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HomeMy WebLinkAboutNotice of AcceptanceQ . �. COUNT"( DEPARTN nrONREGOLATORYANDECONOMICRESOURCES(RER) BoARDAND CODEADMDnsrRATIOND1vISION NOTICEOF ACCMANCEOA) MIAAII-DARE COUNTY PRODUCT CONTROL SECHON File Copy IISt Flodda3312474 T(786)315-2590 F(78t73152599 JupiterGlass sped2ltieslnc.,dba REVIEWED FOR SoudkFastern Door Company CODE COMPLIANCE1505 Commerce Lane P.O. Boa 794 Jnpiter,FL33&% ST. LUCIE COUNTY SCOPE: �+ This NOA is being issued under the applicable.rules and regulations gavernn� QSise of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-PradactConhol Simon to be used in Miami Dade County and other areas where allowed by the Authority Raving Jurisdiction (Alu). 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 AM (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 performin the accepted manner, the manufacturer aril/ inciu the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such pradoct or material within their jtaisdiction RERrmmes&--n t tmtevob-, dm acceptance, if it is determined by Nframi Dade Commty Product Control Sectienthat this product or material fails to meet the requirements of the applicable building code. Ibis product is appmved as described herein, and has been designed to comply with the Florida Building Code, Including the high Velocity Hurricane Zone: DESCRIPTION: Series Atbus HP Aluminum Shd= Glass Doorw/wo reinforcements-LMI APPROVAL DOCUMENT: Drawing No.18-M (former 16-M)},tdled "Sliding Gnus Doce, sheets 1 through 11 of 11, prepared by PPMF Inc., dated JAN 29, 2018, signed and sealed by Pedro De Figueiredo, P.E., bearing the Miami - Dade County product Control Revision stamp with the Notice ofAcceptance number and expiration date by the Mann Dade County Product Control Section. 1VIL43[LE IMPACT ]RATING: Large and Small NTis & ImpactResistant Limitations: 1_ See Desigppressme (Dp) gating, +ve DP and max frame size limitation in sheet 1 and is note'2 insheet 2. Sea glass capacity DP and DLO limitation in sheet 9_ Lower design pressure shall oontroL 2. See rein&rcementrequirements in sheet 4. 3. Pocket structure, under separate approval to be reviewed by Building offrclais. LABELING: Each unit shall bear a permanent brbelwith the mamrfacturees name or logo, city; state and serice and following statement '2vfiami-Dade County Product Control Approved", noted herein. RVS"AL ofthisNOA shall be considered after arenewal application has beenfited and therehas been no change in the applicable building code negatively affecting the performance ofthis product: T)gMINATION offhisNOAwill occur afterthe expiration date orifiherehasbem arevssion or change in the mnteriials use, andlormauufachae of the prodnd or process Misasa cfthisNOA as an endowment of any product for sales, advertising or any otherpurposes shall elmmancally terminate this NOA. Failure to comply with a� section of thisNOA"becauseforterminagonandremovalofNOA. and followed by the T: AMMIMMM The NOA number precededpreceded by the wards Mix mi�ade County,Florida,a it shall be dare in expiration date may be displayed in advertising Iftm-attae. if any portion oftheNOA is displayed its entirety. fact� cults distn711mrs and shall INSPECTION: A copy of this entireNOA shall be provided tothe user by ihemanu be available for inspection at the job site at the request of the Building Official document This NOA revis ea 4 17-0 214.03 consistsofthis page 1 and eviden,leMes E-1 & E 2, as well as approval mentioned above. L Chmmda, P The submitted documentation was reviewed by Dhaq NOA N0. 18-02OL12 Erptradon Date: June 0% 202 ApprovalDate:March 22,2018 Pagel Jupiter Glass specialties Inc, dba South Eastern Door Company NOTICE OF ACCEPTANCE: EVIDENCE SURMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.16-093, titled "Sliding Gass Door", sheets 1 through 11 of 11, prepared by EugCo. Inc., dated 11/23/16 and lastrevised on MAY 16, 2017, signed and sealed by Pedro De Figueiredo, PB_ B. TESTS (submitted under file #17-0214.03 ) 1. Test reports on: 1) Air InSltration 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) Small Missile Impact Test per FBC, TAS 201 94 5) Large Mmssile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, per FBC 241132.1 and TAS 202-94 along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Black Water Testing, Inc., Test ReportNoBT-SED-16-001, dated DEC 23, 2016, signed & sealed by Constantin Buries, P. R Note: This test report is revised by ad addendum letter, issued by Black Water Testing Inc., dated 03/27/17, signed & sealed by Constantin Bortes, P. E. C. CALCULATIONS 1. Anchor verification calculation, complying w/ FBC 2014, prepared by EngCo. Inc., dated FEB 02, 2017, signed and sealed by Pedro De Figuehedo, P.E. 2. Glazing complies with ASTME-130M2, -04 & -09. D. QUALMASSURANCE 1. Miami Dade Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc (Former E.I. DuPont DeNemo= & Co, 1nc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of compliance wl FBC-2014 and -No imancial interest" dated 02/02/17, prepared by EngCo, Inc, signed and sealed by Pedro De Figueiredo, P.E. 2. Active status listing of incorporationwi& Florida Department of State ofJupiter Glass Specialties, Inc., since 03/1711990. 3. Active status listing of fictitious name with Florida Department of State 0" "beastern door Company, since 61/01/1991. G. OTHER 1. Test proposal #16.472, dated June 22, 2016 approvedby RMLW" L Chanda, P,E. Product Control Enmmer NOANo.18-0201.12 F,q udon Date: June 08, 2022 Approval Date: Mach 22,2018 E-1 Jupiter Glass specialties Inc.. dba South Eastern Door Compare NOTICE OF ACCEPTANCE: EVIDENCE SUBNIIITED 2. New Evidence submitted. A. DRAWINGS I. Drawing No.18-o2 (former 16.m), titled "Sliding Glass Door", sheets 1 thmugh 11 of 11, prepared by PPIv1F Inc., dated JAN 29, 2018, signed and sealed by Pedro De Figueiredo, PB. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources KM)_ E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0909.02 issued to Ii ummy America, Inc. (former EZ DuPont DeNemou m & Co., Inc.) for the "Knarary Sentry Glass ® Interlayer", expiring on 0714/23. F. STATEACU S 1.. Statement letter of confomance to FBC 2017(6" edition), preparedby PPMF Inc., dated JAN 29, 2018, signed and sealed by Pedro De Figueimdo, P.E. G. OTBER 1: ThisNOA revises NOA017-0214.03, expiring 0&08i1022. ls!!11.L44KA_ Ishaq LL Chan�da, P.EP E. Prudunt Control Examiner NOA Na 18-0201.13 Expiration Date: June 0% 2022 Approval Date: March 22, 2018 E-2 GENERAL NOTES: FLORIDA BUILDING CODE 2017 (Mad) MVHR LAMB B SMALL MISSILE IMPACT RATED I- COOK THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WTIM THE FBC 2017 6TM IOITION INCLUDING THE MIGH VELOCITY HURRICANEZONIMHU ' 2- DEFINITION, THIS PRODUCT IS AN ALUMINUM SLICING GIA55 DOOR DL41GNE0, CONSTRLCTM ANDTE5TED PROVIDING PROIEGTION PROM HURRICANC FORCE MINDS AND VAND BORNE DEBRIS (LARGE ANDSMALL MISSILE) WITHIN THCALLOWAR! DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL INSTALLATION OF HURRICANE PROTECTION DEVICES Is NOT RYONIR®. S. POSTING. PRODUCT SHAD. 51 LABEIIDAS FOLLOW, UUPIICR GIA99 9PIDIAI.TE6, INC OBA -' SOIITHEA9RRN DOORCOMPNM•JUAIMOR-PIDIII CA' SERIES ATLAS HP SUDING GLASS J - LARGE # SMALL MISSILE IMPACT RATED MIAMI-DADS PRODUCT CONTROL A'FROVCD 4. LDADSI DESIGNED LOAD CALCULATED BASED ON THE ASCE7.10 AND PROVIDED SY4 pROPC99pNAAROIRCGT OR ENGINEER FOR EACH SROFIC PROJECT. T He CALCULATED DESIGNED PRESSURE MUST NOT ENCCEDTUC AUDIVAOE PROMISES HEIE IN SPECIFIED. THE DESIGN PRIESSU)CE9. AS DETERMINED FROMASCE 7.10, ARP PERMITTED TO BC MULTIRE 60.6 S. MATCHAU ALL ALUMINUM PARTS TO BC GOG3-TG ALLOY OR AS NOTED AND GLAZING TO BE LAMINATED IMPACT CLASS AS SPECIFIED ON THIS APPROVAL S. PASTCNE Si ASSEMBLYSCRBVB AND ANCHORS SHALL BE AS SPOCHM D IN THE CURRENT SET OFORAWINGS. INSTALLATION AND LOADS AS PERTHI5 APPROVAL ANCHORSPAANG AND LOADS MUST NOT EXCUOTHC VEprnnE ARCHDECTOR PRODUCT IS TO BE -THE SITE SPCCIMC PROJECT CRITIRIA SUCH AS BLR NOT UMNID TO, LOCAL CODE REQUIREMENTS. DESGNED PRESSURES LTC, -THAT THIS APPROVAL 19 ADEQUATETO THE BPCCFlC PROJECT. 0➢ ILARMATERIAISI WHERE ALUMINUM IS IN CONTACT OR WINED TO DISSIMILAR MATERIALS, INCLUDING OUT NOT LIMITED TO STEEL, INSTALLATION SMALL MEET The AEOUIRCMENTO OF CHAPTERM.7 GP Me AWMINUM DESIGN MANUAL 201 S. DOOR UNIT OMICTION PRCCCDURE AND INSTRUCTIONS TO USE THIS DRAWING 70 VERIFY DOOR ADEQUACY PRESSURE STEP I•BMCCT I GDIEBALNOTE4.OffPANINEFROJCCTDIVpNPDPRLYSLR2(DPI AS INMCAIIO, STEP 2-SMELT I, COMPARE OF) WITH FRMUCT OCSpN RATING, FUNCDONOF DOORSIZES FWR EH AND POSIIIVCPRONNIRE OF WRAMOLD RISER BTFA 3.EMOTE, G 47. LRIECT FRAME ANCHORING IN ACCORDANCEWRH 2, %4 0R5TRAO(S!UX1 . STEPS-iNEPRODUCT DCSGNCD RATING MOT BE EQUAL ORGRGTERTHAN TNC CNMLNrCO FROJCGTWTND FRJ55URL IA) TARLE OFCONTENTB: SHEET I DESCRIPTIGN 1 I GENERAL NOTES, PRODUCT S ONA TING NO GU IFI CATIONS - - R DOOR S MPLE ELEVATIONS YIT FIXED AN O OPE E PANELS AND POCKET CONFIGURATION 3 PIC EL WRITTEN WITHCROSS SECT O LO O D SECTIONS A LS JAMB FRAMING ANCHORAGE TIRTAILS EAGER FRAMING C OR DETAI S 7 IL FRAM NG ANCHORAGE DET [LS BILE e FRAMING DIE COMPONENTS 9 PANEL DIE C;13MPgWNTS, GLAZING CONFIGURATIONS LO PANEL HARDWARE 11 LIST OF COMPONENTS PRODUCT OPSIGN RATING AND QUALIFICATIONS RR (SEE NOTE A. SUET 2) RR FY - FRAME VI➢TH HM I ! O X X 0 0 c X Id !. X NOMINAL PANEL - PWJ A OF PANELS RR F4 - FRAME WIDTH IOIRYL PREL TIf \ X X X X P NOMINAL PANEL - PNI R OE PANELS NOTE. To= IS NOT TO SE INCLUDED IN TNC TW DESIGN PRESSURE RATING IMPACT RATING PANELS12EB MAX. FW X PH +G5 P5F A LARGE #SMALL E2'KI(101/R 46K6' -75 P5F MENSTE DAFACT NCJANA.MODULE IG2112' t50 P9P P LARGO4SMALL 46'K III 4SE' X M55ILC WALT AOMIWLMDWIC 120- • POSMVE (DO'ERIOW OF SELECTION td.FTi1t?b3�� No. 62609 * SL STATE OF BAN 2 g I- CASE I. MAXMUM POSITIVE PRC49URE9 FOR 3-IM5 2'OR Iall 0THREMHOW WITH ()WARNING AS PER IU RITRATION T. 2. CASE 2, MAMMUM TOME PRLSSURL9 FOR 3"A' AND.T THRESHOLD RSER W,OUT TEE OVERHANG. 9• THC FTTJDWC PREESURE STEAL IN: THC IC59CR VALUE FROM THE ABOVE TABLE 4YLNHAN4 LCN41H IROOUCE w" (ON LFNG¶O bosm zG • 12 DurBlDe w �— OVERHANG ILUISTRA40N'r ' x$ IZ OVERMNG IN 00MNN(CCWIIH TUC PBC NWUMOACNTS. ODORS INSTALLED WHERE THE OVLRNANG(OH) RATIO 13 WAATMININHNRttIMTOON. TtOA RATIO D L G CCNCu Tm BY THE CCUDWINO ZONATION OH AABO • OH UWM JOH NOGHT a— 1.0 4 OR MORE PANELS FV .. r / r X X r r FY ww ! / I O X X O X P03L FV u I ! I X a a a PY ww X X X X P 1 \ PAYL POCKET STRUCTURE DESIGN NOT PART OF THIS APPROVAL DOOR5 SAMPLE ELEVATIONS WITH OPERABLE AND PDIEO PANELS AND POCKET CONFIGURATIONS 5 PANELS — FV n — O f170, rX X X / w o+ a ! Post —FW .w—• POCKET STRU^TORE DESIGN NOT PART OF THIS APPROVAL 2 PANELS FV P- � Q O !X m PAY1 "FV .. I r I PANEL FV .M y4 X P 12I � J� ! PR6 POCKET STRUCTURE DESIGN NOT PART OF THIS APPROVAL P.?0= X' OPBWOLE PANEL 0-PNM PAMt FW- FRAME W¢i1H OLD- OAYNGITT OPENING PANEL .. I= NOTE 21 �MMYIM4 , OE f/a \CENBo No. 52609 STATE OF J4N 2 9 RRODUCPIOIVIPRO A=19GMIIiMPµW wNV l&^0?nl.l2 l NOTES, I. DOOR CAN Be CONFIGURED WDH AS MANY PANELS AS THE TWO, THREE, POUR OR FIVE TRACK SYSTEM CAN PIT, UMITED TO THE MAXIMUM TESTED FRAME WIDTH X 1.5 WITH LIMITATIONS AS BELOW' 2- MAXIMUM FW- 512 X 1.5 - 4GEV FOR FH <- 102 1/2' MAXIMUM PWo 280 X 1.5 m 452' FOR 102 1/2' <m PH <- 120' S- MAXIMUM DLO- 46 5/S' X 94 1/I G' FOR 52' X 100' NOMINAL PANELS MAXIMUM DLO- 495/B'X 111Oil G' POR48'XI 17' NOMINAL PANELS 'a• OE p TYPICAL ELEVATION AND CRO55 5ECTION LOCATOR Q �ADENyF No.52609 dN A90 STATE OF 3dS F A f 1, Ale 8 p B e ,b eIT MINDS JAMB ANCH IZAGC 9CC �LLuuj � SHBCTS FOK WARS �ANCHGRAGE $ CLUSTER 3 4 6 S �:AA ................... .... .nr. rm.;r... TRACK SYSIEN ILp ..•.. • ..•. J r n� . . .�:..;. mn. rm n. ...................... n... .............. -nr. w c �:n:ns;::a: ?:rm,-^3. T� aas: n;a;::na P.-an-....a^ .a� q: n:; x T;r..Y! .LL.,J„r,ani.,I .•,:1u F,Y; sn nrr:n4:lqr.,t;y".;•,.a;:rTu:::::u!::;::ar.:•a.IN: a�.r�'..•..ry:!::;•ra„Irr*:: f*^I,.a. inli.r..a.:,•a., �... .. rr.. irc. ..i,... 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PL:Iifi.l:n:'::a•auiC3 .n..::a.::•;...:,!ainr..c:iN••:::::.:.!:::?:::.:.na1.i.:i.,....,r::�.,�...._e................... .�..a.r..��....r..:...........• y _ _ �• - TYPICAL CLUSTER OF.n, 3 ANCHORS FOR HEADER pRpmp��Pogy� AND SILL AT POCKET DAMS �1q% dodl�pl%%WI14u A%aub%uNr 20 Iz K%pnW% 3 UP, MORE IRILL R IC1.r T1%� f _--- 5 MINIMUM CLUSTER TRACK OP 6 SYSTEMANCHORSPATTBSN - - --- HCPDCR/5111 N6%Y' TT11 MINIMUMT 4-OCA D G AT OAT 81AGGCRED $TKACK 9YRTBM ANCHORPATTCKN _ _ SPACED AT 4'OC rNDIDCAiCD AT ANNIMIIM CWRTCRor,IWNDR5IN•NNC NA, A % % 5G1'R CL1 6 AND 7 R OMW G BTILC5 -4 SPACCD AT 4.00 AND UD TCD AT CALM INMWDCK3rO SEC445TRACK51D 5TRATCDIN9HD_Tr 9CC 8HCCPJ6AND7POROCTNS _ OI/2WI0 a 18-052 aIm • 9 OP I I FN =SEE NOTE 2, SHEET 2 NCNB PANEL NUM• PANEL NCM. PANEL NDM. PANEL NDM. PANEL NDM. PANEL kP=fW/N NP=FW/N NP=fY/N NP=FN/N NP=FN/N NP=FN/N "gps'000 p>=MW SSG BAN _ OLp1 DLOi DLO DLOi DLOi DLO' NP• 5 3/B' NP- 9 3/e' NP- 5 3/B' NP- 9 3/B' NP- B 3/S' NP- S 3/B' q N m I 0 X X X X X �.. P � �p W X FNMI ON I I LNC1tMM10.f LGCKININ6E I I a PoDET u Gi N see sllmr s alm B TYPICAL DOOR 9ECTION5 r0RHPAU9K ANrn s I Du ANCHORING DEM1E R affm IS 114 M Byrrwe 1 I- R 5,0 . s READS s eruRes AD7FI, o- METAL I D ts,AMT ARC pYM6 uN.t mEsslrm e- METAL ET TUI S An TY SE ABM ASS STEEL � a a 6o6]-T6 ALININLM (US, MIM RIK D ® s-_ AMCIMI TTPE T RAW TS ALLMINIMTITAum DOCpILIr vus was Wtt E MITs sxaL c TO ASIM E-99 YIN M2IIYAI Pn [e A, E al6 YICLO YTNCWi ry-IW ESI, U YINATE STRMGM nmin NSI rc a S HEADER 6- MSNDU D TT O 57RRRITN rY.92 ESE, ULTIMATE STRENETH F .190 KSI Z 9 OPHANDLE ® IaCK HAH➢CAI PTIDML 9 siRE6 6CO FMANPO NRDOA APPNPADIEOCUT AOUDOOOC DOORS WITH N+ DooLvxRrH rn O NT N/ T C5 UGR/OYI6�pC M 9 9 E® tAH60C/AYIDI (AlIb2E T 9 —� 'THRISHOLDHEBNT L"OLO mJI­ (ISO!SHEET I POtPOSINE LOtlt N/ a DP UNTATION61 1A3/3.A3 OPTIONAL TDP AN➢ UPTIGlNAL HANDLE NE OUT70N HANDLE 3,e/ 33/3v9,s V I41 3.22/ v a sB ATT 2m & 23/ 3, 33l 313/ 353 6ri BHCefeL LOCK AHCHOWNa Derate FIXED PANEL J® I, B/ 1, 3/ 1. 1/ 1.5 —FRAME YIpTN I 1. 2/ L 3/ 1.1/ 1. 9 OPERABLE PANEL —�I PJAM9 2 SCREEN n g DOOR 2f L' 11CCESSED0 POLL HANANLLE @I T M7� DPTIOMOL 6 OLO �A 6ADS OPTIONAL HA rG a H/ 1 B NI ej ED 'um No. 82608 * IT .STATE OF JAN29 JAMB 0 SOr—nSO FIXED PAIkL SANE ➢IDTH -------- 1 F ADUCFYLY@'!D L�IPRM9IA WE)•W ar SANE ➢IDTH -------- 1 F ADUCFYLY@'!D L�IPRM9IA WE)•W ar I -— I. . 6 tIRID 6JEMM=i REVERSIBLE ATMNWW lwrn= 4 IMu slue 6#Ec PAWL GILT AT RY NO SdiDl q q 2M Erne rY1 UL[�T PDED PANE. sCK DJ) LE 1 JAMB TYPE I.S. 1.4. 1,5 Q w,auu JAMB TYPE 1.2 %MAKE 1/4' SM1H C, D OUT6102 SILL BILL JAMB FRAMING ANCHORAGE DETAILS SUBSTRATE 3000 PSI CONCRETE CONCRTE BLGCK 1/B' TEEL DR ALUMINUM WOOD (ISSG>, OBSU XA%IMUM I/4' SHIN B ANCMDPS A SEE LAYOUT DaN 1. 31 I, 41 I. B OUTSIDE TYPICAL PERIMETER SEALANT VULKEM 116 POLYURETHANE I W� aq OUTSIDE * No. 62609 I STATE OP aNCHURS A, B, C OR D " 8 ANCHORS TOTAL SEE LAYOUT JAN29 S 8 S GO NOTE, FOR B 6 3 TRACKS, ANCHORS CAN BE PLACED IN ANY SECTION OF THE TRACK AS LONG AS THE EDGE DISTANCE IS MAINTAINED 8 B 8 h FOR 4 6 S TRACKS, ANCHORS TO BE PLACED DISTRIBUTED AMONG INNER MOST AND NI DBLE TRACKS, IF EDGE DISTANCE IS BELOW THAN REQUIRED, AVOID ANCHORAGE AT THE OUTERMOST TRACK, CSEE ILLUSTRATION). OUTSIDE OUTSIDE OUTSIDE B OUTSIDE ANrHO 4rHPnu1B wammlm �riCT��l,F a�� 113 NUg rr.TGTLM4M Ia71/LIfI_Ti''TtP.6STL^J•t[�1LlZElCI��Z'•:T1[•TJ:C•F:T�Ti Dom,. I �IILQi/i & I IN3TI mI l96'Q:A•MrG�F'.L ii)•E7� 01�XW--'� NOTES, I- MINIMUM EMBEDMENT ARB BEYOND WALL DRESSING, 2• METAL STRUCTURES ARB TO BE ASTM ASG STEEL OR C093•TG ALUMINUM (MIN, I/S'THIOP e- ANCHOR TYPE 0 MUST HAVE A MINIMUM 3 THREADS EMBEDMENT PASS SUBSTRATE 4• CONCRETE MA90NRY UNITS SHALL CONFORM TO ASTM 690 VATH MINIMUM 2000 PSI B• ANCHORS A. B AND C, YIELO STRENGTH Py-100 KSI, ULTIMATE STRENGTH Puw 129 0 G. ANCHORS D, YIELD STRI.'NGDI Py-92 01, ULTIMATE STRENGTH Pu-120 K91 HEADER FRAMING ANCHORAGE DETAILS E NOTE 2, SHEET 2 I MDR PANEL DOOR PANEL 7 ➢GOR PANEL PDCKCT 1 1 1 __J 1 11- — IL HEADER POCKET YA CWSIER ANCHORTTYYPES & C OR D INTERLOCK MEETING STILES Sm➢ 6 to WS)R[I 91YDWrM(cxA PNI M19 K CLUSTER OF 3 ANCHORS 4 —IRS 18' W eYR IRY. I6' DO WEEINL IB' W WEE AT POCKET JAMS { - - - - - CI 1 L C TYPICAL ONE ANCIDAS `TYPICAL CLUSTER OF 4 ANCHORS SPACED AT 4' FROM ENDS SPACED AT 4'GC AT CAEN INTERLOCK AND.KEETING STILES [-'�— 'i- 40' W �'W �'--� I ATUPOCKET JAMANCHORS. WA (A' lR WDC AW 47 W IB'R SPACEDLAt4 FROM ENDS L TYPICAL CLUSTER OF L•TYPICAL CLUSTER OF 6 ANCHORS R ANCHORS SPACED AT SPACED AT 4.00 AT EACH 4'GC AND 4- FROM ENDS INTERLOCK AND RESTING STILES G 111 @4x-I ` �4� N� 6ECT1I NGOF THESTRACRKAS MORS. THE BE PLACED IN ANY S'W IS 2TRACK SYSTEMB AQKV ANOPC A ORD 2 TRACK SYSTEMS ANCHORS TYPE C 37RACK5YSTD9 ANCHORSTYPC A. CORD W HOGAR41l TPAOS) ANCHOR 9CI4ED Le E III g a� �K e EA180 0➢9 PEI CONCRETE I/S• STEEL OR ALUMINUM No. 62609 nD SG>=,De5) y * O ONoTBop Sidi n cnx «m [[IIC "WE IISTNICC sB/ONA ANCHORS A, C OR D JAN2 9 CLUSTER OF 4 OR 6 ANCHORS SEE LAYOUT 2 2 A•�7 !Y 0 S C9 z a G1o ANCHORSRS SEE LAYOUT if FORINSTALIATK)NWITh IX4 BXWOWVJCK yl MmDaua3roumnvWm BY 9IIIL,9 R9lo BCT,07PpDY G4RNGu➢uw DeaRmroTRANYW WPT¢CU lam. AM➢Uµ[�fRRVUDB s{ dkiftI4HumPwn, 1[C-pbad" ow w iI UJ ~ EM M 3 ®�� 112' IN. Pi O G. 95 3 4' fu7-'��=T�T:)rRl7 �MA'L'T7�,7'- 0 � MAINTAINED - - -__-- -- FAR 4 U 5 TRACKS, ANCHORS TO BE PLACED DISTRIBUTED MOTC51 AMONG INNER HOST AND MIDDLE TRACKS, IF EDGE Di STANCE 1¢ I- MINIMUM EMBEDMENT ARE 9EYOND WALL DRESSING. BELOW THAN REQUIRED, AVOID ANCHURAGE AT THE GUTER(AST 2- METAL STRUCTURES ARE TO of A5TM ASS STEEL OR GOGS-TG ALUMINUM (MIN, I91THICFL TRACK. (SEE ILLUSTRATI➢). S• ANCHORTYPC D MUST HAVE A MINIMUMS THRCAD9 CMDEDMCNT PA99SU09TRATE 4. ANCHORS A AND C) YIELD STRENGTH Fy- 100 K91, ULTIMATE STRENGTH Fu- 125 KSI 4 TRACK DW/PLE 5 TRACK EWdffLE 5-ANCHOR5 D. MELD STRENGTH Fy-92 KSI, ULTIMATE STRENGTH Fu-120 KSI SILL FRAMING ANCHORAGE DETAILS FF W = SEE NOTE 2, SHEET 2 DOUR PANELDOOR PANEL —• +--- DOOR PANEL POCKET I INTERLOCK TO K ke1064 . I 9w Pi1RTr 6 I THIS N VA. MEETING STILES / OF POCKET yam/ RCLUSTER TYPE A i SILL M m8'k— MI N OR S!"W _ ---MX /g Is eYk �CLUSTER OF 3 ANCHORS AT AT POCKET JAMB 2TRAM oa aovvvd M5TM —_— -- I AWAORTYPEA TYPICAL UK AW NS " TYPICAL CLUSTER OF 4 ANCHORS SPACED AT 4' FROM ENDS SPACED AT 4'OC AT EACH INTERLOCK AND MEETING STILES --ILz a' meek mx 4r west I " 4e. OR TYPICAL CLUSTER OF I' TYPICAL CLUSTER OF 6 ANCHORS @ 00 AND ?PACED AT INTERLOCK ANDCMEETIINGMSTILES 4'AC ANCHORS 4 ACED ENDS L ns Icy Rµ�,z 4pp J —NI NIX 4¢ Ar OH}tt'I m x'k W4sR — — NOTEi FOR 2 H, 3 1 SECTION OF THE TF NAINTAINEH fINi 4 L 9 TRA pFION➢ INNER MOST eELOy THAN REOUIF TRALK CSEE ILI.UE 4 TMCK ENANPLE 7 TRACK [KPM+LE ANGHOR9CHW I! O C SUB5TRATE I DD T L,DT IFW I I S/ 300D PSI WNCRETC I x I MTN MUM EMBIDMENTARE DL19ND WALL OR3E391NG. 2• ANCHORS A, YIELD STRENGTH Fy-100 K91, ULTIMATE STRENGTH flu- I2H K91 r 4i dSTR/CKSYsTCM9 —�--� _ J ANCHORTYRA =INSTALATION WITH IN 4 2.S YATDO DUCK YNWbMroee P9W=DY011 WSAKD TODLPP➢PMY EA•Hlrtamalm xWRmroTwEerHENpO9mTDAW. CLUHORS STER OF 4 ANCHORS SEE LAYOUT —32, 322, 323 ALL ANCHORS INSTALLED WITH SHEAR CLIP 012 DY IA S 22, 221 No. 62009 .i1 STATE OF J0 q9 22, 131, I33 2 4, 142, 143 15, ISA 153 ANCHORS A SHEAR CLIP q1H 101 BEWIREB gEES ^EST 6 ANCHORS FOR INSTALLATION WITH DEBT SUHSTRATO G000 PSI CONCRETE ALL ANCHORS INSTALLED WITH SHEAR CLIP 010 13, 13A 133 3 6 3, 42, 3.43 ,,,,, _. I5, 1152, 153 ANCHORS A CLUSTER OF 6 ANCHORS SEE LAYOUT 'ATE, 3000 PSI CONCRETE ©POCAETIAME 8 1.a99 Td 59WFOCFCc 3 0.079 © a 4 TRACK 0 J" 3 TRACK 1 I. a96 a 0 If (gg71oNAL.IAM9 9RAP COVER FRAME COWONENT5 ®13/I6' BILL- 2 TRACK d 3 N N dd a 81) ®2- 9R4. 2 TRACK ®3 1/031LL- 2 TRACK d yT6ANBB � No. 62808 aam �,� et�moR OI3/10' BILL • 3 TRACK b a g tl nem ® V BILL - 3 TRACK ® 3 1141 SILL - 3 TRACK I11' SS SiAND SCREW T e• FRDN CN0 AND &•DC al 11 3. 9, 39-T 6.70 BAN 2 y 2018 'axe xLE (SDI INI6.51LL•4TRACK ®2, BILL ADAPTOR ett romME WIDauAc NIIT. ®u 91/4"SILLADAFTOR uMUTTl9 axenenl 49 E•Le• - agYlf' � C1 tl a d la BILL BMEARLIIP O°B0 9.ew OI9/IL'S1LL-STRACK n-7 e 99a e. w9 TT-Tl-i d J EA MEAOIR- 2 TRACK Q MPADER- 4 TRACK p ael¢ K� 11 ), mo LP ti d d p a © MADER- 9 TRACK ® TIMM- 5 TRACK mNv N ®A 2'3ILL-4 TRACK @31/4'51LL-4 TRACK d q G NA 01/20) 1343° ®2'BILL -4 TRACK ®31/4'BILL •4 TRACK eyl¢i ... PANEL a Im COMPONENTS GLAZING CONFIGURATIONS o..........OE F/ I,aIA aDaa �AOBNfF, - i R p alGO 9, R a°w NI/M2 GLAZING C N0. 52009 tl d a tl d tlH IS '1 5 A OR Al aHD aaw am N1/M2 '$ BTATEOP O pBN N O� .tin QT, C!ry p1 ®1121GIADNG ®12/1 G'GIA2NG ZING �IF F,ad` pppp� Chmm OHANNII R AS DNA 80 G 2 ODOR167 T ®WI I I79 EOTTOH TOP a/'X c;S 208 n QA ATL4a INiCP1oCK 8900 tl �' WPATHCR STRIPPING CNEOPRENE DUROGIVERE85)MLOCA EO ry ©ATLAS ODOR END RAM1 a.! 9 AT 4• FROH ENDS AND AT 0 1 ATTACHMENTATOMVENTIC/,�RNLS WITH CENTER OF EACH PANEL e tl La,e 0 OWCATMR SMI'PING N10 X 1 1/2' SS STFH SCRENS T LOCATED I' FROH THE ENDS AND 24. OC I. IA nN) HI/He NI/H2 ® a a me a WI 1298 — -- w N/PAlN1R9TRIIRNO a 1B0 a. no O © AM NARFgW GLAZING Q INRNOCR9TIIG [� ,•�G BULB VINYL B A OQ AI G AZINOR G ATLAS as Cl 4 B yy fM INaIAtTAGRL To p I'� DpaA O RAIL 6• FRON q (' II N 10 RA ,DIM" ANO 0• tl S lwa 1.ON z � A ©I'X I•BU9T PLUG WW NIB d m Q Ny� de Ra ISPAQEt 1NN1WMN DESICCANT IODS1NT�ETTING OWN AID Q GLATINO NIAPRR ® END PAL 0 RLCMMAT LCNGN+RI.2 I/I6 YARICe 0 1� lee a9' TYPE A GLASS, LARGE M1591LE IMPACT •A 4 All GLAZING B/1 G' IAMWATCD H9 CONNGURED, I PRESSURE, +65 P9P, -75 P9P a. Opp dd wORUM. 64'Ne I I MUMUM IXO,469/8'X 941/IG' jIX %P4faµteqRWuLAYEIbRO.ODO SOP INTMLAYCR BYWRARAY H9 II I M1 J H2 'A' GLAZING 'Gi 11 C NTERwI1R11/4•I II EWi I I PRE99URG+90 FEIN-90 POP H N MAXIMUM 01.0I 42 9/8' X I I 19116' I I a cm= TYPC AI GIA95, LARGE ML951LE IMPACT IS•IyM pppppplllIII REINFORCEMENT •' g IENGHT•NI.21II 6 S/4' INSULATED GLL99CONNOUREOi Aarylw.N-090.1z 99 oOBRORIIDE.W16'FT N'Ni My •9- 1. IO NR9PACLY 1/4' TYPE A GLASS TYPk AI GIA99 B ATLAS BOOR Tar/ 2NB U E, 1/9' HD NA 0 COTT0A1 RUL INTHOAYM 0.0901 SOP INIERIAYER BY RLRARAY A INTERIORIRG IRYH9 tl 9EI7INOBLOMSPERPMU. 01/28/18 NEOPPLNE, WROMERRB9 AT 4'FAOM CN09ANO PT GPNECR OT EngI fANO. 1 B-052 arm 9 OP I I PANEL HARDWARE M' l,c I'l ® P POINT RPER AD UGAmarim STILE PLATE `L D Eg64, 4 ®P POP)T DUDIOCK 1 VAK PER NSEM A ETILK <W VAHO 1 HARDWARE PznbA (10-0 59) LOCH PER LOCH MEETING STILE NARTVBE4 BLYiII[U AKSDIOY PAOYAE IU'1 NES➢UB PART HE470.0/ NO. 826U9 PART 6YY16-YI 010ATTACHED AT JAMB W ASTRAOX RAIL * 'k ATTACHED f0 M DW1 VIM IE 16X 1//' S9 RAT 10'.AO SGRYL WINO POIN VI Y10•IOX I-1/E'PHMS. 10. 137 10. 120 AOF im 10 0 0 CSa 0 O m O o I s/D AL C�0 Oo�C7o0 5.662 �_ I 7 JAN $ 8 fn E 1. 969 ­1 75 —3. 937- DOOR HARDWARE TYPICAL 06 /-H5 r��� 11- �.1) D , �) 3 P9 9 O tl ® BUMPER B 0 X X X H7" ly LLH H7 H1/H H7/HD H3 Ha 114 H4 H4 H4 HA 144 5 H6 HS- ACTIVE DOOR STILE BUMPER LOCKINEACH LCICHLE ITN (TILE SECURED TO THE TOP AND BOTTOM OF THE VERTICAL 16PER EACHiFIREDOPANELLSECLURED ONLY TO THE TOP HEADER WITH (I) 08 INS, ®e PEERGFIXED � PAEL ASSEMBLY MBLY ®[T PER PANEL OPEZAILWHEEL DOO HAOAE SUPPLIER ANES&AY HARDVARE OUPPLIER, ACRRURY PAT 41966.7000-10 PART 31966-7501-14 AUUST60LE 1 II/16. OIA CIER NYLON FILLED AD.USTALC 1 I)/16' OIANCIER NYLON ROLUR ASSEMBLY VIM ALUMINUM HOUSING ATTACHED TO ASSEMBLY VIM MMORM HORMINO ATTAEED TO THE BOTTOM RAIL WINO ONE 114-Xl SS ADO ME BOTIOI RAIL USING ONE 1/4'Xl 83 NO. S° PECUMS DPULLNANDLC ADAMR AITC 4401 I I— E .J-1 (1)DBXI/P SNS MCUAINO-/ 4.03 CLIP TO HEADER 1F71 3.18 ®flX[D P.WE.HOLDCUP RE 6OGB•TG 116•THICKAWMINUM MOPOCSVIDw ld Or_ OD AN'GIE Y ; lb�.M IIYIYMW x .25 uaX 16-o1O�.l�6` 3. 69 4.34 .55 ® BRIME DUD LOCK(03) tl I IO=In UDCKM TINNED STILE ®BINOLEDPAD LDCKBTRI)EPUTO(B9) NA PAT 037.94 l KAIC PER LOCX ATTAE6.9 ED THE now VIM HARDWARE EPPLITA�A6BWT 01/26/Ib (9) 04X 1/4' SS FLAT READ SCRLl12. PART O37-B/ 4 ATTACHED 70 M COIF WITH (B) 110-16- SS PH INS 1gf)90