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HomeMy WebLinkAboutProduct Approval Ll BCIS Home Log In User Registration Hot Topics j Submit surcharge Stats&Facts Publications contact Us i BCISSite Map Links Search V �ro ;jP roduct Approval USEblic User thrakut',unrte�>�(°adt=o�,tp({ly yS�ih:;5+tai 6>Aottl7 AYibu lKt>Application Detail • FL# FL13757-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archlved [j Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a'Florida Registered Architect or a Licensed Florida Professional Engineer �1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L,BLANCO,P.E. I� Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 CC7I-..Yildapl pdf SAV5;L k6..+�41 J1r Of. Referenced Standard and Year(of Standard) Standard Year, ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of.Product Standards Certified By Florida Licensed Professional Engineer or Architect I _.... ..•. .. .. - 1 f!! -tTVfAK L'SENH✓<fW?P.E.. 6,.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ L,o 9 �.�Ly-',. GENERAL NOTES: __ �', �7✓g�.. 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING ; NmPE0pg6g4_ CODE SPJ{TIi.EO,IITON'{2Q1'7),FOR USE WITFIIIJ AND OUTSIDE THE HJGH VELOCITY HURRICANE -0 20NE,AND THE;INTERNATiO.VALBUILDtt4GCODE(10C)YtNFJ INTERAL0.`eIONALRE5I0EtvTIAL CODE UNLIMITED WIDTH "(IRC) THIS SYSTEM"MEETS MISSILE LEVEL"O"'Al1PD 1NGLUOIiS ESSENTIAL FACI.LTTiFS AS DEFINEa;IN 1 r O STATE OF ASTh1 E3996-09.SEE PRODJCPEVALUA7ION RFPORT'FOR'MOREINFORMATIOP4,- 3 SECTIONW�m BE 2, POSITIVE AND'NEGATIVE DESIGN PRESSURES CACCULATED'FORUSEWITH THIS SYSTEM SHALL BE.DETERMINED PER SEPARATE ENGINEERSNG IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE OF THE 1! QQ$ q DESIGN RE{TUIREMENTS AS DETERMINEb IfP''ACCOROANCE.WITH A5CE 7"10'ANb'CkIAPTER,itiO4 f/W �1 `zy l'a FCORi0A.8UILDINGCOOESHALLBE.LESSTHAN:OREOUALTO7HE'PO5TTIVE.ORNEGATNE I lWLKgll�t5 PR SSURE:CAPACIIY VALl1ES LT57ED HEREIN FOR'A A55EATSLY:AS.SHO,WN: I f j Izr 3. TESTINGWAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E3886/E1996/E330. � �6` �? 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DMDED BY A 1.5 SAFETY FACTOR. j LU 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION TROM GLAZI14G REQUIRED FOR ALL WIND r: ZONES,IN ACCORDANCE WITH ASTM 1996-09.1TIS3AGCEPTABLE'BY CODE UNLESS OPTIONAL I I PUN VIEW Pe �gEz CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3� 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a o ( I W Y 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE a,, DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR z ( k r WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 SHALL BE USED. z I $ G e. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC a w SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE, ` - _ 9'7.e3.�: .d 'S 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR ut b. a m VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM a 0 m THE STRUCTURAL SUBSTRATES DETAILED HEREIN 1 j E 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ! 3 I z m s. DocuMENrs. HURRICANE PROTECTION j' 12. WHEN-THE SITE CONbITIONS D£VlATE FROM THE5E APPRDVAL DOCUMENTS'THE BUILDINGd I I ! ' I �11 j -BorroM a g OFFICIAL MAY.REQQ'UIR)THATSITE;SPECIFICOOCUMENTS BE PREPARED SI9NED,DATED AND TRAM r S SEALEDSYA'LICEfdSED:ENGINEER.OR'.REGISTEREDARCHITECT WHICHOE7AILANDIUSTIFY-THE �. W S DEVIATION':.AS A CONDITIONTO.THE BUILDING OFFICIAL.GFU I NG HISIHER APPROVAL.; LOCKING MECHANISM,SEE j 13. EACH SHUT R ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOOLLgWING MINIMUM TYPICAL PLAN VIEWS c 5 INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION °' v FORT LAUDERDALE FL `, MISSILE LEVEL D ASTM;E1886 E1996&E330 1 SHUTTER;.ELEVATION TAS 201 202&203 a FLORIDAPRODUCI APPROVALNUMBER N.T.S. "" ExmwoRELEY 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE Z: K.S.I. .: _ C 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A ='' - 'MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL.HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL HVHZ � f$ BOX LOCK AT CENTER OR SIDE CLOSURE. - FACILITIES A $r14 3, 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED A5.'FSELD CONDITIONS REQUIRE. - - sg 18. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING L'OCATIONs:,.Use:REM VABLE ANCHORS. � 'SHUTTER ' .E 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". ,Spy. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH 530'ABOVE >30'ABOVE 530'A80VE >30'ABOVE y 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL-BE PAINTED OR PLATED. _ GRADE GRADE GRADE GRADE Sidi 11 yl9 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADE$OF SLACK.' 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEWtk WATER SEEPAGE IS POSSIBLE. 72" 2-114' 1-518" 2-318" 15/8". 6 K TABLE 1: - 99" __ _ 3-irz _. 1718'_. 3518 1 71F ! TABLE 1 NOTES: 120" 4-I18 2' 4-114 _ 2 ES ; 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" - .4.78 -,- 2'-„.... ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE3 & R" MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: 3 SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMl-DADE COUNTY AND BROWARD COUNTY FLORIDA. 3ag D AT EACH RESPECTIVE SHATTER SPAN. 2. NOIT-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTYxllBltV60i£ POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER ETA- 15-2339 6_1 DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND - BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A � ,.,PRESSURE. ,PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PSE PSF SPAN SHALL BE USED. 4. INSTALLATIONS 1N WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL 10D 100 HAVE 2-7/B'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' ABOVE GRADE.70 70 .. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMIITTED.FOR SPANS BETWEEN THOSE 53 53 INDICATED'ABOVEJTHE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED6. SEPARATION FOR GL455 OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITHASR4 43 .. 40.. .. E3996-09. �• TYI S li I)7 Ra'vK 1. uP tic ,0 BIO STAINLESS STEEL 0,280 4.40' NYLON ALUMINUM HER OR _. 1`4 K� T ASSEMBLY I d 045A" 0.357 Aq �a 1�7r.0 320 0 HOLE f3 b: I':U�10 x 2-3/4'410 HT S.S. 0 276" � b p$���g .:J•S SCREW Wl TC ULTRACOTE 7—q 0 591 ^� •.�- ,I N i ;0.:050 WHEEL ";ti.' 0120^tA:.: {f INTOR� COATING . `-� -� fly. TRACK (TYP TOP ,olp FO r 1 _ _, .� LuAnUE - — :NYLON BUSHING W/WASHER: m w I TYP AT EVERY OTHER 0 750" 7/16'0 x 1/2"@ INTERIOR)OINTTOP D] N55tt }— 5"MAX,—� `.INSIDE JOINT AT TOP. D'87!j`.' - 7/16'D X 1'0 INTERIOR)DINT BOTTOM 0.154-F}; 0:137' `'"��'�L���Pi�1't�'. �l.3� LLN� Z5 2+:. CYLINDER BRASS,NICKEL PLATED '.v EITHER CAN BE USED ON EXTERIOR f7f'rt I T I i t ltiL� ZI D •2 �sg iz ANGLE 1�"i LER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED - F><x wK SCALE HALF SIZE ` B'U H.NG ASSEMBLY DETAIL 26 BOX CENTER INSERT (�jL 5�¢pI 956 .SCALE-HALF SIZE NOTE MAYBE KEY OPERATED OUTSIDE aCALE HALF SIZE SCALE`HALF SIZF. D,=m ¢F -• O0.KEY%T77UMB TURN OPERATED INSIDE. 'Z�X kN p f.4 {-}B.zs°' i� iASS PUSH LOCK $"we24 {I: ��' ,.' I:SCAL Es HALF SIZE" U�i�gsoi 1 978°., 2 125" w W a I -,, g 4 6O3'_...s..:^^� 0 236 1742' 0.286' �1 603•--"i ~m d RO SOD' 0.500, 71k I 1 224• 0.26T R 31 23 Q f OS 053 N r02 81D 0.239_ Jr7l € uQ'ii<•.m W:nM a ls6Dr ! 24 .a F— 2.000 0 t�2.750� 27 RAIN AR 2B f)EOORA1lSr rL(3aR TRACK et a m SCALE' HAL..`•SIZE St—AL H-Lx SI E ''' 0160', T- 0222-j r t Pi.,.'0 062 0.062 0 062 {.}-U 1767 � Is � 30 t1IlIMnTE Lfi}Gs>' 33 MALE BOX CENTER 32 E�hh aL BCk'-CBN'll - 19 moo: : .. _. ...... ,,,., VZ LE HALF PrZ ' SCALE HALF SIZE SCAl:h HALx' : 8 $S00+-x 13116"WIDE. ', ...... 7/16'0 STAINLESS 6 STEEL NUT ^3 — I W �-- y O 0.Y25• I :-. �0.188' .. -- D/iG 18x1 MACHINE SCREW ' .a TYP.� STAINLESS ^ .0;121' 5/i6`01NTERNAL - STEEL +* P,OWOER COATED,ZINC DIE-CAST THREAD T— SECTION A n" 1TDX LACK SCALE:HALF SIZE S.GR�-- ".�4l I�ISrRi 38 �N.�I�IB .Ci, W': .� IDNDUSTRIODESYS�Y ALs'H T.4F SEZE 37 SC'w,LE x�UL�Sf ;O S£:34E FULLSI2£ ? �'U g 3 s� —LOCK..ADAPTER f (OPTIONAL) ^, a Dzsa 40c 40b 40c1 ^ 3 N l D3g END STRIP 1" Id All • 7. o �—z000� ••��. 2'•& 3" EXT 0.125"SCALE HALF SIZE - 5�r it 0.050' P. : OA25 T LFg ' q 0,125"0. O�r7a7iiFaNML'lldiX+JL1D?8 .o rS o_. 0.093" o.2so o r 15-2339 Lu91 @ 7.000, ALT. 1".END.STRIP 1 1.5"x3"x0.093" ANGLE k;2"x3"x0,:125" ANGLE 3 '2X7 ANGLE scALE HALF SIZE SCALE?HALF SIZE 1`SCALE:HALF SIZE ° SCALE.HALF SIZE C' C1 CONNECIION TYPE IM I/ REFERENCE ANCHOR ..-NIS TING HOST' SCHEDULE FOR MAX STRUCTURE SPACINGS C7 CONNECTION TYPE t I A -•'1/4-20 MACHINE BOLT REFERENCE ANCHOR q+p /NUT '12"C C OR •p ". SCHEDULE FOR MAXI ! 7E 1r, #i»SM5 fal 6"O C IT 1 SPACIING i s T]J2 `...`. (TYP TOP&BO'T OM) ALCM-"TUBEa.. EACH _:. G;EE'T `>BLE..A�OR SIZE. n0li�D�� �5 dF Ogt,� � EACH ANGLE - -G q t* 1-.2"x t!8' t I AI.TERNATE THRU BOLT r � // OR Y"x 2"x t/B ;1/ CL1 CONNECTION TYPE u (�S �i>J• g ALUM.ANGLE REFERENCE ANCHOR N GLASS �,_.'v EPPRAT ON v �f !W 3g7�m j i r i:; SPACNG»FVR MAX,HA , Pr.R'T:.ECE.}.. =C.=w 1^T 11, rymR lY THREE 3/4 11 AL M 0 y PCP `\�� GLASS /sc,f4p ,:59 oW. THREE..12 SMS.' Y ? '! .(+,.. I 1\� L'R DOOR. K fr fA .3/15`0 ALUM POP �. / "'+,�. �[ ul le •.:it RIVE, Ol:OR 012SMS "rti ~ bO W uZti a I TABLE A(CC3) d1. 5 LY'r*OR z PRESSURE VSALLOWABLE LE�N3GTH� MAY USE MALE OR PSF 2N•B(0� 3N B�0 FEMALE LOCK-SLAT _. ...... ALTERNATE THRU BOLT: ( 1!i G9A3S Es"tDM rdN� 62 130• 180r C5 CONNECTION TYPE CI CONNI CTION TYPE I GUIDE,To DUSHND 72 _ lzs•- vs• CCU TYPICAL..CORNER. CLOSURE DETAILS REFERENCE ANCHOR SCHE UUi.E FUP,MAX REFERENCE AtiCHOR *;! 1 ",'' WASHER(TYP) ,wl B2 17r NTS SCHEDUI E FOq MAX ,�I �q SPACING 92 E19' 165r" rFp 14 3r4 MS[la 9"0 L tU' 102 130' 360• ., ANGLE IO TUBE CONNECTION P aV1�� M 109' 19Y P 190 9r 331• TABLE,B.(a9).. EXIS TING HOST-��..; EO 60E3?T6 ALJM TUBE =;cn �T , 200 85• .....119' PRESSURE VS ALLOWABLE I.EFX;111 STRUCTURE _ -Y?E 7Q 2'x2> B' x110' EDGE DISTANCE 3�EPEREV'LE J+NCk��R B! SCHEDULE FOR MAXPSP WITH O WIt1i O SPACING 0 72 for 1w FASTENER�;B D t C6 ALTERNATE B:ILD OUT MOUNT SECTION a g (USE ANY ANCHCP SHCWN a T` 02 10P 19T IN ANCHOR SCHF. 1 Ei � SL"ALE 3""=t"-0" m 92 9S - .139• :. 11R 9w. .. ..,132 & 320 83' 122 6 15tr 74' 109 j x 2'°x y 3/1E RIVET OR-12 SMS �09L"6d6i-T6 .; .NN GLASS 3. >..v m w rcc 1 ?Z 8'0C. OR 1/4- I ^ ALUM TUBE TYP q R qqyy NUT&BOLTITYPI Z/16 m A,UM POP $"eq` ALUM, TUBE RIVET OR#12 SMS cm 1B"O C t za OP,DOOR <, �¢< Q qq1{{ Ery; 6067-T6 ALLOYT YP) #{j L..e,y L u N l a1T!SIES @ SEE T'Si3LE._E1.FOR SIZE, ( `:2 FASTENERS r' A TOU44 'CONTINUOU5 .. ., a,�, EACH ANGI.:: UMINQM ANGI.F. INSIDE x2"x. 093-6063-T6 OPTIONAL ANGLEALUM•ANGLTHREE 3c16"m ALUM ' ORIENTATION TYR., c POP RIVETS OR THREE#12 SMS,TYP . ECTix9N TYPE xggE: OR 2'"x 2'x vs•' C'1`x1N 5SIg$ 13 ALUM ANGLE �' I '7cFr REN E OR MAX \\ 1 J SCHEDULE.OR MAX � i ig,�a:■ MALE OR FEMALE SPACING ryvl7vpttRyptLt61t4m0p,¢ LOCK-SLAT' EXISTING CONCRETE, '• ". 1$ BLOCK OR WOCD FRAMING 1Jr-2339 I . (OUTSIDE) EE INSIDE SILL MOUNT SECTION a arslalvrla"' tf 1?x 1/2" 1 11V IzCD SCALE 7'•0'" r �. OR 5 5 SMS.3/16 m A.rM cIDE CLOSURE..OPT'ONS GC+1j TYPICAL.CORNER CLOSURE O�TAiLS POP RIVF..T,DR 1/4-20 9� NTS -MACHINE BOLT& NUT SCALE 3"=1'-0' (a)IB"OC Cie MIN GLASS GLASS SEPARATION OR ODUR''TI, PER TABLE 2 W-C=I± CLASS OR m P DOOR Z GLASS OR [[ = a T000R HN GLA55 +, SEPARATION 44 Q MN CLASS ¢W PEfa,"/.E! 2 ^�o- �1K SEPARATION m STA ,'p 1 ft I Z� s 'aksez W�a i n °� 9 `$m row - 1f'IVI '�; .� ::Y Q Cl CONNECTION TYPE i 4 J o Z ll.I W 9� `1I Iy 1/4"MAX.FROM PIN GUIDE ,la a REFERENCE ANCHOR Q Eg TO BUSHING WAS ITYP 1 Q 14 SCHEDULE FOR MAX. W N $ W I 1 SPACING —wo 1/41*0 WOOD } 2$'U i. yr,_ 31L.� i I;" "LAG SCREWS C.)24- ..�-e4F ONNECETION TYPE' S 254 - .(/ ; C,W y O.0 MAX WITH'2 REFERENCE ANCHOR - i - W THREADED PENETRATION ✓ F \ .�i O H - "T"INTO CENTER OF 2X STUDS 1 t 1£ E SPACINGg.,.. Ba ........ EMB T' '^—.14 SMS(d MIDSPAN BEIWEE.N ' - E - M. t STUDS FOR TRACK TO 1"X 4" i1 ' PLYWOOD EXISTING HOST STRUCTURE L. TUBE CONNECTION � STUCCO FIH15= - ,: 4 6063-T6 ALUM TUBE , �+ DECORATIVE FLOOR TRACK DETAIL "O: WALL MOUNT 3tL DETAIL int s THIS DETAIL TO BE USED WHEN STUD SPACING i 'SCALE 3"=1'-0"' SCALE =1`-4^ CE ' EXEDS THEMAX.ALLOWABLE ANCHOR SPACING y;. po' WALL MOUNT SECTION THIS DETAIL MAY ' ¢R ca0m - ALSO."'. AL50$E USED C -, °e SCALE 3'-1'-0" ' ...,AT TOP mm B c: ACCORDION SHUTTER w c D o g' PER'PRODUCT APPROVALG_ASS m +r� \ w k H HN GLASS (;�OR DOOR - G z 'O SEPARATION' ,. 73 3`+^ PER TABLE 2 :� EXISTING WOOD IG=0 42) 4+^. AlPLICABLEAT TOP Z TRUSS OR RAFTERy AND OR BOTTOM Q a XQ la (a 24"MAX O C 1.7IR'T=:1f?C .. EXISTING �./ I. FINISH `t`—� •# MATERIAL t ERE � 1/2'MIN. 5 6 ._-�_ 7-1 V4'MAX FROM PIN GUIDE 2"z 5' 7/B 6063 Tfi ? n ALUM ANGLE W/THREE ' La- TO BUSHING WASHER ITYP I + m 2'x3"x>e'x CONTINUO US OR ;;.sn 2.175' (,\ Y :1/C'TILE(TYP) 1/L"m WOOD LAG 2'x2'xYe'xCONTIN0005 ! P ���lll.../// ,1 FINISH MATERIAL SCREWS WITH 2-3/4 ': xs4 q yEOS' ppg 6061-T6 ALUMINUM ANGLEF(,, t J,. MINIMUM THREADED 3/4'PLYWOOD Ctl. •. a, PENETR ^T"IN WOOD(m 5 .'; Q l it Q:9"MIN.THIC7C 6061-T6'ALUM TRACK i;X• —1/4'm A32S GRADE THRU BOLT Cd 7^'0 C EACH RAFTER OF TRUSS, �I X/ FASTENED TO ANGLE WIT}I 1/4I 5/t6"m A325 GRADE THRU BOLT 0 12"0 C 24"O.C.MAXWHERE " ANGLE FASTENED TO 1: tp MACHINE SCREWS AT 3'FROM ENDS ;;. GAL V OR S S 1 a$ EXISTING 3 KSI CONCRETE t' ANGLE EXTENDS BEYOND g + HOST STRUCTURE WITH AND 9.O.C.FOR THE BALANCE Y is #a ' n LAST-RUSS MORE THAN 3 R jjgg A )'i 0 ELCOULTRACONS ATig '�:. .. ELCO ULTRACON TO CONCRETE/CMU 6'+ EXTEND ANGLE TO D �f ;Q 3'FROM ENDS AND 4' ,AT EXISTING CONCRETE HOST 1 5"0 C W/1-1/4"MIN EMB m d Ea 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR1/4"m LAG SCREW 4'OC wn-7/a" h-XT TRUSS. u, CO = 3 a FOR BALANCE WITH 13'� .. - _. .._-:. ._.. MIN EMB IN WOOD SG=O 42 TO O 55 MEN EMBEDMENT AND 2'%. .MAX.DESIGN LOAD ATS O'MAX SPAN: EXISTING CONCRETE,. - D%-�� MIN EDGE DISTANCE f 62 PS.F. HOLLOW BLOCK OR r 14"-`N a Ca3PXt1TFNV[L6LL47100>B' STAGGERED WETH 3"MIN. MAX.:DESIGN LOAD AT6'-0"MAX SPAN: WOOD FRAMING SEE,/ 2`i S"x 1/B"'CONT X�1 Z r SPACING,TYP t52 PS.F.• ANCHOR SCHED ALUM AN <'W_pa 15-2339 _ BASED ON TYPE OF. iS4 s.-U....,)iGUNT STRUCTURE I HO SShiE• N;5 (MAX DESIGN LOAD c 72 P S F) a' P1 91!Im 7PTTUH,:. PASS THRU DETAIL rib SCALDo-' TRUSS MOUNT SECTION C, ANCHOR SCHEMLE:'CONCRETE 1,1, �a45sas; - .. 2.5'MIN EiGE 01STAI(CF LOAD an Up To 6'0' �� SoanS Uo To 3' y4pp_rr,LUaT7ET-b" � t� In" CONN TYPE CONN TYPE ;CANN-YPE '. ¢`� ' Ck I,.C2 Ci=):pS C$ C:i C2 .C3 C4" "C5':. C1 C2. C3 Ca C5; .NDPE9(t VA!IWTAPCONORELCO 49 IC(lA6Q 1S0 bg5364 STO 369 9a I�3q ib0"16a" 45 S5" 8S S6S" '. U_TRACON WITH 1 3/4 '.:53 16.4"Yi6S`39 5"$34"5' 16.4 19A 112.r. 7'0' Sa 5`16 0*IS 0" 7 5' 4 5" 7S`is 5" "p .�I 'O EMBED(3192PSI MIN CONC),. 62 t&0",.36X1" 9S 11Y I36 0 2G:0 9 5 $ib" H.S' 15 4"SS ff 73' 4$" 7.5" 70 5" `fl : �;�' LQ-P _ 7A I 134"[�70 13.4 16.�(155'° 6.0w S:4" 7> 125'S0 T7.r, 4.5" 7.5`•10;5'.' .. ?. /�COME+tA:AT1O �". hec,s; ;-•p,, ,"$Z 100 k3.0"..•7 v a.Y^ 17 v IDS Eb.A'7;V' a.5 ?.5"-10.5^Sg et 7.5" a 5 7.5"1RS.5". z"5.d�f1=I .9.+/ t0 COM 51,44 Y t01`"i� 1/4 MILIENIUM , AST l 4533 I3&&0D"'72b6#tl`175104"t116q 36 q'.16.0 35" mw WITFt-3/4"EMLL35S 1G.q 1G CC 7H.0S°: 4 55S° 79.50" 1935S"1S01 f ESa 3011bA 1 " ' f MINCONCR 69 7DE s 45 7S 4S . 74 AbA':t32.a" ?0 710 t6A 14.0 71D .;5 90 id S 33S"I7q::4S 7S" 45.'.. @ ' lap 13;S" 4 V 7 5 9 5" 13;5 T 4 4.5'j 73' 9 5 I3.S')7 fl"'. 4 V.7.5'%5' y i/4"':ELCO CREIEFLEX SS4 43 E6,9''164 i&4,:164 S64 l6C E&O' 1315 160 S6A'ib Q'12$"10" 13.a."I9.0" .".: ��.. CFO zu�� W/2'EMBED(3350ps0 MIN S3 46.a"lb.a'df6:a"16.011610 58:0' 16.0"204 t S s-16.q'!16.0"410:p" S"13.0"'144,r. EW>iC). ,' 63 16 4 Yt'•q"'T1X-'S'.36 0 16 4 16 0 22.5` Hid 113A 16.0 36 0 10.0.`6 5' IL O°'xo.0" § 70 160 1&D AOS i_60"369 35LY'�lq$" 70 115 1154v Sb 4"300'&5° ES D'"..14µ0".. €� III 100 36-0"30A.&r 11.0";1414 55;0.10:0't It 0'i4:01,Ib.O"ET4:0".6,5`k114.'i4lw f 0Lu 3 11IN EDGE DISTANCE `mow NOTE. "'S. INDICATES ANCHOR SCHEDULE SPACING C17 C2 TC3 ,:C4 I tS-� al 0 C3 d 4 CZ,., C3 C4" CS' - al d60"di60` 7,5 Sa s16q 76:0 16.0"'SiW 55^ 36,q"16D 9.trc�.a 4.a laa` .SPACING DIAGRAM FOR C2, &_C4 CONNECTION TYPE, 2/!S TP,J?AXON OREICO. - 'Z CONNECTION TYPE USING PIECE Q0 WITH OUTSIDE CILTAACO"(WITH 1 3Jy S3 160!'16 a S5, 65"t164 14.0 12.a ,1 4 5 164`'f4S' 75 20.D" ANCHORS ONLY . EMBED{1t97pu MIN CONC} 62 1B0'k55^ 4S 55 160 ib0 t90 f"' +Sa 1;S'34 75.. r' iYfl O' - CI.CONNECTION TYPE USING PIECE®WITH t9 70 36.0:125" 40 'S0 't60 15`0 75'" '�1E 0,to 5" T5"�: ! 100' OUTSIDE ANCHORS ONLY F: II 7V 34S :7,5 249�14:5 7.S" y a0'34.5" 7S. '.544'• J' ISfl MRtEN.UM MIU-F,SST a3 f f6.a"116.p 11.0`13,.'e^164 356 tE3,0' 6S' 91S°' b.d 330y T Q":4 a 6.S' W,11H33JI°H%ED;3:.75b»t.-if,- 53 16 a116,a' &0.3'fq k64 16:0 90 5D' 75' I.rr.020.5" Sx": 95'°'7.5" ANCHOR NOTES: •T" H1N COYCRE'2} -6 Sb,D-i11.5"a 6,4.'9.0 �36 4a 13;5 7 01 4,D"1 6 5 imr..is b S:S.' •'f S 5 .7:5" tea( ^. a 70 1H 0:'�9 S S S 5w3%0 s 6 q I1S 5 5 ,��` S 5 11:5" 5 Sa 10 •' y" + ✓5 S J3"- 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 'ya;W o, ` ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE t'+ IDO 1&6".':5 VI T11MMI•S`,S"11 7151,10.5" S 5" 5'5' 7(5'.'10 5" SS°' d 5 5^:Z S" LIMITED TO THOSE SHOWN IN TABLE I(P9 1). a te^ :i-114 S4IN EOC+E 07STANCE }%4 ALL-PO1fiT550LD-SEL v'4` - 2. ENTER ANCHOR SCHEDULE BASED ON THE EX19T7NG STRUCTURE MATERIAL, u A 01ORNY 71B EMBED'$ C1 CS C2 C4 L5" Ci �S.I 1 C3 T�Ot Cb-: ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR `g a 1,14 74,SS EfAG1f13E 5CREYf', 43 164 :260 B S"P:SD S E6 0:IBA t13 a 55! 7S fG0"IZ G 5':;3 0" 54'1C4" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ,o f p. f$499P-a`MIilC:7NC). 53 16 a t15 06 S f:8 D 16 0`1&q_ B.S p!I,a"t 6 9 ESS'ib 4 5 6"" 4.E^ AN OR EQUAL TO SHUTTER SPAN. y 62 MC r+1 a S 4 •4 C A6'Y'12:5- 6.5 �"3:5" 5 1 30(r S.0"•: 4 a"::T O":. DETAILS 3. SEE MOUNTING .FOR IDENTIFICATION OF CONNECTION TYPE. 3 Efi .. g 104 20.LW:!'S 0 ,.. +:+44 74"SpiO 5,0" 4A 7.4" kb 4 •S;a'.' 4,0". TOT 4. EXISTING CK S ROD UR E MAY BNG.RE COON R E,ASIM-90 HOLLOW NCE ANCHOR SCHEDULE CON kEETE $ t14 ALL POIt/Tffi SOi1D-SET .�.' 3^'�NECGE OISTAHCE. .. ANCHOR TYPE BASED ON TYPE OF EFEXISTING STRUCTURE AND APPROPRIATE FaYCKOA W}•716 EMBED ffii• d d i°-` ' + `Ci E CZ C3 CQ I.CS-- CS CZ.1 CS C4:- CS'.: CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1I4120 SS•MACHINE SCREi7: 43 IC0 160"16.0-,f60 16 O.Sb q"1G0 1L5 26 a' 1..0c 18 D'^it.a" 7a" 1k.0"1014" CONNECTION TYPE. R (3000P1:MI„':CONC) 53 16 G ai&a"5.4.5"11b.0 I16:D:Y6�4 14 4 %:S 13 5 Es`i:0",34 q"6 S S 5 ti'8.r"'52.0:' S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE FG2 366Y.160 105".16012&0".36:0 130).TA" 110,16:d^360 H.S"'5 ", 9.59.220, ONLY. • II"� 70 16 4"TES D 4 a i.14 D tE6.4.'Sb:O 9 4 L 5:a" t4 0"13:0".36 a"8:5"15 5 9.5" 12A" 6, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED .. 104.56:0"1:6.5 5•S"l:9.S e12:6"55:0 B.5'-l-5.S" 9.5...142:b Sfi.4" %:S' a..5 9:SN-.110 IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4POW I#N:EOGE 07 STUCCO A/,CE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE SCCO OR OTHER 1^ ERS 55 DROP TN FINISHES. SY11l4.24'SS 6N3 AN1Y� CE."CS C3 t:C4 L'6 `Cl C2 F C3 C4' .cS% CI C,: C3 t4: Cs:L ... I. 1".EN9E0(3g4Q"cltilN; : .43 16µt7„Sb aA'1,1a 6..I.M „9.E£uC'-16:0 14.a:`.8:0" S2:S"i6.0'.140- 7:5"§5.0" BA 31.5". 7 WHE�yE�E)RSTING:iSTRUGTURE ES:YJOOII.FIL1Ml{SG YlO0t1&RAN>atvG CD?vDT7IpNS r�Y .j 53 16R."26.0'19.5`•!149"k8A"16.a 95 80 100.:Ffi:a."135".6:4".. a0 7.0".;80". MARY:'fiELD VERTfY'THAT FASTENERS ARE INTOADEQ ApEppUATE.WOOO,fPAMNa +m 4T ib d"r:tS .7"5".T2 4 11b.D"t,t«S T S" 4 q" 7 0'I %A". MEMBERS NOY P Y Et+ti W000 FAS7NG TO-PLIVJOQ6IB AC1,F-PTAHLE O?:`CY FOR - SIDECioHAE£I�CfS. ....' &S". 1b.C" .8:a" 10D 1t S -6 ON 1 4 a. '7 0 !8 d 3kS'6.b -.+l a t 7,0 %;4" i15' 6.a'" A 0 T.SI-'3);0 B WkIERE�UVCrSCA�16#D FASTEN TO tTARnOYI fkCE OFSTc10 FRAMING';FA5317SER .$ 31Jx NUJ EDGE 0157AKa- SHALL BE LOCATED'IN'CENTEROF NQMINAL.Z`,kA rta[N:.WOOD STUD.:3/4" u' 1/4-POWERS SS DROP-IN .. y-• _ EPGE:OISTANCE:IS�ACCEPTABLE'FOR WOCO'WMIN 1�GSCREWSSH• LL a tiVl i/4•xa 55 BOLT AND Ct:!"C2 C3 ;C4 C5 :GS E CL C3 F C4' CS:: Cl CZ C3 Ca.:, CS' "HAVE'PMILLIPS PAN HEAD OR HEX MEAD. g 7; 3'EMBED(3000pzl MIN ,. 43 Sb b.•S&D Y5 D°.tG O 16 D td D'#t4 6":14° 13'S"'16 0. 1S a" 7 5 $q 90. l q'- 9. MACNINE'SCRE,7I$'5HALL'HAVE MINIMUM OF I/Z'ENGAGEMENT OF THREADS IN f gE S" CONC) i. 53 lki,426,4...XO,S'15'q 3G 0,t6 0 s20 a B 5" 30 S"76;9; 32A 0 4 4 4' T 5";,Q,,S" BASE;Af4CHOR ANO'.MAYgHAVE.EITTIER A PAN HEAD,TRUSS HEAD,OR WAFER (."�g 6> S6 0"a1.3 D^6 a- 7 5 lfg.35.q 16 0'�5A",9 0 IZ 1Z 0 4 0 4 9 75"�.'B.6"' HEAD'{$IpLWALK. ELT}.�1,O.Y.� { � @@@�@1 '� ?tl 36J3•Ia S" 7 0: it 0 ak6G"12:5 5.5' 4�5 %5"1120' DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES fit$ t�g" . . .,.. ;- 1a4 22a:lib U 14 0 '7S B SZ:q 160",ra':D 7 S H.9".13.0" 6,0"..4 0" 7,u":%.5^-. ® � - - - v Z MH+EDGE 0357AHCS : • DESIGNATES ANCHOR$WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, $ �pi j 3:iA i,13 5M5 W/2'EYEWALL. C2. Ct GT, :C4 x:C5. CI ! C2 Cl.,Ca C4.'. :Cl •C'3 I C3. Ya'F::. C5'.. -NUT OR WASHER WINGNUT. aAY ,'RN.�YUlXYWW7pt: ARMOR INSERT W/Z EMBED 43 1.6,o".:�ib 0:11.5.1��9 e�6,4 1G_0 f6.9 '7:S' 1E a 114:0.'36 4 9.0"; 4.S' 6S';;A3:Sf 11 MINIMUM CONCRETE STRENGTHS ARE AS]NDICATED]N ANCHOR SCHEDULE. i Jr_2339 ..: (ZOOopsl MIN CONC) S3 36.4""l:lii 0�8.5'E7:Y:1 TP 160.36.4 St1 9 S:S &0 i360 34 a" 7 4'°�:5'S 95" Sqd" . 63 15 5 160.1610"i 9A` 4:S' b 5"[i_0"141Y 7.0 &S^v 5. 10.0" 1L WKN�:�ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO Q=y-- 74 I6 0 ti13lr,4 q l:E 0 aI60'2a:5'7 S A:q 6 0 LID S"S4 0" F 0 35` 5 S" ;C 0" gRI11INT0 HOLIAW:6LDC'lI 3JOFt„SKO LLD IMPACT DRILLS BE USED 7ti INSTALL p,4pgpargeyP�DN;' GONC}iE7E SCREWS TO HOLLOW ELUE]C< 104 140 :20 35 i�SS SA.O'34.4" 74" 3.55's55434Ox F49�74' 35"„ S5";Sc4 a12 SMS W/2.75"EYEWAU.. 43 S.0 56.0 S6 q'PSb 0"1&0".ifi9 &0 10.0 214 a"1S,LT 6 0'S1.S' a 0 4 s L6,6". AR M0R INSERT W/2.5" 53 16.a 164 12 4..k6.0 r16,4#16:D"IIS 4 .7:5' 1 L 0 560"160^ $D'. EMBED S20wo,M CONC) 62 IC0 S6a t9.S" 7A5 t169`.S6.IY'k S 6S 95' 16:0.16- 44". 70 160.Y5.0 910 dt1 S"€1#a"46.p+ 9B'3S" HS 14-0'160 44'4 50 Ba.13.N, Sq0 I6A S'%.0 5.4"i.8.0 ,13.0:k6;4"�9.l 5:4. B.A' f]:4' 10.9,B.6" A o ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK �illurr:> i!P$a¢E6149:"` ' � .; ✓!f G Scans Up To 6'-0" Scans UP To a 3'• Spans Up To 12'-0" 4 3,ICp 'D ANCHOR LOAD CONNTYPE CONNTYPE CONN TYPE =G (Psis Cl C2! ex'I ca cs cz 1 a E cT € ix CS: -C r1 :p I e4 :;ts _IF HO'pE4ge 025MS W/2•FYEWALL 43 16.0 xb0 75 90 li6a+155"I85 45'°.t6S"Db S.,BS 45 r/ 4Q' Z•0' - 3 ARMOR INSERT W/1-114" 53 1fi tl 10 €SA 5:Q^ EMBED� Q�� .52 14,0' 7:5" 4.0 6:0 ld S'9'0'"' S +',i'' 40" Tq •74"135'' .r 35 150`- '� ,�;p x. 7N SrArp Ov wm ':C 100 7D 35 I5,0 i 7.0"I3S' + 3�5 SA",7.0"`53.5 /✓.;%3.5 B:b". ANCHOR SCHEDULE: WOOD (G=0.55) � '1SY .F�a......40 RID� °� >u c t:OkD SoanAUDTo6'-0 SD'aneUoTo B'�3". Scans UDTo 12'-0" -EDQ g<.� U� 7 L (� CONN TYPE' CONN TYPE CONN TYPE ',` iwm^3 g S� ANCHOR D ,�+p# C4 I CS Cl CZ I C3 I C4 1 CS Cl CZ l C3 C4 CS iron 3/i'.tiSGSGREW'.WITH1.3/a '43 f60:Y5.0"411.;.5 kY2:S'°16.6 2$'01160"L rS €40^ 260.16.a S14 SR93 k'8' 36.0' 3,�. V' MIN THREAD PENETRATION 53 16 D 36 0�8 5 10:0 16 0"+6_0"ti6 0 6'D�{7 0 11b 8 56,0"PSS S"#4 Q 5.Q ri6.A" + b€OP:H �''d2 16tl' 2dQ 47D }- i6.D'1S,{t"'4145•.SG'tS0 i160".16.0 s11 SR:30 50�'26.0' 1' o UA w �, 70 S60.S00 6a-a`7.S' 16D wod 125i44��55" 16i0"I6✓5 115 n'4 U' Srl"!IdA �O w - "SCO S6 0.3t2S'4 0 ?:S:b^ 1-SW 35.0" 7/16'WOOD;8USHl11G WITH-NL 16;0";160 i 1.13'MIN EMBED&1/4-20 53 .31111.11.011 60:SOS SS !8.0 ld-0 ifi0" 6.0 t3,5"' .5 157:0'.F7A"43S" f 40 :'S.9 SS MACHINE SCREW ,62 14.Vl 6 0 4 V4 6 5 114 S" 9 W 4 S -3.0"'t 4 V. 7.4. 7 0 +3S / 4$ .70 12,0 l:6:D mr455 12S' 75'+35" " 4A' 5.5" 70 S 3 v R' 100 70 35' -0.,0 5.a 7:Q' 3S' ,C 4Q'j 5.0 70 3S AO.t SO' i14 SMS Oa14 WOOD' 43 ifi 0+Sd.-0 12S'14S id a I6.4"16.aB Q.}t0 Gt6.0''�IS SptEY,T WITH 1-3/4 MrN - t tE2 S306.4"90" , 60' 0:�HQ",Y84.t3395. . 3.0" 9 Tlgj4A0 PENETRATION ���62 I6.0'(-f6.0 7 S°`9S' ib U i l$:tl"11 S'd S 0^� 7 C" 5fi 0"�16 0'°i c S't 4 0 S.S"113,0." ii 5 c, '70 169716Q 0,5 :8:5" i46"16:6"SO0 r4 "x6.D 14�4"id.0 �3�5��4_D"_5�.$' 33A` Air lta- .. 100 d 0':::9:5" 4.6"i SS" 19.0"1150^ 9 5"3.4A"!:€S.S i134':16.0€9�X,1 4.0"3.5:5"113.0'+ .c ¢m ANCHOR SCHEDULE: WOOD (G=0.42} ?� ' 3w MIN EDGE DISTANCE. •x j i -§p-4.Vy TP6_8K- "e , Soa s Up To 8 3' Spans'Up To 12'4" 8 rr FAO CONN TYPE I fA!!Ti'tYPE CONH.TYPE ul p S. ANCHOR (Dsq j:; _} ' 3 cl C2 I C3 1 Ca Cs € Cl 1 Cl t o t C4 t C5: a c2 C3 P C4 r CS o 5 Ill.IAGSCREW Willi1=3/4�'43 16 0 c16.0"9 0-+10.9 56.0 i6A°S60 1 SS' 7.0 16'0"16,tY' 9S t3S 4;5"y15.D° d v�' MINTHREAD PENETRATION 53 160 rZ60"165 i8.0 Ida"16.0'12S'€4.5'r55"160"Y50 75 +:70 i4'4 i1101 ?cg ^ >62�. ' 100 38a+7:S06 "153S0 b'46520a 0 360 160" 453.5^"..54 SS O' S 70 tdai 170'40" 215"610"Is ?.$ 30 44" S0Aa 1l79.,55 ?33G0 €44to3 i1t111.0',' ;,c t"4f o i14 5N5 OR t14 WOOD "43 30 0..6,0'yj.6"^- - ;1Q'S 16A I15, It !; p SCREW'W!T}('1-31A'MIN: 16:D...f6.0',$S'i B.O.id.a'",76.5'Ti 4A"..5.5" I6:0"Fa.5` 5.5'!'.Z.S'' 4.4'i 7.S' `ty 3 THREAD.f?EttET}lyT14N 52 S6:a"}31.5`f:S:a".t.7.8" I6.0"13vi&5" 3:5••'.SO EO:Y iQ:S!' S:T e':3:51;41 T:5' >� 70 Ac i9.S 4S-":b.0"16.0"1tL0"#'S:Ss i3.0" 44" &6":iIOS 5.5".?.2S A0" .Y00 10-S i'S_-S' 2S'!'4.0" 7.5" 1&V'€SN' 2-5 &0" t } IBM ANCHOR SCHEDULE GROUT-FILLED CONCRETE BLOCK i : .... _ ,9 :Sionst U,ETa�CO'" �ypans tlo?o0 3. Swiss uD To lt'+0 ; ' Y a o� ANCHOR LOAD COH'IYPE CONN TYPE CONN TYPE T y n (per C3 C2' C3 C4 C5 Cl. .Cd © Ca CS Cl, C2 Cr C4 CS A St36".ITWTAPCON XL Wf- i<47 360'i1d.0`lff D,}35:0 160 1a;0"16.0 15_0 160'16:p 1&a 150?'40 to 0416,a" I j 6 Z-V4"MIN.EMBED .:53 i6A 16A 18.0.16t '0',36 0 ,t6:0,16.0 11:6"16 0'18:0`1E 0 12 tl?.7 5 I2 0 716 0' ' 62 1&.0%50'140'i16A ;b0 16011S.V, 9.0" 14A 16:q'Y6 Q`1 00�[5 }1210-:16' 70 360..184 11.5 JJ260'IId.O I8:0. 12S dQ"-112.5 Y$0-id O'12.0 75 t1"26 Id 0". - °-!} 3 *"... 1n0.SYa s12.0 7S.IS2O'.360 l0-0 12.0"75'12�0 i6.0 360 120 75 320 164"' � { nR ;b',ELCO:ULTRACON W/ "�3 16.a TS60 305'54:0 s169 YSD"�1056S' 45 1160 1i6 i5S�i� !bS"Rp' BBB t iii +EJ4 MIN EMBED 5 3 1d.0" S 7$ twD I6 0 14 6" 73 / 7 5 13 5° 4 0't 1P b:5': 0 7t7AVNtCEOiIlO1PL: $' 62 i6.0_300 60 9:U t160 ly S5 MfN b.5 90 90 ,��✓ 6'•5' 15-2339 .". ... ...: 1- l54"%8A SQ b0 4355"35" ,ASS 170" ,90 F� x YQQ 90./✓S . PAc6DLscRrarTon� � .2 1417 EDG.:DISTANCE EQYEWALL CI r�C C3 1 [� CS L`3 U I{3 C4 Ct 4<2-JC7 C3'A3 35,0 Z6:G`X4 0 a 0" B O"1E6:0"L4 5^ 7S" 3S".SS' Y3.SARMOR'SNSERT ;53 16.0 16 0 7 0 .9iC 16 a:16:4" 9 S }4.5"{6 S 160 11 S°6 4 3 0 14S_ '67 36,0"33 0 5 5 1 75' S6A'3.4:5 73 +3 5" 5 5.312:4 11S d 0::3 0 4 5 0.5." AfJCH00.MOTE$:SEE SHEET 70 160'L 50 '4.5 �160"12:5 FPS"110" 45 (90..11.5" 80,30 45:.&S': 30a.Si 5 i-6:0 .3.a" .5 18,5^. ZZiS"I 6.D'I S:O"�6.S (4S' l l.5.6A'13.0 4:5 8.5" 9 FOR ANCHOR NOTES. .l v t ' ....._............................