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Plans (43) j(% -/L S tTJ ?°7 ,f4L .t�._f'.+rw'...�ti�4l .: .Mw�"!. S:�s:i..� - C'i.P"�Sa_ -WJE.._ �.2. _� "!�'i _"1r'Tom-�i ...___Gr•_5��--a\��..-S3PT�i"w�'.��f!.:f?.5.:��::�.T':Y:_.. ':.FP'G -. �i;:w 1vc..��•�.y.-'—T,—l� .a.< - ._r �- 1 - ..r Imo. � � ms's+ .. ,. 4.;':>.,._ • MAY 1 2014 L '. =i1 � • CITY OF Tk Akli BUILDING DIVISION Y.4:4.0 1e—"• —24 •r TAAcr r �OFt= tttiALitRir 4IR) :off ./.5.0c;i / s 1 =>w-z o / 4= a, f sem. _ g ar j S --,. ,2..,.i71,r%.1 a :4,j .. / . 1 1u 0r3 co.7 tz / r j / i t v f.4 l jjf . . �, 47) t jay; �- t Sa Cz:SCAr .Prlor%; TH moor So..:ri+ twgSZ'ERc. i' 5,7 15' o r t-0r .3B J OE R r...er • • E S Tom;TES • •<` ' "r c7- o ....y. •• • 51/ /14 6a...._ 2.,..r.„..,„..„0 L e ..t. (,,,.,_ 2(-..,' .b.6....4Q-64.- tii S T,07-U'4-1- CYTS CEJ I t dirfr pe, SAY I2014 -- Lbs, 0r ttlrre01Nc1IGoo ce Structural DRAWINGS IvIsoN ( 1O) GRASSMUECK RESIDENCE o - _— __. — ---- � 5�, �.--�. _ _ ��! NEW DOUBLE DECK REBUILD �-.~ Tigard, Oregon Slater Construction — Client / Contractor = p 0 PT2x8 � 16 `1 0. 0(c.- ------) . ‘.) 41) h / CD ,- DESIGN LOADS: S Pi_ �gM _ mi �M ,. Floor Load = 50 psf (40 psf LL) .r , Wind: 95 mph Exposure B Y f �` Seismic: Ss = 1.0 ' ' —cJ P. T. 4-x ?•T 6 x“ Max Soil Bearing Pressure = 1500 psf POSTA �•o �x(o P a sT. Li @ :tr41 .7" . 40 PROF4k. ✓G�Y22��9� l 0 0 �, �,c . UPPER DECK FRAMING PLAN : I 8: c2 -11—tomI 13m =- p•-r. '{-XtO 1-16M- F=(12- *2 Job No. 6335 TIM COVERT P.E. STRUCTURAL ENGINEER 1750 SW Skyline Blvd Rm 221 Portland, Oregon 97221 Phone: (503) 228-0426 Tim Covert P.E. Structural Engineer 1750 SW Skyline Blvd #221 1 Portland, Oregon 97221 . 4 tt (0 � 3 ti IMPSoK1 " 0uc4aHiV Ty Pc c, - - 1 E- - -To-_ ouce cot,.,_c ,cZ Go fJ : N, l` ltoUSE ADD r-RoiA Upper. ______Af......________. \9 0 c-NI ),...4- • , f, ), 0 FT- cf.-g- 2---. re LWIE Of Fasten decking to deck joists (DJ)w/ LL . YP` _ A jou . (2) 16d corn nails / Q-- or (2) #10 x 3" deck �M` l _ 195iM M . screws at 3" c-c at • x_ - —= all deck joists. Typ. P.T. @3 P.T et. cx el, p7- . 8 _pct -- , i>'<1 � c3 " y T?e 1 ..„ . \ 1 7///1 /77t [//// \ Lt 1 1 LOWER DECK FRAMING PLAN : 4 BM = P.T 41- x t o {-hep - #Z A . 'los-csID 0 do 1).-17 25c 8 @. f& a`j(G C" Simpson "LUS28" hangers, typical. (4) 10d nails into each joist. (6) #9 x 2-1/2" Li wood screws AO PROF.r. t into the house , � ' as shown �9381 .,�i, NO LEDGER! �_ Tim Covert P.E. - Structural Engineer ,,,OREGON A 1750 SW Skyline Blvd #221 , '60'22,.\ 2 Portland, Oregon 97221 ��1�, ' ESP#RES: • --c-0ou.s� Gotisk cc-to Lot, (Z- POST= fi3�A fl Si b (111 OAØ f-}'D U,SEAD D t—�'c,o/ (,oU. U Co�..)T p u ti - {fT. Z.,.< - C �? Dem- P.-r-- 4- x & POsT ________4..._ fir" / , a U" -J , Fasten decking to /,/ deck joists (DJ) 'vi —` 2 16d corn nails //,. ,/ EA M . or (2) #10 x 3" deck / '. screws at3" c-cat �` c' ;" � 11 all deck joists. T,p. / , / j>.< i f___ _____ ___ ___ 4, 1lk g -L" ,4_/-72-3 - 77// V7//1VI ]1., ____ 1 ba l-�s . cr ��' 'rc- e , / , / , / „ c7....( 7/ " _ p.-� 2x S . �- [ arc.. N (s) I __. t -4.11 - , . Simpson "LUS28" — Note: At Special hanger \ hangers, typical. (Simpson "HUC412max") -- -44110d nails into — — — — -- rt iJ (10) 10d nails into each joist. PT CRIPPbe x4- ._.-- , ,j 6 °. P.T. 4x12 edge bm. and (6) #9 x 24/2" (18) #10 x 2-1/2" wood \ wood screws POST ("i / screws into the house into the house cJ Io'& 714-1(e--U _ (as shown) NO LEDGER! (as shown) 4 / . 1/{/i/ . NO LEDGER! >. .CT�PR #L -. (3o(._T 5 63 32 a k r ,.� 321 Tim Covert P.E. -- Structural Engineer 1750 SW Skyline Blvd #221 `'‘}`22 A•cb Portland, Oregon 97221 -4�'0O\J • � po rr Po s-r • Fô s — lU. GvrdtUe.G-rokdil5 DST- 13EAP GvKli6e. cb s k,PsaP S«'tP5a.A " epc4-c- ti " pGL ti Pos-r_ cpcf pd-r. 4-xio Pos-�- cA-12 1.-Fec-xto 7 1.T4xto• ? I , .0. . . 0 , o i _,.. _ _ __ ............._ _ ___ 1 )—– — 1- 10.-r: )( (l. - Pos-r ( Pos )-r. f 5 Vz" , . ! / : OPROP4fr,- -:‘\i` _ Tim Covert P.E. 0 . ,. -Z:-- - oREeeN i\ 0 Structural Engineer {��''`92_ 0 coNfe. ,c� 1750 SW Skyline Blvd #221 -- - S4 Portland, Oregon 97221 _- 9 Po f'ôsr- 4M & 1 E c- w 3, i 5-r-- 13vut Scc-R. b K.1 : P? - DeGK. _ D let____ (2u s Ft Psa " ,pc�� I � • /�,v__,.. tvz//,fl v - WL./G_/, {,.. ---, -f ///-i . moo Nett-S "CP. )c._ 1 7 slMpso� e (0 p.- x8 F.--r. 0 o 4--uu . Z'c a;. I ( PT- 2x8 - P-�- �x� C P.—t� C. x� SAC�r-rz.) Iv Posit - 5V2.(% s 0 - , 4 - 4 . - 'TuRi -, ' 44'. F. . _ 44 9381 Tim Covert P.E. 411 -6,_ Structural Engineer ;a, OREGON. '1750 SW Skyline Blvd #221 C,�)"22,,��'1 Portland, Oregon 9722141p " o-s .• ' S 5 EXPIRES. : el .. sz p• Q 00-1-To ox_ s--civ .,2 ��r 6 oJCI XYZ_ OyT�i (-- S �-t arJ T.. .. STt fa, FTy - x ( sr-raw s Note: (2) P.T. 3x6's may be used in place 7 Note: (2) P.T. 3x6's of the P.T. 3x12 treads. may be used in place of the P.T. 3x12 treads. 9NtVS0 a6 uHue el-( 0r'IIxr Igillifilli .._.11411011ok.� T " ALl- GOT SCJ fZ--PAC. S ,CITZ.I kJ 4-€Yz-- 1+At46aez,si 10.111114111r1Mal EYP N. cn 1 S-i-f►.aqs o • l 00-r4 StyeS, N 1 011111r1141110 --t ' p.-r. 3 x t2 d .. O 4 is � Tze-as. TOP o f U) 'NP. r cum I 13 l211 /� /� CD Simpson "HL35" Heavy Angle l w/ (2) 1/2" dia. x 34/2" lag bolts into each stringer J.. w/ (2) '/2" dia. x 3-3/4" "Wedge All" expansion bolts W 3 into concrete . Embed 2-1/4" (minimum. 0 S1Nt?so)\ RTA to 4_ - - • AK\Gc-6s , `WP. t....,, ,. . �;,., (i) Tim Covert P.E. y ' Structural Engineer epee' 1750 SW Skyline Blvd #221 �s1Y22,\" I Portland, Oregon 97221 X414 co\i ,?:‘\ . S6 .... G (( ARPRAL.- 'OS-r- 13ASG DE-T'AI (, : 6.UP DRA(L, 120s-T@ s- tt l cf erz, ; - 4/ , P.'1 4164, pos• a -"-D" (k ) o/c. J + poST's t.=•• e 'Lc'', M SI M pso rs A -- ,, tax o!4-.. CAVY « D-r-r2.. WA1/454 h:T 44- (2- S 1ct 2.• 14DSD -P0013 q Y * «p•1 STiat 4 - w ..... / 92t1 4 tQL. - % Note: (2) P.T. 3x6's .)(`I ` ~ _ ` 1 may be used in place N` E of the P.T. 3x12 treads. II ---ti:J/ 4- ... 4 12, ' , -- RT. 2x8 @ l6 ot'� _ - --� .. -f. Li 1 —I St nt'sar� TA-( J OK pT. 2x•8 L__. _ - � _ . soLi D t Lac-Kt�4) w ` w( (el) 6tzews r13-co. Q • STD ( I 51 -t►gig 1 I— cts 7-O LLI CuASI40L . '/z" dia. x 7" lag bolts (3).599-6(JS 0 top and bottom. i -W' .-0. Plate washer (top): PL 'A" x 2-1/2" sq. J . MINIM Std washers below. I g I C) - (-} A\)? WASi4 612 : F Y4-x 2 1/2,454)- rere M a Tim Covert P.E. Structural Engineer '.1 1750 SW Skyline Blvd #2217 Portland, Oregon 97221 Ty?t cAs-L:. C v --3 (c, 0,000 D) Material: Western Cedar No.1 or P.T. Hem Fir. No.2 • ll GvPia reP CL- ?ns—c- �`rPd 1— ' boGr--.. S. 100--"2egimill..11,1211 • II 12u0x'6_ a,„---- ef-xQ- Pos7s @ -4-Svc % � te-. ,5=r (4)S. gy0isataY,) JAcks - o(c . 7 i .ChI MIS � l r T ( I/2x (/4._ ( ] N ► 1 l gA LU S'� S % • H --- 'I A . . @5 ofG. + = -- o N. ' • r SIM(t-+Kr2, Po R- J - P.'7= 4f-X(2- BM. '/2" dia. x 7" lag bolts Q top and bottom. ~ Plate washer (top): PL '/4" x 2-1/2" sq. W Std washers below. Q [7� WA L.K.-14- ti , 4, ,,,, ,...„ ce ____s. 1 , 4... „ - :, 4 _ „. ,, ,,,,,. , , _.. ., . 9381 ' ,..r--7. . �✓ Tim Covert P.E. �,�`�' Structural Engineer I 1750 SW Skyline Blvd #221 S $ Portland, Oregon 97221 €�tt : = 3 jp( c-("co Y a)- cAp ( {tor-6c%) - -ro - p o sr (b) d,US-re)U -.-ro -- V --; 2-A-C C-6 : • Z(‘'. 1000._.vii-7111 tl 101171111'11.1 °1 Pi -al . SEC-1-1 04 : 4t( 0 K 2 Y2" i • siRPsou 4_L-13_La:.. --rez-7-1-1"- __. c&)0DQ64,4sciz,e,w ���( �� 0b� RA-1,u5-T eat, P. . -Sloes w/ `2.) 4-x4- . ilit f O a . IV-2.. ' sa-v Pso►a . i\IAiL-5 e_ -.A. q* (TYP•) , . LQ5r�2.$ ( ,Y4- « X- ( (Is" 2x @ "o(G . ,C L3 o" —.I a -, . ��' w J CI PLAN VLE� -- -.' �'1.-. "-.1: -.7.4 . I. fo x 2f(24 Q (4-)/� ( G. o� Go M. 1.r-,_ t y/'TJ 0 t�St P. f(/ D � �l • ILI. 1 (��� CSI C�itt Ce 2x6 0 • Tim Covert P.E. i �� i� Structural Engineer ( 3/2, f 1750 SW Skyline Blvd #221 S9 Portland, Oregon 97221 Co0iiCi-SCCO0 S s Cci ) Zx6. 6-APS Tn P0S-r c GotztJlf :. Cc- ) G C U6--ro i90,5-r . . - (4) l6. 2C°M. 2)( u ccs. --1--e P. IIMM1� _ . S(�tPSo�I L.3oJr ,tt 7( ) 1 , C� rosT , . / . C.--.- \.__. .._...._____ ccL3ou . 4-X P O S'�: "L3 d 4 QED 6Etn( ) w J a W RAO ucc( a • J a -:s`i .4";_..., .,, t‘.1. ,)-•' QPROici.tfi„)- . -11--__ 0e . 9 381 r 4>' 1`� Tim Covert P.E. 1i, ,COQ �. Structural Engineer 1750 SW Skyline Blvd #221 Portland, Oregon 97221 , 122;:allillalli . S I 0 • POST ‘0. --r% . . . • 0 . P.T. po6T .(4-x(0 4.', 1- t) 5.1t-tesiA t F04-6,I( GoLt. tit►J• F,-;,6;: -.e....- . • r . ta,``Ora. co 3 . PIER.. ('MIM1t uM j ! . ------ (t) t3 n EC 0P) .� �� ? • ////i i' i•-. , i ,, ii� e . . . - ( 3 /(r. Vt1i'S. - \ -. :- 7.7 /® • ci. VQ 1... \ - ` ?7/ NEW FOOTING DETAIL '-c\q - . %, It WA-..y. 4 . 4, o, �' 9381 : 1 '. } • LIv OREGON,, Tim Covert P.E. S�M?5o� 22, 0 .4fCOQ Structural Engineer _ 1750 SW Skyline Blvd #221 Portland, Oregon 97221 zElS. S I I 0PosT POST 7:---2:\ . • Z. T QtcAL 'eGK' SUPPORT f°0 'J : 0 . 0 T PtcAL-• k),E,& SVPPod-ror-ro..Jc RT. posT / 4 0 11.F. It t) Pr. Pc. -r• (6xc 4.p, it I) • - �SIM�sD�S `r P a- �( 7F • SrM?suers `� �_ — Cot,.vt4r l- gASe,. ' • GoLJe4►J- g:„2\- --e.S . •: 2,'`ora. cosc. Piero. .• 12.,'`ora, cora c. pieta. 641404R/4) a. . (Ht oJ rpt uM CO• w.s i E CE-tDo p) _I -.—_ (1) 3 Tia o P) .� --- cA I � ter' t'/ I/ /... - :/ / / I // t . . , _ - / ---f:63• ( #3 /L VEY�T'S. - - (4)#3 L VG1�'t S. `–" .. I \ / . \ a • A • by Foo \ . • --- 4""71— /r) - l c\ _____,.., . . i// ,�, — U. \ _____ (. / w LL * / / / e?/ / //, 4 . ll tt 1s,% 12 « 12- 12- 2e1-" SQ . F cF( P O,4 . l� ,... : iIp K a SrM.PSo+J Gr34C� 9381 ' --V SIM.P5oi GfC,� Tim Covert P.E. ,, 0 LONA Structural Engineer G4y22,A,c't 1750 SW Skyline Blvd #221 ii41 CONA5)-K Portland, Oregon 97221 NEW FOOTING DETAILS : S 1 2 XP;RES