Loading...
HomeMy WebLinkAboutSET UP-INSTALLATIONTABLE T ALLOWABLE SPAN SCHEDULE FOR USE WITHIN THE HVHZ HW6 H Q I POsTrAB vosrtrvE WwO HYDE DESIGN WWDLMO WRH l' WITH], ICENTFRNATE� NFDATIVE _ UNwAIE 'c WWD LOAD 1.IMF)� ORo MOUNING a+® L CU, CONORRWS" 99; _ _ IfiB• 1M•_ _+�• 30L—r r 117' ISO, 1W _ 93-0 UX�_ 4DD I --,ter _ 14s• _ _ _Aw _ iW 141' 158. _ 6AB _.I. . 2B• i f 1W iiv 3r p• e50 _ 1TP t'9' .._ 11r )sL 1+)• TT3_ 1J3• 113' IlP _B30 _WO—_ C 11Y _ tID_ - __125_ I2P _— BAD ) 11P-_ .. __, 11]- 10.0 LOP 116• 11S tD60 10Y 11Y 1t00 7 _ 1W 10' —� - 110' ---I TaD IDR- - _. lw• -iow 12 +W- 10.6' low 1250D0 _ 1D3• 000 - lov +3B0 I DBE 146.0 or _ 155.0 _ W lookB3' 1704 1)60 __ IV 71 m6_0 _ _ _ - IT 1P90 W' .8 ACCORDION SHUTTI FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE Z MINIMUM SEPARATION FIRE OLASB FOB USE WIT IN THE7iVHi' NW WIL BFPARATIpI .NTWE FRpA OlA9B OEBXi11 SIIUITER y)IT.TM]NB WBTAWiNXIB PRIMP) IMF) BPNi od.ve 90'IBOVE' GRADE GRADE (W) Iw) 2R3 IW or 31• W .,_UW _..: _or or AV._. 9• IV IV W' iY le b M 30' Tr 3Y B.T 2C 1u• e.r - A]• _120' � T6-_. No 0.r AO• do IVT N; W' AO' lY W 13r1.1. B.)' 16' t0 10 lr dl _I(( _10' _ 120 r 6] i IV IV 1r w __eo w' -30•� ITT BY 11,IVI 3V 9d• IV Ae• 110 — I_ Py _� 90 I 20' llfl 39 33' W 11f 13 120 _ & AO _...... .t r ._....... 1I W ]1• 91 •• FOR BUIUIOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABU: C ON SHEET 6113 TABU 1 AND 2 NOTESI 1. HVHZ: DEHNED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FWRIDA. 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN SCHEDULE' ABOVE ARE MAXIMUM ALIOWABIE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. ME 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE Of THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABlf DESIGN PRESSURES AS NOTED IN TABLE I ARE IN THE DIRECOON TOWARDS THE HOST 5TRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUMM. 9. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 15 NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. •• FOR BUTWOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 SCANNED BY St. Lucie County TA13LE 4 ALLOWABLE BPAN SCHEDULE - -O ASITM EIeENT1AL FACILR1E90NLY =A MWWWBFPMIITR•M i Posrtwe FROM GLAss DESIGN PHE961MiE IMF) SHUTTER 9PN1 INSTAUATXRL9 WBTAlIATIONS iJ ABOVE 9 ASONE GRADE GRADE Iw(m).) Iw.l _ W 3.r I.,- W _ BP _ +A' ___9.Y _ 3.1' LF 1'p iW _ or IV BO• _ Ar _•l.r__ 40 I2d Ar 2.r or - 10B' 1Y IV do 121' 31' Td'. 13Y 6.D' SP 1W' fi.B' O.r IN IN, W 11• IV d' 1W TY W ITQ' M- Ar IT Y1B' O.B' 6P YP' Al- 1v` >0 12C J1• 9:V_ W Ar Ir- II --u• -. xis __.+s- _ _ W A1• Tr YO IhP A]' 3 131• 6d' Ab'r 3r _a• &• PT 31_ _ IV Id' 110 11' 11P --33•—�— AY BP Ar I.V IIO W 69 AT 3.1•__ I.V 2. ___ T.B.-..—_. W' Ar D 3. ND"SEPARATION FROM GIASS IB REQUIRED FOR INSTAIATIONS IN WIND ZONES I'THROUGH 4 0=109 OF THE, HVHZ AND OUTSIDE OF E5SENTIAL FACILITIES. S. THE 6.BSYSTEMMAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPIP: IT BTA]E OF ^`. I GENERALNOTES: 1. _. PA 3. 4. 5. 6. 7. e. 9. 10 11 12 13 14 IS 16. 17. 16. 19. 20. 21. 22 23. TOWN & COUNTRY INDUSTRIES FORT IAUDERQAIE FL MISSILE LEVEL 0 - ASTM E186�, E1996 & E330 TAB 201 2D2 & 203 FLORIDA PRODUCE APPROVAL NUMBER ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K.S.I. ALL BOLTS AND WASHERS (EXCLUW NG INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4.0 OR 3/16"0 SD52 ALUM. ALLOY. ALLSHUTTERS SMALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR THE * ..' Na PE00465J8 C)T�.,. S.TATE OE I ti M --� - - —TOP TRACK 'y PLAN ppp as VIEW I4 R6 N.T.S. BOTTOM TRACK a El OUT WALL HEAVY 2—LEG WALL LITE 2—LEG WALL E- HALF SIZE O SCALE HALF SIZE O SCALE: HALF 512E SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL OKI A 2h5'• 9UU_ LObS_ .b)5' 2.195' 1.2]U' Ul�yd} YU• P ry '9 621' LIUf - it 05, 069' 23UU' 4 . I `)tiY' � N h SILL _ Q SILL ADAPTER'. EXTENDED EXTENDED SILL ADAPTOR` C SLnLE. HALF SIZE y EXTENDED SILL GALE: HALF SIZE — SCALE n F SIZE SCALE. HALF S12F 314" —. mr✓ l ZStl ZU.1.. .UEU 15Ug- Ely' /Y ,S� TYP_,fi.g. SLAT1©LADE_ � 77 6.8 STARTER C SIALE'MALF ]2f SCALE.HALF SRE ID!' (15� 6.8 STACKLONECTOR SLAT RLAPE SLALE. HALF SIZE - lI)CEILING I'IEADER/SILLL sCALC: HALF SIZE __._t/U `9 I.IU5' TYY n l r: n 9.51U' Ig RADIUS CEILING HEADER/SILL SCALE. HALF SIZE C OLITE HEADER/SILL SCALE: HALF 512E EXTRUSIONS .621• UX018: Jbl' SILL 12 MID E,HALF IZE P. HAIR RILE CALF: HALF SIZE qqAq- T}�1.5 b•��slb o �Im $aaa_da:' ` 4YFRE 1060' Ob01z I 'd / 621- ! Igp WALL SILL .UbU' SCALE: HALF SIZE � fi TIM]IIYMMLfNNWII I 15-2338 reu¢dmncom :LIP 93 i2f ^ -- .'V NYLON W45MkH 911,... NLLIM" ¢IIVIII,I/ IH fLOIVD....M 'MIND • llN ilONhU l-3/4'1 410 HE S.S `-1NSE k TS SLIYE'm W/ Ill. IL ❑L1RhCUTE COAT1146 ENA- II YN TUP d HOT TOM) -... LUII HLIi HIND W/ W"HER 1116 V, 1/2" LIP IIJTENIDIY JOINT TOM 7/16 . 1" 1. 1117 ERICH JOINT HOITOM EII'He" CAIV IL USED ON 1NIEMOTE 2q BUSHING' ASSEMBLY DETAIL srwlr, r1A1 F c.Irr — .623- (_,,) 20U3 6.M CENTER MA \�.. SCALI HALF 512E 5.500- 13/16• WIDE Add A 4tion• OCI TA MIIDEI 20-2 IHNUSIMAL SYSTEMS ; 7�0Ox LOCK - I .LI—HALP Srlt 375N 2.01 R' 010-24 THUMB tSCREW�I �—I}II L Lu 2D RECESS SILL USE WITH SCALEI HALF 51ZL +FOR AND `4 GNLY 21 SLIDf. ROD SCALC, HALF SIZE rT.2tW 357• e76' b iu JIM R .137' 26 BOX CENTER IN_SPRT '.. SCALE• HALF SIZE. 236• 301 STAINLESS STEEL ASSEMBLY dZDm hDtE Rao NYLON NYLON WHEEL 1.10W ,240•' 1'YP Al' EVERY OTHER INSIDE JOINT AT TUN 022 ROLLER ASSEMBLY [ALE. HALF SIZE ftAIFICDARD SCALE. HALF SILf 32 FEMALE BOX CENTER SCALE HALF SIZE i� 41w• SEL $IAINLf: `:5 STEELHNUT HfgD 51 TLF VARIES O3g THUMB SCREW 'SCALE. Pou SIZE T5/1fJV 1 4-2Ua1 UfS 5 16-IES M�CIIME SSTIL T0. NLGSS INTERNAL J STILL IrdeAl, � SCREW INSERT CY/ j—jER9• pUWUFP r041E0. i112 G1f-G51 [gLC-FULL SIZP. C SCALE- SECTION A S6 T_LOCK ADAPTER (OI' flfIONAL) -CALL • HALF SIZE 2X7 Aa SCALE' NO PE0046599 .�' ^`�i-•� -YF SLATE OF .'. wa tlx _gip. M FSS,FLomor,.NG CEM 8 m IALLEg1` _ZLo w6 BLIB BRASS, NICKEL PLATED I ICDICASiPOWDEk COATED �¢ <Wi Y OPERATED OUTSIDE DR THUM p 8g i BRA C 3ry9y w BRASS PUSH LOCK s,�w N� B SCALE HALF SIZE LY N�W�y r � 1 � 2 y� w g .2 229' EP12 �l 34 .INSIDE CENTER MATE SC AL E: I IALF SIZEEND IPS SCREWSR. olm SI SHALL SMALL EID.HAND-IIIPSDRIVE OR FREEIHS SC WS,HAI.V-IILHILIQD DORY ONLYnn• C%� N ���Lr111_sn•� =Yi12S4'l FND SO'fHlP01' & 3" EXT SCALEr HALF SIZE 4 PIP S EXISTING GLASS a CHFUll IF) SHOWN `:I HE.UDI.EI 3 AN � AL (EXTERIOR) IYPICAI. PLAN VIEW SCALE3" = 1'-0' — EXISTING DIST. (INTERIOR) OF \ -A [ R MAX IAPWLL LEG 33/ V34 }Ya�}YNY /1 — dL REVEI SLUT [ 1111111 ASTENfR O 18 ' D[ IUSE ANY 13 t5 fr ANCIIUH SIIUWN IIJ ANCHOH fl 13 Y3 }9' 5N IS CHEOULE V MIN EDGE DISTANCE]] Toll I. NtY 1/T'GALVANIZED BOTTOM 1/T 20THUMBSCREW \ (EXTERIOR) OR 5 S MS. 3/16"N ALUM IIJTU CE NTE RMATE5 1/3 \ ` 9/L.-2VMi iHlIMBSCREW INTO POP RIVET. OR t/L-YD TD'2/3 SHUTTER SPAN `RECEIVING HOLE T IIREADLO HOLE LOCATED C MACHINE BOLT 6 NUT SHALL d1THIO 1/3 SPAN TO 2/3 SPAN FROM CN IN" O.0 MAX WIDTH UP Sol t OM OF SHU I' I EH FUk HLADE S' TO t" HfIGHY. 8'-3 OSF TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES B S ONE H 1/3 SPAN SCALD 3" 1' AND ONE AT 2/3 SPAW FNOM BO1 TW1 LOCKING DETAILS FOR ... .. .._ ..__ __. CENTER MATES SHOWN ON RANDOM DETAILS —__ EH Enu Sl RIP sa(uuH FON HAN. SPAN WHEN YfING40. loonNLVe eta lHD STRIP RCHEDDLE iFY�Q�i}S� • �.F�f� `` >•xTP t.i f�fLT, C L5� �� �If4p7t'75� ®IRI;:ifYSYI iF�ff' 104 05 .0w. N.N..m. 1NNI OWNIN ENuE AV JI— XXk W LE, kry4 61p1 K pkyNAE II INDAX}/.XCXORNN1ME 61µ Armlwx.ntome n nx WJ'rzx .NEW ox WSo WLT Ta ENo aiNIY. c TYPICAL INS ✓ If$ COR14ER CLOSURE C.� DETAILS WO/CORNER POSE GLASS FASTEN STARTER -STRIP ID'TRACK W/ AT CDPwa REWS IIIANO-IIGHTEN ONLY). ANY TRACK W/SCREW BOSSES. (INSIDE) 'ILL ACKI AT 1/3 E�Y�lBITQ SPAN FROM HUTiICR SHUTTER ASSEMBLY ^ .. T.u" a FAS 1 ENI,RS LAIN ANGLE . vn.. ON e . 2" + I/B" ALUM ANOLF IHREE illb0 ALUM PUP RIVETS UN I HNEE N I,- S.S. ALLUA, SEE:TABLE �A FOR SRE. CP CONNECTION T5 / � REFERENCE ARCHi SCHEDULE FOR.MI / SPACING--- , — It CI CONNECTION TY REFERENCE ARCH, 15 I SCHEDULE FOR MI _ SPACING ALTERNATE TMRU BOLT r 3/16 m ALUM PUP I/I� � Cl (ONNFCNON TYFE LyLF•4' `tl� flIVhT DN N125M5 I! __ Nkf ERIJLC ANCHOR (N 1N U.E, ITYP.1 I / $(HE aE FbR MAX, SPAC-MAY USE MALE OR LL FEMALE LOCK-SLATI ,� I BL t TA PRESSURE •• VSf__ N e2 �_ R 62 92 10I — 110 RI 1"I L N1] Id Itl' ON } \\ 8.L 1, 0 1 CCL1 ., I, II•]. , LU19. PIN ALUM ILu. �\\yA1,_1 /%f / T VEl' 01 Ia SIN .!L!hA A HE iLNk NL' A 60e]-le 4L11N, LI Ia I'llREf f/le'V A NIIIiI.E. I,P Ip uINFI. x Na sMS T F11-FIV 12 SHLI 1IACN .a RR> .r. ve.. �\`- AWM. ANBL[ ueE I'IALf wLl.. xH,1 OR T-FINALC TiPIL'AI_ (Y)RNCR CL(NSURE Dta`AII_5- -' Ivin EE INSIDE SILL MOUNT SECTION SCALE 3". V- 0" C 2' STRUCTURE `11111111111/j 1/4-201'1j. 4E W/NUT (el jj2'; U C�YNIi 0145Mr':(K! UC FEUW654, N:2 , I - ITYP.1'0-03 OTTOM %pO�'.. STATCOF i ' FO/O E �JJJ/1111 E6'� yy CIIMgJ � P!S/ANAL L1. �p O ,Z 5m1 a W LLI 9 K"p m. 32e LEE21 1 N F AN. MAX. FROM PIN GTE HINfi r _ / " O. S E{09 / J ��x3/4" ANL ANGLE TO TUBE NE BE iIOH 6063-T6 ALUM. TUBE L-15 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FUR MAX SPACING ALTERNATE IWILD OUT MOUNT SECTION SCALE . 3", P- U" ACCORDION SHUTTER PER PRODUCT APPROVAL - APPLICABLE AT TOP "l^ AND OR BOTTOM I Am 3- 41. Ii 1/2• MIN.y II2-OR I r J 2'x3'x'x 1: 1- I —2 IOUS OR2'X -T—' -1 rnDM enuN Anu v- uL:. FOR THBBAIAIJCE 2.1/2' MIN. EXISTING CONCRETE HOST STRUCNRE 12000 PSI MIN) EE TARLCIC FON MA% STAR AND PRESSURES 6 UI. AS5 (,.. _ Wa �t GLa55 ggyp•' — _w CI CONNECiIONIhYPI UR ULINR — — AGIdAa-. C YC TAOLCq _h r� ON UODR eiCtlt ❑mIS ww m REFERENCE AN OCR FOR NIN?ffF MIA. 2 OEwim Y�wN2 '�N�O SI ACINGl F00.�IYAI SCHEDULNET, u U `fFaRAIIM SIPARAIIIM KIN` IO I.YA5S V L -lu 1 INU ED, t W/ b N GLASS Y N1d x 1/2" SMS 12" O'C, L ULn NUII 12'. LLC. Uk LfL-Fw GI OFI 3116"(9 ALUM, PUP Kw L0 xl /3 SMSC 12 I.f E , Lv�a RIVETS fi"U.E ON1/4"N L1pV1 ppu 11 3/I6'w ALNlli P W IN IUp I IV[ISl OL E .�S AWM POP RIVETS (w 12' O.l.-- �\ 21 IIIIN%III UI L 1'1_ POP INVt 15 /� 1 1 U L CS -- — I I/4 MA%, YNOM PIN ASSEI1bLY L, _ 1/L' MAX FROM PIN C`1 AN �� \ ,GIIIUC i09l1SHTNG IJ-j1/21 Y 1/2 TYP UI 0-8T1i'RING / t/2" 112.1YP EXISTING CONCRETE t, gCpNNECTION TYPC URUU IR urrm RAN LEA_ BLOCK OR WOOD FRAMING �1II SEE TABLE 2 _r I EDGE N[FEHENCE ANCHOF u FMI MCI. 5 `.. / C3 CONNECTION TYPE pLT SCHEDULE FOR HAX. fop REFEDUCE FOR HORIN ACINGDIAGRAM AS SNPC. 1 H 10 GLAS3 Y EOLE EDUCE FOR MAXHA% 4 CONNECTIONNE-RE AN TYPE IN DIAGRAM ON PG. 101 0151. REFERENCE ANC,NOR (I EPACINU AS SHOWN SCHEDULE FDR MAX S CONIVELTION TYPO IN fIIn GRhM ON PG. IDI SPA('INU ALT FASIEHER °_I �) LOL t ANC NUIiL IT A xFU'U EXISTING CONCRETE. LOCATION. `ROIJI ANp TO ACINCj CE ON I D ^OR R REFERCIJLE ANCHOR - G C .. FRON SCHt UULE FUR MAX 1 _0 SPACING L I PASTEHER BLOCK OR WOOD FRAIII14 BALK ANCHORS NOT RED D (TpI� C�GDI HA(Ii RC NTIRL( AIVO wlm tfrv' O[Avoe Gl 4UNNCCTIUN TYP \ INSIDE MOUNT SECTION WMII TT I L.O[nTION D S(HEUULF FUH MA Z PIN GUER.. 10 SL ALE 3'= 1'- ---L—� BUSHING WASIIfR �\ IN IDE MOUNT SECTION C5 CONNECTION TYPE I )1, ,%j V IIypI I\/ REFERENCE ANCHOR f SCALE . 3 I'- 0 - - SCNE DOLE FOR MAX \ I E%ISTING [ONCRET SPACING L / NOTE FOR DLTAIL B. p, AI{D f ON TMS SHEET, HIP EMITED, / THL BASE TNAS. MAY SHE INSTAL EEO ITV SECTIONS WMva- GAPS O SETS THAT EACH.. ISlury MAs BUILD OUT MOUNT SECTION —' I TTP BpTTOh A MINI MIIM OF TWO G. T OF ANCHORS I NH I$ A CC, INIMUII OF iL LUNG THE ELLL OR CEILING TR �C��F.SCALE 3'= t'- O" U FD WIl'H THE BASF TRhCtt 19UST OE LOIJI OUS EXISTING /' BL[1CK UN EINAEO / (--CI C.OF 1/A-10 S S. 1CHEW d N Il'11L — ,I) i-Tc PLUM. AIVGLF AS]H U RE VERSFf.� AS UWN DASIIEDI� CD WALL MOUNT SECTION SCALL..1-. V� U e12 x 1/2" SMS 1" O.C, OR 9/16"N 4'Lll POP RIVETS OR Ili.'0 AT ON PO r' RIVET St. 12.0 J AND OS ASSEMBLY 60-1 ETTO BUSMI111LNG w' q CONNECTION WASHEH II'YFI EOGf 'REFERENCE ANT EXISTING CONOIEI e. TS SCHEDULE FOR BLOCK OR WOOD EXISTINU COHE!70EFERENCE CONNECTION TYPE SPACING AS Sry IN DIAGRAM ON FRAMIIJG BLOCK OR WOOD FRA< ANCHOR C4 CONWECTIUIV TYPE RI]I""-MS LtlSCHEDULE FOR Ma% SPACING. ALA FASTENER REFERENCE ANCHOR D,C. OR 3/16'0 A FfiO1J1 ANU SCMEOULC FOR FIA%. POP RIVETS [N 6"LDCA11016 O It ANCHORS NOT REO'D SPACING OR 1/L"0 ALUM , WITH THIS LOCATION RIVETS LN 12" R C7CF.ILINC / INSIDF. MOUNT SECTION SCALE S-• 1'- D" TORN W/ EXTRUSION //'2 W/ EXTRUSION /1 �I / C2 CONNECTION TYPE W/ EXTRUSION gg2 wrLnolnmxqurt�u>mAe 5 CONNECTION TYPE W/ EXTRUSION pI REFERENCE ANCHOR 152338 SCHEDULE FOR MAX SPACING fir. EXISTING ETA. [Aeu oualmeLB ULOCK ON WOOD FRAMING WOOD OWALL/BUILD OUT SECTION SCALE , 3' a 1'- 0" Ll I I I r. I I Y EXISTtw °-'fRUCI ttW, v u 4 Y ALL i-_z POINIL SOLID w-C u SET ANCHORS ylNV w WITH 1/8 MIN y, G LMBLDMCHI IN T. Et CONCRETE OR iuIt vi DSPAGOCMNG 3 INUTN J A 3 M114 E:ODE w7' T LEG DIRECTION 114-20 MACHINE ANGLES PER BEAM EIJOALUMINUM BOLT W/NUT ANGLES PE, "- SIZE PER SPAN IUBF LN 12 0 C OR 414 z 3/4" SCHEDULE EMS' 6" OX. SPAN TUBE PER DESIGN ACCESS HOLE I SCHEDULE wt Y OI IAPICE, µ L-• J L� Wilt) On Ut T MIII. - tty. EU. UFT (; p rod e$1U n8n�d IES ,0A M 1/4- VIAA. FROM PIN GUIDE II xE Tno [ 0 LN Ilv,l vc TD BLISIOUG WASHER Ir11.1 GLASS AtLLL[L�"EjY$(�/LnjLIXI _Z WOOD UR UDUR---u 4U 1;1.1.0 U vl'ro �1/4"O THAN BOLTS iH4 EWIIN. I, SEE BEAM ] - nmEAUCO PEKE IN 411014 3" MIN.. � - \SCHE.DULE FOR "T"uJll], ENI L HT; S T LOS E0, 0151. tEOURIEDN MBER LNB �� N14 SM LN 13E1'Y/FEN T.ACMITISFAN +I Py ON THACtt III 1" x t r "WCIDU 6 I"BE 111NNf IIRN 1/4"P AI.L .TICCG tIN15N 1,z .I--' POINTS SOLID EI IICHORS h0u.-Tu ALUM TbffC WITH MIII In15161 NIL T[JBE UOLU WnF11 yrI;D PAGING Ell HGRMfIVi IN GONCj,FTE OF F aCCE fI 1 IF MAX . ALLOWABL' ANChUA SPACIIJG 'LOCK 3" MIN G AIJU WALL MOUNT SECTION TIME DETAIL MAY MIN ED Iw CULiE IDISTANCE SCALE i - 1 Y" ALaU BE usEU EX6TUJD 11 TOP yI RUC, UR[ -O too tiIMLT�u1LLy. m] L �'( 14 J \II 1/4" NA%. fNUM VIN GUIE L•+ TnVU4nIrvG-�iA'sFe"n (YS ? SPAN 1LIBE PER DESIGN SCHEDULE 1/4 20 MACHINE BOLT '. bl W/ NUT 12" O,[ 1316U6y-TL ALVMINUN UH N1L/l," SMS.ro ANGLES PER BEAN ENO. C SIZE PER 51'AN IUNE 6CI L SIMIDULL Al1l .G —J LEG OIRECTILiN -ACCESS HOLE THREE) MAX DESIGN LOAD - z Y2 PSY UFFICAM ;FAN SCCI'ION SCALE . YT- U.. fN11Pf$ Slf WI[ J x- HNI NVIP SEE E%IS TINS WDUG HIM YIN ifPN1AIIIJO ! 1O lIH1 CLAY K � THOSE OR HAF'I'fN ti T3" 1/2" A LL 0LL24' MA%..O.0 —� 5-1/2'1-t/3' L O1 MATERIAL FINISH 5 � MATERIAL IS•'+/ ~^-�` 1/4' MAX FROM PIN GUIOE 1^ z 4" x I/tl" EU63-Tekf L �Ih� Y' 2 1U HUSHING WASHER ITYPA L4 TILE ITYPI ALUM. TUBE W/ THREET,.4-1I WUDD LAGi INISf1pNEHIAI. SCREWS WITH 2-3/4`3/4 PLYWUUB MINIMM IHEAOFD It —,,)) FENETn "T"IN WOOD. TN., L A`— I-� 1/A m AV51 MADE THIRD BOLT S, 1 U.0 OR 5/16'A AJ25 GRADE THIN BOLT (m 12" U.0 OALV OR 55 1/4"ry EI.CO ULT14ACON TO CONCHETC,LMU Sr. O,C W11-1/1. MIN. CMf, OR 111.'A LAG ECHE W LN I' O C W /1-T/B" MI'. END, IN WOOD 56=0.42. TO 0 55. IG CONVENE I'E; L 11 CA OH 1, MIKO SEF S[, GATE I'I /// 2" S' A 1/B" CHAT AL.GIN ANGLE AU6.1-T61 STRUCTURE 'E 11F.Sl kllliGHE , I IMPX. RESIGN LOAD , 72 P.S.f I I 1 I'ASS THRU DETAIL la IMAX RESIGN LOAD A 12 P.S.EI K 11 6PANIUIESCHEOYLE - AypINOBLETUBE NUAEEfl CF NUWEfl C" � A:C,.I SRER U� TUBE SHMER II 9PN1 TWW00.TS N1BlF .i 86E SPAR -N TOP BOTTOM _ TOP 'BDTTUM 7aP BOTTOM SDI) TUBE TUBE TUBE TUBE TORE TUBE TIBl�flf BO 2 1]]T R 2 2 YA6I1' 0125• _ YB tB117 aoe0' `2_ _� ]3] Be. &A 3 2 Y4B1 12B1 `` 167O' 2 2 ] 4• 1• — -' 13A 1' 2 ] —2i _2 ]_ T' T 0.136' perMlb 127 1me- 1096• 3 4 1U• 10— ,,X1Po.P 2 2 ] 0 T ]' 0.12b' 12 f56,T T• 10� 122 It0.4 1 3]6• 3 ] A 6 1M IS• YA1Cz Be, lee aao 2 3 ] 4 r 10• - OAW6''-12] Po Jl 1B'3Y 2D]�'••• �] �.•• e� 1P �10' . USED 6063-T6 ALUMINUM. / 2" • 5" x 1/8" 6063-TO ALUM. ANGEL W/ THREE 1/4"0 WOOD LAG 24" O.C. MAX.. WHERE AIJGLE EXTENDS BEY014D LAST THOSE MORE THAN 6". EXTEND ANGLE TO CI w 8 El OR ON [ "• GLASS OR m a h.frN X1M[�$F 3i,nCY?dtlw. T. SFVANAIICW 10 4YASS W AAeeI[['jqj���♦�77i�7�7��rr/I[[I,T,T{����^If. AfLLY11}YYt w I'w o w z'� e IIIII� IINiLf��uITLE" tt w. � Fw�'} m x N ' 'm h ••� 0. U m m.. SfPApAllq! 1U' GUs'S Y i N F.i iud r 0 0 "[ u-9 13 ��W.- w / I3 w¢i Cl CONNECTI ON TYPE REF[RENCf ANCMJq v�_, E JuH EpdfU CJIYi HE UH ' \ dtA N T, WO(IG ED rlw.A WU(I1� AI'![I'IOnS i\(Il ALL LY1 NUlE k OISI \ \ I✓' kF.i_fS 5111. UF.1"AIL! - SCALE 3' 1'- 0 r5TpN1-- �_L. PW GUIUf IU i�-1�u� BUSHING WASIICR It fY ) / \ lu TYr• Ho'I'TUM TYP_ SEC110Hu FOR SHUTTERS �>- !' I EXIS iIPIG % - // IXISTING MUST STRUCTURE STRUCTURE a WA l MOUNT SILL DETAILEX6TING FINISH SCALE 3'. V-W CC I'IATERIAL— N DECORATIVE FLOOR KL. C.K DETAIL i5lllflamIN 1"INTERV<LS SCALE 3"- I'- U" `�T,U FUHTy{UHY[ ISLE. MOUNTING MIN OF rwo TYP. ALIERNAIT SECTION FOR SHUTTERS RADIUS HEAppER MOUNTED PARTIAL EL[VATION SCALE: 3' - V-O' WASHER ITYEJ � bbobiA ti. W" U' CUT AT INTERVALS T/q,>� 'm CURVE (SEE NETAII. l` (a 1 'r NO I ll o = AXCHO0. LOAD (par) 9A• MIN COOT OIRANL! Soanv NTob'-D" CORN n a t. TYPE u c8 S, GE UP To tl'-B" CDNN cl a o 0. cs cfi Soan ON To 13'-0" CORN TYPE Ll c2 u I cs n ULTIM' rtW NWONOR SILO ULTMCON WrtHt3H' EMBED(3192p9 MIN CUNC) 1p•nitlTX1YM MILLFpST WITH I-3/"EMBED (32]5pNI MIN CONCRETE) _9B 62 72 110 i0o IB 62 72 16.0.' 160 160 US TS I6d 160 160"160 160" IBM 160 195 b0 160'160160160160 160'I10 I6.0" 12E sp: 60 .-//i 505 16:0_' L2. 95 55 // UP 95 16_0" 6- !60'l45 I60'125 85 160.- RullI]5 16.d' BS SO I6.0" I6S ]65 90 )5 IRS 111 p5 Ifi:O" I6p 16d 75 60 160 160 U6__65 10.5" BO 65 90 y/G IIO 60 _ ]0190"!00"110106"50 60 // /�/flL 1051601�0' ]( fi0 I6.0" 95 15 120'110' 90 13.d' 9Y '60 50 95 __ 80 75 f. 115145 100 BS Ifi.O" BO 60 80 90 >.0" . 6.5" 6,0" 40 1.0 65 6L' 6,(r ID 4.0 //. 9S_,9:0° SO 50 / 90_95" 55 95' ]U" fi0" 50" SOY j_s 6y5" �- I10 300 130 6 5 16016ofVYL I]0_ 5 5" 60 % 55 // 160'16.d'16016.0' B.0" M IL VS_-" BO fi S 70 9.5' 160'1801fi 10 O / 0' 45" %// 16.0•' 60 5 5_ 16d 65 :b 5` 160 5.! 9.5^ I60" 100 89 /. R534,0" _ /4'ELCO CRETE1lEX%4 W/3'EMBED (3358ptl nIN CDNq fl=-lmul1 2 73 _IIO 200 160 1fi0-160"15E 1fi0 10.0" Ifi.O'l60"IbO 16 U" 5.0" 90 5.0" L4.516:0" BO IA° 1BA°I60 11-P 5.0" 160160"160" 130 B.0" IfiM 12d IO.d' 16.0" 1U0' B.d' iD 100'I 60 5A" 0! B! 50 4.0" 60"I60 129"l­ 00' 5.0' D'1701Y36;d 90 8.0" 45 IOD- INTO" 1)5 !0_ 8.0" ].0 65 50 S.0 5.0" 4.0" BO'11.0" 65_9_6', __- 1SA" JINW UL "C N WCHI -3 EICO WIIM.1-3/9' EMBED( EMBED (3193p4 MIN [ONC7 BED (3193pR MIN CONIC) N 5^MIM lOOI p C3 [3 G C5 Cb [1 C3 C] C4 U I IS IS C6' C1 C3 C3 C9 IS C6 4B -62 'T2 III I6.0" t6d 160166' 14 0 I6:0" I60' N 0" T,5" S5 45 % // LS" 55 IS" %%// 16.0" I6d Ifi 0" B.5' ).5" 60 50 ��/ Io.&- Ifi0 I50 B 5 7.6 CEO. 160" 115•% J 5" f6A" S. SS%/// Y B [9.5" //// p!/// f��l 5 ).5° 16.0" 125" 95 I S 5.5" 10 %/ 4� 9.5" 15.0" Io5 90 _].0 d' 1/4'MILLENIUM MILITARY 40 16.0" I6.0" 13.0' 13.0" 6/0" 135 16.0" WITH 1-3A'EMBED (3D5pN-62 MIN CONCRETE) N'lamv. ]2 -_I l0 200 160 I60 305 I60" l60" 105"-45 80 )S 85 JO 9.6 160, 160"95115 6060 105 140 65 150' 115" 55 SS" �5 ///. 3G' 46 95' ].0 ).6" 6.5 j.0 B.0" 65° = 1/4'AL1.-POINTS SOLID -SET ANCHOR W/ING'EMBED & 1.1//•MI !O lDIR C! CC I C2 I C3 I C9 I C5 CO I C1 @ C3 U C5 [b CI 0 [3 .C4 C5 C6 114-20 SS MACHINE SCREW 48 I6.0" 16.0" 9.5" 9.5" 16.0" 10.0" 16.0" 1fi.0" 6.0" S.5" 1fi.0" ].0" 10.5" ILd'.3.5". 3.5"'6.5" 1.5° (3000pv MIN CONq •� 62 >S i10 200 160 16U 100 50 ]60' 160' l00' 10%//////, ]0 S5 35 fi5 55 30 160 lbll' fi0 BO ]0 45 I35 105 60 195 I10' 50/////� 45 35 90. 35 65 30 Iq5 13.0 60 50 55' ♦0" i0' 3.0- 1/4' AL4PoINT5 60DD-SEP 3" MIN EDGE D15TAMCE CI. C2 C3 U CS .Cfi E Cl 0 C4 CS C6 CI C2 0 C4 CS C6 ANCHOR W/]/B'EMBEDB 1pQO 65 MACHINE SCREW (3000p51 .IN[Oxq •ram.. -a 40 16.0" I6.0'• I6.0" 16.0" IfiyO" 16.0" 16.0" 16_p' 14.0" 13.0" 16.d' 16.0" I6,0" 16.0" B.5" ].5" 11.0" 1].O" 63 )2 110 300 Ifi0 Ifi0160'13013d Ifi0 TS Ifid Ifi 0' >.e• 1fi0 BO 1 150 >,p 3E" l60'1fid 16016d ]00 4.E• ]]0 85 I60 1601fip I05 65 I60 90 ].p" 100 65 50 • 90.} >S IS ]5 0 tL O'13d'105 )55 ♦5 US -8.0 8.E)0•' 125 BS 115 90 ],0 6,0 SA 9.0 95 45 35 f.1 55 IS .IS 60" b.$" l/4' POWERS 55 DROP -IN C1 0 C3 C] C4 CS Cfi Cl CI C3 U C5 .Cb CI C2 3 A 'C5 C6 W/1/4-205S EXACT AND v EMBED(3000ptl MIN CORE) ryy 4B 1A. 1C2 Ifi0 IBd 160 I60 160 100 95 360 130 120 I25" 6.0 55 5 9.0' 62 _R III -200 Ifi0 Ifi0 i LIPP 55 I6 d' 110" 11U" M% 130 95 55 110 .9IT. 50 IOtl 160' 65 li5 (]5 85 I510' 19p >0 I60 1?5 6.0" )5 60>0 // 65 / 100 105 6.6 y5 55 BOY/ 6b" // / 7.0" '507 1/4" POWERS 55 DROP -IN W(1/i4055 BDLT AND Cl I C2 I C] G CS I CS Cl C2' G u C5 Cfi [i C3 0 G'[5 [6 16._0" 16.0 Ifi_.0_" Ib.p" 1_b__.0"16.0' 14. ' 1].0 13.0' 6,5' S.5" B.0' p.5" 1' EMBED (]OOOpI MIN [OryC ) Ifi, _4B_ 62 _]2 I6.0" 160 Ib.U" I80'I Il.d' I05 @,0" 95 Ifi.O" I6.0'-i351]01]p'63 15.5" 16.0" 16:d' R0" >.0" 65 10.!" EO Il.d' 9;5 9,0" >! 80q_,M tl.0" 6!"/ U" 5,0" 9.0' ].5'" G_5" S.S' BIJ 3• 'HI Mm EDGEI DISTANCE tl35M6 W/TEYFWALL Cl C2[4.5- 3. C5 C6 CI C2 C) G C5 Cb 0 U [5 .Cfi (2a ININC w/9•ENBEO (2000pv 'IN CORE) (( 40 360 100 IJO 160 35 Ib0 100 B.0 75 160 9$ 4, l9 150 30 .N 95 90 65" fit 23 .110 160 160 135 1fi0 ]6075 13540 90 160 160 BO 105 95 60 160 ]IS BS IBO 15.0 >p 60 5A 3U 55 45 �/ 135 90 IS J.S 65 I.0 JOB BS ]0 99 ]5 55 3.5 3.0 35 55 35 50" lP. _>0 112SMS W/3J5'EYEWALL AT W/2.5• EMBED(200DPW MI CONC) 98 _62 ]2 I60 5E%%/ Ifi0 Ifi0 36' I60" ]5 I60 ]0 I60 55 Ifi'115 Y" 110' ]5 I60 3.3 14.0 JD I60 55 l60 ].0 65" 35 145" 35" 9I 1fi0 160 110190 160IDS L60'155 lfi0'135 I60160' 160 I60'LO B.5 §0 65 (60"11.0198 Is.'9.6110 f20"6.5 B5' 4.5 9.5' 40' J.5^ 6.0 )5" 6.0' .-110 Ibd 90 16.U60 LS"30 305" TS' 90 111 ll0 90 95 75" 1;5 i.6 10 30 55° 4.5" Oy0 -5.0. 9O 90 ITS" ].5" 3.5 154 JB 3.01 15" 45" 5000 5.0" 2 " S I7rP. ] a 5 fa OUTSIDE TL\\\1\1111 TOP FLA JGE gNfilON (SEE SPACING T( L� �I SECTION XI �'�,. "' - 1 IOENS Nil 0 O F -�I f O D O ] ]F :• NO pwB96549 . TaS ivP.l B(IT. FLAN E 1 v S (,O INSIDE 3 OR� HEADER Ll 1 ANCHOR [SEE SPACING "�T ST" F SECTION%, ,.9(L ED 51UE CLOSES] TO OPENINCv[LPs' �SORIOA / q/'u NGC NOTE "5" 1. 1CATES ANCHOR SCHEDULE SPACING. ////II4LI FIA", SPACING DIAIGRAM FOR C1 CONNECTION TYPE: - Cl CONN[CTiO TYPE USING PIECE fi) ON 61 / \'H COMBINATION COMBINATIONI / 10 COMBINATION O N, NOTE: "S" "Ill SPACING DIA ATES ANCHOR SCHEDULE SPACING. RAM FOR C3 & C4 CONNECTION TYPE: ' - C3 CONNEC (10 ANCHORS CNIA. - C4 CONNECTION OUTSIDE 4 TYPE USINU PIECE WITH OUTSIDE TYPE USING PIECE III OR ® WITH�v ONLY ■� mod'" qq R m AMCORS ry §g @@ ANCHOR NOTES, zmb g 1. SPANS AND LOADS SHOWN ONLY. ALLOWABLE; OUR LMITED TO TMOSES NERE ARE FOR DETERMINING ANCHOR SPACING SHUTTER SPANS FOR SPECIFIC LOADS MUST BE OWN IN TABLE I OR 3 AS APPLICABLE INS 1). r, t p 2. ENTER ANCHOR SCHf ANCHOR TYPE ANDEDGE EaUALTO NECATWEiQESIGN ULE BASED ON THE EXISTING SR2UCNRE MATENIAL, DISTANCE. SELECT, ELECT DESIGN LOAD GRPATE0.THAN OR ]B $ r. THAN OR EGUALTO 5"",SAM LOAD ON SHUTTER AND SEIECF SPAN GREATER 3. SEEMOUNTINGSE9 N DETAILS FOR IDENTIFICATION OFCONNECTIONTYPE. .Q 4, EXISTING STRUCTUREIMAY BE CONCRETE,. ASTM C-90 HOLLOW CONCRETE 5. ALL CONCRETE MCI9HIS ONLY.8. SHALL BE INSTALLED TO NON-CRAMED CONCRETE a �INS` THECONTRACfOR IS( RESPONSIBLE TO ENSURE THE ANCHORS ARE INSIA. e�AIN ACCORDANCE WIT MANUFAMRERS' RECOMMENDATIONS. EMBEDMENTaNOTED AND DO NOT INCLUDE STUCCO OR OTHER 7. WHERE E%(STING 57ft CTURE 15 WOOD FARMING, WOOD FRAMING CONDITIONS d Spy B. 9. BASE(ANCHOR MAY MINIMUM AN MEAD, VE E HEAR ODOR WATER wMll�xwore AND HEAD (SIDEWALK eoYy�T), HAALL TMUSS u.o.n. 15Q338 rj DESIGNATES ANC400.�CONDITIONS WHICH ARE NOTACCEPTABLE USES. lTA1e, • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAw olETalmpxl NUT OR WASHER WlN, iNUT. 10. MINIMUM CONCRETEI(��YY��ll����,,� ENGTHSAREASINDICATEDINANCHORSCHEDULE. 11. WHEN ANCHORING TIOHDLLOW CONCRETE SCREWS T'LHOLL BLOCK SD5 DRILLS SHOULD NOT BE USED TO NOR SHOULD BY BLOCK IMPACT DRILLS BE USED TO INSTALL J� h f O ANCHOR SCHEDULE: CONCRETE CONT. as la•nSn EDaemrtANce 3a70•MIn eDDeDmANce rGp LOAD Se6nElleTe CON N TE9E sQp,allpj96'B" CON VAE suers. ue-jp.lj'-0" seene4eS2§'.4= §eM15.uQTe$9'• sp.n�u Two 13'10. nF ANCNON Ippl 1 CON. wM, CONN T>9E CORM PE CONN lY9E E( CI C2 C3 G. C5 G CI C2 C3Y G ' CS Cb CI' C2 C3 C4 C5: G Cl Q C3.1G .CR C6 C1 '.Q [3 G CS- Cfi C1. C C3 CI 5/16' ERITAPCONLLWfEH 1-3/1" EMBED(3B99pM MIN 4EL. 62 16O"160160160"lfi0'460. 160"�160160 160'I60 160 160°1fi0150135160160160360 160'.16do t05 95. 155 US 130 ]2.0 90 65 BO 55 11.5 I3516.OIfi.D Ifi0160160"Ifi0160y 16'0"1fi0 16.0'I5014016.0"1601fi016.0"90 BO'12.0-13.0' .CS CONC) 23 11D 160'1601401130'1601601fi0180 O5"'IYS 90 BO 11313�I1p 95 55 95 )5 65' 100 05 160. Ifi016.0'Ii5130160"1601fi0116.0"9.0 f6 U'. 160 IbU IBOY 16.0"If0 95 B.0 150"150 130°13.011.5 135 13.5"'65 IOY"SS 60 50 ),5' fi0' _ 0 16.0"160 BS 120 105�9:0 55 15 5.5 BS 90 ].5 95 4Y IS' ]0 1fi0 16.Y' BS ]5110:5°f20 m.- imp 5.5' 4.5" 6.0' -B.S. 9: ].5" i5 'IO i3" _ 300 90" )5 IS 40 95 ]0 90 ).5 15 /0 4.5, )6 90 ]5 IS` i0' 9.5' ]0 9.0' J.5• IS 90� 9.5° ]5 9� ].5" 9.5" 4.0' i5" ?.P 9.0• ].5' IS 10• i.5"'ems Sp6' EICO LINAW. WrtN iB t60"1601601fi 0. 1601601601601fi0"155160. �60. 1fi0160"16.OT'10090 t201S0'Ifi_O lti O"16.0'16.0"16.0"160"1fi 0�'I6.0'16.0"I60'1fi.0"160"160'Ifi.O"110"9S"I3.5- 1-3(i•EMbE0135Wpn MIN 62 160^160 16D Ifi O'160 160 160 130 p0 16.0 I6M 110"13:0 )5 65 DY" ILS'16.0°16.0"16M t6.0"160'160' 160116A"130 130 16A" 16.0" I5.5•ILD' BA• _:D'. B.5• I2.5• CONC) R HI D- lSO l6O 16016.07160. IDi[`0•ISO II510.0 65 95 6�"10.0'IBO'16.0"160"I6.0•l60' i60' LBO 16.O. 11D 95 19.5•L6.O'IJ0"11.0•>0 60 >A"ll.d Q+ 110 ".41016D 16A' 160 95 BO 110 110" 11.5. 100 60^ 50 fi.0 IDO 95_ B.0 50• /� 5.0• B_S 16.0" 160" 10.5" 9O° 12.0"IISS 11.5]11.0` 6.5 5.5• fi5• IO.S IOS B.S -55 // 50' 9.P 300 9.5" tl 0 5.0• @/l� 5 0" tl 5' 9.5• B.0 5 0 %L. 5.0" B S• 9.5' B O S O i>z. S,P 8.5• 10.5. 6.5• SS• i%%/i 5.0'r w I0.51 B.5^ S.. W/, SA• -Tv 10.5• .- SS /G' n 5.0• VOW IH- 90WEe5 TWeR, W/ 1-1/1' MIn IODL OERANQ 3' MEN EDGE DIeTY10E 1-3)1' EMBE013PoOptl MIN CONCI [I i Q Q G CS U CI Q Q U CS- U CI C3 O. U CS Cb Ci C2 Q G. C5. [6. U Q O G C5 [6 . Cl r Q O G C$ C6 iB 16.0" Ifi.O' IO.Y ]0.0. 16.0" 10.5. 16.0° 16,0" 6.0' fi.0" Ifi.O° ].0" 11:M 11.0° •:.:. /%/�/,. 6.5" 5.0• 16.0' 16.0" 16.0' I6.0" I6.0" 16y0" Ib.01 I6_0' 11.0. 10.0" I6.D" 13.0" ]6.D• Ifi.O" 6.5 6.0• 10.D' 9.0° 63 160"16Y )0 )0 160 BD i)3'NS 45 //// LO" 90 55 ]5 )p / I60. 16.0' 136 I30"16.0`'r1! I825 160t 16.0'BO 70 I)S'100'1l5 ).0' 10100"1100"9.5 a%///✓j 50" LO //�i/" ISO"LSV 000 SS 960 95I B60"90 ////550"_60 50-<.0].5-65�///,/i//.0�1.0"iM'I5.0" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK ip' UW TAKON WON 1H' EMBED /1' EICD UIiLACOM WRH nl/i'FMBED I/4• MILLENIUM MILLFAST INCHOM W/IJ/1'EMBED n�-' /4' ALL-MHNTS 6OLlo-50 INCHON W/ )/B' EMBED& 14.20 55 MACHINE SCREW .H--3 /16-FV TA ON AL WrtM -J/4-EMBED 91- /Ib' EICO ULTMCON WRX -1/4' EMBED u� • Aggo fllilES.- SEE SHEET 10 FO0. ANCHOX NOTES. 11 BLOCK L11;4 a" MIN JUDGE mSrAHce CORN TYVE CONN TYPE on, _keIkI_ LI CONH TYPE ANCHOR IOAoFe >• InM1 CI C3 I C3 1 U C$ CI I C3 C3.I G CS 'Cl 1 C2 1,rA I[9. Ip` YOWERS TAPPER W/ 99_ISS I55 ES" fi5 155 105 10540 q.0'LIH'EMtlED53 120 IIO 10.5 q5' q0" q5 120 /%//90 ]5- SO" 1! /.105 / Y135MS W/3`EYEWpIL ARMOR INSERT W/YI/J` D tl qB_ 63 Ifi.O' i60 1q 5' 145" BA" 8D"NN B.5 I60" 4 1],0 95'0 0 0 50' 40 35"'80 129 )S 50 ).S° 4! ]0 %/////f 3P 4.5' 3.0" FMtlED . _2 -IIO py5_13.5 IO )0'l�<�%%40'g0 9.0' A.S.11. )5'5 �iil 30 "30" 3W. 35�30 // !///3.5' 0 4" HEN EDGE DmANte £w�kjq 1-9: ieanl i'2r9.9'S8� SPRU, 00 Tp 13'-o• r � LOAD H ANCHOR (Plll CONN TTPE Cl I CJ 1:C3 U C5 CORN TYPE CI. C2 I'A I U I CS DO." TYPE CI I C3'.'•.C3': C4 , "[5 5/Ifi:RW TAPCON IN. W/ 78 160 160 1601fi0 180 16.01. 1fi01fi0 1fi01fi0 160105 95 I55' 31p MIN. EMBED 63 I60 160 160 Ifi0 f60 160 I60 125 115 180 160 I80� BO )p 100' ]2 I60 160 160155 IBO Ifi O'Ifi0 105 95 155 145 125 65 55 'BO nd>.1a0,- I10 1fi 0"160 f00 90 1q0 145'1a. 65 55 75 120 lo.-V 55 45 50 R 200 I30 100 55 45 fi0 120 100�55 95 b0 130 100 53 TS 60 q 5/I6ELCO OLTMCON W/ 40 160 160 1357115 Ifi0 160 I60 00 ]5 160" 95 99 %// ///60 EE 21/9 MIR. EMBED 62 _'I80 1fi0 95 (ei Ifi0 IIO 125 55 S,,, >I 1601160 )5')0 140 D5 95 ///%//'4I O < I10 B S B S %U ///%5 0 5 5 ^ /%//// /% //. //// r/ / •!��' / mm y ip a• HIM rote WcrAXCe '. e125M5W/2•EYEWAu C1 Ci CS C9 CS CI C1 C3 U C5 C1 Ci 'C] U CS 4E 160 I60 105'105 1fi0 160'IBO BS 65' 160 135 135 40 35 >5 ARMOR INSERT W/3 EnBF0 I J2 160 fi0 160 Ifi0 JS fi5 JS SO 160 160 155 135 160 135 50 JO 45'I305 55 _75 90 70 e0-�30 65 Klm. /% 50' ' n u I10' 11,50 115 90 35 )0 JO' fi0 / %%�/'7j35 fi0 50 l // 30T 50 6�// ✓/ 30 6.0 50 /. /l30 60 50' �/� / 30 "AlCEry3 NO PCW46 7l 0 STATEpp h. b. 3: ..ANCHOR LOAD (pM) 1 314• MItl cote o3gTAncF V,i un •. keffESaI���� CON-lYpe Cl'C2 C3. 1IG` -CS CONN Cl QI TIP. C3. G 'i5 CONNT CI 0 T TIL\ll G]' G CS' MIN HRECD PENETRATION MIN TNRMD YENETMTON n=3filn1S✓ )/18'"INEBUSHING /WQH 1.13'MIN FMBFO61p30 SS MACHINE SCREW O149619 WEER AUECRE O0.1H dOWER5 TAVYERI ppRM 13 P.MXI TNRMD PEXFTM�ION II9D99NRHN 1p 6iI )) !REJR0 16'WAT 160 IS B.S.Si' 11.5^IR 160 16016V Sfi0 lfi 0^ TS SS iD 55 160^leb Ifi0 160fi. 160 155 45 35 5 '].5^ I5.0 9.5" 160 70 0 160' I60 1fi0 4. 95 150. T4, 125 30 3.0 )5' 110 200 6b 62 )0 160 115 1fi0'1fi0' N5'N5 ISS 160 '95 105 q5 35 9$ 65 S.S.50" qyB {0„ PS_180 00 135 60 145 110 p0 IIS 130130 Y.S.300'40 75 120 95 75" 30 ]5 3$ 35 25 20 50 d5 30 )5 60. OD 65 45 115 I15� >S £5 15 95 95 )5 A107.]6 A35 I5 25 35 2.0" 20 00 30 3.0 M, 50" 60" 45° ],0" 2:0" 110 a00 qB 63 )1 110 70. ]5-T0 160°160 I60 16.Y° I6f0' (F 16O Ifi O. 20 M, I30 95' BO" 35 015 k]0. 95^ �. 90 /� IB 0' 160y ]6'0' 40 ]5 160' I60 160 35 30"l_///f Sfi 0'! 16b^'60T 160" E'�0 BS 50 ,/ �. 00 60.16.0"135 SA I.F.i.5 / I60 I1.0" 35 160 ESP. 30 I60 ISS lour9.5 /, 50 40' S.W.130- ].5 ].0 6.0" Ifi.U' S.0" ,g55T 10.98 IIA' 9d"` ]A"". 3A'! �6',0° 9.0^ 'J.S"3.5-^ q.5" 200 9.0" J.5" 3.5" 2.5" i.i" 9.0^ b.5" 3.5• 2.5" J.5" 9.0" ).5" 1.5" 3.5" 6.5" n--umm�•. . ANCnOR_7�IE51 SEE SHEET 30 FOR ANCNOfl NOTES. 1 D.032' 0.126• 0.032'- 0.1961$-7 -� � I 03.230' (LLIGHT-N-VIEW WINDOW n N.T.S. SABIC PLASTICS SLR1931T-UL-R7HB rRECTANGULAR WINDOW ASSEMBLY EDGE OF ACCORDION j SHUTTER BIAUES HOLE (TO RECEIVE WINOOWASSEMBLY) i-1s•-i BLADE W/ RECT. WINDOW 13 N.T.S. EMERIOR EEEV ROUND WINDOW ASSEMBLY ROUND WINDOW i BLADE W/ ROUND WINDOW S9 N.T.S. EnEWORELEV {--2:210'- -I I61'.I- .093• .020' r ' 119' OIA. (E%T-) yTIIII-19S SECTION A -A is1 RECTANGULAR WINDOW ]� N.T.S. E%TEAIORELEV HA%IM OF PER EV RYC 2, ACCORDION _] LL: No PEUD 0 mi