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<br />AC/ACE/LPCZ/LCE Post Caps
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<br />The lCE4's universal design provides high capacity while eliminatIng tile need for rights and
<br />lens~ For use with 4x or 6x lumber, lPCZ-AilJustable design allows greater connecllon versatility.
<br />MATERIAL: lCE4-20 gauge; AC, ACE,lPG4Z-18 gauge; lPC6Z-16 gauge
<br />FINISH: Galvanized, Some products available In ZMAX8 coating and stainless steel;
<br />see Corrosion Information, page 18-19.
<br />INSTALLATION: . Use all specified fasteners, See General Notes,
<br />. Install all models In paIrs. lPCZ-2W beams may be used If 1 Odx1 W nails are
<br />substituted for 10d commons,
<br />CODES: See page 20 for Code Reference Key Chart.
<br />. TIllIS, producIs ani avallabl, wlYh arJdl/lonal corrosion prolecllon. Addl/lonal products on
<br />Ihls page mayalso be available with Ihls option, chICk wIth Simpson Slrong'TI8 for delaDs.
<br />.. ThBS~ producls ara approV8d for Ins/allalion W/lh ths Slroll{l-Or/ve SO Structural-
<br />,.. Conneclor screw. 88e pe{/8 30 for Ihs corrcGI subslitullon snd SO screw slz8.
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<br />~:~l Illmenslo~ Tolal No, Allowa~1e loads Coda
<br /> f.,le~er. (160)1 Ref.
<br />W. :'L. ~eani Posl Uplill Lateral
<br />AC4 (MInI 3tl. 6li 8-16<1 8-16d 1430 715 112, l4, F11
<br />AC4 (MaxI 3tl. 6li 14-16d 14-16d 2500 1070
<br />.NWl Mlo 4 7 6-16d 8-16d 1430 715 112, F11
<br />. AC4A MaxI. 4 7 14-16<1 14-16d 2500 1070
<br />ACE4 MinI - 4li 6-16d 6-16d .1070 715 112,l4,F11
<br />ACE4 Max' - 4li 10:1lid 1o-16d 1785 1070
<br />,( r.F4 - 5% 14-161:1 Cfo-16i1":l 1905' 1425 IPl l1B(P.15_\160
<br />:AC61Mlnl 5th 8',1 6:uid 8"'6d 1430. 715 -
<br />AC6IMaxl .5% i1t,4 I 04;tSd) (f.l.111d) 250ll 1070 112,l4@)
<br />AC6R :Mln 6 9 6-161:1 H6d 143ll 715 112, F11
<br />AC6R Max 6 9 14-16d 14-16d 2500 1070
<br />ACES. Mlnl - 6li 6-16d 6.16d 107ll 715
<br />. ACE6 May' 6li '0-1611 lo-16d 1785 1070 112,l4€)
<br />lPG4Z 3". 3',1 6-1M 8.1Od 760 325
<br />(lPG6l) 511. 5li 8-10d) 8-1Od> 915 490
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<br />" Allowable loads havs been i1creased lor wind
<br />or earlhquake with no lurlher Incroasa slowed;
<br />reduce whers other loads QOV8m,
<br />2, loads apply only when used In palm,
<br />3, lPCZ laleral load Is In the dlnlcUon parallel
<br />to Ihe beam.
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<br />TyplcallCE4
<br />Corner Inslallation
<br />(Sss nots 7)
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<br />4, MIIII nailIng quantity and load values-iil all round holes;
<br />MAX nailing quanmles and load valuas-liU round and ltlangle holes,
<br />5. Uplillloads do not apply to splice conditions.
<br />6. Spliced conditions must be detailed by the Designer to
<br />!ransler tension loads betwetn spliced members by means
<br />other than the post cap.
<br />
<br />7. lGE4 upllllload lor mllered COlll8r conditionS Is
<br />985 Ibs, (DF/SP) or 845Ibs. (SPF).
<br />8. StrucllJral composllelumber columns have sides that show
<br />either the wide face or the edges of the lumber strands!
<br />veneers. Values In the tables reflecllnslalla1ion Inlo Ihe
<br />wide face. See technical bulletin T-SCLGOLUMN lor values
<br />on Ihe narrow face {edge} (see page 215 tor detallsl.
<br />9, NAilS: 16<1 ~ 0.162 dla,x3li'loog, 10d g O,148'dla.x 3'
<br />long. SBB pagB 24-25 for other naY sizes aod Informatlon.
<br />
<br />PC/EPC Pnst Caps
<br />
<br />PC and EPC caps provide a custom connection for post-beam
<br />combInations al medium daslgn loads,
<br />MATERIAL: PG-12 gauge; PC-16-16 gauge
<br />FINISH: Galvanized. Some products available In ZMAX coating;
<br />see Corrosion Information, page 18-19.
<br />INSTALLATION: . Use all specIfied fasteners; sea General Notes.
<br />. Do not Install bolls Into pilot holes,
<br />OPTIONS:. For end conditions, specify EPG post caps, providing
<br />dimensions are In accordance with table; see llIuslratlon,
<br />. Some PC and EPC models are available In rough sizes.
<br />. For heavy duty applications, see CG and CCO series,
<br />CODES: See page 20 for Code Reference Key Chart, F1aroe
<br />
<br />. These producls are avaIlable wllh add/llonal corrosIon protrJGllon. Additional producls on
<br />Ihls pa(J/J may elso b~ available with !hIs option, ch,ck with Simpson Strong.no for de/ails.
<br />... ThIlSB producls are approved for Installation with Iha Strong-Drive SO SlrUGIUral.
<br />r Connec/or straw, See pags 30 for the corrOGt subslltutlon and SD scrow size.
<br />
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<br /> , Dlmensloos Fa$leneri'&!c~ Sldo Allowable ~oad.
<br />Modll MIn. Su.rociii Upllll PC/EPC .lale,a'" Code
<br />No, Posl \Ill W2 II l2 l3 Beam Beam PC EPC ReI.
<br />SlZii Post Flange Flange (1601
<br /> Flange PC EPC (16~) (160)
<br />PC44-16 4x4 3%l 3~. 2~ 11 7~. 4-16d 6-16d 4-16<1 1000 925 1000
<br />PC44 4x4 30/.. 3~. 2% 11 7~. 4-16d 6-16d 4-16d 1700 925 1070
<br />PC46-16 4x6 3%. 5li 2% 13 91A 4-16<1 6-16d 4-16d 1000 925 1000
<br />PC46 4x6 3",. 5li 2~ 13 914 4-1M 6-16d 4.16d 1700. 925 1070
<br />PC48-16 4xl1 30/,. 7li ~ 15 1114 4-16d 6-16d 6-16<1 1000 1475 1285
<br />PC48 4xl1 30/.. 7li 2% 15 1114 4-16d 8-16d 6-16<1 1700 2075 1610 112,
<br />PC64.16 4x6 5li 3tf. W.. 11 7% 4-16d 6-16d 4-16d 1000 . 925 1000
<br />I!C64. 4K6 5li 3tf. 4%. 11 7% 4-16<1 6-16d 4-16d 1700 92S 1070 l4,
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<br />PC66-16 6K6 5li 5~ 40/.. 13 914 4-16d 6-16d 6-16d 1000 925 1285
<br />PC66 6x6 5li 5~ 4~ 13 914 4-16d 6-16d 6-16d 1700 92S 1610
<br />PG68 6x8 Sli 7~ 4%. 15 1114 4-16d 8-16d 6-16d 1700 2075 1610
<br />PG84 4x8 7li 3~. 6~. 11 7% 4-16d 6-161:1 6-16d 1700 925 1610
<br />PC66 Ilx8. 7\i 5~ 6%. 13 914 4-16d 6.16d 6-16d 1700 925 1610
<br />PG88 6x8 7\i 7li 6%l 15 1114 4.16d 8.16d 6-16d 1700 2075 1610
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<br />Typical EPC
<br />End Post Cap
<br />Installallon
<br />
<br />" Allowable loada hav8 beeo Increased for wind or
<br />earthquake with no further locrease allowed; reduce
<br />where other loads govern,
<br />2. lateral loads are In the direclfon parallel to Ihe beam.
<br />3. Allowable loads ara for nails only.
<br />4, Uplilt loads do not apply 10 splice conditions.
<br />5. SpRcell conditions must ba detailed by the Designer
<br />to traosfer lenslon loads betweeo spliced members
<br />by means other Ihan ths post cap.
<br />6. Structural composite lumber columns have sldas that show
<br />either Ihe wlde face or the edges of the lumber strands!
<br />veneelS. values In the lables ratlect Installalfon 1010 lI1e wIde
<br />facs, See techolcal bulletin T-SClCOLUMN for values on
<br />lI1e narrow face (edge) (soe page 215 forde/ails).
<br />7, NAllS: 16d ~ 0,162' dla. x 3li' loog. Sea page
<br />24-25 for other nail sizes and Information.
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<br />65
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