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HomeMy WebLinkAboutSET UP-INSTALLATIONTABLE 1 ALLOWABLE SPAN SCHEDULE FOR USE WITNIffT NVN2 HVHZ FO3RIVE HVNL I'OS NyFQ WBN MTH 11Mp WITHAL NN)ATNE MS" N wRn LFNIENI a wINOLGN W. UNNAIE LOADIMF) yD & me, 0 N MO m Mo.B -muff S'. R]A_ 15]_ ISB• 1'A' 26.0 1N' _ 1 15Y 30A f1i ! ' IN' ILB 1W 1Y-_ I9• _ IIY ___ 1% _10A 5A i _ll3' III'__-_ -- 15B•_--_ ___SOA I IA• 1]r I%' ... _ WA 1R1' _ 1]P .. _. 14W 86.0 ---121' - 11Y 11r iV­ ___ 1R_0_•__ _ 1])'_ 11Y Hr 1R1- _ 1]]' w Ir1154 12V lIY NA II 11B 121 sA Y 1 vV 1W.0 _11YYf _ _1r1D_HS 105_ IOT by 11Y voa -j IN- llY 110- 1160 1 100 107'_.._ 1RDA IN _1W 1M f06 1R6A _ 10T� IDh-- I36,0 or Iwo lab Bz 0 BD 156 0Y BDA 61. 1F'_ _f)BO___-�y 1WA _ __ - 11'_ _ w• 205 T w• .8 ACCORDION SHUTTI FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE4 MINIMUM SEPA" FROM GLASS FORRLE WITRIN 11E7NNZ - bNWLYSEPARATION POSHNE FPpA DESXN PRESSURE SHUTTER SPAN,RADE NSTAUATI FMTAULAYIDNS IW) IN) 1Ba 1W I B.r 3W EP 1p 1.1' ____._-_ _.1._. .._... A'_.�_.1 S P IN, V 6r _._... S6' IIY a0' 1.1• N• 30' _ N 00 1Y IV N 3r 3Y ST ar RC Y 6.T 36• 30• TINT a0• rEJ 10'R.6 0.>' Y0 2Y T131-03. 3V Vx0IIV 3.0 r.__ �,e_.�__ B. 3A• 1Y w N er 3V la- 3r 1.r . 11• ]Y 3.6• Br _1 110' ST a3' 00' 3.0• •-u _Lr t03• dYJ--._•11�_._. --FOR BUIIDOUT MOUNT MAXIMUM SPANS MO PRESSURES, SEE TABLE C ON SHEET 6/13 TABLE 1 AND 1 NOTES. 1. HVHZ:DEHNEDASMIAMI•DADECOUEYANDBROWARD COUNTY FLORIDA. 1. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTERSPAN SCHEDULE' ABOVE ARE MAXIMUM ALIOWABLE DESIGN 3. 4. HURRICANE •• FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 SCANNED BY St. Lucie County TABLE4 ALLOWABLE SPAN SCHEDULE _ -0 ASTM ESSENTIAL FAmIlIES ONI-Y _ x POSRWB DESIGN PRESSURE IPSE) SNUTIER SPNI bINWIMBGLAMTlC11 A -ASS INSTALLATIONS INSLWATM]V9 WAMNE WANAd! DRADE GRADE (RA) IW.) m .IF _ _�3.1' lA• IMF 1' IMF _ 5V 3-B' AY 40 _ OY _ YI' IA- 10Y ��31-_- _IJP . IA• 3.1' Rr 134' se• xr w• s.a• 4r O ar I.I• _- 0Y 3.1' 2_ IN- 31• aY t51• 31• zr Y 6.Y aP 150• s.B• 6.Y BO W 3.1' 1A- PE- 3.1• _ IA' IOB• 33• 2.1• for 3.19 3.r Iw• 6Y 5Y 70 m• at• LP a• ar- __i6• _ _ 3.0 T ar 40• w W 3a• I.z u• ar - V Br ar x.r Iw Ar 3.6• 121' BY ar N• R.1' 1 11 10 31• 36' 110' 3Y aY 1M W N' at' �- 1C• BP 31• Y.O-_ 103' I al• 3A' Z. DESIGN PRESSURES END SCHEDULE' ABOVEAREN PRESSURES AT EACH Ed 3. NO$EPARATIONFROM.GI INSTALLATIONS IN WIND THE HVHZ AND OUTSIDE 4, THE 6.11 SYSTEM MAY OUTSIDE OF T"'0' NO pfOp4 >F ST4lf OF WITH INBACXDFTHE BETWEEN OUTWARD. 5. WITH THEERPDUTION SLAT FANSGHWO RSPAN515 NOT PERMITTED: FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHRILL BE Fl USED. �ILIII v GENERAL NOTES: 1. 2. 3. 4. 5. 6. 2. B. 9. 10. I1. 12. 13 14 Is I6. 17. 18. 19. 20. 21. 22 23. TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVEL D - ASTM E1BW, E1996 & E330 TA5 201 202 & 203 FLORIDA PRODUCE APPROVAL NUMBER ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM FV OF 2S CONSISTING OF THUMBSCREW, PUSH LOCK OR AND IN * :' Nu PEoaaesas TOP TRACK AN III lid I!Y Illi ! � E� LOCKING MECHANI! TYPICAL PLAN N.T.S. BOTTOM TRACK 15-2338 I zmss-. 1.825" aBn 1563" 6U0 I11I '510 10 " �-- 0f yI 105 L J TYC 621• I I 250" ✓✓ (D SILL ��SCAL€: HALF SIZE 195" ) OUT WALL O HEAVY 2—LEG WALL O LITE 2—LEG WALI E: HALF SIZt SCALE HALF SIZE SCALE: HALF 52E SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON 2.65 1Q25- 1 SILL ADAPTER // SCALE 14ALF \SIZE /3a aef \ - 5 05-S 0R - f35" .060 0' 2" L0Z51_ ob0" D17 5.8 STARTER SCALD HALF SIZE 5sN" 15 G.8 STACIC CONECTOR SLAT/BLADE SCALE. HALF SIZE Dg EXTENDED SILL [ALE HALF SIZE Iq CEILING HEADER/SILL SCALE'. HALF SIZE { `, I.105• !1YF 11 4.510• I 10 EXTENDED SILL ADAPTOR 100 SCALE, HALF SIZE 015 RADIUS CEIL114C HEADER/SILL SCALE: HALF SIZE M. HEAVY HEADER/SILL 8 LITE HEADER/SILL X. `YW N SCALE. HALF SIZE SCALE: HALF SIZE EXTRUSION r 655' yg E W (.51U' .460• 2.365• F1B "$ o U60'0©5. o 895' LL n m g x 621' �4,�_ 9Y '0`4.510• SILL ip MID SILL ADAPTOR CO 4LE: HALF SIZE SCALE, HALSIZEF ll 1.5 U• 510' o ✓ m $seed mill\ r .341' o.BBB•ro.11 �,:aal ,���: o6B' Ai 621" 0.096 ,I� 18b WALL Si 1 •.IBO' 080• SCALE: HALF SIZE i �§� E31 ,m \{�} ,c t \ r0 ! ? , � 0 O @§ A WE 2 � \ A e�w \\ ry Cy - � \� / �} n A \ // \H / 2 O �#\ )4 _ $( r f q /\ ©� ° ,©� Vftl �� [mm�`— @;���§® __ __g27/ . : . a_, » I . DR I8" ax EXISTING ANCHOR SHOWN SCHEDULE( At. OF TYPICAL PLAN VIEW SCALE- 3" = t'-0" EXISTING GLASS -' sal.> (INTERIOR) —M J, U.062" THICK,6U63-T6 1 A UM. ANGLE 1" x t' MIN. U 2" x S'" MAX, (ANGLE LEG AY BE REVERSED) AS T ENER 018"0.0 USf AIJv 9 ANCHOR SHDWN IN ANCHOR (2' 13 SCHEDULE, Y MIN. EDGE OI $T AI4C EL 4 —012 x 1/2- GALVANIZED GOT OR S.S EMS. 3/16"0 ALUM 1/4-20x11HUMHSCREW INTO POP RIVET, OR 1/4-20 THREADED RULE LUCA CEO [ MACHINE DOLT 5 NUT 1/3 SPAN TO 2/3 SPAN FROM LN le O.0 BLITZ OM OF SHUTTER FOR BLADES SB'-3" USE TWO THUMBSCREWS ON BLADES > 8'-3", ONE Lv 1/3 SPAN p ING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM NTER MATES OF BLADE, TYPICAL. FUR LOCKING WN ON RANDOM 5HUTTERs, A BRASS PUSH LOCK G3T DETAILS MAY BE SUBSTITUTED WHEN USE WITH CEIJTERMATE 029 AS SHOWN, RECEIVING HOLE FOR THUMB SCREW MAY BE 7/16" END STRIP SCHEDULE I (INSIDE) VD p SILL Tr C� L C�yY 11L. 1F 1 USE UI DNA Pu51 LO[K OH,, TH.L". SC HEY/INTO R III INSERT 1 Hfik AOfG IN T 3 TO AT 1/3 SPAN TO 0 SPAIJ FFOM tl(11 TUM pF SHUT REEEIVINO DOLE SHALL BE 3/8" MAX WIDTH, UP TO I- ©3� HEIGHT OUTSIDE CORNER CLOSURE - - CTYPICAL CC)l RETAILS WO/CORNER POST NIS mii ®{m{{{ f mmmWe a ®fl!mgj' .Y;t•F rFarr aidI ®i1 mm l4Z I'l, - vd�fYF� �j'sL�Ffi:Si' �ril t. �)♦sYbSi t._�i iii i�F�iL[f� (OUTSIDE) Twn enawnm exo SlxD !!kwxAA iil��'I�I�II .PBRUUCB.UIe0x1D10e e[x[W P!WIPe x aloe NIP sPAx LSx P A UP CG,ANRU OSURMU A"IDULE RxlXE NT IDO AMNO%XxeONL L e RE Ox Yn-]RNXTroenR TR ED. SILL WAR. EInV. TYPICAL INSIDE COR14ER CLOSURE .l. CC2 DETAILS' WO/CORNER POST 6 9 Nts e.Rd�y�R^ -WOOD IHUMHSLRew (EXTERIOR) INTO 3 SHUTTER TES AN \``R TO 2/3 SHUTTER SPAN HALL IBE HOLE MAXLWIDTH /UP TO Y HEIGHY. MULTIPLE SHUTTER ASSEMBLY SCALE 3" d V-U" iIT END STRIP SLHF WLF FOR PAN. SPAN WHEN R, y USING 00R.0O UN 40C TO END STRIP DETAIL \ BAND -TIGHTEN ONLY). -� 0" `ANY TRACK W/SCREW BOSSES. GLASS (INSIDE) SILL 21B V El- (OUTSIDE) USE III BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE. 3- s V-0- m EI '\j 2 FASTENERS EACH ANGLE — ON ON ALUM AWGIE 1HREE 3116"0 ALUM, POP RIVEIS OR 1 HREE .12 SMS. TABLE A (m) PuswxE vs "uLowYaLe LErw rn 31311 B' 3'aI11 tl' �F�_wwb �_IMwd I. TUBE -Tb ALLOY — IOBLE& FOR SIZE. l \� C2 CONNE {� SCHEDULI SPACING- C1 LORNE REFERENT 13 EDULI SPACINGI FYNI, I EPACING- _ ALTERNATE THRU BOLT `—ina-m ALUM POP —:— CI CONNECTON TYPE RNE I OR H12 EMS __ REFERENCE ANCHOR V (a Id' U C. ITYP I I " SCHEDU E FBI? MAX. MAY USE MALE OR I FEMALE LOCK -SLAT) iT IT II ) EE INSIDE SILL MOUNT SECTION SCALE Y" V- 0' 3" STATE OF <ORIOP, ONALF SMS 0 9` O.0 a ANGLE TO TUBE CONNECTION �$m GOfi3-T6 ALUM. TUBE �02-1 9 ALTERNATE BUILD OUT MOUNT SECTION SCALE . 3"a T- 0" �U AT ND OR BOTTOM e HAUnum a juuu FOR WITH Ids' MIN PSI MIN) ME AND 2%' AND FRES UkESI SEE TABLE E FOR MAX SPAN ANO PPES60RE5 f=o DISTANCE, GE DISTANCE" CE, WITH 3' 'FAC.REDING, MOUNT sPACINc, TYPO LE NT SC scale �rs FOR y9B o 0 n f[.1D7IAL ¢ SPA(13NG.E Fpk I�tA%. S HUCT UPE rr,,LL �( - GI.ASS USURML¢UI" GLASS F1 S _w CI CONNECTION TYPE 5"MAX JJJ ROD. ..•.. Y 1/4-20 MA(('al bOL OR DOpH SCE 1PB¢ J r u- OR DOUR A IN, 1101b ww m REFERENCE ANC h On W/NUT R6 lE"AIL. OR ' FOR BIRD uI^nI %E IME2 - 'JN SCHfpULE FOR MAX. 19 HHI, SINS OF Ik0,C NO PEOO 6549 _ STE'IAEL2 6Rz I'ON Rq. SPACING ,^ I'm uiN. 13 v w Q O YFARAl10N 13 Z I Z � W /2' IiYP TOP'S�00T TOM) 'A' lJ EfYARALCN X W 'A IV NA55 W o uI J W "O • Au 1/4 (Y 1HRU tlOLI W/ IO GIASE 'To. Al2r 1/'G SM5 12 O.C. z 'PCdI LIILN NUT TO, 12 UC. ON , X 'LQ r //1� iP •. Lrwm URf/1G"N ALUM, POP H.a ¢odl- p vl �OR`�OR/ "•;F(OR • m B x1! STATE V2 STSL II GC F.S. LOFY glvfT@O 6'OC Ukt/I."B a _ ' OR 3116-tl ALLM. POP 2 N p FIVE IS(W U.L ES . '� �2 ALUM POP HNEiS (o112'O�.L a w OR 'NSS/ N}i1L' x OR1/40 ALUM, PUP RIVETS / 'A 11 AND V`I FOR /jjAL ¢ re//IOj NI l_ l 12 O.0 LS — -� 1 r 1/4" M_A FROM PIN ASSEIgbLy 1/4" MA%, FROM PIN w w �pC ii - / i.----- 1/2'L 1/2"TYP. UI HI JG ES4tlllkL 11 F.N-¢ U2 (I SpQIOA C» nN0 lu GIliOE TO BUSHIIJG _ o ZO gal a� ASSEMBLY --f `— WASHER (TYPI WAS IiYP.I 1 Nlzuy !W` $$!Eyf / 112" 112 TYP EXISTING CONCRETE. il_ - q CONNEC110N TYPC N S R SE FOR IT*2 L'I bV•.+ W j{H9l P� BLOCK OR VJOOp FRAMING EDGE REFERENCE ANCHOR u FOR MR, J p z 4 tl 3 CONNECTION TYPE 06i. SCHEDULE FOR MAX. - HEMMERE Do, NIL% REFERENCE ANCHDR SPACING AS SHOWN lU 4LA65 N pip FOG SCHEDULE FOR MAX 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) N5L SPACING AS SHOWN REFERENCE ANCHOR / / - SCHEDULE FOR MAX _- �J J CONNECTION TYPC N DIAGIiFM GN PG, 101 SPACING. ALT. FASTENER o w OR e R _ REFERENCE ANCHOR E%ISIINC CONCRETE, LOCATION. PHONE AND 0 SLHEUULE FOR MAX BACK AIVCI1DkS NOT REO'0 �0 ' PACING. AL 1 FASTENER BLOCK OR WOOD FRAMII 1/4" MAX FROM PJIJ C�1 wiTH THIS LocanoN r' _. BACK ION. FRONT T N CI REFERENCE A TYPQeQQQ.... - UIDE TU CIusHNG q FHGII Bp(It ANCI1DIiE NOT F12 p'D OINSIDE MOUNT SECTION REFERENCE AN[HO WgSHER ITYP.1 M G WITH THUS LOCATION B SCHEDULE FOR MA ,y Y PIN GUIDE 10 SCALE . 3'. V- 0" SPACING w d ( 5 CONNECTION TYPE 'p bU5111NG WASHER �/q� INSIDE MOUNT SECTION REFER f NCE ANCHOR IOnIIYPI - SCALE. 3"�V-0 - SCHEDULE FOR MAX. NOTE FOR OLTAILS A B O AND E ON THIS SHEET, - E OIR WOOD FRAMINNG CONCRETE - EMBED. 'PACING�.P F./ THE BASETRACK MAY BE INSI ALLLED IN 5EC TIONSYIITf11/4 GAPS, PHDVIUt"D 1VIAf EACH SE[ 110N H BUILD OUT MOUNT SECTIONi A MINIMUM OF TWO ]k TS OF ANCHOR] AND IS A CU YT ITTP. BOTTOM MINIMUM OFF LONG. THE OFSILL OR CEILING T EXISTING CONCRETE. SCALE . 3"= T- 0" ILyGj USED WIT H THE BASE TRACK MUST HE COI UOUS BLOCK OR WOOD FRAMING OVER THE GAPS BETWEEN SECTIONS EXISTING EXISTING CONCRETE, STRUCTURE BLOCK OR WOOD YRAMNG EDGE 1ST. q CONNECTION TYPE 1:2 CONNECTION TYPE W/ EXTRUSION pl EMdf U. I ,,ED IIUN TYPE b REFERENCE ANCHOR EMBED. 5 CONIECTION TYPE W/ C%1FtUSIUN {'1 t (iEFERENCE ANCHOR w SCHEDULE FOR MAX REFERENCE ANCHOR SCMEUULE FOR MAX, W SPACING SCHEDULE FOR MAX O g SPACING AS SHOWN S 6 SPACING II ON PG 101 T 416 (DO 3 4 III A 1 w w N ( 1 GLASS �SL�J F »rt .0 u DR DOOR p ON HVH2 13 H D O ¢ 5q 5q5q 1/z" H1zx1/z' SHINER 12" SI((P ARIyF, L - FOR ` w•^ k 9�bC wp ¢ rw at. HR3/16'HALUM VERBATIM wa ouw tf rN1D0 jH v'ri�p OP RVETS(N 6"O.C. O GLA%OR SS�S•' q1A N x'Ny0 ki/ "0ALUM POP X baF DOOR 6f0flllv112 �yo„, $aaada I VfTs Cm 12" O.C.' GLASS F L 13 I[rx•' ` uN OI MR, ozxl EOM - VI b lA w 2PANATON X ¢ 1 EEII UR UOLIN nINZ SEC gTA01E1 X nGyl /�,y IO CIAS: L 64r ddd F p 1/4-Y0 5 S. MACHINE-5[YMFTINf10- 'I ou V ANOOtl -- T�- 1/4 MAX FROM P N J �� ]CHEW d NUT ( C1AS5 % ww 1/Y GUIDE TO D SHIN ASSEMBLY 1/2" is 12"LL TyP. WASHER IT YP.1 uj w _ 1/4 MAX.ROM PIN r 1/ MA%. FROM PIIJ_ o D O Y� GUIDE TO BUSHING w' - 4 CONNECTION TYPE- I/2 GUIO G BUSHIN�- IJIN WASHER ITYPI EDGE REFERENCE ANCHD 1 R2 WASHER ITYPI ? IF EXISTING CONCRETE, GI5 SCHECULE FOR MA C2 CONNECTION TYPE W EXTRUSION Ey'2 9� i Fn r/-II ak WOOD EXISTING CONCRE SPACING AS SHOW 5 CONNEf.TIOIJ TYPE YI/ EXTRUSION y1 '[�Tj Uk FRAMING BLOCK OR WDOO FRAIgIIJG ^C4 COIJNEC110N TYPE IN DIAGRAM OIJ PG.10) REFERENCE ANCHOR 15-2338 REFERENCE A14CHOR SCHEDULE FOR MAX _ 3" , 3' , 1/4" CNuI' .� 4 CONNE.CPON TYPE 012 v 1/2" SMS ON 12" SCHEDULE FOR MAX SPACING gf.ALxl 60u 3-iu ALUM ANGLE kEFERENCE ANCHOR O.(. OR 3/16"O ALUM. SPACING. ALT', FASTENER EXISTING CONCRETE. [!@IOYONFTTOx / _ SCHEDULE FOR MAX. POP RIVETS 6' O.C. LUCAT'IOIl H<OIJI AND BLOCK ON WOOD FRAMING _ (HAY Hf REVERSED N BACK ANCHORS NOT REO'D AS 1NUWN UASHEDI c SPACING OR 1/4"P ALUM P WITH THI& LOCATION � RIVETS (x) 12" L" � WALL MOUNT SECTION 0, CEILING / IfdSIDF. MOUNT SECTION O WALL/BUILD OUT I --I P SCALE :3 r-o- 'CaLE.3 r_a- SECTION L7l/ SCALE 3".• 1'- 0" GLASS k— UUUN y. I I ;I I I I I I I a EXISTINI D SINUCI' ar BOG_ r gun 1/4"0ALL POI>YZ TS 1wY SET ANSOLID ET SWITH 1/SMIN18 "MIN KMM EMBEDMENT IN - Y S E 0 V CRE TE OR lrr 0LO[K. 3"M BLOCK M 'i ° SPACNG ANU 3" 1MDJ EDGE. Y DISTANCE. z _ PMIN, W. U151. /4' MAX,. FARM PIN GUIDE A GUSHING WASHER ITYP.I GLASS OR SOON 4" 3" MIIJ 8A `IUIJ �,. ED, DIST. T LEG DIRECTION 1/4-20 (216063-TD ALUMINUM MACHINE ANGLES PER BEAM ENO, BUILT W/NUT SIZE PEN SPAN TUBE LU 12" DC OR SCHEDULE #14. 3/1" EMS 6" O.C. -- SPAN TUBE PER DESIGN ACCESS HOLE SCHEDULE 1/4'0 THOU BC SEE BEAM SCHEDULE FOR 6AM TUBE 6CHE0ULE =At HUUOEROF (3 TUBE SHUTTER ALDA'ABIETUBE 9PNi RLMBEROF TWiUBOLT9 NICHORS RR µ' Y,1Ll�.�IB`+E� �(<;1Eft flIOP BEE SPAN T BOTTpA. __TOP BOTTOIA TW BOTTOM 1 3 / TUBE TUBE TUBE TUBE TUBE TUBE T1�BL/J J on IRYp IL' r 2 2 2 ] P r• r%BS 0.1wW' 101. �tOtl.0 1 ] D T' r Y4BY tl0' 128. ' 161,p ] 2 2 ] 4• r• .O.1x3• �• 14. 1x4.1• 2 2 3 ] T• T• 1Rr aOirg 11KI.W x 2 I .1 1p 1p BO' 190. ' 12BT 2 R 3 3 >' r• Y.01 SAW�• 17E. 1tlO.r 2 2 3 4 r• IV 123' 1164' 181.6• 2 S 4 B tp TV r41Oi 1:W7 ' 24O.p 2 2 ] 4 r• 1p 0.18r6' Po' bC.tl' x2D.p 2 9 4 B 1p ttl,__ 1R3• 1D].Y 2pJ 1' R 4 S ) 12' IV EMS "T' -I \ �H14 SINS (IB MIOSPAN BE1'WPkN "A.�UAM L4" MAX. FROM PIN GUIDE \\1 51 UOS FUR TNACK ll] 1" a <" rTB $-HWGWTiST(--TYVV7 PLY WDDU B ILac COITNEC HOW 0 A11. STbECU PINIEYI SETT IJ $OLIO m 1" I. 4" 3 125" ET gIJCIM0P56PAN IUSE PEA DESIGN 6Oe3-i6 ALUM. TUBE WITH T/B" 111N, -EMBEDMENT IN SCHEDULE I HIS OE PAIL lU 0G USER WHEN STUD SPACING CONCRETE OR 7 1/4-20 MACNIIJE BOLT EDHEMAX. ALLOWABLE ANCHOR SPACING, AL'OCK, 3" MIN W/ NUT V4CING ANO 3" UHmUM iW 12" 0.[ WALL MOUNT SECTION THIS DETAIL MAY MIN EDGE En,M EHO, ON NlL % 3/4" SMS.(N Q DISTANCE N IUPL 6" O,C. SLALE 3"- 1- 0" AL50 BE USED AT TOP EXISTING ACCESS HOLE S IFUCIU IF ALT LEG DIRECTION EMBED MA%. DESIGN LOhU • : T2 PSF E Oj BEAM SPAN SEC110N -GLASS r o SCALE .3"•T-U" IUD ASIM Fl INTS, OR DOOR faLWll(5 SEf BELL 4 k_ 13 3 uI RNINNI SEE IA51C P S MITMlll "ARAIIEI 10 M EXISTING WOOD GLASS X Q TRUSS OR RAFTER Y (pt 24" MAX O.0 II-t/Yt-t/xiI - Z EXISTING FINISH MATERIAL AI 6 �`1-MAX. FRO.PIN GUIDE IL TO dUSHIIJU WASHER ITMP .I I" a P-I6 ALUM. IiRE J-71/4" TLETYPJ BW(DU LAC, it MN1511MNENIAL SCREWS WITH 2-3/4" `3I4" PC'(WOOD IlINIIMUH THREADED / r — 1/1."4ll A325 GRADE THIRD BOLT @I V" 0 C PENERL "T" IN WOOD (N' OR 5/16"W A325 GRADE THRU BOLT CIO IV ' OX EACH RAFTER OF TRUSS, 11gLV. OR E.S. 24" O.C. MAX. WHERE S 6 TUBE EXTENDS BEYOND F %\_ 1/4"W ELCD OLTRACON I()CONCHEI E/CMU LAST TRUSS MORE INA ` S" UC W/1-1/4" MIN.. EMS 6", EXTEND TUBE TO % O141/<"¢LAG SCREW BB Y"OC W/1-T/B" NEXT TRUSS MIN. EMB, IN WOOD SG•0.42, TO 0.55 J 12 O.0 S 14ACNIWL' SCREW 21 `- usnnc COIMCNErE 12' O.I. IN BE T6JEEIJ TNUS5E5 >LLOW BLOCK OR WiIH t/! W ACCE ES HOLE ON DUD FNAMNG SE[" wU1M ANGLE 6O6B-TLI (mA6 k0�C k11NXTPN 9ET WEEIJ5M5 VCHUA SCHED BASED J IYPE OF STRULTURE 114AX DESIGN LOAD . 72 P.S F 1 OH PASS THRU DETAIL (MAX, DESIGN LOAD z 12 P,S.F.I `I� SCALE , 3". 1'- 0' K / �I BEANS. E USED -_ui_- 2" % 5" . 1/8" 6063-T6 ALUM ANGLE W/ THREE 1/4 "W WOOD LAG SCREWS WIT 112-3/4" MINIMUM THREADED PENETR,'I"IN WOOD P EACH RAFTER OF TRUSS, 24'OC, MAX WHERE ANGLE EXTENDS BEYOND LAST TRUSS MORE THAN 6", EXTEND ANGLE TO NEXT TRUSS. 22, 15-2338 8 El —GLnsd m� - w ��— nboR r5P a MF a- o n fCR A F f0P 1 �u �j �d[i 7 .• m (9[ P CRAD aPARMIININ•To N V i Q 5 UASS y IN- GIAt `r ZPu w it Zrl zD / / �j TAFCON L0 I-1/l" MIIY n.0 WITH MI. EMBED 7 %L E%ISTING CONCRETE OR OLOCB @RY. Worm \ FRAMING S WOOL ANCHORS / �.'01 ACCEPTABLL OIST RfCESS SILL OF TAIL 1/G' MAX. f ROH_�.� PIN GUIDE I BUSHING WASI IEN (1 YP.1 rvr• HOT mM � ' OR ' ///I' -EXISTING HOST STRUCTURE ODECORATIVE FLOOR TRACK DETAIL SCALE 3". 1'- 0" � tv nPROVfn MOI nHOInnN, MIN IIY OF 1wo I OPI TV. SECTION FOR SHUTTERS SCALL. 33' - V-U- Op WALL MOUNT SILL DETAILEXISTING FNmSH Y SCALE, 3". V- 0" MATEkIAL� RM [u11x 4"INIFRVALS U(qyq E DETAIL P1 Xl' FOROR ADDITIONAL INF0), TY TOP • CH 4' C T FASTENEREANC ((a EACH 4" CUT SEE CA NOCONNECTION TYPE BASED ON C4O VERIFY ACOR TYPE i0 VERIFY ANCHOR SPACING IS ACCEPTABLE TYP, ALTERNATE SECTION FOR SHUTTERS \:J �� FEqI" MIN. PARTIAL ELEVATION UNTED SCALE: 3- a V-O' WASHER (TYP YVVVVY & n u'obb Li VYIVVVY E xxAPuo, NE;• *: Nn fOTyfiS AV II 'PnIF_ 15-2338 9 -IJ tl m CDMCRFfF HO MUM z DaGi 8iG Olioo a £G : era `zq! vmF�a °ZN' mP2 .map nZ6ia -QOA£ yyg~� LaOF u0)• ••I FI O^ O Cox IQI DueN Y'mx z Cli x ,^pIW3 yy G £ �rM'NilMe, ^VS.i CC Ir n4e"F ^o__a�i mmzp zoo zo_ ^�vm4 -�aa.o N�! �•�' zY'I ul,�,lwla 81e1 .lul m:8IY,Iv 1 al.m gl"-eL7 ,.:gy elClulm ICIv "g�41 I u glol„v Iola golNlw I"'m!a m glelww :6 ,.iv m 81`mj j8I'm;"j^'jmj8jeulm+P 9'm I laa0 ! : a;Rleee= R,R?R- I I Motel'a el I I, 1 R4RIa' I,I� la to I I Iv Ie �.� IRIi. 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LNUU6TRIE6 3605W 12th AVE, SUR3 Whdesale BEAQI, Op w Nummum a:d BU3SPIJ PmEUd3 =:AFIELD FL 33"2 OJ ,ma s»ak r.140»am kMm E�aa � e wow _ ¢ i� R DVlFST :OU9DMO ��� m.,"c„ _ _'wDx�EnxlsomeTaswn ANCHOR SCHEDULE: CONCRETE (CONT.) xa Ie•Min eopeDmAANE J-1/B`NTn EDGE DI6TANee , rrLOPO £�ESQ£--9J CONN £ptE�pjQ£''B" CONN TYPE Foam UOID CONN 13'-0" TYPE Ana UO To 6'-0" £EB11L Un TO B'-B" S9em UU To 1]'-0" CONN TYPE b t AMCN00. 19c1) CI CI C31TYPE Cl G. [5 U Cl Q C3 U CS CONN TYPE CONN TYPE ?1< 5/Ifi• 1➢Y TAPCON XL WfIN ^ t-3/9 FMBEO (1tl99DN MIN 46 @ 16 0' 160" 16 tl i6 0 16 0 16:0" 36.0 �16.0° 16 tl I6.p 16 0 160 ]6A" - 16.0" 16 0 _ 16 D 15 d 10.5" 1].5" 9.5° Ifi.O I5.5 C6 Ib 0 39.5` [1 16.0" - 13.0" [i 16.V 13.0' CJ B.0 6 5' U B.0 S.5" [5 it. 5' ].5' U 13.5' 10 0 C1 16A i6 0 C1 I6.tl' f6.0' C3. 16 0 IbA" G 160 10.0" CS' OR 36.0"1160 I6.0" 18_0" CI 16 0 16.0" -C1 I6.O" 16.0" O. I5.0' 11.8' G Iq 0' C5 I6.0" C6 16 0 Cl. C1 I6.0" C3. 9.0" '6.5^ C. B 0" .CS ily0. ' 13.tt' COHC-' 1 2 16A" 16_.0" 19.0" 13.0" ----_.______...__.___-. 16P' 16.0" 16.0" Ifi.d' 9.0" -5.5" B.0" ILS" 13.5" I1.0" 9.5" 5.5° ____- 4.5" 5.5" 8.5" 16.0" Ism" 14.5° . It. 16.0" MY 16.0" 16.0" 9.0" 9.5' B.0" 16.0" - 12.tl' 15.0" 13.0" INN, INN, 11.F" 12... 10.0" 5.5" 6A" 5.0" )S 6.0' 0 110 Ifi.O° Ifi.d' 8.5 ).5" 10.5 II 0" 10.5 9.0' 1.5° 5 5 B 5 9 0" ).5 4 5 q 0' 4.5" ).0' I6.0 16A" B.5' ).5: 1E. 12.tl 11.0 9 5^ 5.5" 4.5• fi.0" B 5" 9.0' ).5^ 45 4 0 '4.5" 300 9.0" ].5 9.5 9.0' 1 5" ] 0' 9 ].S 4.3 4.0' 4.5" ).0' 9.0 9.5° 4.5^ 4.0' 4.5" ).5° 9.0". ].5' 1.5" 4.0" q.5' LS" 9.0 ).5" 9:5" q.0• V.5" Sp6• EILO UITMCOx WQN 4B I6.0" - 16.d' _. 16.0" 16.0" 18.0 .. 16.0" I6.0" 16.0" __ ]6.0" I5.5^ I6.0" 16.0" 16.0" I6.0 - IO.tl' 9.0" 13.0 IS.tl' 16.tl' 16.tl' 31.0" 1fi.0" I6A" Ifi.d' 3fi.0" 16.0" 16.0" 16.tl' 16.0" 18.0" 16.0" 16.0" I1.0" 1-]p•EMBEp (35DppM MIN 63160'1601fi0160 Ifi0 Ifi016016013tl 1i016.016019013.Q )565'80. Il.r 0t6.tl'1601601b 0"16d 16016.01].0'1i.0"16.0"]60 I5.5^110"B0^. ]A"B.5'12.5" COMIC) Tl 160 I60 ]fi0 I50 160 160 160' 160 100" 90 130 150 Il5 IDA. 65 55 6.0' 100 Ib0 16.tl' I60 16M lb d' I60 1B 0_ I6.0" I!0 9.5. 1].5" I60" 1].D" 11.0 ).0" 6.0" 110 Ifi 0 lfi tld 9 5 B 0 11 0 14 0 11 5' f0 0 6 0 5 0 fi 0 10 0 9 5 8.0 S 0 5.0^ B 5" I6.0' 18 d 10 5" B 0 I1 0' 15 5 I1 9' 11.0" 6.5 'S 5" 6.5" 10.5° 10 5" B:5" 5.5 5.0• 9.0" 3Po 9.5" B.0" 5.0" // 5.0' B 5" 9.5" B.0'• S.d• /� 5.0 B 5" 9.5" B.0 5.0" / 5.0" B.5" 10.5" 9.5• 5.5 // 5.0" (90 10.5^. p.5" 5.5• 5.0" .D° 10 5" B 5^ 5.5` / S.D. 9.0" 1/4• FROWEflS TAPp"Rq W/ 1-I/3' MIN EOOS D4TANQ S' MIN EOOe OIETANQ' 1-BN"EMBED(3000ptl MIN CI C] C3 G. CS [fi C1 C3 C3 G CS CIS CI Q G G CS U C1 Q C3 G: CS C6 [l. [3 O U [5 G WMC) 9B 16.0" 0y0'T1fi.0" I6.0' 10.0' 10.0" 16.tlYjUD..,5- 166.0" 6.0" fiA" 16.0"].0" 11.9" 11.0" / 6.5" 5.0" I6.0" 16�0" 16.d' I6.0" 16:0" 16.0" 16.0" 160"11.0" 10.0" 16.9" 13.0 Cl 16.105-- C1 C3 G CS 10.tl' C6 9.d >.U" l.0" S.L0^6d I6.0" 134.5" ff`i q.5" 4.0.0" 5.5" 5 0 ].5" 6 5 >.U" / / i% 10P ;" 10! ' 9S 16IA' 1660 1fi_0" ".0' Ifi65 S.11.0' 10 0 10 0•// / 6 0 b5.5•% 6 9959110 5.0'�C.O" / fi I.O' S.D' 40" . 0 5.9 .B 5 BB 0" A 0 / S.d' b 0 ] 540_0_3C0 -5,0" ).S^ 6.5' / %/ 4.0' S.0' ).5" 0.5" / 1.0" 6.0'1.51.0" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 1^ MIN EDGE DISTANCE 1 2-1 + MIN EINIB DpTENQI WAD £E3BlJlEIP 4.'Q" £RMYESEE_�£:' £➢lN9BI4./3�:9". £p1011�2iB.2:� 'FDan. Uo T6 B'-e" Swn. Uo ro 13'-0^ ANCHOR (B✓) CONK TYPE CONN TYPE [ONN TYPF CpNNt PF CONNTYPE CONN TYPE t [1 C2 C) III I CS Cl 0 C3 C4 G CI [2 C3 I G CS C] C1 C] I,C4 I CS', Cl Q. Cl U CS Cl C3 C) G CS !/4• RW TAM:ON WOH 48 7.5' ] 5 ) 0' ).0 J 5 'S 0 5 0° 5.0" ),0" l.0" / 10 5 10 5" 6 5 6 5 10 5'; ] 0 ) 0' 3.5" J 5 > 0 1-Ip"EMBED _81 fi0" 6V //, 60 36 1.0" 15 10 BO' SO" 35" // )5 / ]�0" �. )i 5.0' S 0" ]° 3.0' 3.0" / / i ).0" ).0" 3.5^ 3.8" 6,040 1,0" // v i _._. __.__. 1%4 EICO-GumCOH WRN 200 48 115' It 5 6.5 fi.5 1L5' 0 o" 9.tl• / ],5 � i.9 4!4 / 11 S 115" 6 0 6 0 . 11.!" B 0 B 0' 1-1/4'EMBED 63 9 0' B 0 I S" 4.0' 9.0" S.S° 6.8//// //</ . 9 0 _ B UJ 4.0 4.0 9 0" -Y_�_ 9 5T 64 72 ) 5" r] 5 /// / fi.5" 9.!" 0.5• / ) S" ) vi / 2W // / / // /� i 1/4"MIIlENNM MIIlFAST 40 140 140 60 60" !10 95 98 90' SAS 5.3• /, I50 15.0 90 9d I50" 105 105" ANCHOR W/1-Ip'FHBED 83 POP 305 10 4o f05 BS ]5' / IS -d.G" f i 119 115" 60 56 f135' ]!T BD'v >2 --UO 5.0. S tl �/ /j, 9.0 55 9S° / // 100 100" 50 45' 9.0" 6A- 6.0" //%/ / ..G '/ / / • / I/"'ALL-PDINT65011 D-6ET S01 E l` MIN BDOB DISTANCE ' ANCHOR W/T/B'FMBEO 6 C •N GI [s CI [) C] G CS Cl Ci CJ G [5 CI .C3. ''C9 G 1/4Q055 MACHINE SCREW 4B lci I3.3" 5.5" 1].5" 9.5" 9.5" ].5" 3.0" B.0" ± S, 5.5' ] T S_5° 3.D" !' ICE 16.0" B.5" I6.0" 6.0" 5.5° I6.0"19.53.5" .-I 63 10.5" 10.5" 1.0" 4,0" IOA" v //18d 16 tl'>0 65 16.0"Il5 IIS 00" 40 80 (65" fiA° 73 90' _BO JO" 30 B.0' 5;5' S5' ]p" ).Y"/// I55 153" Si 50 11.0" 95 95 35" 30, 55 3A" 110 %// 4.5 ).5• /� V q 200 /// // // // 4.9 ` ).5" /// / // . 1.5°' 3.5" 1.5" ].5' tlD 5/16- IM TAPCON XL WITH 3" HIM EDGE DISTANCE 4" MIN EWE DISTANCE I s 1.3/4'EMBED Cl C2 -[] G CSCl C2 C3 Ct CS Cl .C3 C3 G CS Cl 0 0 G CS Ll. 0 O "G C5 rCl C2 C3 04 a 1B Ifi.tl' ]8.0" 11.5" 11.5" 16.0" 13.0" 13.0" 6.5" 6.0" 11.5" 6.5" ).0Ltl' 1.0"63 13a' 130" B.0" ].5" ]l.tl' B.5" 4d' 4.5" 9.0" 5.5" '45" gv- -9 I RN 00 OIR S M/ BDOB IRANQ 5/1W"WO ULTRACON WM" Cl C2 C3 G CS 'CI 0 0 G CS CI Cl C3 G CS CE C2 C3 G. C5. Cl C2 C3 Ct Cl ICI 0 C] G CS 4- EMBED 48 . �i _ jlB- b-5'' �MISMA . A,N0OlUJgES: SEE SHED 10 FOR ANCHOR NOTES, 15-23313 11 2" MIN EDGE DIGTANCE F bb x ANCHOR LOAD IODI a�SnJ-GO_TB 6_0" CONNTYPE C1 C2 C3 I- G I C5 5G/NlY@39-@-D_' CONN CI C2 TYPE C3 IG C5 SEfBEl'QIE12S. CONNTYPE C1 I [3 I G I C. I C5. 1/4-POWERS TAPPER+W/ 6.5" I5W .0" fi.0"1-IH°EMBED 62 12b' 13A° 4I34.5• 4.0"10549' $g$ 200 %%/ / r % / / }m p O P125MS I. ALL ARMOR INSERT W/!4/0' EMBED .. ., 4B 160 16 D' Bd° BS• 16.0'1)Y 13.0 0' S.0" 12.V ).!" 7.3 3. 10• 4.5' 62 14.5" 14 5° '6:0" 4.W NUN, 9.5" 10 0 9 0' 3.5" $ 0' 5.0' 4.5" / 3.0" I 110 200 ILS"�32�.5" >.0 IJO" 9.5V' 13 0 5.0" 3.0" // 4.5" 11.0" �//I.S' ).5" 40° ).5" ] 0^ ].0' ).0" 4,5" / / 4.5• L!' 3.5 ]A" / ANCHOR_ SCHEDULE: GROUT -FILLED CONCRETE BLOCK_ 1" MIN EDGE DISTANCE WAD$P T94'_4_' 9PPnt 5wnt UP To 13'-0" x ANCHOR IWII CONK CI C2 c1. C3 F Cl G C5 N TYPE_B'. cOxC3II Cl C3 [G I C5 COnx TY9E Cl I C2 C]: d CS 5/I6'RW TAPCON nI W/ 48_ 16A" I6.0" 16.0" 16.0" 16.0" 16d' 16.0' Ib.O" 16.W' 16.0" 16.0" Ifi.O" IOvS" 9.5" I5.5" 2-14'MIN, EMBED fit 1501-1 l60"I60 Ibo 16 W'160 125 115"1fi0 Ibo I80"BO ]i 160 161. 160"�155 160 IBtl' 180 10E 96_ 155 I45 125 fi5 55 'B O' Il0 160 160 )15'1l5 65 55' l5 120 100' S5 4S 60'T 200 130 ]00 120'100 I55 15" 60 110 IOW 5�3 IS 60" 395/16' ELCO ULTRACON W/ 4B, Ifio 1fi0 m 16o e0 15'2-1/4'MIN. EMBED 6] 16 G.I8125' S.5" '� 5.0'.T1 Ib0h60 05" 9,5° W. TIv:»s>�a. ao B s f a.5^ 6 D 's.s- / O' 3 30Y %/.i�/// "I' M %// j 2' MIN EDGE DISTANCE Cl Q C3 G C5 Cl 1 C3 C3 C4 CS Cl C2 C3 G f5 1B 6_]bo I60 Ifio 105"l05 I60 )5')5 160 160 lb o'Ifi0 I55"I60 65 50 "'PIS' 45°I105 115 90 RS B0 40 So 3.5" 95 50" Y 125M5 W/3'EYEWAII ARMOR INSERT W/2'EMBFD H Q, J2 160 160 65- 60 160 135°IRS 10 -35` ]5 ]0 65_ j LO 115 11S 9.0" 35 TO )OTfiO % )5" fi0 5.0° 3.0_ 6A"T5.0 30 BO' 3.OT 3A" IL u I LICE No PE004B �,IS'•, STATE OF ilC •. R(n ANCHR �� 314 MINEDDEDISTANC6 ]T�S Splint CDNN 0 Up To lY9E O- 6'-0" IG' CS Soanl CONN)TpECI C] -O UOTo Byi" C3. G C5. CI O 1/4' LAG SCREW WrtH 1.3/9 MIH THREAD PENETRATION <B 616W1.0 16A" 16.0" lL5" B.5" 11.5` Iv. 16.0" 1fi.0" 16ytl' I6.0" 16yD' 26.W' ).5" 5.5" ].O" 5.5" 16A" 160 I6A" 16.0" 16A" 15.5"']2 1fi0 160 ]0 0 I60 160 160 IS 45 ISM 140 125 ]/16•W000 BUSHING WRM I10 300 4B AC 1�5 180 1&0 95 LEW 15 25 95 }0 {0'. 95 3]5 60 180 MW 115 13tl l30 B.S.. I30 30 ]5 65 ES 20 50 )5 60 130- 1l5 115 j.5 95 95 )5 2S.206.0 25° 35" 10" 30_ 6.0 45' Y 19 n iX 1.13- MIN EMBED N 114.20 55 MACHINE SCREW "� -CMS Y14 WOOD SC0.E OR 11. dOWE0.STAPIEA4 WITH 1. 4•MIN Tnae60 IfXFTM ION 62 )2 145-24.V 125" 12.5' 65 S.S' fi0 5.0" l�5 Me 95 ).5' fOB' ).5' %0 -T IS 3.0". 65 4.5' 5.5 4.5" 50 3.P 35w 2.0' 1.0' 3A" 3A' 110- 200 4B ]D. J5. lb0"Ib )0. 0' 30 13D 5" 30'160 40 40 160' 35" 180". 20 B5 / -0O 20 16tl 95" 16.0 3.0" 160 S.D. 5-0" 62 16.0" 16.b' 9.5" _5" 16.OT w.. I6.0" 6_0'- 6.0'. I6.D' B.5" 12.5° 4.0' ].5" _- ]_5" ]3 16.0" 16.D" B.0" .SP 16.W' 16,W- SE.O" 5.0° 5.0'1 I].W' I1.5" f0.0" 3.5` 3.p" 6.0" ! y 110 I8,0" lGo.. S.W. .5" 10.S" II.W' 9.S` 3.0" 3.0" 6.0" 9.0" O.5" 2.5" 2.5" 4.5" 200 9.0" 7.5" 2.5" .5" 9,5" 9.0" 9.5" 3.5° 3.5" 9.5" 9.0" 7.5" 3.5" 3.5' 4.5" ANCHOR SCHEDULE: 3M004 (G=0:42) 3/4•MINEDGEDMMO SppJi9 UOTo -0" "S ns Up To 8'-B" Sains U0 To IT-0- Fp ANCHOR LOAD 1M0 CONN TYP CONX TYPE CONN TYpf xF CI C2 C3 G C5 CL C2 C3 G CS Cl O O I C4I CS 1/4' LAG SCREW WITH 11/4 qB 160'. 160 90 ]fib Ifio I60' 60 55- I60 I60 '60 35 95" IOW. MIN THREAD PENETMTION fit 160'1b0 65 �0. 6" 18W I80 1fi0 i5 10 135 11S 105" 26.3.3 Eo' n R 180 160 535 160 I80 160' 35 35 100 9.5 BO IS 10 50' [ Q-ITRTTDL'1' SI0 150"115 35 0" GO BU BO 2W SY -if" 80 200 ).5" 5_0 2.0 10 ).5" 6 G_ _-10 f.0 0 " Y145M5 i9 W00p SCREW 16.0° Ifi.O° 0.0" �.5.5" Ifi.O" ILW' 11.5" 6] 18o"Ifio ]0 65`160"110150°45 10" 95° 8.0 0 OR IH'AOWERS TAPPER! WRHI-34'MINTHRMD R I60"160 55 5_Ifi 0"Il0 115 )5 35 70 6.5 55 ZO" 1.0 3.5_ 3 PFNfTM ION 1bNND� 1101O S'100 35 30" 60 65 55_�,30 30 35' SA 45 200 5 0" 4.5 3.0 �� 3.5 5 0 4.5' 2 0 //11 1.5" 5.0 4 5' 15-2338 El -y—f 0A32' 0.032'- 0.12S• 0.19eQlS.02. il-O.16B• �ZLIGHT-N-VIEW WINDOW N.T.S. BANK PLANTICS SEX1431T-UL-B HB r0.ECTANGULAR / WINDOW ASSEMBLY El OFACCORDION BLMES 'HOLE(TO RECEIVE WINDOW ASSEMBLY) %1 BLADE W/ RECT. WINDOW 13N.T.S. E%IERIOR ELEV it BLADE W/ ROUND WINDOW I3 N.T.S. {-2:210'—{ EnERIORELEV 161'-1 r -'f lle• $ o TIA. I —1 (EXT.) 141' .355' SECTION A -A /151 RECTANGULAR WINDOW 1y N.T.S. E=RIOR EIEV 12-MIN 12• EDGE TOP 2. SHUTTER BINGES b'. �-n".. STATEOF EDGE OF ACCORDION SHUTTER BIADES SHOWN IN lE%AN WTTH EIEV 1 L 4