUCFYEVTR. PANEL WIDTH AT INiERLACN/A$}FWDAL ENDS pymnW�•y��FwM, SEE SHEET 3 FOR CAPACITY WWfo{Ctl A.epsse No I7 !Z/l2.21 LrSEE CHART MR W9DER PANELS LP1ner0gp�C�yFjplg WIN SHORTER HEIGM j Y TYPICGL ELEVATION 00��. Prv!¢C(y1w1 TESTED UNIT APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY Mi. ALL DOOR INSTALLATIONS MUST BE IN ACCORDANCE WITH EGS INSTALLATION INSTRUCTIONS. ALL SEALANTS TO BE TREMCO SPECTREM 2. FlUM,_ l E WIDTH RRPMI 1110 1 _ OX(SHOWN) OXO (SHOWN) X0 FRAME WR N r A1L1111111p1jA Oxxo (SHOWN) Eb o x x o ! L1F • e to w% Z m^ Q� 4 C � tQnl Q 0 a ME 2� I.?o Cso VTtoZiff-loll DES(GN LOAD CAPACITY - PSF (G3 ) Win = g 3Z DOOR W/o muIP-D REW'D P Rg,MM f1uAiE HD6M LY'TE OCKS INTaLoCHS vrtws v1[t� M(+) IM.(-) E%T.(t) INT.(-) 24 - - 130.0 t30A 30 _ - - 130.0 130.0 36 - - i30.0 130.0 39-1/4 130.0 iJ0.0 42 114 - - _ 130.0 _130_0 48 _ I 130.0 13o.D NOTE: GLASS CAPACITIES ON THS SHEET ARE 50 _- +- . 130.o 130.0 sa - - t2Ts 12T.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 58 - - 1227 122.7 DECLARATORY STATEMENT DCA05-DEC-219 24 - - 130.0 130.13 30 - - 130.0 I30.o 36 -_ _ - 130.0 130.0 30-1/1 - - 130.0 130.0 42 120 - - 130.0 130.0 48 - - t30.0 130.0 EO - -- 130.0 130.0 54 - - 1213. 121.3 1/4• HEAT STREN'D GUS5 (EXT.) .060' Iniodayer tt--5 .a HP Clmr or Cola GWsO PANEL HEIGHT n DOOR HEIGHT - 2' V By 'Ecffimon Chemical Co.' Ile TEMP. GV QNT.) DtH (INIERPO{ARON BETWEEN WIS ALLOWED) t 8 SHOWN CAPMIDFS ARE i'OR 4.93W SILL HQGHR LIMITEXTERIOR(+) LOADS AS FOLLOWS '! '• J.JSa' BILL W. - t6a.0 PSF !' ADD114'ICEY� I- J.188' SILL HT. _ +533 PSF 1 w IC�NB LLeAy$ 4 G ePrtlip Dmta 21 .21 alb, artt4C GLAZING DETAIL DECqqq��// DEU 7 ZUII ttU 1111 ItE4E4 �45J '• .. T1011111 t O �y y 1� 2 Sb m s H C DBSIGN WAD CAPACTfY - PSB (GLASS) P aNURHt muss iPNF 16 w I'p® W/O REINPD DITEDIACES WT3H ITE61 RMrD 1RTBIq /32 OCKS Z a �r °+ + aCu g Z m a¢ C m 06D� 0.3 fY m m o LL .1 IXC(t) I Ni.(-) FXL(+) I IM.(-) 24 30 36 39-1/4 42 48 50 u 56 60 84 BOA 160A IWO 130.0 80.0 160.0 130.0 130.0 BOA 160.0 130.0 130.0 H0.0 160.0 1k1.0 130.0 74.8 149.5 iw.o 130.o 80.0 1310 130.0 130.0 ]GB 124.E 130.0 130.0 n.t us.a 13a.D t30.o 63e 111.4 125.4 125.4 64.0 1104.0 11].0 Two 24 30 36 39-1/4 42 4B 50 54 58 W 80 60.o ! 160.0 130.0 130.0 H0.0 160.0 130.0 130.o 80.0 160.0 130.0 130.0 80.0 160.0 130.0 130.0 8 --� j IJ p q M Z (r LL Z Y - -� T68 149.5 130.0 130A SOO 130.0 130.0 130.0 76.8 124.6 130.0 1 130.0 71.1 115.6 130.D 430.0 ®8.8 - 111.4 - _ 23.4 ttT.0 123.4 117.0 24 30 l6 39-1/4 42 a8 50 54 56 60 So.O 160.0 130.0 13D0 80.0 160.0 1J0.0 130.0 30.0 rtw.01 113D01 1I30.01 80.0 160.0 130.0 130.0 80.0 80.0 ID0.0 130.0 1J0.0 130.0 1JD.0 76.9 T1.1 124A 115.E _130.0 130.0 130.0 130.0 1254 1254 - - 117.0 10.0 0ik iaHig .. c D K q . k �' S . 24 30 36 39-1/4 42 a8 50 54 56 60 ID2 80.0 130.0 130.0 W0.0 Ho.O 180.o t3o.0 I30.o 80.0 130.0 1Ja.0 130.0 no 130.o 130.0 130A 50.0 130.0 130.0 130.0 'Soo 130.0 i3oA t30.D 78.8 124.8 130A 130.0 130.0 130A - - 125.4 125.4 117.0 117.0 24 30 SB ' 39-1/4 42 48 sa 54 58 60 108 BO.O 130.o D0.0 t30.o 50.0 130.0 1 130.0 1 130.0 80.0 130.a 130.0 130.0 m - 0 1 80.0 to 1300 130.0 80.0 130.0 130.0 130.0 80.0 1]0.0 130.0 f30.0 130.0 - - 12 A 125d W04 0 sheet 2 Of - - 117.0 11Z0 ANCHOR WAD CAPACITY - esP ONp100.1YP6 'A' 'B' M 'C' 61NC96� I amw a ORVES er YPG. aT mcl bi mc. P� qym p00p 64R2 Dms 9m.2 paM smT 1N6s ^°'�. I6a:m M. (+) FM. (+) M. (y wvs3 n:TFs INT. - W. - - 24 130.0 130.a 130.0 30 IM.0 130.0 130A 36 126.7 125.7 1m.0 39-1/4 117.2 117.2 im.0 42 ttt2 111.2 130.0 48 114 100.5 I 1095 I30.0 50 9T.6 9J.6 ' 130.0 51 B2A 924 ! 130.0 56 90.2 90.2 127.9 0e6.2 662 t2z> 24 130.0 130.0 t30.0 -- 30 I= 13010 _130.0 35 1," 115.3 13" 39-1/4 110.2 1102 130.0 42 120 104.5 1045 130.0 48 94.3 943 _ iw.o So eta 91 130.0 54 B65 86.5 t2f.3 ANCHOR TYPES A. B, C APPLICABLE AT HEAD ANCHOR TYPE B APPLICABLE AT SILL Z}yIf.AL ANCAORS: SEE ELLv. FOR SPACING - AT HEAD - -- . - - - - . -.. - . TYPE 'A'- . •. ..� •. ' ' ' 177 ICE,, I'll" KI - .. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I 1-1/2' MIN, PENETRATION INTO WOOD U 181' UCKS IN'O COi.CREFE I -7/4" MIN. MBE CR TYPE 'B'- 1 /L" DIA ULTRACON BY ' I O' (NI KSI, F6 lm NEI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED j TYPE'C'- 1 /4" DLO. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MLA.MI-DADE COUNTY APPROVED MULLIONS OR INFO MEFAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ! ! ALUMINUM: 1/8" THK. MIN: (5063-T5 MIN.) - - 36 KSI MIN. STEEL: 1/8" THK. MIN. MIN - ) (STEEL IN CMACT WITH ALUMINUM i0 BE - - OR CAMEO) ( '-"-'-'--'-'-'-'-'- -- - - - -AT SILL -' - -' TYPE 'B'- 1/4' DIA ULTRACON BY 'ELOO' (N-iJT KSI, FynIM KBO DIRECTLY INTO CONCRETE^ 1-3/4 MIN. EMBED --------._,._._ _._._.__, - . - - - - - -AT JAMBS-ZO TYPE 'A'- 1 - _1J] KSI, Fy-155 KSI) INTO 25Y WOOD BUCKS OR WOOD STRUCTURES I 7-1/2' MIN. PENETRATION INTO WOOD � hlRu CIGPfIfoTEOFi `t`Ii5 ��7'74y"(MIR'SFSBEUitaiF0iC0idt 0 LOC _ TYPE 'B'- j/b' DIA UITNACON NY 'ELCO' (FV�IT1 K61, Fp155 KSI) DIRECTLY INTO CONC. OR FILLED BLACKS---"'--""0 _ 1-3/4" MIN. EMBED INTO CONCRETE ( 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'C'- Alb SMS OR SELF DRII IUD SCREWS (GRADE 5 CR9J INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES' (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS50 ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.)54 STEE: 1/6" THK. MIN. (FY = 36 KSI MIN.)56 (STETL IN CONTACT WTH ALUMINUM TO BE PIATED OR PAINTED) ANCHOR EDGE DISTANCES INTO CONCRETE - 2-1 2' MIN. INTO WOOD STRUCTURE/ I' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SG - D.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fo - 3000 PSI MIN. C-90 NOLLO'N/FL EO BLOCK AT JAMBS I'm 2000 PSI MIN. ISODUCF RCYI6FID pabnPly{bapgh LLeWaMb. ASMum 2j EEC) DEC U 7 2017 A\\llll lllll/yt JAJ itJj!�fgA�A� �� 3P' ENHe'••.`c1 ' ' "A,(t�' l�lY A] yy! 1Iuj ilL1�Y, O t4 {1�l M I i s �:2 amok WAD CAPAM - PSP RICHER 145 Y' 'B' 1 'C' PANp ymtx BWuft wuvs IIM6 NI xuFs e ARMES 12 m. M pw 4 Ax®OC1 AT M. bt9B t a AA'®o99 a m. erne 1XIS 'j, ; � � % rq f Z % ¢ An C Mqyt",dy6 O Nr cf OO m ¢¢ % 0 6 p g C Nilt c Q Z g N Ma" i 0q ,j pg@ ui. (+) Mi. - W. (+) im. - OR I-) W . - 24 30 36 39-1/4 42 46 SD 54 55 ba I60.0 180.0 160.0 160.0 160.0 160.0 161 I60:0 1e0.0 160.0 160.0 160.0 Y49.5 1485 N9s 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130A 125A 125.4 125.4 1tZ0 t]Lo n2D 24 30 36 39-1/t 42 48 50 M 56 60 ! 90 160.0 160.0 1 160.0 160.0 160.0 160.0 te0.0 160.0 160.o R .t Q m EB ^0 EB J¢WI'1J tL <LL a 2 a Z Ga ¢ - W Id o I/1 ,•1m.�a.. W W ✓6 p_ 15Z2 157.2 180.0 149.5 14915 149L 130.0 MO 130.0 t30.o uD.o 130A 127.7 127.7 130.0 125.1 117.0 125A125.L 1v 0 I IJ.O 24 ss 39-1p 4z 48 30 sa' 58 0109.7 MEN 160.0 1600 Iwo 1600 1600 1565' [164:! IWO TCtw.C` 1M.9 141.9 160A t3D.D 125J 1223 t3D.o t25.7_ im.3 130.0 1M.0 Imb 116.6 116.E 130.0 nL.t nee 125.4 ��,,. c„a„`g qN °j'ME Ing R r 109.7 117.0 24 3B 39-1/4 42 ! 102 130.0 130.0 im.0 IM.0 130.0 IWO 130.0 130.0 130A 1127.71v.7 R ° � b _p60 S A 24 30 36 39-1/4 4 50 N 56 60 108 130.0 130.0 130.0 IM.0 130.0 1300 - -' i ! y �, tlrawing no. sheet 3 of 8 130.0 I= i304 Iml 1253 130.0 11&9 118.9 130.0 IWJ 1m.7 130.0 ta,T 1".7 I3t1•D N.T 992 130.0•'r 98.9 959 125./ 91.8 93d /17.0 f.GZA4Fi1§i 9 TYPICAL HEAD ANCHORS IN PAIRS TYPICAL HUD ANCHORS IN PAIRS TYPICAL HEAD ANCHORS IN PAIRS SEE M. FOR SPICING SEE ELEV. FOR SPACING SEE E . FOR SPACWD �U-uw Nu0 SHEET 3 FOR OMNITTr AND SHEET ! FOR GUAMRT AND SHEET ! MR QMRTY AIETPL m AT Mumocxl STRAGAE ENDS AT INTERLOCZ S AT INIFADCK/ASTWFLL ON �'�UC� d oDo Bu F t n s s it d• - OR z DOE DIST. 4. O.C. 4t N d•CONCRETE EDGED 4" O.C. \ ! KSI FINK. 0 fl"p u a:Q V. C �P CLUSTERS Of o®t� ANCHORS ONLY TY%CA1 HE1D ANCHORS W PAI m I OSEE M. FOR SPAGNG 16 FOE -'D= m 3J MA SHEET 3 FOR ODANIIIY S C T INTERLOCK( ENDS INK• Q m P lw WOOD Bum f � 1 p ° •.d .SEE NOTE al 6%I EDGE.MSF t 0 DID ' d : OpryGRm MMI-OLDE APPROVED y m ULOON & MUWON ANCHORS SEE SEPARATE NOA I - - -' LEA Yo,C. (I DIST. ` ,.� o O i"n 4I. KN m R arse 0 0 G 0 ism TYPICAL HEAD ANCHORS IN PAIRS - yI 0 a SEE REV. MR SPACMD X n MOOKIIREYWO ANDS 3 FOR DGVRRY N n,m •• f�alvt` �WHy TIe}yypA AT INDEOIN OCK/A Da ENDS C) M W W 0 A..Nn ZCT c Pryinilr6le�/T' �— 41Y 4o1N .UALAN-T- 3 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHRE/ALUMINUM COLORED SILICONE g f R rz -SEE NOTE ON MAJOR INTERLOCK STILES TOP AND BOTTOM ENDS FILLED E#V 66 B T SHEET 2 FOR WITH EXPANDING URETHANE LL FOAM. $ a SUMRATONS 4.939 ALL INSTALLATION ANCHOR HEADS BE SEALED y,TSO &EXPOSED ANCHORS TO BE CAPPED WITH ALUM. 0 2 7A I BUTTON COVERS. o - 2500 wEEPHOLES: EEC 07 2017 NT, 2T Wt = 3/16°H X 3/4•W WEEP SLOTS 11U I AY AT QUARTER POINTS OF EACH PANEL �.." AAi 3 W2 = 3/6' WEEP HOLE AT 6" FROM ENDS 3� ° AND CENTER OF EACH RAIL C 9 Mum & HARDENED �HIGH STRO M GROIR Fc - WOO PSI MIN. = v 9 NON METAiuc) WOOD BUCKS NOT BY EGS INTL. MUST SUSTAIN YYRH BONDING AD ENT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER of r � drawing no. pNOT DY EGS INTL Rs MOST TPANSfEA SHFM THEM TO THE BUILDING STRUCTURE. •"•a �!'�••'�W04-80 AL EN Laos ro sTRUGTURE A`gAOIVAL � AL ENDS Y F1r 10111 8 --- } ai e g1D X r FH EMS v .. 6' FROM ENDS 5 III, O.C. PANEL W10!H J12 X 1-1/4 FH SMS O 8' FROM ENDS 01 1/4- MAX. �� D.L OPO. O 2 5/8' LONG AT POP PANE- & O-1/2' O.C. O p PS Z q O SNW 4 /nv 35 SG C 3. % 10 30 �' 6 2 ry 6 — oG g w pr„ q a J � 11 I I :._ 1 11 j J 11 MCI: O_VNFu O I p$oa9 I ,J QEVEIml a ---- N --- N SCREENS OPFIONQ— / M j10 X 3(4' 1IXS ( 9 D.L. OK SELF TA°PINIFH BCREN'a sgN ZI y LL (2) AT EACH FND USE REINFORCING AS PER CHARTS ON S4F£T 2 O 6' FROM ENDS & 17-1/2. O.C. USE REINFORCING AS PER aa F (0) MIOSPAN (iGFAt OF 5 5 SCREWS) PANEL N101H CFMI(IS ON SHEET 2 - Z DOINt FRAME MINN EXTERIOR 3 Y m p 21 ITFlCAL SEE F3£V. ANCHORS MR IN PG SPACING _ 1yPICN. ANCHORS c SEE EtEV. FOR \ IN PARS SPACING IFPICA. SEE UUY.. AICHOPS IN PAIRS FOR SPACING 812 X 1 /2' PH Ec1F TAPPING SCREY.S E j O " FROM ENDS 46 t)-1/2- O.C. ^I y n m .°. (5 M J ' 1/4' ANX. SHIM 1/6' MA%. ENIM � 1/4• WA, SXIM I 36 3% B pC1dJ4f p¢VItWD E E ,ymp{rb{wilYOa Fle(YL 6 41 II ('tly0 LCa ~pC II iI I_ CEC 0 7 2Q47 s P m ---- SCREENS OPRONLL._______________-____ of � Itmwing no. ----- ('9;?:: ,R S'•t.... ..... {-�aCCC.... W04_80 #12 X 1-f/4 IN SMS EXTERIOR k�%-1/E 0� ASS®(E(AL 2 1 'a� 3150 1 2.082 1-550-- .080 A3o 1415 2.415 Q n m 1.750 INS ']88 1. Ito Z151 I �J^�a'..� NR {--1276 -1.9Ja 1aJJ--I L , ,1� 8.186 ( 6.106 .B.3O 1.9]] 1.9J .B30 N 1 FRAME HEAD r-z.st2 1.74D--I �- .._.i 0 0 a m L649-y I CID i c a _ Oe�a 1.500-• ) FIXED STILE t� MINOR INTERLOCK Wz .000 1.714 1.J14 .ON j LLL Z 0 u n 1.332 .D90 I �._ S O N 4 �325D- iJd0 SOU L �0 Q�mE 4000 1.438 Li94 i g.21 ,IN 3 FRAME JAMB W/0 PDCKET 14 FRAME IAms WRH POCKET $ .�".. .120 .865 m 1,016F .�. O M 4.0773.940 3.615 .155 r M 814 .125 1.JIJ� /rjTOP RAL 32 REINFORCING TUBE LB26 �.125 .1W4.146 4.340 3.004 241.018 1.OIB -I Lwe 30DD . Nry SO 9 ry .OBO .080 /�� .055 i W M d i 1.194 1.1" no LOCKING STILE D MAJOR INTERLOCK 4.094 4.000 ISEE WA16t MTWO BHEET 2) t.JJS -- 1.392 tt STILE PDAPTER t4 JAMB COVER f.fi50 ].101-� 2.22J-•i i y�1GyfT • { 25. n O 4�01�mawiWMv PbF6 - 19 .51414y1M4mhtt T .f f •2/ 2101--� 222) .094 to g i $� 1.940 OTT 4 MOJING BOTTOM RAIL 5 FIXED BOTTOM RNL , I I 1L2.074 �j0 f N ry r1.250 1.088 4.939 3.750 DOO i .109 109 ( SAN 3--- 2.509 J\\1\\\II1111111j' -- .lB9 .080 T an .125 41FD ..... �/•y�/��i� �l 125 I-1.50J I.031 i m 1.OJ1 O SHEAR CUP 41 SHEAR CLIP L 6.481 -- ----- B.481 TEOP tlfOwin9 no. GOO FRAME SILL RORIor: W04-80 S.M.I. =SMALL MISSILE IMPACT GLASS SHAPES O FRAME SILL 0_C 0 7 2977 )nl❑n\\\\\ sheet 7 of B PART N KR QUANTITY I DESCRIPTION L618AUZ MITT./GUPPLIBR/R6MARY6 M-551 1 FRME ItEID BOW-T5/e1R5-Ts - ���/ o M-580 1 EUYE 561 (3J/16' HICH) CooYn/610 m - a ML i t FRAME SILL (3-3/4' MCI) FAO6-TB/8l4 n - Z• n ECS-552 1 FRARE SBL (4-15/18' MQT) 6005-TS/8f05-TS - O "+ h E6-5B0 1 FRAME SILL (2-1/2' MCN) BOOS-T5/B1W-TS EGS-SW 2 FRAME "B W/0 POCKET BWS-TS/8105-TT ECS-553 2 ALT.FRAME JAMB W/ PCCKET 6W5-TS/6105-T5 - ECS-573 1MW. PNKL MDNNG 80E. RML($.W.I.) BED" TS/61p m _ R1 OC EIS-W2 1/m PANET. rOn mu. PAR (SLLL) 6W5-TS/6105-TS - Q �"j �y N! =6 Wj 1/PMIEL TOP R (S.WL) m04-15/81m-T5 - ci p IJM EGS-574 AS MOD. FEm SIB£ (SM.L) 6W5-14/8105-TS - Cf EC'S-575 AS REW. LOCYJNC SDIE (S.MJ.) BOOS-i5/fit0YT5 - E ECS-STS AS REM. _ "OR INTERLOCK (SAL) 6W5-T5/6105-T5 - ECS-5T1 PS REDO. 61NOR INTERLOCK (SAID.) WOS-T5/6105-T5 - Q fA EGS-561 AS MOD, mu ADAPTER 6005-m/5105-TS - qg LL O C EGS-566 K WOO. DOOR VPMP 60W-T5/6105-TS AT TOP OF FDOD PANE. Q b 65 E 57D AS Mo. AW8 CW£R wa}m/elcO-n OPTBAWL EGS-n AS MOO. 9/16' CIA w =RET wff PVC TEALPJSTi6 (BJC m) � TK11428E 2/ 111E 3 NC BLOCKS, 4' LONG. 0 10' FRON ETCH END EPDAI TREMCO Q � D2700/7527-W,1-4 m MOO. RNSEJ. WODLP11 AT HORG. RAILS AMESEURY 8 j T-MBG AB REW. POLYBOND FlNSEAL AT MOV. BOTTOM RAIL - ULTWM (ZBON % Zoo BASE) O2T045/7531-8011-8 AS f2OD. FINSe'A1. WWIPILE AT Fl%. BOTTOM RUL - ANES4URY JJ mo L9045/7420-W11-2 AS REW. FINSFN. WWIPBE AT YElff. SFGES h SWEEP - 'ARESEUW g'J ... 18 X 3/4' 2/ WR FRAME AS KY SCREIYS Sf. STEEL PH SN6 D4 1tih 112 X I' 2/ CORER PANE, ASSE119LY SCREWS SL STEEL 1N SYS Z 0, 2/ PMN PANEL ROLLER'M WBLY W. SREL 1-11/16' O.D. WHFi15 O V) - t/ MOV. PANEL H M ou FULL W OF PANE. (BOTH OPTIONS) 6W m - - AS MOD. INTERLOCK RENFORCEMENT STEEL 1 1/2-X 3' % 11 GA_ K N d i - AS PEW. HK. PANEL CUP (AT FRAME HCAD/SILL) ALUMNUM 2 X 8 X 1/8' X 1-7/0' LONG w u, - AS MOD. RUBBER Buwm - 1/2' X 1/2- SQ. X 3/16' HIGH — ySI K -00-W OR WCO 1 T. u PULL 1ABS Rml OR em (Wig MINS-RTE 0.R A: RD M5184)-09 t DEAD LOCK MCIRRFD W/ (2) 16 % 1/4' FN SCRflYS ST. SFEEi AOWS-ROE 2 V M y17 W 4801-W 1 STRDL YDLPT© N/ (2) /e X 1-PH SC'REM A WASW MM, ST. SIEEl AD4I6-RUE CCCC rO a 4 2 OR W52O Wm 1 D MW TRMSEE PULL I8S p@I OR BRAA AMNS-RITE OR ASHUND TC2 1 }RACK COYER 5f Sf WGRAOE uP ECS-584 AS KOO. SH CLIP AT CWSiERS ONLY F11D5-TS/F610ST5 _ a I MI0IFOCCYL4'® 01^" E �oeg2LB aYiFLryp$ j� 3�3 � � � 4� Aa�ryuenN I -IZ) .ZI m 3 Q c .Teo—y 'y`w M.l 9 N - 4ia.o s-c o 7 eon IL Dy_ox_ Au .W, 111111111 RARENESS - 85 SHORE A iENSBE STRENGTH. (BREAK)= 1810 PSI IW $ tl 2 b ELONG MN AT BRP/J( 320R ffU[ FAN SPEC GRAM RAM - 145 6 V•W droving n0. woa-8o W AnN .ecKFT ' A/ 441p�Q •• •. • _�6` I 6ruE 1;t 3t MOV. PANEL RLINF. AA ATN� P3 sheet B of 8