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HomeMy WebLinkAboutProduct Approval; Storm Panels Shutters1/28/2020 Florida Building Code Online v- I IIj f�7 in 0. BCIS Home Log In User Registration Hot TopicsSubmlt Surcharge I Stats & Facts I Pvblicatlons I Contact Us EMS alto Map Unks Search Fl nda ��. ttt it Product Approval W"� R pUSER: Public User 6U C Product ARProval Menu > Product or Aopliw[ion Search > Application Lis[ > Application eo[all FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL12856-R6 Revision 2017 Approved I Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Frank Bernardo frank@engineeringexpress.com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Shutters Storm Panels REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer tl) Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank I. Bernardo Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L. BLANCO, P.E. 2 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12856 R6 COt indeol,2,3-pdf Standard ASTM E1886 ASTM E1996 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2002 2002 2012 2002 1994 1994 1994 FILE COPY hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEmlfWvK4bEBhusG5°/a2bcgdcJAT4l UvLC7Ac3wE2vTs9LQ%3d°/a3d 1/2 1/28/2020 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Licensed Professional Engineer or Architect FL12856 R6 EDuiv F uIvl.odf FL12856 R6 Eauiv EDuiv2.odf FL12856 R6 Eq lid Eguiv3.pd Method 1 Option D 08/10/2017 08/11/2017 08/15/2017 10/10/2017 FL V Model, Number or Name Description 12856.1 0,050" Aluminum Storm Panel 0,050" Aluminum Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R6 II Dwgi,pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PED046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Shutter meets requirements for "Wind Zone 4" and FL12856 R6 AE Evall.odf Missile Level "D" as defined In ASTM E1996. See installation Created by Independent Third Party: Yes Instructions for specific Design Pressure Ratings by size, additional use limitations and Installation Instructions. 12856.2 "Safety Edge" Storm Panels "Safety Edge" Storm Panels, 28ga (0,018"") Steel, 0.022" Alum (Pert and Nan -Pero, Clear Polycarb (Full and Half) Limits of Use Installation Instructions Approved for use In HVHZ: No FL12856 R6 fI Dwg3,pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bernardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +54/-54 Evaluation Reports Other: This product is not valid for use within the HVHZ. See FL12856 R6 AE Eval2 odf Evaluation Report and engineering drawing for additional Created by Independent Third Party: Yes limitations and conditions of use. 12856.3 24ga Steel Storm Panel 24ga (0.0232") Steel Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R6 II Dwg3-pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bernardo, P.E. PED046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +100/-100 Evaluation Reports Other: This product is not valid for use within the HVHZ or FL12856 R6 AE Eval3.pdf Wind Zone 4. See Evaluation Report and engineering drawing Created by Independent Third Party: Yes for additional limitations and conditions of use. Back Neat Contact Us :: 2601 Blair Stone Read, Tallahassee FL 32399 Phone- 850487-1824 The state of Florida Is an AA/EEO employer. g-y l ht 2007-2013 State of Florida.:: PHyag,Statement :: Accessibility Statement :: Refund Stateme Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please pnwIde 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: ® ®© R M 'a r securitynlel•Rics• httpsdiw.flaridabuilding.org/pr/pr_app_dd.aspx7param--vGEVXQwtDgvEmlfWvK4bEBhusG5p/e2bcgdeJAT4l UvLC7Ac3wE2vTsgLQa/o3dP/aid 212 IS ACCEPTABLE. 0.050" ALUMINUM STORM PANEL FOR USE OUTSIDE THE HVHZ _ UNLIMITED WIDTH (FERP. TO PANELSPAN) 1T MAX. ON OENTERPANEL ATTACNMENTTO MOUNTING HARDWARE OR DIRECT MOUNT. L NOTE: TOP MAY BE SLOPED OR RADIIISED TO MATCH GEOMETRY OF OPENING. MOUNTING HARDWARE MUST BE ROLL -FORMED TO THE RADIUS' NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWES. TYPICAL ELEVATION WITH 1 ALUMINUM PANELS ONLY Tom^ 1 N.T.S. EXTERIOR FEV IN THE DESIGN OFWIS SYSTEM. WIND LOAD DURATION FACTOR CB=1.6 MAS av,,;cc��Acn�cA APPROVAL EVALUATION AND SHALL ONLY BE USED IN COWUNCTION WITH THE USE OF THESE APPROVAL DOCUMENTS SMALL COMPLY WITH CHAPTER 61G15-M OF S SMUCWRE TO WRHSTAND SUPERIMPOSED LOADS. BRICK VENEER PER ASTER C62 ALLOY UNLESSNOTEDOTHERWISE. ALLTOLERANCFSSHALLBEINACCOWMUWR ADM2015. HANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTCALLY OR LABELS SPACED NOT MORE THAN EVERY THREE MEAL, MU PER PANEL AND SMALL FACE THE STEfl, STAINLESS STEEL, OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM TABLE 1 ALUA9MIM PANELS 1YES cNE(WIiH 8Y) PANEL SPAN ALIOWABIEDEbIGN PRF35URE iw +=PSF -Wb PSF lw ♦3 PSF -W.1 MF 13 ♦383PSF -41.7MF 1S' •1 IPSF -1STPSF ,w •ATS PEP -WAPSF 11P ♦527PSF -SSBPSF lw ♦M7MF -6Y$PSF 1(P ♦668MF -GREPSF 88' ♦Ti.SPSF -=FSF 80' •WLMF -WAMF w W.IMF -85.TMF 70- •BBB MF -S2 PSF NTT •15D0 RF -1WD MF . -IMAMF W -IMAPSF •LIDS PSF -tAD RF TABLE 1 NOTES: LINEAR INTERPOLATION BETWEEN SHUTTER SPARS IS NOT PERM11TED. FORSPANS BETWEEN THOSE INDICAIED ABOVE, THE DESIGN PRESSURES PoR THE NEXT HIGHER SPAN SHALL BE USED. DESIGN PRESSURES NOTEO IN TABLE 1 APPLYTO ALL MOUNTING AND ANCHORAGE CONDITIONS AND SHALLNOT BE EXCEEDED. N.T.S. TMLE3 NWIMIW GLALNGbEPAMTKW WITH �� /JLNINUNP FMAJTIEb ILJES OML(E55ENILLL Y) PANEL SPAN INSTNLATpNS SWABOVE GRADE WSTALI mws >WABOVE GRAD: 1N' IW iff im. ESA' 38 1w 6l• 1T 1A' 6Y SS 1EP GA' ar HP GA' ar 10G' SA. &V PG• 1S 2ff W' 3T 2S w 3S 2A• TB• 3S 22 IT 9 2D w 35• IV Gff u• t r TABLE 2 NOTES: SEPARATION FROM GLAZING IS REQUIRED ONLY IN ESSENTIAL FACILITIES. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITED. FOR SPANS BETWEEN THOSE INDIG LED ABOVE, THE SEPARATION MOM GLASS MR WE NEW HIGHER SPAN SHALL BE USED. SEPARATON MOM GLAZING NOT REQUIRED FOR WIND ZONE G UNLESS INDEPENOENRY ADOPTED BY LOCAL IURISDICOON MAXPANELSPAN PE0. TABLET T !E2 EXTERIOR ELEV ( ALUMINUM STORM PANEL 2.5D'- TLI —o.o9 f03)5 0.0T 0.062-- -0 Nr O2 "H" HEADER (3)"U" HEADER yyy......___V 2• I OR 3'1 090' a 335 �l IVI[j/� m Ij n 0.455 I 0.188'�} 1/4AD-23BOLSQJTHIX y HESTU05 -O.OB6• SPACED AT WINGN112.00 OBUILD-OUT"F"TRACK 0.069'� O.e4• m1 T D.as t D.zs TMYC3 NTDr (9)WASHER WINGNUT NCN-RECESSED PLAT SURFA[ TYPE ONLY 6.OW (COVERAGE) f z00' t 0.0495 \v y' 8.332' HALF PANEL—� ® ALUMINUM HALF STORM PANEL xoTE: xA1F sT9RM PAxasxNLaxlrausEPASAx ER0 pAna ro aOBE LxE REFwwxO DpDiwD TRAr HAr eE tESTxAx pvuvnnanmm 1/4-2OX3/4 KNURLED STUDS W/ 0.12S-tt- WINGNUTSSPACEDATSTO.0 (DIRECTION MAY BE REVERSED) „— �Y £¢ £ g uV o.lzs 3a BUILD -OUT "U" HEADER (4)SfUD ANGLE SEE WUPOMT NOTES 0.3T8- 0.188' �0.315' � D.465•�� r 1_ 71/4.20 SQJHIX 0090- II HEADBOLTSTUDS -N- W/ WINGNUTG (TYPJ SPACED AT 12. OC ®"F"TRACK A U 19D-iF � .313' 0.3 T Typ, Ella-20 jr��'- SQ.MEX j HEAD �.� GNU7SUDS W/ WINGN1115 SPACED AT 12' OC (LEG DIRECTION MAY BE REVERSED) "F" ANGLE TRACK �—SO----j 0 c�a � TyP TYP Y Y IY-12'PPNEL COVEPAGE 151/4- MAX TOTAL PANEL WIDTH— Ib POLYCARBONATE STORM PANEL 0.091' I (DIRECTION MAYBE REVERSED) E9 �91' II!M2NIMUM iiii"'' P IEG T ® STUD ANGLE SEE COMPONENT NOTES 0.125' 1— �IUBE I/4-20X3/4 KNURLED STUDS W/ WINGNUTS SPACED AT 12.O.C. 0.091-t (DIRECTION MAY BE REVERSED) _T— £ 0.091' MINIMUM .632-IEG 4b STUD ANGLE SEE LNIPIXiENT NOTES ff-oan• 0.125 L�1•,2•,3•,4 ORS SIINGLE COMPONENT NOTES ANCHOR HEADS MUST NOT INTERFERE WITH INSTAIIATION OF THEPANEL THEFIRSTANDIASTANCHORINA TRAO(SSH BE INSTALLED WITHIN THE FIRST 3- AND IAST 3-, RESPECTIVELY. INSTAU- ALL ANCHORS PER THE REQUIREMENT5 I15TED IN THE ANCHOR SCHEDULE. 0125 1---t-0.577 ^ 0.563' 0 313- low D.30- T 1 14-20 SO KEYHOLE WASHER 11 1/4-20 SQ./HEX 12 1/4-20 316 SS MACHINE 13 #141T3/4 316 SS a GA GM-v. STEEL (t=NB-) HEAD BOLT BOLT WBOLT W/NUT SDS/SMS SCREW SIDEWALK BOLT GRP➢E 40 OR (OSP ALW ALLOY (3004-N34) om (j�114-20 TRUSS HEAD BOLT REWIRES USE OF NEIHCIE MA Vt IN DIRECT MOUNT APRIGTONS a CONNECTION TYPE C2 ANCHOR PER ANCHOR SCHEDULE 0.32T MAX m m NOT REQUIRED PER ASTM E1996-0 Qi "H"MOUNT SECTION RLED D D... HbUS�EDU� m O.C. MAXE%ISRNGTONTYPECI HOST STRUMRETYPE CI '.PERANCHOR NCHOR SCHEDULE DOSTUD ANGLE WALL MOUNT SECTION EMBED d oG% WD N e � ;. O J i 0.625 a ALT. LEG DIRECDON CONNECTION TYPE C2 GLS SEPARATION ANCHOR PER ANCHOR NOT REQUIRED PER SCHEDULE pSTM E1996-09 ©"F" TRACK MOUNT SECTION EXISTING HOST � MA% yMAX jN O GLASS 1b NOT REQQUIRED UMD PER ASTM E399609 O BUILD -OUT "U" MOUNT SECTION ALT. LEG DIRECDON GU SEPARATION CONNECTIONTWEO NOT REQUIRED PER ANCHOR PER ANCHOR 0.51T1 E199609 SCHEDULE EXISTING HOST fRUCNRE G/o5 O,A�37• 0% O /n tr _ CONNECTIONTYPEC3 ANCHOR PERANMOR J SCHEDULE OE BUILD -OUT "F"TRACK SECTION OH TRAP •U" HEADER SECTION e�Kj /D m Ib ALT. LEG DIRC ON CONNECRON TYPE C3 ANCHOR PERANCHOR GLASS SEPARATION SCHEDNLE NOT REQUIRED PER ASIM E1996-0 ©ALT. BUILD -OUT "U" MOUNT SECTION (F)DIRECT MOUNT SECTION GLASS SEPARATION NOT REQUIRED DE0. ASIM E1916 HO • O ie a E LEG DDiECTION MAY BE REVERSED i• H• OI TRAP STUD ANGLE SECTION ROW CENTERLINE GLASS SEPARATION TRUSS O0. RAPIER 1.5' 1.5' —1.. WHI NOT REQUIRED PER O 20' O.C. MAX THAN V E GLASS SEPARATION CONNEC TEE C3 ASD1 E199609 (G-OA2 Pei). ANGLE TQ NOT REQUIRED PER ANCHOR PERANCNOR ASIM E199609 SCHEDULE 2 u m CONNECTION TYPED U ANCHOR PER ANCHOR w9 a i U IMATERF:4q x o%ri ' a pt1 SCHEDULE 1 O wo 9 to I ;:• }r V4. MAX PANEL SPAN jOcd 1 Q t_1 O MA% TOME 0.9ESIGN 2 WOODRESSURES:: 0P5PEP y7�' Sgya<Wlm mgb TO G-0.55 WOOD: +/- TU PSF W W Oti 9 ER6 G EMBED. u w ea �u 1 £ in STRUCNRE OO rl � CJ ow w atl EDGE to ow N FJOGIING DLST. top 6' O.C. MAX GIA55 SEPARATION 1b HOST ALT. LECa DIRECRON NOT REQUIRED PER STRUCTURE ASTM CONNECTION TYPE CS E399609 ANCHOR PER ANCHOR SOIEDULE u e IO"F"ANGLE TRACK MOUNT SECRON OK REVERSE"F- ANGLE TRACK MOUNT SECTION ©CEILING MOUNT/BUILD-OUT SECTION B AIR BRI� VENEER /G� SEPAiRAUON MY BE NOT REQUIRED Omm PER AN�OR '� / ° E oOR ;MEDME , E)OSMNG WOOD SPACED IC���� °�Ds , �. oeoeoo �.�����•--��* m mHOST BRIM VENEER AN�OR PER OR �NDS MOM �AN V OVER � DMANCE AND 1-3/4 MBQMUM END �Rumm MD, �ND BEAM TO NM MD DISTANCE TO G-0.42 WNIMUM WOOD PER � C62 SCHEDULE STUD ANGLE BUILD-OUr MOUFfr QD U" HEADER BUILD -OUT THROUGH VENEER OVER DIREcr MOUNT THROUGH VENEER OVER srRucruRAL SEMON INTO SMD WALL STRUCTURAL BASE SECrIGN BASE SECUON ®, 4 GLASS SEPARATION AET• LEG NOT REQUIRED PER CONNEC AIRGAP BRRASIICIC VENEER ASO4 E1996 9 ANCHOR (�PE0.lSfM C62 E%IS OSI Gi'T1777�/ \T' �441 �56fEDUI XOST � �.i� �. 'gym•Cx jI, GLASS ommNOT REQWRED PER 0STUD ANGLE THROUGH VENEER OVER STRUCTURAL 1 Amm �' 9 M P 2a• OC 1 to ib 11 IS ® TRAP MOUNT CLOSURE DETAIL Iz . '•• ilk �7ry aiA amm o •• O WALL MOUNT CLOSURE DETAIL EIGS DIG HOST HOST' NG )71 OOC HOSfmumn ALUMINUM ANGLE ANCHOR PER ANCHOR SCHEDULE, MAX BPIECE: 1•A2• MIN, 1ED 24. O.C. MAX FOR DESIGN0.052 - MIN. THSURES 5 62 PSF, 12. O.C. MAXEXISTINGDESIGN PRESSURES> 62 PSF AWMINUM ANGLE ClASURE MOST 5 115 PSF, 10. O.C. MAX MRPIECE: 1•x2• MIN,1•CS• MAX, IGN PRESSURES> 115 PSF.0.062 ' MIN. TH MESS. a 2•' cc "S ]2 9 1• 0 24' OC 4' 9 N• DC a 15 1 1c Ib MAX. OO50-300GLE: 1 IC In it's 12 0.050.0 ALU54,5003-H14, OR 12 OR 20 GA A V A3 M: TT BUILD -OUT MOUNT CLOSURE DETAIL OU ALTERNATE CLOSURE DETAIL VO CORNER ANGLE DETAIL OR 20 GA GALV A365TEEL \\\\11111111// ��'UCENyE `1? No PE0046549 n u THESE DETAILS DEPILTTHE CONNECTION OF ANY PANEL FOR AN OPENING W PANELS INSTALLED FROM INSIDE USE OF T ESE DETAILS SHALL BE IN CONIUNMON W AN 'H' HEADER OR'U' HEADERTOP MOUNT. 11 12' MAX. ON CENTER PANEL ATTACHMENT TO MOUNTING HARDWARE OR DIRER MOUNT. POLYCARBONATE PANELS FASTENED TO ADJACENT STORM PANELS WIM %'-20 SIDEWALK BOLTAND WASHERED WINGUT AT MIDSPAN, TYPICAL I. TOP MAYBE SLOPED OR PASTURS ED IL MATCH GEOMETRY OF RADIUS; NO . MOORING HARDWAREN IiA D ARE TO ACED TO THESISNO NOTOfING OF MOUNTING HARDWARE TO ACHIEVE SHAPES T5 A . 2. STORM TORM PANELS MY C ROOMED VERTICALLY OR HORNATE. LLY. 3. AWMIN E AND SHAM PANELS SHALL ALTERNATE. 4. END PANELS SHALL BE ALUMINUM PANELS ONLY. TYPICAL ELEVATION WITH ALTERNATING 1 ALUMINUM AND POLYCARBONATE PANELS N.T.S. EXTERIOR ELEV INTERIOR GLASS SEPARATION —NOT REOUIRED PER END PANELS SHALL BED POLYCARSONATE PAN ELS-� EXTERIOR LMINUM PANELS ONLY FASTENEDTOADJACENTSTORM PANELS WITH Y'-20 SIDEWALK BOLT AND WASHERED WINGUT AT MIDSPAN, TI'PICAI. TYPICAL SECTION WITH ALTERNATING 2 ALUMINUM AND POLYCARBONATE PANELS N.T.S. HORTZ SECTION ALLOWABLE DESIGN PRESSURES WITH ALTERNATING AWMINUM AND POLYCARBONATE PANELS +55 PSF -58 PSF NOTE: ANY INSTALLATION WITH ALTERNATING AWMINUM AND POLYCARBOMATE PANELS SHALL NOT EXCEED THESE DESIGN PRESSURES. PANELS WITH Y.120 SIDEWALK BOLTAND WASHERED WINGUT AT MIDSPAN, TYPICAL J```TTI I,!uB I .%3cw y AD PE0046549 STATE OF 15-2336 ANCHOR (SEE ' { 1 e e f { i P5 - Y SHEET SCHEDULES: 9 W0. ARMOR NOTES) � EDGE DISTANCES IS NOTED EDGE DISTANCES AS NOTED Swm Up TO S-0' Spfim Up To 9'4)' sWm UP To IT-0" G spans Up TO S-0" Spans DO To O-0" SR. Up To 1T-0� WNN TYf•E WNN TYYE WXX TrvE CDAD WNNTWE WXN TYIE WNNT E Q Q Q G CS Cl Q C3 U CS Q Q O U CS ARMOR 1&0' 16.0" 15.0" 13.4" 36.0` 16.W 16-T MW ]S' 16.W 1&0' 1&0' 16.T 5.6. 3fi.0^ 1/4'TTW &S. TANAXCOATI 33 I6.0' 16.0. 1&0" 1&0. 16.0" 16A• 16.0' 1&0' 16.0' 16.0' 16.0. Mr 16.0" 13.0 1&0' 16.0" 16.0" 9.2" 16.0 I6.0" 16.0' 16.0. 5.1" 1&0^ MW 13.T ]6.0" 3.)° 11.3° 1-W4• EMOEDAND2-W' 48 MT 16.0• I6.0' t&P 16.0^ 16.0" 16.0" 3&0" 12.T l6.O' IS.O' 16.P 16.0' SS S 1&0. 16.0" 1&0" ].1^ I&0" I6.0" 14A" 16.0. 3.9" I20^ MT 9.4" 15.0' >.T MIN. EDGE DISTANCE (3192 fit 1&0" 16.0' I&0' I&0. 1fi.0^ 16.0" 1fi.0" 1&0" 92. 14.1" 1&0` 11.0' 36.0' 6. 1&W 16.0" 36.0" 5.W 16.0" 16.0" 10.6" 16.W 3.1• B.T 12.3' ].r 12.3' S.3" p9 HIM CONCRETE) ]6 1&0' 36.P 16A" U.I. 16.0" I6.T f24" 1&0' ].6' SIX 14.4• B.4. 11.4^ S.S' I.I. 16.0" 16.P 4.9. 16.O. LIZ' 8.4' IS.e• 6.3` IOA" 5A" 9.T' 4.r 90 16.0" 16.P 16.0. ll.T 16.0. 16.0. 9A' Mr 62" )A• 2.T 6.8. 11.4. 4.6• 16.0. 35.9^ 16.0" 4.1• 13.6' 11.@' &6 I1.r 5.0" &V 4%' )A" 3.4• tY-w..�.w..� IO5 MO' 16.P 16.0' 9.9' 16.0• 2.9' 8.0• 2.9' 5.3• 5.9` SDR• 5.W 9.1• 3.9" 4.0 ) 16.0. 12.8" 16.0' 3.6' SO.P 10.4^ 5.W 9.T 4.2' ).B' 4.1" 6.5" 1" i6.O° 15.1 16.0" BS' 12.r 11.P 6.8. ll.P 4.6" 4.9" 9.1 Cr Lr 3.4" 3A• // I6A' 16.0" 16.r 16.0" 16.0' 16.r I6.0. 16.P 2.2" 16.r 16.O^ 16.0" 36.0' 9.1' 16.0• 1/4' ELW ULTRAWN WITH 33 16.0. 36.0^ 16.0` I6A• 16.V 1&0" 1&0. 16.P 16A` ma, I&0' 16.0' I6.r 13.r 16.0^ I&0' 16.0" I6.0" I5.1" 16.0 I6.0' 1&0. 16A^ 8.2" 16.0' 16A• 2.5E I6.0. 6.D" 11.r 13/4'EMBWAND2-l/P Q 16.0' 16.0^ 16.0- M.V M.W f6.0" SSA• 16.0. 2.4. MW f6A` 2.9" 1&D^ 9.0" 115^ 16.0° 16.0" 16.0" 11.7' 16A^ 16.0" 14.1" I6A" 6.2. 11.9" MW 9.3^ 14.8' 4.6' ).1• MIN. EDGE DISTANCE 62 16.0' 16.0. 3&0' I6.0. M.W 1&D' 14.6' 16.0' 93. 113' Mr 9.6" 35.T' 6A" ]3• 16.0` 16A" I6.0" 9.5. 16.W M o. 10.9" I6.0' S.0• 8.2. 121" ).3" 2.1• S.T pM HIM WNCPflE7 76 16.tl' 16.0• I6.0" 14.!^ 16.0. 1&0' SO.B' Sfi.0" ).S' BR' 12.5 ].3. 2.S SS 5.4" 16.0- 16.0. 16.W 7.9" WO' 2.6° B.3" f1.6" 1.2" 63. 1D.2` S.T' 9.6" 4.3• 90 IS.&' 16.0. 16.0' I3.r 16.W 14.1- &5. 14.r 6.r 6.4' I0.6" 5.9" 9.9' 4.6' 4.3' 16.0" SS.T 16.0" 6.r 13.5 11.7' 6.r 1I.P 5.0" 8.8' 4.]" ].r 105 16.0' 16.0' 16.0. 1D.D" 2.T ILl' 7.0' 121^ 5.3• 5.1' 9.0" 4.9' 7.9' I6.0" 12.r 16.0" SA" I102" S.r 9.6' cr ].]' 4.0" 6.4• In 16.0" 13.1. MW &6. 1D.6` 30.6' 5.9" 9.9. 4.6• 4.P 7.9' Cr 6.r 16.0' 16.0" ]6.tl' I6.0" 16.0' 16.0 16.0" ifi.tl' 16.D S&0" 16.0' 16.0 129" 16.0" ,•4' �� PANELMATE W I&0" 16.P 16.0. 16.0^ 16.0^ 16A' I6.O 1&0" 16.0. 16A" 16.0. 16.0. 16A• 13.W 16A' 11-W 16.0" 16.0" 16.0" 15.0" 16.P 16.0" 2.6" 16.0. 16.0" 16.0' 16.0" 92' 16.0• (-(.EIUIE, MALE, wRUs)) W/ 40 16.O` I6,T 16.W 16.0' 16.0• I&0° I6.0' 1&0' 2.S 16.0" 16.0" 16.0. 36.0" 9.1. 21• 16.0" 16.0. 1fi.0. 16.0" 36.0" 1fi.0. 16.0" 9.6' 1&0' 1&0" I5.0" 16.0' ]A' Il.S Z' MIN EMBI31 AND 2-L2' 62 1&0" 16.0 16.0" 1&0" I6.0. 16.0• I6.0" 1&0' 9.4" 14.0" 16.0' 31.0' 16.0' 5.9" B.6' I6.0' I6.0' 16.0^ 19.S I&0" Ifi.0• I6.0" >.T 0.2' I&0' SI.I. 16.O" S.r 8.4" psl MIN EDISTANCE (3350 p9 MIN WNQ T6 16.0" 16A• M.0^ 14.5' 16.0' 16.0. 2.3" I6.0• 9.6• 9.T 16.3' &a' lO.T 5.6" 62• 16.0' 16.0" 16.0. 12.W 16.0" 13.P I6.0" 6A' 10.1' 16.P 9.T IS.P Cr 6.T 90 I6.0• mr m.0" 11.9" 16.0' 1&0. 9.r 1&D• 6.1 ]A" 12.1` 6.T ll.r Lr 4.W S. I6.P 16.0' 8.r I6.O" AT 15.1 4.8- 6.7' 11P 6.S 10.P 3.6' 4,6" S * 120 16A• A.0" 16.0" B.T 2.P mr Cr 113' 4.7' 4.9^ 9.1'v 4.8" ),6• 4.0' L0" MW 16.0" 16.0. 16.0" 16.7 16.0" 16.0" 9.6. 16.0` 16.0" M.W 16A' ).1• I6.D' 4• 19 6A M GS6C W/ ]3 I6.0 16.0" 16.0' 16.0" I6.0 I&D" 16.0 16.0 I6.0 16.T MV 16.0' Mr 16.0' 16.0• MW 16.0" 16.D" I1.r 15.W Mr 16.r 65. Mr 2.r 9.6" 132" 4.7' B.0• B 1-1/4' HIM EMBED AND Q 1&0' I6.0^ 1&0. 1&0' 16.D^ 1&D' 16.0' 16.W 16.0. 1&0' ma, Mir mr SI.T 16.0' 16.0' 16.0. M.W 9.T 14.T 10.1. 14.1" 4.9• 85" 10.6" 6.6^ 10.6" 3.6• 5.1' 2-1/2• M R. EDGE DISTANCE 62 f6A' 16.0' 1&0. 1&0' 16.0. 1&0' 16.0' MT 12.r I&0^ 16.W 15.6. 1&0° 8.T Ur 16.0" 16.0" RV ).5" IS.S ].4" I1.S 3.9' SA" B.6^ S.D" 8.6' 3.]• (3295 pal MW WNQETE) ]fi 16.0. 3fi.0" 36.0' 1&O" 16.0. 16.0' 16.0' I&0' 9.T 11A' 1&O' 11.W 16.0° ].r SW 36.0' 14.G' I6.0" 6.P 9.r 5.9° 9.r 3.3' 4R' ).3" 9.1" 6.B` 90 16.O. I6.D" I6.P 1&9" 1&P I&0. Mr 1&0" &1' Mr 1&P 9.6• I6.0" 6.0` 6.9'l05 Mo.. 11.2" IN.0" &2" ILW 4.8• &V 3.5" 6.2^ 3A' S.S -'9- � 105 16.W MW 36.0" 12.9" 16.0" l6A• IIA• 16.0. 6.9` BR" I4.9' 6.0" 13.0' S.1^ S.r 13.1" 9.0' 2.1. 4.r 7.4' 7.3" 4.r 6A• S.5" 4.6 120 16.tl' mir 1&O° II.P I6.0" 16.0" iv 1&0' 6.0• 6.9. 12.9^ 6.8' I.0.9. 4.r 46 16.0. 15.4. 35.4' 15.4" BA^ 15.1• II.S 10.9" 13.5" 5.9. 11.5^ yC-20 Al WlN SOLI 33 IG.0. MW 16A" Ifi.O' 16.0" 16.0' 16A• 16A' 16.0" 16.0' I6.0' 16.0- 16.0" 2% 16.P 1&0" 16.0^ 16.0" 9.9' 16.a- ID.6' 9.1^ I0.6" 5.r 9A" 7.9" 5.6" 7.9" 3A' 4.6' SET WIM )/6' 6ID1 EMBED 48 16.W 1&0' 16.0' 16.0. 16.0" 36.0" 16.0" S6A• 31.W 16A' 16.0^ 126' M.0" &!• 10.1- 14.T 14.T 14.T' 1.6" 14.T &2• I- 0.2" 4.0" 4.9' &3' 3.8' 6.1' AND r MON. EDGE INSTANCE 62 16.0' 15.0" 1&0• M.0" f6.0' 1&0' Ur I6.P 8.]• 11.0. 13.W 8.6" 2.W Cr &6' 12A" 11.9' 12.0 6.2' 2.0" &)° 4.3" 6.T 3.2' 3.4" 5.0' S.O. (3000 psi MW CONCRETE). 76 I6.0" I6.0" 16.0. 2.1. 1&0^ 15.0" 9.7" 15.0" 6.9° >.6" 3LP 6.6" 13.3^ 5.1" 4.9" IY.1' Sr 10.1^ 5.1" B.0" 5.6' 3A" 1.6" 4.2" J.9' SO 16.T 36.W 16.0. 11.D° 36.0^ 12T ).r 13.T 5.8• 5.B' 9.r 5.3" 8.9" 4.3" 3.8' &T 6.5• 3.)' 4.3" 5.6" IA` 4.8" 3.6• 3.2 1)T 105 16.0" 14.6" 16.0• 9Y 12.5 1&9° 6.3" 30.9" 4.9• 4.6• &r 4.4" 7.2' 3.6" 3.I' S.T 7.6' 3.T 4.3" 4Y 3.9^ 3.2• 2O 1&0" 110' 16.0' 8.0" 9.6° 95` 5.3" 8.9" 4.T 30' 7.1" 20' 6.0' 3.2" EOGE DLSIMM AS NDIFD IN WWERSTMMRWITH 33 16.O^ Ifi.0" 16.0' 16.0" I6.0" 1&0. 16.0" 16.0' 15.9" 3&0' 16A• 16.P 16.0^ ILW IS.T Spans Up TO S-0' SR. Up To 9'-0• Smm Up To 1T-0 1-3/4'HIM EMBW AND 3' 48 I6.P 36.0^ I6.0" 1&0' 16.0" 1&O' MW 16.0" 10.6` 16.0" 15.8` 11.1. 15.8- ].]' 9.2' MIN. EDGE DIW"cE(won 62 16.0. 16.0^ 16.0" 15.Y 16.0" I6.W Mr 16.0" &W 9.r IL3" ].r Mr 5.r 5.9" WNN TYPE WNMTRE WNN TPE pM MIN CONCRETE) ]6 16.0. 16.0^ I&V 113` 16.0" 13.3' 8.W 13.r &P &r 1D.0" 5.8" 10.0" 4.T 43" CI Q Q G CS CI Q C3 U 6 Q Q O C4 CS 16.0" 16.0" 16.0" 16.0' 16.0 16.D' 16.0' 36.0" 3fi.0. 16.0' 16.0" 16.0. 16.U" 13.r 1fi.0" 90 16.P 1&0" 1&C ]O.P 16.0" 11.3" 6A^ 11.3. 53• S.P &4" 4J" L9' 3.9' 3.4' 1fi.0" 16.0" 36.0. 16.0" 16.0" 16.0. 16.0" 16.0. 2.0• Sfi.0" 16.0" 12.8' 16.0" B.T 10.5' 3O5 16.D" 12.9" 16.0" 9.5^ 11.V 9.]" S.0' 9.6' 45' 4.T )2° 3.9" 6A" 3.T 16.0" 36.0" 16.O' I6.o• 16.0" 1fi.0^ 2.4" t&0' 9.0^ 11.2" 14.0 8.8" 14.0' fi.6• 6.T 120 15.T 1D.S 15.2" 7.3" B.0' 8.4" 4.r 7.9' ].9• 3.4" 63. 3.3" 5.3• 16.0. 16.0" 16.0` 14.0" 16.0" ]53. 9.9` 15.3' ].2" ].r llA 6.]" 11.4" 5.3• 4.9' 16.0' 16.0" 16.D" lLY I6.0^ 2.9' ].r 12.5 6.0" 5.9" 9J7" SA• 9.0^ 4.4" 16.0' 14.r I6.0" 9.]• 12.T 11.V 6.4" 1L0° 5.1" 4J° 8.3• 4.5• ).P ww 12.O" 16.0' 8.3' 95. 9.>" 5.4" 9.P 4A" ].3" 6.V f6T 16.0• 16.0" I6.0" 16A" 16.0" I&0 16.0- mr 16.0" 16.D" Wv 16.0" 9.0' 16.0" 16A' 16.0. 16.0" MW 16.tl' I&0" I6.0" 16.W 8.5. 16.0" 14.4^ 10.r 14.4" 6A' 8.4° 16.P I6.0- 16.0" 12.P 16.0 14.9" IO.r 14.9" 6A" 8.9" ILP ]A• 11.2• Lr 5.]' 16.0. 16.0" 16.0" 9.9" I6.0" 121" 7.9" 12.1• S.1" 6.1^ 9.1" 5.3' 9.1" 36.0' 15.4. 16.W B.1' 14.6" 10.r 6.T MY 4.3' 4.7• ].]• 4.3^ 7.7' 15.r I. I5.8° 6.9• 1O.1" 8.8• 5.1• &B. fi.T SR" 13.r 9.5" 13-V 5.9• ].r ].]' 4.3• T.r S.S. 4.8^ 1&0 I6.0" S6.D" 16.0" 16.0` 16.0" 1&D" I6.P f29" I6.0' Ifi.0• I6.O" Ifi.0° 9.S I6.0" 16.O` M.W 16.0" I6.0" MW MO' I6.0. 16.W 8.)• I6.0' 16.0° 13.1' M.0° 6A• 30.0' 16.0. M.D" 16.0" 12.4" 16.0` 16.0" 13.8" 16.0. 6.6` 11.5" 14A" 9.0. 14.P 4.W 6.9' 16.0. 1fi.O. 16.0. 10.0• 36.0• Mr 10.1. 15.6. 5.3• 7.9^ 1Lr 6A' 11.7" 3.9" 5.1° I6.0" 16.0. 16.0' &3' 36.0. 1.4" 6.0" 9.9` 5.5" 9.T 3.3• 1.0` Ifi.0" 35.2. 16.0' ).D' 13.1' 11.r 6.S 11.3" IN' 4.8• B.5' 4.6' ].S' 3.3' ifi.0" 123' 1. 6.1. 10.0. 9.9• 5.5' 9.T' 3.3" 4.0° ].1" 3.9" 62' 56.0' 1&0' ifi.o" 16.0' I&V 1&D' MV 16.0' 16.0. 15.0- W.0" I6.0' 16.0' 13.6. I&V 16.0' 16.0' 16.0" 16.0' 16 V 16.0' MW I&0" 2A" 16 V 16.0" 16.0` 15.0' 9.0. 13.9" I&0 16.0' 16.0' 16.0. 16.0` 16W MV 16.W 9.3" 14.8. 16.0. ILL MV6.9• 8.9" ifi.D" I6.0" 16.0' 14.3. 16.0" Sfi.0. 13.0" 16.0" >.P WX ISA' 8.B" I5.1" 5.S 6.5• 16.0" 16.0' 1&0' 11.8. 16A• 16.0 10.r 16.0^ 6.3^ ].r 11.T 7.1. 1Lr 4.6• 5.1^ f6.0` 16.0' 1&0" 10.0. 16A" S4,S 0.4• ILS" 5.3• 62" 10.W 5.9" 9.W W 42^ 36.0' 35.8" 16.0" B.6" 12.8' 12A >.1• I1.9" 4.6' S.1• 9.S 5.0^ B.O° 3.4' 3.5^ FCP �. rj rn� z� AMd00. LDAD (fd) �= �i 0 7 ^ a O M y`��/�p 'L9 '°'4 •qN 1 (N N Or 94 L9R �.4C lU �Sgi'D& Zj],/� �np�5wY1 W W �ti Wy uI zi C W u S 3/1'1TW S.S. TAMAN WITH 1-3/P ENDED AND 1• MDT. EDGE DISTANCE (3193 psi MM WHCRE]E) 33 an 62 ]6 w 105 20 I/P ELW ULIMAWH WITH 1-3/!'EMBFD AXD I•MW. EDGE DLSTANOE(2]OD p9 MIN WNOIEIE) 33 4B 62 ]6 90 1D5 20 1/43TY sAMM>5&SC W/ 2-1/4'MUM EMBED AND 1-Ile HIM. EDGE 06TANCE (3295 psi MIN WNCTEfE) * 33 48 62 •n•N a 2 £ y Z 3 m < m £ � OQ E O ,2 Q 3 m - ,a 75 )fi 90 1]0 4 2ppLL WIN 5SO ID SET WIU )/8. NOR EMBED AND 1-1/4' MR. EDGE DISTANCE(3000 psi MIN CONCRETE] 33 o0 62 )6 90 20 1/4' WWEMSTMM:RWITH 1-3/4• MIN E18E0 AND 1-Ilr MIN. EDGE DISTANCE (3000 psf MIX WNUE]E) 33 48 63 ]6 90 105 ri p G ANCHOR WAD � W G i y 1/4' MIIIEHIUM WILE WITH 3-3/6•EMBfO AND 2-1/2'EDGE DISTANCE (32]Sps1 MIN CON(RETE) 4 33 N 63 q a 6; q f G i} ep y q E O ¢ TE 9 M �• 76 90 105 120 3/4' MILLEDUM I4IIFASi W1TH 1-3/4' EMBED AND 1• EDGE DISTMCE(325PO MIN WHdEIE) 33 4B 62 76 90 105 120 i125MS W/ 2' ETEWAL ARMOR INSERT W/ r MOM AND 2' EDGE DISTANCE (2000psi R1N WNC) 33 48 62 ®ImO.LMM%MMPE 15-2336 76 90 SOS BW8 PARECmO1DINMi 120 i12y W/2.7r EYEWALL ARMORINSMOW/2S EMBED AND 2•EOGF DISTANCE (1000psi MIN WNC) 33 48 90 lL1l V 63 ]fi 90 105 20 ("j o� ANCHOR (� WV MIN EWE DISTAYEE Spans CONN CI Q Up Tb TYPE O S-P G 6 Swrm CON. Ci Q Up To TYPE tl 9'-V G tl SwR UP To CGNNTPE Q Q O IT-0" I G I C5 1/4'tAG SCREW OR HAREM BOLT WITH I.S. MN THREAD PENEIRATION * 33 16.0" I6.P I6.P IS.S' 16.0^ 16.0" 15.P S6.P 8.9" 16.P I&O. 26.0" 16.0" 6.S 16.0' m 16.0° Ifi.P S6.P SLP 16.0` i6.P 16.P 16.0' 6.0' I6.P I&0' 12R" 1fi.0' dA' 30.1' 62 16.0 36.P 16.P 8.5' 16.0. 16.P 11P I&P 4.6" SO.T VI.4' 8.4^ 13.4. 3A' 6.4' )6 16.0' 16.P S6.P 6.9. 16.0. 14.5 9.1' 14.5 3.T' 7.4° 10.9° 6.4- 10.9- 2.J° 4.7' 90 16.V 16.0" 16.0° 5.)' 16.P 12.3^ ).5' ILY 3.1" 5.6' 9.3• 5.2• 8.6" 2.3' 3.T 1US 26.0' f4.1" I6.0° 4.9" 12.3° 10.6' 6.1° SO.S 2.6^ I.S ].9" {.3' ].0° 2.0° ]D" 120 16.0' Il.S 36.0' 1.2' 9.3° 9.P 5.P &b" 2.3" 3.)' 6.9' 3.7" S.P 26' U014WOOD gPENEIRAnOry 3 SCREW ORSMS WITH 1.S MW.THREAD - 33 16.P 16.P I&P I5.1. 16.0- 16.0° I6.P I6.0^ BA" 16.0. 16.0" 16.0- 16.W 6.2' 16.P Q 16.P 16.P 16.W 30.4° 16.0" 16.0. 14A^ 16.0. 5.6" 13.P 12.2" 8.6' 12.2" 4.1- 7.1- 51 16.w 16.P I6.P 8.0. 16.P ILS 9.P 11.6' 4.3" ).S 9.4° 5.9• 9A' 3.3' IS 76 16.0" 16.P I6.0" 6.5. 16.P 10.2" 6.6" Mr 3.4' 5.2° ].T' 4.S ).)' 2.S 3.3" 90 is.6^ 13D" IS.S 5.4" 13.T B.T S.P B.)• 2.9° 4.0" 6S &V 6.1" 2.1" 2.6" 105 13.- 9.9` 13.3° 4.6. 8.6° ).4° 4.P' )A" 2.6" 3.1- S.6" 3.0" 4"" 21" 120 il.T 8.0° ll.T 3.9" 6.5" 6.S 3.W 6.1^ 2.1" 26' 1.9' 2.6" 4.1' 1/4'6CO PANELMATE MALE, (FEMME, MME, OR PANS) W/ 1-7/P MIN EMBED * ® 33 16.P 16.0" I6.W 12.P 16.P 16.P 16.0° 16.P 7.0. 16.0- 56.0" 1&0" 46 I6.V 16.0" I6.W 6.6^ No- 15.P 13.6° 15.)" I.T' I3A 11.8^ 8.3' f1.6' 3.S &9• 63 16.0" 16.D^ I6.P 6.T' mar tax 8.7° 11.2• 3.6' 7.3" 9.1" 5.7' 9.1^ 1.6^ 4.4' )b 36.0° MT. Ifi.P 5.1" 16.0` 9.9' 5A' 9'9- 2.9" 5.0- 7.5' 4.4• ].S 21• J.2' 90 35.1. 12.V 15.5 4.S I 8.9' S. BA 2.4° 3.0^ 6.3" 3.7 5.9- 2.S IDS 0.0-1 9.S 23.P 3.P B.J` 7.2" 41 7.2- 21" 3.1° 5.4" 2.9° 4.7° 21' 120 1-' ).B' 11.3' 3.3^ 6.4° 6.3° I 5.9" 2.S 4.]" 2l Z.- ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACNRFAS' RECOMMENDATIONS. 2. WHERE ANCHORS FASTENTO NARROW FACE OFMD FRAMING, ANCHORSHALLBE LOCATED IN CENTER OF NOMINAL Z (MIN) WOOD STUD Q.0.3/4' EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 3. ALLCONCAETEANCHORSSHALLBEINSTALIEDTDNON-0LACIODCONCRETEONLY. 4. MINIMUM EMBEDMENTAND EDGE DISTANCE SHRUBS AS NOTED IN ANCHORSCHEDULE. MINIMUM EMBEDMENTAND EDGE DISTANCE E)(MDES STUCCO, FOAM, BRICK, AND OTHER WALLFINISHES. S. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MA%IMUMALLDWABLEANCHORSPACING. MA%IMUMALLOWABIESPANS µDPRESSURES INDICATED IN SPAN SCHEDUIE(S) SHALLAPPLY. 6. WHERE EIGSTING E TRUMM IS WOOD FRAMING, E)ILSNNG CONDIDONS MAY VARY. HEW VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 11. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/1' ENGAGEMENT OFTHREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (-SIOEWALIC BOLT•) U.N.O. 12 ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 13. NIL DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED MR DIRECT MOUNT INSTALLATIONS. 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 CONCPEIE SCREWS TO HOLLOW BLOCK OLOAD �- IJICHOR (PSI) 3/4• MN EDGE DIMMCE Bmm CONN C3 Q Up Ta S-0' IYEE tl G CS SoaM CONN CI Q Up T09'-0^ TYPE O Cd CS SwM1S O]NN CL Q Vp Te TPE tl 11'N' �R /`'ST G / i/t' FILD PANEULAT¢ (FEMALE, MALE, OR PLUS) W/ 1-7/P MN EMBED * ® >3 16.0" 16.0' 16.0" 16.D' 16.0^ 36.0' 16.P' I6.P' 16.0. 16.0. 1fi.P 16.0" 12.0" 16. 48 P 16.0' 16.0' 1&P 16.0. 16.P 16.P 10.9' 16.0. 16.0- 16.P 1&P 8.0" 15.9° 62 16.0. 25.5 36.0^ LET I&0° 16.P 8.3- 16.P i&P 33.P 16.P &1" 10.3' 76 P 16.0. 12.6' 16.0^ 1&P 14.9- 16.P 6.T SI.T I6.P 10.1' 1&P 4.9' ).S 90 0' 16.0. 10.5 Ifi.O" 16.0" 11.8" 16.0" 5.6° 8.2` 13.T 1.3° 5.9° 205 IIO IMV .0- .P 16.P 16.0" 8.9° )J' 16.P 14.P 16.0. 14.6" 9A" 8.T I3.]" 4.P 5.9" 11.0- 6.B' 5.8" 11.0" 9.2` 3.5° 3.1° 4.8" 4.1" .:. N 1� o 1/4' NAG SCREVI OR RANGER BOLT WITH I.S MIN 1HRFAD PENEI =N * 4 33 .0. 16.0. 16.0^ I6.P 16.0" 16.0' I&P 11.1. 15.0" 36.0' 16.0' 16D" B2^ I6.0^ 48 .P 16D' 13.T L6.0" 16.0" 16.P 1&P ).5^ 16.0' 16.0- S6.G' 16.P S.S 15.1- 62 .0" 16.P SO.S 16.P 16.P 16.P I6.0' S.A 16.0" 16.W 12.6. 16.P 4.2' 9.6" )6 .0" I6.P 8.6" 16.0' 16.P 14.1" 16.0^ 4.6' 31.1" I6.0' 9.6' 16.P' ]A' ).1^ 90 105 =0 .0" .P 11&' 0' I6.0° IS.0° 16.P ).2. 6.1" 5.3 16.0" 16.0" I4.0- 16.P IS.P 13.8' 11.2° 9.1- ).)^ 16.0- 1S.8^ l29. 3.9" 3.3- 29' 8.4" 6.]° S.6' 13.8- 11.9^ 10.4- ).)' 6.4" S.S 12.9" IO.P B.P 2.9` 2.S 2.2' 5.6^ 4.6^ 3.9"414 WOOD SCREW OR SMS MIN. THREAD ]J 16.P.0" 16.P 16.P 16.0' I&P t&P 15.0° LLS VEX 16.P 16.0- 16.W 83 16.PI.S 48 16.0°.0" 16.0" 11.2. 16.P 16.P I6.0'fi.O' ).8' 1fi.0' i6P 19.T 16.0" 5.>" 12.1"PENEWTION 62 16.0°'W 16'0' SI.P 16.P I6.0" 15.4" 1&O' 5.9^ 12.9- 16.P 10.1. 16.0- 4.i" ).)"]b 36.0".P 16.0' 8.9" 16.0° 16.P 11.4' I&0' 4.B" 8.9^ 13.2° ).A 13.2' 3.S 5.7 16.0^.O" 16.0..P 16.0° I6.0" ).4' 6.3° 1&0. 14.T 1{.P 11)' 9.0. ).3• 14.P l2T 4.0" 3.4' 6.8° Le II.l" 9.5- &2. 5.1' 10.{' BA 3.0" LT' 4.S1Y5 3.T"120 16.0^.8' I6.0- 5.S 13.2" 11.1- 6.2' 10.{" 3.0" 4S B.]° 4.t' ).0' 22" 3.1' 10