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HomeMy WebLinkAboutproduct aprroval MN GLASS -. .. .. ......._. STt.�L; 9 A40 t>C It 0 P,4' GLASS SEPARATION z [/. OR DOOR. • PER TABLEz t31�o� .\\� `7 ¢.w y\-P w Q C" GLASS OR �0 � NO'p "" ¢2 GLASS OR!7 T7 TMN CLASS _ I {'. DOOR,. SEPARATION ' ' ¢L w0rr. rMN 0.A5C5 I 2 w 2 m TION Z •�-It(yt .Z UT 7 ` L , ��(f Way 11 Cl CONNECTION TYPE x.w'K $t m '1/4"MAX,FROM PIN GUIDE ' ¢ REFERENCE ANCHOR 1 ¢ O z TO BUSHING WASHER LTYP)„ 2a ¢w SCHEDULE FOR MAX. _ I '; B ! .•:;WO 1/4,10 WOOD E 250 :. SPACIN Ca` a,A .If�?IL' Cfi Is: I .LAG SCRE WS@24 _ - „4'F ONNE E710N OR 250=1 �W� w' [[ -0,C MAX WITH 2" - �w THREADED PENETRATION / RE ERENC ANC , t D. i - T" IN 70 CENTER OF 2X STUDS F P FOR MAX N., 1a� f! SCHEDULE SPACINGIto EMB '7' -iti4 SMS @ MIDSPAN BEI WEEN -k �i STUDS FOR TRACK TO 1"'x 4e, /, ✓ Is r, ,/`-f /•I Oa' EXISTING HOST STRUCTURE J; " PLYWOOD 8..� TUBE DONNE'* ;;✓`� STUCCO FIN�=- 1••x c^-x 125" ° ' 6063-T6 ALUM TUBE .,, N- 2 �.� TM15 DETAIL TO BE used WHEN sruo SPACING ,DECORATIVE. FLOOR TRACK DETAIL ;( WALL MOUNT.SILL DETAIL .: 1u�8 .,SCALE 3"c t'-0 `SCALE 3 E XCEEOS THE MAX.ALLOWABLE ANCHOR SPACING.I, t��K'-d v 1 G l WALL MOUNT SECTION ' THIS DETAIL MAY '.p '✓ SCALE 3'-P-0- ALSO BE USED rI ri.. .. .. ....AT TOP..... m m2 f, , O. !: ACCORDION SHUTTER a I o• ' PER PRODUCT APPROVAL r mw--- MN GLASS —GLASS DOS Q F. ~ c N SEPARATION O.• :13 � F P m _^ PER m TABLE , EXISTING WOOD IG=042) APPLICABLE ATTOP .z Iz TRUSS OR RAFTER - AND OR BOTTOM Q a X ,¢ 'M t"MAX O C :2L t7f'7�-it2.: .._ - 0. -2�OR3^- � I � � i 'm EXISTING FINISH 1 a `' .... - MATERIAL:, 1/2 MIN. ♦ S 6 I "� 1/4:'MAX FROM PIN GUIDE 2"z 5"x 1/B"6063 T6 �t /I. .f'I �. R ••"�' - TO BUSHING WASHER ITYP 1 2"x3"x'e"x CONTINUOUS OR I "'2.175" ALUM ANGLE W/THREE - TILE ITYP) 1/4"m WOOD LAG 2".2x%"x CONTINUOUS 1 6061-76 ALUMINUM ANGLE " 51 ;" ,A11KK_ s FINISH MATERIAL - SCREWS WITH 2-3/4" I,, y- "1..dS.. :.11\S MINIMUM THREADED I\ (' 3/4"PLYWOOD J. 1/4`m A325 GRADE THRU BOLT 7"0 C PENET R;^T`IN W000 @ _I �I FAS MIN.THICK 6061-T6WITH 1/4 20 % ., " @ EACH RAFTER OF TRUSS I - I &•I FASTENED TO ANGLE WTI}i 1/4-20 OR S/16�"m A325 GRADE THRU BOLT ta"O[ , ANGLE FASTENED TO - I $ _ @ 24"O.C.MAX WHERE 's ..l EXISTING 3 KSI CONCRETE -' MACHINE SCREWS AT 3'FROM ENDS - GAL V OR S S ANGLE EXTENDS BEYOND HOST STRUCTURE WITH AND 9'O.C.FOR THE BALANCE •.-,` LAST TRUSS MORE THAN }T{fi�ttA )'i 0 ELCO ULTRACONS AT "m ELCO ULTRACON TO fi'"t EXTEND ANGLE TO p .- i ''EXISTING CONCRETE HOST ,, S"0 C.W/1-1/4`MIN EMB. w I _ "3"FROM ENDS AND 4"0 G - 2-1/2•MIN STRUCTURE(3000 PSI MIN) _ OR 1/t"m LAG SCREW @ 4-0 C W/1-7/8" NEXT TRUSS,. ,A„W iQ I FOR BALANCE WITH 1}'i .'.,- - .-. - ...... -...-_ ✓' MIN-EMB IN WOOD SG=O t2 TO 0 55 w 91 fi3+. MIN EMBEDMENT AND 2K .MAX.DESIGN LOAD ATS O•MAX SPAN: `* EXISTING CONCRETE, MIN EDGE DIVANCE, - f62 PS.F. HOLLOW BLOCK OR N,r`' m �'(• STAGGERED WITH 3'MIN, MAX.iLOAD AT60 MAX SPAN: WOOD FRAMING SEE r ". "Nr SPACING,TYP t52 PS.F ANCHOR SCHEO15-2339 2'" 5"x 1/Bi"CDNT X Z MhYJR ''- ALUM.ANGLE(6063-T61 ¢,W.p¢ MIKIL �aE :: .... .... BASED ON TYPE O _ � � ... Eil scAt[r' X114 OLl p,G"ItIT STRUCTURE �N HOa: oA6saeaeRSPsrans O SC.f"..E NTS FAX DESIGN LOAD_72 P S F - ° gg PASS THRU.DETAIL ,; TRUSS MOUNT SECTION Hb SCALE 3".1' 0... _ __ _._.__ _.___..-__.--_! -SCAL-E-.3"='1t-0»_ v - EXISTING HOST ALT.LEG DIRECTION .... i A eNSA1 P, STRUCTURE,.; 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MINg7I�7j ` 12"MIN FROM - EDGE OF ACCORDIONEMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM, ROUND WINDOW r jai EDGE OF SHUTTER,: I_, SHUTTER BLADES ASSEMBLY I/2 SPACING,AND 3'MINIMUM EDGE DISTANCE �•' �pV'iz- '�' I ND VisJ TOP OR BOTTOM - ( 1"`T•tAX s 'ANGLES �6-Dg63-Tfi ALUMKINUM G S -: �•+"`�+ I ... -. � ...._...._.. . . .; SCHciEE_. :., ��, 6540'x•C3 PER:B IR2' PER SPhN TUBE ( .. EMBED � 11 SPAN PER ^-O >D K 1, DESIGN SCHEDULE EDGE OF ACCORD N i { ACCi~55HOLE 114-20,MACHINE BOLT W/NUT �`b,CyE F M' w I $ SHUTTER BLADES IO 1 G 12'O.0 OR t14 x 3/4"SMS 6"O:C. `s n 3.S°MlE 1 ,. .... .. n N � �i7 ' ,H 1 TYPICAL ' ...- .. 1/I z•MAIC 0 1. '. _ .. 3'MIN 3, •. m }G'�'. R 2.875.0 HOLE(TO(RECEIVE 1' DISTANCE �^ ROUND WINDOW ASSEMBLY) - MIN.GLASS 3;. .Z _ pe MAXIMUM OF 3 WINbOWS 4i i EXISTING C SEF yRATION �'o� fJ} J Citi W'k =iF - PER EVERY OTHER BLADE + I GLASS DOOR g 1 LIGHT-N-VIEW WINDOW oEP I EDGE " E y(112`f?Qt. E W d ID 8 N.T.S. EXTERIOR ELN ,�_ D7STAtrCE i- en �1 E o o '.aI,rc'^:HA.rrtlr.+.e+."c0i.iiTa%".>: u^i. 0 .. Z� ' JOUS?t Uv WASHER.,I.YI 3 O~ zu ACCESS if-114=20'MACHINE BOLT W/NUf i w ^w ° •1/2' I 12 O.0 OR$14x3/4'SMS 6'O.C. " �- HOLE 2.87S'O HOLE TO 1 1 RECEIVE ROUND + - �S;4 TUBE PER ry WINOOW:ASSEMBLY EMBED 'r; DESIGN SCHEDULE �Iy 4 3/2 (2)606376 ALUMINUM '. -r'MAX. ANGLES PER BEAM END,SIZE PER SPAN TUBE SCHEDULE EXISTING P S'f1YUR SCHEDULE FBEAM OR RTEQUIRED NUMBERS a � �z 1:14"AL'PQIktTsr SOLTO$ET ANCHORS WITH 7/8"MIN .m g . SPACINSN CApCREMTIENOR Owa FOGS DIS IfC3E MIMMUM 0.125". !- .f 3.0.125" ,_ ..3 _.... p 0.037, 0.032 . o MAX.DESIGN LOAD�t 72 PSF� SPAN TUBE SECTION N.T.S. VERT BECKON SPAN TUBE SCHEDULE gALLOWABLE TUBE NUMBER OF NUMBEROFANCHORSPER �-M'"'UMANGLE . ROUND TSE SHUTTER: SPAN TL42U-BOLTS ANGLE S LENGTH i+S ': E WINDOW TOP 'BOTTOM TOP IBOTRNA TOP....BOTTOM TOP ' BOTTOM ' I ASSEMBLY TUBE I TUBE TUBE TUBE TUBE TUBE I TUBE I TUBE a S23B 1 .,'117 .b V L 2: 3.' 4• _ Z"' 116• 13s 0.1 ,ces, z s. s F I - 25• a r �5{i3BC . _ ! 121 L .ager' I ox,c a 3 3 4' r 2'x67, W 2297 7670• 2 �2 2 3 4 7 Im Sr' S19.ffi 12t f t 7-. 0 : T,.... .. T7. A. !23_70-25• 109.6' 2. 2 1. 4 4 R 10' tn•. . 6_a_• 4 oz;BZs o3s5D }'D.1Be" t '6' Ti22r fur z z 3 a r 10 } £ I}g• . q 777 115A 137.5• 1 Y 3. a 9. I. IT 7 iS W1 i Q�k 1 00 1 1561 ...240.0 2 I 2 J .4 } r..':i 10•- t+ty I / z7A87 9 . 14as I z9a y__ a :' s. Ia a 15 1 i z �1 LIGHT-N-VIEW.WINDOW t� r, 0.187S. 1'3 1.a3 : 2031 I 3 �d 6 7• 13 ':' 1p WNR04FWL LFRSV�3AE 29: N.T.S. SABIC PLASTICS SLX1431T-UL-94H6 _ �"•. i SPAN TUBE SCHEDULE NOTES; ti 2. USE`2'xSmXI/4.AOR NG ><5 FORA'ANGLES FOR 2X5•&2°x6•BEAMS. 15-2339. 2 2. USE BEAM lCH ANGLES FOR 2'x8'&2'x10°BEAMS. ' R a g 3. USE BEAM SCHEDULE FOR DETAIL 3/8. a - 4. TOP&BOTTOMBEAMS MAY DE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHERft,,BEAM MUST BE LIMITED TO TOP BEAM SPANS. Z S. SPAN TUBES MAYBE USED INA MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND ¢$� BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, BLADE W/ ROUND WINDOW ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE UM OF THE SPANS N.T.S. EXTERIOR ELF/ ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. i' 7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 0 ANCHOR SCHEDULE: CONCRETE FiL4YK tl<L,Sh4c Z S"MN1 EDGE ptSTANCE.. 1 C, a Soans Up Ta 6'-0" Spans Up To 8 3" 1(•sa �'�� CONN TYPE CONN TYPE -[ANN TYFE Cl 1 C2 C3 1 C4 "'C5 +C3. CZ .Cl t ca �''= 'C& C! C2 C3 i'rY CS'. i@PECV: Y?d TTW TAPCON OR ELCO 43 16;0 34 fl 35 7%i&0#16 p..18 4�Eb @ 9,02 }3 D 56:0"16.0. 9S 5,5 ULTRACON WITH 1 3/4 53 ICT 160 10 5'F14 5' Y6A 1 0 112.6''7.w ias'Sfi:6 15 7 7 5'It", EMBED(3192P1 MIN CONC) 62. Ica".Z&'0" 5.5��F12.3t38 9.ISO 9$'" 545 8,5' SS�Q S5 0 7'S" <5' 7 S"`1D 5' a"0 'R �v x 70 I8.0"33,Q 7.0..:1:0 250`f55" $0: 5:0 75 11.5150b 7�i' 45" 75".'SSS' 7 / a CDMBINATJO3y 0, STgtu C.LL�.•.� I . 100 IS,D"I�•7S 4S" 75 I04"35Q T5 +1.5 TS` SD:S"150 S7:S'45 75'''SQ:S' 7' .�i.T.'a:! ..g../ 10 LOMS(!$A710`fi+�(la" Ay0 M uw 1/41 MILLENIUM MILLFAST 43:16.7;16 9"iS:OC'Efi.D"Sb.O"..ib.d SS D". 9:0 13>.'359^10 D" 6.5. S S. 47.0",.:133" to S�'�1 R;L\. e N I' tS w WJTH.'i-3/4"EMBED.(3275p5'i SS 3&D"I60 I1D",350 180"280 320_710 1105 1&.0"135€Tq` 45 7.51. 9'5" W'.1SG �MJN:CONCRETE) bT16:7'.250 AS'.'.:136 FibA'".Y6D 95 5:5 346 13,5' 137.6". g5', T,5": 4i5",, 70 :6.01112...02T-t..110 369 140 7.p 4'S IB9 105` 23,^af 79,;:.&S ....._... 21247 135'1.70 45. 75 9a" 12 I70 4:5 7S 9S" 13.5 76" 4'3 7,5" a ggg z� a3 t8.0':'ili0 3.b,D"I&gXfdA"35D' Ebp"1315"300 l6.D 180�3Z5" 60. 13,0"'.1q.0 ' DLm ". . {4 ELCO CRETEFLIX 554 a 1. 11,lTY Y. m$ 1'?!2'EMBED(3350P9 MIN 53 18::0"16 7 16:0"Y6 0 16.0"1&V 1b 0"10:$ 15.5^16.0' 3b 2Y 1309:" 6.5" Il r 14,0" '�� �.i W s®_ .C KCI.. 82 380 Y0.a3' 12S 1bQ SYb0 160 42S' 8:D 1.0-116A 156'Y60". &S- 139"..340T 70.1fi d-18D t10S 156 189;IEO 1109' TOt iS5 iS:G' !B O^t10:a" 8..5 f1.0 Ice ��' [n ce 190 160100 fig",�S3N S4A ib0 f100 '8:5'" 119 Sd:6' 166Lu W S HtN EDGE DISTANCE NOTE. 'S"INDICATES ANCHOR SCHEDULE SPACING + ' 61 c2 J C3 Cd 15-1 C3 ' cx c31 u i cs a C7 c3 ra' CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE. 2/4nv';###(( W..PCN OR ELCO "3 15.0"lfi v.T.S'S 8.015.7'S6 0 1$0"-S;9 r 5 5" IC 18 0" 9.0": C2 CONNECTION TYPE USING PIECE0 WITH OUTSIDE ULTBACOK VMTH33/4 S3 3Ys d'.ZS 7"5.S 6S 1b0 Sb 0"'12q r+d 5" T6:0"14.5' 75 � ,' 10 LY° ANCHORS ONLY O �'; EMBED?3252psl MlTd CDNC}. 6 gOq..13a 4S :55' 160 16.0'­99e' 4D 2qS S4S 9S �` la-v - Ct.CONNECTION TYPE USING PIECE®WITH 70 16A 12 S" d6" 50 ux IS'A OUTSIDE ANCHORS ONLY .. __ 304_•Y4 S._ 7,S �'y, ,�j tiC Y45 '�' �21d �1R2II2 UM MILLFAST A9 18.d 28.0 i.,d 13,5'�MCA i&0 13 0 :5,5 ,�SE,3&d 13 q 7 0 J 4 0 b.5": WSTN 314'EYDDD 2#5.+ 59 1&0 Sb.O' &9 IP 0 1&.Q"16 D 40 &a i 7 5 %4:6 10 5 5 3"::�' S " T 1" {I p" - f_ ANCHOR NOTES: k MSN CO CRFT„f^} 62 160 t YY S'+6 0 t A 0 16.0"115€T 0' 4.0 16151, SX 0' SAS' S 5'' 75" ' 70 16 0:;9 S 5 Sw($9 •Ib.D"S3S%S 5"✓..� 5 5 1 BS" IO S.5'' 5.S^ 7S" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING '1'BIYxa'y �'p ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE ¢p 100 10";.5 5"T /.'S.5"i 7,5" 10.5"!5.5". .d 5-S 7;S 10.5- 5 S". J 5:5"17.5" LIMITED TO THOSE.SHOWN IN TABLE 1(Pg 1). u'o m .;1 1/4 MIN EDGE DISTANCl". ,y`X n. �Ii O �I/4 AL".P(5JNTS SOL,t3,-SE'[ - I 2- ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, m:<¢ u ANCtriOr'LV,Jl:!IB=EMBcDA C2 G5 t'CA £5 'Cl £? £3 C4 t5 CS-I CZ I C3 1!1:4. ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR �1tb 2955 T1A£HINB SCREW', 43 SEA .S6D &.5°1145 Ib9"I&Q L12.D#5:,.5" T5.fGq I 5" 85�'::LAD"' UAL TO NEGATIVE DESIGN'LOAD ON SHUTTER AND SELECT SPAN GREATER MPY:CONCI:` 59 18 0 IS 0"e B SSe 00 1b.4".SG.D B.S 4 0 6 0 15.5 F@ tr 5 9" / 4 @": T D',' THAN OR EQUALTO SHUTTER SPAN. . I 62 1&0"11 @ 5 6 ^7 4 '16.^1.1 5 6 S .3:5 5 9 I@ 19 Q^ 5.Q'•P�' 4 @'; 7 0".: 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. I Td SbA^:..9 9 4 5 '4 0 E6,4".10 5 Sa 13:9 4.0-!8.9"30$ 5$".. N 4 0": 7.0'. ^` 3 E SQ$.10,75 6 9v. ' A_Q i R4 ip 0 5.9 ,'• 4 0 i•7:0" 50.0" 5-17"3 4.D" ?A" 4. EXISTING STRUCTURE MAYBE CONCRETE,ASTM 6-90 HOLLOW CONCRETE g g .3`MXM EUVSE DISTANC`. .. BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v 114 A14POINTS SOLID SET ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE c �,a4CH0R Wj 71B EMBEq$. CZ.. C2 C3 i:C4 GS icl I C2 'C3 Cd CS CS {2 J C3 C4' CS'. CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 7f%4 2D 5SMa:CILTJ{E 5tt,Et1. 43 i&D -16 D'16A"!16 d Sb? 16 tl ri6 0 11.5 2&D'L76�:D 25 CONNECTION TYPE. 3(3dD9Ps4 MfN#GONG} §; 24 p 36 w 33.v Ica IGD.SG-9lt4 0 J.$,'�+" 13 5 11q:0 I6 9 B S" it 5" 9.S'.12Q'.' S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE y, : 62 24 U.16.0 1D.V41fi 0'24.0"26 0 11 D:T:0 Ilow 16:0 18.0 8.51, 53 9.5"-12 0" ONLY. ion _%v,':;14 0 iYBA"16,0 %V, 113.0"35.0 B.5"i 5.S 9.5" 12;0 16.$ BiS'1 5.5" 9,5r'32.6": 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED B IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATJONS.EMBEDMENT "" -s2 3 NtNIkD.,+E DI5TANC5 - LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 14-,20 55 B OR NO FINISHES. ,...:..., .w......, C4- .,. 5Y121420 SS.fXOL.T�ANq' 'E CZ C: "�:r41 C5"'Ci CS'ft� C4' 'r.5- .CS '..C2 C3 +cd�� C5:' ",EMBEO(#wpe Ml,"J 43..ib:a:d6 D"I34q y1.60 f6tY',I6$ 14A"�,8:0" F2S'14.(1 Y4D". 7.5"T5.0" BA" 22:5".. 7. VJHE{iw�EXISTING'Si{IUGTLiGlE:15�WOCS9:F{g-�M7tdG;:VJ00D"i$AT.DN .Ct?Jvt7TApNS 9;5"€Sd f ig:ts''.'360 9 5 6.0 10:0"f6:0 13.5". 6:D" d 0 7,D": B:0' YARY,.fiELD VERIFY THAT FASTENERS kRE INTO ADEpUATE VVOOD'PRAMING C r# Q2 280"4.22.5`.T.S'.'12D 16:7` 14.5"17.5 bib BB"..IA.S"11:5^ 6'0" 40 IW B:0•' MEMBERS NOT PLYWOOq FA"s2ENjN�G 7q.FC1',WOOD!"i ACCEPTABIE�ONIY FOR' 6.5":IOS"r16:v'lY.D 4 D' '4.0 9 7 5. D:0'. 32.5 6 0'" 4.0 T_0"'.�8;0" SIDE CS,O URE:FIEGfS, i7 18 Q IIS 8 D 4:0 7,0 1510":11,57! 6:0" 4A -?A":. 8:d^ 8 WHERE TAG SCREVIS i'..A.SIEtQ"f0'NrtRROVI FACE DFSTL30 FRAMJNG;FASiE7tER � e �� 114-POWERS SSDROP-IN ,3112 MIN qGE gZSTASt SHAH.<BE LOIATt:6IN.Cf-:ITER:OF N4^73NAL 2`1c4 (tIIN .WOOD SIU0.:3/B° T+'s .y..�.....;:� EDGE DISTANCE lSiiCCEFTABLE$OR V!t"J11iC2%FPAMI6;-i: R G SCREWS:SHALt. 114774.55 BOLI AND CE. CZ C3 C4 CS :Ci ti C3 €04• C5 C2 C2( C3 +C4: CS' HAVE PHILLIPS PAN HEAD OR HEX HEAD. j Nx N A`EMBED(300,.L MIN 43 1&D 18 0 95,0 lE 4 1&7 6 D"Sa S -tr 7 Y3S.36 D IS 7 7 5. 5 9 9&' 12,0". .. :. .IijCDNC) 57 280.18,4'lO,S'>nS0 1b0.18Q{206 6:S' }05"250 12,9 &0 dp 75" �B;S". 9. MACHFNEST,REW$51tAELHAYE MINIMUMOF l/Z'ENGAGEMENTOFTHREAOS IN. T .. BASE'ANCktORANO'MAY HAVE.EITHER A PAN HEAD,TRUSS HEAD,OR WAFER " Hit 16.0'+7311" 5 0" 12 5 Y&D't9 9 1 t9 0' -5:9 19 6" 124 12 Q b 6'�4 0 7'.5".-8 S"' HEAD(5'IDEWALK:SOLT}U.fl:N. ,yy 1 '�y S9� 7028.0".{2q 5' 7 0 .iib 5f6$:I:5" 6S 415 0 @. 9.5" 220 b.D" d 4 7,5 6:S" ® DESIGNATES •1»" ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES: $g L1tt K 5 . ��1ry n MIN EDGE OISTANCE s DESIGNATES ANCHORS WHICH ARE REMOVABLE B7 REMOVING MACHIN SCREW, � fp�'�1€r'1g. P •�" •• .CS t:C7 C3. Ca C5. CL 'C2 3 C3 CAS:' CS'. NUT OR WASHER WINGNUT. aCK,>h7t'FAAati{;.Tsi7fLN14PI: 412 SHE W/2'EYEWALL C2:.CZ C3 1:..4 ;.CS . ARMOR INSERT W/Z EA7AE,O 43 E4.6".?1b D 1 5";14 6 zb a.:6 9 16 0'?:S"LTD 0..j3s;D»16 0 4:D':; q 5" fiS" zs:S2 12. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (2000ps1 MIH CDNC) .'. S3 l .n"e-16xf 2•c D" T 0 9 S .I'$,atk�6°' 15-2339 62 16A".i 35 0 I7,0"I.95" 16.0'!1&1r, a 4' -4:5 b 5 14414101. EN:'ANCHORING TO t40LLOLV BIF'C?t.SDS DRILLS SHOULD NOT BE USED TO SaliT°s ....... DONLINTO HOICOW BLOCK,IIOR.SHOULD IMPACT DRILLS BE USED TO INSTALL PAag DE8CR1pRaHs; 7p Z6 0 IS2 D"t 6;0'.5 D"YZ6 p"•Iia 1 715111-3:0 !64, 3A:S"34 6" 7'013 5 5 5"':16 0" CONCRETE SCREig6 TO HOLLOW:fltOCK 144 :79 5 �SS f00'IAA"ITq '3r,_5__(S-5 f1p,;LO }40'' 35._755" 146" 12 SMS W/2.75 EYEWALL: d3 18,0'.ib D S6 Q S60%ib.6'16.0 f6.6 10.0{Ldp L140 16;0'1111'§ 8 D 18 D-, ARMOR INSERT W/25" S3 Y D 169 12 I".&0 r16 Q'.1601150 7:5 II6 1$'@ I60"90 S'D 96' 130 - - - - - -- - ----'- - `--- -' - ''�' EMBED(2000Tri Alt CDNC); 62 16.0 1115$ 9.S '13513&Q`i&0"rl S &-�S 195-�i60�24D 90 50 4BD 13:D' 70150TSG0 DO"1215 1b OC 3-7195 a3 B5 1$.0 180 90" 59I89": 3p6 18.D'S.9 @ !5.0'".€:%p €13.dI'1bA' B.4' 1a:0 7 B.p"•93:0 16.d 0.6" SAI_ I_.w.. _ ,,ES,ta £OO4dSu7 RaRD7 P6. ANCHOR SCHEDULE.,CONRET CE;;�CONT.) - ,,, it T°3!£G:MW ED6E,IS25CpeKk .. 34/6'MN EDGE PtSTANCE. a _... Spans Up To 6':0'• SianS Dg Tofl'-3".. ns>Flji's„7,;,,12'A!': Scans UO To d-U" -¢�3rts llnTo B.'T .'. 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