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51171202T Florida Building Code Online BCIS Home Login User Registration Hot Toplcs Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Florida _ • - �': Product Approval USER:Public User Hp OTT IIECENED Product Approval Menu>Application Detail MAY 1,21021 A` & FL# FL1Revision R EVOIEVVIED F(CPQRltting Department a ;. Ei V( 1�f � Application Type Revision St LUCIE COun Code Version Appr C®®rc 00 PLO vs NCIE ty Appro Application Status I ved ST. .n n �C E ��C o�Jn N Ty Comments Osoccl / 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 1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the John W.Knezevich Evaluation Report Florida License PE-41961 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/20.21 Validated By ORLANDO L.BLANCO,P.E. 4 s' Validation Checklist-Hardcopy Received Certificate of Independence FL11398 R5 COI KC Certificate of Independence 2020 DSS.pd 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 https://foridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDgvIL5Kl5SWld8L8NgFguofa*/*2fVBYMwOc`/`2bfQZnvostumhxgp/p3d*/`3d 1/2 J- 5117/2021- Florida Building Code Online Product Approval Method Method 1 Option.D Date Submitted 08/11/2020 Date Validated 08/12/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 11398.1 050&0615 STORMLOCS PANEL 2"X 12"ALUMINUM STORM PANEL Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL11398 R5 II KC PED TandC 050 061 Panels Drwg 20-014 Approved for use outside HVHZ:Yes SS,pd Impact Resistant:Yes Verified By:John W. Knezevich PE 41961 Design Pressure:N/A Created by Independent Third Party:Yes Other:See Span Schedule Sheet 2 of installation drawings. Evaluation Reports FL11398 R5 AE KC Evaluation Report 200414 SS.pdf Created by Independent Third Party:Yes- Back Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-07-1824 The State of Florida Is an AA/EEO employer.Copvhght 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 mall 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 Secdon 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 emall 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: ®ME® U SecurityMetrics Credit Card Safe r httpsJ/floridabuilding.orgtpr/pi app dtl.aspx?param=wGEVXQwtDgvIL5K15SWId8L8NgFguofa%2fVBYMwOc%2bfQZnvostumhxg%3d%3d 2/2 J RECEIVED FRANK 46549BEN"ARDO,PE PEl 0016619 CAf9895 Permitting Department 0.0 50" ALUMINUM STORM PANEL r 8w� - St.Lucie County VISIT SCALC.f0126144 Lv$ 0 FOR USE OUTSIDE THE HVHZ POF0AMATHPZ0UEVUTION6I 8ldORE NFORMATUN Ii30UT TNGDOLUMENT t", OR SC/N 7NIS OR CCCE '�' 0�•!.+•'' 1/2" WSIT OMMERINGExPRES6.COM5TORE UNLIMITED WIDTH FOR ADOMONAL PLANS,REPORTS a REs0llArea {y� (PERP.TO PANEL SPAN) - Digitally „vprAiuer, T,NV siFyned _ p 12"MAX.ON CENTE0.PANEL g TABLE 1 TABLE 2 TYP. yq:a{.•,arTq; Rapjvw . WL. D/8" ATTACHMENTTO MOUNTING room eca+rats; by Frank ALLOWABLE SPAN SCHEDULE ONRH MINIMUM GLAZING SEPARATION WITH ,2 •,� a�wrttA(ira1,}- ALUMINUM PANELS ONL a ON HARDWARE OR DIRECT•MOUNT. r; 00...._.ti. YI ALUMINUM PANELS ONLY �) �'f LL N D/16 --� Bennardo , - ,_; .„,;W PANEL ALLOWABLE DESIGN L!F '� ¢o o:uvYLQctr'F.L;: SPAN PRESSURE INSTALLATIONS INSTALLATIONS .� a' W= Date:.2020.10.07 PANEL V_ Lf 144• «11.0 PSF -35.0 PSF s30'ABOVE >30ABOVE PLAN [u.if�p`htili+rCFMtt-um: SPAN GRADE GRADE KEYHOLE - 0 10:55:43-0400 13W +35.9 PSF -38.1 PSF qoD m ALTERNATIVE HOLE DIA.OF i 120' +431 PSF -457 51 PSF ;2" 6GA A" 3.7" 4)i-� 33 W "' 5/B,IS ACCEPTABLE. NOTE:TOP MAY BE SLOPED OR 120" +47.6 PSF 1 .50.4 PSF DU,, gtD RADIUSED TO MATCH GEOMETRY OF 114' +52,7 PSF •55.6 PSF N W OPENING. MOUNTING HARDWARE 108' +58.7 PSF -02.2 PSF 128' 6A" 3.S OW FL N•" MUST BE ROLL-FORMED TO THE TOY ♦65A PSF •BRA PSF 120" GA" 3A- 8 1 j w LU RADIUS•NO NOTCHING OF _. .J .1 3 e)m MOUNTING HARDWARE TO ACHIEVE 96" +74.3 PSF -75.0 pSF i M" 64- 3.3" 108' 6.4" 3.1' SHAPES IS ALLOWED. 90" «80.0 PSF -80.0 PSF 96" 3S• 2.9' . j B4" +85.7 PSF -85.7 PSF 90• 3S" 2.6" .; i 78' +92.3 PSF -92.3 PSF 04• 35" 2A" N 72 +100.0 PSF -100.0 PSF 78' 3,5• 2.2" m 7u 86" +109.1 PSF -109.1 PSF 72" 35" 2.0' (1 60' +120.0 PSF -120.0 PSF 66' 3S' 1.8' 1O I1 1( 60' 3S' 1.T ��1 \v U :ABLE 1 NOTES: w LINEAR INTERPOLATION TABLE 2 NOTES: A . SEPARATION FROM GLAZING IS OO �+ NOT PERMITTED.FOR SPANS �$9 d m REQUIRED oo ONLY 1N WIND 20NE 4 UNLESS LOCAL O l a m BEITNEEN THOSE INDICATED as 54 D - LINEAR INTERPOLATION BETWEEN�" HURRICANE PROTECTION FOR;;NEXT HIGHER SPAN =m' TYPICAL ELEVATION WITH SHALL BE USED, SPASHUTTER SPANS IS NOT PERMITTED.FOR ,Y 1 ALUMINUM PANELS ONLY DESIGN PRESSURES NOTED IN THE SEPARATION THOSE IN ABOVE, s o TABLE 1 APPLY TO ALL MOUNTING AND THE SEPARATION FROM USED. f-0R THE NEXT 1 N.T.S. EXTERIOR ELEV ANCHORAGE CONDITIONS AND SHALL HIGHER SPAN SHALL 8E USED. JJJ c� s GENERAL NOTE NOT BE EXCEEDED. MAX PANEL SPAN m .T 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED iN ACCORDANCE WITH THE FLORIDA BUILDING CODE SEVENTH EDITION(2020) THE INTERNATIONAL BUILDING CODE {--�� PER TABLE 1 (IBC)AND THE�IgNTERNATIONAL RESIDENTIAL.CODE. FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.SEE PRODUCT EVALUATION REPORT FO)i ADDITIONAL INFORMATION. 7 3. POSITIVE AND NEC THE DESIGN PRE9 URES CALCULATED FOR u5E WITFi�THIS SFYTSTEM SI_ L BE DETERMINED PEER SEPAFRAA-E ENGINEERING IN ACCORDANCE WIOTOHDT�E GOVS GOVERNING CODE. • � O $ v" PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WIRi ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SEVENTH EDITION(2020)SHALL BE LESS THAN OR EQUAL TO THE e POSITIVE OR EGATNE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN WR ANY ASSEMOLY AS SHOWN. 9 4. DESIGN PRESSURES NOTED HEREIN ARE RASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR WIND ZONES 1-3,IN ACCORDANCE WITH ASTM E1996..IT IS ACCEPTABLE BY CODE UNLESS z OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 7URISDICRON. 6. THE SYSTEM DETAILED HEREIN]S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE FOR SITE CONDRIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A n n LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SI[E SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. w 7. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN COWUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME w w = z p APPROVAL.USE OF THESE APPROVpA�LpDOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS OF THE FLORIDA ADMINISTRATIVE CODE ?z PRO.E PERMITTO TRANS� FER AFNy APPLIG�4 LB EELOADSUTO THE EX IN HD STRUUCTUURE O WITHSTAND SUPERIMPOSED LOADS.BRICK VENEER PER ASTM C62(BY OTHERS)SHALL BE ANCHORED W as Jig- PRODUCT 9. ALUMINUM STORM PANELS SHALL BE 5052-H32 OR 3004-H34 ALUMINUM ALLOY TESTED THICKNESS 0.0495'.,�,_,_.____ ._ _ k o = �65 ...<„•.10..ALL-POLYCARBONATEPANELS SHALL-BE MANUFAGTURED•BY TRANSPARENT-PROSECTTON'SYSTEMS"lnc.-`�� ,e. 11.ALL POLYCARB PANELS SHALL BE EXTRUDED WITH THICKNESS I=0.100"( 10.010')AND SHALL BE MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER RESIN(UV STABILIZED). Z - TYPICAL TENSILE STRENGTH FLv=8.908 KSI FLEXURAL STRENGTH Eby 12.90 KSI &FLEXURAL MODULUS IS 328.7 K51 u 9 12.ALL EXTRUSIONS SHgL BE 6063-T�ALUMINUM ALLOY UNLESS NOTED O'(HERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE Wllli ADM 2015. 13.TOP&BOTTOM DETAILS SHOWN MAYBE INNERCHANG�D AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORRONTALLY AS APPLICABLE. 14,PANELS SHALL BE P11MANEN11 LABELED WITH LIBELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL AND SHALL FACE THE EXTERIOR AND CONTAIN AT LEAST THE G FOLLOWING: TOWN&COUNTRY INDUSTRIES B FT.LAUDERDAL.E FL $ R� ASTM E330 ER'66 &E1996 9 LB MISSILE LEVEL D o FLORIDA PRODUCT APPROVAL NUMBER c I.S.ALL BOLTS&WASHERS SHALL Be ZINC COATED STEEL,GALVANIZED STEEL,STAINLESS STEEL,OR 2024 TG ALUMINUM ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSI,UNLESS OTHERWISE NOTED HEREIN.ONSIBLE TO INSULATE OR PROTECT ALL NIEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. CON ;SX„ R 17:SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 2 OPTIONAL HORIZONTAL MOUNT d' o ANCHOR NOTES. 1 N.T.S. EXTERIOR ELEV R/wnXLISAWAOPE 20-26144 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 2. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. ►Ace DESCRIP'RON: 4, MINIMUM EMBEDMENTAND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. 5. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCNEDUI.E(S)SHALL APPLY. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. 9® 11.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OFTHREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD("SIDEWALK BOLT-)U.N.O. = 12. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOTACCEPTABLE FOR USE. I .13. :k DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAYBE USED FOR DIRECT MOUNT INSTALLATIONS. IL JI M.WHEN ANCHORING TO HOLLOW BLOCK,SOS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK FRANK BENRAROO,PE j 12.00-(COVERAGE) ,�y 6.00•(COVERAGE) 2 50" { 2 50,�1T PEE 0046S49 CA#99885 -2.02--I � I / 0.100' I I 'B' 2.02' 2.00' .n,P 0.0495' 1.00 `� \ ,"J�y\/� 1.00' 0 j.�.1. / \ 00' �o� ry \s•� 1.00` p/ )� rr..:rt'r�tc � Ili 0.0495- I _ I 'V ti ,,��1.00�}- N -6.00° 6.00•-=-} �` }-}1.17 41,07•{�v } '' _ 1 Ol' 12'PANEL COVERAGE •- ! m m Y 14.3Z7 (TOTAL WIDTH) �1.07'�- I _v 8.332'HALF PAN0. 15 1/4"MAX TOTAL PANEL WIDTH I M ITI.4 a! m U ----`1 1"a ALUMINUM HALF STORM PANEL ib POLYCARBONATE STORM PANEL ) pi 0ED OALUMINUMSTORMPANEL NOTE:HALFSTORNPANELSMALLONLYBEUSEDASAN °`_ a END PAtIELTOCLOSE THE REMAlt(ING OPENINGT(AT W MAY BE LESS THAN FULL PANEL WIDTH 0e ,�Q -`a -Y-O 062" MAX.5.238° 1/.4-2OX3/4 KNURLED STUDS W/ r1/4-2OX3/4 KNURLED 1/4-20X314 KNURLED �.r Y- T WINGNUTS SPACED AT 12"O.C. STUDS W/WINGNUTS .STUDS W/WINGNUTS LS�' Oe4 w a z N2.250'-} 2.250"� 0.120" 0.125" - (DIRECTION MAY BE REVERSED) SPACED AT 12"O.C. SPACED AT 12'O.C. ..0.095, I - (DIRECTION MAYBE (DIRECTION MAY BE N� W 0.094' 0.095'-- T 0.094' _ 0.094' Z 0.091'}1- 0.091" w -j- II REVERSED) REVERSED) 0.094- n I 0.094'N 0.101' ° N - 9 Z ,/� Z _ ,�,//�� A O dddry n e n .~. ry ry � 0.125' £ 11� (1 E _ �F{ (g� m � Or 375-1 _ ( Pn° °kiv/" In° I'v{�~ InI ry 1.000' �'� 0.091" �'� -1--- - 1 -2",3•,4-OR 5°-� " 0.091 ra 0.062'- 206'Z° Z.O6`--� 1.000' 2"� 1.000• .632.LEG 0:062°---•2.06' 0.375° 0.062 MINIMUM MINIMUM € 0"H"HEADER tO '-HEADER 3a BUILD-OUT"U"HEADER OSTUD ANGLE % a STUD ANGLE 4b STUD ANGLEag 5 SEE COMPONENT NOTES C..4 SCC-COMPONCNT_NOiCS SEE COMPONENT NOTES 3°•' II'1Tr{tr71''I ,0 188' -0Y.3 78" D- 090'� A006.351'3" 090 9 0. i0.315- -ff-0.125- 0.31S TYP. 1/9-2090 0.125" I 0 SQ./HEX BOLT STUDS 0.125"C45 n0 �b- § �ow Tp\r\-, }-- W/WINGNUI5 -{ `-1/4-20 CL HEX i `1/4-20 SQ./HEX SPACED AT 12.OC I o s 0 188 1 Y HEAD BOLT STUDS HEAD BOLT STUDS v W/WINGNLTTS 0.090- W/AWINGNUTS �q SPACED AT 12'CC ( )- - -- MAY E REVERSED) �- �1 T,3°,4.OR 7 SPACED 12'OC O7 BUILD-OUT"F"TRACK 4"F"TRACK I 8a "F"ANGLE TRACK 67116E 5OANGLE ` d COMPONENT NOTES ' 8 ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF THE PANEL THE FIRST AND LAST ANCHOR IN ALL TRACKS SHALL ■ BE INSTALLED WITHIN THE FIRST 3'-AND LAST 3",RESPECTIVELY. INSTALL ALL ANCHORS PER THE REQUIREMENTS LISTED IN THE ANCHOR SCHEDULE. ng■ ... .- "0:069'=} 0.125' �- 0.44' c T N'T' I(��r'' 0.563" IS ! 0.30. U �0.313° 0.25- r [�1111111111V dmu}�- �iiia `1l{{`,t 1 g y o ASHER WINGNUU 1�10 KEYHOLE WASHER 11 1[4-20 SQ./HEX 12 1/4-20 316 SS MACHINE 13 #14x314 316 SS 14 1 4-20� 15 1 4-20 p NOS-RECESSED FLAT 20 GA.GALV.STEEL(t-A38.1 BOLT W/NUT. SIDEWALK BOLT " $ SURFACc TYPE ONLY GRAEE 40 OR 0050'ALUM HEAD BOLT _ SDS/SMS SCREW ,_r_ TRUSS HEAD BOLT cwrRWFRMWMMPF- _ ALLOY(3004-H34) REQUIRES USE 0T KEYHOLE WASHER IN DIRECT MOUNT APPLICATIONS 20-26144 WALE, PACE OESCRI� CONNECTION'TYPE 92 EXISTING- FRAROK BENtLViDo,PE ANCHOR PER ANCHOR CONNECTION TYPE C2 PE!UB46549 CA19085 SCHEDULE HOST -- ANCHOR PER ANCHOR EXISTINGST 15T1NG I STRUCTURE ' SCHEDULE S7RU HOST !//// / MAX,• -.O CONNECTION TYPE C2 ANCHOR PER ANCHOR / 0.437' 012,O.C.MAX / EXISTING /' /" , 5 13 ...; / F' EMBED �Ye'MAX if EMBED. SCHEDULE HOST r 'f ! MAX. N ./ ?'r f OMAX' STRUCTURE I �� ff// 2 / - Y,"MAX EMBED si L: 'D ty --� ••.I 2w l MX 1l7! /fi 30 �1 �I�� j� O Jy 4:.h) W m size -Z W W 11 SH ZwZ pis{p-, ` Q C lb OLm rZ t° ALT.LEG DIRECTION ON 93 o`w GLASS SEPARATION tb CONNECTION TYPE C3 "ff u't w W m NOT REQUIRED PER GLASS SEPARATION �. x 6� ANCHOR PER ANCHOR \, GLASS SEPARATION NOT REQUIRED PE0. M� z d ASTM E1996 ASTM E3996 SCHEDULE `NOT REQUIRED PER O CC w ASTM E1996nF` 0 s O"li"MOUNT SECTION ©BUILD-OUT"U"MOUNT SECTION OC ALT.BUILD-OUT"U"MOUNT SECTION ~ L- GLASS SEPARATION NOT REQUIRED PER GLASS SEPARATION �d ALT.LEG DIRECTION ASTM E1996 CONNECTION TYPE C3 NOT REQUIRED PER GLASS SEPARATION m ANCHOR PER ANCHOR ASTM E1996 NOT REQUIRED PER N 5 ASTM E1996 1 to ib 2 z SCHEDULE � CX�O , € ^. . .. ..• t zzN,, EXISTING z KNUROLED 4 57RU 'f/ %0 /r/ f •.. 0.437" Z w q BED. p/ � K m STUO MAX SSPACED •/O/ /j l'J La^ n Ea 12.O.C.MAX /uf,/.1C-! O Z ¢a '. 11 EXISTING R /� /� m; EMEO. � HOST + STRUCTURE B EMBED. 3 w _ MAX f ,f�/%/ CONNECTION TYPE C1 = o s 5 EXISTING q°qh t 1° 1b ANCHOR PER ANCHOR 5CHEDULE. p CONNECTION TYPE Cl HOST CONNECTION TYPE C3 FASTEN @ 6"O.C.OR 12"D.C.,BUT DO STRUCTURE CONNECTION TYPE C1 p ANCHOR PER ANCHOR ANCHOR PER ANCHOR NOT EXCEED ANCHOR SCHEDULE SCHEDULE' ANCHOR SCHEDULE SCHEDULE - SCHEDULE SPACING.KEYHOLE WASHER REQUIRED IF ANCHORED WITH TRUSS HEAD BOLT. OSTUD ANGLE WALL MOUNT SECTION EE BUILD-OUT"F'TRACK SECTION ODIRECT MOUNT SECTION e CONNECTION TYPE Q 'f`. �f.+, � EDG ,., EXISTING - ANCHOR PER ANCHOR EXISTING ! / + fi / DIST. CONNECTION TYPE C4 GLASS SEPARATION — '— P C HOST 1 _ SCHEDULE HOST / / / / ANCHOR PER ANCHOR 1 J a a R G a633 + NOT R UIRED PER ..,.STRUCTURE, + 0.625` STRUCTURE w .....z-- /�.• .., ,.�.: _ /// i/ f/ .. ...... .. .. ..-ASTM E1996.. la z _. Iwo! ..q / Is � // EQ. .EQ• � USA.- SA.- � 8 n MAX z LEG DIRECTION MAY oBg 0.625' d7 a BE REVERSED .'/�j 1 1' SIR / CONNECTION TYPE C4 /a' /'/ 'i EDGE " Cowry9i{FRV.VRBBfWmB PE GLASS SEPARATION I f ANCHOR PERANCHOR ALT.LEG DIREiT10N s [° [b N07 RASTMEQUIRED PER SCHEDULE r, �/.f ���/;,,-`• 20-26144 CONNECTION TYPE C2 GLASS SEPARATION f:ri!! � , ANCHOR PER ANCHOR rypT REQUIRED PEA EXISTING ' SCHEDULE ASTM E1996 HOST w sraucruRE ^ 9® Q"F"TRAGIC MOUNT SECTION OTRAP"U"HEADER SECTION I j TRAP STUD ANGLE SECTION I CCCJJJ ITEM 413 0 12"O.C.MAX. 2'x5'x1/B'x CONT.6063-T6 ALUM. FRANK BE • - .IN BETWEEN TRUSSES, ALLOY ANGLE WITH(3)1/4"0 WOOD COINCIDENT WITH ANCHOR. LAG SCREWS WITH 2'MIN.EMBED. ROW CENTERLINE INTO WOOD @ EACH RAFTER OR TRUSS,24'O.C.MAX.WITH 1-3/4"EXI _ GLASS SEPARATION STING WOOD 3" MIN.END DIST.AND 3/4'MIN.EDGE TRUSS OR RAFTER �rainc'r.,w,�• NOT REQUIRED PER 0 24'O.C.MAX THAN WHERE ANGLE EXTENDS MORE K..-,,.•^ GLASS SEPARATION CONNECTION TYPE C3 THAN 6'BEYOND TRUSS. NOT EXTEND ASTM Ek996 (G=0.42 MIN). Y— / v ANGLE TO NEXT TRUSS. ' NOT REQUIRED PER ANCHOR PER ANCHOR � ryp ASTM E1996 SCHEDULE aLu in w - •' iu m _. _ i-EXISTING WOOD L kl a ECTI u�LL N In _CONNON TYPE CA eu - R •../' % w OR STUCCO FINISH [ ' N ANCHOR PER ANCHOR 1, a y ��/ca !/f��• B° ^ - tuw I MATERIAL .N p o SCHEDULEF _ U �' 8'-0'MAX PANEL SPAN 8 is —a- I O MAX MAX DESIGN PRESSURES: TO G=0.42 WOOD:+/-63 PSF r.3��Sii u ;" —� 3 TO G=0.55 WOOD:+/-70 PSF ( Llr j o� K]i Ww EXISTING j /!i ;i;! / / .• 001 0 ul et7 HOST w �w/,r/` ;l•��/•'/ lbDGg STRUCTURE :•; J - -Q �-1 to EXISTING ! DIST. //i / f2 6"O.C.MAX .� �;/� %J,•"/ GLASS SEPARATION F, HOST ALT . NOT REQUIRED PER . fGE STRUCTURE / .LEG DIRECTION j� CONNECTION TYPE CS ASTM E3996 ANCHORPERANCHOR SCHEDULE )'f'ANGLE TRACK MOUNT SECTION OK REVERSE"F'ANGLE TRACK MOUNT SECTION ©CEILING MOUNT/BUILD-OUT SECTION y E p W yy$p� $ �ta.•n ya �p a' og = AIR GAP BRICK VENEER d PER ASTM C62 LEG DIRECTION O E i t - MAY BE REVERSED 5 n GLASS SEPARATION � GLASS SEPARATION , NOT REQUIRED PER ' ' j� ✓_..y':�/ CONNECTION TYPE C2 N�REQUIRED E1996P� l 1n Ib ASTM E1996 /f/!i: ;/�' ANCHOR PER ANCHOR SCHEDULE N-�.S> 0.43 171' O Y ib z /� r /�EMBI .� r t�j•Ji �J I a a $8 e r ^EXIS7INGWOOD•---_,_. ,.--,---. .� ..-... _..._...,..--.. _ ..l i', ....� Fl�-�_._...�_.� _ ._.),q_..- _.jp.%�✓/ Y� _ .0... ¢ ggal— STUDS � c� E SPACED $� � AX 024-O.C.MAX' _ Fd EXISTING �6.M � MAX 6' (G=0.42 MIN) HOST W - j EMBEDj n $Il $ 4g STRUCTURE lT� •r! tl n .. 12 l3 0 9'O.C.MAX 1 O a n y s GLASS SEPARATION u . c l"x4'x0.125"6063-T6-ALUMINUM BE (2)N 14 WOOD SCREWS OR%-LAG SCREWS NOT REQUIRED PER EXISTING AIR GAP m N p OR 2'x6'PT WOOD BEAM.WHERE BEAM WITH 2'EMBEDMENT�'MINIMUM EDGE ASTM E3996 lb HOST CONNECTION TYPE C2 a EXTENDS MORE THAN 6'OVER LAST DISTANCE AND 1-3/4�MINIMUM END STRUCTURE BRICK VENEER ANCHOR PER ANCHOR �ra N 4 i a slit? STUD,EXTEN D BEAM TO NEXT STUD DISTANCE TO G=0.42 MINIMUM WOOD PER ASTM C62 SCHEDULE COPWRORRWIILEE141WI tPE STUDS SPACED 24"O.C.MAX. OM STUD ANGLE BUILD-OUT MOUNT NO"U"HEADER BUILD-OUT THROUGH VENEER OVER OO DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL SCAM 20-26144 - SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION r FRANK SMIARDO,PE PE/0046S49 CA9988S GLASS SEPARATION ALT.LEG DIRECTION „. M,,.,• NOT REQUIRED PER CONNECTION TYPE C3 AIR GAP BRICK VENEER ASTM E1996 ANCHOR PER ANCH00. ,' ."-� SCHEDULE EXISTING r PER ASTM C62 IF HOST a$n � STRUCTURE- /// fll/ G� 4u 4b }-6 MAX—} OHIO' - V.R U' m.8o' z �+�/ U. CONNECTION T4 I I / .r�.,.- 0.43TCONNECTION TYPE Cl T�6'M '-'-T ANCH00.PER A i/!i+ /!r P -s.,ANCHOR PER ANCHOR _ SCSTUDS SPACED ,/' 1 MAX �'3 apN p m p - 1 la Ib {IS jas�'fJ~9 SCHEDULE 12"O.C.MAX EXISTING 1 3 E a ' HOST AIR GAP CONNECTION TYPE C3 10 W. w GLASS SEPARATION 7 1n 1h STRUCTURE ANCHOR PER ANCHOR Lu BRICKVENEER t ow NOT REQUIRED PER SCHEDULE j !`' O ASTM E1996 PER ASTM C62 PO STUD ANGLE THROUGH VENEER OVER STRUCTURAL © BUILD-OUT"F"TRACK THROUGH VENEER OVER 's BASE SECTION STRUCTURAL BASE SECTION N EXISTING P HOST ALUMINUM ANGLE.CLOSURE - J' '•}�1 m STRUCTURE PIECE:1"x2'MIN 1'x5"MAX, j/ f 0.0625'MIN.THICKNESS. JMJAx /f ' /'r//i/ .'.% M, " 1/4 /%!/!;/ //;• �, \J\� 1 1.lb - f fl/A.,/!/ ! r'/>! : (MAX. pgAX.�� > / fi= C3 rj f f/ �- EXISTING o g EXISTING EXISTING /�f %/,fif /,,� HOST HOST t to!b 1 to tb. /% � HOST v g STRUCTURE STRUCTURE STRUCTURE 1-1MAXr >• /, . /;+�. 9 la a 24-Bg ,1,•:%:/i/i/. . / r. />i;�>l /I/ //f/t / 1 to Ib 31 15 •rZ! / 12 TRAP MOUNT CLOSURE DETAIL TiJr OS WALL MOUNT CLOSURE DETAIL i////. o '_,EDGE/ jl ! 0 EXISTING �q HOST. STRUCTURE - /! r✓/ / •_ Y— a n� g' 1/4' ./ ALUMINUM ANGLE CLOSURE +ANY ANCHOR PER ANCHOR SCHEDULE, c 6 � --} u �/ PIECE:1'x2'MIN,1"x5"MAX, SPACED 24"O.C.MAX FOR DESIGN 1 1a 1b � MAXBUILD-0 PRESSURES 5 62 PSF,12-O.C.MAX x•y� / 0.0625'MIN.THICKNESS. 12 4 DISTANCE / FOR DESIGN PRESSURES>62 PSF of •gg ALUMINUM ANGLE CLOSURE RING AND 5 115 PSF,10'O.C.MAX FOR Il 19 HOST GtE ems"• PIECE:I'x2'MIN,1"x5"MAX, STRUCTURE - DESIGN PRESSURES>115 PSF, 14 9 W Fa a p $ 6� 0.0625'MIN.THICKNESS. tl *1e 24.0C vpR� C0nTJ3MRWKL6VFl OPE i to tb 1/4" -- 2 20-26144 MAX. I I 9 14 S 24.UC SCA _ 9 14)0 24'❑C� f 4, I 11 15 PAGE �ET pON, 9 la C'2a'OC it Ig 1 3"tb 1T—MAX•—Tl CORNERANGLE: 0.050"3004-H34,3003-H14,OR v1 Ia Ib 2 15 12 5052-H34 ALUMINUM; a�® OT BUILD-OUT MOUNT CLOSURE DETAIL OU ALTERNATE CLOSURE DETAIL OV CORNER ANGLE DETAIL 00.20 GA GALV A36 STEEL e FRANK BERNARDO PE PEE 0046349 CA14B86 N S"LONG HANDLE �x y]'all-m �u • 'RIVETED TO PANEL )Ll r LLN LL yr PUNCH Wx1"HOLES IN - (LN Rg'O`lu y2 r 0 n) z- - ADJACENT PANELS TO .'cr m �i ?,S. RECEIVE THIS BOLT W/PM �u° o m NUT.PLACE PANEL OVER EACH - ._n - U"W^kkkkllll z� ADJACENT PANEL AND FASTEN 0L - Z WINGNUTS FROM INSIDE I W K w OW Ui i - . / NOTTO BE n USED FOR EMERGENCY Q ESCAPEm�p W e 0 �2)Yxil4"WIDE NOTCH F B S o (TYP.BOTH SIDES) RE LL WALL MOUNTED 5"x2"x'&" m E m STUDDED ANGLE F_ Y.;-20 x 1"MACHINE SCREW STUD /l E -zc= WITH WASHERED WINGNUT g112"O.C. a v S 3 (CONNECTS TO ADJACENT PANEL) 1/4-20X3/4 KNURLED STUDS W/f 1�"t 1-1• 314" _�� p- WINGNUTS SPACED AT 12'O.C. C II }����J t 4 —-—-—-—-—-—-—-—-- - - %o"O HOLE FOR _ _ n FASTENING PANEL I - o _ a O� EMBED. n 7�ea EXISTINGHOSTST "J HOST —+�- WALL MOUNTED 5'x2"xS's" n - -STUDDED ANGLE c MAX CONNECTION TYPE Cl ANCHOR PER ANCHOR _ C0FfR 'FRNN LHfflQ DPE SCHEDULE ® INTERIOR FASTENING ANGLE ASSEMBLY - 20-26144 t THESE DETAILS DEPICT THE CONNECTION OF .. ANY PANEL FOR AN OPENING WITH PANELS PAGE oEsc�uarEw4- INSTALLED FROM INSIDE.USE OF THESE (i DETAILS SHALL BE IN CONIUNCTION WITH AN _ "H"HEADER OR"U"HEADER TOP MOUNT. _ O FRANK BENIIAW0,PE UNLIMITED WIDTH PE/0016549CA19885 (PERP.TO PANEL SPAN) ��+''"z pAn� .� 12"MAX.ON CENTER PANEL - � Z ATTACHMENT TO MOUNTING !' HARDWARE OR DIRECT MOUNT. "N r .tG pry u?�9 aN �Ki POLYCARBONATE PANELS FASTENED TO ADJACENT STORM 1 n,I,IJ 5 u< w w�:.�i% PANELS WITH Ya--20 SIDEWALK [ S{}„7 Q ul z Q Z /'� BOLT AND WASHERED WINGUT ALLOWABLE o _ a *'%• i r'' AT MIDSPAN, u i x PAN,TYPICAL DESIGN PRESSURES uz � 9 i WITH ALTERNATING ALUMINUM AND 4 3u.e�Z POLYCARBONATE PANELS N w w O +55 PSF to —58, -PSF .. NOTE:ANY INSTALLATION WITH ALTERNATING ALUMINUM AND POLYCARBONATE PANELS SHALL r^ a' D ib NOT EXCEED THESE DESIGN PRESSURES. € NOTES: 1. TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. "fir rn MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS;NO ya O m NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWED. °Z. m LL 2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY. O zm" .3. ALUMINUM AND POLYCARBONATE PANELS SHALL ALTERNATE. - 4. END PANELS SHALL BE ALUMINUM PANELS ONLY. w s O E TYPICAL ELEVATION WITH ALTERNATING 3 1 ALUMINUM AND POLYCARBONATE PANELS 7 N.T.S. EXTERIOR ELEV mac - INTERIOR - IL_'�1• S 3 E GLASS SEPARATION 83 NOT REQUIRED PER ASTM E1996 �Se n i i H - -- 9 END PANELS SHALL BE POLYCARBONATE PANELS EXTERIOR = FASTENED TO ADJACENT STORM POLYCARBONATE PANELS u C ALUMINUM PANELS ONLY T E FASTEND TO ADJACENT STORM N F, PANELS WITH y"-20 SIDEWALK u BOLT AND WASHERED WINGUT PANELS WITH Y4--20 SIDEWALK , AT MIDSPAN,TYPICAL BOLT AND WASHERED WWGUT ' E AT MIDSPAN,TYPICAL. 0]PIfCURFBAKLBENWI80PE e 20-26144 SCAM § TYPICAL SECTION WITH ALTERNATING z ALUMINUM AND POLYCARBONATE PANELS - N.T.S. HOR1Z SECTION '�® ANCHOR SCHEDULLb: FRANK 8ENNARDO,PE PEI 0046549 CA/9885 (SEE SHEET 2 FOR ANCHOR NOTES) ('. EDGE DISTANCES AS NOTED Spans Up Ta 5'-O" Spans Up To 9'-0 " Shins Up Tp 12'-0" F' LOAD CONN TYPE co TYPE CONN TYPE _� ANCHOR (Pso Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 I C3 I C4 I C5 1/4"ITYI SS TAPCON WITH 33 16.0 56.0"16.0"13.4"16.0"16.0'16.0"16.0" 7.5' 16.0"16.0"16.0"16.0" 5,6" m EDGE DISTANCES AS NOTED 1-3/4"EMBED AND 1"MIN. 48 16.0"16.0"16.0" 9.2" 16.0'I6,0"16.0"16.0" 5,1" 16.0"16.0"13.7"16,0" 3.7" 11.3 .. O rj Spans Up To 5;•0'. Spans�io EDGE DISTANCE(3192 psi 62 16.0"16.0"16.0' 7.1" 16.0"16.0"14.4"16,0" 3.9" 1Z0"15.0" 9.4" 15,0".•ii 7.2 - - - n g x MIN CONCRETE) 76 16.0"16.0"16.0' S.8" 16.0"16.0'10.6"16.0" 3.1" 8.3" 12.3" 7,2" 12.3" ' 1.3" LOAD CONN TYPE CONN TYPE CONN TYPE w m E m D 90 16.0"16.0"160" 4.9" 16.0"13.8" 8.4" 13.6" 6.3" 10.4" 5.8" 9,7" "'% q:y' =0�j ANCHOR (psn Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 0V,1 }WW1 IDS 16.0"15.9"16.V 4.1" 13.6"IL8" 6.8" 11.8"i /• 5.0" B.9" 4.8" 7.8" 'i % 3.W' 1/4'ITW S.S.TAPCON WITH 33 16.0"16.0"I6,0"16.0"16.0"16.0"16.0"I6.0"I6.0"16.0"I6.0"I6.0"16.0"33.5'16.0" �,i 66 uN LL //• „n 1-3/4'EMBED AND 2-1/2" 48 16,0"16,0"16.0"16.0"16.0'16.0"16.0"16.0 12.2"16.0"16.0"16,0"I6.0' 8.9" 13.3"120 16.0"1Z8"16.0' 3.6' 10.4"10.4" 5.8" 9.T' /„r. 4.2" 7.6 4.1 6.5 ...-i %1 MIN EDGE DISTANCE(3192 62 16,0'16.0'16.0"16.0"16.0"16.0"16.0"16.0' 9.2" 14.1"16.0"11.0"16.0" 6.8" 8 5" f�7,0 ui U L n 1/4'DEWALT ULTRACON 33 16.0"16,0"16.0"I6.0"16.0"16.0'16.0"16.0"IZ2"16.0"16.0"16.0"16.0" 9.1" 16.0" N> z11 WITH 1-3/4'EMBED AND 1' 48 16.0"16.0"I6.0"15.1`16.0"16.0'16A"16.0" 8.2- 16_0"16.0"13.5"16.0" 6.0" 11.]" Psi MIN CONCRETE) 76 16.0"]6.0"16,0"14.1"16.0'16.0"12.4"16,0' 7.4" 9.7' 14.4" 8.4" 14.4" 5.5' 6.2" �(,1-,14 4;8I_ap D MIN.EDGE DISTANCE(2700 62 16.0"16.0"16.0"11.7"16.0"16.0'14.2"16.0" 6,2" 11.9"14.8" 9.3" 14,0" 4.6" 7.1" 90 16,0"16.0'16.0"11.7"16,0'16_O" 9.8 16;0" 6.2" 7.4" 12.2" 6.8" 11.4- 4.6" 4,9" 7F=4 00-c m "' psi MIN CONCRETE) 76 16.0"16.0"16.0" 9.5' 16.0"16.0"10.4"16.0" 5.0 &2" 12.1" 7,1" 12.1";/l:- 5.2" 105 36.0"16.0"16,0" 9.9" 16.0"13.9" 8.0" IVY' 5.3" 5,9" 10.4" 5.6" 9.1 3.9" 4.0" 1' ary0 Gw )�{,` 0,„�J xw 120 16.0"15.1" O" 8 S' 1 3" 9' ,4" 4,6" 4.9" 9.1" 4.8" 7.7" 3.4" qq 90 16.0"16.0"16.0"7.9" 16.0"13.6" 8.3" 13.6 4.2" 6X 10.2"S.T' 9.6" Y', 4.1'• 16. Z 1Z2" 6. 11 3.4" u W rT (QI) AQ3�1� 105 16,0"15.7 16.0 6,7" 13.5'11.T' 6.T' 11.T' ,;; 5.0" 8,8" 4.7" 7.7" ;'i„•ti 1/4'DEWALT ULTRACON 33 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"13.7"16.0" N K 6 120 16_0"12.7"16.0 5.8" 10.3 10.2 5.7" 9.6" % 4_1" 7.7" 4.0' 6.4" %Jj;'+ WITH 1-3/q'EMBED AND 48 36.0°16.0"16.0"16.0"16.0'16.0"16.0" 16.0'12.4"16.0"16.0"13,9"16.0" 9.0" I1.5" W I/4'ITW SAMFiYS SSC W/ 33 16.0"16.0"16.0"56.0"16.0"1&V'16.0"16.0"16.0"16.0"16.0"16.0"I6,0"13.9"16.0" 2.112"MIN.-EDGE DISTANCE 62 16.0"16.0"16.0"16.0"16.0"16.0"14.6"16.0" 9.3" 12.3"15.3" 9.6" 15.3" 6.8" 7.3" 0 W 3 2-1/4'MIN EMBED AND 48 36.0"16.0"16.0"16.0`16.0"16.0"16.0"16.0"iZ6"16.0"16.0"16.0"16.0" 9.2" 16.0" (2700 psi MIN CONCRETE) 76 16.0"16,0"16.0"14.4"16.0'16.0"30.8"16.0" 7.5" 8.4" 12.5" 7.3" 12.5" 5.5" 5.4" 1-1/4-MIN.EDGE DISTANCE 62 16.0"36.0"16.0"16.0`16.0"16.0'16.0"16.0" 9.6" 16.0"16.0"15.0"ILL 7.0" 1LS' 90 16.0'16.0"I6.0"11.8"16,0"14.1" B.S' 14.1" 6.2" 6.4" 30.6" 5.9" 9.9" 4.6" 4.3" i (3295 psi MIN CONCRETE) 76 16.0"16.0"16.0'14.5"16,0"16.0'16.0"16.0" 7.7" 13.2"16.0"11.4"16.0" 5.7" 8.4" 105 36.0"16.0"16.0"10.0"13.9"SZS" 7.0' 321" 5.3" 5.1" 9.0" 4.9" 7.9" p 90 16.0"16.0"16.0"12.0"16.0"16.0"13.3"16.0" 6.4" 10.1"16.0" 9.2" 15.q" 4.8" 6.7" 120 16,0"13.1"16.0" 8.6" 10.6"10.6" 5.9" 9,9" 4.6" 4.3" 7.9" 4.2" 6.7 o V * 105 16.0"16.0"16.0'30.2"16.0"16.0'10.9"36.0" 5.5' 8.0" 14.2" 7.6" 12.4" 4.1" 5.4" 1/q'ELCO PANELMATE 33 16.0"16.0"16.0"16.0"16.0'16.0"16.0"16.0 16.0"16.0"16,0"16.0 16.0'33.B"I6.0" N Op 'vim' 120 16.0"16.0"36.0''8.8" 16,0"16.0' 9:2" 15.4" 4,8" 6.7" 12.4" 6.5' SO,q" 3.6" q.6" ((FEMALE,MALE,or PLUS W/ q8 I6.0"16.0"16.0"16.0"16.0'16.0"16.0"16.0'12,5"16.0"16.0"16,0"16.0" 4.1" 13.2" N 2'MIN EMBED AND 2-1/ 62 I6.0"16.0'16.0"16.0"16,0"16.0"16.0"16,0" 9.4" 14.0"16.0"11.0"16.0" 6,9" 8,4" 1/4-20 ALL POINTS SOLID- 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16,0" 9.6" 16,0"16,0"36.0"16.0" 7,3" 16.0" MIN.EDGE DISTANCE( 350 a SET WITH 7/8"MIN EMBED 48 16,0"36.0"16.0"11.9"16.0"16.0"15.8"16.0" 6.5" 15.5"13.7" 9.6" 13.7" 4.7" 8.0'• Psi MIN CONC) 76 16.0°16.0'16.0"14.5"16.0'16.0"12.3"16,0" 7.6" 9.7" 14.3" 8.4" 14.3" 5.6" 6.2" L-1/4`MIN,EDGE 62 16.0"16.0"16.0" 9.2" 16.0"14.1"10.1"14.1" 4.9" 8.5" 10.6" 6.6" 30.6" 3.6" 5.1" 90 16,0"I6_0"16.0"11.9"I6.0"16.0" 9.0' 16.0" 6.3 7.4" SZ 1" 6.7 11.3" 4.7" 4.9-- AND w19 DISTANCE(3000 psi MIN 76 16.0"26.0"16.0" 7.5" 16.0"11.5' 7.4" 11.5' 3.9" 5.8" 8.6" 5.0' 8.6" '%!%. 3.T' * �1�@D 105 16,0"16.0"I6.0"10.1"15.9"13.8" 8.0" 13.8" 5.4" S.9" 10.4' 5.6" 9.1 4.0 4.0" p - i.,i CONCReeEqqIITE) 90 16.0"14.6"160' 6.2" 13.8" 9.7" 5,9" 9.T' 3.3" 4.4" 7.3" 4.1" 6.8" Z='i. /� 120 16.0"15.0"16.0 8.7 12.2"12.1" 6.7 11.3 4.T' 4.9" 9.1" 4,8" 7.6 '"r'; ;, � 'c * �.�,..♦`TII 305 15.0"11.2"15.0' 5.2" 9,6" 8.3" 4.8" 8.3 'ice!i 3.5' 6,2" 3.4" 5.5" %/, %!!' 1/4'ITW SAMMYS SSC W/ 33 16.0"16,0"16.0"16.0"16.0'16.0"16.D"16.0"16.0"16.0"160"l6.0"I6.0"16.0"56.0" �1 5 120 13.1" 9.0" 13.1" 4.5' 7.4" 7.3" 4.1" 6.IV' %/`/ i; 5.5" / 4.6" '/" %ii 2-1/4-MIN 84BED AND 48 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"1L7"I6.0" �i 0� m J 2-1/2'MIN.EDGE DISTANCE 62 16_0"16.0"16.0"16.0"16.0"16.0"16.0"16.0 12.11 16.0 16.0 15.6"16.0" 8.9" 12_0" O zm a 1/4'DEWALT TAPPER WITH 33 16.0"I6.0"I6.0"14.3"16,0 15.4 15.4"15.4" 8.0' 15.4"21.5'10.9"11.5" 5.9" 11.5' 3295 psi MIN CONCRETE U( P ) 76 16.0"16.0"I6.0"16.0"I6.0'16.0"16.0"I6.0 9.7" 13.8 16.0 11.9"I6.0" 7.2" 8.8" 1-3/4"MIN EMBED AND 48 26.0"16.0"16.0 9.9" 16.0 10.6 9.1" 10.6" 5.3" 9.0" 7:9" 5.6 7.9" 3.8" 4.6" g I-1/2"MIN.EDGE DISTANCE 62 14.7"14.7"14.T' 7.6" 14.7" 8.2 5.9" B.2" 4.0" 4.9" 6,1" 3,8 6.1" '- /'i.'-'�� 90 16.0"I6,0"16.0"15.3"16,0"16.0"13.9"16,0" 8.1" 10.5"16.0" 9.6" 16.0" 6.0" 6,9" (3000 psi MIN CONCRETE) 76 12.0 11.9"1Z0" 6,2" 12.0" 6.7 4.3" 6,7' 3.2" 3.4" 5,0" ///., 5,0" ,%%: ;!;;i' * � SOS 16.0"16,0"16,0"12.9"16.0"16.0"11,4"16,0" 6.9" 8.4" 14.8 8.0 13.0 5.1" 5.7" (�• (E w 5.1" 8.0" 5.6" 3.4" 5.6" %. 4.2 • 3.9" �f::,i%!' 120 16,0"16.0 16.0"11.2"16,0"16.0 9.6" 16.0" 6.0" 6.9" 12 9" 6Z' !0.9" 4.5" 4,8" rE 3 �'" 14.20 ALL POINTS SOLID- 33 I6.0"16.0"16,0"16,0"16.0'16.0"16,0"16.0 16.0"16.0 16.0"16.0"I6.0'120'16,0" 1nb 105 8.T' 6.5 8.7 4.3" 5.6" 4,8" %'s? 4.8" %i;t' 3.6" •/ 3.2" i%ia:s/.�.: l a v S 3.7" 4.3 4.2" / ''3.Y. %;%�;v;iii 3.2" / %%�;;-/i/„% SET WITH 7/8-MIN EMBED 48 16.0"16.0"16.0"LEV 1&0"16.0"16,0"I6.0"11.6"16.0 16.0 12.6"16.0" 8.4" 10,4" AND 2'MIN.EDGE DISTANCE62 16.0-16.0"16.0"16.0"16.0"16.0"13.2"16.0" B,T' 11.0"13.8" 8.6" 13.8' 6.3" 6.6" 7 EDGE DISTANCES AS NOTED (3000 psi MIN CONCRETE) 76 16.0"16.0"16.0"13.4'16.0"ISO" 9.7' 15.0" 6.9" 7.6" 11.3" 6.6" 11.3" 5.1" 4.9" }•�� -O Spans Up To 5.0" Spans Up To 9'-0" Spans Up To 12'-D" 90 16.0"16.0"16.0"11.0"16.0'12.T' 7.T' 17 T' 5.8" 5.8" 9,5" 5.3" 8,9" 4.3" 3.8" $ O r ANCHOR LOS D CONN TYPE LONN TYPE CONN TYPE * 105 16.0"14.6"16_0" 9.3" 1Z5"10,9" 6.3" 10.9" 4.9" 4.6" 8.2" 4.4" 7.2" 3.6" 3.1" g x w (P n Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS * 120 16.F.11.8"16.0" 8.0" 9.6" 9.5" 5.3" 8.9" 4.3" 3.8" 7.1" 3.8" 6.0" 3.2"/[%% gB 1/4'MILLENIUM MILLFAST 33 16.0"16.0"56.0"I6.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.3"16.0" {u 1/4'DEWALT TAPPER WITH 33 16.0"16,0"16.0"36.0"16.0"16.0"16,0"16,0"15.9" !LE 1&0"16.0"16.0"11.8"16.0" a WITH 1-3/4-EMBED AND 46 16.0"16.0"16.0"36.0`16.0"16.0"16.0"16.0"110"16.0"16.0"12.8"16,0" 8,7' 10.5" 1-3/4"MIN EMBED AND 3" 48 16.0"16.0"16.0"16.0"16.0"16.0"16,0"16.0"10.6"16.0"15,8"11.1"15.8" 7.7" 9.2" 2-1/2"EDGE DISTANCE 62 16.0"16.0"16.0"16.0"16.0"16,0'13.4"16.0" 9,0" 11.2"14.0" 8.8- 14.0" 6.6" 6.7" u MIN.EDGE DISTANCE(3000 62 16.0"16.0"16.0"15.3"16.0"16.0 11.7"16.0" 8.0" 9.8" IZ3" 7.7" 12.3" 5,8" 519" „ r (3275psi MIN CONCRETE) 76'160'16.0"16.0'14.0"16,0"1S3" 9.9" 15.3" 7.2" 7.7" 11.4" 6.7" 11.4" 5.3" 4.9" u psi MIN CONCRETE) 76 16.0"16.0"I6_0"12.3"16.0"13.3" 8.6" 13`3" 6.4" 6.T' 10.0" 5.8" 30.0" 4.7" 4.3" E 129 .9 I 9" 6 ' S 0 6.0-1 3" 5.3" 5.1" 8.4" 4.7" 7.9" 3.9"90 16.0"16.0"16.0"11.5"16.0 7 2. .0' .9' 9.7" 5.4" 9.0" 4,4" �/% 9 3 6.0"16.0"10.1"16.0"SL3" 6.9- I1. 3.4" e� e (� SLO" 6.4" 11.0" 5.1" 4.7' 8.3" 4.5" 7.3" '::V;! %i„ 105 16.0"1Z9"16.0" 8.S' I1.1" 9.7" 5.6" 9.6" 4.S' 4.1" 7.2" 3.9" 6.4" 3.3" ,7,; gig -120=16:0"12:0"1&0".1"".-9.8'�-9:7"••5:4"•..9.0".-4:4•,.'Y•oq.7s3•�.%////�6:1" !�1�; =i;i _-._-..�-__ --_--.-.120-35:2 10:5'15:2"-7:3"-�8:5"-•8,4".--4:7"--7:9=-3:9'-.3.4"-�6.3" -3,3:-.5.3"- a�e'r- 1/4'MILLENIUM MILLFAST 33 16,0"16_0'.'16.0"16.0"16_0"16,0"I6.0"16.0"1Z7"16.0"16.0"16.0"I6.0" 9.4" 16.0" 1/4"EA MALE BOLT,2-1/2- 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0'16.0"16.0"16.0"16.0"I6.0"A-16.0" WITH 1-3/4'EMBED AND 1' 48 16.0"16.0"16.0"15.8"16.0"16.0"16.0"16.0" 8.5" I .. 14.4"10.11""14.4- 6.2" 8.4" EMBED AND 2.5'MIN. 48 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"14.4"16.0" c��� � 4 .� EDGE DISTANCE(3275psi 62 16.0"36.0"16.0'12.2"16.0"14.9"I0.T'14.9" 6.4" 8.9" 11.2" 7.0" 11.2" 4.7" 5.3" EDGE DISTANCE(2900 PSI 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"14.9"I6.0"10.9"11.4" MIN CONCRETE) 76. 16.0"16.0"16.0" 9.9" 16.0"12.1" 7.9" 12.1" 5.1"1_t6 .1" 5.3" 9.1" CONC) 76 16.0"16.0"16,0"16.0"16.0"16.0"16.0"16.0"12.0"33.1"16.0"11.4"16.0" 8.8" 8.4" 8g 5 ' w 90 16.0"15.4"16.0" 8.1" 14.6"10.3" 6:2" 10.3" 4.3" .T' 4.3" 7.2" /.!': * 90 I6,0"I6.0"16_0"16.0"16.0"16.0"13.3"16.0"iD_0"10.0"I6.0" 9,2" 15.4" 7.4" 6_6" g 0 ilddd p k IDS 15.8"11.8"IS.& 6.9" 10.1" 8.8" 5.1" 8.8" i i. .6" 5.8" i'-;>'•'`"!' IDS 16.0"ISE I6,0"16.0"16,0"16.0"10.8"16.0" 8.5" B.0" 14.1" 7.6" 12.4" 6.3" 5.4" f at'c 120 13.8" 9.5" 13.8" 5.9" 7.0' 7.7" 4.3" 7.2" v ' .8" i r�•' Rr:Ov 120 16.0"I6.0"16.0"13.8"16.0"16.0"9.2" 15.4" 7.4" 6.6" 12.3" 6.5" 30.4" 5.4" 4,6"ax12 SMS W/2°EYEWALL 33 160 160 16.0 160 160 16.0'16.0"16,0"1Z9" 0"16.0"16_0" 9_6" 16.0' 1/4'EA MALE BOLT,1-7/8' 33 I6.0"16.0"16.0"16.0"I6.0'16.0"16.0"16.0"13.5"16.0"16.0"16.0"16.0"10.0"16.0"ARMOR INSERT W/2'Ep18® 46 16.0"36.0"16.0"16.0"16.0"16.0'16.0'16.0" 8.7" .0"13,1"16,0" 6.4" L0.8" EMBED AND 2.5'MIN. 48 36.0"I6.0"16.0"I6.0"16.0"16.0"16.0"16.0"9.1" 16.0"16.0"14.9"16.0" 6.7" 1Z3"AND 2'EDGE DISTANCE62 16.0"16.0"16.0"12.4"16.0"16.0"13,8"16,0 6.6" .4" 9.0" 14.4" 4.8" 6.9" EDGE DISTANCE(2900 PSI 62 16.0"16.0"16.0"13.0"16.0'16.0"15.6"16.0" 6.9" 13.1"15.0"10.2"15.0" 5.1" 7.8" CWfKKi1TFRRNlL83aWWPE (2000ps1 MIN CONC) 76 16.0"16.0"360'10.0'16.0"15.6"10.1"15.6" 5.3" 11.7" 6,8" 11.7" 3.9" 5.1" CONC) 76 16.0"16.0"16.0"10.5"16.0"16.0"11.5"16.0" 5.6" 9.0" 13.3" 7.8" 13.3"4.1' 5,8"9D 16.0"16.0"I6.0" 8.3" 16.0"13.2" 8.0' 13.2" 4.4" 9.9" 5.5" 9.3" 3.3" 4.0" 90 16A"16.0 16.0" 8.7" 16.0"15.0" 9.1" 15.0"4x 6.9" 11.3" 6.3" 10.5" 3.5" 4.5' 20-26144 q� IDS 16.0"15.2"16.0' 7.0" 13.1"11,3" 6.5" 11.3" 3.8" 4.8 8.5" 4.6`1 7.5" re';>. 3.3" I CPnoNAL 105 16w"16.0"16.0" 7.4" 14.9"12.9" 7.4" 12.9"4.0" 5,5" 9.7" 5.2" 8.5"--v, 3.7 SCAM - - 6 120 16,0"1Z3"16.0" 6.1" 10.0" 9.9" 5.5" 9.3" 3.3" 4.0" 7.4" 3.9" 6.2" %/>%' �-9w 120 16.0"14.0"16.0" 6.4" 11.4"11.3" 6.3" 10.5" 3.5" 4.5" 8.5" 4.5" 7.1"/-; 3.1" PACE DESCMMM: 012 SMS W/2.75'EYEWALL 33 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"13.6"16.0' 1/4'EA MALE BOLT,2-1/2- 33 16.0"16.0"16.0"16.0"16.0"16.0 16.0 16.0"116.0"16.0"16.0"16.0"16.0"12.6"16.0" ARMOR INSERT W/2.5' 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.4"16.0"16.0"16,0"16.0" 9.0" 13.9 EMBED AND 1.25'MIN. 48 16.0 16.0 16.0 IG.O"16.0"16.0"16.0"16.01 I1.S'I6.0 L6.1. - _-- �-____ EMBED AND 2°EDGE 62 16.0"16.0"16.0"16.0"16.0"I6.0"16.0"16.0" 9.3 14.8"16.0"11.5'16.0" 6.9" 8.9" EDGE DISTANCE(2900 PSI 62 16.0"16.0"L6,0"16.0'16.0"16.0"16.0"16.0"8.7" 16.0"16.0"17.6" 12.3" 6.5" 11.4" �® DISTANCE(2000psi MIN 76 16.0"16.0"16.0'14.3"16.0"16.0'13.0'16.0" 7.5" 10.2"I5.1" 6.8" 55.1" S.5" 6.5" CONC) 7G 16.0"16.0"I6.0"13.2"16.0"16.0"iG.O"16.0"'7.0" 13.0"16.0" 5.2" 0.3` CONC) p q gp 16.0"16 '.16,0"11.8"16.0"16.0'10.3"16,0" 6.3" 7.8" 12,7" 7.1" 11.9" 4.6" 5.1" +��-- 90 16.0"16.0"I6.0"11.0 16.0"15-0'13.2"16.0"I 5.9" 9,9" I6.0" 4.4" 6.6" O q �Y 305 ]6.0"16.0"16.0'30.0"16.0"14.5' 8.4' 14.5" 5.3" 6.2" 10.9' S.9" 9.6" 3.9" q.2" Cpnp'uy 105 16.0"16.0"16.0" 9.3" 16.0"16-0"10.8"16.0' S.0" 7,9" 14,0" 3.7" 5.4'120 16.0"15.8"16.0' 8.6" 12.8"12T' 7.1' 11.9 4.6" 5.1" 9.5' S.0" &0" 3.4" 3.5' "+gym. 120 16.0"16.0"16.0" 8.1" 16.0'16.0" 9-L" 15.3 4.4 6.6 12.2" 3.3" 4.5" FRANK BENNaRDO PE PES 001654�,,9;;CI'A'.4H85 f#%t"��-"VA ANCHOR SCHEDULES (CONTINUED): EDGE DISTANCES AS NOTED EDGE DISTANCES AS NOTED aar �'•s Spans Up To 5'-O" Spans Up To 9'-0" Spans Up To 12'-0" ri -� Spans Up To 5'-0" - Spans Up To W-0"' ins UP To 12 ��"" CONN TYPE CONN TYPE CONN TYPE N O LOAD CONN TYPE CONN TYPE' CONN TYPE gg - ANCHOR (psf} Ogg ANCHOR (�� Cl' C2 C3 C4 CS CS C2 C3 C4 CS CI C2 C3 C4 CS R GN x .1 C1 C2 C3 C4 CS Cl C2 C3 C4' CS Cl C2 C3 C4 CS x iiL p 1/4"IT1Y S.S TAPCON WITH 33' 16:0"16.0"16.0"13.6"16.0"10.3'"10.3"10.3" 6.4" 10.3"`7.8"- 7.3" 7.6"' 4.7" 7,8" 1/4"ITW S.S.TAPCON 33 13.6"13.6"13.6" 6.1"' 13.6" 7.6" 70 7.6" 3.4" 7.6" S.T' 5.4" 5.7" %i, 5.7" 1-1/4'MIN.EMBED AND q8 12.8"12.8"1ZH" H.0" '9 8" 7.1" 6.2" 7.1" 4.3" 6.0" 5.3" 3.8•' S.3" 3.1" 3.1" WITH 1-1/q'MIN.EMBED 4H 9.4" 9.4" 9.4 4.2" 9.4" 5.2" 4.5" S. %r 4.4" 3.9" %iJ 3.9" 2-1/2°MIN.EDGE DISTANCE , >/- .• AND 1"MIN.AGE 62 7.2" 7.2" 7.2" 3.2 7.2" 4.0" ,Y' 4.0 :if/,.: 3.1'"%f 3.d• Y/'•r'Jj� ! t 62 9.9" 9.9" 9.9" 6.2" 9.5' 5.5' 3.9" 5.5" 3,Y' 3.3" 4.1" /! 4.1" J%r` .r/ ( O N 76 8.1" 8.0" 8.1" 5.0" 8.1" 4.7' r 4.5' <' r 3.4" %%/,' 3.4" :r:%''.% DISTANCE 76 5.9" 5.9" 5.9" %rir 5.9" 3.3" ;'r/ 3.3" i:7 I i Gi. /ri: ,/%•!•"f..5i ll� $�_ .90 6.8" 5.7• 60' 4.1'" 5.4" 3.H' ,FJ 3 B �f.//a'// // /J.f!. ' !i%, fir_ 90 5.0" 4.2" 5.0" /F 4.0" -.ut/f: -aim 3 105 5.9" 4.4" 5.9' 3.4" 3.7" 3.3" Ji- 3 2 !l! it% r. i�% rri i�-'`""","""""" 105 4.3 3.2" 4.3" _ % f i•�%i !%' f£�iLtT°�'- �>QVQ 120 5.1" 3.5" 5.1 r 41 'Yl. / yr 120 3.T iri/ 3.7" /<✓% 4:�f•///i J /•r 7/�.ice!.',. L:1 ,'Oa W z 3/4"DEWAL�ULTRACON 33 16.0"16.0.16.d'10.5"16.0"11,3"11.3 11.3 5.9 11.3 8.5 8.0 B.T' 4.3 6.5 1/1 DEWALT ULTRACON 33 16.0"15.0-10.d'11.4 16.0"11.3"11.3"11.3" 6.3" 11.3" B.S' 0.0 B.S''-J.%f B.S. 1 'a�pm WITH 1-1 4 MIN.EMBED 48 14.0"14,0•'14.0" 7X 14.0" ZS' 6.7" 7.8" 3.9" 6.6" S.B" 4.1" 5.8" i'4 ,.+ WITH 1-1/4'MIN,EMBED 48 14.0"14.0"14.0" 7.8" 14.0" 7.B" 6.T' 78• rl r.'%6.6" 70; t AND 2-1/2•MIN.EDGE 62 10.8"30.8"10.8" 5.6" 10.8" 6.0" 4.3•' 6.0 :%! 4.5" .'�i 4.5" r Fi ii:"' AND 1"MIN.EDGE 62 30.8-10.8"30.8" 6.1" 10.8• 6.0" �!!! 6 0 /J/ DISTANCE 76 8.8" 8.8" 8.8" 4.5' 8.8" 4.9" ,r: 4.9" /J/ / /' /rrr // DISTANCE 76 a. as B,B" 0.8" ,>%/ B.B" // //r/ !✓ r/r /i /r r ; �5t�7 90 7.5" 6.2" 7.5' 5.9" 4.1" �`�' 4.1" l/:Jr 90 Z5" 6.2" 7.5" p W Pz 105 6.4 4.8• 64"%�J 4.1" ' Fi/•'r i /r%r`!lioi////.l. i'i "/r r //i 105 6.4 . O ' r / r/ri rr , ! ,,.: `f k 120 - %:/. ,-/.:/irk„�7 ,,/�l.qi ,//F. /i/• ,J„ .'/ .l. 120 5.6" 3.9" S.6'•�„ !; f! ., ix .ni /,' `3 b 1/4-DEWALT PANEIMATE 33 16.0"16.0"16.d'14.9 16.0116.0"16.0 16.01, &3" 16.0"'12.7'1Z0"1Z7' 6.1 1ZT' rp 1/4•DEWALT PANELMATE 33 16A"16.0"I6,0"15.6 16.0"16-dW 16.0"16.0" 8.7" 16.0"13.2"1Z5']3.2" 6.4" 13.2" (FE77ALE,MALE,OR PLUS) 48 36,0"IB.0"16.d'10.2"I6.0"11.7"10.1"11.T' S,S` 9.9" S.W' 6.2" 8_8" 4.0" 5,r* (MALE OR PLUS)W/1-1/4" 48 16.0 36.0 16-W 20,8"16,0"1Z 1"10.5"1Z3" 5,B" 10,3" 9,1" W/1-I/4'MIN EMBED AND 62 16.0"16.0"irw- 7.9" 16.0" 9.0 6.5" 9.0 4.1" 5.4" 6.8" 4.2" 6.B"r/%�./ MIN EMBED AND 2'MIN. 62 I6,0"Sfi.O"36.d' H.3" 16.0" 9.4" 6.T' 9.4" 4.4" 5:6" 7.0" 4.4" 7.0"''7-/!l:r// 3'MIN.EDGE DISTANCE 76 13.3"V�6 3.3" 6.4" 13.3" 7.4" 4.8" 7.4" !!//,i S.5" •',r S5" '!/r! u EDGE DISTANCE 76 13.8"13.6"13.8" 6.7" 13.8'.' 7.7" S.W. 7 T Y J/.J1lJ S 7' r/! 5 7 !r /': m 90 11.2" 1,2" 5.3" 8.9" 6.2" „ 6 2 l% // 4 7' ! 4 4" /t ll s 90 11.6" 9.7" 11.6" 5.5" 9.2" 6 5 r r,G 6 5 ri/,;1 r 4, l�C 305 9.6" 9.6" 4.4" 6.2 S3" :':r S 3 i/!r/ 4 0' / r%!% ,/i .3 * 105 10,0" 7.4" 10.d' 4.7" 6.4" 5 5 r !/< 5 S ! r1 4 2 r! /ii, g 120 8.4". 8.4" 4.7" 4.7" %fir/., 4.4 ;4/l. rm ./,ii'Fi'l•rii/...G! O120 8,T' 6.0" S.T' 4.d' 4.9• 48 4S1(4'ITW TAPCON SG W( 33 16.0" 6.0"I6.0"I6.0"16.0"16.0"16.0"11.3"16.0"16.0"16.0"16.d' 8.4" 16.0" O 1/4"ITW TAPCON SG W( 33 16.0°16.0"16.0"12.2"S6.OY 16,0'16.0"16.0" 6,8" 16.0'16.0"16.0'16.0" 5.1' 16.0"1-1/4'MIN EMBED AND q8 16.0" 6.d'13.9"36,0"16.0"16.0"16,0" 7.6" 16,0"I6.0"11.4"16.0" S.5" 9.4" x 1-1/4"NIN EMBED AND 4H I6.0.16.0"16.d' 8.4" I6.0"16.d'16.0"16.0" 4.6" 16.0"36.0"11.4"16.0" 3.4" 9.4"2-1 'MIN.EDGE DISTANCE 1-1/4 MIN.EDGE DISTANCE 62 i6.d'16.0"16.d' 6.S' 16.0°16.d'120"16.0" 3.5" 30.0"1Z5" 7.8" 12.5"!iY 6.0" U/2 62 1fi.0" 16.d'10.8"16.0"16.0"1Zd'16,0" S.T' 30.0"12.5" 7.8" 1ZS' 4.2" 6.0" 'Arn§76 16.0" 16.d' 8.T" I6.0"13.6" B,8" 13.6" 4.6" 6.9" 10.2" 6.0" 10.2" 3.4" 4.4" 76 16.0"16.0"16.0" 5.3" 16,0 13.6" B.8" 13.6"r.. 6.9" 10.2" 6.0" 10.2"///..r%, 4.q" c n90 16.0.16,0"16.0" 4.4" 16.0"1L5' 7.0" 1L5"!% 5.3" 0.6"- 4.8" 8,1"4Y 3.5" 090 16.0" . 16.d'F7.3" 16.0"11.5" 7.0" 11.5" 3.9 5.3" B.6" 4.8" 8.1 -%/ "r '!!•' * I"" M305 16.0"13:2"16.0" 3.7" 11.4" 9.9" 5.7" 9.0" 7%fi, 4,2 7.4 . 6u * 105 16.0":13.2"16.0" 13.4" 9.9" 5.7 9.8 3.3" 4.2 7.4" 4.0" fi.5" '/, r m120 35:5°10.7"15:5' &T' 8.6" 4.8" 8.1" /r 3.5" 6,S 3,q" 5.4" �/!;i 120 IS.5"30.7"1SS' 3.3" 8.7' 8.6" 4.8" 8.1" "J%3:5" 6.5' 3.4" 5.4" 4" 5 T' 13.4"10. 1" 9.5" 10.1" 4,2" 10.1" 1/4-20 ALL POINTSSOLID- 33 36.0"16.0"16,0 16.0 16.0"16:0"36,0" 9.5" 16.0"16:0;16.0"16.0" ZO" 36.0" 1/4-20 ALL POINTS SOLID- 3316A"16.0"16.0^10.3"16.0"13.4"13.4"13. rSET WITH 7/8'MIN EMBED 48 16.0"16.0"16 ow- 16.0 15.9 13.8"15.9" 6.4" 13.V 11.9" 8.4" 11.9" 4.6" 6.9" SET WITH 7/8"MIN EMBED 48 16.0"16.0"1CO" 7.1 16.0" 9.2' 8,0" 9.2" 3.8" 7,9" 6.9" 4.0"AND 2°MIN.EDGE 62 16.0"16.D"16.0" 16.d'12.3" H.8 12,3" 4.8" 7.4". 9.2i S.W 9.2' 3.5" 4.4" AND 1-1/4'M[N,EFLODGE 6212.9 1Z9"1ZY' 5.5" 7.2" 5.1" 7.2 %' 43" 6_4" 3.4" 5.4"z DISTANCE ,i 3.3" "76 I6.0"16.0"16.d' 16.0"10.0"6.S' 30.0" 3.9" 5.1'S 7.5" 4.4" 7.5" DISTANCE 76 30.5"10.4"IO.S' 4.4" 10.5 S.8" 3.8" 5.8 ' 3.0" 4.4" 4.4y�I 39D 15.3'12.8"SS3" 111 8.5 5.1" 6.5' 3.2" 3.9"' 6.4", 3.6" 5.9" %%'r/ 90 8.9 J.48.9" 3.7" 7.d 4.9" 3.0" 4.9 l.Y :r:: 3.T' 3.5"305 13.1" 9.T' 13,1" 8.4" 7.3" 4.T' 7.3" ;//i 3.1" S.SB'%i' 4.8 if�Y•%., * 105 Z6" 5.7" 7.6" 3,1" 4.9" 4.2° v ! 4.2" 3.2" dy o 120 11.6" 7,9" 1L5' 4.4" 6.4" 6,4" 3,6" 5.9"'%r!f 4.B ! 4.0" %' "r 120 6.7' 4.6" 6.7" : 3,7" 3.7'. % 3.5' %li+,'e`ii5j,r„J•if r rn a 1/4•MILLENIUN MIlLFAST 33 16.0"16.0"ifi.d' 8,5" 36.0"10.9"10.9"10.9" 4.7" 10.9" 8.1" 7.T' e.l" 3.5' 8.1 1/4'EA MALE BOLT,1-1/4" 33_16.0"16.0"16:0"16.0"16.0"16.0'•16.0"16.0°12,B'16.0"16.0"16,0"16.0" 9.3" 16.0' 1l_�• ANCHOR W/1-1/4"EMBED 48 13.4"13.4"13.4: 5.B" 13.4" 7.5' 6.5" 7.5" %Y: '6.3" 5.6" :%.'r; 5.6" ',: r%l: EMBED AND 1.25"EDGE 48 16.0"16.0"16.0"15.V'16.0"16.0"16.0"16.0"8.5" 16.d'15.2"10.T'15.2" 6.2 8.8" AND Y EDGE DISTANCE 62 10.4"10.4"10.4" 4,5' 10,4" 5.8" 4.1"-5.8 '%%i/.r 4.3" 'i: 4.3" 'f;i ' DISTANCE 62 16.0 16.0 16.0"12.1 16.0"15.6 11.2"15,6"6.A" 9.4" 11.7" 7.3" 11.T4.7" 5.6" / !",,/;•'rr'r 76 16,0•'I6.0 16.0"9.8 16.0 12.8 8.3" 12.8"5.1" 6,S" 9.6" 5.6" 9.6" 78 8.5" 8.4" 8.5" 8.5' 4.7"r 4.7" ,/' • ,• r,. ,r 8 90 7.2" 6.0" 7.2"r 5.7" 4.0" r/.ii 4.0" /!/ ,S'ir./, f'!ir'l i/ * 90 16.0"16.0"16.0"8.1" 15.4"10.8" 6,5' 10.8"4.3" 4.9" B.1" 6 305 6.1" 4.6" 6:1" li J%/filr'.: !r'1r .'f,!!'%!9,•!1/%.;% '.'/.!5 4i/ I mnor+a. 105 16.0"12.4"16.0 6.8 10.7 9.2 5.3" 9.2" 120 5,4" !" 5.4" J%F % fF% /`n i.;i/,r•••,r ..>-ri f5"'rii•: ='/,'r rTnuE w' 120 14.6"10.0"14.6"5.9" 8.2" B.1" 4.5" 7.6" 1/4-MILLENIUM MILLPAST 33 16.0"16.0"16.0"12.8"16.0"12.0"iZ0"12.0" 7.1 lZ0" 9.0" H.5" 9.0" S.21, 9.0 a a z B ANCHOR W/1-1/4'EMBED 48 14.8"14.8"14.8" 8,8 14:8" 6.2" 7.1" B.Y' 4.7" 7 0r b 2" 4 3 6 2" .J /r pp AND'FIy2"ED-E-DISTANCE' 62 11.5"11.5"11.5' 6.6"•13.5" 6.4" 4.6" 14"'%,iY rfr 4.8" 4 H -.�.�..�'••���__.�..._._.___ -�--- .--•--.----.---. _ _ _ � st22; 76 9.3" 9.3" 9.3" 5,5' 9.3 5.2" '%ri:. 5.2" " 90 7.9" 6.6" 7.9" 4.5' 6.2" 4.4" 'r%SOS 8.8" 5.0 6.8" 4.3" ri 126 5.9" 4.1•' S.9" !'r /,m/m,/ #12 SMS W/2-EYEWALL 33 I6A"I6.0"i6;d'15.5"16A"'16.0"1b,0"16.0" 8_6•' 1&0"14.0"13.2 14.0" 6,4" 14.01' ARMOR INSERT W/1.1/4' 48 ifi.0"I6.0'16.0"IO.T'1&O'1Z8"11.3"12.8" 5.8" 10.9" 9.6•' 6.8" 9.6" 4.2" 5.6 s u �E •EMBED WITH 2"EDGE 62 16.0"16.0"16.0" 8.3" 16.0" 9.9" 7.1" 9.9" 4,3" 5.9" 7.4 4.6" 7.4" 3.2' 3.6" ffiffiffi D15TAN� ;. o 76 14.5"14.4"14.5' 6,7" 14,5" 8.1" 5.2" 8,1" 3.S' 4.1" 6.3 3.5" NIAR _ u - 90 12.3"10.3`123" 5.5' 9.T' 6.8" 4.1" 6,8" 3.1 5.1"!// 4.8 .%'ii E g �p ' 105 10.5" 7.8'" 10.5' 4.6" 6.T' 5.S' 3.4" 5,0" F,i r'„/ 4.4 %r? 3.9"✓ff•✓•�: COPIWOfBBWKLB9l14WP1:- 120 9.2' 6,3" 9.2 4,d' S.2" 5.11 r' ;; 4.5 i 3.8" Fi9 3.2 r"' �.' 20-2f 1a+Q. . C _ PAGE 094RM3MM H Y® FRANK SEN14ARDO.PE PEJ 0046549 CA19085 E.. EDGE DISTANCES AS NOTED 314'MIN EDGE DISTANCE ,,.[•��•,.,` `j Spans Up To S-0" Spans Up To 9'-0" Spans Up To 12'-0" G " (� Cl Spans C7 C4 CS Cl Spans s Up C3 0 9C4 CS Cl Sp.- LC3 C4 CSl!-lv--;)l LOAD CONN TYPE CONN TYPE CONN TYPE I��nn[ CONN E CONNTYPE CONN E O ANCHOR 48 16.0"16.0"16.0"13.1"1G0"16.0"16.G"SGO" 7.1" 16,0"15.8"11.1"IS.B" 5.2" 9.2" BOLT WITH 1.5"MIN THREAD q8 16.0"16,0"16.0'11.0"16.0"16.0"16.0"16.0" 6,0" 16.0"16.0"12.Y'16.0" 44" 101" ,�(pc� Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS ANCHOR s#12 SMS W/2'EYEWALL 33 I6.0 IG0 16.0 16.0 1G0 16,0 16.0 36.0 10.6 16.0 I6.G IGO 16.0 7.8 16.0 3 4 LAG SCREW OR HANGER 33 16.0 16.0"16.0"15.9"16.0"16.0 16.0 16.0" 8.9 160 I6.0"1G0 16.0" 6.6 16.0" ARMOR INSERT W/2'EMBED AND 2"EDGE DISTANCE 62 16.0"16.0"16.0"10,1"1G0"16.0"11.7'16.0" 5,4" 9.8' 12.2" 7.6" 12.2" 4.0" 5.9" PENETRATION 62 16.0"16,0"16,0" 8.5" 16.0"16.0"12.8"16,0" 4,6" 10.7"13.4" 8.4"IRtL 3.4" 6.4" _ Q 76 16.0"IGO"16.0" 8.2" I6.0"13.3" B.&' 13,3" 4.3" 6.7' 30.0" 5.8" 10.0" 3.2" 4.3" Rom,,,,,..,.".,.>„ 76 16.0"16.0"16.0" 6.9" 16.0"14.6" 9.4" 14.6" 3.7" 7.4" 1D.9" 6,4" 10.9 2.7 4,7" d-.3'+ p 90 16,0"16.0"16.0" 6.8" 16,0"11.2" 6.8" 11.2" 3.6" 5,1" 8.4" 4,7" 7.9" /j.. 3.4" .90 16.0"16.0"16.0" 5.7" 16.0"12.3" 7.5" 12.3" 3.1" 5.6" 9.2" 5.2" 8.6" 2.3' 3.7 r (f!f 105 16.0"12.9"16.0" 5.8" 1L1" 9.6" 5.6" 9.6" 3.1" 4.3" 7.2" 3.9" 6.3" IDS 16.0"14.1"16.0" 4.9" 12.2"1D.&' 6.1" 10.5" 2.& 4.9' 7.9" 4.3" 7.0" 2.0" 3.0" ( r . $u 120 15.1"10.4"15.1" 5.0" 8.5' 8.4" 4.T 7.9" 3.4" 6.3" 3,3" 5.3" %/i i * 120 16.0"11.S"16.D" 4.2" 9.3" 9.2" 5.2" 8.6" 2.3" 3.7" 6.9" 3.7" 5.8" /%/.ii V -,11Jf�fql uj 5/16"ITW TAPCON IQ W/ 33 16.0"1G0"16.0"16.0"1G0"16.0"16.0"16,0"16.0"16.0"16.0"16.0"16.0"16.0"1G0" #14 WOOD SCREW OR SMS 33 16.0 16.0"16.0"15.1"36.0"16.0'16.0 16.0 8.4 16.0'16.0"SG0'16.0" 6.2" 16,0" (j]2-1/4-MIN.EMBED AND 4' q8 16.0"16.0"16.0"iGO-1G0'16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5'16.0' WITH I.5"MIN.THREAD 48 36.0°16.0"16.0"10.4"16.0"16.0'14.0"16.0" 5,6" 33.8"12.2" &6" 12.2" 4.1" 7.3" O `_ EDGE DISTANCE PENETRATION ,p LL W U u 62 16.0"16.0"16.0"16.0"16.0'16.0"16.0"16.0"13,9"16.0"16.0"15.2"16.0"10.2"IL7' 62 16.0"16.0"16.0" BAY' 16.0"12.6" 9.0" 126" 4.3" 7,5" 9.4" 5.9" 9.4" 3.1" 4.5" '-+ >Q-1. 76 16.0"iG0"16.0"16,0"1G0'16.0"16.0"SG0'11.2"13.4"16.0"1L6"16.0" 8.2" 8.6" 76 16.0"16.0"16.0" 6.S I6.0"10.2" 6.6' 10.2" 3.4" 5.2" 7.7' 4.S' 7.7" 2.5" 3.3" LJ 90 16.0"16.0"16.0"16.0"1&0'16.0"13.5'16,0" 9,3" SO.T'16.0" 9.3" 15.7" 6.9" 6.8" w 90 15.6"13.0"15.6" 5.4" 12.3" 8.7" 5.2" 8.7" 2.9" 4.0' 6.5" 3.6" 6.1" 2.1" 2.6" '7{�'( at.p0] 105 16.0"16.0"16.0"14.9"1G0'16.0"li.l"16.0" 7,9" 8.1" 14.4" 7.7 12.6" 5.9" 5.5' n 4 105 13.3" 9.9" 13.3" 4.6" 8,6" 7.4" 4.3" 7.4" 2,4" 3.1" 5.6" 3,0" 4.9" �/i 2.3" tlS 'O99 6w �, 120 16.0"16.0"16.0"12.9"SG0"16,0" 9.3" 15.7" 6.9" 6.8" 12b" 6.6" 1G.5' S. 4.T v 120 11,7" 8.0" 31.T' 3.9" 6.5' 6.5" 3.6" 6.1" 2.1" 2.6" 4.9" 2.6" 4.1"%;�:'4.z �{O W�a n S 5/16'DtlYA1T ULTRACON 33 16.0"1G0"16.0"16.0"IGO"3G0"16.0"I&011 1I 16.0"16.0"16.0"16.0" 9.7" 1G0" � 1/4'DEWALT PANELMATE 33 56.0"16.0"16,0"12.6"16.0"16.0"16.0"16.0" 7.0" 16.0"16.0"16,0'16.0" 5.2" 16.0' N� w 4. m W/2-1/4'MIN.EMBED 48 I6.0"16.0"16.0"16,0"1G0'16.0"13.9"16.0" 8.8" 13.7"12.1" 8.5" 12.1" 6.3" 7.0" `� BI w o (FEMALE,MALE,OR PLUS)W 48 16.0"16.0"1G0" 8.6" 16,0"15.T 13.6"15.7" 4.7" 13.4 11,8 8.7' 11.8" 3.5" 6.9" p W 62 10.0'1G0"16.0"12.7"SG 0"12.5' 8.9" 12 S' 6.6" 7.5" 9.4" 5.8" 9.4" `%�;=' 0 1.7/8"MIN EMBED 62 16.0"16.0"16.0" 6.7" I6.0"1Z2" 8.7" 12.2" 3.6" 7.3" 9.1" S.7' 9.1" 2.6" 4,4" Lug?U ,p p 78 16.0"16.0'16.0"10.2'IGO"10.2" 6.6" 10.2" 5.2" 5.1" 7.6" ''�i' 7.6" i/�' > 76 16.0"16.0"16.0" SA" I6.0" 9.9" 6.4" 9.9" 2.9" 5.0" 7.5' 4.4" 7.5" 2.1" 3.2" 1 ~ x 90 15.5"119"15.5" 8.4" 12.Y' 8.6" 5.2" 8.6" i /` 6.4" 6.0" RGGG O 90 15.1"12.6 35.1 4.S' 12.0" 8.4" 5.1" 8.4" 2.4" 3.8" 6.3" 3.5" 5.9" /� 2.5" 0 105 13_3" 9.9" 13.3" 7.0" 8_5' 7.4" f: 7.4" > �'J.S.S' /`.;'/�"/%r * l 105 13.0" 9.5" 13.0" 3.8" 8.3" 7.2° 4.2" 7.2" 2.1" 3.1" 5.4" 2.9" 4.7" ;i', 2.1" e+ 120 11.6" 8.0" I1.6" 6.S" 6.5" 6.4" 6.0" ` '.i ii,%„%i 120 11.3" 7.8" 11.3" 3.3" 6.4" 6.3' 3.5" 5.9" 2.5" 4.T 2.5" 4.0" 8 1/4"DEWAIT ULTRACON,2 33 16,0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.5"16.D"16.0"16.0"I6.0" 9.3" 16.0" 1/4'EA MALE BOLT,1-1/2" 33 16.0"16.0"56,0"16.0"16.0"16.0"16.0"16.0"8.9" 16.0"16.0"16.0"16.0" 6.6" 16.0" m 5 p 114"EMBED AND 2.5°MIN. 48 16.0"16.0"I6.0"15.5'16.0"16,D"16.0"16.0"8.4" 16.0"16.0"12.0"16.0" 6,2" 9.9" EMBED' 48 16.0"16.0"16.0"11.0"16.0"16.0"16.0"16.0" 6,0" 16.0"16.0"15.Y'16.0"4.4" 12.6" ryy EDGE DISTANCE 62 16.0"IBM"16.0"12.0"16.0"16.0"12.6"16,0" 6.4" 10.6"13.2"8.3 13.2" 4.7" 6.3" 62 16.0"16.0"I6.0" 8.5" 16.0"16,0"16.0"16.0"4.6" 13.4"16.0 10.4"16.0" 3.4" 8.0" � 5 76 16.0"16.0"16.0"9.7"56.0"14.4" 9.3" 14,4" 5.1" 7.3" 30.8" 6.3" 10.8" 3.8" 4.7' * 76 16.0"16.0"IL.0 6.9" 16.0"16.0"11.8"16.0"3.7" 9.2" 13.6" 8.0" 13.G" 2.8" 5.9" E 90 16.0.'I6.0"16.0"8.1"16.0"12.1" 7.4" 12.1"4.3" 5,5" 9.1" 5.1" 8.5":" r3.7" w oPTICIAL 90 16.0"16.0"16.0" 5.8" 16.0"15.3".9.3" 15.3"3.1" 7.0 11.5" 6.4"110.8" 2.3" 4.6" 9 N 105 16.0"14.0"16.0" 6.8"12.0"30.4" 6.0" 10.4" 3.6" 4.4" 7,8" 4.2" 6.9" '////i IEM4E c�+� 105 16.0"16.0"16.0"4.9" 15.2"13.2" 7,6" 13.1"2.7". 5.6" 9.9" 5.3" 8.7" 2.0" 3.8" € 120 16,0"11.3"16.0" 5.9" 9.2" 9.1" 5.1" 8.5"' 3.7" 6.8" 3.6" 5.7" 120 16.0"14.3"16.0"4.3" 11.6"11.5" 6.4" 10.8"2.3" 4.6" 8.6" 4.5"1 7.3" / 3,2" m O m .€ 1/4"EA MALE BOLT,2-1/4" 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.6"I6.0"16.0"16.0"16.0"10.1"16.0" 1/4'Ep MALE BOLT,2', 33 16.0"16.0"16.0"S6.D"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0'16.0"12.5"16.0'• �.s a -r� 2F EMBED AND 1.25"MIN. 48 16.0"16.0"16.0"16.0'16.0"16.0"16.0"16.0" 9.1" 16.0"16.0"12.7'16.0" 6.7" 10.5" ¢ EMBED 48. 16.0"16.0"I6.0"16.0"16.0"16,0"16.0"16.0"11.4"16:0"16.0"16.0'•16.0"8.4" 16.0" c EDGE DISTANCE 62 16.0"16.0"I6.0"13.0"16.0"16.0"13.4"16.0" 6.9" 11.2"14.0" 8.7" 14.0" 5.1" B.7' 62 16.0"16.0"16.0"16.0"16.0"16.0"16.01 16.0'8.7" 16.0"16.0"14.7'16.0" 6.4'• 11.3" �m" 76 16.0"16.0"16,0"10.5"16.0'15.2" 9.8" 15.2" 5.5" 7.7" 11.4" 6.7' 11.4" 4.1" 4.9" * 76 16.0"16.0"16.0"13.1"I6.0"16.0"16.0"16.0" 7.0" 12.9"16.0"ll.Z'16.0" 5.2" 8.3" m Y< * 90 16.0"16.0"16.0" &T' 16.0"12.9" 7.8" 12.9"4.6 5.9" 9,6" 5,4" 9.0" %/, 3.9" o"rlaal 90 16.0"16.0"16,0"10,9"16.0"16.0"13,1"16.0"5.9" 9.9 16,0" 9.0" I5.1"4.3" 6.5" OPnONAI 105 16.0"14.8"16.0" 7.4"12.7"11.0" 6.4" 11.0"3.9" 4.7" 8 3 4.5" 7.3 1%.:l-./ 061 105 16.0"16.0"16.0"9,3" 16.0"16.0"10.7"16.0"5.0" 7.9" 13.9" 7.5" 12.2" 3.7" 5.3 J.5 o rt we�'P 120 16.0"12.0"I6.0" 6.4" 9.7" 9.6" 5.4" 9.0"L%/. 3.9 7.2 3.8" 6.1" iii/f,%i o g 120 16.0"16.0"16.0"8.0" 16.D"16.0"9.0" 15.1"4.3" 6.5" 12.1" 6.4" 10.2" 3.2" 4.5" L14"EA MALE BOLT,2-1/2" 33 16.0"36.0"16.0"16.0"16.0"16.0"16.0"16.0"14.9"36.0"16.0"16.0"16.0"11.0"16.0" 3 v � EMBED AND 1.25'MIN. q8 I6.0"16.0"16.0 16.0"16.0"16.0"16.0"16.0"30.0"16.0"16.0"12.7'16.0" 7.3" 10.5" m EDC,T_DISTANCE 62 16.0"16.0"16.0 14,3"16.0"16.0"13.4"16.0" 7,5" 11.2"14.0"8.7" 1q.0" 5.5" 6.Y O .a d 3/4"MIN EDGE DISTANCE 76 16,0"16.0"16.0"11.6'16.0"15.2" 9.8" 15.2" 6.0" 7.7" 11.4" 6.T 11.4" 4.S" 4.9" * G Spans Up To 5'-0" Spans Up To 9'-0' Spans Up To 12'-0" F 90 16.0"16.0"16.0 9.6 16.0"12.9" 7.8" 12.9" 5.1" 5.9" 9.6" 5.4" 9.0" 3.7" 3.9" LOAD opnowu 105 16.0"14.8 1fi.0" 8.1 12.0"11.0 6.4" 11.0" 4.3" 4.7" 8.3" 4.5 7.3 (psQ CONN TYPE CONN TYPE CONN TYPE ''/.'l.:f!'. O ANCHOR FEMYC GP x�n Cl C2 C3 C4 OS Cl -C2 'C3 C4 CS Cl C2 C3 I C4 CS " 120 16.0"12.0:16.0 7.0 9.7" 9.6 5.4" 9.0" 3.7" 3.9" 7.2" 3.8" 6.1" r//'1 1/4"DEWALT PANELMATE 33 16.0"16.0"16.0"16.0"16.0"16.0"I6,0"16.0"16.0'16.0"16,0"16.0"16.0"12.0"16.0" (FEMALE,MALE,OR PLUS)W 48 I6.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.9"�16.0 16.0 0"16, '56.0" 8.0" 15.9" 1-7/8'MIN EMBED - 62 16.0"16.0"16.0"15.5"I6,0"1G0"16.0"16.0" &3" 16.0"16.0"13.3"16.0" 6.1" 10.2" § 3/4'MIN EDGE DISTANCE 76 16.0"16.0"16.0"12.6"16.0"16.0.14.9"16.0" 6.7" 11.7"16.0"10.1"16.0" 4.9" 7.5" .z+i a C dd■ y N LOAD Spans UO To 5'-0" " Spans Un To 9'-0" Spans Un To 12'-0" * 90 16-0"16.0"16.0 10.5"16.0"16.0'11.8"16.0" 5.6" 8.9" 14.6" 8.2" 13.7" 4.2" 5.9.. a�?�•�5 e ba O ANCHOR (psf) CONN TYPE CONN TYPE CONN TYPE I3Dm.-'w> 105 16.0"16.0"16.0" 8.9" 16.0"16.0" 9.7' 16.0" 4.8" 7.1" 12.5" 6.8" 11.0" 3.5" 4,8" = 8�5a " = CI C2 C3 C4 CS Cl' C2 C3 C4 C5 Cl C2 C3 C4 CS 120 16.0"16.0"1G0' 7.7" 14.8"14.G' 8.2" 13.7" 4.2" 5,9" 11.0" 5.8" 9.2" 3.1" 4,1" % a g 1/4"EA MALE BOLT,1-1/2 33 16.0 16.D"16.0"16.0"16.0"16.0 16.0"16.0"12.3"16.0'16.0"16.0"36.0" 9.2" 16.0" z 1/4"LAG SCREW OR HANGER 33 16.0"16.0"16.0"16.0"16.0"16.0'16.0"16.0"i1.1"16.0"16.0"IG0'36.0" 8.2' IGO'• T9 " EMBED 48 16.0"16.0"16.0"15.2"16.0"16.0"16.0"16.0"8.3" 16.0"16.0"16.0'16.0" 6.2" 15.9" I BOLT WITH 1.5"MIN THREAD 48 16.0"15.0 16.0"13.7"16.0"16.0"16.0"16.0" 7.5" 16.0"16.0"1G0"16.0" 5.5" 15.11, 6 PENETRATION o S? Si 62 16.0"16.D"16.0"11.8"16.0"1&0"16.0"16.0"6.4" 16.0"16.0"13.2"16.0"4.7' 10.Z' in 62 16.0"16.0"16i0"10.6"16.0"16.0'16.0"160' 5.7" 16,0"16.0"128'11.0" 4.2" 9,6" ,Z, * 76 16.0"I6.0:'16.0"9.6"16.0"16.0'14.9"16.0"5.1" 11.7'16.0"10.1"16.0" 3.8" 7.5" �-e -.,-- J-4Fsl 6.0"16.0"16.0" &6" 16.0"16.0"14.1"36.0" 4.6•' 11.1"16.0" 9.6" 16.0" 3.4" 7.1" N 1----G WTIOru 90 16.0"16.0"16,0"8.0"16.0"16.0"11.8"16.0"4.3" 8.9' 14.6"8.2" 13.6" 3.2" 5,9" - 6.0"16.0"16.0" 7.2" 16.0"16.0'11.2"16.0" 3.9" 8.4" 13.8" 7.7" 12.9" 2,9" 5.6" j ,n LJ FErr+x Ta' 105 16.0"16.0"16.0" 6.8" 16.0'16.0' 9.6" 16.0" 3.7" 7.1" 12.5" 6.8" 11.0" 2.T' 4.8" O * 6.0"16.0"1G0" 6.1" 16.0"15.8. 9.1" 15.8" 3.3" 6.7" 11.9" 6.4" 10.4" 2.5" 4.6" 3' 120 16.0"16.0"16.0" 5.9"14.Y 14.6" 8.2" 13.6" 3.2" 5.9" 11.0" 5.8" 9.2" 2.4" 4.1" S 6.0"16,0"16,0" 5.3" 14.0 13.8' 7.7" 12.9" 2.9" 5.6" 10.4" 5.5" 8.7" 2.2" 3.9" ••_y!� p Cv 1/4"EA MALE BOLT,2" 33 16.0"16.0"16.0"16.0"16.0"16.0'16.0"16.0"13.3"16.0"16.0"16.0"I6.0" 9.9" 16.0" #14 WOOD SCREW OR SMS 6.0"16.0"IGO"16.0"16.0"160'16.0"16.0"US'16.0"16.0"1G0'16,0" 8.5" 16.0" 0 EMBED 48 16.0"16.0"16.0"16.0"16.0"16.0'16.0'36.0"9.1" 16.0"16.0"16.0"16.0" 6.7' 16.0" WITH 1.5°MIN.THREAD 6.0"16.0"16.0"ia.2"Sfi.O.16.0"16.0"36.0" 7.8" 16.0"16.0"14.7'16.0" 5.7" 12.1"0 62 16.0"16.0"16.0"12.8"I6.0 16,0"I6.0"16.0" 6.9" I6.0"I6.0"16.0"16.0" 5.2" 15.2" PENETRATION 6.0"16.0"16.0"11.0"16.0"16,0"15.4"16.0" 5,9" 12.9"16.0"10.1"16.0" 4.4" 7.7" 3 76 16.0"16.0 16.0"10.4-16.0"16.0"15.0"16.0" 5.6" 16.0"16,0"15.1"16.0" 4.2" 11.2" 6.0"16.0"SGO" 8.9" 16,0"16.0"11.4"160" 4.11" 119" 13,2" 7,7" 13.2" 3.5' 5.7" PfW01ff8VW(L®JWOO PE90 16.0"16.0"16.0"8.7' I6.0"16.0'16.0"16.0"4.7" 13.3"16.0"12. . 3.5 8.8 6.0"16.0"16.0" 7.4 16.014.8 . 14.8 4.0 6.8 11.1 6.2 30.4 3.0 4.5" 20-26144 105 16.0"16.0"16.0 7.4" 16.0"16.0 14.4 16.D"4.0 30.6 16.0"10.1"16.0" 3.0" 7.2" IIll81I811n 6.0"16.0"16.0" 6.3' 14.7"12.T' 7.3 12.7 3.4 5.4 9.5 S.1" 6.4" 2.5' 3.7" 120 16.0 16.0"16.0"6.4" 16,0"16.0'12.2"16.0" 3.5 8.8" 16.0" 8.6 13.8 2.6 6.1 6.0"13.8"SG0" 5.5" 11.2"II.1" 6.2 10.4 3.0 4.S' 8.3 4.4 7.0 2.2 3.1" pACB pE6Cp7pTI n LJI'1I ��J J l LJ \J