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HomeMy WebLinkAboutProduct Approval (3) A air -4n. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC'S-ff BCIS Site Map Links Search k—)Pro U Approval usR.E Public User ......... > �i >Application Detail ... ........... FL# FL11398-R3 Application Type Revision Code Version 2014 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 Tom Johnston tomj@tc-alum.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 Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I!I i Evaluation Report-Hardcopy'Received . Florida Engineer or Architect Name who developed John W.Knezevich the Evaluation Report Florida License PE-41961 Quality Assurance Entity National Accreditation&Manageffil ent Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence J, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code 24GA STEEL STORM PANEL pN FOR USE OUTSIDE THE HVHZ & WIND ZONE 4 : f/16 1/2" UNLIMITED WIDTH.............(PERP.TO PANC•L SPAN)TM MAX.ON CENTER PANELNATTAChIMENT TO MOUNTING ", If R DIRECT MOUNT.�1}IAS i I j I I ( I Ilei TABLE1 ( I Ig-11V�L°x', ALLOWABLE SPAN SCHEDULE(STEEL fl>1 IV W rn Q¢¢ 0 � � PANELS ONLY) _ _ - U a w LL Z. KEYHOLE PUNCH DETAIL TEG! l� ALTERNATIVE HOLE DIA.OF I I I ti 9 3 I ANE LLOWA DESIGN +'m w� -'5/8"-IS.ACCEPTABLE�- - -- - I I I SPAN A PRESSURE I TABLE 1 NOTES: W w N w 3 b PANEL _ +35.0 PSFES UR 38.0 PSF • LINEAR INTERPOLATION rL J L -' - __ ..._......_._.5....-.. i 114" +39.2 PSF -41.1 PSF BETNJEEN SHUTTER SPANS IS - _ o w I a'+ : ! '- ••"""""''- cc NOT PERMITTED.FOR SPANS Lu m �� I I 108" +44.2 PSF -44.7 PSF ,,'),�.m+0g i - w m •� BETWEEN THOSE INDICATED 106" +40.0 PSF -4G.O PSF a a _ ABOVE,THE DESIGN PRESSURES _ K w I ! I ! 102" +49.7 PSF •49.7 PSF FOR THE NEXT HIGHER SPAN a +56.1 PSF -56.1 PSF SHALL BE USED. �+ 2 4"PSF -7.�6�4 3.9PSF DESIGN PRESSURES NOTED4" +73 . PSF IN TABLE 1 APPLY TO ALL MOUN'T'ING AND ANCHORAGE78"_ +65. .2 PSF72" +1000.0 PI - CONDITIONS AND SHALL NOT BE m N I+ EXCEEDED. w y 21, 4:3 11 le QC=� u ' NOTE:TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS' 1`7 E Z s NONorcHINGOF�PICAL ELEVATIOIVSHAPES WITHowed. � �•• E t. E 35 HURRICANE PROTECTION MAX PANEL SPAN 1 STEEL PANELS ONLY 1 PER TABLE 1 1 N.T.S. EXTERIOR ELEV 3 GENERAL NOTES - iSYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE _= y (FBCI INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC)FOR USE OUTSIDE THE HIGH --- EL CITY HURRICANE ZONE&WIND ZONE 4.SCE PRODUCT EVALUATION REPORT FORM RE INFORMATION. 2. NO 33-1/3°/INCREASE 1N ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANC110R DESIGN. Z 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE ETERMINED PER c SEPARATE ENGINEERING IN ACCORDANCE Wll'H'I'HE GOVERNING CODE,PRESSURE REQUIREMENTS AS DETERMINED 1N r o ACCORDANCE WITH ASCE 7-10 AND CFIAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014)SHALL BE LESS 7FIAN -" • y w o:q I o OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3S qq 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. p a -I gl'g k 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING AND IS INTENDED FOR USE IN WIND ZONES 1-3 ---- - }u ONLY. .m..... 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE _ - E I- ..... V R CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL -- __-._.-..-_ n A PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. a _ Fsa 7. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN N CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL �'- _ •- Q DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE -. 8 S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. - d BRICK VENEER PER ASTM C62(BY OTHERS)SHALL BE ANCHORED PROPERLY 1'0 TRANSFER ANY APPLICABLE LOADS TO THE EXISTING HOST STRUCTURE. 9. STORM PANELS SHALL BE ASTM A653 GRADE 40 STEEL WITH G60 GALVANIZED COATING TESTED THICKNESS 0.0232". 10. ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY TRANSPARENT PROTECTION tYSTEMS,Inc. •I y 100%SYNTHETIC THERMOP PANELS POLYMER RESIN(UV STABILIZED).TYPICAL 7EN91 E OTRENGTH Fy B8.908 KSl CFLEXURAROM i• ._ _ ,, � $ STRENGTH E RUSIONS SHALL BE 6063 T6 ALUMINUM ALLOY(UNLESS NOTED OTHERWISE. ALL TOLERANCES SHALL BE IN z OPTIONAL HORIZONTAL MOUNT COPYWGNfiBAN1f .LBENNMDOP.E. 12. ALL EXXTT ACCORDANCE WITH ADM 2010. 13. TOP&BOTTOM DETAILS SHOWN MAY BE INTAS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED 1 N.T.S. EXTERIOR ELEV 14-2031 VERTICALLY OR HORIZONTALLY AS APPLICABLE. 14. PANELS SHALL BE PERMANENTLY LABELED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL SALE: - 5 AND SHALL FACE &EEXTERIOR X ERIORTRY IAND COONTAIN AT LEAST THE FOLLOWING PgG9-PEScwvTTo_01 STRIES FT.LAUDERDALE FL ASTM E330 E18�6 S.E1996 MISSILE LEVEL D FLORIDA PkODUCY APPROVAL NUMBER 15. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL STAINLESS STEEL,OR 2024-T6 ALUMINUM . .© ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSI UNLESS OTHERWISE NOTED HEREIN. 16. CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 17, SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. ---12.00"(COVERAGE)--- -6,00"(COVERAGE) z.50" P+yi_p4 NAa40•a.u• •-2.02"-i t-2.02"-f �-2.02"-t }....... � 0.1ao" -z50".___.: `'b``,519 n �'•,, 1 IV i 0.0232" '� TYP ry 0.0232" i. _--. N 1 •� 00"I- do ry `�•O: 'JL.00". yp ?� -11.00"' ,^�'�b l' � '.•O i a q I j t� I ohm x'f1• � }--•-6.00" 6.00" -.-...�..}� 1.17" -�1,pT� Q ice. ocm. I 1-�'-----•�- 12"PANEL COVERAGEip ' .+et -•-- 1.61" �1A7"}• - 8,332'HALF PANEL +� m. • --14.375"(TOTAL WIDTH) - --- 15 1/4"MAX TOTAL PANEL WIDTH is STEEL HALF STORM PANEL Ol STEEL STORM PANEL NOTE:IIAIFSTORM PANEL SIIALLONLY BEUSEDASAN 1b POLYCARBONATE STORM PANEL END PANEL CLOSE TJ REMAINING OPENINGjMAT _ L .J, U LL Q MAY 0t LESS THAN FULL PANEL WIDTH �7 Q -4-0.062" - _ _ f MAX.5.238"----{ 1/4-20X3/4 KNURLED STUDS W/ 1/4-20X3 4 KNURLED 1/4.20X3/4 KNURLED L N 40i 3 - - -" `- -- --- -- WINGNUTS SPACED AT 12'O.C, STUDS W/WINGNUTS STUDS W/WINGNUTS W W "' o 2.250"� . . ._ .._ - -4.125" J a 2,250" m -0.120" -� -- - ---{UIRECTtON MAY 8E REVERSED) SPACED AT 12"O.C. SPACED AT 12"O.C. W ti 0.094". z - p.0�1 -(DIRECTION MAY BE- - (DIRECTION MAY BE t CC y 0.095"- �p,044" 0.095"_0.094°� REVERSED) p:091'°��r RHVERSED) - --'-- = - NA"3_ -}--�• r T !. . .tel f So .,_-_, 'o 1 0.094" ;� •0,094" 0.101" I f7 � I •- f .i a� r.. _0.37 UJ 1.040" 'VV ,k\Y) F {{,, "2",3",4"OR S". 0.041" n:��' 0.062 0.0,62"0.375" 0.062"--2.06?--( 2.06"-� S,app.J �MINIMUM� 1,000" {---�MINIMUM 2"LEG .632"LEG r2 "H"HEADER O"U'+HEADER 3a BUILD-OUT"U"HEADER 04STUD ANGLE 4a SEE COMPONENT NOTES STUD ANGLE 4b STUD ANGLE r�r SEE COMPONENT NOTES SEE COMPONENT NOTES W of C ro C c b O m i",2" 0.378" _ O m s OR 3" I 0.29p"-�(-� 3�. * 11tt 0.188"� 0.315" 7� "T'--"'- 'f.. 0.465" 0.125" �m w r 0.31 .d90" 0.315^"�-' -j-• TYP, �'��Jf- 0.465'4 -1 7'YP. HAD BOLT STUDS 4.1254••. .. Y(!�E O.d65' I °�420 .- .000" W/WINGNUTS E x '188. HEAD IL gOL75TUD5 t`--'- EA2 SQ4HEUDS SPACED AT 12"OC 0 03 a 0.090" II (LEG DIRECTION M "'�''•"'m'""''"= - 0.086'• SP WINGNUTS nn SP WINGNUTS "u �- SPACED AT 12"OC (nP) SPACED AT 12"OC MAY BE REVERSED) 7 BUILD-OUT"F"TRACK S "F"TRACK Sa "F"ANGLE TRACK 6�TUSE O 5 ANGLE L 1 COMPONENT NOTES ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF ' .� THE PANEL,THE FIRST AND LAST ANCHOR IN ALL TRACKS SHALL I � � BE INSTALLED WITHIN THE FIRST 3"AND LAST 3",RESPECTIVELY, o INSTALL ALL ANCHORS PER THE RENUIREMENTS LISTED IN THE u$ ANCHOR SCHEDULE. I 4.069"-{ ('0.125" ggg„ 9 -_'- O.A4" I 0.873" I.0.313" j o 4 ,q 0.25" ��rim`j tm jeV -I- ��1tII+uU,11+ pals" .25 T ( 111111111t111t1t� 7AkAt1 0.30" �� 1111111�111111111V ALLAY Q1/4-20 SO./HEX WASHER WINGNUT 10 KEYHOLE WASHER 11 12 1/4-20 316 SS MACHINE 14 1/4-20 y O 13 #14x ,4 15 1 4-20 � NON-RECESSED FLAT 20 GA.GALV.STEEL tt=,038') HEAD BOLT BOLT WJNUT SIDEWALK BOLT SURFACE TYPE ONLY GRADE 40 OR 0,050'ALUM - SDS/SMS SCREW TRUSS HEAD BOLT COFMWFRANKL BENNAN00 PA, ALLOY(3004-834) RREQUIRES USE OF XMOLE I DIRECT MOUNT APPLICATIONS HER 14-2031 SCALVe . P,QGE DESCRIPR4N{ or a FRANK 1..SENNARDO,P.E. CONNECTION TYPE C2 EXISTING CONNECTION TYPE C2 ;IVABouItlBaYry�° ANCHOR PER ANCHOR HOST ANCHOR PER ANCHOR EXISTING J .ANCHO PCONNECTION TYPE__ HOST /. 1 .` C a '. O ,,,••• SCHEDULE STRUCTURE -SCHEDULE HOST 0.327 0.437" •'d41 vC •'S. STRUCTURE ANCHOR PER ANCHOR O 012"0. •M fi _ --MAX.MA%. O EXISTING MAX. ` ry,MAX j EMBED. {I 0.437" STRUCTURE y°"MAX Z:)o y' EM IED. 1 / yon r j Tf a% a Uq MA% Ya"MAX / EMBED.. m ,o�c7 NUj'' �c� l•°J In �•4 O2 f0' 'Cj.�` C -� 9 ALT LEG DIRECTION --- ;q 3 I Y i•i X 1 NO --- - - - - - -- - - Ib CONNECTION TYPE C3 ~w 3 GLASS SEPARATION - GLASS SEPARATION_- `-' -- ---_- - -ANCHOR PER ANCHOR � - W 3�"•� ___ _ NOT REQUIRED NOT REQUIRED --'"' T SCHEDULENOT REQUIRED - ,`GLASS SEPARATION= OA "H"MOUNT SECTIONOB BUILD-OUT"U"MOUNT SECTION ©ALT.BUILD OUT"U"MOUNT SECTION ` e• GLASS SEPARATION NOT REQUALT LEG DIRECTION GLASS SEPARATION IRED GLASS SEPARATION CONNECTION T..YPE C3 NOT REQUIRED EXISTING ANCHOR PER ANCHOR —�— NOT REQUIRED �✓''tI' t I m - w t Y I` - � SCHEDULE 3 11 d n I Ln a ST vai F a d o w - z 1/4-20X3/4 STRU TOURE F/ 0.437" w j!, z D._cU n am /O rn n KNURLEDMA% u+ < p� ti a jw p EMBED � STUDS SPACED /p� 9 Q �p w O z m 1 12"O.C.MAX s -III Jl/l C� O a EXISTING �w p C -9 Q EMBED. �� �I � HOST STRUCTURE z, 1 o .. -EMBED. 0.437' _ o g $ qb MAX CONNECTION TYPE Cl C - EXISTING ,.•� an.,b t tc Ib ���� N - � � -� ANCHOR PER AQP�R SCHEDULE. a C_-NECTION TYPE Cl HOST CONNECTION TYPE C3 FASTEN @ 6"O.C.OR 12"O.C.,BUT DO LL --�N- •STRUCTURE CONNECTION TYPE Cl ANCHOR PER ANCHOR NOT EXCEED ANCHOR SCHEDULE i ANCHOR PER ANCHOR ANCHOR PER ANCHOR SCHEDULE SPACING.KEYHOLE WASHER REQUIRED o SCHEDULE SCHEDULE IF ANCHORED WITH TRUSS HEAD BOLT, t 5 ( STUD ANGLE WALL MOUNT SECTION ( BUILD-OUT""FF"TRACK SECTION OF DIRECT MOUNT SECTION CONNECTION TYPE C2 EDGE' ��• 4 EXISTING ANCHOR PER ANCHOR EXISTING •< / DIST, CONNECTION TYPE C4, f a'= 1 iG'gtl HOST ANCHOR PER ANCHOR GLASS SEPARATION W' o6 a STRUCTURE 0,625"HOSTSChIEDULE _ STRUCTURE . -' 'SCHEDULE NOT REQUIRED _ - - � ED. r p t7 EMBED./ I z `J MAX LEG DIRECTION MAY 1 z a BE REVERSED- 1"• I w ! `0.625" 1� EDGE fAPYNGMF0.4ll(LBENNA°DBP.E. CONNECTION TYPE C4 DIST. ANCIIOR PEll 14-2031 GLASS SEPARATION SCHEDULE • 5 ALT.LEG DIRECTION I la 16 NOT REQUIREDSCALE, CONNECTION TYPE C2J -'• PACEDE_st$Ivrl[IN: ANCHOR PER ANCHOR GLASS SEPARATION EXISTING SCHEDULE NOT REQUIRED HOST fin. STRUCTURE I ®., ©"F"TRACK MOUNT SECTION OH TRAP"U"HEADER SECTION OI TRAP STUD ANGLE SECTION C �/ IN [TEM x13@ 12"O.C.MAX. 2"x5"xl/B"x CONT.6063-T6 ALUM.1N BETWEEN TRUSSES, ALLOY ANGLE WITH(3)1/4"O WOOD,.'"COINCIDENT WITH ANCHOR LAG SCREWS WITH 2"MIN.EMBERiROW CENTERLINE INTO WOOD @ EACH RAFTEEXISTING WOOD 3" TRUSS,24"O.C.MAX. 1TRUSS OR RAFTER 1.5"– 1.5"- MIN.END DIST.AND 3/4"MINAD*E7 GLASS SEPARATION I DIST.WHERE ANGLE EXTENDS`I+2BEr CONNECTION TYPE C3 NOT REQUIRED @ 24"O.C.MAX �`, I..—— THAN 6"BEYOND LASTTRUSQ I:ND GLASS SEPARATION ANCHOR PER ANCHOR (G=0.42 MIN): .� �-.— ANGLE TO NEXT TRUSS. S 0; 7I• NOT REQUIRED SC,IEDULE �''. W N S• tP a, E%ISTING WOOD �'6'S/O• �JC^ ^° _ _ 0 STUCCO FINISH CONNECTION TYPE C4 tt a w z t MATERIAL /// ,ox, U ANCHOR PER ANCHOR _ I vi _ o / a ••X Rj SCHEDULE O woo _ _ tc� 1"-� y," -1 - 0'-4"MAX PANEL SPAN �pU'�w –U tb U MAX MAX DESIGN PRESSURES: – l'J Qa ¢u�w L9 TO G=0.42 WOOD MIN: Z^ tv O w +/-so vsr• W lU zi 3 0 EXISTING-- HOST _-.•� w ib STRUCTURE to .t o w m EDGE EXISTING �D­1 12 @ G"O.C.MAX tb HOSTGLASS SEPARATION � ALT.LEG DIRECTION NO'f REQUIRED j STRUCTURE CONNECTION TYPE CS ANCHOR PER ANCHOR SCHEDULE co JO"F"ANGLE TRACK MOUNT SECTION OK REVERSE"F"ANGLE TRACK MOUNT SECTION O CEILING MOUNT/BUILD-OUT SECTION-OUT SECTION N �rn1 m J 52 _z m 3 2 3s 0 o� AIR GAP, BRICK VENEER v t•L I&_ANC C62 °t I MAY BE REVERSED GLASS SEPARATION '"-- i� NNECTION TYPE C2 GLASS SEPARATION NOT REQUIRED – I HOR PER ANCHOR NOT REQUIRED ... ii HEDULE E }•.-r.'.,....c .. z / A37" f6MAXqEMEED• � 1I / ppMAx jjEMBrl. EDairaavi�i / ZEXISTING WOOD i 7n t/aj 1 ¢aSTUDS SPACED �� t MAX z U� _ l'J I �• _ ° @24"O.C.MAX / ..�� .'- c� 0 EXISTING --6"MAX---I a Ow (G=0.42 MIN) HOST J ,EMBED, -rP .c •• STRUCTURE w / M !2X�@ 9"O.C.MAX I Q g 2 x14 WOOD SCREWS OR Ye"LAG SCREWS GLASS SEPARATION / I^ 1"x4"x0.125"6063-T6 ALUMINUM TUBE ( ) NOT REQUIRED to EXISTING AIR GAP 111H. OR 2"x6"PT WOOD BEAM.WhIERE BEAM WITH 2"EMBEDMENT,�"MINIMUM EDGE HOSTCONNECTION TYPE C2 EXTENDS MORE THAN 6"OVER LAST DISTANCE AND 1-3/4"MINIMUM END STRUCTURE BRICK VENEER ANCHOR PER ANCHOR �1. STUD,EXTEND BEAM TO NEXT S'fUD DISTANCE TO 24"O.0 INIMUM WOOD PER ASTM C62 SCHEDULE CDPPoGWFMAxLEENNWWP.E. STUDS O STUD ANGLE BUILD-OUT MOUNT NO"U"HEADER BUILD-OUT THROUGH VENEER OVER OO DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL 14-2031 SCALEt s SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION PAGE DESCRIPTioN.• �9 W ��F,,NRgqNN�XL pLNNANUO,P.E. GLASS SEPARATION ALT.LEG DIRECTION '000:w NOT REQUIRED CONNECTION TYPE C3 '• AIR GAP BRICK VENEER ♦ """'•• ANCHOR PER ANCHOR 14� EXISTING PER ASTM C62 SCHEDULE 0'�'i `9 HOST ......... .... ......,........... b,• Q STRUCTURE- / 4p 4b �--6"MAX------{ 1 =zo; G % EMBED. a '•� �� /w O y w �����•O —� #M•� �,; z EMBED. 'lei`}b.K u] C.). LLI �- -—-- --- - 'fCON1/4-20X3/4 - 0.437.. CONNECTION TYPE CI —6"MAX--� xx ANCHOR PER ANCHOR KNURLED / MAX — I_--�- Z ANCHOR PER ANCHOR f SCHEDULE STUDS SPACED _.. - - -SCHEDULE- ._- _ ______ __ - 12"O.C.MAX 9 m 3 - - _ - --- -, - II _.- - _ EXISTING �y N __ __—_ ST 1 to!n �—'�� - - STRUCTURE -AIR GAP - -- --- - CONNECTION TYPE C3 -._ �W�3 GLASS SEPARATION BRICK VENEER ANCHOR PER ANCHOR NOT REQUIRED PER ASTM C62• SCHEDULE ©STUD ANGLE THROUGH VENEER OVER STRUCTURAL ® BUILD-OUT"F"TRACK THROUGH VENEER OVER " BASE SECTION STRUCTURAL BASE SECTION 6 (L EXISTING HOST ALUMINUM ANGLE CLOSURE- _ _ / H a ai STRUCTURE PIECE:1"x2"MIN,1"x5"MAX, �� c m 0.0625"MIN.THICKNESS. / 7.E a O m O�rc� qW 1/4" 1/4" n / 1 1° Ib /y. III —IMAX. MAX. ,�•E 3 g HOSTEXISTING EXISHOST TING T .W'- LS RUCNURE / 1/4" STRUCTURE STRUCTURE- ®®® 4 MAX. -- 9 I�P 24' UC r' �•-• IP ®TRAP MOUNT CLOSURE DETAIL OS WALL MOUNT CLOSURE DETAIL EDGE o DIST. -' w EXISTING cq `gg egy� HOST w r MAX`1_= STRUCTURE I J. 1/4". ALUMINUM ANGLE CLOSURE• - isggg MAX PIECE:1"x2"MIN,1"x5"MAX, 1 1° lb BUILD-OUT 0.0625"MIN.THICKNESS. ANY ANCHOR PER ANCHOR SCHEDULE, , kDISTANCE EXISTING SPACED 24"O.C.MAX FOR DESIGN p ALUMINUM ANGLE CLOSURE HOST PRESSURES 5 62 PSF,12"O.C.MAX II Ib LQ g I 3 PIECE:1"x2"MIN,1"x5"MAX, c FOR DESIGN PRESSURES>62 STRUCTURE z 24•uc PSF. I1�86@2p 0.0625"MIN.THICKNESS. �p COFMWN %LBENNNWRE. � av iV 1 In In 114„ � 10 �'MAX. ///�����\ 14 a 24• PC SCALE, 14-2031 A \ _PES - 14 C•24'OC IS EAAE p_E,SCR;P.T1,OMu 5 .. 14 a 24.111 :�1 I5 1 1° Ib MAX. CORNER ANGLE: - -- - a 17 CP 0,050"3004-H34,3003-H14,OR I1 I 1° Ib C 5052-H34 ALUMINUM; OT OR 20 GA GALV A36 STEEL BUILD-OUT MOUNT CLOSURE DETAIL OU ALTERNATE CLOSURE DETAIL OV CORNER ANGLE DETAIL 11,,tlENNANUO,V.E. N o 4G .. N•'.`O o'q�•••g a HANDL RIVETED TO PANEL '',''������,F rj 5•U W2..x66 PUNCH Y,"xl"HOLES IN IL a W`LL�� - - ADJACENT PANELS TO z Y $m w RECEIVE THIS BOLT W/PM t NUT.PLACE PANEL OVER EACH W W 9 3 '� -- - - - -------ADJACENT PANEL AND FASTEN '�- --- ----�-- - - ----_.. - - _ -- - - ----- - -------_�_ -- -� -----. _r----- ---- - - - -- N O� - WINGNUTS FROM INSIDE J -- 3 zgY O Lu C F N 0 N 0 Wa a �F-a o p (TYP,BO WIDE NOTCH nb a O� (TYP.BOTH SIDES) �o��� ± / r �zm m a �o WALL MOUNTED 5"x2"xis" 8 STUDDED AN y$ G WI'IH�WASHERED WINGNUT(02SD.C. \ s (CONNECTS TO ADJACENT PANEL)JJ O1 P r` 1/4-20X3/4 KNURLED STUDS W/ I I 3/4" r� WINGNUTS SPACED AT 12"O.C. '.'...."'.".'...............".. E I ?'e"0 HOLE FOR 5� ^' zxg FASTENING PANEL IY o$ IId993 Tn Lo D o+ �,."....._...__. --------------yJ wIIo aEXISTINGHOST m I ®q STRUCTURE- --1.. WALL MOUNTED S'x2"x%. 1._......._. STUDDED ANGLE MAX w !CONNECTION 1 ANCHOR PER ANCHOR COPYRIG9FRM9LEENNAMP.E. SCHEDULE O INTERIOR FASTENING ANGLE ASSEMBLY 14-2031 THESE DETAILS DEPICT THE CONNECTION OF SCALE: ANY PANEL FOR AN OPENING WITH PANELS PAGE,PESCRIPTIONI INSTALLED FROM INSIDE.USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "H"HEADER OR"U"HEADER TOP MOUNT. I�� L BENNARDO,P.E._'N UNLIMITED WIDTH (PERP.TO PANEL SPAN) 12'MAX.ON CENTER PANEL ATTACHMENT TO MOUNTI G HARDWARE OR DIRECT MOUNT. :z W N 2 v o Au POLYCARBONATE PANELS */t, IlFASTENED TO ADJACENT STORM >U I e PANELS WITH W'-20 SIDEWALK Z. BOLT AND WASHERED WINGUT R AT MIDSPAN,TYPICAL. w w rn�i w TABLE 2- o.wMal ALLOWABLE SPAN SCHEDULE(STEEL TABLE 2.NOTES: WITH POLYCARB PANELS) LINEAR INTERPOLATION 4 WEEN SHUTTER SPANS IS _PTNEL ALLOWABLE DESIGN TYP SPAN PRESSURE- NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED 33.3 PSF 33.3 PSF JOT ABOVE,THE DESIGN PRESSURES w FOR THE NEXT HIGHER SPAN 5.7 PSF -35.7 PSF .192-- SHALL BE USED. 9V +39.8 PSF .39.8 PSF . DESIGN PRESSURES NOTED 1Rn�Yl 7 90.. 4.7 PSF •-44.7 PS IN TABLE 2 APPLY TO ALL F C,I TMP' +50.G PSF 50.6 PSF MOUNTING AND ANCHORAGE A NOTES: ............. 4 of 1. TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. PSF 57.9 PSF CONDITIONS AND SHALL NOT BE MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS;NO 72" +67.0.....PSIS,.... •67.0 PSF EXCEEDED. DR C)a NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ti ALLOWED. 2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY. 3. STEEL AND POLYCARBONATE PANELS SHALL ALTERNATE. 4. END PANELS SHALL BE STEEL PANELS ONLY. .LVw TYPICAL ELEVATION WITH ALTERNATING STEEL AND POLYCARBONATE PANELS N.T.S. EXTERIOR ELEV • INTERIOR GLASS SEPARATION NOT REQUIRED 4 END PANELS SHALL BE POLYCARBONATE PANELS EXTERIOR POLYCARBONATE PANELS STEEL PANELS ONLY FASTENED TO ADJACENT STORM FASTENED TO ADJACENT STORM PANELS WITH V4`20 SIDEWALK BOLT AND WASHERED WINGUT PANELS WITH%"-20 SIDEWALK AT MIDSPAN,TYPICAL. BOLT AND WASHERED WINGUT AT MIDSPAN,TYPICAL, COPYRIGHT FRANK L BENNAROO PA 14-2031 SCALD, - TYPICAL SECTION WITH ALTERNATING RAGIIVINUMAPNOW r2-*"\ STEEL AND POLYCARBONATE PANELS o. N.T.S. HORIZ SECTION ANCHOR SCHEDULES: , FWPMRANtFi,EENNARDO,P.E. (SEE SHEET 9 FOR ANCHOR NOTES) p`0, EDGE DISTANCES AS NOTED EDGE DISTANCES AS NOTED G Spans Up To 6'-0,_' Spans Up To A,0"-- -- Spans To 0')0 --"-- --- - '_._. � G Spans Uo To 6'-0" Spans Up To 8.0'� Spans_Up 1910'-0"; LOAD CONN TYPE I CONN TYPE CONN TYPE tj LOAD CONN TYPE CONN TYPE CONN TYPE No s G ANCHOR (Psi) C1 C2 C3 C4 CS Cl I C2 I C3 C4 CS Cl C2 C3 C4 ' C5 0 ANCHOR (psi) Cl C2 C3 C4 CS Cl C2 C3 C4 I CS ' Cl C2 C3 C4 MCS 1/4"RW S.S.TAPCON WITH 35 16.0"16.0"!16.0"10,5",16.0 16.0"16.0"16,0" 7.9" 16.0'1 16.0;'16.0 16,0":6.3" 16A" 1/4"RW S.S.TAPCON WITH 35 16.0 16,0 .16.0"16.0"16.0 16.0 16.0 16.0 16.0"16.0"16.0"16.0"16.0 15.5" 6 1-3/4"EMBED AND 1'MIN. 46 16.0 16.0"16,0" B.0"X16.0"16.0"nl �!EO:: 6,0" 16.0 16.0 16.0 16.0" 4.7" 16.0" 1-3/4"EMBED AND 2-1/2" 46 16.0"16.0"16.0"16.0"16.0 16.0"16.0"16.0"14.7"16.0"16.0"16.0"16.0 11.4"if.. l�bD a EDGE DISTANCE(3192 psi 57 16.0"16.0"16.0" 6.5" 16.0 16.016.0"16.0"13.9"16.0" 3.8" 11.5" MIN.EDGE DISTANCE(3192 57 16.0 76.0"16.0 15.1" 16.0"116.0"16.0"11.5"16.0"16.0"16.0"16.0" 9.0" ISM]NCONCRETE-) 67 16.0 16,0"16.0" 5.5" 16.0"16.0 4.0" 13.1"16.0;10.9"116,0" 3.2" 8.6" psi MIN CONCRETE) 67 16.016.0 16.0 13.3 16.0"16.0"16.0".16,0" 9.6" 15.3"16.0"12.8'•16.0" 7.6" Idij"S•' #m• z 78 16.0"16.0"`16.0"•4.7" 16.0"16,0"12,1":160" 3,4" 9,7" 14.3 :8.8" 14.3"�''"r 67., lr .ti �1�1�1)i)ti♦lS\)\1(175 ;�, 78 16.0"16,0"16.0"11.2"•16.0"16,0"14.2"16.0" 8.2" 11.4"16.0"10.3"16.0 6.4" 7,84 89 SG.0"15.4"16.0" 4.1" 13.2"15.7"10.0"15.7 3.0"_7J" 12.6" 7.4" 12.6"` 5.5" n U11�1)111f' 89 16.0"16.0"16.0" 9J" ]5.5"16.0"11.7"]G.0" 7.1" 9_1" 14,A" fl.7"'14.A" 5G",6,4" 100 16.0"•12.8"16.0"�3.6":10.4"14_0" 8.5"-14.0 + 6.4" 11.2_ 6.4" 10.8" 4,6" 100 16.0",15.1"16.0" 8.5" 12.3"16.0"10.0"SG.O" 6.3 7.5" 13.1" 7,5" 12.7"�5.0"•5,4" p W a of 1/4"ELCO ULTRACON WITH _35,16.0'_16,0' 16.0-16.0 j6j. '16 0'.36 0 16.0",13.0'16;0'16 D }6 0',16,0 10 4"16_0" 1/4"-ELCO ULTRACON WITH 35 16.0 16.0 16.0 l6A"•16_0"16,0' IG_0"iG.O"16 0 1fi.0'16.0•16.0 16.0"15.8"116.0" /� Q V LL n 1-3/4"EMBED AND 1"MIN. 46 i6 0 16.0'16.0"13.1"16 0 lfi 0"16.q".16.0".9.0" IG 0'16 0"16,0 16 0 7_T' 16_0" 1.3/4"EMBED AND 2-1/2" 46 16,0"16.0 16 0 16.0'16 0' 16.0"SG 0'16.0"149'TG:O"16.0'16.0 16.0'_11.6"]G,0" 'am Z o - - - EDGE DISTANCE(2700 psi 57 16.0"16.0"16.0 10.6"16.0"16.0"16.0"16,0 7.8_ 16.0 16.0"13.7"16.0' 6.1 11.4 MIN.EDGE DISTANCE(2700 57 16.0"16.0"16.0'16.0"16.0"16.0"16.0"36.0"11.7"16,0"16.0"14.2"16,0' 9.1" 11.d" Z W MIN CONCRETE) 67 16.0"16.0"16.0" 8.9" 16.0"16.0"15.1"16.0" 6.5" 12.9"16.0"10.8"16.0' 5.1 I A.5" psl MIN CONCRETE) 67 ]6.0",IG.O"'.Ifi3O"13.5".1fi3O"16.0"15.6",16.0" 9.7" 13.3"16.0"11.1"16.W' 7.6" 8.7" W 78- 16.0"16.0".16.0-1 7.5" 16.0"16.0".11.9"16.0"•5,5" 9.6" 14.2-- 8.7".,14 2 4.A"1 6.6 78 16.0"16,0'.,16.0'11.3"16.0'16.0"12 3�16 0.. 8 2 R.?" 14.6" 9.0 14.6" 6.5' 6.8" .�.,..11p1QQAAQ1Wlb 89 160'15.2"160' 6,5" 13.0"15.5' 99`15,5 4B 7.6"-124 -73" 124 x"x$,54`:-._- - gQl�l�1)QlA -d9= 1G0'�15,7'160" 9.8'-13.4"16.0'102'16.0" 71 79'=128" 7.5" .12.8' 56' .5.6'_ ._Ulan 100 16.0"_12.7"16.0 5.8" 10.3"13.A' 8.4" 13:8" 4.3 6.3" 11.0" 6.3",10.7" 14.3.'. 4,6' 100 16.0"13.1"16,0" 8.6" ]0.6' 8.7" 14.3" 6.3' 6.6" 11.4 6.5" 11.1" 5.0" 4.7" I/4"IT4V SAMMYS SSC W/ 35 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0" 16.0"16.0"16.0"16.0"15.8"16.0" 35 16,0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16,0"16.0"16.0 16.0 16.0"15.8",16.0" .foi O P 1 4"ELCO PANEL ATE M 2-1/4"MIN EMBED AND 46 16.016.0"16,0"16.0"16.0"76.D"16.0"16,0"15.0"16.0"16.0"16.0"16,0"11,,8"16.0" ((EMALE MALE pr PLUS W/ '4G 16.0"16.0"116.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"16.0"11.7 116.0" 1 a 1-1 4"MIN.EDGE DISTANCE 57 16.0"16.0"16,0"16.0"16.0"16.D"SG0"16.0"11.9"16.0"16,0"16.0",16.0" 9,3 16.0" 2"MfN EMBED NO 2.1/�" / - - MIN.EDGE DISTANCE(3350 57 16.0"16.0"116.0",16.0_'16.0"I6.0"'16.0"16.0"11.0"16.0"16,0"16.0"16.0" 9.2" 13.5 (3295 psi MIN CONCRETE) 67 16.0 16.0"16.0"33.6"16.0"16.0"SGO"36.0"10.0"16.0"16.0"16.0"116.0" 7,9" 13.7" psI MIN CONC) 67 16:0"16.0"116.0",13:6"16.0"IG.O"16.0".16.0" 9.8" 15.2"16.0"12.%"16.0" 7.7"!10.0" _ m ` p 78 16.0"16.0"16.0"11.5"16.0"16.0"SG.O"16.0" 8.5" 15.5"16.0".14.0",16.0" 6.7 10.7" Ipq�gpp�> 7d ]6.0"16.0"16.0"111111.4"16.0"16.0"14.1"16.0"i 8.3" 11.3"16.0"10.3"16.0" 6.6"'7.8" _ s 89 16.6'16 0"16.6"'10.0- 16.0 16.0 15.9"16 0 7.4" 12.3"16.0 11.8' 16.0' S 8' 8.7" }u * Ei' '.mN\l\U\q;+ 89 16 0'16.0 16.0 9:9,,15.4"16.0'11.7'16.0' ,100 160 168"160. _8,8 16.0"16.0 13.6 16.0' 6.5' 10.2"16.0 10.116,0 5.2" 7,4" o: !,;.. \ 100 160"150' 1fi.0' 8.7" 12,2"160' 9.9" 16.0' 64 75 131 74' 12/1 51 54" 1/4-20 ALL POINTS SOLID- 35 16.0"16.0"16.0"13.6"16.0"16.0"16.0"16.0"10.2"16.0"16.0"16.0"1fi3O" d.2" IG.O' z 1/4"ITW SAMMYS SSC W/ 35 16.0"16.0"16.0' 16,0'16.0"16.0"16.0"16.0"16.0+_16_0"16.0'16.0"16.0"16.0".16.0" rn!4 1 '� SET WITH 7/8"MIN EMBED 46 16,0"16.0"16.0"10.4"1fi.0"16.0"16.0"]6.0" 7.7" 16.0"]6.0"14,0"]6.0" 6,0 13.1" U 2-1/4"MIN EMBED AND 46 16.0"16.0"16.0"16.0"16.0"16.0"16.0"1fi.0"16.0"16.0"16.0"16.0"16.0"115,0"16,0" W 5 _- _ a AND 1-1/4"MIN.EDGE 57 16.0"16.0"16.0"'8.4" 16.0"16.0"_14.3"16.0'_G.1" 13.4"1.3.8" 9.8" 13_8" 4.8 8.1" 2-1/2"MIN,EDGE DISTANCE 57 16.0"16,0' 16.0'16.0'16 0 16 0"16 0 16.0"15.1"I6.0"16.0"'16.0",16.0"11.8"16.0" o m ., DISTANCE 3000 psi MIN '4 "' ""' ( 67 16.0"16.0"16.0 7.0" 16,0"]4,7"IO.d"14.7" 5.1" 9.2" 11.7' 7X 11.7" 40",6.0' (3295 psi MIN CONCRETE) 67 16.0"16.0"16.0"IG.O"16.0"16.0 16.0 16.0"12.7",16.0"16.0"16.0"16.0"10,0"IA.3" f p M N SZ m. m a1 CONCRETE Q 78 16:0";13.6"16.0",5 9";12.5"12.6" 8,5" 12,6" 4.3" 6.0" 10.1" 6.2.10.1" 3.4" 4.7" 78 16.0"16.0"16.0"14.7"16.0"16.0" 16:0"1fi.0"10.7"!16.0"16.0"14.6"16.0" 8.5" 11.1" ��c�n p M 89 14 7 10 9"14.T 5.1 9.3" I l.1" 7.0" 11.1' 3 8 5.4" B 8 5 2" 8". 3,9 >EC fAU[/1111D 89 16.0"16.0 16.0"12.7"16 0 16 0'16.0"16.0",9.3" 12.9 16 0' 12.3'•16.0' 7.4 9.1" ,C & - 100 13 1 9.0"•13.1' 4,5' 7A" 9,8" 6.0' 9.8" 3.3" 4.5" 7 9 4.5" 7.G' ,�,."„ 3.3" 100 16.0"160"I6.0"11.2"i6 0 I6 0".14 1 16.0"�6.2" 10.7"16 0"10.6'16.0' 6,5 7.7" 2m A 1/4"POWERS TAPPER WITH 35 16.0"'16.0"'16.0":111.3"16.0"16.0"16.0'iG.O" A.5' 16.0"13.0;13.0"13.0' 6.8" 13.0' 35 SG.O"16.0",16.0"16.0",16.0"16.0"16.0"16.0"16.0"16,0"16.0"16.0"16.0"14.7"16.0" �j Q ,1/A-20 ALL POINTS SOLID- c 1-3/4"MIN EMBED AND 46 16.0"16.0"16.0" 8,6" 16.0"12.4°12.4"12.4" 6.4" 12.4 9.9 8.1 9.9 4.9 -7.6 SET WITH 7/8"MIN EMBED 46 16.0"'16,0"16.0"116.0"1160"16.0"16.0 16.0"13.9"16.0"16.0"16.0"16.0".10.8"16.0" 'p F 1-1/2"MIN.EDGE DISTANCE 57 13.3"13.3"13.3" 6.9" 13.3"10.0' d.3" 10.0 5.0" 7,7" 8.0" 5.7" 8.0 i 3.1::,4.7 AND 2'MIN.EDGE DISTANCE57 16.0"16.0 16.0 15.0 1fi.0"IS.O"16.0"i 16.0"i 10.9"16.0"16.0"12.8"•16.0" 8.5" 10.6" (3000 psi MIN CONCRETE) 67 11.3"10.5"11,3" 5,8" 11.2" 8,5 6.3" 8,5":4.2" 5.3" 6.8" 4.4" 6,8"•3,3" 3.Sr (3000 psi MIN CONCRETE) 67 16.0"16.0";16.0"1.2.6" 0;:11 16.0.16.0" 14,1"16.0" 9.1" 12.0"15.3"10,0"15.3 7.1" 7.9" g 78 9.% 7.9" 9,7" 4,9" 7.3" 7,3' 4.9' 7.3' 3.5" 4.0' 5.8" 8 3.6" 5 8 %% - -_ 6.0:' E .._..._. _ ... P ;:/ * B9.-. 16.0" - 16.0']6.0' 10.6"IG.O'16,0"11,1' 8.9' 13.2' 8.1" 13.2' 6 0" s -._ nnnunmh1�Q11'+ :8 8.5' 6.3' 8.5" 4,2' S 4 6 4" -- 6.4" 3.0" 3.2" 5.1' 3.0" 5 1 _ 16.0"14.2'1.6.0' 9.3" 12.1"14.4' 9.2' 14.4 6.6 7.1 !LI.S',6.8' ]l.i 5.2" 1007.6" 3.7' 4.3" 5.7" 3.5" 5.T �/ff�. 4,6" H'' 4.4 �•: 100 16.0"11.8'16.0" tl.0" 9.6" 12.8' 7.8" 12.8" 5 9 5 9 !0 3 5 8 10.0' 4.6 4.3" d ___ _.._ ..__ _._. ___ -1- 1/4" _.._.__ EDGE DISTANCES AS NOTED 1/4"POWERS TAPPER WITH i _ 16 0 O 5S 35 1fi0 16.0'16,0 16.0"160 160 160 IGD'160 160 160 160 160 13 i- • ------., . .......... .... '_ 152`1 3 lls Up. G Spans Up To 6'-0" Spans Up TY E-0' Spa CONN To,30,'-0" p ) 67 16,0'16,0"�16.0' 11.5 SG.O'16,0"12.5"16 0' 8.3" 10.7'13.6" 8.9" 13 6 6.5' 1-3/4"MIN EMBED AND 3" 46 16 0 16.0'IG.0"16.0"16,0 16.0 16 0 16.0"12 B 16 0 16 0 16 0'16 0 9 9 MIN.EDGE DISTANCE(3000 57 16 0 16.0-116.0 13.8"16.0 16.0 16 0 16.0 - 6 IS 5 ii.v`11 3 16 0 7 8 9 4' & O ANCHOR (P511 CONN TYPE CONN TYPE CONN TYPE sl MIN CONCRETE - 0 rn CI C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 I C3 C4 C5 - -�8 1/4"MILLENIUM MILLFAST -35 1fi.0"16.0 16.0 16,0"16.0"16.0"160"16.0"16.0"16_0"Ifi.O"16.0 16,0 15.3 16.0 78 16,0'15.8'16.0 9.7" 14.5' 14.6 9.9 14.6" 7.1" 7.9" 11.7" 7.2" 11.7" 5.5"i�5.5" WITH 1-3/4"EMBED AND 46 16.0"•16.0 16.0"16.0"16.0"16.0"16.0"16.0"14.5"16.0"16.0 16.0"16.0•11.2"16.0 89 16.0"12.6"136.0" 8.4" 10.7"12.8" 8.1" 12.8" 6.1" 6.3 10.2" 6.0 10.2" 4.8" 4.5" 2-1/2"EDGE DISTANCE 57 16.0"IG.O"16.0"15.7"16.0"16.0"16.0"16.0"11,3"16.0"16.0"13.0"IG.O" 8.8" 10.8" 100 15.2 10.5115.2 7.3" tl.5" 11.4" 6.9" 11.4" 5.4" 5.2" 9.1" S. A.8" 4.2" 3.8" (3275psl MIN CONCRETE) 67 SG.O"16.0"IG,O"13,1"16.0"16.0"14.3"16.0"•9.4" 12.2"15.6"10.2"115.6" 7.4" 8.0" 78 ]6.0"1.6.0 16.0"11.0"16.0"16,0".11.3",16.0",8.0 9.1" 13.4" 8.2"113.4" 6.3" 6,2" ,-X141)111{1)111\111 89 16:0"14.4"16.0",2.5" 12,3"14,7"-9.3" 14.7"•6.9" 7.2" 11_7" 6.9" 11.7" 5.4" 5.1" g I9 511 _ u 100 IG,O"12.0"16.0" 8.3" 9.8" 13.1" 7,9" 13,1"!6.1" 60" 10.4" 5.9" 10.1 4.8" 4,3" .. .................. .... ......,.�...__....._.._. .- ........... - _ _6 " 16.0"16.0"IG.O"16.0"10.8" 16_.0" h 1/4"MILLENIUM MILLFAST 35 16.0"16.0"16.0 16.0"16,0"16.0"16.0"1 .0';13.5 WITH 1-3/4"EMBED AND 1" 4G 160"16.0"16.0" 13.7"16.0 16,0"16,0"16.0"10.3"16.0"16.0"14.8"16.0" 8.0" 13.8" t o _lae _. _-_ _. _14.6--C.3" 12 EDGE DISTANCE(3275psi 57 16.0"16.0' 16.0"-11.1":16.0"_ 16.0"I5.0"16.0' 8.0' 14.1"14 fi 10,3" B.6" MIN CONCRETE -' T" ej 67 16.0"16.0' 16 0 9 3 16.0"IS 5"11.4"15,5' 6 7 9 7" 12 4 8 1" 12 4 5 3' 6 4" 78 16.0"14.3. 160 78' 132"133"•9.0" 13,3' 57 72" 106 65" 106 45' 50", 66 J 1nUtt WtuW- t66 6"111.5' 15 6 6 7' 9.8" 11.7" 7.4' 11.7'4.1" 1.7" 1.3" 8' 9.5" 13.8" 5.9" 7.8" 10,4" 6.3" 10.4" 4.3 4.8" 8.3 4.7 8,1Y 'tl53".yyy d B' z on SMS W/2"EYEWALL .0"16.0"16.0"16,0"16.0"16.0'16.0"16.0"13.7"16.0"16.0"16.0"16.0":11.0",16.0" p� e ARMOR INSERT W/2"EMBED .O".16.0"16.0"13.9"16.0"16.0".1 6,0"16,0"10.4"16.0"16.0"16.0"16.0" 8.1":16.0" AND 2"EDGE DISTANCE .0"16.0"16.0"11.2"16.0"16.0".16.0"16.0" 8.2" 16.0"16.0"13.3"16.0" 6.4".11.0 COPYWGAIFRAl K3.8EtUW WP.E. (2000ps1 MIN CONC) .0"16.0"16.0" 9.4" 16.0"16.0"14.7"16.0" 6.9" 12.5"16.0"10.4"16.0" 5.4" 8,2" .0"16.0"16.0" 8.0" 16.0"16.0"_11,6".16.0" 5:8" 9.3" 13.7" 8.4" 13.7" 4.6",6,4" 14-2031 p-- � :0"14.8"16.0"`6.9" 12.6 15,0" 9.6" 15.0" 5.1" 7.4" 12,0" 7.1" 120" 4,0" 5,2".._ .. SC►LEI -.0"12.3"16.0" 6.1" 10.0"13.4" 8.1 13_4_' 4.5" 62" 10.7" 6.1" 10.4" 3.6" PAGE DESCP.712 SMS 4V/2.75'EYEWALL .0"16,0"16.0"16.0'16 0 16 0"16 0 16 0' 16 0 16 0"16.0' 16.0' 1G 0 15 616 0' ARMOR INSERT W/2,5' .0"16,0' 16.06 0'16 0 16 0'14 B 16 0'16,0 16.0 16 0 11 5'16 0' 'EMBED AND 2"EDGE .0'16,0'.16.0 16.0'116 0 16 0"16 0 16.0"-11.7"'16.O-16.0"16,0' Id.6" 9 1':142" u9® DISTANCE(2000psi MIN --- CONC) 67 16.0",16.0"!16.0"113.4"-16.0"16.0"16.0"16.0" 918" 16.0"16.0"13.4"16.0" 7.7' 10.5" no 78 16.0"160"Ifi.O"11.3"76.0"16.0"14.9"16.0 B,3" 11.9"15.0" 9.1"16.0" 6.5" 8.2" 89 16.0 16.0 16.0 9.8" 16.0"16.0"12.3"16.0 7.2" 9.5" 15.4" 9.1" 15.A" 5.7" 6,7" UO C - $ 100 1.6.0",15.8"16.0" 8.6" 12.8"16.0" 10,5"16.0" 6.3" 7.9" 13.7" 7.8" 13.3" 5.0" 5.7" \\\\\ NRA L.6i9 NARDO,P.E. ANCHOR SCHEDULES (CONTINUEDZ: '�p�, P O P, Q�: n O= ANCHOR LOAD Cl..._C2.1 C3...C4 C. Cl C2 C3 C4 CS I Cl C2.S NOTEDS •' O ,•'�°cx••••D.• x G Cl SC2 ONN3TYPEC4'' CS Cl SC2 O C3�PEC4 CS Cl SC2 DNC TMP C Of' CS =G Spans CONN TYPE 0' S Spans CONN TYPE 0" Soa�CON EDGE DISTANCES AS NOTED __ DG D S A CE. A LOAD - NN TYPE -D C, ANCHOR (psQ I (P 7 C3 CA ]7�4 0 �•i* J. 1/4"ITW S.S.TAPCON WITH 35 14.6"114,6"14.6" 9.1 14.6 11.0"11.0"11.0" 6.8" 11.0" 8.8" 8.8" 8.8" 5.5" 8,8 1/4"ITW S.S.TAPCON 35 10.7"10.7"10.7" 4.8" 10.7" 8,0" 8,0 tl.01, 3,6" 8.0" 6.4" 6.4" 6.4" 6_ �" p0 .+a• :•j 1.1/4"MIN.EMBED AND 46 13.1",11.1"11.1' 6.9" 11.1' 8,3 5.2' 8.3" 6.7".5.5' 6.7' 4.0' S.1" WITH 1.1/4"MIN.EMBED 46 8.1 8,1' 8.7" 3.6' 8.1' 6.1' 6 1" 6X' /..y 6.1" 4.9" 4,0" 4.9.. !F/q 4t J'I i 2-1/2"MIN.EDGE DISTANCE ' AND 1°MIN.EDGE "'-' , z HIN 57 9.0" 9.0"'9.0 5,6' 9.0' 6,7"1 5.6' 6.T 4 0 5.2' S 4 3.8" 5 4 3.1" 3.2" 57 6.6" 6,6' 6.6" 6.6' 4,9" 4 1' 4.9' 3.d" 3.9 3 9" l�� 67 7.6" 7.1" 7.6' 4.6" 7.5 5.7" 4.2' 5,7 3.3" 3.6" 4.6' ", 4.6" l ;/..! DISTANCE 67 5.6" 5 2 5.6" 5.5" 4.2 3.1" 4.2 -% 3.4" 3 4" /i •� \y1 ,R'u 78 6 6 5.3" 6 6' 39" 4.9 4,9 3.3" 4 9' 7• �!, 3.9" 1# 3.9" !/, pp 78 4.8' 3.9' 4.8" 3 6' 3.6" 3,6" i>✓S;'/////)//a w'2 X w =.laaaaaaalnnl> __- 89 5 8 4.2 5 8" 3.3 3 G' 4,3 � 4;3' >/ 3 5 3 5 U=�a7n �aaaaa' 89 4.2 3:1 4 2' / 3.2" 33" J .-. >.0 81-LU-1 100 5.1.. 3.5 51 � 3.8' SCl�°' 3.8' { :, 31VIAsJ" d' 100 3.7" i 37 / / �- /� �. . fit f1 Q�$Wn 1/4"ELCO ULTRACON WITH 35 16 0"16.0 16,0" 8.3' 16.0"12.0' 12.0"12.0 6 2' 12.0" 9.6' 9.6' 9 G 5.0" 9.6" 1/4"ELCO ULTRACON 35 16.0"16.0"16.0" 8.9" 16,0"12,0"12,0"12.0" 6 7 12.0" 9.6" 9_6" 9 6 5.4" 9.6" u`Xl IN p 4 p 1.1/4"MIN.EMBED AND 46 12.2"12,2'12.2' 6.3" 17..2' 9.1" 9.1 9.1' 4 7 9,1" 7,3" 6,0' 7.3' 5.6" WITH 1-1/4"MIN.EMBED 46 12,2".12.2'12 2" 6.8" 12.2" 9.1" 9.11. 9.]" 1.". 9.1" 7.3" 6,0' 7 3 "' 1.6" W 2.1/2"MIN.EDGE DISTANCE _57 9,B' 9.8' 9.fl' 'S,1" 9,8' 7,4" G.1 7.4' SJ" 5.9' 4.2' S.9' �' AND 1"MIN.EDGE 5,7 9 8 P. 9 8 5 5" 9 8' 7.4" -6.1- 7 4" 5T' S 9' 4.2' 5.9". > ?�IU _ _- _ _ _ _ ry '-_-___DISTANCE__._ - _ - 67 B. 7.8 A4 4.2" 8.2" 6,3' 4G" 6.3" r (/T� 5.0" 5.0" - - - 67 84 7.8' 84' 4.6" 82- 6.3 46 -63" // 50' '3 50 - ) N� 3 x 78 7,2" 5.8 7 2 ;". 5.3' S,4' S,4" 4.3' 4.3 ' 78 7.2 5,8' 7 2 �` 5.3" SX " •�y 4 3 sl -, / �� •, p W �amm��annn> 4.7^ -nnnlatnnlfilU> ,u 4.z" ll, `/ •fi •./, . . a.fi' ! ¢ 4.a' :/F".e'"'/l�rse� 0 100 5.6' ltat 5 6 �l. � 4.2' fl� 1/4"ELCO PANELMATE, 35 16.0"36.0" 36.0"11,7"16.0" 16,0"IG,O"•16,0" 8.8" 16.0"14.4"lA.M1"14.4" 7;0" 14_4" m 1/4"ELCO PANF.LMATE(MALE. 35 16.0"16.0"16.0"12.3"16.0"16,0"16,0"16.0" 9X' 16.0"iS.O"15.0"15.0" - -. ___._ 2 . 14,2"11.4•' 9.3" 17.4" 5,4" A.7" r� n6-16.0"i ".1 1 "1 .7"1 .7"1.7" 1 .7"11. .0" 11.0" 5.3' A.4" 46 16.0' 16.0"16.0" 9.4' 1 ,0 14.2'14.2' 14.2 (FEMALE,MALE,OR PLUS G 0 6.0" &9' 6.0 3 3 3 G.G 3 0 -9 110, f� OR PLUS W "MIN.MIN 1 •---_ W",W/1-1/4"MIN EMBED AND 5% 14.7"14.7'14,7" 7.2 14.7'11,1' 9.1" 11,1" 5.2" A.G' 8,8" 6.3' fl 8 4.0" 5.2" ru EMBED AND 2"MIN.EDGE 57 15 3 15.3 15 3 7 5' 15,3 Il.5' 9.5' 11,5 5 5 8 9 9.2" 6.5 9 2' 4.3" 5.4" 3"MIN.EDGE DISTANCE 67 12.5' 11.G"]2.5' 6.0' 12A' 9.4" G 9' 9.4' 4 3" 5.9" 7 5 4.9" 75' zDISI ANCE 67 13 0 12 1 13 0 6 3 12 8 9 8' 7 2 9 8 4 6 16 1,• 7 B 5 1 /8'� V(l4>14@'c� 78 10.8" 8.7' ]0 B" 5.0" 8.0' d.i' S5 8.1' n.M1' GS e; 65 ri0 78 112 90' 112 53' 83 84' S7 84' / 46" 67 4.1 67" u �Sa114411N .. G' OSEl64� St513i111UnU1lUD• 5:7". 7[C 89 9.4 7.0 94' 4,3 59' 7.1' 45 7,1' � Y Iyrj 57 �� � 71C �R\RRRRAB> 89 98 72' 98 62 74' 47 74' 59 [�IDul�llnll� 100 8.4 5.8 8 4'. ,��'� 4 7' 6,3' - 6.3' F' 5 0 4 9 0 100 8.7" 6.0' 8.7" 4.0' 4.9" 6 5"--�(.��> ' G 5" „�'' 5 2 5 1 j •^ w ---.. Yd'dd 2 , iS'"t .d..r. mk".L ---.-. t. .. ¢ 1/4"ITW TAPCON SG W/ .,35 16.0"16.0"16 0"15.9•'16.0"16.0'16.0"16.0'11.9"16.0' 16,0 16.0"164' 9.6 16,0 a 1/4"ITW TAPCON SG W/ 35 16 0 16.0' 16.0" 9.6'16 0 I6 0'16.0'-16.0" 7 2 1fi.0'16.0"16 0'16 0 5 8 16 0" 1.1/4"MIN EMBED AND ... ... ." _ _ 6 __... ._. .- _ _. a 46 16.0"16.0"16.0"12.1"16.0"16.0"16.0"16,0' 9.1' 16.0' iG.O'16.0"IG 0 7 1" 15.5" 7-1/4"MIN EMBED AND 46 16 0 116.0"16.0" 7,3" 16 0 16.0"16.0"16.0" 5.5" 16.0"16.0"16.0"16.0" 4.3" J 2-1/2"MIN.EDGE DISTANCE 57' 16.0"16.0"16.0',9.8' 16.0"36.0.16.0"16.0" 7.1" 15.8"16.0'11.6"16.0" 5,6" 9,6" ,1.1/4"MIN.EDGE DISTANCE' 57 16.0' 16.0:_16.0" 5.9"116.0"'16.0"16.0'16.0" 4.4" 15.8"16.0'11.6"16.0 3.4" 67 16.0"16.0"16,0" 8,2'• 16.0"16.0"12.8"16.0'• 6.0" 10.9"13.9" 9,1" 13.9" 4,7" 7,1" 67 16.0"'16.0"16.0" 5.0" 16.0"16,0"12,8"1fi.0" 3,7" 10.9"13.9" 9.1" 13.9" 7.1" pa c 78 16.0"Ifi.O"16.0" 6.9" 14.8"14.9"110.1"114.9" 5.1" 8.1" 11.9'• 7,3" 11.9" 4.0" 5.6" 78 16.0" 16.0"16.0" 4,2" 14,8"14.9"10.1"14.9" 3.1" 8.1" 11.9" 7.3" 11.9"N 5.6" x �C kiLlPl nl\]NR\Rtt: B9 IG.O"12.8"16.0" 6.0" 11.0"13.1"""16. 4.4" G.4" 10.5" 6.2" 10.5" 3.5" 4.6" * 'Nyyyyyyyvyyy ' 89 16.0"12.8"16.0" 3.7" 11.0"13.1" 0.3" 13.1" /� 6.4" ID.S" 4,6" m V _. 100 15.5"110.7"15.5" 5.3" 8.7" 11.6" 3.9" 5.4 9.3" 5.3" 9.0" 3,1" 3.9" 100 15.5"10.7"15.5" 3.3" 8.7" 11,G" 7.1" 116" !.e; 5.4 9.3" 5.3" 9.0" y 3.9" S 93 ._. -_ ._ - w 1/4-20 ALL POINTS SOLiD- 35 16.0"'16,0"16.0"13_4"16.0"16.0" 10.7"].6.0"1 , 8.1" 16.0" 1/4-20 ALL POINTS SOLID- 35 16,0"16.0"16.0" 8.1" 16.0"14.3"14.3"14.3" 6.0" 14.3"11.4"11.4"11.4" 4.8" 11,4" � E r wSET WITH 7/8"MIN EMBED q6 16.0"16.0"16.0"1D,2"16.0"16.0" 7.6" 16.0"14.9"12.2"14.9" 5.9" 11.4" SET WITH 7/8"I4[N EMBED 4fi 14_5"14.5"14.5" 6,1" 14.5"ID_9"10.9"10.9" 4.6" 10.9 8.7"'7,1" A.7" 3.6" 6.6" ,E 3 p uAND 2"MIN.EDGE 57 16.0"16.0"11.6,0" d.2" 16,0"15.1" 6.0" 11.7"12.1" 8,5" 12,1" 4.7" 7,1" AND 1-1/4"MIN.EDGE 57 11,7"11.7"_11.7" 4.9': 11.7" 8.A" 7,2" 8.8" 3.6" fi.8" 7.0" 5.0" 7.0" J31 p o.5 o DISTANCE 67 16.0"15.9"116.0" 6.9" 16.0"12.8"1 9.4"'12,8" 5.0" 8.0" 10.3"!6.7",10,3" 3.9" 5.3" DISTANCE 67 9.9" 9.2" 9.9"...4.1" 9,B" 7.5" 5.5" 7.5" 3.0" 4.7"•6.0" 3.9" 6.0",,, 3 v _-_ u r 4 6 0" 4'FEB-8 3,4" 78 8.5 6.9' 8 5 3 5' 6.4 6.4" 4.3 6.4' 3.5" 5 1 3 1" - �^ 78 14.7"11_9" 14,7' S.d 10 9 1 .0 7 11 0" 43 8 8 5 4.1" * '10(kzf _ ¢ 9 4 B9 129" 9.5' 12.9' S_0 8 1 9 T 6 1 19 7" 3:7" 4_8:' 7 7 4 5'j 7 7_ 'r'X 3.4" ---III 89 7,5 5.5' 7 5 3.0' 4.7" 5_6" 3 6" 5.6' ! 4 5 n 5_100 11.5" 7.9" 11.5" 4.4 64 86' S278.6' 33 4.0" 69 39' 67 100 G.7' 4,6 GT " 'l 3.T 5.0' 3.0' S,0 ir'tif fi 4.0' 3.9 L N r 1/4"MILLENIUM MILLFAST 35 15.4"15.4"15.4" 6.6 15 4"11.5'11.5' 11,5 S.0., 111,5' 9.2" 9 2' 9.2' t' - 9.2" ANCHOR W/1.1/4"EMBED 46 11,7"11.7 111711 SAdT 111 7118.8- 8.8" 8 8 fl A 7.b" 5.7 7 0 5 4" EDGE DISTANCES AS NOTED i AND I"EDGE DISTANCE 57 9.4" 9.4 9 4 4.1 9.4" 7,1' 5.8" 7.1' 5 S' S 7 4 0" 5 7 ,'�,- '•' /_ G Spans Up To 6'-0" I Spans U 70'8--O-' Spans UD To 10'-0" ? G7 8.0",7.5 8 0 if 7 9 6.0' 4 n 6 0" 1 4 A r�. •. 4.8" ,- LOAD CONN TYPE CONN TYPE CONN TYPE � P 78 G.9" 5.6" G 9 5 1 5.2' 5 2" / 4 3' 4 1 O ANCHOR (Psf) c1 cz c3 I cn cs Cl cz c3 ca cs Cl cz I c3 ca cs e 89 6.0 14.4 6.0 !!�1 4.5 - 4.5" 9 / / Jj/ 812 SMS W/2"EYEWALL 35 16.0"16 0"16.0'14.9"16.0'16.0":16.0"16.0' 11.2"16.0"16.0"16.0'16,0' 9,0" 16.0" e Q¢ 100 5 4' � 5 n 'Tb+�.. n.0' 4 0' L '' ! �d ':` � ARMOR INSERT W/2"EMBED 46 16.0"16.0"16.0"11.4'16.0'16,0'16.0"16.0' 8.5" 16.0"16.0'16.0"16.0" 6.6" 15,1" tzi 1/M1"MILLENIUM MILLFAST 35 16,0 16.0"16.0'110.0 I6 0' 12.7_ 12 7 12.7 7 5 12 7' I0 1 10.1"10.1" G.0" ]0.1" AND 2"EDGE DISTANCE 57 16.0"16.0"16.0" 9.2"I1fi.0'1G.0"16.0"16,0" 6.7" 15.4"15.9'11,3"15.9" 5.3" 9.4"ANCHOR W/1.1/4"EMBED 4612,9"12.9"12,9" 7,6" 12.9" 9,7" 9.7" 9.7"_5.7" 9.7" 7.7" 6.3" 7.7" n�AND 2.1/2"EDGE DISTANCE - -- ""'-- f �� 67 16.0•'16.0"16.0" 7.7" 16,0"16.0"12.5"16.0" 5.6" 10.6"13.6" 8.9" 13.6•' 4.4" 7.0"57 10,4"10.4"10.4" 6,2" 10.4" 7,tl" 6.4" 7.d" 4,4" 6.0" 6.2" 4,4"`G.2" -..-/ ;.�, 78 16.0"15.7"_16.0' 6.5" 14,5'14.6' 9.8' 1a,6' 4.8" 7.9" 11.6" 7.2" 11.6" 3,8" 5.4"67. - . _. ._ 1 67 8.8" 8.2 8.8'. S.1" 8.7" 6.6' 4 9 6.6' 4.1" 5 3' 5.3' ,'f tY3 89 16.0"12.5"16.0" 5.6' 10.7'12.8" 8 1" 12,8' 4.2" 6.3' 10.2' 6.0" 10.2." 3.3" 4.5" 1 i[ 78 7.6" 6.1 7 6 4.3' S.6" 5.7-["i� - 5 7" /i� 4.6" -' 4.6" ^! ; m 100 15.1"10.4"•15.1" 5.0' 8.5" 11,4".6,9" 11.4 3.7' 5.2' 9.1" 5.2",8 d �!,' 3.8" _.. _. 89 6.7" 4,9 6 77:: 4 2' 5,0' r S. 0" ! /✓ // ..ti /- 5/16"ITW TAPCON XL W/ 35 16,0"16.0'16.0"16.0"16.0'16.0"16.0"1G.0"16.0"16.0"16.0"16.0'16.O"16.0"16.0" e 100 5.9" 4.1 S 9 p`. tP. 4.4' Sia 4.4' r,/Y,p,/jyf• L< il'fx:�( ,;?, z 2.1/4"MIN.EMBED AND 4" L q6 16.0"16.0"16.0"16.0"16,0;16.0"16.0'16:0'1 16.0,1 16.0'16.0"16.0'16.0"16.0"16.0" %g 8 -.- P� C 12 SMS W/2"EYEWALL 35 1G.0"16.0'16.0"12.2'16.0"SG.O'16.0"16,0" 9.2' 16.0"15.8"15.8'15.811 7.3'1 15.81: u EDGE DISTANCE 57 16.0"1G.0"1fi3O"16.0"1G.0 16.0"16.0"16,0 16,0 16.0"16.0"16,0"16.0"13.6"16.0" Y ARMOR INSERT W/1-1/4" 46 16.0 16.0"16.0" 9.3" 16.0"15,0"15.0" 15.0" 6.9" 15.0"12.0 9.8" 12.0 5.4 9.2 0 67 7G.0"36.0"16.0"16.0"1G.0"16.0"t6.0"t6.0" t.4.6"16.0"1fi.0"16.0"16,0"11.4"13.9" EMBED WITH 2"EDGE 57 16.0"16.0"16.0" 7.5" 16.0"12.1"10.0"12.1'• 5,4" 9,4" 9.7" 6,9" 9.7" 4.2" 5.7" u ;� DISTANCE 0 78 IG_0"16.0"T16.0"16.0"16,0"16.0"16.0"16,0" 12.3"15.7"16.0"14.2"16.6" 9.7" 10.8" 3 G7 13.7"12.8"13.7" G.3" 13.5"10.3 7.6",10.3" 4.5" 6.5" B.z".5.4" 8.2" 3,6" 4.2" '� --- 111)11(�� yg 1G,0"16.0"16.0"14.6"16,0"16.0"36.0"16,0"10.7"12,5"16.0"11.9"16.0" B.A" 8,9" gg9 [}-.Q;• "�'1 -.7B 11.8 9.5" 11,8" 5.3" 8.8" 8.9" 6.0" 8.9" 3.8" 4.8" 7.1" 4.3" %.1" 3,0" 3.3' 8R I CI' I 1 100 SG.O"16.0"16,0"12.9",1G.0"1G.0"13.8"16.0" 9.4" 10.4"i6.0"10.3"16.0" 7.5" 7,5" � 89 31::l 7 G 10.3' 7,8 4.9" 7.8 3 3' 3,8" G 2 3.6" 6 2" /+- r ' COPYRCMFI3NIKL BEA1UfIDOP.E. 100 9.7--" 6.3' 9 4,0' S.2" 6.9" 4 2" 6.9 4f ':3.2" 5 5" 3.1." 5 4 !,"' S 5/16"ELCO IN LIMBED ON W/ 35 16.0"16.0'16.0"14.2"16,0"16,0' 16.0'16A"14.0' 76.0' 16.0"]6.0'16.0"11.2"16.0" 2.1/4"MIN.EMBED M16 16.0"1.6.0.16.0"14,2' 36.0"16,0' 16.0'16.0"10.6' 16A'15.1"12.4'15.1" 8,2' t],6" 14-2031 _. 57 16.0" 16.0'16,0"11.5'16,0"15.3 12 6 15.3" 8.3 11.0"124' 8.6" 12.2" 6.4"1 7.2" € 67 16 0"'16 0'16.0' 9.6 ,16,0' 13:0' 9.5" 13.0" 6.1" 8.1" 10 4 6.8" 10.4'. 5.4"1,5.3" SAL 0eSCRIP7fON1 5 78 149 12,0'14.9" 80' 111 112" 75 117 58 60 89 55 89 9 'yx/f' P �_h11U18ttlUn�a11% 89 3T 9.6" 13.0" 6.9' C26:3_ 9.8 5 0 ��� 7 8 �!"p�, 7 8 100 11.6 8.0" 11.6' 6.1' 6.5 8.7" 5.3' 8.7" r ,v";•<' 7.0 ^/' 6.7 g F�RANKbI.B�ENNARDO,P.E. � tWW 66 3/4"MIN EDGE DISTANCE 3/4"MIN EDGE DISTANCE G Spans Up 70(L0" Spans Up To 8'_0" Spans Up To 10'-0" G Soans Up To 6'•0" _Spans Up To 8'•0" ___ Spans Up To 10'-0" 4_ 1 LOAD CONN TYPE CONN TYPE CONN TYPE LOAD CONN TYPE CONN TYPE CONN TYPEi� t� ' "7OANCHOR (Psf) 0 ANCHOR (psf)Cl C2 C3 C4 CS Cl C2 C3 , C4 CS C1 C2 C3 C4 CS x C1 CZ C3 C4 CS CI ' C2 C3 C4 CS C1 C2 C3 C4 CS 1/4"LAG SCREW OR HANGER 35 16.0"16.0"16.0"12.5"16.0"16.0"16.0"3G.0" 9.4" 16.0"16,0"16.0"16.0" 7.5" 16.0" 1/4"ELCO PANELMATE 35 SG.O"16.0"16.0"Ifi3O"16.0"16.0"1G,0"16.0"160"160"16.0"16,0"16.0"13.7 16.0" j F 1 IC r _ .BOLT WITH 1.5"MIN THREAD 46 16.0 16 011 1G 0' 9,5' 1G,0"iG.O"16.0"16,0 .7 1" SG.p 16 0 1.6 0' 16 0 _5.6" 16,0__ _ _ (FEMALE.,MALE,DR.PLUS)W/�_46 1G,0".16.0' 16.0 7716,0 19,911]6.0'-'1G.0"_16.0'13.0 16.0 16 0 16 0"16 0 10.2 16.0".--, -C. .N>aU LL - PENETRATION 57 1G.0',16.0 16 0 %7_ 16.0"16.0"16,0'iG.OW.' S.7" 16 0 16 0 12 4'16_0' 4.5" 10.3" 1-7/8"M[N EMBED 57 ]6.0',1{1]6.0 1G 0'I l_4.1 16 0"16.0"36.0"16.0 10 3 36,0' iG.O'16.0"IG.O' 8.1' 16.0" 4 W Z 6 Q-- 67 16.0',16.0 16 0' 6.5 16.0'16.0"13.7 16 0 4 d 11,7' 1A,9' 9.7 14 9, 3.8 7.6" fi7 16 0'116.0'116 0"I3 8"16,0"16.0 16.0'.16.0 8.7" 16.0 16,0 15,4'16.0' 6.8 12,1" Z '0 m w 3 - .- 1444444414N4te• 3 _78 .16 0',16.0 IG 0' 5.5' 15.9 16.0"10.8'16 0 4 1 8.7 12.8 7.9' 12 8' 3.2' G.0" * 11Q111� 78 1G.0'16.0 16.0 10.0"16.0"16.0 16 0 16.0 7 4' 13.7' 16,0'12 M1"16.0' S.B' 9.4" W .� 3 r, 89 16 0'13.8 16 0_4.8' 11.7 ]4.0 8 9' 14.0 3 5 G B" 11.2 G.6" 11 2 2.8" 4.9 - -89 16 0"16:O"16,0 8.T 16.0 16,0 14 1 16.0" 6.4" 10.9' 16 0"10.4"16 0" 5.1' 7.7" 3 _ „_ a''- „ „- „ . .„ r 6 ,,,. _ __._ _ __..._ ,.UU16\lpl1F.+._- --7.- - - - 6.6":,-_ - - - o- 100 16.0 1i.5 16.0 4,2 9.3 12;5 7.b 12.5 3 1 5.7' 10.0 �.7 9.7 2.5" 4:1" - - -- - 100 16 0•16.0 16.0" 7.7' 14.8"16.0 17 0 16 0'�5 7 9.1" 15 8 '9:0" IS 3q;5" _. - .. .. _ _. ... _ N ... _ O: t14 WOOD SCREW OR SMS 35 16,0 16.0 1G.0 11.8"1G.0'16.0 ]6 0 16.0 8 9 16.0 16.0 16.0"16.0' 7 1 .0" w .1 6 z 1/4"LAG SCREW OR HANGER 35 16.0"16.0"16.0'15,7 1G.0'16.0'16.0'16.0 11.% 16.0"16.0"16.0"16.0" 9.4" 16.0 �' p WITH 1.5"MIN,THREAD -.. ..... .. _• .•.. _... 46 16.0' 16.0"16.0" 9.0' 16.0'16.0'16.0"16,0' 6,7" 16.0"15.2"12.5'15.2" 5,3"'11,6" s BOLT WITH 1.5"MIN TIIREAD 46 16.0'16.0"16.0"11.9"16,0"16.0 16.0"16.0" 8.9" 16.0"16,0"16.0"16.0" 7.0" 16.0" PENETRATION - u+ PENETRATION O 57 16,0 IG.O"IG.O" 7,3" 16.0"15.4"12.7"15.4" 53" 11.9"12.3" 8.7" ]2,3" 4.2" 7.2" in SJ 16.0"16.0"16.0 9.6" 16.0"16.0 16.0 16.0" 7.1 16.0"16.0"16.0"76.0" 5.6 15.4" ¢ I �. G% 16.0 16.0 1G.0" 6.1 ;16.0 13.1 9.6 13.1" 4.5":8.2 10.5 G.8" 10,5 3.5" 5,4 �- 6.0" 4.7" 11,5" 78 .15.0 72.1",15.0'-5.2"-.11.1"-11.2 -7.6" 11,2'3.8:' 6.1" 9.0" 5.5 9.0 3.0" -4.2" -- l? - -- 78 16.0"16.0"16 0" 0.9" 16.0"1b.0"16.0' 16,0" 5.1 13.0"1G�0"11,8"16A" 4.0 8,9"--- lii{ll{111111111111U� 89 13.1" 9.7" 13,1" 4.5 d.2" 9.0 6.3 9.8 3.3 4.8" /,9" 4,G" 7.9" 2.6" 3A" O �141N141444140.t�• 89 16.0"16.0"16.0" 6.0 16.0"16.0"13.4 16,0" 4.4" 10.3"16.0" 9,9" 16.0" 3.5" 7.3" 100 11.7" 8.0" 11,7" 0.8" 2,9 4.0" 7.0" 4.0" 6.8" 7..3 �2.9 p * 100 16.0"16.0"16.0"�5.3" 14.0"1.6,0 11,4 16.0" 3.9" 8.6" 15.0' 8.5" 14,5" 3.1" G.2" � 35 16.0"16.0 160 9.9 760"16.0"16.0"16.0":7.4"X16.0' 16.0"16.0"16.0 5,9" 14 WOOD SCREW OR SMS 35 160 16.0"116.0"i 160"16.0'16,0"16.0"12.2' 16.0"16.0"16.0"160 9.7" 16.0" ry 1/4"ELCO PANELMATE . . ...._. .. -. •1_.. ._J__. FEMALE,MALE,OR PLUS W 46 16.0'16.0 1G 0 7.5 ]6 0 16 0' 16.0"16.0" 5.6 16.0 14.8'12.1"14.8 4,4' 11,3 WITH 1.5"MIN.THREAD _ p�- �� _ 46 16,0"16,0"16.0"12.3' iG.O" 6,0'16 0"16,0" 9 2" 16.0"'16.0' 16.0"1 0 1 .0" ( ) / , ..._ f, .-_ PENETRATION -__.. .- 1 6 72 G „ �_. V 1.7 8"MIN EMBED 1 1 0' 0" 4 4. 1 1 / 57 G.0 6.0 iG. 6.1" 16. 1 .9 12.3 1 9 4,4 1.6 1.9' 8.5 11.9' 3,5' 7.0 57 16.0"16.0"16.0'10,0 16.0"16.0' 16.0'16.0 7.3" 16.0"16.0"14.9" 67 16.0"15.7" 16.0"12.7" 9.33 I2J'":3.7 i 7.9" 10.2"'6,6" 10.2_" 2.9" 5.2" �II11tl811NINWlt' _67 16.0"16.0"_16.0" 8.4",16.0"Ifi.O"'16.0"16.0" 6.2"-14,0"16.0"11,7"1G.0"�36 9.2" y.'�" rn * T1u1\\\p\\y,, 78 14,5',11.7 14.5' 4.3' IO.fl' 10.9 7 4 10,9 3 2" 5.9'1 8.7",5.4 8.7' 2.5"1,4.1" 78 16 0"16„0 16 0',' 7.1',16.0"16.0"13.0"16,0' S 2 10.4"15,4" 9.5" 15.4' 7.2" ="L Y p 1\\1\U1\Q1@P 89 12.711.9,4' 12.7 3.8' fl 0' 9.6 6 1i, 9.6' 2.B 4,7 7 6' 4,5 1 7 6 2.2 39" •{}BUAWllili111U10- _89 16.0'16.0 16.0" G.2" 14.1"16.0' 10.7"16,0 4.6' 8 3' 13.5" 7.9" 13,5' '16,4" 100 11.3' 7,8" 11.3 3.3' 8.5 5.2" 8,5' 2.q" 3,9' 3,9" � 2.8" 100 16.0 13.6 1G.0"�S. 11.2"15,0 9.1' 15.0 4.0 G.9" 12.0" G.8" 11.7" 3.2" 5.0" O pm f _ z�um r�. § o � 3g r 00 ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' a e ,26 RECOMMENDATIONS. o$ 3 2. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALT.BE tm LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE IS sad ACCEPTABLE FOR ANCHORS TO WOOD FRAMING), 9 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. 4, MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE. Z B a MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. 8 5. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED THEREIN,BUT ONLY PROVIDES e � MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE(S)SHALL APPLY. 8�•� 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. B3 FIELD VERIFY THAI'FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO � s PLYWOOD. 11, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE COPYRGBffIANKLBENNAAtq P.E. ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD("SIDEWALK BOLT") 14-2031 U.N.O. SCALEe 12. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 5 P_A06.P_e5C111PTiQN1 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED FOR DIRECT E MOUNT INSTALLATIONS. �i 14, WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS u�© TO HOLLOW BLOCK � O S O