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HomeMy WebLinkAboutSET UP-INSTALLATIONSCANNED BY St. Lucie County 0.03Y� ' 0.032' 0.125• 0.196' A5• 1 i 02.825'-{Y0.388- 03.250 rLGHT-N-VIEW WINDOW - N.T.S. BASIC PLASTICS S"1431T-UL-WHO RECTANGULAR WINDOW ASSEMBLY r EDGE OF ACCORDION f SHUTTER BLADES -1.5-4 3.5- MIN, TYPICAL 1.500• %6.000• NODE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) RECTANGULAR WINDOW tat BLADE W/ RECT. WINDOW S3 N.T.S. EXTERIOR ELEV ROUND WINDOW ASSEMBLY EDGE OF ACCORDION 13' MIN FROM SHUTTER BLADES EDGE OF SHUTTER, "(— TOP OR BOTTOM IL I lip 2.a75WE ROUND I WINDOW TO WINDOW ASSEMBLY 3.5' TYPI (i BLADE W/ ROUND WINDOW kZ3j N.T.S. —2:210'--j EXTERIOR ELEV 161.1 T - I I 1IE• ! TDIA. (EXT.) 145' 355' SECTION A -A t'51 RECTANGULAR WINDOW iv N.T.S. EXIERIORELEV roi ' ��' STATE OF '��••.;[Of110�':'• Thy- ~m� tp PER EVERY OTHER BLADE LIGHT-N-VIEW WINDOW S3 N.T.S. EXTERIOR ME/ RECTANGULAR WINDOW S3 N.T.S. EXTERIORELEV RECTANGULAR WINDOW NOTES: 1. THE RECTANGULAR WINDOW SHOWN IN 5113IS MADE FROM GE XL101F.XAN WITH 0.07S' MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161•. ATTACH TO BLADE WITH (6) F'9 SS SCREWS OR BOLTS WITH NUTS. 0 TABLE r ALLOWABLE8 MA-SCHEDULE FOR SE WITHIN HE HVHZ HVHZ POSITIVE H HC POSrtIVE WIIO 1F,02 WAW LOW LMDis DESIGN W. W11H CEIRO TE9 W1xDLOW J. LOAD(PSF) 1WWATE Q ,My DHO A O IX1�eQ �OLICIIIIIiO 234 158- iw I5V 25.0 lw' 1Y' I56' MA tm ICO• 196' III - 112' 15P too- 40A tw• 14W_ 156^ _50.0 12Y _ 13r IwIaV BOA _tw' 131' IM' _ 654 121' _-To.o _ _lie' -_ 12r rn• 19D _ 11Y 121 __ 131' Mq I19' IIl• in - BID 113- tA• 1Y5 90.6 nr ve• 121• 860_ 11Y 11F' LIB' 100.0 -r tOr 11r _ 10BA 1" 11Y _11Y _ 11Y _ 110.0 _ HY 1160 mi. 103' 101_ __1_ir _ f0T' 120 I Lot'. MY. .IRA• 1250 l - _ Ior 13.0 W 1a0 ar 145.0 s 1504 Br _ 1_55A_ _ _ _ _ _ __ ______ 10_0.0_ ____Bp• .. _ -_ - -' ' BI- _ IY _--'irn.o _ 60 3B_ tPa.O _ �. � � II• _ _ _P0.0 ____ _- TV IRA- too - _______ =.a EB• .8 ACCORDION SHU- I FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 MINIMUM SEPARATION FROM GLASS Fd�R718E'N'/IFIITTNEiI(7lji MWAAY FROM ,ARATKW POSRNE A°aA,, DESIGN SHUTTER WSTALUVI NS RLBTAl1ATI0NS PNEIRSURE SPAN iwABWE1 .J TIO IP9F1 OVE GRADE OMDE (W.) MI 29.3 IRA' IV aA• EP 3A' �1OY tY• 3M AT t.P IV 30 eY IT IA' R2' IV IV t 3.0' 1A' In- 10' 2.r ITT' S.r 2d to- Sr Se• O AV IV I.I. BD' Sr 1.3' 1w• IV 1.V inIr T�2.3' 131' e.3• 16' Go 60' 0• S oY So• ur IRA• IV 2.Y 131' 1. 3A' 30 BY, 10' 1.Y w' 3q^ LV Br _ 3.0•__ 1' _ 6r w W' r 10• Iz 1Y W' eA' 1.Y Pr 3q' 118' ]A' - 16' % It0 B°• W' 11V _ _SO' _ 30 SY __ 1A - 13• 60' IV 1.3 _ t0Y I 9,1 3.P •� FOR BUIIUOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE' TABLE C ON SHEET 6/13 TABLE 1 AND Z NOTES: 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN SCHEDULE' ABOVE ARE MAXIMUM AILOWASLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6.0 SYSTEM MY, BE MOUNTED WITH ME 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 MIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN ME DIRECTION TOWARDS ME HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. A. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED AUDIT, THE DESIGN PRESSURES FOR THE NEM HIGHER SPAN SHALL BE USED. TABLE 3 ALL PAN SC SOULS NON-HVHZ WND I PGATIVENID WOAD N¢ OADAU.0 LOAD LOAOA4 (nF) MGIINTWD COIIDITMYIB' •' FOR BUHDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE CON SHEET6/13 TABLE 6 ALLOWABLE BPANSCHEDULE ❑'D ASTMESSENTIAL FACILOIEB OIiLY POSITIVE OFSIfII :SHUTTER PRESSURE IPSF) SPAN MINMUABEPARATKIM FROMOLA59 LXSTA TONG tli9TAWTMIR9 iWABWE 3DABWE GRADE GRADE P11 ID:.) Go 3.1^ God 1A' 3.1' 1Y 1M' 6A• SY A0 6D' 3.1• 1a- W 3.1•_ 1A' tM' ],1' I.S. In- 3.1. 2.r 13r 5A• 2.r lee' or A.r w aV 3., 1.1- sr 3.1• I.r IDW Sr 2r 1ZI• 3.1• 28 tar e.e• Sr 1m. 6A' 6.r e0 ar it rA• or Sr 1 1M' 11• 2.1• 1A• 1. Sr Mo. es• e.r ]o e0 9.T yP w• Sr OB' 3.1• 1C IA• SI• 9A' 1Tr sw l4 W ar 11• 1S w^ IV IV oV 31• 2T 101• 3.1• 3.B' 121' 6A' er HO BV IV Ix or St' IA' M IV 2.Y V Sr SY 120 ar it- I 1t B° Sr Se• or Sr aA' 09• I 11^ I IV TABLE 3 AND A NOTES, 1. NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MULMI-DADE COUNTY AND BROWARD COUNTY FIDRIDA. 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN SCHEDULE' ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECNVE SHUTTER SPAN. 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND ZONES 1 THROUGH A OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES, A. THE 6.0 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BONG REVERSED. FOR EXAMPLE: TT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH ME BACK OF ME SLAT FACING OUTWARD. S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS HOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR ME NEU HIGHER SPAN SHALL BE USED. I GENERAL N(TES: 1. 2. 3. 4. S. 6. 7. B. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVEL D - ASTM E1884, E1996 & E330 TAS 201 202 & 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 EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH MINIMUM TENSILE SIREN H OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 114"0 OR 3/16.0 S052 ALUM. ALLOY. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR KITH THE AND L❑ VARIES - NO LIMIT TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. * .: Nn PEp046$49 TRACK N W ITTOM TRACK 121 z Oj SILL O SCALE HALF SIZE 13 TYP 6.8 SLAT/BLADE SCALE HALF SIZE L.510" �.a0r zzr. Ig 6.8 STACK/CONECTOR SLAT/BLADE 5LALE HALF SIZE -71 LITE 2—LEG WALL OHEAVY 2—LEG WALL O O HEAVY HEADER SCALE HALF 512E SCALE: HALF SIZE SCALE. HALF SIZE SSES & FELT GROVES ARE OPTIONAL ON AL EXTRUSI S 26S ' S' 1 875' 2, 195' 11230' %5W:105' 0 EXTENDED SILL CALF- HALF S2E 130' 3 1q CEILING HEADER/SILL SCALE, HALF 512E L, 'TYF 17yp m 9510' �p F.XTENDEI) SILL ADAPTOR SCALE HALF SIZE rm OLITE HEADER/SILL SCALE! HALF S1ZE 655' 2.365- I`�i11IIII 510' .460' ,005' n L .599' LL o H� m 17 MIO SILL SCALE- HALF SIZE 0.000'rap v .630' 1.09fi' ' ADIUS CEILING HEADER/SILL NSCALEYfALF2m ,920' 18 WALL SILL CLIP SCALE HALF SIZE N 04.510'—F 12 MID SILL ADAPTOR SCALE: HALF SIZE A o,'I N P Y•Y1i -AA60' WALL SILL SCALE. HALF SIZE N IN 'Ott-9u8 ` O w rt ti0 1S-2338 SIZE _NYLON WASHER ' INYLON BUSHING OPTIONAL) "4 x 2-3/4" To HT S.S INSERTS SCREW W/ INTO TC ULTRACOTE COATING TRACK (TYP TOP & BOTTOM) V BUSHM6 W/ WASHER- c K 1/2" W INTERIOR JOINT TOP 24 BUSHING ASSEMBLY DETAIL SCALE. HALF SIZE A43' .443 10- 84'r I�� h 1.06B- 3443' %29)2003 6,8 CENTER MA ��//SCALE HALF SIZE 3TSm _ 010-]4 THUMB �N SCREW =i Z E 9 062' > a 2p RECESS SILL FOR USE WITH SCALE. HALF S1ZE ® AND ; ONLY 2) SLIDE_ ROD SCALE HALF SIZE r f.290' 357' 276' RJpQ M.D62• n ,137' 6BBOX CENTER INSERT j 2. CALE, HALF SIZE STAwlE55 STEEL m ASSEMBLY c 320m HOLE O50' NYLON WHEEL 1.I00" .240, TYP AT EVERY OTHER INSIDE JOINT AT TOP CYWIOER-SCUD BRASS, NICKEL PLATED 22 ROLLER ASSEMBLY KWSING-21NC DICASTpOWOER COATED SCAL&HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE OR THUMB TURN OPERATED INSIDE, 23 BRASS PUSH LOCK SCALE HALF SIZE RAINGUARD SCALE. HALF SIZE 32 FEMALE BOX CENTER SCALE HALF SIZE 4.000' 500' R 224' 0 ' 2g bECORATIVE FLOOR TRACK SCALE: HALF SIZE Nm PE004G549 STATE OF 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE SCALEi HALF SIZE SCALE: HALF SIZE 714fEL STE IST AINLESS—J STE 5500- x 13/16' W1DHEAD STYLE VARIES 14A d 30 38 THUMB SCREW - SCALE FULL 512E .250'{-.� w I/4-'2 KI OR 3/I6-IBNI MACHINEQ SL'REW STAINLESS 5/16"0 INTERNAL SiTEEL — IOB' THREAD 4.500' TYP T-SCREW INSERT ,{.-�j,6B9' POWDER CORiEO, EHiC DIE-CAST g SCALE FULL SIZE ji� DELTA MODE z 36 T-LOCK ADAPTER INDUSTRIAL Y M5 SECTION A (OPTIONAL) JS BOX LOCK SCALE: HALF SIZE O 2X7 ANGLE SCALE HALF SIZE 39 SCALE HALF 512E NOTE: ATTACHMENT SCREWS FOR END STRIPS SHALL BE 010 IURK OR PIIILUPS DRIVE SCREWS, HAND-11GHTENED ONLY, A iL 1.°I 24 ;1!i1 .254^ 40 4Ob 4Oc END STRIP 1' 2"&3"EXT ,125 SCALE: HALF SIZE 4 , m 11 EXISTING TYPICAL PLAN VIEW SCALE' 3" . 1'-0" EXISTING GLASS SILL(INTERIOR) EMI .0062"TMICK.6063-T6 J A UM. ANGLE 1" x 1" MIN. S / - G T' x 5'" MAX. IANGLE LEG 3 4 ]9 9 t 11 AY BE REVERSEDI -ASTENER (0 IB" O,C. IUSE ANY ANCHOR SHOWN IN ANCHOR 13 }t 3B 15 13 Q29 ,. 13 SCHEDULE, 1" MIN, EDGE DISTANCEI. 23 012 x 1/2" GALVANIZED BOTTOM 1" 20 THUMBSCREW (EXTERIOR) OR S.S. SMS. 3/16"0 ALUM, INTO CENTERMATES 1/3 1/4-20x1 THUMBSCREW INTO POP RIVET. OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HI THREADED HOLE LOCATED (N MACHINE BOLT x, NUT SHALL BE 3 1/3 SPAN TO 2/3 SPAN FROM Co 1B" O.0 TMAX OT HEIGHT BOTTOM OF SHUTTER FOR BLADES 58'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES > B'-3", ONE Cu 1/3 SPAN AND ONE AT 2/3 SPAN FROM 9OTTUM LOCKING DETAILS FOR SCALE, 3- • V' O" OF BLADE, TYPICAL. FOR LOCKING CENTER MATES SHUTTERS, A BRASS PUSH LOCK 23 SHOWN ON RANDOM MAY BE SUBSTITUTED WHEN USE�WITH DETAILS CE14TERIIATE R29 AS SHOWN, RECEIVING HOLE FOR THUMB SCREW MAY DE T/16" -.... / EEFfH090W 5CH am ..� -/ (INSIDE) R �a w �11 0 SILL W ✓� I p I � O U1 v I USE 111 BRASS PUSH LOCK URDNSEATtl II3 pi THUMB SORE W INTO I ED INSERT V 0 T 115 AT 1/3 SPAN TO SPAN FROM BOTTOO M OF SHUTTER. EIVMG HOLD SHALLL BE "EIGHITIOTII, UP TO TO I" }3 OUTSIDE CORNER CLOSURE DTYPICAL CC1 DETAILS WO/CORNER POST N 1'S O TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST NTS !ND STRIP SCHEDUL! (OUTSIDE) EOY GREARN59YU O.L IO/.C9 1KW 640WN EN EXOSIRIF Y uxewu, exo HNx9 xE01Nxe• E•xC A90•AMC N ONUE NOl6VN1 N Wlt!t iUCUUIl .140 uKxoN sereaxe a umN• TEIE uxew oANo2o N9Lnoexo S1XV. �L'4Jffd'7.!7 s'}�wl ��a�i�a �WCWRA !�(Y[!•�L��TEVEIIEE' t.7t maw i � � r �L�yyl�fik+)+_JJJ `im` `YIFi� i ��lmwy�mmfrFLJ5� �SIIfY:�i ALTERNATE END STRIP DETAIL SCALE, 3" . 1'-0" EXISTING (INSIDE) SILL T W H 2 u (OUTSIDE) 1 1 .15-2338 USE (1) BOX LOCK AT 1/3 kYa� SPAN TO 2/3 SPAN FROM !dam BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE- 3" . 1--0" I E-. t 2 FASTENERS EACH ANGLE - V.2•'."a OR 2. A 2'.1/w ALUM ANGLE - THREE 3/lb"0 ALUM POP RIVETS OR THREE 012 SMS, TABLE A (m) PRESSURE VS ALUDIYA IM LENGTH PSF Z1G'aaUUT 35R11 N9 WG T __No.&'0 62 130• IBB' 22 12e IJ9' 92 119• IT2• 92 110 I65• m2 110• 16V m Iw l9r 10 9r 131• 9T lie BEE TEBLF A FOR SIZE, �N C2 CONNECTION TY /� REFERENCE ANCHI SCHEDULE FOR. MI / SPACING Cl E REFERENCE AANCHNECTION 13 SCHEDULE FOR Mt _ I SPACING 113/16'm ALUM POP ). 1 I ALTERNATE THOU BOLT CI C(1NIJECiION TYPE RIVET OR N12 SMS I REFERENCE ANCHOR � (u 1b" O.0 (TYR 1 i �I SCHEDULE FOR MAX. �I(�'^ Lal I SPACING -MAY USE MALE OR �; I II FEMALE LOCH -SLAT) 1 � � / class CC3 L ICAL CORNER CLOSURE DETAILS - pH DOOR �` NTS ` Nl2f?NAtF W PREUIU PSF WRM JO WRH B/O 63 ITT 166' R LOT I>t B2 101' IIT 92 97 IW BIG 9C 13T IV BP III• 7V 10T IMP 99• 3/16 RIVET OR SMS (0 u, U.0 ON ON 1/4-34 NUT Y bOLi ❑TP.1, 311." ALUM POP ALUN. TUBE RIVET ON N12 SMS 6063-T6 ALLOY Wlti"OC. ITYP.1 EL TABELB FOR SIZE 2 FASTENERS EACH ANGLE t" .2 . 093" b06f-16 ALUM -`' TMNEE 3/1W. ALUM ANGLE. TYPL POP RIVETS OR p - 1 HREE 012 SHE, TYP. 13 OR 2' . 2` v6'. ALUM ANGIE USC MALE OR FEMALE LOCI( -SLAM ' ALUM. l0" N12. 1/2"OALVANIZEO\ (OUTSIDE) UH 5.5. SMS, lll4 . ALUMS CCA TYPICAL CORNER CLOSURE DETAILS Pop RIVET, OR 1/A-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT X NUT SCALE' 3" . 1'-V GL STRUCTURE DO )TTOMI* STATE OF ANGLE TO TUBE CONNECTION 1063!T6 ALUM.. TUBE CD ALTERNATE BUILD OUT MOUNT SECTION SCALE . 3•'. 1'- 0" i01H. PY LE APPLIGBIE AT TOP 6F Ix_• _63.9 99A PM /__ ANO OR BOTTOM 661N. •/•STDP51� u 2. OR 3- OLR �� 3 Two 1/2'MIN. �4 2'XT XYi% - Aw ( HOU TI OVO CONRNU01 , (�N4 X OZm' 2' X6ALLIM CONTINUOUS 4 yA oA, 6061•T6AWMINUM 60 OA6 ANGLE 0.9-MIN, TMI 2' AWN TRACK MGM FASTENED TO TO ANGLE WI (, I MISTING 3 KSI MACHINESCI 5 6 C4 CONNECTION ME CONCRETE MOST FROM ENDS RFFEk6NCE ANCHOR STRUCTURE WITH FOR THE GAL - SCHEUULE FOCI MAX. Y4'O ELM ULTRACONS 2.1/2' MIN. PACING AT 3- FROM ENDS AND MISTING C \ A' O.C. FOR BALANCE HOSTSTRU wow 1%. MIN PSI MIN) EXISTING CONCRETE, EMBEDMENTAND 26p 5EE TABLE C POP MAX SPAN AND MIN EDGE DISTANCE, BLOCK OR WOOD FRAMING STAGGERED WITH 3- EE INSIDE SILL MOUNT SECTION MIN. SPACING, TYP. BUILDOUT MOUNT E SCALE, NTS sGLc � e-. r- 0- 6 m r Gm 2 FOR kTAlIIkTAl o w GLASS CAQUIEL EE n ¢w ¢o r OR UOCR SEE TABLE 1 IMILE4 ~ M ORGLASS OR DOUR — DO FOR HYX2 Q m S I't Z 1CK DID EgfwN 10 CLABS STO GLASS t3 hWao X jml a1W. 413O V/16'0 NUT @ 12'DOLT OR LOCK NUT (d 12"OLOR xII . SINS E S £ I- m OR 3/t6"0 ALUM. POP ALUM, a OR OR 3/16"m ALUM POP 0 AL M z l W D RIVETS 0 6" OC OR 1/4"0 F RIVETS E96"O( ES ` �I ALUM POP RIVETS m iT' 0.0 C OR I/4"0 ALUM. POP RIVETS /'- m AND Cm 12" O.0 E.S I A 1/4" MA% f OM PIN ASSEMBLY AS ANOO UIT BUSHING ASSEMBLY WASHERWr / 1/2" 1/2 TYP EXISTING CONCRETE. w or BLOCK OR WOOD FRAMING w / 3 CONNECTION TYPE / EDGE REFERENCE ANCHOR ' GIST. SCHEDULE FOR MAX SPACING AS SHOWN 3 CONNECTION TYPE IN DIAGRAM ON PG. 101 / REFERENCE ANCHOR EXISTING CUNC SCHEDULE FOR MAX. BLOCK OR WOOD FR SPACING. ALT FASTENER / ® LOCATION FRONT AND / I/4"Ma%.FROM BACK ANCHORS NOT RED ( PIN GUIDE TO WITH THIS LOCATION I BUSHING WASHER A INSIDE MOUNT SECTION (IIYPI SCALE .3"=1'-0" \I / NOTED FOR DETAILS A. B. O.—AND E ON / THE pASE TRACK MAY BE INSTALLED WITH 1/4" GAPS, PROVIDED THAT EAT A MINIMUM OF TWO SETS OF ANCHORS TYP BOTTO MINIMUM OF 12. LONG, THE SILL OR GET EMBED 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG 10) 1/1 -20 S.S. MACHINE SCREW & NUT LN 12"GO © OR L----yYC 3" • 3"'. I/4" CONT 6063-T6 ALUM. ANGLE RE REVERSED AS S AS SHOWN DASHED) OWALL MOUNT SECTION SCALE . 3'. 1'- 0" OINSIDE MOUNT SECTION SCALE 3". V- 0" GLASS ' W R DODR — 012.1/2" II" --lIT, O.L. DR 3/161-0 A ~ POP RIVETS 0)6"0d. M ZIZ N 00 OR 1/4"0 ALUM POP � 4G RIVETS Gp 1Z"0C. fWo4 1 OAND08 _ �I^ ASSEMBLY GLASS C4 CONNECTION TYPE OR DOOR REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 10) NER H n °w o EXISTING CONCRETE, J �f SPACING BLOCK OR WOOD FRAMING EMBED. CD BUILD OUT MOUNT SECTION JO'i0N SCALE, 3". V- 0" 4 CONNECTION TYPE W EDOE REFERENCE ANCHOR DIS SCHEDULE FOR MAX EXISTING CONCRE SPACING AS SHOWN BLOCK OR W000 FRAHING C4 CONNECTION TYPE IN DIAGRAM ON PG, 101 DEFERENCE ANCHOR 1112 v 1/2" EMS Cm 12" SCHEDULE FOR MAX O.C. OR 3/16"0 ALUM SPACING. ALI. FASTENER POP RIVETS (m 6" 01 C. LOCATION. FRONT AND OR 1/4"0 ALUM P BACK ANCHORS NOT REO'O RIVETS Cm II" O.0 WITH THIS LOCATION OCEILING. / INSIDF MOUNT SECTION SCALE 3"• V- 0" W/NUT Cot Z OR. SNS at ITYP TOP_I W% EXTRUSION bt ~mTwG Imn a��ilw y202E1 awuQa / 1 CZ CONNECTION TYPE IN EXTRUSION yy1 'C5 CONNECTION TYPE W/ EXTRUSION Ni VSREFERENCE ANCHOR SCHEDULE FOR MAX PACING EXISTING CONCRETE. BLOCK OR WOOD FRAMING OWALL/BUILD OUT SEC 10� N SCALE , 3". 1'- 0" ON GLASS f0A MIN SEPMA710M 10 OP LASS o W 13p� DOUR Wuu Wn I x"" I inn �I L I r !i Tw111/C'm �ennn EXISTIN ry STRUCT p 1/4"0 ALL POINTS SOLID j SET ANCHORS WITH '!/W MIN,— z EMBEOMENTIN CONCRETE OR wOLOCK, 3" H A •� D SPACING AND " 3" MIIJ EDGE X DIS 1'ANCE. c L 3" MIN- ED. DISI, IM PIN GUIDE ASHER (TYP.) GLASS OR DOOR TMREAOED.PENETRATION T" INTO CUNT EIi OF STUDS 'tr 3"MIIJ E0, DIS1'. EMB 14 SMS C. MIDSPAN BETWEEN S 7U05 FOR TRACK 10 1- x C' PLYWOOD & TUBECONNECTION 1/4"0 ALI, STU(CO FINISH 1" X r x POBRS e-I.10 : ,125" 6063-T6 ALUM. TUBE SEi ANCHORS WITH T/B" MIN. fMOEbMENY IN THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. 21,0CK, 3" MIN- �';� WALL MOUNT SECTION Trns o6raa MAv PACINO AND 3 DIN EDGE U SCALE 3'+ 1' 0" ALSO BE USED EXIST MG - AT TOP BTRUCIUf+E -GLASS OR DOT FM MIN. 14 ib �`1 PASS TMRU DETAIL `J SCALE : 3"+ 1'- 0" � o 13 i N T LEG DIRECTION N863-Tb ALUMINpM ANGLES PER BEAM ENO, SIZE PER SPAN TUBE SCHEDULE ACCESS J BOLTS FOR 111-20 MACHINE BOLT W/NUT Q0 12" 0.0 OR - N14 a 314" SMS 6" O.C.. SPAN TUBE PER DESIGN SCHEDULE oLA MW NR Woo "NeI m Y�Q �HH 2] JN SPµ TUBESCHEe1RE -_ ALLOWABLETIBEJ22 F NIMWEfl OF N¢ TUBE age SHUTTER SPANANU SPAN 8 ANCHOILS PER ftdnioP TOP BORCMTbA TOP BOTTOM TUBE BE TUBE TUBE TIIBE/I Iz z.. arrU.12G• � 191.T M.rx =0>DY BBB• MA•Y 3 3 7 3• 1hB]I Br 1 I• ISM z 3 1• T• 0.12r OB• MI% I21e• 3 a r r 133" XDW10BA' ♦ ♦ la•1'xa1 W' IM.r 3 3 T 7- '0.128' M• 1x2A• m9.r 3 ♦ T• Ir 13r IISA' ta7.r3 ♦ a 1r 13' Yx101t Br I.A- x♦O.r x r 3 ♦ 7• 1 ta• M• MS. r1e.Vav- x ] a 1r 16• ?` SPAN TUBE PER DESIGN L SCHEDULE I"-ZO MAIHINC BOLT 921 6063-TG ALUMINUM W /NUT DO12" O.0 ANGLES PER BEAM END, OR 01L x 3/4" SMS co 512E PEO SPAN IUSE 6" O.C. SCHEDULE ALT. LEG DINEC TION ACCESS HOLE EMBED MAX DESIGN LOAD • a72 PSF Oj BEAM SPAN SECTION SCALE 3 T- 0" ;;X_ t/4" MA. FROM PIN GUIDE TO BUSHIWG WASHER ITYP.1 TTTTT7�77�T///�TT��•qqq1/C' iILE TYPALY"""FINISIIMATERIAL 3/4"PL YWCDO 111."0 A325 GRADE THRU BOLT CA 7" O.0 OR 5116"0 A325 GRADE THIRD BOLT a 12" UC GALV. OR S.S. 1/4"0 ELCO ULTRACON TO CONCRETE/CHIT 5"O.0 W/1-1/4"MIN. EMB OR 1/4"0 LAG SCREW 00 9" O.0 W/1-7/B" Mill. EMB. IN WOOD SG•O.42. TO 0.55. 2" x 5" x 1/$" CONT ALUM ANGLE (6063-T6) (MAX. DESIGN LOAD x 72 11 1 1" x 4" x 1/8' 6063-T6 ALUM'. TUBE W/ THREE i/4"0 WOOD LAG SCREWS WITH 2-3/4" MINIMUM THREADED PENCTR."T"IN WOOD (I EACH RAFTER OF TRUSSI, 24" O.C. MAX, WHERE TUBE EXTENDS BEYOND MAX. DESIGN LOAD +TT P.E.F.1 SPANTUOERGNEDLIVLE ILOTBSI 1. USE`.3'7'x174'O I x5'vgq' ANGLER F0R2'x5' B 2'x6' BEAMS, 2. USE 3`x5'xl/qx ANGLES FOR 2'xB' N 2'xIO' BEAMS. 3. USE. BEAM SCHEDULE FOR DETAIL J. A. TOP R BOTTOM BEAMS MAY BE USED TOGETHER OR IN .COMBINATION WITH OTHER CONNECTION DETAILS, WHERE USED TOGETHER, BEAM NOV Be LIMITED TO TOP BEAMSPANS. S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE MD BELOW THE BEAM. MID -SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS ANCHORS, ANGLES AND 'BOLTSI WITH THE SHMER SPAN TAX N AS THE SUM OF.THE SPANS ABODE AND BELOW THE BEAN. 6. LAPBEAMSARENOTALLOWED. T. ALL BEAMS AND ANGLES TO BE 6063-76 ALUMINUM. 1/2" O I I eal _ I � � 5fi J _B 2" x 5" A 1/B" 606346 w `iO ALUM, ANGLE W/THREE �mioo 1/4"0 WOOD LAG M4, SCREWS WITH 2-3/4" 13 ir2uw MINIMUM THREADED "Domes PENCTR."T"IIJ WOOD III Z'M EACH RAFTER OF TRUSS, 24' OX MAX WHERE 1 �Pn ANGLE EXTENDS BEYOND Y LAST TRUSS MORE THAN 6". EXTEND ANGLE TO NEXT TRUSS. OTRUSS MOUNT SECTION SCALE : 3"+ V0" 'u M 15-2338 8 E 9 I Ims I ((9o?1 83HSVM .0-.331 77- S 13WdS 031N0A a3ad3H SMOVN IN HSINW ,0-,1 -.c O1Y.15 Sd S8311.OHS 80d NOUO3S 31tlN8311tl 'dAl 3131d OJ 83d 5tl IN;15b3 OMl 1 INHINIW V H11M 9NIJVdS 3NV a 3N315Vi a3AOUddV Will OMl i 0'NI14'NOI110N0 ON11Nn0W a3AOUddV--.. .1 319V1433V SI 9NIJV dS HOJqINV A4I83A 01 JdAi NORO3NN00 YO NO O3SVa 3lnORHJS a0H3NV 33S 1nJ ,.Y HJVa M N3N31SV4 �— L10110a N d01 �' 1A1 '(aiNl 1VNOI1100V a0i �d1 (I d11IV13a 33513 n H Nub SlVM1tl31Nl ,.Y NI in) �9 UI�S IVI931tl{y .u0 A �,.E HSINIJ VN11S,X*i 13a ll1S 1Nna .0-.I - S :IMM S831111HS 80d N01103S 'ddl Id w01 LOO dAl ('dill g 1 a13O1 109 HidISOO �'i�u0tli'Nvu ..♦/t \ ` / , A -.I X • 31b3s^ \ 1IV130 1115 SS3338 O -11V13a NOV81 80013 3AUVi10330 `N \ Isla 8 31VJ5 \\ 4 NJ IIVM O 3a013na151sOH 9NI151%3 allam 3lgVld3):)VVNIW 0H� Stla40Ntl aaOM I O N30Hd \ / Goom 3/ a0 313a]NOJ19NI1SIX3 \ 3� 9NIJV)s o/ ., IW W 31na3H3s L l 39 0 _ ki Ntl33NNOD" NIW l/L-I II11M']a 11 N01103NNOD 90 p -02 N) NO]dv I - Z m AZ. N N Np� n yym Zvi �(. El >• ' m-(c pOLI IS 2 2 mD. mX D i Ol 1pllb!lYd3S pn n In '79bEtnt wiec ^ m -1 as 3 yxoy nJ n w avia vo No ssvw _moo mz as ri r ANCHOR LOAD (p6N 2.5- MIN EDGE DISTANCE SPA. UO CONN Cl M C3 To 616, TYPE I CA I CS 1 0 5"m UU TO B'-B" CONN TYPE G M C3 G CS f CG SMnI U. To 131w, CONN TYPE Cl 1 C2 1 CI LI I CS I G t/I` RW TAPCGi OR SILO ULTRACON WITH I-3N' <B 63 16.0" 16.0"13.0" i6.d' H` 16.d116yp 14.5^ 16.0" I6.0" IB.O" 16.p 10.5" B.p JOG- T.0" 16.0"13.d' 11W IBM 15.5" 11.p tB.O" t0.0" IV' 5.0" 6.0" 4.W 9.5" 6.0" 9.0" 1& EMBED (31920 MINCONG - __ _ Try• MILLENNM MTI1PASi WITH 1.3/4' EMBED(33)SNII MIN CONCRETE) --•E U9 1L0 CRETEFLL%55/ W/ 2' EMBFD(33SOpI MIN CONIC) �auD3c. )] 16.p 16.0" IO.p 9.5" 16.0" t].5" 15.5" ]6.0" 6,5• 6A" 9.p 9.a" Ito 200 IB- 14.5^ . I6.d' 14.S" 6.0" f6.p 6.0" Ifi.p 5.5• ' 16.0" SS" 16.0" 0.5" S.0" 16.0" 9.W ).5' 16.0° 7.5" 6.0" I8.0" 4,0" 11.0" 10_! 4.6" 16,0" 6.0" 5.0" 140 ),!^ 14.0 6.p 345' 1 60 9.0" 9d^ 62 )3 1_M' I6.d' M&W 18.p 13.0" 10.5" i1_0" 9.5" 16.W 16.p 1S8' 13.5" 16.0" 19.9' 16.p 14.p 8.0" 6.5' ].0') 6.0" Il_p 9.0" ILP 9.5' 10.0° 6.5" 9A" )'.0" 9.p 4.0" 4.W 5.5" J.5° III 200 --10.0"16.p 13.p 6.5" 13.0" S.T 6.0" 1fi.0"16.0"lb.p 5.5• 8.0" / �� 9.0" 8.0" >A" 4.0" p• 9.6• CO- 6.S• 5. ', 5 5.5• 16.0"]6.p b..6 5.. 16."I 0 b.p " Ifi.p 55' -- 160114.0" 6d' 5.!• - 16.p l.0 B.S' R.A 5.!• -- II_0" 63 3l0 200 I6.0" 18A" 16.U" f0.d' I6_0" uo--c 160 B.0" 16_O" 15.5" 9.0'T 5.0" 1fiA" 14.5" 9.0" 4.0" I6.0" 16.0" Itr 5.0" 16.0" I6,`0^ 13.0" B.0" 16.0" 16.0• 12.6T IO.p 16.0" m o, JOB" B.0" /2. IO.d' 6A" 9.0" o.p 5.0i1 4.0" fi.p I1. 6.0a 5.0" I6.p 14_p 4.0" B4O" ly!^ 7xa' lo.p la.p 11,9' 10.!" e.a" BA" Y.0" B:p !.0" !.0" 6.5' 5T0" a. 4.0" B.0" 6.5_ SA" 9.p 1110T' 9C5" !A" BA" S 1/4'DW TAPCON OR ELCO ULTRACON WrtN 1-3/4` EMBED (3t9]pS MIN CONIC) (3192PSI MIN CONC) 1' MIN EDGE DISTANCE Cl G C3 G CS Cb Cl C2 0 CA CS C6 Cl C2 L3 G CS G 40 'fil .d' L5" S.5"5.5" J.5" IbA" 16.0" ]y5_ 6.p" Me 160" 16.0" 16.p/ 5.d' 4.5" 16.0' I3.5° 5.5" 40BED FL 130 48 tO:0" 6.0" .p 6.0" 4,5^45- 13.0,I3.0" 16.0" s.rMR I 16.0" 5.0" 1SA' B,S" 13.5" 16.p IS.S• ).5^ 16.0" BA" >.S' 9.5°(1�'1F. 9.T'1N' 1BW 9.5•WITH1-3/9' MILLENIUM MIDEAST EMBED(32)5P9 CONCRETE) 6] 6.p 9.0"8.5" 16.0" 10M 14.W 15. " 5.5" SO" 0.5" ).5"MIN )2 6.p ).5")A" 18.0" 9.5" 11.5^ U.S" 4.9" 4X" ).0' 6.V'110 D.S' .5" 4.5"4.0" / 8.0" / 6.0" 6.5" SS" 1-1/ 55" 1.51, 1 EDO DIERANCE 4A"100 1/4'ALL-POINTS SOUL -SET ANCHOR W/)/B'FMBFD A U4-20 SS MACNME SCREW (300ow WX CONq •� C1 Ci C3 G CS C6 CI .C3 C3 04 CS C6 Cl CI C3 G CS G 90 16.0" 16.0" 9.5" 9.5" I6.0" 10.p 16.0" 18.0" 6.0" S.5" 16.0" ].0" 10.5" Il.0' 3.5" IS" 6.5" 4.5" 62 16.0" 36.0" ].0" 6.5" Ifi.O" B.0" 33.!' 14.5" 9.5" 4.0" 9.0" S.5" ).5" >.0" 4.0" 3.5" R Ifi.O^ 36.0" 4.5" 5.5" lfi.d' ).0" 30.5" 11.0" l.p l.5" 8.5' 9.5" 8.0" B.S. 3.0" 3.0" 130 30p 10.0" 5.0" 1a. 4.0" / . // / 66 " 5.0" 5.0 4.0" 3A" / 3.0" 5.0" 5.0" 4.0" 4.p will 1/4- ALL-FOINTS SOLID -SET ANCHOR W/]/S'EMBED & 1/4-20 5S MACHINE SCREW (30D)pN MIN CONC) • 3' MIN EDGE DIS MHCE Cl I CI C3 I G I CS I Cfi I Cl I C2 I C3 I C4 I C5 I C6 Cl CI 1 Cl IN 1 CS C6 48 16.0" 16A" 16.0"16.0"13.0" 62 lfi.d' 16.p 16.0" 15.0" 16.0" 18.d' 16.0" 16.0" 10_0" 9.0"y15.p 13 5• @.5^ 31.Y 6.0" 5.5" LO" 9.0" ]T I6.0" I6.p 13.0" I10 I6.0" 0.0- 7.0" 10.0" 11�0" IO.S' 9.0" S.0" 4.5" 5.5" B.0" B.5" ).0" 4.0" 3.5" 4.5" 1 6.5" 100 8.5" 7.0^ 4.0" 3.S' 1/4-POWERS SS DROP -IX Wt 114-20 SS MIT AND V EMBED(3000pD MIN CONIC) f�-�1 •W^�" 1.0/E MI EDGE DISTANCE Cl C2 C3 G C5 OS D3 C3 C3 G CS Cb Cl I C3 C3 G CS C6 IB 16.0" 1fi.0" 16.0" 16.0" Ib.O" Ifi.O" 16.0" 16.p 30.0' 9.5" 16.0" I3.0' IIA" 13.5" 6.0" 6.5" ].5" 9.0" 63 �R i10_ I6,0" I8.0 I1.0" I6.0" 16.0_' 11.0" 1].0" 9.5" 6.5" lL0" Q_0" 5.0' 16.d' 16.q '6.5" N.,- f3.F 6.6" 15.0° 12.0" 'lT0" ]MIND Ib.p 6.0" >.!• _.- fi.!' 10.P 10.9" 05' B.0" ].p 5.W s.p >.0" !.p 5.!" 6.0" 6A° 5.8. s:n•' 1/4• POWERS SS DROP -IN W/ I/4.20 55 BOLT AND 1` EMBED(300IBE MIN CONCI Cl 1 C2 1 O 1 G I CS 1 C6 [11 C3 C3 1 G I C9 I C6 CI C2 C3 G CS G 48 16.0" IN 16.0"18.d' 18.0" 11.0' 10.0' 16. 14. ' 1].0 fit INN 16A" I3.d' 13_p 1.. ' 151T 16.0" 10.0" 0_0_' j.0" 10.5" ll.d' 9.0" B. 5,0" 5.p ].5• )2 -Ii- __. 16.0" 36.0" 9.3" lfi.d' 15.9" j]�0"". 6.0° 1 ,0" SA" 6.!" _ 5.$" B.0" _ B,5" S.S" S. )�S_ S.U" 6,0" S !' 5_0'_ SA" 6.5• -6;A 9 !2 110 300 -o-w 6.0" 5.0" 1.F 8.0" 6.0"" 95' / LO" / 5.5" 112 SINS W/1'EYEWALL 2^ MIN EDGE Din"" CI 73 C3 G -cs7 C6 Cl CY C3 G CS C6 Cl CI C3 C4 CS C6 ARMOR INSERT W/2-EMBED (20004 MIN CONIC) qB 16.0" 16.0" 13.0" 13.0" 46.0" IJ.S" 16.0" I6.0" 8.0" ).5" 16.d' 9.5" 14.5'I 62 16.0" 1&d' 9.5" 9.0" 16.0" !08 16.0" 16.0" 6.0" B.S.- l2S' >.5" f0.5" 73 I6.0` 3fi.0" B.0• ).5'_ 16_0" 9.5' 14.5" ISO." 5.0_' 4.5" 9,0" 6�5 85" 3.0" 1.5" 4y5" 110].5• 13.5" 13.5_ 1.5"4.0" 8.p -6.0" 6.5" ).0 J.P' 4.5" �.p .0) 100 >.0° i5'_ 3.5" ].S" ),.v S.5" _._ __ tl]SINS INSERT Wj 2.5- EARMOR MBED(NSEBT W/1.5' EMBED (i00ppsl MIN CONIC) 6B I6.0" 16.0" I6.0" 16d' 16.0" I6A" 16.a" 16.0. 11.5" 1Lp 16.02 14.0" 16.d' fit I6.0" Ifi.O° 13.5" 13.0" 16.0" 15.5. 160' 16.0" 8.5' 0.0" Ifi.p Il.p )1 I6.OJ 16A_ iLd' 10.5" I6.0" 1].5" I6A' U0- 9.5" S.S" ].0" 4.5- 6.5" 4.0" 11.!' 5.5" 9.T 6.0" ILw 11W. 9.0" 200 3D0 9A". ].5" i.5° l.0" 4.5" 4.0" 9A" ].5" J.5" 3.0" 4.5" 5.0" 9.0" ] v SITYP IRS d OUTSIDE TOP fLANOE SECTION XSIEE SPACNG O : �;•LICEW6� . 0 0 0 ' 3F NO Pf0046549 has TYP. _: ARCH v 5 fa INSIDE 3 OR© HEAOER� LL BOT. FLANGE ANCHOR 6'EE SPACING SE[TIOIJ XI �', STATE OP NOTE. "S" INDICATES ANCHOR SCHEDULE SPAC114G '/11111111111\\ �W W ps SPACING DIAGRAM FOR Cl CONNECTION TYPE: - Cl CONNECTIO19 TYPE USING PICCE a OR © (�� 7y Via,$'@` §ID q BFII I4.11 ��9t /COMBINATION Qq IT / 1' COMBINATION W h�k6 W 9 / ID 9 COMBINATION tiD O 1ai TYP, 2a51TYP1 NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. M E SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: WV6 - C3 CONNECTION TYPE USING PIECE WITH OUTSIDE ANCHORS ONLY OUT5IDEEANCOHORS ONLYIND PIECE ®OR ®WITH r e W� p S ANCHOR NOTES' 1 ONLY. ALLAWABSIEESTORM SHUTTER SPAYS FOR SPEUNFIC WADS MUSTBBEG LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE (P91). 2. ENTER ANCHOR SCHEDULE BASED ON THE ENTERING STRUCTURE MATERIAL. �ANN�CnHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR WTHAN ONEQUFLTO SMLA RLOAD ON SHUTTER AND SELECT SPAN GREATER 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MY BE CONCRETE AS}M G9D HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE IGICHOR SCHEDULE FOR PROPER CONNECTIOON TYPE. SEE CONNECTION DETAILS FO IDENTIFICATION STRUCTURE OFA� CONNECTIONTYPE. S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 6. IN ACCO DANCE VPM MANUFACTUURERS' RECOMMENDATIONS. EMBEDMENT D LENGGTTHS SHALL BE AS NOTED AND OO NOT INCLUDE STUCCO OR OTHER FlNISHES� ). WHERE EXISTING STRUCTURR IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE IWO ADMl AW WOOD FRAMING MEMBELRSS$DRE PIEIFS OD. FASTENING TO PLYWOOD IS ACCEPTASLE ONLY FOR B. WHERE LONCCOppTED IF CENTER OF NOMINAL N X 4' MIN WOOD MD. HAVE DISTAPHILLICPAN MTECEPTAD OR US FOR WOOD FMMINN, LNG SCREWS S49 0. BASBNHAAAVEBIRPA2,TNUHD0RAFEINACORNUMYHTHEANEAUSSEA0WR HEAD (SIDEWAU( BOLT), U.O.N. 4TA&RHWIIImIp 15 233E ® DESIGNATES ANCHOR CONDITIONS WHICH ME NOT ACCEPTABLE USES. SCALE. + DESIGNATES ANCHORS WHICH ME REMOVABLE IW REMOVING MACHINE SCREW, PAW BEElavman NUT OR WASHER WINGNW, 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 11. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO CONCRINTO HOLLOW ETE SCREWS BLOCaUW BLSHO OCK LL IMPACT DRILLS BE USED TO INSTALL /T 0 ylLlll