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Specifications /3666 S / L/ gr ASHERMAN A — 3151 NE SANDY ava.,Surre 100 ENGINEERING PoR LAND,OR 97232 PH 230-8876 SHERNRM�f4`IENGENGLNEIIifi.C4M Structural Calculations j 1...,Y 1-1 May 14, 2020 M':AAY 2 6 2020 Luu Residence 13665 SW Liden Dr. Tigard, OR 97223 SEI Project# P20-0170 Prepared For: . Rick's Custom FencinL& Decking 4543 SE Tualatin Valley Hwy. Suite A Hillsboro, OR 97123 E � { Subject Sheet No. Plans: S1 Details: D1-D3 Patio Cover: RF1-RF2 Framing: FR1-FR5 Reference material Codes: 2018 IBC Design Loads: Dead load (Floor) - 10 PSF Live load (Floor) - 40 PSF Wind Load - 105 MPH - Exposure B Snow Load - 25 PSF Seismic design category: 1=1,0 Cd=2.5 R=6.S ASHERMAN — 3151 NE SANDY BLVD.SUITE 100 ENGINEERING PORTLAND,OR 97232 , , INC L (-1^TV-n, PHONE(503)230-8876 L , SHERMANENGINEERS.COM EDGER ATTACHEMENT L OF BUILDING Si cY —SLOPE i o 4:12 i p Q $ N.,f! I N 1 ( b" FLAT P N PANEL 2/53.1F > I I A X IN x 0.042 55 3"x 3"x I/4" ALUMII�9JM BEAM NU 14 GA. STL. INSERT 0 I yi - lik DI D3 I CONNECT TO TOP OF DECK 8'-O" r S'-O" / B'-O" PROJECT TITLE: 1 PATIO COVER ALA \ (SHAD)LUU RESIDENCE 5 I SCALE: I/4" = I'-O" SEI PROIECT#: I P20-0170 5-14-20 SHERM.AN 3151 NE SANDY BLVD.SUITE 100 ENGINEERING PORTLAND,OR 97232 ,414.....)•INCTT - u U 503)PHONE( E S OM876 SHERMANE503)2 0-8 (4) I/4' DIA. - 14 TEK SGREINS- (2) EA. SIPE BASE PL I/4'X5-I/2°X2-I/2" W/(4) 3/D"x5' PIA LAG BOLTS THRU PECKING AND INTO _.. SOLID BLKG. EMINNIMEN i EXISTING POST BEAM EXISTING DECK FRAMING CONNECTION " � � r EXISTING POST QOT TO DEG< ATTAGMENT SCALE: NTS PROJECT TITLE: LUU RESIDENCE SEI PROJECT#: P20-0170 5-14-20 • ASHERIVIAN n - 3151 NE SANDY BLVD.SUITE 100 ENGINEERING PORTLAND,OR 97232 INC PHONE(503) 6 SHERMANENGINEERS.COM (2) #" DIAMETER 5D5 LAG SCREW TO EXISTING 511305® 48' O.G. �8 x ' TEK SCREWS EACH 51DE OF HANGER Ib" DURALUM FLAT PAN "i, i. 1ft HANGING RAIL ' EXISTING WALL AND SHEATHING ° PATIO COVER @ EXIST AALL SCALE I" = 1'-0" PROJECT TITLE: LUU RESIDENCE SEI PROJECT#: P20-0170 5-14-20 SHERMAN - 3151 NE SANDY BLVD.SUITE 100 ENGINEERING PORTLAND,OR 97232 PHONE ERMANENGINEERS.COM b" PURAL.UM FLAT PAN (I)1110 TEK5 AT EACH LOW FLUTE BEAM BI3 - •xSx0.042 w/ 14 GA. 5TL. INSERT (4,11)14 x 1/2" S.M.S. (4) #I4 S.MS. EA SIDE U BRAGKET COLUMN PER PLAN ��G� COST/B= M GO1\N. • FLRSK Deck franng SCALE: I" = I'-0" PROJECT TITLE: LUU RESIDENCE SEI PROJECT it. P20-0170 5-14-20 Sherman Englneering. Inc. (503)230-31376 Ph. 3/5/ NE Sandy Blvd. Ste. /00 (503)226-4745 Er J08: LUU RESIDENCE RF I CLIENT: RICKS CUSTOM 3/2G/20I 5 JML PATIO COVER WIN[7: 105mph Exp B Open Structure: ASCE 7-I 6 Sec. 6.5.13 Roof Slope = 4 : 1 2 33.3 degrees Net Design Pressure: P = ep,GCN I = 24.3 P5F G = 0.85 C = 1 .7 velocity pressure: q„ = 0.00256 K,Kz.Kd V2 I = 16.8 PSF V = 105 Kz = 0.7 Kzt = Kd = 0.85 depth Trib length Number of Columns : 6 Column Reaction : = 24.3 x 1 2 24 ) 165 Ibs Dead Load : 5 x 12 24 240 925 1bs Net uplift Minimum ftg size = 2.03 Square x I8" Seismic: CAT. D ASCE 7-16 V = 5ds W = O. I15 W 5°s = 0.65 R = G. Load: Dead Depth Width 5 psf x 12 x 24 ( I .44 kips = 0. I I x I .44 = 0. 17 kips OTCHazards by Location Search Information Address: 13665 SW Liden Or,Portland, OR 97223,USA Vr,nr°OUver 282 ft Coordinates: 45.4315828,-122.8174152 rtland Hrtiyt;ar � Grestiati Elevation: 282 ft Ffc:a. .:tt.a Timestamp: 2020-05-14T20:27:40.540Z 1\k&c Hazard Type: Seismic Reference ASCE7-16 Go ak. Map data 02020 Google Document: Risk Category: II Site Class: 0-default Basic Parameters Name Value Description SS 0.851 MCER ground motion(period=0.2s) St 0.397 MCER ground motion (period=l.0s) SMS 1.021 Site-modified spectral acceleration value SM1 'null Site-modified spectral acceleration value SOS 0.681 Numeric seismic design value at 0.2s SA SD1 *null Numeric seismic design value at 1.0s SA * See Section 11.4.8 Additional Information Name Value Description SDC `null Seismic design category Fa 1.2 Site amplification factor at 0.2s F„ *null Site amplification factor at 1.0s CRS 0.884 Coefficient of risk(0.2s) CR1 0.866 Coefficient of risk(1.Os) PGA 0.389 MCEG peak ground acceleration FPGA 1.211 Site amplification factor at PGA PGAM 0.471 Site modified peak ground acceleration KAIUM. ALLOY 30044438 - ...---(-----\V.--- )11:°"7151 / 0.40' 0.25' / T7 , .r�0.40' 0.8B' 1)1♦ 0.40'.. 0.35' 0.39 11.254 1/.240.1 14251 0.38' o 50 } 4.50' I 3A0' 0.75'/ `0.73' •• ftz, OR &CO' • © 8'OR8'x2-V2'FLAT PAN 3'=t' _, `' - TABLE 1B-FREESTANDING COVERS TABLE 7C-FREESTANONG COVERS MAXIMUM SPAN FOR S x 2-1 2 FLAT PAN MAXIMUM SPAN FOR 8 x 2-1,2 FLAT PM. UAL Tpifj - WINO SPEED AND G QSURE WV. TIC WPW SPEED AN3EJPOSt. E 1M8, 110C 120C 1308 130C - 1f0B 1100 1208 120C 1301 a020 124• 129 -0• 1f4• 11'•6' 104' 0020 -10.10• 10'1• • 10-3 94' 9-T ao24 tretr 14-f_ 1T.P 17.4• 12-r t7-� 0.024 12.1' tt4• 126'- 10r 't0.10 1 0.032 IC-2' 16'-8' W4' 17-0' 46'4' 12 • 10 0.032 144' 18.1' 134• 124' 129 0.040 17-4' 1C-10• 17-0' 184' 1Ci' 16'-0'1, 0.040 iS-T 10.10' ib'-t0• 14'•1• 14'1' i//N 0.020 io-17 70i', 10J' CS' 3-10' SrQA]D 4.1' C•0' 8=9' C•4• 8•t' '0.024 17-7 tr4` 1P-0' 1T•r 11U• 10-7' 20 0.024 10.1' so so. sr 7-90.032 14.7 •1]'•9•• 13'•T 13'-0' 13'1' 17.4• 0.032 10-10• 124' 11•-0• 114'_fl4 0.040 10.4' 10-2'• 17-2' 14'-10' -14.10' 14'J' p.m ire* 12.10• 13-0' 17d• 17i' ace1Q-8' owlOV" 94f 96' 94'25 0.020 C•11' Sr 9/4" 8-2' ' C-3' a. • 12-0• iri8• ii'•7' W47 It'-0' - 1 u, 0.0'A T11' 4-T Rr 7•r o-a is-P 13'-7• 13'-8•i i3=i' 13'.f 1�t' 0.032 1I'-10• 11U' 1Td' 104' 10'-10 / 10-9 15'I' - 14.9 iv., W1• 0.040 17.3' 174' 12-7' 12-3'- 124' / 0.020 2•11' 9•r Sr . 9.2• 94' 11• 0.010 8'4• C-I' 8'-r 7-9• r-t0• 0.024 124' 10-9' 12-0' 104' _10-0•J9-17' ,� 0.o24_ 4•e• 9-r 0-2' p•10 a•1P 0.032_ 13'•r 12'-8' Ira- 124• , t'P 11-10• 0.032 11'-I'-10.8' 104• 10.4' 104• 0.040 14'-9` 144' u-r 14.1' u'•1` 17•r L0.040 12-7' 1ST t?-? 11'.r 124' 0.020 9-1• B'-to• FaO C• s-6' sir 0010 r•8• r-r 7•e• r3' r r `� 4a 0.024 10.2' 9-1a 7' 9-8' 9-3• 40 0.024 C•8• 8.3' ow C-0• 8.1' 1032 - 10-3' 1 104' 7-10' 9.10' 8.8• 0.032 10•r 9-10' 7-10• 7•r 9-r • 7 3'4• 12s 13.0• 191• 17.7' 0.040 10-4' 1rr 1T•2' 104' to-is 0.021 7C 7-7• 74' 74' 74' 7-2' 0.020 94' 84' 74' CJ' 17-3• 0.Q24 04' 9.7• C•7' 8'4' B-4•_ 8-1• 0.024 7 ' T-S' 7-3' 7-1• _7-C 0.032 104' 104' 10.3' 10.1• 19I' 9-9' 0.0 84' 8•T (74` C-5• 04'- a040 1r-10 1Rr 11'-' 1l'•V 11'4' 1r-2' 0.040 0.10' , 9.9 Sr 04' C-T NOT!S FCR DEQD A1T4 1-Mt•Blltt ATTACt8AE1 IS-FASTENER SCHEDULE-SEE TABLE 4 FOR LEGEND skits OR'MK SCREW Al TEKS OR SMS TO SUPPORTING SEAMS AND WALL HANGERS IN EVERY LOW FLUTE 2-88t' 4U41 ATM owe I10 was OR 1EK SCREV 3-IN ADDITION TO T*E i tGERS AND 3x8 ROLL FORMED EXTRUDED AND 3 W/STEEL INSERT BEAMS WNWVV TABLES 2A1434. 032.83 84,85,88.87,88.813.814.815.We) <-TABLES 3 AND 4 AND (Ell 81 N E NOT USED AS (SCREW INSTALLED INSTEEL INSE IrasTALL RT) aDlA AT THE ern WIND SPEED AND EXPOSURE MO VMD SPEED ANO I'JO'O011PE e•WiENATTACi1td31C EIMER 1.4011.09ER CP 114 110C 120E 1200 1308 130C Wn1i1 11013 1100 120E 1200 1308 1340 A A - B B - 8 S A A A A A A TAE B B B 8 8 8' A A ` A A A A 8 B B ' 8 8 7 A A A A A 8 ' 8 B B , C , C V A A A ' 8 A 8 B 8 C C C 9 A A A B a B I B B C C ' a 10 A 8 B B 8 8 8 C C C _ C C If A B 8 B B 8 12 C C C 13 D 12 8 8 8 B 8 8 ATTACHED & FREESTANDING -25 PSFLOAD - EXP. B • SNOW OR LIVE LOAD - 120 MPH & 81 e.5"a0 LF0RM 82 MAO SEAM 83 4'48EAA1 O 4.r UAO 1:541TTER 85 12 OA8RV CHANNEL O 7'FBEA12 ATTACHED FREESTANDING ATTACHED ' MESSTINT043 ATTACHED PtEESTMWIO ATIAOIED PMEEa10k0iN° ATYPCED FmESWCIN0 ATTAOED FIEESTANON° MAX MAX I MAX MAX ' MAX MAX WAX _ MAX-• ANA _ MAX _ MAX MAX HU Yl l MN 0151 Nr11D POST FW PMT POST Fre ox PWT Pto post POET Fro ip 2104 o1T POET Fro pow POST FM Im POST FTO i�T POST PTO Posy POST PTO Pear POST FIGnor POOT PTO ea MN sy POET PTO peer alp SPADERTI 14112 gypE SPADING OM TMga SPACING MO SPAC71O rM T�.pE(PAd7O (W wpe SPACE.] MIR ME BPACEJO P4 TgE EPAGq INT NPE PS TYPEOPPICST° PM TTPEWIMP° " rem TPPE (SPAM TOWS DEPARTWANT (SPAN) (SPAW (SPAN11 WAX (appal pspAu (SPAN, 8+A,E or Tr Tr a a a OW �9 1Pr a' tr-ta ra *{' m • I0il $ TY-' rE me 7E ow (rr it ass ay a CI (3.• 21 CT at* ,b C' "F$-"1"p- Cl 11'Y 21 C' a p �• 20 C' ce-r 22 w 11 ' 2/ C' atr 1i - Sr"' d 1rd a d r 1 a rr a Oa SW if x a3t Taw x Tax- ` C2 I10r4 10 cr rr ' a DT Tae 7+I ar iry a p tva' '1 p a:r 23 G IT 34 d T_.t 'B 2_, cr t ' µ ____ J 1'�+ iLl �i A_. iilet.r iE:21 Lr:FE7F7 .t1l_ XliE;7__,i:3:�E1 r.r 24 A 3a 1 -NY 20 E-T Mr a ids. a,-a- f 130c re at C'_ Tr a O7 -'�'�'1r ct r-r 22 C2 Ie-r C2 rx 'x 07 rw 2f c' r 2a c' r� 22 rr a" a Irx V `� IOW' aF d ✓ 1303 N' NI 7r p `Tr a r-- 2E"— rr 3 it '" r3' a i7' Yr __?j' 3a d' r SI Iry 2/ s 22 Oac -rr 31 C/ Fr "'$ C7 rr 2f C2 E-m- 2a - liCll` 22 Cl rr 20 Cr r X - .ate C' -7�iP 21 Cl re Ta 1 CT 1sr 27 co t e Sa CO ✓ Ma Ulit IS C2 73• p OT F,T' 10 Ix -ir - d 1W ID ... fir 31 22 'JD p sP 3i Cr rr 21 'CO {fir 31 Cr 13.Or 21 d aQ' 9 at, ,__133C rr 22 -38-3i' .1-'9W""$" '�'-` 1- -Tig-- � 'Sr rr a "'Rt""}T x 31 wr 2a law 30 Ir lap .r 4o . Or IS C2 rr m CT rr 2/ m rr a Cl s+r I- C2 rr Si p rr zi " 32 trr $ d ,7cir 3r eit I 0 14• 22 u -'.53- CT rr a r-r •as rr 2i rd` 31 rJ' 20 rr 31 -TIP-`'Yr i s. IP 2C 02 Cl 22 Cl. 21 r7 T1r 21 d r} a es `no. 20 Cr Tr 32 at r.r 2( re I ME' 2f ire 5f 3' Y'N' - Sr 16 `rr `26 rr a d Nir 23 TM' �1 rr i/ co Tr 121 Cr 5Yd" +la Ca 12r 3? Otl i2 S- rb 70 44- at r.it ��66 rr 31 1r 21 r-tte W rar a fl3' 32 7r a rr 1W 2a Irr s 1 c a°e m CS Or Di CT MTV 23 C2 -g4 21 "" rr 24 Cr rr a cE rr 24 CS P5' a CT PA' ,'N Cd '-f'�32' co 12r is " Rd' a G+1 1 of WERT 0 a"MEAN Vat OBL2MS$x04{2ID DEL 2%O-S XO.O32 BTi 3XB X0.042 DBL3 Xa XO.O42 ATTCHE° rXE6STArl 4O ATTACHED FISESWW ED ai ATTAOIED _ oneuri NCao3 ATTACHES FIEEOTANUN3 ATTACH ' ATTACHED ATTACO PAXESLWOND ' TmS YAW peer Fie MAX MAX MAX VAX 134X 31AX WI POST Fro I1M POST FIRS NE POST PTO aN POST PTO MM POST PTPOSIO N VAX MAX MAX W POST FIO 1 POST FTO wnw,WN POST PTO MiM POST F70't' POST FTO NW POST PTO AiN WIDTH FJP SPACW3 OM POSB SPA2142 (SO T SPASM TX'-""''SpAGp Pp TYPE 3PA0012 1T'-0 TYPE SPAOiq lr0 MPS 1PAC33D Ira"el SPAdq Op SPAd3O MO C.6r SPAOHO 0M TYPE ttpT 0PACrp 010 3PAcife PTYPEM TPOST YPE *PAH (BPAM WPAM (SPAN) WAX (SPATS (OPAlS ($PAN) (SPAN) (VAX i (SAM (SPAN) 3. ;$E 32'' x CO 214' 24 CS X-1r 24 CO 23a' 3Y d 1Yr a Ci 1l-Y 36 d rt -It O� 1r-W' a p 341' It CI 11'e 20 d W-r 2O e2 Irr 31 « i2So 2?r 2$ 2dr' >t 24W y 22e M irr 21 rr 20 ire' 2S `- rr'�� tee 20 12.1(0 2i "w.V 33 ✓ i C SIS 21ETVS a d W 'lx-' d u'6 m d MI co ie ICrr 33 C2 " trr-r too CT r-a• is rtr a 01 Ytr s CT ow i20 CI ;e' m - 122.1' 32 CC22 E' 01 - T 120C 2rr 2a Ca *4' aO CO ar p CS 20-P a all pr a 02 -in---31- c7 rx 21 C' '7F"-'2" CT 'S Cl -9'aa'—fr 47 1iLr 21 C' 12W 22 Cr ✓ 'a0Y Ir3r 20 rA M V caa 2M1Y 26 Cl 20w a3 Cia re a) Cr 1P.T 22 d Pa' le Cl 114' 30 CT r$ 14 CT 7e CT *S-r 21 d 12r 23 d 120c We a Me 3r Ire >d lee x rr 23 r-tr r-r a "—a '$" rb' 21 OW 2Y Mir 33 y Siva—a, X tr.e- a 2rr a COirk' a cal17- a ('e rr a Cr r-to' a C2 ra 2a Cr rr is C2 sm.. 31 CT rd 21 CO a-a, 3/ ca. a rr Y7 C11 ow. K A( a rr 32 d rr 22 -Fx-'!r eq. 22 N2' 20 re a 11 Itl el 27 d 128 21 c„ T13- Co ,_tri' 3) C1j 7r 20 Ca r3' 23 CO gr a" R r$ 31 CT re a O2 *7 31 Ly r-17 21 d iiw• x d tppO 141r 20 -))ice`ia' -'lFS-'"2f" �:f$- rr 23 L'7. -aC7+----g' 7-r 3i" '�br"-g- -�+JCF-3T rr �3 taa• 31 III- 1100 IOW a 06 air a 011 Ira' 05 a-r a6 cn 7r' ii CO i=N` 3� CO P.Rr 16 re SI Cr 7A' 10 C2 tr 31 Cr rr �3 d lr-r 31 Cr —f1.72 �'r 21 "S rr El `Px-X -4:17? -" T-ii'_ ` e--I tar a 17 12W 15W -2T cc aaf a CI, trr a d rAr 1�Caa 1`2' `if d r-r -33 CO Ow TO 02 -1' Cl Sr 11r C2 AN' 32 CT rr a co 1r-A' a CS 1200 Tr-T 31 me SO cAr a 17r 63 21 04' 22. 24' a rr' 21 Da rr 23 rr 21 CO 7--NO• 24 • rr- 31 I ' ' 3 2OXA SDTL MEAT" ' DBDi.B1i0A 8TL raERT '' DOL.12 GA Sri P(28WI ERa' STAKIpNO *MS ATTACHED PXSTevora . MAX MAX ALAX MAX MAX MAX 61AX MAX TAM W11M POST PTO fief POST MIN POW Fro ttS POST FIG MN MNP1O MNPeer PIO ' POST PTO 1W POST Pro NW WON) PJP SPAC01O POST POST POST POST POST POST POST POST 0M Tow OPAO M m'E EPA= R0 rME MONO 0W aYPE SPACIHO 1a0 NpE EPACSAT 0M Type SPACat0 r0 TYPE SPACH3 OIa TYPE 2p0 OMANI (SPAN) , (SMM WAX 4PAW (SPATS (SPA'S (SPAT r TVS 1nr 22 62 tart' SI er IOW 34' WV 2( Cl IMP a Cr tsar 2a Ce 2r i• CO736f I" 22-to- 211 Ca 61 d ✓ '2oC 1--r 20 d TTO-T 1 3ai C7 tow "24 C3 1tar'�-0r3' 32 O03 ' T CT are' 23 " trr 54 attr a, O3 ca 7 MIT trip ' Ce 17Y a Cl ire a d 13S" wi Cr it 2211 m the 35 Ca It 11 CS Nfi' a CI -„-b't r 12D II't2' 24 CO St u 12- 2ae C6 1 iaxar' 34 C° ITrir M v 'Y HAW SiN) Co *Or' ar CO it-fig--- - cal a 120e ow 22 ... 1,r 12.4' 23 p 12'l -$1 C7 Is,P 24 d Ir.Tr ci, VA' 21 CO iTi' H Ci/1200 la-r 23 Tar 33 inr ,34 1rie p -1rr-'-'8►' fr TX tour a Wr 54 d 1Yr 23 taw 36 CO MA' 96 Cl ' x CHMr d ISO' 24 at EN NM THE PAT*COVER MaMTALLED ON A WAD ON OR4OE r /� 1200 f0e as 123' a Iva 34' a l tar 21 Iry a �3—i8 Ia-r 37 45Or7EN139.APPYGTX2M°NY),THE MAAMWI POST 3PAdg5S ,,. i206 Cl ' 'm 1r3' 3/ Irr 2s ir-Y es 1r-P 23 1Sa' r 1SW 2P ar X THE LOWEST OFSE'MAX POST SPACaW(SPAHT SHOWN MOVE AM 1200 ar 21 a —3F a 10W t7 CS 1�-'•$• d ate Oa d, cis d ON I '-fF-16'""9' THE MAIIMUM POSTVPACEEDS MOAN ON OETML MOTs tz ape re-33 a Par >6 OW ,>r d tow ' 31 d a ter ii cN d far 31 ci' pc rr 31 40 24 CI rtAP tar 64 7•+e a Ir•r 3? a1P -frSr'3e R O ALUM. ALLOY 3004-HOG STEEL 'Y ;.,,_.�F El. ASDA A653-SS CRAPE SD SJ 12�" �YUY. ALLOY 3004-HOG STEEL AS1Y A653-SS GRADE 50 C60 r.. AI� IIALUMINUMBEARSr.,...,...._ ,I 1 AtI At CONTINUOUSEL INSERT ... /t o 14 DA 11( PER B14/- TYP. ( pp}Ory( = STEEL INSERT D U R A L U F / 2485 RAILROAD S icC' b oO 1-.. l CORONA,CA 928E 0.042' 951.738A500 1 • l3.�' 4.D00 j 3.000' k j2.824' MAX. 3.000. CDDBt3x8x0042' \ ( 3x8'x0.042' i w/ 12 GA STL INSERT 3%4-o' 813 w/14 GA STL INSERT 3%,1'-0' ALLOY.30044136 (..,.,...-.\\ r"/.\,, 1A1 A653-SS GRADE 30 G60 FAN BEAM FT , �ENINNT _J_ $ ( MISSION VI28030 REJO,CA 92E LONG SUITE 2 illin a 849.305.1150 I FAX 949.305 1 EDGER1 flow :KW 1// 1 .z. AHI APPROVAL 8EAMfHEADER l. _. - _ 7Ar.11NE7lT 8T BEAVA{EAOER 2,824' r1 SECTION 3 000' 1 ALE: 3' - 1'-0° l_/ SCALE: J' • 1-O' (2)/12 5MS, FAR B4 3 x 8'x 0.042' / To GUTTER w/12 GA STL INSERT 3'=r-0" FAA 11rAu • 11 , t t. 3xS A./ 1L- CAA . STL . 1 \5ERT — 1.2290 -0.6410 L1 G{L Pk,/SY t."i'S l'n,hsS (PR e P 4.3940 Ca.> 4:1) LI I n 7.8750 OG- 3 0.5420 C1-1-e-G r( �3 Sfi 2,8240- L'OYacf) = 2 �i ?St) \\l r ' B v j t��J G,E At- 4.000• 3D 00' p. 0442` * - 2.000' 3.000• 2.000' ROM SEE TABLE 1 ON LI.x FOR APPLICATION OF THIS OETAR. H89 4 x 4 x 9/161 GO7 H83 3 x 3 x 3/16CO OA42'SIDE PLATES 3'a1'-0' 3•w1'-Cr t i ASIM MOD woe a I 1ASIM A500 GRADE a 1ALUM. ALLOY 4063-T6 " '. '-' ''....------------,in ra 11uiiWZINW) 0250' i i ' Sa dam° . (- j 0.250' i�x' r % 4 TO" ,,,_,,,_,,,J. !4 ,,,_,,,� , 3.000• ' ate• 1 I 4.000' f 1 • fT$5 ACCEPTABLE TO COVER THIS COLUMN SECTION(FULL HEIC!F{{�� BY IT SECTION CI FOR AESTHE1tCAL PURPOSES. NO FASTENERS ARE REQUiREO. SEC I SLEEVE SHALL EXTEND FROU THE FOUNDATION TO THE UNDERSIDE OF SLE THE BEAM/COLUMN CONHECIION. THE ' 0H883x3x6/t6 0H8S3x8xV4 03' MAQPOST /— n,.._ <'"1. JJ f ASTM A500 GRADE B jSTTEL A653 GRADE 50 cm] I 1.5OO 7...Il////i/ • OA46 - .. ,Acie ,y _ R0.125 j4 TYP. 1,_`