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HomeMy WebLinkAboutProduct Approval (2) v BCIS Home Log In User Registration !, Hot Topics 1 Submit Surcharge i Stats&Facts i Publications FBC Staff BCIS Site Map Links Search Flon'da s :2 Product Approval -- USER:Public User Product Approval Meru>Product or Aoolication Search>Aoolication List>Application Detail a FL# FL13757-R6 1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 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 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. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeoi.odf _ FL13757 R6 COI indeo2.odf FL13757 R6 COI Indeo3.odf 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 FL13757 R6 Eauiv Eouivl.odf FL13757 R6 Eauiv Eauiv2.odf FL13757 R6 EOUIy Enuiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 Ii Dwol.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Evall.odf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwo2.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Eval2.odf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwg3.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.odf anchorage,etc. Created by Independent Third Party: Yes Back Pleat Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® WFEY M Cred t.Card Safe. ` - � ! SPAN DESIGN DESIGN —W—A—U,-------- P BETWEEN THOSE INDICATED ABOVE,THE ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A RESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMU14 SPAN OF AT LEAST 30". ! LEM m SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 3a"SHALL i ... .\\\\11 "T }-0.115• ccI _--0,125" =�`��((�:N�O, >f' pill/ P/• FRANK LS_ � N!�JA A_D.4O:• ,PF.E RJ9 PR03ECTION VARIES 2.674" 4.874"MAX. 0080^ 00 0.062" 659 1.708- 0.100° 1.830" 0.062" L. (•-: ; 1IY.7-08' -0.100" I••I-///��II0.j.1.=000J0"„6 2" ( 0.195" N � 0.080" - 0.063• . Q'i �1"/yO A•R..F010096" 2.820' 0.4 0.125° 'TW m 30r0 0.062' 1 �tly(gy�{l s 6 .630' G L 00.070O.OfiO 0.6 0.630" O.Ofi2" 1.908" 1.993" 0 f •1.0 0.971 0143" "- � " 0.143E� 60 Z0.062"y I 00V� 1 " 063010 1069"4 . . z} 069" u z .062" 081Sp 5.745"MAXSUPPORT LEG OPTIOPJAL 69"4 00620, - w-ei F5` 5.745"MAX. 3I Egg OWALL U BUILD OU I WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER SILL O LITE HEADER SILL ow6�� SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE SCALE:HALF SIZC O WHERE SHOWN,SCREW BOSSES ¢ d FELT GROVES ARE OPTIONAL L^`i ON ALL EXTRUSIONS 0.-8}7-4"}- }-2.655" 0.875" 2.195' I }--}0.510" 2.195"--} 1.230° W _- -1229" I I 0.105 0.060" K� T 0.77 2.655. N •�`� I � � ': '9"°a 1 0 M L 0.105".. £ i I m 2.362" 4.84" z m ¢E4 1.069"� .831" :� ry In .i 1 n I 9 Dl ° 1.069° =0.105' I I J•i O i, 0.075° .4 1 0.075' N ti 10.105" I 4.510" _ I`LI •__.I...._��_:' _ I 0.994'•� NOTE TESTED THICKNESS o� 0.781' Y-' --.-_--- =__•'V-._ -4.510' 0.07 _-- I NOBARTE: ETAL I:ESTW/OPAINTIS 0.039- D 039° - 4--3.506"--} O7 SILL Og SILL ADAPTER Og EXTENDED SILL Ip EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM I3 6.8 STREAMLINE SLAT/BLADE H SCALE:HALF SIZE SCALE-HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE h 6 F 4" o.an^ ggg 0.143" t' O.OBO' }-10.510" ��� 0.590" 0.341'T-� X0.245" y 0.143° 06 0.070" 1.708" 0.143" 0.096" I 0.060"-{}T y@ -r 0.115" l( 0.080" 0.117" B 4.753•- 8o I 4.510' 0.090"ry 0.096" 1-0.180' 0.080' 0.044" 0.227" 10.693'J 0.682" 0.630' 0.060"1 .;II k 11 caPYwuRBWat(LtBNNmDPE •• 15-2339 NOTE:THICKNESS OF BARE 2.822 ��1,62.5" 0.420" $CALEB - I - METAL W/O PAINT IS 0.039" !MEP _lE6CJlI�PLIO 1 15 6.8 STREAMLINE STACK RADIUS CEILING HEADER/SILL I7 6.8 STARTER rg WALL SILL CLIWALL SILL SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE � �9 FRANK L OFNNANDO_,P.E. 1.950" ``1`llllllllfl// IPE1011111 �}-0.125' 0.610" STAINLESS STEEL _ '280"�-{ p, ALUMINUM NYLON HER OR �``� �K•Lf•• �i� ASSEMBLYHL. 0.320"O HOLE 0.276"0.276"0.357" k :' Na PF .8 I� p m w N &10 x 2-3/4°410 HT S.S. _X Up4664 ' 0.880 Y NYLON ,.,. v a .0 INSERTS SCREW W/TC ULTRACOTE 0.591" ?( 8 N 0.05 WHEEL .�o x0120°o INTO COATING m =_� 1.100"-1 }-0.240" -1 r -� TRACK (TYP TOP&BOTTOM) n 0.062° ST '. �••7TC of '.f DF wm z 0.870' NYLON BUSHING W/WASHER: -f ;�RfpA }----5'MAX. i INSIDE OINT ATTYP.AT EVERY TTOP. CYLINDER-SOLID BRASS NICKEL PLATED EITHER CAN BEUSEDJOINT ORM 0.154HER 0.750" 7/16"0 x 1/2"@ INTERIOR JOINT TOP "� 0.137' /''�o�q��ENG`N lllw oN=�1 ANGLE HOUSING-ZINC DICAST,POWDER COATED Za 95 A: 19 22 ROLLER ASSEMBLY SCALE HALF SIZE SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT z4 s�¢u�8$ SCALE.HALF SIZE SCALE:HALF 512E W]C o�9 � OR KEY/THUMB TURN OPERATED INSIDE. Z WWlI .! (-{0.250" 23 BRASS PUSH LOCKVolga w`x" z SCALE:HALF S1ZE Nfl'sw R0.155" 1978" " w z.lu° e R0.500" 4.000' 0.236°- --1.742" 0.286" 1.603" -1.710" 1.224" 0.267 0.623" o T 0.790" 0.090" 0.319° W 0.531" 0.531° m M 0.064" c c 2.250"--} j � 0.09 - �-7 0150" I --1 -1 0 0 \z 6• '7x0.601---i 0.607" I m W-9 0.118.1 0.224° 0139'- } n r-I' I uO1i n m �mnv u�i ~ �Q m 2.000°---� 0.060" 0.496" 0.240" ,a 111 .i .: ,� rn rn �;. I rY�y 1.758° 1 1^ /�n 9g a� 2.750' -u �c b _L L �_i ggg rq 27 RAINGUARU 28 DECORATIVE FLOOR TRACK 3.476• 0.160• 0,222^ 0.240" Zra9 SCALE:HALF SIZE SCALE HALF SIZE 1.001 O.D6Z" 1 x -•g �3 7 0.062• 0.062° 0.176" 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE 6 Y1 O !3'7 �+0.062" E o g 5.500"x 13/16"WIDE-- _� }--�0.40D" 7/16"0 STAINLESS 3S A (•167" STEEL NUT t a 1- vT_ Fo6 �r..,,� 3- �- 30 0.438" 1 I _0.188" 5/16-18x1 MACHINE SCREW a"1 40? TYR 5/16"0 INTERNAL STAINLESS STEEL a+ N 14 4.500' 0.121' �tp,689^ POWDER COATED,ZINC DIE-CAST THREAD �`. a { @ 4.500' HEAD STYLE VARIES B SECTION A �- 1.050"1 e DELTA MODEL 2U'Z'Z 36 T-LOCK ADAPTER 37 T--SCREW INSERT 3g THUMB SCREW .-;1 121292 �a INDUSTRIAL SYSTEMS O(OPTIONAL) O SCALE-FULL SIZE SCALE:FULL SIZE {: c -� 0.254" 4O0 40b 40c 3 a>d a9 a 35 BOX LOCK SCALE:HALF SIZE 14 41 0.319' END STRIP 1" 1,1 9,211 Y SCALE:HALF S1ZE 9 f--2.000"-f 2" & 3" EXT }--1.625"--j f-1.500"-•} -1x0.125"SCALE HALF SIZE 0.125" 0.00.123--fl- --4--J .125"- age°, 0.085" e I PP n o o -0.125+ COPfNNRFPNKLff7M9ODPH `000 ry c 0.093" r1 D.zsD° 0.085' P 15-2339 WALK, SAB!OElCAIVfIONi 7.000° ---- 00 O2X7 ANGLE 2p ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE P5 2"x3"x0.125" ANGLE 11� 39 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE L1 F.FANKL BER NARDOI P.E. ANY ANCHOR PER ANCHOR EDGE DIST. �� .• ' i SCHEDULE @ 18"O.C. EXISTING DIST. 1 •�� GLAZING SEE END STRIIZ ' n SCHEDULE FOR MIOC: No E004 - A .ANGLE EMBED SPAN WHEN 1I51gG: 'y 20,40a,406 OC, ,y t7 INTERIOR LEG D RE[ITON� n R -..."_ p,1�x 1/4" OR 6.8 START EMBED. ONO ( ) 17 � �p)SC 17 - /- -' 'JMAX. WITH 21 OR 25�'Q �'0 IV MIN.0.062"THICK 6063-T6 ALUM. % (� •'.B7 Pi n EDG - --- 11 3U (ANGLE LEG MAY BE REVERSED) 1 _ 2t 25 JiJsS/ ` 74 FASTEN ANGLE TO TRACK W/ / T I TLTI pj U u DIST, 38 ANY ANCHOR PER ANCHOR (21*10x1'SCREWS SCHEDULE @ 18"O.C. RNER TOP&BOTTOM;AND SaQ U ATTACH TO 6.8 STARTER W/ t m z 73 13 J f 13 $12 x 1/2"GALVANIZED OR Z pg 13 / S12 x 1/2'GALVANIZED OR S.S.SMS\5" S.S.SMS 3/16"0 ALUM.POP "'N 9 6.80"(T Y P.1 30 3/16"0 ALUM.POP RNET,OR 1/4-20 RIVET OR 1/4-20 MACHINENY7 W I— --} USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18•D.C. ALTERNATE END STRIP DE AIL BOLT l�NUT @ 18"O.C. ?, t7 (EXTERIOR) 5/16-18 T�1UM8 SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE d v INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE-3"=V-0" ANY TRACK W/ FROM 00 OM OF SHUTTER.RECEIVING END STRIP SCHEDUSCREW BOSSES. N p m TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SCALE.3" 1'-0" 1'HEIGHT. 1"BIO(2.77 82 - rz -To—o, -...- ---------- OR - m d0 82 ^ USE(1)BRASS PUSH LOCK 132 - (t)5/16-18 THUMB LOCKING DETAILS FOR 62 SEE END STRIP SCREW I 0 THREADED 2'&O(3.7') T4 "5 INSERT 37 AT 113 SPAN CENTER MATES 4O72 Up" SCHEDULE FOR MAX. TU 2/3 AN TI FT SHOWN ON RANDOM n SPAN WHEN USING BOTTOM OF SHUT TER. 30 DETAILS 3'8!O(4.7') 82 20,40a,40b OR 40C,RECEIVING HOLE SHALL BE © 72 b 13D OR 6.8 STARTER3/8"MAX WIDTH,UP TO 2 I- 1/4"1"HEIGHT 30 ALT.1"810 2 g,7 MAX. WITH 21 0R 25. o,o I at 92 ` xD 112 81" \ 40 40 USE APPROPRIATE g` y 732 76" STARTER STRIP 70 1.5'x3° 5 93" 40 7.0 PROVIDE CLOSURE FFF--- x0.093' 52 FOR O 13 i fi 93' \ BUILDING CONDIOONS. g 23 7I 84 Bg•• ` FASTEN STARTER STRIP a S (INSIDE) p To TRACK W/(2)H1ox1" c 7 SCREWS AT CORNER,TOP [II'd 52 72 ALTERNATE END STRIP DETAIL a BOTTOM rpp4 0 Z ' 57 12" ANY TRACK W/SCREW R I^Ll w 60 20' SCALE 3"=1'-0" g 13 aFm 64 10" BOSSES. awl' 70 117" 3 09" G! 51 L L n FOR GREATER SPANS OR LOADS THAN W SHOWN IN END STRIP SCHEDULE,END p (f) STRIPS REQUIRE A 1•X1'.090'CUP ANGLE - N MID SPAN USING ANY ANCHOR CHIME EXISTING GLASS p 1 Z ANCHOR SCHEDULE&f 14.3/4•TEK B� O I v 13 SCREW OR 1/4-20 BOLT TO END STRIP. i` �. 30 D' w USE(11 BRASS PUSH LOCK (II�51DE) --- USE I1)BRASS PUSH LOCK m OR(1)5/16-18 THUMB i1 OR(1)5/16-18 THUMB 13 a R SCREW I O THREADED SCREW I O THREADED 30 INSERT 37) AT tJ3 SPAN SILL o SL O 52 INSERT 7 AT t/3 Sp /// z a TO 2/3 PANt FROM /7 1'D 213 SAN FROM Fina BOTTOM OF SHUTTER r gg BOTTOM OF SHUTTER (OUTSIDE) p B RECEIVING HOLE SHALL BE 318"MAX WIDTH.,UP T(b- TYPICAL OUTSIDE CORNER CLOSURE 6 CC1 DETAILS WO/CORNER POST _ 9 NTS PiFp"" (OUTSIDE) 15-2339 SILL LOCK AT 1/3 PSCALECDllCRlTTIONI SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY NTS gww SCALE.3"=1'-0" //11 _I FRANK L BENNA0.00P.E. CI CONNECTION TYPE tg40P REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX STRUCTURE �If SPACING MAX. ""[•f`.'.•Y-• 5 C1 CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR qR W/NUT(°l 12"0 C OR/ SCHEDULE FOR MAX. 3114 SMS @)6"0 CSPACING (TYP.TOP&BOi TDM) Ff1 INALUM. TUBE 2 FASTENERS 6063-T6 ALLOY wF �� �� e'TrL EACH ANGLE SEE TABLE A FOR SIZE, IL7wR 6 ORC1 6 1"x 2"x 1/8" II/ , I ALTERNATE THRU BOLT o OR 2"x 2"x 1/B" I I�; C1 CONNECTION TYPE 0 0 _Q1 �iW�Ud d o ( REFERENCE ANCHOR MR GL SS ¢ u rr1nf ' ALUM ANGLE -- ----- Y j SCHEDULE FOR MAX 13 O u �a W z 13 (� - SPACING PER TABLE 2 F IA"- Z ig 7p THREE 3/16-0 ALUM ° ili 1 III 74< a 11, 39 d POP RIVETS OR iT1 I ^J GLASS Nwam WW tR'3W^ _ THREE q12 SMS,TYP 17 \\\ OR DOUR—I X✓�N F a@ 3!16"0 ALUM POP •t=0: N d w ow (n1 16RIVETOC.11 YP IIS ''I I _=' I4 � A(IfkNg7E _ SUR 6 0R £?] ID w TABLE A(m) \ 7 J= 6 PRESSURE VS ALLOWABLE LENGTH O N �+ y�/ / MAY USE MALE OR PSF 2 N°B/OB" 3 NO B%DB" O F FEMALE LOCK-SLAT w❑ 62 130' 1BB' 13 ALTERNATE THRU BOLT 1/4"MAX FROM PIfJ C5 COMNECTION TYPE CI CONNECTION TYPE _ _ GUIDE TO BUSHING 14 J, 72 124" 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR REFERENCE ANCHOR �'""`.,'""�' WASHER(TYP) wig 62 119' 17Y NTS SCHEDULE FOR MAX SCHEDULE FOR MAX 19 W SPACING RR 92 114• 16S _ __�(:� .41114x3/4-SMS(m 9"OC }G p ANGLE TO TUBE CONNECTION N a,Y g Pr 102 110" 1fi0'� 120 ID4' 14T 2"x 2"x 125" pv. ce TABLE B(CC4) - EXISTING HOST EMBED. 6063-T6 ALUM TUBE �mm fi 150 9T 131' - STRUCTURE 200 68' 114• PRESSUREVSALLOWABLELENGIH 5 CONNECTION TYPE a a 25a'x 3°x3•x1/B" EDGE DISTANCE REFERENCE ANCHOR PSF WITH BIO WITH 0 SCHEDULE FOR MAX E SPACING c G 62 113' 166" 72 107" 1ST FASTENER N 16"O C Cb ALTERNATE BUILD OUT MOUNT SECTION 9 (USE ANY ANCHOR SHOWN a 62 101" 14T IN ANCHOR SCHEDULE) SCALE 13"=1'-0" m 92 95" 139' m 102 90' 132• / L M 83" 122 120 ' ?r y ry 150 7q• 109" \ / w u; wu H m � 2"x2"x 3/16 RIVET OR t112 SMS 090"6063-T6 z IRN GLASS 13 j M=4 - @ 18"O.C. OR 1/4-24_ 17 ALUM TUBE TYP p�� EPARATIOIJ _ = z NUT 8 BOLT(TYP 1. 3/16"0 ALUM.POP ¢a GLASS PER TABLE X O z m a 4 �6 ALUM. TUBE RIVET OR #12 SMS zu¢ OR DOOR �i (al 18"O.C.(TYP.) 6063-16 ALLOY 2"x S"x 1/8" 'fin u'A @¢ SEE TABIF A FOR SIZE. Q �e b 2 FASTENERS x CONTINUOUS -_-^--------- - S d� & EACH ANGLE ALUMINUM ANGLE E If 11 1 1"x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDE ALUM.ANGL[,TYP THREE 3/16"�ALUM 17 ORIENTATION TYP 17. 0 3 16 5 fpgq� 0 POP RIVETS OR 5 6 C d 17 THREE 012 SMS,TYP T CCCp = F x 2"x 1/6" 13 OR 2"x 2"z 1/8" _. _ EDGE DIST 4 CONNECTION TYPE q ' REFERENCE ANCHOR ffi TT p 8 ALUM.ANGLE `�/" SCHEDULE FOR MAX W!a @ fl1' R SPACING USE MALE OR FEMALE _ OOMUff1IR4ML6BiWmOPE LOCK-SLAT' - EXISTING CONCRETE, 13 13 BLOCK OR WOOD FRAMING 15-2339 (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE EAC!D!lCIUPRONI I - (OUTSIDE) x 1/2"GALVANIZED SCALE:3-= 1'-0" C� OR S S SMS,3/16"0 ALUM _% TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT&NUT SCALE:3"=V-0" L°l 18"0 C � ! FRANK L SENNARDD,P.E. C5 CONNECTION TYPE • t JUa ''�'� REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX STRUCTURE ¢°1- GLASS ACING ¢w Cl CONNECTION TYPE 5"MAX. 1/4-20 MACHItJE BOL`f QQ.-• '..Q GLASS ¢ ¢ �W/NUT C.12"OC BTtl O u REFERENCE ANCHOR O NO OR DOOR tw- N y OR DOOR-- r w U 7 SCHEDULE FOR MAX. 19 ft14 SINS @ 6"0 C-{ - _ 7azl"' 13 j�I=/+"❑'w SPACING 1/2" ITYP TOP&BOT TBMt oNy�7k'_ Sw4" MIN .r= Ir 13 Igwaw CLASS 'z MN X 10 M EPARATIOPI L•t U VI a iQT• T W M 1/a"-20 THRU BOLT W/ GLASS = a $114 x 1/2"SMS 12"0 C X z p z I- I✓ EPARATION a ¢ �° PER 0 a 0 y (510 R(10R/ LOCK NUT @ 12"O C OR PER E F'- OR 3/16"0 ALUM POP TABLE 2 z w O In ❑ o OR 6 12 x 1/2"SMS @ 12 0 C.E.S. f. RIVETS @ 6"O.0 OR 1/I."0 u N "' TABLE2 w ALUM.POP RIVETS @ 12"O.C. a OR 3/16"�ALUM.POP `❑ / FG RIVETS @ 6"O.0 E.S. \ -�= R 1/C"m ALUM.POP RIVETS /, m 11 AND 3O < QQ 12"O.0 E.S.---- ASSEMBLYW,/,- t1AX FROM PIIJ NJIJ GLASS w C / 1/4"MAX.FROM PINSEPARATION 13 r o w o to E TO BUSHING PER TABLE ~N=w' O9 AND 10 GUIDE TO BUSHING w HER ITYPI = z m W $N,9 � WASHER(TYP.) A_- 1/2" Itt AS SEI•IBLY m GLASS y pNa I/2"TYP EXISTING CONCRETE, w3CONNECTION TYPE OR DOOR _ xZp2r NdsII� W BLOCK OR WOOD FRAMING EFERENCE ANCHOR a n a W m CA CONNECTION TYPE CIJEDUL[FOR MAY. S Uv N 'W @ W REFERENCE ANCHOR SPACING - u .J O RN / EDGE SCHEDULE FOR MAX. a F / DIST SPACING AS SHOWN I- IN DIAGRAM ON PG 9 ❑ ✓_' �,OR 6 OR --CJ CONNECTION TYPE w ❑ 0 6m, REFERENCE ANCHOR EXISTING CONCRETE, 1/4"MAX FR011 PItJ SCHEDULE FOR MAX. BLOCK OR WOOD FRAMIIJG /2•• - GUIDE TO BUSHING / \ SPACING ALT.FASTENER Cl CONNECT) TYPE / -SPAIJ LOCATION FRONT AND REFERENCE AIJCHOR 1/ WASHER ITYP.) iO 1/4"MAX FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SEC PION SCHEDULE FOR MAY. WITH THIS LOCATION SCALE:3 1'-0" SPACING PIN GUIDE TO / 5 CONNECTION TYPE Fp• o BUSHING WASHER V INSIDE MOUNT SECTION REFERENCE ANCHOR y�'� n ITYP.1 A SCALE:3 1'-0" SCHEDULE FOR MAX b c e❑M EXISTING CONCRETE, SPACING O'� w BLOCK OR WOOD FRAMI EMBED zm - CD BUILD OUT MOUNT SECTION g o a / TYP BOTTOM EX[STING CONCRETE, SCALE•3"=1'-0" E BLOCK OR WOOD FRAMING +-� 5 1{1 EDGE DIST EXISTING NOTE:FOR DETAILS A,B,D AND E OM THIS SHEET, �- 4 COhINEC11Uhl TYPE EMBED STRUCTURE THE BASE TRACK MAY BE Iti15 TALLIED IN SECTIONS o REFERENCE ANCHOR 5 CONI•IECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS f0 E SCHEDULE FOR MAX REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SPACING SCHEDULE FOR['TAX F MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK L� :5 6 SPACING S USED WITH THE BASE TRACK MUST BE CONTINUOUS w 3 16 ry OVER THE GAPS BETWEEN SECTIONS. 1/2" lf'RO2 F w r K w ¢ I-w ❑w O GLASS �g II�y OR DOOR GLASS 13 r =w^ ¢ ~� 'a2I S6$` w 1112 x 1/2"SMS @ 12" EPARATIO = W=, w 7❑ �! ¢w tr- O.0 OR 3/16"0 ALUM. PER N N a f I 13 joma- 6 7 POP RIVETS @ 6"O.0 TABLE 2 X ❑z F- GLASS OR tl tyN GLq- =2 Z w w OR 1/4"0 ALUM.POP a o a DOORr`SEPARATIO I 13 ❑x I� RIVETS@12"OC. F vIq I�PER TABLE 2 Xzozr MN GLASS r Z"m L! u a ¢a SEPARATION _ p N a L O A d PER TABLE 2 X W❑z I- 'w-'IA g ¢ 1 07AND0 1/4"MAX FROM PIN 1/4-20 S S MACHINE E-'00. ASSE14BLY 1/2„ 1/2" GUIDE TO BUSHIIJG -b SCREW&NUT @ u - TYP WASHER(TYP.) '� � a IJg9 12"O C p ❑ '_^ 1/4"MAX FROM PIIJ_ Y GLASSOR DOOR 1/4"MAX.FROM PIN w - --C4 CONNECTION TYPE w p 1/2" O GUIDE TO BUSHING X GUIDE 7U BUSFJIIJG 4 WASHER(TYP I tdR � �a a WASHER(TYP I EDGE F2EFERENL-E A14CHOR OOFT11T HIMI(LKAVIODPP Yj 5 6 EXISTING CONCRETE, DIST. SCHEOULE FOR MAX PACING AS SHOWN 2 CONNECTION TYPE 15-2339 BLOCK OR WOOD SEXISTING CONCRETE, 4 CONNECTION TYPE IIJ DIAGRAM ON PG.9 REFERENLE ANLIIUR _ OR - - BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX.FRAMINGBfALH "St45 12" SCHEDULE FOR MAX SPACING EAceoleauPnonl "x 3"x 1 3 CONPIECTIUN TYPE q12 x 1/2 C014T @ SPACING ALT FASTENER EXISTING CONCRETE, 063-76 ALUM.ANGLE REFERENCE AIJCHOR O.0 OR 3/16"0 ALUM. LOCATION FRO14T AND BLOCK OR WOOD FRAMIIJG TAY BE REVERSED SCHEDULE FOR MAX POP RIVETS @ 6"0 C BACK ANCHORS NOT REO'D S SHOW14 DASHED SPACING OR 1/4"0 ALUM POP--/ WITH THIS LOCATION �9 OWALL MUUNT SECTION RIVETS @ 12"0 C. O CEILING IIJSIDE MOUNT SEC \✓TION WALL/BUILD OUT DSCALE:3"=1'-0" SECTION SCALE 3"= 1'-0" ,TpANK 1_BENNmDO,P.E. MIN.GLASS X111 MIEOB/4�JB ^^jil GLASS SEPARATION Z OR DOOR PER TABLE 2 13 g� w 3. S OR uDOOR �:• No P U •,d u�n 00465 Q GLASS OR MING1n55 - N W 6. DOOR SEPARATION _-0 1_Q N= X N ° PER TABLE 2 - -� Of ¢3fitrNN GLASS W w 57AT r 1" SEPARATION cr 1.mFBOY W= PER TABLE 2 F N N F O: = �O 1111 V I I W°" o= U'4 Rp� s Il�� �in 13 3 ¢1n 13 X zw'� pam06 /2•• E lu0Z C7 CONNECTIOIJ TYPE '� ZY ggqggt 1 1/4"MAX FROM PIIJ GUIDE 28 u a REFERENCE ANCHOR S J up Q W W oN 9 - / TO BUSHING WASHER ITYP 1 -- ¢1n SCHEDULE FOR SPAC NG _ ¢N °T�rad TWO 1/4"0 WOOD 250" N W d�°�1 LAG SCREWS @ 24" C4 CONNECTION TYPE OC MAX WITH 2" REFERENCE ANCHOR341 IE �p THREADED PENETRATION / p SCHEDULE FOR MAX "T"IIJTO CENTER OF 2X STUDS /wp SPACING18 186 EM0 "T' 14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1"x 4" DIST F PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE / STUCCO FINISH 1"x 4"x.125" a 6063-T6 ALUM.TUBE y p O DECORATIVE FLOOR TRACK DETAIL Op WALL MOUNT SILL DETAIL w � THIS DETAIL TO BE USED WHEN STUD SPACING SCALE.3"=V-0" SCALE:3"=1'-0" IY EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. Ha o mE OWALL MOUNT SECTION THIS DETAIL MAY SCALE+3"=1-0" ALSO BE USED Zm AT TOP v ACCORDION SHUTTER w o: a ° PER PRODUCT APPROVAL F- v -G1A55r o m g� I-' 1 INN GLASS OR DOOR F- 1 1O SEPARATION 13 7 in .a e M x PER TABLE2 1 EXISTING WOOD(G=0.42) `c APPLICABLE AT TOP z Z TRUSS OR RAFTER g b AND OR BOTTOM C a X a @ 24"MAX O.L. 1-112"1-112" 2"OR 3" N EXISTING FINISH I I I MATERIAL i' 5 6 1/4"MAX FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 TO BUSIiIPIG WASHER ITYP( ALUM.AIJGLE W/THREE ' a s 2"x 3°x 3e"x CONTINUOUS OR -- 2.175" g I I1 G -- -- FINI TILE(TYP I 1/4"0 WOOD LAG 11 w ■g 2'x2'xYe"%CONTINUOUS 1" FINISH MATERIAL SCREWS WITH 2-3/4•' 1 a� 1qu1 � trt( y 6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED PENETR "T"IIJ WOOD @ S 6 0.9°MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOL 7"@ 7"O C EACH RAFTER OF TRUSS, I9 � Y ANGLE FASTENED TO 1/ FASTENED TO ANGLE WITH 1/4-20 E OR 5/76"m A325 GRADE THRU BOLT Ca 12"O C 24"O.0 MAX WHERE EXISTING 3 KSI CONCRETE - --� MACHINE SCREWS AT 3"FROM ENDS GAL V.OR S.S ANGLE EXTENDS BEYOND _ AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN-) n s HOST STRUCTURE WITH EN D `— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO G : � 5e"0 ELCO ULTRACONS AT `EXISTING CONCRETE HOST 5"0 C W/1-1/4"MIN.EMB O a 3'FROM ENDS AND 4"O.C. NEXT TRUSS. w w 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 7"O.C.w/1-7/8" FOR BALANCE WITH 1%q" MIN E1,18 IN woo0 SG=O 4 2 70 0.55 MAX.DESIGN LOAD AT 5'-0"MAX SPAN: 1� = I.� MIN EMBEDMENT AND 2'/�' _ x EXISTING C014CREI E. X p MIN EDGE DISTANCE, f 62 P.S.F. i N o ff HOLLOW BLOCK OR 17_ a WPI'F�CIBFANiILB17LV100PE STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE x z o z SPACING,TYP. 2"x 5"x ANGLE CONT ¢ Ir¢ 15-2339 t 52 P.S.F._ ANCHOR SCHEO. ALUM ANGLE 16063-T 6) i o a BASED ON TYPE OF u 111 BCALE, - OBUILDOUT MOUNT STRUCTURE a PAGE°111tOMP°0111 HO IMAX DESIGN LOAD x 72 P S F) SCALE:NTS __�.�___._ _ Hb PASS THRU DETAIL TRUSS MOUNT SECTION °q SCALE 3"=1'-0" SCALE+3"=1'-0" EXISTING H057 F NNARD01 P.E.. ALT.LEG DIRECTION ,s Ll1dg / STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12"MIN FROM rEDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM ROUND WINDOW .•a ,_ - EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 4z'° SPACING,AND 3"MINIMUM EDGE DISTANCE TOP OR BOTTOM �_ py / ANGLES PER B)6063-T6 EUMINUM AM END,SIZE iO - 6549 '• PER SPAN TUBE SCHEDULE Z* EMBED. SPAN TUBE PER - ' �11 ?- DESIGN SCHEDULE - U G NNa �` ACCESS HOLE 1/4-20 MACHINE BOLT W NLR @ %�0'.. 1��fi� EDGE OF ACCORDION z z / E SHUTTER BLADES g u 12"O.0 OR#14 x 3/4"SMS 6"O.C3.5"MIN aTYP1/2"MAX5 5EDGE 316a2.875"0 HOLE(TO RECEIVE DISTANCEMIN.GLASS t3 ZXROUND WINDOW ASSEMBLY) z!q MAXIMUM OF 3 WINDOWS EXISTING Q SEPARATION p W w PER EVERY OTHER BLADE GLASS OR w 9DOOR 0i5 s 1 LIGHT-N-VIEW WINDOW fr�'o EDGE 1/2"MAX 3"MIN w a 8 N.T.S. EXTERIOR ELEV �=p DISTANCE Ul V) ZVIm 5 6 � 0 K O 3 1fi 1/6"IMAX.f-ROM PItJ GUIDE G y f00 Z Z w TO BUSHING WASHER ITYP 1 m ~w OF d ACCESS -'1/4-20 MACHINE BOLT W/NUT @ '^m -1/2" HOLE 12"0 OR#14 x 3/4"SMS 6°O.C. m 2.075'0 HOLE TO '1_ - _ SPAN TUBE PER W RECEIVE ROUND EMBED. I DESIGN SCHEDULE WINDOW ASSEMBLY K ,l 1/2° (2)6063-T6 ALUMINUM 1"a 1 9 AX. ANGLES PER BEAM END,SIZE m rni Q n EXISTING PER SPAN TUBE SCHEDULE p 2 a O M HOST 1/4"0 THRU BOLTS SEE BEAM z STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -.D ymgj� KEDPOINTS SOLID SET ANCHORS WITH 7/8'MIN m<f g EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM FF S] SPACING,AND 3'MINIMUM EDGE DISTAR d " 5 0.125" {}}}0.125' E g 0.032" 0.032" 1 MAX.DESIGN LOAD-f 72 PSF o IZe 3 SPAN TUBE SECTION N.T.S. VERT SECTION o SPAN TUBE SCHEDULE F \ ALLOWABLETUBE NUMBEROF NUMBER OF ANCHORSPERMINIMUMANGLE S ROUND 8 SULTER I SPAN TNRU-BOLTS ANGLEPAN LENGTH S WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP I BOTTOM R°�rm��ti tl 1 I ^a ASSEMBLY- TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE ro 1. 123.0° 135.7 2 2 2 3 4" 7' Fgd / 0.12 �, 101.T 106.9' 2 2 3 3 7" 7- g 0.125' \ / - 123' 89.8• 94.4' 2 2 -3 -_ 3- 7- 7- 2'k6'. " 2k6k BO' 129.1' 167.0_ 2 2 2 3 _4 L_ --- - 88 L7 +Q \ / 0.126' BB•__714^B_-I,_124.1__..__?__ .__2____3 ____.3___.__T.__._7- 12-3'- 1 \ 123' 102.8' 109.6' 2 2 4 4 10' 10' 9 1 2.125. 60- 138.0' 180.9' 2 2 3 3 7' " 02.075" }--(0.188' I I 0.125' �' ,22,T 166.T 2 2 3 4 7" �•10 JI11 03.250" I 123" 116.4' 137.6' 2 3 -4-6- 10• 13• y 2k,Ok -60" _168.1: 24D.0"_ 2_- 2__3 __4_ __7'__ _14._ IE q @ ' \ 88' 140.6_ 22B.9' 2 3 __4__ _ 6 70• _10' LIGHT-N-VIEW WINDOW \ / D.,B76 ,23 ,322 203.1' 3 4 5 7 ,3 S8 R [t LOP,RIOIRRWKL69NNR1pPE 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB _ / SPAN TUBE SCHEDULE NOTES. x x x x 4"ANGLES FOR 2"x5"&2"x6'BEAMS. 15-2339 2. USE 2'x5"zl/4"ANGLES FOR 2"xB"&2'x10"BEAMS. SCALM - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. �Aaepcacumgnl 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER _ CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED 1N A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 99 ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE A96 BELOW THE BEAM. no6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES 70 BE 6053-TG ALUMINUM. O FRANK LBENNARDp P,E ANCHOR SCHEDULE: CONCRETE }I I rPEppsS.4 P. _ 2.S'MIN EDGE DISTANCE G _ Spans Up To 0.0" Spans Up To 8'-3" Spans Up To!2'-0" \Q\' µ7 (1 LOAD CONN TYPE CONN TYPE CONN TYPE ' x ANCHOR (PsUCl C2 C3 C4 C5 Cl CZ C3 C4 C5 Cl C2 C3 C4 CS Q= ND PE004 w. 1/4'ITW TAPCON OR ELCO 43 26,0"16.0"15A"16.0"26.0"I6.0"16.0" 9.0" 23.0"16.0"16.0" 9.5" S.S' 85" 14.5" ULTRACgN WITH 1.3/4' ,53 16.0"16.0"10.5"14.4'16.0"16.0"]2.0" 7.0" 10.5"16.0"15.0" 7.5" 4_5" 7.5" 1009" EMBED(3192P51 MIN CONIC) b2 16.0"16.0' 8.5" 12.5"i6.4"260" 4.5" 5.5" B.5" i$.0"15.0" 7.5" 4.5" 7.5' 20S" Z -art 8 _ 70 16.0"13.0" 7.0" 11.0"'I6.0'T 1S.5"_B.0" 5.0" 7.S" 11.5"15.0" 7.5" 4.5" 7.5" 10.5" 7 / 8 COMBINAT16I 0�•, STATED too 15.0" 7.5" 4.5" 7.5" 10.5"IS,O" 7.S" 4.5" 7.5" 10.5"15.0"73" 43" 7.5" 1.0.5" 2 z 5 tTYP} 4 J 10 COMBINATICIre �'•.-FCi7Rl ,¢ m __ 114•MILLENIUM MILIFAST 43_16.0'•16.0"15.0"16.0"16.0'116.0"16,0" 9.0" 13,5'36.0"16.0" 8.5" 5.5" 9.0" 13.51" i s '••••• L�. N MIN CONCRETE)WITH 1-3V4' 62 (3275p51 62 16.0"15.0" 8.5" 13.D"16.0'•16.0'•to- 18.5• 5.5" 4 0"13.5"13.5' 7.0" 4.5" 7.5" 9.5" O 'rJ/11(vAt I ry �?Q Wa 70 16.0"12.01" 7.0T 11.0"26.0,'14.0" 7.0" 4.5" k 10.5"23.5" 7,0" 4.5" T.5"' 9,5" 4. 4}II _100 13.5" 7A 4,5" 7.5" 9.5" 13.5•• 7�0" 4.5" 7.5' 9.5" 13.5' 7.0" 4.5" 7.5" 9.5"' z 114'ELCO CRETEFLEX SS4 43 16.0"160"16.0"16.0"16.0"13.5'16.0"16.0"16.0"12.5"8.0" 13.0"16.Q" y^,,. qgF W/2'EMBED(3350psI MIN 53 16.0'16.0"16.0"16.0"16.0"16.0"16.0"10.0"IS.S"16.0"'16.0'10.0' 6.5'• 11.0"14.0" 7 z S tTYF.} 2 x S(TYP.) ( W(,�,� pew 't CONIC) 62 16.0"06.0"12.5"16.0"16.0"16.0"32.5" 8.D" 13.0 16.0"16.0"10.0" 6_5" 11.0"14.0" )1�11T xvvl ]0 16.0"16.01"SO.S`15_0_1_6^0"26;01"10:5" 7.0" 11.5 I5.0"25.0"20-,_0"_6.5 11 0"R.F. W A s too 16.0"10.0" 6.5" 11.0"114.0"116.0"10.0" 6.5' 31.0"14.0"16.0"10.0" 6.S" 11.0'•14.0'• q0 I'_MIN EDGE DISTANCE NOTE •'S"INDICATES ANCHOR SCHEDULE SPACING .�14 Cl Cz E3 C4• CS Cl C2 C3 C4 Cs CI Cz C3 C4 CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO [70 16.0"116.0" 7.5"' 8.0" 16.0"I6.d"16.0" 5,0•' S.5" 16.0"16A" 9.0" 3.0" 4,0'" 24.0" - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE ULTRACON WITH 1-3/4" 16.0"16.0•' 5.5" 6.5" 16.0"16.0"12.0" / 4.5" 16;0"14.5" 7.5" 10.0" ANCHORS ONLY n EMBED(319ZpS}MIN CONC) 16.0"15.5" 4.5" 5.5" 15,0"16.0' 9.0" 4.0" 14.5"14.S" 7S" 10.0" - C4 CONNECTION TYPE USING PIECE(8}WITH r, -------- -- -- --""-- --" OUTSIDE ANCHORS ONLY 16.0••12.5" 4.0" 5.0" 16.0"15.0'• 7.5" 11.0"1d.5" 7.5" 20.14.5.5" 7_!F ff 10.0"id.5' 7.5" ' k0A" .5" . ' 100'"16.01"i6A"11.0"13.5"16.0"16.0'•130" 6.5" 9.5'" 16.0"13,,:0" 7.0"" 4.0" 6.S_ 10.5"WITH 1-314'EMBED{3275psi15_0"16.0" 8.0" 11.0•'56.0"16.0'" 9,0" S.0' ].5" AW SO.S" 5.S" S.5" 7.5" ANCHORNMIN CONCRETE) 16.0"11.5" 6.o" 9.0" 16.0'•13.5" 7.0" 4.0" 6.5" 11.0"10.5" 5.5" 5.5" 7.5" I-0- o1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING rn �16.0" 9.5" 5.5" 8.0" 16.0"S1.S' S.5" 5.5" 8.5" 20.5" S.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE q,6 100 10.5" 5.5' N.5' 7.S' 10.5" S. 5.5" 7.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1), q�§ CCL77� - 1414"MIN EDGE DISTANCE _ _ 2 z 1j4'ALL-POINTS SOLID-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, z <g u ANCHOR W/7/8'EMBED& _Ck C2 C3 C4 CS Ci C2 C3 C4 c5 Cl C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR L�3 1/4-20 55 MACHINE SCREW A3 16.0"16.0" 8.5" 00.5"15.0;'15.0 12.0 5.5 7.5 16,0 12.5 6S" 3.0" 5.0" 10.0" EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER S (3000psi MIN CONIC) 53 16.0"15.0" 6�5' B.0" 16.0"16.0" 8.5" 4.0"6.0"' iS•Y 10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. 62 16.0"11.0" S.0"' 7.0' 16.0"12.5' 6,5' 3.S' 5.0" 10.0"10.0" 5.0'• / 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNEC ION TYPE. E q TO 16.0" 9.0 4.5" fi.0" 16.0"20.5' 5.S" 3.0" 4.0" Co- 10.0" 5.0" 4.0" 7.0" 100 10.0" 5.0" 4.0"' 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,AS C-90 HOLLOW CONCRETE a o S _ 3"MIN EDGE DISTANCE _ BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g 1/4'ALL-POINTS SOLID-SET ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED 0 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF w 014-20 SS MACHINE SCREW 43 16.01"26.0"i6A"15.0"16;01'ifi.0'16.0"11.5"16.0"26.0"15.E SI.4" 7.4 12.4 16.4 CONNECTION TYPE. o r (3000psi MN CONIC) 53 16.OT'16.0"13.5'16.0"16,0".06.0"14.0" a.5" 13.5'16.0"18.0" 0.5• 5.5 9.5 22.0 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE A - _ -- ---_ - _ --- 62 26.0"16,4"15A"21.0" AO" 12.01"15.0"16.0' 8.5" 5.5" 9.5" 12.0" ONLY. g �� 70 16.0"15.0" 9.0" 14,0"16.W 16.0" 9.0" 6.4•' 10,0"13,0"16.0" 8.5'• 5.5" 9.5" 6. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED B i0D 18.0" N 5.5" 9.5" 22.0"16.d" 8.5•' S.5" 9.5' 12.0•'16.0•' 8.5" 5.5" 9.5'• iL0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS,EMBEDMENT 5' z-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4'POWERS SS DROP-IN FINISHES. _ W/1/4-20 SS BOLT AND Cl C2 C3 CA CS Cl CZ C3 C4 CS CS C2 C3 ~C4 C5 a{ 1'EMBED(3000psi MIN _43_16 0'16 ON 14.0"I6.0 16.0 k6.p"14.0 8.0" 12.5"16.4"1A.0' 7.5" 5.0" B0" 11.5 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS &C8ii g CONIC) 53 16.0"-a-q�9.5" 14.0"l6�0^16.0" 9.5" 6.0" s4A"16.0"11.5" 6.0' a:o`°� 7.0"' B.tl" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 3:1 G: 62 15.0"12.5" 7.5" 12.0"16.0 14.5 7.5 5.0 8.5" 11.5"11.5" 5A" 4.0" 7.0" 8.0" MEMBERS NOT PLYWOQD.FASTENING TO PLYWOOD 75 ACCEPTABLE ONLY FOR Q 5 70 16.0"10.0" 6.5" Y0.5 16.0 12.p 6.0 4.0" 7.5" 9.0" 11.5' 6.0" 4.0• 7.0" 8,0" 510E CLOSURE PIECES. usi 10o 11.5" 6.0" 4.0" T.0" B.D" 10.5" 5.0" 4.0" 7.0" 0.0" 11.5" 6.0" 4.0" 7.0" 8.0" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF(STUD FRAMING,FASTENER III}}} 1/4'POWERS SS DROP-IN 3-L(Z'MIN_EDGE DISTANCE __ EDGE DISTANCE IS ACCEPTABLE FOR WOOD SHALL BE LOCATED IN CENTER OF NOMINAL FRAMINC,MIN.1 WSCREWS COD STU ID SHA " W1 114.20 SS SOLT AND Ci E2 C3 E4 Fd-557F C2 C3 C4 c5 Ck C2 C3 C4 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD, LAG gg £3 2"EMBED(3000ps1 MIN 43 16.0"16.0"115,01115.0"116.0 36.0"14.5" 9.0" 13.5"160"150" 7.5" 5.0" 9�0" 02.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1(2'ENGAGEMENT OF THREADS IN a g A CONC) 53_14.0"f6_0'10_5"15A"i6A"l6.0"10.4" 6.5"101.5"i6A"12A`" 6.0° 4.6" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER q 5 62 16.0"13.0" 8.0 1.2.5"16.0 15.0'T 8.0" S.0" 9.0"12.0"12.0"-6.0" 4.0" 7.5 -8.5" HEAD(SIDEWALK BOLT),U.O.N, 74 16.4" 11 20.5",7,0" 11.0"16.0"12.5" 6.5"' 4.S" S. 9.5" 12.0" 6.0" 4.4" T.5" 8.5" -160 12.0" 6.0" 4.0" 7.5" 8.5" 12.d" 6.0" 4.0" 7,5" 8.5" 12.0 6.0" 4.0 RS" 8.5"' DESIGNATES ANCHOR CONDITIONS WHICH ARE N07 ACCEPTABLE USES. g _ _ r MIN EDGE DISTANCE _ = DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, a 912 SMS W/2'EYEWALL C3 C2 C3 C4 CS Cl C2 C3 G9 C5 Cl C2 C3� C4 CS NUT OR WASHER WINGNUT. 0OPYPp108W1lL®IWaIOPE ARMOR INSERT W(2"EMBED 43 16.0"16.0"11.5"14.0"16_4"16.0"16.0" 7.5" 20.0'16.4"E6.0" 9.0" 4,5" 6.5" 03.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. �.S'L3B9 (2000psi MIN CONC) S3 16-01,16.01, 0.5" LIZ'16_0'16.0'11.5' 5,5" 8,0" 16.0"14.0" 7.0" 3.5" S.5•' 10.0" _ 62 16.0"15.0" 1.0" 9,5"iK&16.0" 9.0" 4.5" 6.5" 14.0"24.0' 7.0" 3.5" 5.S" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO E4Aut - _ DRILL INTO HOLLOW BLOCK NOR SHO LD IMPACT DRILLS BE USED TO INSTAL. PAGE DEi0111PYloNi 16.0"14.5" 7.5' 4.0" 6.0" 10.5"14.0" 7.0" 3.5^ 5.5"" 10.0"' CONCRETE SCREWS TO HOLLOW BLOCK 100 14.D" 7.0" 3.5" 5.5" d1l"14.0" 7.0" 10.0'14.0" 7.0" 3.5" 5.5" 1010" 012 SMS W/2.75'EYEWALL16.0"16.0""I6.0"16.0" 36.4"26.(Y'10.0"14.0"16.0'16`0 11.5" 6.0" 9.5" 16.0" ARMOR INSERT W(2.5' S3 16.0"16.0"12.0"06.0" 7.5" 11.0 16.0"16.0" 9.0" 5.0" 8A" 13.0"EMBED(2000psi MIN CONC) 62 16.0"S6A" 4.5" 13.5" 16.4"11.5' 6.S" 9.5" 16.0"15.0" 9.0"_ 5.0" 8.0" 13.0' 70 16.0"16.0" 8. 11.5" 16.05.5"' B.5"14.0"16.0" 9.0" 5.0" 8.0_13.0" �100 i6A"r 9.4" 5.6" 8.0" 16.4" 9.0" S,0" &0' 13.0" FRANK L BENNMDO,P.E. ANCHOR SCHEDULE: CONCRETE (CONT.) 111u11I1// RPE004654908 ('f, CEN 2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE ` V SF �-, G Spans UD To 6'-0" Spans Up To 8'-3" Spans Up To 12'-O" Spans UD 70 6••0" Spans Up To 8'-3" Spans Vp 70 12'-0" :• NO PE0046549 :0 _ r LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE S ANCHOR (pso C! C2 C3 1 C4 CS Cl C2 I C3 I C4 I CS Cl C2 1 C3 I C4 CS Cl C2 I C3 C4 Cs Cl I C2 I C3 C4 I CS Cl C2 I C3 I C4 CS - 5/16"RW TAPCON XL WITH 43 16.0"16.0"16.0"16.0"16.0"16.0_16.0"12.0"16.0"16.0"16.0_11_0_' 7.0'_12.0"16:0"16.0"16.0"16.0"16.0"16A"16.0_'16A"12.5"16.0"16.0"16.0"!11.5' 7.5" 12.0"16.0" -O •. = N 1-3/4"EMBED(2899ps1 MIN 53 1- 16.0"14.0"16.0"16.0"16.0"14_5" 9.0" 14.0"16.0"16_0_' 9.0" 6.0" 10_D"12_5'16.0'•16.0"14.5"16.0"16.0"16.0"15.0" 9.0" 14.5'16.0"16.0"_9.5" 6.0" 30.5"33.0" �� N CONC) 62_ 16,0"16.0"31.5"16.0"16.0"16_0"11.5" 7.5" 12:0"16.0"36.0" 9.0" 6.0'_10.0"12.5"16.0"16.0"11_S'36.0"16:0"16.0"115' 7.5" 12.0"160"16.0"_9.5" 6.0" 10.5"13.0" ��'••- STATE OF ® PI f 70 16.0"15.5" 9.5" 15.0"16.0"16.0" 9.5" 6.D" 10.5"13.5"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0_SO.D"15�OT'16.0"16:0"10.0" 6.S" 10.5"14.0"16.0" 9.5_ 6.0" 105"130" �(� ••.;c<ORIO_P,. •\\ Wm u 8 ----- -- -- -- - - ---{-- -- -- 1- ----- � SS, •• G � o 100 16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12.5'16.0" 9.0" 6.0" 10.0"12.5"16.0•' 9.5' 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5"13.0" / µ-� m 5/16'ELCO ULTRACON WITH 43 16.0"16.0"16.0"16.0•'16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.0" 8.0•' 13.5"16.0 16.0"16.0"16.0"116.0"16.0"16.0•'16.0"15.0"16.0"16.0"16.0"113.0" 9.0" 15.0"16.0" ��7/ AL 1E 1��` W w SN= 1-3/4"EMBED(3500ps1 MIN 53 16.0"16.0"16.0"16.0"16.0"16.0"15.5"10.0"16.0"16.0"16.0" 9.5" 6:5" 11.5"13.5"16.0"16.0"16.0"16.0"16,0"18.0"16.0"11.0"16.0"16:0"16_D"�IO.S' 7.5�' 12.5"15.0" Zf�Q �uj U s CONC) 62 16.0"'16.0"12.5"16.0"16.0"16.0"12.0" 8,0" 14.0"16.0"16.0" 9.5" 6.5" 11.5'13.5'_16,0"16.0"14.0"16.0_'16.0"16;0"13.5" 9.0" 15.0"16.0"16.0"110.5" 7.5_12.5"15.0" U Q 16.0"10.5"16.0"16.0"16.0"10.0" 7,0" 12.0"14.5"16.0" 9.5` 6.5" 11_5"13.5"16.0"116.0"11.5"16.0"16.0"16.0"11.0" 7.5" 13.0"16.0"16.0"10.5" 7.5" 12.5" L m = _.--_-_____ - �._ __- ._.. _ _ __-__-_ _-_-_ -_--._.-_ Qg qq °u 100 16.0" 9.5" 6,5" 11.5"13.5"16.0" 9:5" 6.5" 11.5"13.5"16,0" 9,5" 6.5" 11.5"13.5"16.0"10.5" 7.5" 12.5"15.0"16,D"10.5" 7.5" 12.5•'15.0"16,0"30.5' 7.5" 12.5•'15.0" 3•'' uT L-1/2"MIN EDGE DISTANCE -__ ___ _ ___- 3"MIN EDGE DISTANCE -� W v'iG 1/4°304 55 POW ERS TAPPER _ _ ____.- - W/1-3/4'EMBED(3000Ps1 Cl C2 C3 C4 CS CI T C2 C3 C4 CS Cl C2 C3 C4�C5 C1�C2 C3 C4 CS Cl C2 GT fA CS Cl C2 C3 C4 CS N i x w MIN CONC) 43 16.0"14.5" 6.5" 8.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5"' 4.0" 5.5" 16.0•'16.0"13.5"16.0"16.0"16.0"14.0 B4O" 12.0"16.0•'14.5" 7.5" 4.5" 8,0" 11.5" p �62 14.0" 8.5" 4.5" 6.5" 4.5" 9.0" 6.0" 3.0" 3.0 4.0" 16.0"16,0" 9.5" 13.5"16.0"16.0" 9.5" 6.0" 9.5' 16.0"12.0" 6.0" 4.0" 6.5"1 B.5" ID ID WN 11.5" 6.5" 3.5" 5.5" 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0 3. " 4.0" 16.0"13.0" 7.5" 11.0"16.0"14.5" 7.5" 5.0" B.0" 12.0"12.0_ 6.0" 4.0" 6.5"_-.9.5" 5.0" 3.0" 5.0" 10.0" 6.0" 3.0" 3.5" 45" 6:0" 3.0" 3.0" 4.0" 16.0"10:5" 6.5" 10.0"16.0"17.5" 6.5'_ 4.0" 7.0_ 9.0" 12.0 6.0" 4.0" 6.5" B.5" -_ __. __._6.0" 3.0" 3,0" 4.0" 6.0" 3.0" 3.0" 4.0 6.0 3.0" 3.0" 4.0" 12.0" 6.0" 4.0" 6.5" B.5" 12.0" 6.0" 4_0" 6.5" 8.5 12.0" 6.0" 4.0"I 6.5" 8.5" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK - - 1"MIN EDGE DISTANCE-_ _-, -------- _ _ 2.1/2"MIN EDGE DISTANCE _ _ _ m,fl B 5pans Up To 6'-0" Spens UD To B'-3" Spens Up To 12'•0" Spans UD To 6'-0" 5pans Up To 8'-3" Spans Up 70 1210" _� G LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE �� a o ANCHOR (psf) x N Cl I C2 C3 C4 CS Cl I C2 I C3 C4 I CS Cl I C2 C3 C4 1 CS Cl C2 I C3 I C4 CS Cl I C2 I C3 C4 CS Cl C2 C3 C4 C5 to 0 1/4"TIW TAPCON WITH 43 8.5" 70' 3.5' B.5" 6.0-13.5" 6.0" 3.5" 11.5"10.0" 5.0" 5.5" 11.5" 8.5" 4.5" 3.0" 4.5" 8.5" 4.5" 3.0" 9.0" m�p 1-1/4'EMBED 53 7.0" - . - 62 5,5" 3.0" 6_0" 3.5'• B.0" 4.0" 4.5'_ 8.T' �im< 70 4.5" 5.0" 3.0" 6.5" 3.5' 3.5" 6.S' 4A_ -100, 19.0'.. / 4.D" /I t/4"ELCO ULTRACON WITH 43 13.0"10.5" 6.5" 13.0" 9.0" 9.0" N.V.-- 1-1/4"EMBED 53 10.5' 6.5" 6.S" 6.5" 1{ 62 11 70 7.0" 7.5" 100 9 1/4"MILLENIUM MILLFAST 43 12.5•'10.5" 4.D" 5_0'_12.5•' 9_0" 5.0" .,9�0_5:0! 4.0" 13.5"11.5" 5.5" 7.5" 13.5"10_0_' S.5" 5_0_ 10:0" 4.5" .s m ANCHOR W/1-1/4"EMBED ,53 10.0" 6,0" 4.0 10 0' 6.5" 6.0 4 0" 11.0' 6 S' 4.0" 5 5 11 0" 7_0" 4.0" 7 0 4 5" / 62 8.0" 4.5" 8 5' S.0° 4.0 4.0" 9.0•' 5 0' -5.-(F -9'5"r' 5.5" 4..5 4 q 70 6.5" 7.0' 4.0" 4.0" 7.5" 4.0" 4.0 8.0" 4.5" RG' z 100 4.0" 4.0" 4.0" / 4.5" 4.5" 4.5'• V 1-3/4 MIN EDGE DIST NCE 2"MIN EDGE DISTANCE 3 1/4'ALL-POINTS SOLID-SET ANCHOR W/7/8"EMBED& Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS- O 1/4-20 SS MACHINE SCREW 43 15.0 _13.0" 5.0" 6.0" 15.0"11.0" 6.0" 3.0" 4.0" 11.0" 6.0" 3.0" 5.0" 16.0"16.0" 8.5" 10.0"16.0"16.0"10.5" 5.0" 7.0" 16_0"11.0" 5.5" 3.0" _4.5" 8.5" a = 53 12.5" 7.5" 3.5" 4.5" 12.5" 8.0" 4.0" 3.5" 8.0" 1.,.. 3.5" 16.0"13.0" 6.0" B.0" 16.0"14.0" 7.5" 4.0" 5.5" 13.5' 9.0" 4.5" / 4.0" 62 100" 5:5" 4.0" 10,5" 6.5• 3.0" 5.0" 5.0" 3_5" 16.0" 9.5'_ 5.0" 6-5" 16:0"11.0" 5.5" 3.D" 4.5" 9.0" 9.0" 4.5' 4:0" 6.5" B 70 8,5" 9.5" 3.5" 9,0" 5.5" 4.0" 5.0" 3.5" 14.5" 8,0"1 4.0" 6.0" 15.5" 9.5" 4.5" 4.0" 7_0" 9.0" 4.5" 4.0" 6.5" • ._._ .-._ _.-_ -_ ... _..__- -__ 'g 100 5.0" 3.5" 5.0" 3.5 5.0 3.S' 9.0 4.5 4.0" 6.5" 9.0" 4.5" 4.0" 6.5" 9.0" 4.5" 4.0" 6.5" 5/16"ITW TAPCON%L WITH 3'MIN EDGE DISTANCE 4"MIN EDGE DISTANCE 1-3/4"EMBED Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl I C2C3 C4 I CS Cl I C2 I C3 I C4 I CS Cl C2 C3 C4 CS q3 / 16.0"116.0"19.0"112.0"116.0"114.0"17.5"!5.0" 8.5" 14.0•' 8.0" 4.0-13.0"1 5.5" 6.5" ; gp{ 53� 15,5 9.5 6.0" 9.S' 15.5 10.0" 5,0" 6.5" 10.0" 6.5" 4,5" 4..F 6 I .M1 62 / 13-0,• 7,0„ 4:5" 8.0" 13.0„ 8.0•, 4.0" 4.5_ 7. 4.0" 4.5" 45' 1 ' 6.5" 4.5" SW_ 4.5" 6.5" 4.5" 4.5" 1.9/16"MIN EDGE DISTANCE - 3.3/8'MIN EDGE DISTANCE 5/16'ELCO ULTRACON WITH Cl C2 C3 C4 CS ClCI C2 C3 C4 CS Cl C2 C3 CA I CS Cl C2 C3 C4 CS CI C2 C3 CA CS Cl C2 C3 Gl CS RRWKLEB1Y800 PE 1 1.1/4'EMBED 43 12.0"10.0" 12.0" 6.5" 8.5" 7.0" 53 9.5" 6.0" 9.5" 6.0" 6.0" 6.0" 10.5" 7.0" 15-2339 ` 67_ 8.0" 8.0" 14.0" 7.5" 7.0" 14.5" 8.5" 7.0" 7.0" BCAL6 - 70 6.5" 7.0'• / 11.5" 6.0" 6.0" 12.0" 7.0" 7.0" PAGN DUERiPFmN. 100 7.0" /r1glIX1111111A 7.0" 99 ANCHOR NOTES:SEE SHEET 9 FOR ANCHOR NOTES. u ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK "PSED L,aENNAR001P1. {14411!1! 4PE0046549 .{t 2•MSH EDGE DISTANCE \\�� fl -_..,l , LOAD Spans Up To 6'-0" Spans Up To 8'4" Spans Up To 12-0" CONN TYPE CONN TYPE CONN TYPE _0 ANCHOR (p`'0 C1 I CZ C3 C4 I CS Ci I C2 I CJ I C4 CS Cl I CZ C3 C4 CS k= N4 PEOp 9125M5 Wj2"EYEWALL 43 16,4"16.0•' 7.5" 4.0" 16.0"SSS" 8.5" 4.5" 6.5" 15.5" 8.5" -0.5" 4.4" 7.0" _�': 4654 1 3 ARMOR INSERT W1 1-1/4" S3 16.0"Y0.5" 7.0" 3.5" j s EMOED��^�e .62 ia`.o_' 7.5._,-'4.0_ 6.0' 14.5"-9.0"�4.5' �� �4.0"-7.0" -7.0" .3.5" - s m 76 Its, 6.0" 3.5" 5.5" 72.5"i Z5" 1.-" 3.5' 5.5' 7.0" 3.3" 3.5" S.0" �•' STATE OF W IAB G E 100 7.0" 3.5" 3.5" 5.0" 7.0" 3.5'" 3,5" 5.0" 7.0" J.5" 3.5" 5.0" ANCHOR SCHEDULE: WOOD (G=0.55) /SioNa�. Y/t rlrtl111+t u LOAD 3/4"MiN EDGE DISTANCE " Spa ns UD To 6' Z W-4" Scans Uo To 8'-3" SEans P T 112'-0" O Qaau J Q 0 d ANCHOR (P CONN TYPE CONN TYPE CONN TYPE z !SFR( !TiyK1 _ CI C2 C3 C4 CS Cl C2 C3 CS C4 Cl i C2 C3 C4 CS z aN 1/4"LAG SCREW WITH 1-3/4' 43 16.0"116.0111.5112.5"11.5"12.5"16.0"16,0"16.0" 7.5"1901 16,0"16.0"14.5"14.5" 6.0" 16.0" d~W z MIN THREAD PENETRATION 53 26,4"i6A" 8.5" 10-,4"16.01,16.0'_f6.o"_6.0" LD" 16 0"L6.0"7.YS° -.T 5A" 1Nr 62 16.0'"16.0" 7.0" 8i5"16.0'16.p"14.5" 5.00'" 6.0"16,0"16.0"11:5" A,0"-5.0" 16.0" C will w m TD 160"160" 6A" 7.5" 16.0"150"12.5" 4.0" 5.S" 16.4"26.0"i2.5' 4.0" S.0" Y6.0' N -- -- --- -_-._-�- r 300 16.0"YL5" 4.0" 5.0" 16.0"16.p" " 4.0" SA"16,0"16.0"11.5" 4,0" 7/16•WOOD BUSHING WITH 43 16.0"16.0" 8.0" 100"16.0"15.5" 8.S' 4.S" 7.0" 15.5" 8.5" 4.5" 4.5" T.0" 0 1.33"MSN EMBED 8,114-20 53 26,0"20.51, 5,5" 8.0" 26.0"I2.0" 6.p" 3,5" S.S" 11.0" 7.0" 3.5" 9.0" 5.0" .fin.. SS MACHINE SCREW ---------� 62 14.01, 8.0" 4.5"�6.5" 14.5" 9.0 4.5" 3.D" 4.5" 7.D- 7.0" 3.5" 4.0" KO- -T�Lnmm 7S" _3S" 9.0� 5.5" T.0"_3.5' _4.0" 5.0" d 1''�u�o�1�8, 100 7.0" 3.5" 4.0" 50" 7,0" 3.5" 4.0" 50" 7.0" 3.5" 4.0" S.0" Id 914 SMS OR 414 WOOD _43 16A"260"12_5"Y4.5'26.0"16.8"26.D" 8.0" 20�p"Y6.D"16.0"!3._5" 5.0" 7.0"SCREW WITH 1.3/4"MIN 53 16.0"16:0" 5.0" 11.5"16.0"16.0"15.0" 6.0" B.0" 16.DD 16.0" 9,5" 4.0" 5,5"1116,:0"" .0 W 3 THREAD PENETRATION �g2 S6.Q"15.4" 7_5" 9.5" 16.0"16.6"11.5' S.0" 7.0" 56.0"Y6.0" 4.4" 5.5" 13.0" '$ QIDABUlEN00h. 70 1'6.0"16.0" 6.5" 8.5 16.0"16.0"10.0" ti 100 16.0" 9.5" 4.0" S.5" 23.0"16.0" 9.5" 4.0" 5,5" 23.4" ANCHOR SCHEDULE: WOOD (G-0.42) Z � 3/4"MIN EDGE DISTANCE _pa G Spens Up To 6'-0" Spans Op To 8'•3" Spans Up LOAD CONN TYPE CONN TYPE CONN TYPE £ S _ ANCHOR (P Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 8 1/4•LAG SCREW WITH 1-3/4 43 16.0"116.0"19.011 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.01116,0" 9,5" 3.5' 4.5" Y5.0" MIN THREAD PENETRATION 53 16.0"116.0'16.5' 8.0" 16.0"16.01,12.5" 4.5" 5.5" 16.4"15.0" 7.5" 16.0"16.0" 9.5" 3,5" 5.0" 15,0"15.0" 7.5" 3.0" 4„p" 31.0" c TO 16.0"13.5" 4.5' 6.0" 16.0"f6.0" 8.0" 3.0" 4.0" 11.5"15.01, 7.5" 3.0" 4.0" til- A 4 100 15.0" 7.5" 3300" 4.0' 11.01,15.01 7.5'_ 3.0" 4,U" 11,0"15 0" 7,5" 3.0"4.0"11.0" h, m #14 SM5 OR 414 WORD 43 16.0"16.0" 8.S"-1Q.5'56.0" 6.5" 3.5" 50"20.5" pp SCREW WITH 1-3/4•MIN 53 16.0"Y6.0" 6.5" 8.0" 16.0"16.0", 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" +4.. 1. O SHREAD PENETRATION 62 16-0-111.5"15.0" 7.0" 16.4"13.0" 6.5" 3.5" S.0" 10,5"10.5'! 5.5" 2.5"70X6.0" 9.5" 4.5 6.0'_16.0"11.0" 5,5" 3.0"T. Y00 20.5" 5.5" 2,5" -4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 20,5" 5.5" 2.5" ill ANCHOR SCHEDULE: GROUT-PILLED CONCRETE BLOCK primaq 4•MIN EDGE DISTANCE Q K SZ"i i3 q Spans Up To 6�O„ " SQans Uc To 8'-3" Spans Up CONN 12'-0" � �7 LOAD CONN TYPE CONN TYPE CONN TYPE +� O 12'- ANCHOR (p5f} 98 x CI C2 C3 C4 CS C3 i C2 C3 C4 GS Cl C2 C3 G4 C5 5/16"1TW TAPCON XL W/ 43 16.0"26.0"116.0116V 16.0"16,0"16.0 16.0"SS.D"16.0"16.0"16,0"115,0" 9.0" 14,0"16.0" u4 2-1j4"MIH.EMBED 53 16.0"16.4' 16.4' 2fi.0 16.0 26.0"16.0"Il.p"16.0"16:0"26.4"12.0" 7.5" 12.4"Y6.0" �qtt 62 16.0"16.0"14.0'''1fi.0"160"16.0"15.01, 9.p'" 14,0"16.0"16.0"12_0" 7.5" 12.0"16.0" TO S6A"16.0"Y2.5"16.0"16.0"26.0"LZ.5" 8.0" 12.5 16.0"Y6.0`;22.D" 7.S' 12.0"(16_o" _ 100 16.0"12.0"�7_5'_320"16.0"16.0"12.0" 775" 12.0"I6A"16.0"12_0" 7.5" 12.0;:T 2.0"160_ ¢¢ TT pgE S m SJY6"ELCO ULTRACON W( 43 Z6.0"16.4"(20.5"14.4"26.01,I6.0"10,5" 6.5" 9.5" S6.p"21.0" S. 6.5"f 4.4" A @ f^ 2-I/4"MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" Z5" 7.S" 13.5" 9.0" 6.5" p-0PEEPIORWKLaB2NBppPE 1° 62 26.4"30.0".6.4" 9-p"{'-16.0"Li AT 5.5" 5.5" 9.0" 4.0" 6.5" 15-2339 8.0" 5.0" 8.00"i 15.5" 9.5" S.S5' 70" 990" 6.5" - W z 100 9.0" 5.5�6�5" 9�.0" G 5_5" 6.5" 9.0_' 6.5" E1 08 2"MIN EDGE DISTANCE PACE oEtneYPTI4N1 _ CS C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 - _61 ....._.CX_-.__CS 412 SMS Wj 2"EYEWALL 43 36.01,36.0""9.5' 11.6 16.01,1s`.p"14.0" 6.0" B0" LEV 14.5' 7.5" 3.5" 5.5" 33.5" or ARMOR INSERT W/2"EMBED 53 16.0"16.0" 7.0" 9.0" 16.01,16.0" 9.5" 4.5" 6,0" 3.0" 4.5" 8.5" �'� n 70 16_0"10.5" 5.0" 6.5" 16.0"12.5" 6.5" 3.0" 4,5 9?0"�11.5 6.0" 3.0" 4.5" B.5' A CNO NR OTE5:SEE SHEET lJ 9 FOR ANCHOR NO 500 11.5" 6A" -30- 4.5" 8.Y'' 12.5"