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Plans BU P2006-00053 GRANT STREET ELITE CARE 12353 SW GRANT AVE Amosigoommagom.. •410111■111MMININIM ............................................ Ainammra, leslow.moommorrenemsonammorner . . . . . . . . ' . . , , • DATE: 7/6/03 . . . . REV. 3123105, . . . , , , . . t91/Db 4/25/05, . , , . . . plivAl. , , . • . • • i%vie 4/27/05, • . . . 6115/05, . . . . , . . . , , . . * A 11/22/05 . . . . . . . • • 1/16/6?- . • . . • • . X . • . . . - L1 . . I--- - CD . 0 v. • W ii=.. . i---- i 0 . . tri) i'...... . . I Ci) cy) 0 . 0 ct co ...j - . • • . . - < C3 < ' LC) W IX . < 0 i „ i - i i , i i 1 . . i CC 1 0 ... I - --1 - - Li I 1 , -1 _ __ 0 _ -- _i.1 - -- -1.1 -- -.1 . . . ' iv iiiiiiiiiiiii ,r I i il----- mum UP --c 11 laniamt........i ........irmitii = MI P11 I ......1 tii'Ilth.....li''''''imiMilnii="To 41 ? •. '....- ...41 - r • r i - ---N\ 11 1 El 2'k N . iii: E / . i li 1 )4 1 E 1 li ill / I . i . 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Q a. ec I P.T.2021-PLATE 1f1!518 x 0 10 Z ANCHOR BOLTS(5"MIN. - 0 5 C3 a. 14`11 , ,� EMBED)§4'0.C.AND 12"MAX CI) FROM ENDS.PROVIDE 2"x 2"x �,,,, • 3116"PLATE WASHERS.;T(P. ...1 cm ::_i.,-a. Lit co ....,, -... ..... ' ct Frsii <le 2 2 1; SEE FLOOR PLAN FOR zq• _ / 0.. "�t" .�..1 l.tJ cv QR PERIMETER RIGID INSULATION cv 3,7�- SHEAR WALL 50" AT SLAB EDGE AND UNDER \L. • SLAB;TYP. . ; H • 1ci' I \ A 1 FACE OF I • , cu:i.) . STUD ---' ABOVE i 7 - 1 /5 1 1 �, ,'I ELEVATOR 182 RECESS LLB • I 17'2 s L_ _ ..._ __ _ ._. ._.. "- CC) I c . co I C T/ >- ...s. / 1 .t cy L 1 .__ _ _.._ .......... _.. _ __._ ........$— EL cin • rjlf//} s -c-r) II 4 1-- 0 0 ....____ I 3/ j FRAMING ABOVE CENTERED ..5, 3;3 � � 2j ON WALL;TYP>FOR Jr j ' r• Lid r INTERIOR WALLS U.O.N. Q _` ,5. ►, Q d p..f. 1. :"---; ' . * . 267 Cl, ,..11- 21'i 0 • W 1—* CNI Fr.' .-,...,, 0) ---- ill if " . • 19 tw 1!!'i 'TEIN WALL SLAB W/#3's cz 18"O.C. GAL�I. EDGE FIFt',T3 518X10 5= oc.Et/tt-; in I Ivies SRNAI.L.'� X REhLAR5 J�. �j r- S2"IN GARAGE .. i. NA'I`L, Q-O. O.C. O.C. , ' ► 8 x 24 FTC.z. 0111! #-t REBAR c 0. I ioQ L .t CONTINUOUS;2D"MIN.LAP, ER 260 Plywood 8d 6" Standard 5he.arwafl-�applies to all exterior • � �"`_ cl i/ , 3"MIN.COVER;TYP. •�— •wails unless noted otherwise- Vin GVt1B Sd gwb Mark Al is G� one side only- 150 pta» f ':' • j.-- Cr ER 300 Both sides wart '�$" All =anal edc,es are blocked. ' s -•- C�''� �3 3-. , V`' P.T.2x6 PLATE W15/8 x 10 i...l C- B 310 Plywood IQd 6" 45" - COMPACTED GRAVEL FILL fi ANCHOR BOLTS(T'MIN.EMBED) .AND MAX •3 Eii 460 Plywood i0d 4" 12" 30" f ENDS.PROVIDE 2"x 2"x 3116"/6 j 3, 3 MoISTSTOP WATER Sn to BARRIER PLATE WASHERS.;TYP, D 600 Plywood- lOd 9" 23`� 4X el joints&staggered nailing. 13' /' • . . 3, 3 L.. F.... A ...J „... Z` ME 770 Plywood tDd 6" I8" 4X panel joints&staggered nailing. fi 920 bath is des? _ �... _ ......„ T. 10d ENIENIEll 4X Q panel faints& nailing, • l * ME 1540 Ply°d' I0d 2" 6`= 9" 4X aQ panel joints&staggered nailing. •- s S t- both sides t ._ ___- _•_. — — .,.... ..... .,...� ___ J , f - 1.0 Co 1. Aff shra n ii plywood to be S/ 2 AP A rat ed ed szcatun g,all edges blocked;c k ed - 3o ms let over CIL of common member. f 2 Walls that are not fastened directly to the foundation j shalt be nailed into double or double blocking with 20d gale.Box ®4"o.c. ' - ! _.. 3. Floor&proof diaphragms to be minimum'ls" APA rated sheathing with$d tons®+6,►4.C.edges, 12"C3.C,field. f _ ._ ____ 4 5 ,. 13'113 ;�'8 - 132 © v t I j C') r 4. Interior shearwalls extend to floor above or roof'sheathing;nail to roof sheathing with Sd @ 4"o c. 12" 1. 5. Fasten'gist and blockin to all ulterior s�Ls with Simpson L50 16"o a for , I i, 3 g p « • twes STD,A&B. Reduce spacing to 12 for 0 1 3-3 I s5 type C;8"for type D;5"for type E& Fasten milers or trusses to exterior sh�rw3lls with Simpson H1�4, 6.AU wall sheathing shall extend foil height of wall framing,top plate to bottom Place. ° � n ° - � �f , E., ?. Anchor bolts require Simpson BPS/8 plate washer between nut and sill plate. 7'5 `: ' $. All fxaming members are DF 2,Common waifs tau be substituted f©r gain.box nails. �- �` �`. 10`5 �1--- 8' '12 9 �-- • 9. T�inch sill plates are required for Type C through G shear walls. w II 1 r -- - - - - . -- - T - _ , 1 — 1 f icillLsmi LOAD SIISQI`F I r L_ ._. _ — _.._ 3 ° r` /' • X LBS MODEL FASTENERS RS R.EMAR:KS s i .� _ 1 No holdown is required, , ..,� I __._ _ ✓u�� . MEM MST48 l fi-i 5d each end LaClCT22 fnuttdatiosi below U N.Q_ -" ►:f -- C-- -- -- - - -- .._ I '"'� - F 5,$00 28-16d each end HD8A foundation bci©w tT.i�1 3. i , t—. —. ---- r ,- ;• I c ., 10'8 '143 --5'f '`� -1 '2 NM 3930 •MSTC4883 54-16d Sinkers Double 2�c studs and joists(minimum). , � I I I - 1 ) �, • 7 5,175 HTT22 32-16d Sinkers Requites 5S-11324 A.B.&2-2X studs r.. i t = 1 • 1 \ 4�4 1.--.1.--.4 3 ' . , 9 7,460 MBA (3)-71$" bolts Requires SS.11328 AB. - # _ 10 9,540 HDIOA • (4)-718"bolts Requires SSTB28 A.B. . �* — --) ---- --- _ , -•�rri• err • .t,.2S's diameter X 36"all-thread A;s3,w/nut&washer ou � �� -.•••• -41.--- • 11 15,305 HD15 (5)-1"bolts embedded end. Embed 1.4" into footing. Use 6X6 Bost m`6- ' '` -t _ . µ' �"�• `'� 0 \ A3.3 L • • 1,Nails are common wire nails U:N:�►.Bolts are A307.Hardware: Simpson. ViOrkt. 13` frkentAtin gir 7) QO�Z�trz .Ott{'. �/ t i V 1 N/ 2,Jt 2. Holdown anchor bolts can be extended with coupler nut and A347 all-thread rod. 1 !! _ r ff -— �.. II 3. All hoidowns require 4 ost un.o one hcntdown is r 6 x• '�-=" �° t� `r ,�c.� b ' .. p required at each end.of a shearwall panel. i I 1 - �„ f 4, linnim concrete strength=2500 psi.Eight inch wide foundation wall is required for fxoldowrrs. _ ..'4 �, t 101 10" IA, , _ �� Il 1.� t-. 5. All Simpson products to be installed per manufacturer's instructions.See current Simpson Catalog.• 3 DIA.3 DEEP FI"r �' 16' - �._ B'`t.. 101 1 6 -- gg • ( j - 6. Holdown A.B.are in addition to the 5/8"x 10"A.B.required in the Shearwall Schedule. ; t 7.Foundation Reinforcing:#4 T&B in stem wall;2- 4 coat.in footing, #4 dowels®24"o.c.if not a monolithic pour. I Ti TI _ t t — --- -� litty,* Revised April 4,2005 RO'�iEL L ENGINEERING AND DESIGN SHRWALL 01 - . 43--- } i e) — 12 / i • / b r - . , - ,....,J . 1. s s a ,.. - �- 1 I !6 r sn I I t 1 i, ( TINTED AND PATTERNED t SLAB W/#3's§18"O.C.E.W. 10= TEM WALL t I I 1• . MATCH LIN,E MEE — — — , -- — — i / --, . _ . CENTERLINE / t. \\\* *7-\\............._ * . Cloi CI ' ' rr4.'''' ATeleiri'nAfg... . . g# -3 i--, .4xfolveggew,rp. 1 1 1 . in f I' — -- — ► • 15- 15A it, { I r 1111 , _. i z ,fir.-,3 1 r....._--, _Li_ I ......i . 3---- -� --- .. . ....._ --� ^- ..... _--. _.._ _._. ....._ .J �' ....1- ,,,,,, _ ...... 0 13/112,01.4491-7714— 6:6 P• I CD • E STRUCTURAL NOTES .� I t FOUNDATIONPLAN - 1. W OA SW ND LOAD ' 00 MPH EXPOSURE B /4"= ri--;;...il., ___ _ a 2. BEARING PRESSURE 1500 PSF - ' ""' . FTG. DTLS. ..__ } 3. SEISMIC ,A`` D 4. ZIP CODE 97223 PER ..r.. R 2003s �2oc4sS V' ^ 5. 25 PSF SNOW LOAD; 40 PSF TOTAL LOAD I AT ROOF D . . I . 75 PSF TOTAL LOAD AT DECKS is., 7. 50 PSF TOTAL LOAD AT FLOOR - • 0 . iligla S• a� - --1 , s- 2 FOR " os-lArt, • • • 1,40-rg-ts, verAi s -45 C t..GtVt. -nc - ...` • t -f1fv ; 4,V) A Rck, C�P MQ AG;�► ` tir :1 • •• - • Ot R QAt ORES ,-•• . - - BLDG. 2 ..1 . . . . • • • • e.01° -41?6140,. • CMG •' ,AMMAN to �1545,OREGO~t ,,z. "94.1 OF• o '' • SHEET A2 . 0 , • .. . 14:1\ 1.0-1 /. 0b DATE: 711 - A 12lf e1Ct REV_ 312, Is 4125105, . 4127/05, • 6/15/05, • 11/22/05, 3/22/06 , ill\ s)1510r- q/12.loco 3. 116 81 •r x 1 U.. • 2 A3.1 L1.1 CS.) ., 'It 10 NG 41(• . A3.0 `'' i • � � 0 „�0 . N'im - 84. - < CO 0■ - Z W ci LC") @ - iX -- ifs • -,= 14'4 �� 2'4 1 0•'I 0- ''•` _ t ais rt 159 '` "25-=;'� 132 '`�. 10111 144 �� € t • , • . ..' IL�IitK SHEAR ALL GAIN. EDGE FIELD 518X10 t c •• ' � f t t BOX NAILS NAILS A.B. REMARKS r 1 PLF COVER NAIL O.C. O.C. Q.C. 6" 12" Standard Sheaniail-applies to all exterior - BAY ABOVE 1 S 260 Plywood 8d Fi 12 54" 1 - - - - - - _ SAY A8�}VE- _ __ _ _ I _ wars unless noted otherwise. C18 1 +■` " +�wb Ivfark Al is C S 3 one side onty- ISO pl£ ._ _. , I _ 1 ` ; -, - - - - - --, t I .�.. t ` 300 G� Sd�, •- - Bothsides nail 45" All •anel wises are blocked. 1 = L, .,€ "i € ��• I 1 = 14'4i f • _ t € W I ! 2 9 1 . •8 �.,, 2'S E E 3'6 � ----- t �-- SAY ABOVE t BAY ABOVE 3`5 '�, 4'8 "`'�• y f I B 310 Plywood 1Od 6" DS f : < I DS 1 i I I t 1 : 1 f I # 1 I 1 1 DS , . ` s C'� c � ME= I I DS 3030 3030 DS 368 6{! I a5 I 355t3 I C�I. . F • 1 1 3650 1 1 • St)58 1 3650 1 1 Cj I I ... , .i. � +� t t. 12" 30" f t • ,.., •�tt► __ .' «• �±��y r !: �rw �l +E.i J i.i..i. i-f ,.+...r_+_..".•-_•'_•"'_. ..• a. l:♦ ._..__-.. t _ i 7.�.••_♦.. a `�-'•.:':..'.t•• .r r'"•s'A'#' s? - .. -__ -1 il.:. :r.•S/0:•.i,'.':u'. T 460 Plywood lad 4 I 30 '��'�'''-�^ f -. -:Sta •:�-: _ E -- r.. . ............ ---• - _ti _ '.11 s•. _•.1^ •_1 '\ :.:. a':+ -I• r. ..�Jf{�.:+l.:.•::v.:'i.•s•L.\' a '♦ �'.•'.• t • .i - i ice I �� L_I I t' kw ' i;r. Lein . 4.- Atb„ r. . ii 4 • f D 600 Plywood 10d 4 23" 4X (panel joints&staggered nailing. A A FR i FR i ' I Eif --• . *- .." .' - I E..: 770 Plywood lOd 6 18 4X {rx paael�©arts&staggered trailing♦ , ._... - - _ _ a =` . k �; - ,. - _• i . 1 •1 . - Illill ' / • - . Ptyw°od, I Od 12" 4X panel'oints&staggered Wig. { .I _ 920 j i !•,:•i , } BEDROOM i` P - 1' • • I ! 1 ' 21).both skies I 1 t� �r - r" J(//� {j�/(� `I T r•- • . NI 1540 Plyu�od, I Oil 6" 9" 4X Q panel oinrs&staggered Bail/n;_ I . :;; ' fff . , X30 Sq.; TYP. HR.sTa so#. IVtDIhIG WALL t�L - .� , �."t . bath sides f SEDRItOM _ ';, o , _ ,cq5�-v ' ELI • ' .1 :-. 7.-: LI'ViNG SOS / I I ' �t• •' eet over C/L of comfmon member. : 25 Sq t . rated ailed edges blacked joints meet 1 LIVING _ I I, All shearwall I oil to be 15132 APA ► ..•› F Y' g: g 3 ; I to „� 306 sq ft �.. BEDROOM I •`. _t -`°.• 2. Malts that are not fastened directly to the foundation shall be nailed'into doubly joist or double blocking with 20d gale Box ®?a 4 0.r. , > s �/ p 2l 7 sq ft i •• 3. Floor&roof diaphragms to be mimmznn APA • rated sheathing with 8d nails®u"0.C.edges, I2{`O Cr fiel t t 02 02 `- `r' - l �� Sq f 4 m t •• , 4. interior sheuwalLs extend to floor above or roofsheatlung;nail to roof sheatllsing with 8d aQ 4"E?.C. r•• • �y _ arw 5r Fasten joist and blocking to alt interior sbearwalls with SimtpsOn LSD®I6"me_for types STD,A&B. Reduce spacing to 12"for 1 '- P f 333 S .' 1 O' ▪ t° '41`1:',;. 1 _ • €, " SAME NOTES&DETAILS AS i Q _ . era or trusses to e+cterlor sheanvalls with Simpson Ala: type C,8 for type D,S for type E&F. Fasten r.rft p £ • I ` - � I 1 .L I ' ' ' • f ,,,��, P moo . T�fP•EIATH @ FiE2ST FL130R -� ,�., RECESS FLOOR . -I 1 1 �`I 6.All wall sheathing shall extend fuRR height of wail fs�g,top plate to bottom plate. I , t .._._,,.--`-'� F °' - , ` 1 ir 7. Anchor bolo uire Sim son BP518 late washer between nut and sill Tate. 1 1es A �' I TYP. 1 I-IR.STC all DIVIDING UIfAtL i _ i rte ""' 8. All framing members are DF t2.Common nails can be Substituted for gale.box/sails. ' ' I SAME NOTES&DETAILS AS - € I % ,:t 5068 3{' �• 3{2 ; ' CO ; P ',I 1 1 I 11 . u G shear walls. . 1 :• TYP.BATH u@•.FIRST FLOOR 1 6x'4_ f I - .- RECESS P C I: . . Y. I• 1 .-r•r. }. '/'lace arch sill fates a required For Type C tbro gh . Ill . P I i Ess r •---, - `-' . 3.8. ^y . SAME NOTES&DETAILS AS 1 t •� r � FL013R \ � 3 - i 2 Q•• 1 t... .,. ... RECESS FLOOR f p to : • .i,, rEil . _k 1 3058 i 't -TYP.BATH c FIRST FLOOR • • 1 2fi . • K 1 f/. 11) i ` .«,..r+-+i?I V.`ttz j♦ ' j"i' 1 r •i J ItM.Y� • ` ]� _ -_r _ r :-.. t(}[ - ELEV.Y a 1+r/�{.'YRr�C��»I..+['1�-.�,•. ..,j -.. - • - 'is n �-T AvV-V +� r 1 r- Lf3AD SIMPSf?hI FASTENERS �� cs - - 3. u .,r.r " 1 / 20 MIN. - LB5 RrfODEi.n . : jr 4 • • - , ,, , 3 $ MACH. Si-1AFT = r R rt :; t = e`s •�•. • , / • .' ,.. os _1 '`�,/` P �, (2cZN♦ I .• E�ATH t Nc�holdE:um is mgslircd. 3us8 �. _.� � sq t SLAE % 20 MIN. 4 sq , 1-- TILE 1 * '•1• Z foundation,below U. T.C3r j �/ I ,'�•1�`�'--3 1 I. 3,135 MST4$ 16-16d each end-.Ti'2 tai f CLOSET E _ BATH 3ltss ss • Z CD co Q . ri . . . ;. \/' t ' r! ', o \ • TILE cs t:'" w�,� • . . I 5D act R BATH - - . 1 - 6d c is end HD8A Foundation below U.N.O. - _ ,',• F' 1 , _ 1 Sq ._s c..• . 2 5,800 MST7'2 28 I r .r €n •° 1 rr{ 'I HR. j TYPw HRr • fir._( P` `''� ii --- C w -...-.1 + tG 'r ( 57 5q ft . t� ccs• :1 '"�II 3 3930 MS LC SB 54-2 6d 5i�� Double 2x studs and joists;minirnum�. r l _._. r _ Z m . . - 'f,• ! t i Cl '� ". 4058 . ° 1•.:1 I ____. ; ; } ! t•'� i - € �.i!3. " SST824 A.B.&_2X studs Allilin-emb_. _• 32 I6d Barkers._ Rcqu:rts A • _ €rI �=_-' _ _ , _ - _ _ _ - 'I .•r•�t , � ♦, ,:;; - - - - ..-.. - i - -1 :28 . F R 1 • I• ; Ea �` • • D y • +♦ -♦ ,. .,r .w. • _� -s. t• .w• ...• -._♦,r. _,_ ♦ •♦ •� -• ... •.. r t ! •i`-•..•. •-t. :4.: ::�---:-:•:.-:‘:-:-.:•:••.--:-: 'i-.�.. .`- t L-' _ . • {• l r,•• :}�• ��. ♦•w.� •1.•• =4• -••ti.'Y 1-. / • � . .! �/( r._r_.••:.�•i i_. .._..•0•.a•^.�•i wi-.'i.••r.. y�..� �` ( f �• I • ..r~:•�•i fa••. • t •....• r_ � v_ ... ��Q:r_r._ v_r r V`w:.� �. ...r...... �1�:-i.---r. ....� }- •.vr...wi��.r.._rv.r-��{ ��, •.-.. ♦rYQf•i:.r.`:, ��. - •�• �.Y• .w .... ._. _ - rr 'f t! 0 - 9 f ?,460 HDBA 3 -7I8' Botts Requires SSyIB28 A.B. _ 111•• t 't r- - -- - .... -. FIR' Fr.X`#"iNG. +�� - , f �` ` r 4•? 1 ; �`\HANDRAIL • . ..:10 f 46 MIN_DOOR IN• HR.W i.L f� �. 'f 7 _ . fi -4x6- ' t Ow ��y .L•. . 10 9,540 HD 1OA •• (4)-?18 bolts•" , Requires SSTB28 A.B. . - r ." " � P1 1 . HAND IL Wi MAG♦H }LD-OPEN , t " �1 8`f, ►., UHEEL CIAiR 24 MAIN. `l _""�,,,�, FIRST • D • ` �� 5118 x 1t�'f1 GLB HaR. .1: •; - " er X 36"all-thread A.B.wf nut :washer on . - . ST£3RAGE RS TY x F OLU N r r� ! ' 11 15,345_ }MI5 (51=1"bolts '. I.25 dt�t __ - - = �' 0 1 I g `{' P• I '' -+j:1 ( �•� .� f - I • . y= i cio embedded end. Ember[14" into footing. Use post. . ( P UDIBLE& I tt r P . . r�s # 1 BATH STORAGE RAG 1fISt1ALAl:ARItJi -• I t SSAOEIC�F CE # ll it, Lr 1 .► r ~- - ��S S 2€1 MIDI. �. 068 -•• •• 1. Nails are common wire nails U.N.O.Bolts are A307_ is Simpson. . . r 1 HR. q 1', l SAME NOTES&DETAIL`AS�l m 0' 22`2 `' 4 I I* _ y,--.. ELO CLOSING t _._ ... - _ - .__-...__ LOCKED S _.• _ - - _.. .. ._.- _.e Tit. .FI T_F - `�� =_...--•-----•-- _- •----_ _ _.. - ... _ - . . _ .-. . _ --- _ 3Y A R - - �� all.tllre - .. .•_-_. . ._. -__.. .. ._. _ .With. -. . ... ._.-.-_._.... ._.-.. � .,.. _... _ anE:.€IESrb Iii ex e.n __ ...._..... .. ._.._._ .__ ._.. .---._._ _ ..... _ . .. ._ _ _ . ._ . . _ . .. .. _ � Idowu o can .. .... Jed._- . .. . . _...___..._. . .._... .._.._.. _ _ Mar(LINEN 6. SCILID CORE �.- Q -t - , 3. All holdowrLS require 4X post tlrrt.o_,one lsoidvwn is r�At each end of shearwati panel: r,. FLOOR r -•--_ , . . ?� i� � _. ♦ #. I• 4. Minimum concrete strength='?Sf3Q psi.Eight inch wide foundation watt is required for hctldowns. "" STORAGE FILE STORAGE - •_' _ ._-- - - PI PI DRAIN , f \ r. .. Ifl.INTERroR P. coons.See current Simpson Catalog. KANQRAIL ? RI S;11 TREADS �� - - - 5. All Simpson products to be installed per manufacturer's instructions. p g• f / _ 6" UNDER •�', S� 1 !-IR•S"f'A!R tv 6• }letdown A-B.are in addition to the 51$"x 10"A.B.required in the Shearwatt Schedule. I 2 B 1 • 3 ► I ENCLOSURE • ' • root`in footin i dowels 24"o.c.if a monolithic our. I- I 1 �' RECESS 410 �� TILE • I . 26`11 t i. 1 'T E ?. Foundation ReulfESrcrng.n4 T&B in stem wall;244 g P _ s 1 1 FLOOR DESK , ' R-21 GARAGE I c -I. •i - f 1 N RECEPTION OR _ 415 sq 1 , _ . • ! t 1 .; 3440 ROLL.•II I I Q '"" =a�""r� 1 I- ` • . I JACUZZI TUB ACTIVITY RM. .� ", HANDRAIL BOTH SIDES f ? ° '- ~ 1. ' . f I : p - _ {r, 1R 1� 1 x '". 1S3 r1. I I Revised April 4 2005 ROWELL ENGINEER..FNG AND DESIGN SHRWALL 01 - II._ _ ____ _ 604 sq ft I ~ . R ,ZQS f. 1I � I 1 1 a1. t . I --. . 0 0 1 - 1 • • .. - • n•-• 1 1 MOM I I 1 I ¢ çt LOC EO UPPER CAB. _ GAS 130 GAL. I 11P,m FOR SUPPLIES i f ,, \�'� 'l "_ (SEALED � -/1' _., 1.. I• �� / ' ., SYSTEM} 3 C 0,-. I 1 "I - SHEAR WALL.DESIGNATION: I '� - -- �' �2d L j `' t 1- . -t t '�' •=' ��tAFF 1 - J tvt?-0/s7-;7,ve! � ip� .1 t '• R . f . _ •: SEE SCHEDULE ,ti I LIMING n , •ALCOVE • �� TYPICAL SHEAR WALL 1 yl I•.•; . LAUNDRY t • E I s, : ; 206 sq s2 sq ft f� It ME H WN • DESIGNATION,SEE SCHE©ULE :• . +1 ••4 _�I ARCS: . € : ...._ ...... �.. - _ . • - I I - - -- I �' -� . j 32 3' 1 1 'T- ^ _ I. - ▪ 1 =▪ I• I . FIRST FLOOR: LIVING = 3904 SF ! ' tr - _ _ - HANDRtaIL -- 1 ri P * K t *r {EMERG.GEN. ' I ... • ' Lf7CKED gUTSIDE - c� „ ,R . • •. GARAGE = 514 SF - .r �� ' ,� _ 7 30/0 ..._r�..�......_ •t NIA. >� _ t f•..,_, IN -^..•... -Y.. "\'. `".•►...!_ ;�.►.,�••s.---•T`•7.•.4+»•►-• •. •. --+R{ ,-`-' •'ti',r t 1•A.*.''�:.•,�•' V • -' I• • COVERED ED � � "_ 1273 S F �' :$IO i�" ' ' � Si:►A ' tit *iVt Sty 3•f t r •t► �� t ..StQ,•.1 : ::, :: �,�•.:..� a: : - 1. � 1 [ 1 I 8068 l' 303& # E•IAtf. • -0--111 "Me 2660 3068 -`' •1•• = DS. .. `€ I Z1 I ST,y4FF& 45 set ft 1 1 I Qs 1 '.{ ' T 2. SECOND FLOOR: LIVING = 4607 SF - ii tt LOCKED . -- 1- 211 2$ •��. 8 1 NG 1 '"TENANT I i I ,, . 9 ' `� 23' I LOCKED I•I/CHOSE 81B• _ _ LC}CKED -• •RID � 0 S 1 L 1 1 NTER 1 l LAUNDRY I Ily r► '� 1 H ) i HR - G.CAN WASH• SOLARIUM 1 @ 34" ft R `r, 1 E ,.., I ,,, I I t _t 1 TRASH _ -• LOCKED m P S "I ••,< ' .. ~ .1 • • WA ..rWAY & BAL•'CCNES "'" � SE ' ' �c _ �' 98 S ft w f • • . BAY ABOVE D= GATE P`# q �, • - •, - • . THIRD FLOOR: L. ' f N G .�.." t7 3R •I'8 -- - // I_ 264fl 3'---•-- ?"m-•2`5-•mo w " k. . , ,'?�t 2 BIKES s I I ,Plaa r w ~,- �'� ` 2ssa 313 GA€..ROLLC7UTS I TO SEWER I,� BEAM a$OVE I i 3858 • • �' iv € 13RA N �}(� ,{' ' LICKED ' `[ ^rte+ `• . BIKE RACK HR. t - 1 I 26S i • ▪ •w `. • - - . - • - -N�Iw•1►! I.M'.Ilwwllw.i-, 4 r * - . I.TC T L. `I NG •-' 12 i 6 SF _ fr.�.�.7.... .♦ • ..•-.-..' - - - -•- - - ---A r r . _•AL A'"�.+-�.��.:�I� •a+t•*�*s+a+.a4,°~;�f�++'i++++t t �! &I0 �r y�`*;i' ��+p 1:.<4:-:..:-.::<•z.x..x.*:,<-->:-:-:/: •�':�{';•t"..-:<.-Yez:'1ti ..x,.!1• -• Z'• 1 1 i' 7. a�•►'•' �•♦ 1'•- - Ita�wi i+.►�R.Wr.�lw*.L*�.•�: r..+•L�i•a�i�t••i.!..�.++.4 i ti . CHE/ti€CAL.7& -. . t t '` 1.• -{ e r•.� sCt;}1�4BtIS"tIBtES �, I I- {. _. , 4 '1 1 ' i� YARD ,. za a -- •-- -----_._.__ RECYCL•ING r _ ._. _--.�-.._ . __.._ _• . • ' • 0 ` F�r..� r- 1 `�: STORAGE € 3'r sq st _' sxfi P.'i',;"GYP. �a'tr 1 1 END OF CIS a 4'7. '�.. �.'fi.._._..� •t" • t s • •x6 P.T.COLUMN;TYP. I •PORCH ` t I :#1-. DECK ABOVE ' I f ABOVE - � � �' , �''� t-�- - , 1 Cf, ' FRED xr•': a \ �,, I' . r.. r - rw. ... - _ ..r. r.. 1 r.r•w �_+ _.... �+� ..... .,,,.,, r� - 2 _ ` r.•*- ''. ,T� ,` •••t ` ,• . ' - - - •j : •' _ _ ... _ ... _I---t 1 ;lk I C AREA .,.`-1.-f-41•nzietri, ,� im •1 1 `� _� -.I• . .ti R l• • s LI- I ;' 2 -� 597 sq ft .:at1-ALL.. ��- I \ t -_ _ • 1 • ..�-�e €8 :%,. •€?'f: _1/4 F� A � I q•SHEL S TIN. f . a I l -' y/ � j;�13'.•,, 4 ` .� 144 f ~--4 �y.� �_ t tt'11INDOW LEGEND{TRIANGLE SYI'IJIBOLS): 1•I Y ir.R it i/ 1 1 V vtIIN©caw asv'D 000R NOTES: � - - 6xi£I P T.BEAIVI ABOVE,TYP. .. .-..w .. . � }° .• c WALKABOVE • I iL � `�r•ttirl•I�II�>,.<�Zii , �.�t_•1.WINDOWS(TRIANGLE SYMBOL}SERE ALSO WINDOW LEGEND .• ,_ �-`--•'1 •---~- ,, 'I 8 ._ € --40'9 I = --3 4 � '3 j ,* ,' s ` 'r f A=AwNIUG T1 -TRANS0111!A'IttJ'i�IIVG 3 0 t11f x 1 0 • ,c=CASEMENT 211 =2 TRANSOM AWNINGS 3'-D Wx 1-10 H, MULLED TOGETHER=6'-0 W 332"sq ft I I c ` _ - : ' ° :_ . , 1 3,HP=HE PPER _ 3T1 =3 TRANSOM AWN11�iG5 3'-D tl�'x'I'-'10 H;MULLEQ T+DG 'HER 9'-C3'IIV _ _ _ - _ - _ _.. _ _ _ _... -. _ -_ ��► - ,_ _ +� t �t LJP • t I.t'1i=t•1UI+�Ea . . ; 1 1 :I�"' c� �� it�D' A�. a,� I ` .. 't RANSOM AWNING 2'-5 W X '-'I O H ,�, .... •-- - ~- __ - - •- t z •' FIXED - T2`.1. ..• S=SLIDER I 1 t y - t- ` - I ' • _ ' • _ 2T2=2 TRANSOM AWNINGS 2'-6 W x 1'-I0 H; MULLED TOGETHER=5'-0 W 1 •1 `- ," ' ;• Q E385CURE _ �� ~ T=fRANSO t 'i`3 TRANSOM AWNING 2'-B W x't'-'I O 1'-I t I 1 1 @t 7"i.* ~ _ I• • I-#HR.RATED -_ •, _ , t I 1 �` f # ',5 �" > �� , 1d1L. 1•• 3T3--3 TRANSOM AWNINGS 2.8 W x 1-101 ,DULLED` OGETHER=8-O Val ,ivy ;' tJ Li .- 2.DO©RS (HEXAGON SYMBOL) T4=TRANSOM AWNING 2-6 W x 1-10 K " I $ill> ... ' _ ♦ '€ { WO P.T.BEAM ABOVE'TYPr OL-C� f Lut�tS , ,i t I r 11 1'•"1 Li 577 Sq#t {I �# 1/2 RAIL,1 112 OFF WA cis ' 'f b �ita:.IG _ 1 ' A=ARCH T5-TRANSOM AWNING d`-0 W x 1'--I o H ? 1 t t, 1 --' t r- lailltiiiits:„. t s . r• D=DUTCH ,Itt 'I'-'I O � 1 � ENSI{1hIS:TYP. ti • FR=FRENCH T6 TRANSOM AW ING 2-O W x H c I I - ,• s •--I q'- _- 1 = 1 HR.EXTERIOR WALLS Wl • , I -i .: �:- P�=t tusH 3T5=3 TRANSOM AWNING 4 0 x 1-'IO H MULLED TOGETHER= 12 0 W _ __ R="KITCHEN"(in FRENCH) f I # t UNPROTECTED(3PENINGS - 4`1'i 1 6 2 ti _ µ - - =lr JTCHENta1 3T7=3 TRANSOM AtitINING'1`-1 O x 1-'#0 H; MULLED TOGETHER=5-6 W - .,,P=PANE3.0=0RNAttENTAL 2C1 =2 CASEMENTS 2`-0 W x'4`-B H, MULLED TOGETHER=d'-i3 tltl t ! � r4 -' wt4 1 0 =t HR.RATEQ 1 I ,,. i .1 1 .. C2 CASEMENT -6 W -B H 1 I ; .. `...�.�.......,... ..r .- •' 1 7 _ •• ., ; K _ { ~: 'i . 1 . . 3.11.11SC t+arES . f 1 Id1� I . 1 A.°z•PREFIX=DOUBLE. - _ C3-CASEMEN-1" 1-6 W x 2-B H I ' 3'1 _•--••�.i 4'� I �•-•--37 4-: fl 644.) PG RTE 1 _.1 I 4- B.3"PREFIX=-TRIPLE 2C3 2 CASEMENTS 1-0 W x 4'-6 H' MULLED TOGETHER 3'-6 W ` I I : •rt► f �`�w �,f "' � I { - _ I .� • C.`4"PREF'IX-QUADRUPLE . ► 1 1 . •UP c FR -j - I it OCHERE 1r" / I ; ,€ ° ,_ GEED ALLAY _2C4-`2 CASEMENT'S _6 W x 4_O H• MULLED TOGE'T`HER=3-il Vtl I ! _ I €>3.TI�+1PEFtEO AS REtiU1R133 1 r I - • ' • t - E.SIZES LISTED 1N f•tEl'AND INCHES AND WIDTH x HEIGHT E.G."3EI36":3•-0#1/VIDE x 3=6•HIGH. • 2C5`2 CASEMENTS I'-O W x 4'-0 H; MULLED TOGETHER=2-D W • , f . - ;, I _ _: 40 .. o I 121 std ft f 1 5� , •. I ammali C C F u=.d @WINDOWS,;u=2@DOORS f I • STAIR I I - . C6=CASEMENT2-OWx2-0 •I }} O.DOUBLE GLAZE Low E v oa+t. _ { • _.. ... .,.. -- ._.. _ �. . MATCH LINE E - I ' _. 57 s �..._ I -� i ._ . ......._ - .... _ ... -, • •_ _ .- - �-• _ __. .... -- .r.- ..:_.._...�..._ ......• H.DOOR TYPE PER PLAN 2C7=2 CASEMENTS'i-6 W x 3-0 H• MULLED TOGETHER=3-0 t(tl - --...� .--�---, q _ _ - - _ - _ _ _ _ _ •..r _ _ - - -- -- - _ t-- _ I '�`` - t. EGRESS KARDWARE AS REVD. { ' ; i I '_ • `• C8=CASEMENT 2-s�x�•-a H � CENTER LAN .�....._....�...�..�w� �, I • .I,EXTERIOR TRANSOMS S ARE20'HIGH BY PLAN 1t1EIE3Tti OF OPENING 3ELOW € . I tit "RISER, �" ��' 1 1 I 1 1 • - I .• Fan" C9=C tSEMENT2-6Wx4-6 E-1 1 - I 1 I l . . '» T �• "` S-• : . 1 `'' TREAD,TYP. I ' i I�CRTE ; t SIDEWALK 1 - I ZC9---2 CASEMENTS 2-S W x 4 G I-I, MULLED TOGETHER=rJ-4 W 1 I j �� - �,... 4 I { ,: `* „.,.1 I •_ -..�.. 1 d7-ac-n Pr`f` I ebb_ i HER • w • g 10 CASEMENT 2=6 ill!x:::t3 F I 1 - 1 ��, 1 COC I 1 `1 1 •s s .-- t . I4 v�� 133 sq ,•, t a- 1. t.. ' / r 1`I CASEMENT 2-5 VV x 6 H i . - _-. Ai-1- 1 1 j• - _ I .� C12 CASEMENT 2`-Cl V1l X 3'-6 H - I - _ _ ""',era -re, f•• OOP �'t' I �� y. 1_., _ :- imp• G'• W x 3€-(� (� I r• �t 4' A _,._._. _ __ ....__-_ ..._ j••TT�+. ,''yi �.'. ".�K7/G G'a'{v� �� gi' • 1 - 'Ada i 1 G/ DOOR LEGEND(HEXAGONAL SYMBOLS): C13 CASEMENT O H 1. _ .1� r. -- • '�4 CASEMENT 2=B W x 4'•5 :r ' -� t _._.. _._ # - - J , I ..2 `�a' 160'6 . E :1 'Elba • r Bit .t { 3-- H i..- ' I �t _ - I clot '""�"�. • C15=CASEMENT 3-O till'x 3'-6 H ...._ I .�',��t� ' 1 * '~ I K 2$s$ CALF LIGHT 1 P z 'I I ,,,,� r _ . FRO=28fifi FULL LIGHT OBSCURE C1fi CASEMENT 3-0 tltl x 4-6 H 1 1 { - 1 . • FRO1 =3068 FULL LIGHT OBSCURE H AREA I • I I I "" �"` 1 1.... __._ T t - ...;* :.r-r . .. ._ _:: ____ ...._ ...._ S1 =2 PANEL SLIDER 6',t}W x 3'-6 H 97 s ft i . . ' �" - t •-- - ..r 2468 LOUVERED • I €r s t . n1 I�f• s ir I CL.�1 f ��• r w .S ~ I 3S1 = 3 PANEL SLIDER 9'•£3 W x 3=3 H I S 7 3 '�;. 3 ;,�t fi` .., f { - L1 2868 LOUVERED t s - I I 11 t- • . AREA i- t '� . *- f LS=2636 LOUVERED `4 f € 2 72 sq f W** -•" 1 t•. L3=3068 LOUVERED F1 =FIXED 3'-O W x 2'-0 H • X I q r • : - • i 1,1•P=2466 SINGLE PANEL F2=FIXED 4'-0 W x 4'-6 H '` 4., I 1 - ..� t w.iS E • a t...•P1 2668 SINGLE PANEL • F3 FIXED 31-0 W x 4=-6 H - 1 • e I -. � - - �'� P, bc#� I -*Etas P2=2868 SINGLE PANEL - F4=FIXED 1'-O W x G-0 H ,"{ M» 41),Aftia - - - _ - _ ._ r V s ..'- , a P3=3058 SINGLE PANEL I ,V31)I '`�G j�rr� FR 3tI58 RILL LIGHT • - f - 1`f" 3FR 9068(3) PANEL FULL LIGHT . . _ - _. _ ..- . •Y3 �•- CRS P.MONAGHAN �- • • 2FR=7068 (2)PANEL SPECIAL GLASS ' - i co( 2FR'i =5668(2) PANEL SPECIAL GLASS •� • . 2FR2=6068(2) PANEL FULL LIGHT ' �3� ��.�, ,E pOF 1-AI+tD,OREGON . 2FR3=8068(2) PANEL FULL LIGHT •- G"` ' . T . _ , 1545 -��'�. 2FR4=5068(2) PANEL.FULL.LIGHT %' �z•naG-•runief t.„ 5f�'- S-1 • '- v- 3FR3=8068(3) PANEL FULL LIGHT LIVING AREA - OF O 3FR5_12068(3) PANEL FUZE.LIGHT 61 • - • BLDG. 3FRSH=1207613) PANEL F 3LL LIGHT � ; � " --0 2-- C.z)m`� ..i �-• t-e Liz• - , . .. . . , .. . . - • - el • . tie) At - . . __. ,....„4.-Ew--1 r.,...,,..., c:..,, %filmtift . . . • . . 1.4..,,cre6 Agii, .....14-10$01.4...,* is t . Ave - . ...71, 44 -z_. ..E.-- PO. ',OREGO*1 r 'A 19£J12-- Gvt A. 1545 ` .-t 1 F 04 SHEET . 1 A2 0 . L.__±_____ • m • ____,..........________ _______ ............ ______ .111.11....=...........INw.......010010.0.1.■■•••.••■••mr. vreowim... wo.....................r.+••■••■••..............boll.......... almoromr• 1111--.. • , A• :. . go),, , • . . „. , , A 10-10 -040 DATE: 7I6103 • • . . ' \; �• . `ri ---T�,� r.�r�,t REV. rr. -L:M«1-f � ,� 3f23f0�, •f,.,.0•• IIN , 4I2 605 •r:: t,: ' _ `mot f�� 4f��`I�#5 1 t40-1- .. --- Veo,ft. 12&101a A•:-. 6/1 5605 N4 03 ./fe. 1-...r'''r i k ,, , ,. ,,..-i : to ,/ % v k ci , ii iel- 4 N . ii ' ' 1 - -• • 3 hr D 14 M i r ' �� . 1 a WO W P M- bt) 1, T1 ' _• ` evt2 W 'ri,,.. - c 4 ,IU- ' . , - . ;M, 1 I min - a . • =y/ jSw•'Yi� pi • i . A 2 '+ its 1 • v i•` i * ` (rte.N. CD W . \ 1 itri I. --.„-... riill , r li . . i--- Li) N. 0 i i0 - ..., - ,..._ ,,,i, ) . - il irl iik, w , .. . , , .., :.,! .. 110 . . 90'3 A3.1 , ,. t t.-.1 3' :-..., 4'- 12'3 119 21 `�..,, 1213• 9'9 14Y3 -12`3 1'8' •2'- 12'3 •fin,• 4' - . 3' - Q 0;Tic• .„_.• I i • . ,. _ 1 o tt. E�, , �„ 2„ 0 . .t.c ;" 1111,•!: ---- 9 2 •k:' ?'6 ' :' •k,- 3= .. 't'B 3' 3'6 1'10 22 3'& '- 1- I A J ; •`?� ` ■� h (j=r 1111.. 1111... 1111. /.,; 1111.. ! 1111_ i 1 II i \ r - - i F ....... .1111 ..._ 11,11 1111 ...,. _. 1__Ii 1111 111.1 __ 1111._- i • j �'rst twrr as ea ►r+ts.. pp f r }} _y �y�1_ .♦;; + f �.. .. 'b: t?t s•�► +{„Ti y' ►• i i ! i {f) �; w JK +eras,."�►'i' • `�� • ,: 1111.. ._._. ... 1 1 , c ........ -._ 1111 1111_ 1111.. ....... .. i __ __ __ 1 N. - ig �, �, to - .r � i _ _. -- �1 ill /•� '� , I \ 3850 AtsA--, ;-- ''111, 'iv A • DS t c,r N c�3 c•+ +nc AII , 6 ______ DS t -, • om.. I S J� 1 .� ...... /�j >•'♦�'' [ 1--Af Q 1111 _. �. fit . .f1E� _ C.r ! •. .._._.� + �� 1�� - -- --� ]' - j& a {_.._._... - _....., �� i le 7k �w 1111. E 111,1 '� ' v'_ lr f,,4 _".'� •-.ri i _ __ .w 311�� t • ... 1111 .11►. Y i..!. ' 71J► ►+y • 3 • i I. L� �-- - ,-s'` t.--- t ,c c b ; \ / / =. spa 50 3050 _ r�, '_ 1 m A i si ; f a j yr • 01 ` / �+' 1 f / 1 '3 6 x 6;TYP. I I • f 1� ii liwrswwrilh I •� I '� / / -........,. _ I # ,� / '� .' GL8 ABOVE;TYP. _ ;,�.�.�� - - L111 - 22 \ I / r \ - { . SHEAR' ALL SCHEDULE - - ' - ' I ' `� �� ' ' �- - _ m u, •. I ' \ I .; \ I \ I 1 9a t 0 m L11 GAL V. EDGE .D 5/8X10 c' A �; t .,� / �• .� t �, BOX NAILS NAILS A.B. I u� .: ,�� ,�/' t 2 F £ P'LF COVER NAIL:. 4�.C. Q.C. O.C. y ,;;, t UNIT : I t I ! p 1 Standard s '- �., t TYPICAL END TYPICAL Mill 260 Plywood sd sa' � agiusta lexteaar t �TR � T PICAL CENTER UNIT TYPICAL } UNIT r =460 SF il walls unless noted otherwise. • 3 �- h GM' 5d gwb " ,= lark Al is GWB one side only- L50 pI£ s'') �,. `°t 500 t+o cr�r .-.. 300 4 45 ..�� - ,� - k' N . ; 1 ,� Both sides nail All •anel ed• are blocked. N Plywood I `E: I TYP.1 HR.STC 58 9.--1. 1 HR.SHAM'WALLS '� 4`4 9'1'! :111 3' �,8 3141 PI d Itld 6" I2" t l ' 460 Plywood IOd 30" ,r I LIVING ,' DIVIDING WALL TYP. I - 366 sq 7 ,I ;�- I3 600 Plywood 10d g" 4X I joints&stn I j I I �,, 2'9-•��--3' 37 `\, 4'1© 310 ` .. -2`9 3' '~'� 37 �' 3 ''�., -3 2 t .,, 2' �. .:(D . ,11= ,lourts staggered nailing. ; I Q 0 J 1 o A co 1‘) ._...\ 1 770 Plywood I0d. 6" 4X a®panel joints&staggered nailing. . 1 1 I LIVING `. I t "' �. . NE 2050 Plywood, - r 439 sq ft �" - LL i_i_ LLI a� f 920 10d 4" 4X el joints&stn erect �__ ',ill"""�""""'i# f; both sides di 3 $g g '"' �:.:..; P P .T�il��rlli #i ii} • G 1540 bode 34?d 6" 3n 4X Qa p2�nel joints&stagganad nailing. ,- - A. �e . • a' c- `r,,,"'-8 11 A in Fii- L1.1 4 • • I . ,,;dr • t , si tol Z CO 1. Ali shesrwall plywood to be 15/32 APA rated sheathing all edges blocky joints meet over CII,of common member. . . . X111 -� �, 97 BEARING VIP. ' 54 Sq BATH - • ;+�� N. i� # "- '-•. • --11\2• Walls that~are not fastened directly to the foundation III be mailed into doouble,joist or double blacking with 20d galy.Box ®4"a.c. } `"' O : 1tVALL .� .,: .i A- . 9 sq ;, �, ` BEARING 9, ,= 0 N - Z w i. .3. Floor&mof dia hra to be mini %e APArated sheathin with 8d - ► `.� ,,� ,. 4. j Ulf• ;�� Rte' fr.s- �} lr,� {�1`1 /� c. M• iT^- �' I�iW�s Qs4��dg , it QrV. Mid. ; C? _..1111 . - CL+. , - . � �;�•� ', a c✓ :i <.�t r' ', M'! 1 ' -__ C� •4. Interior she-smalls extend to floor above or roof sheathing;nail to roof sheathing with 8d 4°a c. BATH ib �`�+ `~,.� .r 59 Std � � �••• =n 4 ` ; t- I - 56 sq /111.11 ue''. ♦ - , . OS 5. Fasten joist Dad blocking to all interior sheaiwafls with Simpson L.SiI u 26"ac,fur cs STD, " l}g ;�,� �.. •____ _ Q types A&B Reduce spacing� 12 for ,»• q' � � �- � t y p e C;8 f o r t y p e D;5"f o r t y p e E&F. F a s t e n'rafters or t r u s`s c s t o e x t e r i o r slit s m a l l s w i t h Simpson 1110. I 0',:� 4 - - LINEN . �0 55sgf 0 ..a 6.All wall sheathing shall extend full height of wall framing,top plate to bottom plate. ; 1 : PHC E PH43TOS dr ART V�IORK�} t,,} �j j� `�� PHOTOS&ART WORK ' �• f !IIIIIII, 1111 . J.� •Z7S T1t,� y *we S• i S1 lot ��r ��nut��silI , - - ------ ' �,,........,__•. I..r,...__._.1111. 1111;.�t..r� .�+-t ..W..='-"'-_ ► ' _...� 1111...,-... - �... -�. _ if. .iigLi�{i.r J' 4wr.�,+.•.r•\�4_ vim..+' 1.......�...-+ «.. �i.awr..� '•"^" r�ilala- �r .�.�i r+L 1-.-++r'�-e •--r;.--._,.,�..! „I�"..' •r,,. a w y S► AI[framing aternbers are DF#2•C:onunon r s eau be substituted far gaiv.box n•�iL�. • i i l g�4 0 LL •9, Three inch sdl plates arc rc�for Type C through shear s 'A► .Of ° C43MFUTER I 94 9 48 --r-�� ,a ' _ ...j N QS jE zr STAT143111 StI< 1 HR,ASSEMBLY Wl Q OS !1' '�- • - a �; BATH, �, �� ,. -n�+v -•� �. - ViSI4 N PANEL --- tt,Y�, _ ;�. &INTERI�IE3 ��i _ _ ,�� ca. C''OLD J�P N SC` ►TJLE __ -- 56 sq ft . q 2 z9 o _ .- ....i . �..� , , �' LIVING . ro "w..o t BATH ' 1111...•DARK LQAD S 'St3N u' ° '• D w- �i , L� �' •-1111 FAST ENERS ` 939 s # 1 K 3068 -�a� 2558 aR cv.. -:----... ... .. 1111._._- " "' _ o 112 RAIL,1 112 OFF W 55 s Q ,. ... _ - -_ . . .1111:.- . 11 _ 1 . 9 -�Q- !- ... - _ - - - f -- �_ ft 1111 . .1111.------- ---- -.- .. _... .... --1111 -. 1111-...---1111 _ ._.-- -- 1111. ------1111-------- ___. .. ._ . _ .. _- - - -•• •- - ...---- - -1111- . .. � •1111 . .._ . .. . . . .. ..._.........._1.._ ---1111 . .. _ _ 1111. �.�.__._._ . 1111_ - _. � _ _--_. ..._..._ ...._...�._..... __.._.__._._._..-.� .�..-1111_ _ .._.__.- '9�D �.. _ _ ------- - _ _� 1 111_ _ . _... . . � _.. , _ .. . . . •W112"ExTENStocvs -rYP.- P ._ � 1 : -- • -�. _. 1111._ 1111 . ___._. . .._. - 1111 _ _ _ - ----;:..3 -_1111_ _.. 1111 . .-• ____• -.-__._ 11: 11 -- :. - - - -__.....___. _-�---.---1111... 0. No hotdown is,'�!(•��iced. '' _ �, required. \ ♦ ` 1 1,111 1 3,135 IV#ST4$ 16-l6d each end IiTT22 a foundations below Tj.N U.N.O. ;- t MI! ' . L7Er t,... u li JAN o LOSET ft - 1i,/ _ I.©,/,4••2, WALL -- �s%�■ ._ /'� 1` - 42 HALF FLOOR°MIN P 2 -t �illl t:l ��. �_.�"`,, GENERAL NOTES:al 5,800 MST72 2s-I6d each end ED8A a foundation below U O, r.. . „�,, ■•r•�•■ll ca • , i t�� i _. 1111.., q Irl t D. rul • It I "'0r1. Cosa }' • 3 3330 - S'I4:4883 :::;inners le 2x anminimum} 'f HR.STAIR 1 �� !' t t GAMES Et�ICLOSUR� �1 •. oP sx 2. 1C? 5,175 S]iT'TZZ 7p iceis Requ ires SSTI324 A.13,.&2-2X studs _ "' t z i �t�. } t 3.PATH EI�SER43Y C4JQE•tNCtUOES Ii s EARWALL}�E I TYCAL �� UNT �� I H S G[1IATIOIV, 1 �� : . ;I F 9 7,460 MBA (3)4/8" baits Requires 5STB2&A.B. _ / I . 'I I I SEE SCHEDULE r PIANO t'�� ' I 1111 1111. jx I t ! .4 VINYL WINDOWS&.2 E�CI.DOORS j, TV LOUNGE =I t 4.NOT USED f ! I � t LIVING .....� `' LIVING I • I4l 9,540 HDlOA - (4)-?l8 bolts Requires `� • t f r 5-PROVIDE HBO WIRED SMOKE ��.7�i�Airzii?A.B.Lei. r ti . , t t - 5 O ! \ STAIR s- ....._._...�.��r s ��T' Si tr�.] - DETECTORS Vitt BATTERY BACKUP_•• q / \\ TREAD;TYP. :at -, �� 402 Lr q ft t , ,i �- cv� 6.PR lifIDE PHOTOCELL FOR EXT. 1.25"diameter X 36"all-tad A 3.�V/nut&W S}ter'on N i e �±: w�iiil�iw� i • / -I t �� . i N 11 15,303 X155 ••1'=bolt$ 0 . embedded end. Embed 14" into footing. I3sc 6" 5 post. `� 2'8 ""a :4%4 2'10 '-'41 4'1 I • cr�■�■t� '"` LIGHTS;DOORS&STAIRS ETC. • ; I • 1 in '� -. = t ?.NC}T USED •1.Nails are common wire nails U.N.O.Bolts ace A30 7.Hardware is Simpson. - I TYPICAL ,�... UNIT / t , --j - g.NaT USED F I # \ \ •t 9.VENTILATE sPAeE TO'1I2Q WI•2. Holdown anchor bolts can be extended with coupler nut and A307 all-thread rod. • ' / GUEST �!! I tr �, �. DAYLIGHT TO 1110 FLOOR AREA. j / / �' /1' . / f�` tl co 3. All hotdawns require 4X post u.so.a:one boldowu is fired at each end of a shaman aneL I I I �` Pu P 4 f j '` BAT/-t rn t n \ I \ t �,, cry 10.SPACE HEAT&WATER HEAT 1 t 62 sq / j \ , I 'II 4S GAS, -4.l�flarmum concrete strength=250D psi.Eight inch wide foundation wall is required for hutdowas. I - 5. All Sim sore products to be installed per manufacturer's ia'structin See current Simpson Catalog. '' ' i / / 1 TILE 1 1` ! �� a F P p i ns,S uup oral g_ � � � t �• � � �Q � '� I \ t� �. ►t n rcrw I / GLB ABOVE / r- • _ Ho1down A B.are in addition to the S18 x 10 A.B.n�uued in the Shea wall Schedule. II a? -I. ... „ Li 7.Foundation Reinforcing:#4 MB in stem wall;2-44 rout,in footing. #4 dowels aQ 24"'o.c.ifxoot a monolithic our. / A ` `� / 2050 • ' ' vtl t / I \ ►`, 3040 . 3040 304 i •/ \ 'r . -0 • / \ t t I _° rn • fj I___._ • .. 'Nr.1c 3:t*?4sX'K's - 111 1.•. _ _ _. ,.- r,,7-•►S/0-4,0W- `t I I I-__ _ 1 111-. I( �I 1X4', ti�?-.*StOS'°:ti::?':s.`:��.:•� • 7 :4�r�:.. -.;�:� v. ''eS.Z.. - ' ?. vt•3�.`"- �Ni ti 'Ir ar.►1..Ir1i.�1{,....� ;._...._� 2111 /--- .....u.......-...I...,...i..l.�a:..:.1..s.t-•r-=�`s--- �. �. 1111. .�.. - ..._ , _,...�, 111,1.{' _ ici, �! _ FIREPLACE Revised April 4,2005 R43�ENGINEERING AND DESIGN SNR.WALL 4l1 - DS - A ,°, - r dS 11 �'• AI I .* c.�1 \IIDS -_N / DS C+rf G. ..J I��. ♦. tit - /�I'" �, C'3 111 N t`7 . 3650 3050 411. LIBRARY 1 i of Ii i - i 1- T ai., � Pm 1111 1111 1111.. - ' & vEIL 203 s ft �` .,•...1 1.111. ...... - q , ! r� =R 1 lest _ Hil �illili l L _ _ I W 3t;�€1 � 3650 I -, ALCOVE it, • 1111-. .....•. - .-. ...._. ...... .._.. I. t w 1111_. �.... ._._ 1111. , -- A. _ 111 u II 1 t ,• • j" 2• + I 3►6 I f 3=._._ter• _ _• •' ' [ �`-� 21 1111. - cs r . I a G rig Y••- , 2 HR.DOOR A. f . `►` .I ,�-.•-.3' '••,,, 4'• 121 •1'10 18'4 ASSEMBLY 2 HR.SMOKE BARRIER WALL I 1 ' • .I co GAS FIREPLACE -''' _ f . . Nlye . I • '"'fir . , . r- 1 '"- ►�, 1 ! j11 7f . ., ,,,,,• , 1 ph ' 71 le • . i r4'111 WINDOW AND DOOR TOTES: - WINDOW LEGEND (TRIANGLE SYMBOLS) I ` - 4•I - ( ) ,401 _..„1"._ liu: . Ilk L-I- idt 1.WINtx}iAtS('TRIANGLE SYMBOL)SEE ALSO WINDOW LEGEND j } f r_ • A=AWNING T1 =TRANSOM AWNING 31-0 W x 1 -10 H _ 3068 ' ' coos �� • C=CASEMENT' 2T1 =2 TRANSOM AWNINGS 3'-0 W x11-10 H; MULLED TOGETHER=fi-0 W _ .. - HP=HOPPER 1111... .._.... ...... 1111_ 1111 1111. - H-HUNG • 3T1 = 3 TRANSOM AWNINGS 3'-0 W x 11-14 H; MULLED TOGETHER=9'-01!11 " .• P=sLtE ' • " T2=-TRANSOM AWNING 2'-6 till x 1-1 Q H . - g•. a ' 'a h, "'8 3' '., 3' ... 2'4 2'8 X43 3' 4' 3'6 # -- 3 2' 01- . O=OBSCURE . 2T2=2 TRANSOM AWNINGS 2'-6 W x11.-10 H; MULLED TOGETHER= 5'-3 W 1 T=•I OM 13=TRANSOM AWNING 2'-8 till x11-10 H . _ 1 112"RAIL, 112"OFF ILL 3, 110 �' 8'6 �•�1 7'6 -2=1 ,� -12=2 3`11 3`1 --. . . . . 1=I tut.RATED � _ ' 313=3 TRANSOM AWNINGS 2'-8 W x11--1 0 H; MULLED TOGETHER-• 8'-0 W WI 12"EXTENSIONS,TY 91 1 2 DOORS GON SYMBOL) - T4 =TRANSOM AWNING 2'-6 W x 1'-10 H ° '' . I - •• A=ARCH - . D-DUTCH T5=TRANSOM AWNING 41-0 W x 1-•10 H '- I m 1°3 - - F �H TB=TRANSOM AWNING 2'-0 W x`l`-10 H - • j) I ' . ,'�` . 1111111J = - = - 1'1'5 LIVING AREA• K='IUTCHr(112 FRENCH) 3T5 3 TRANSOM AWNING 4 Q x 1-1 fl 1-1, MULLED TOGETHER 12 U W �-�. �.=Laura 317 =3 TRANSOM AWNING 1'-10 x11-10 1-[; MULLED TOGETHER=5'-4'�i "'•" _ � I 4494 sq ft. • Le . 0_ORNAMENTAL 1 3 ~•�.,, ? *,�.,. ,1 -- • ••1=s HR.RATED 2C1 =2 CASEMENTS 2'-0 tilt X 4'•-6 H, MULLED TOGETHER-•4'-0 Vll 4 , �r A.3.Mta�C.NO1..7 - AY... .�. 1111.. .-,-......�. ...-« -1111 1+111. .....� .. 1 ilw • I ` PREFIX=DOUBLE C2=CASEMENT 2-6 W x 21-8 H 4 -- " ft . . C3= CASEMENT "1'-•01 x 2'-- H • _,,,,,r ,,.7... "` -<N, ; '`J t�s I G� B. 3 PREFIX=TRIPLE . • C.-a'PREFIX=QUADRUPLE 2C3=2 CASEMENTS 1-9 W x 4'-6 H; MULLED TOGETHER= 3'-6 W �. . "r a�.� c.. • 0 • Q.TEMPERED AS REQUIRED .......,.:..�:,....:;..,�_,��_ - - E.=ES LIS'T'ED IN FEEtAND INCHES AND WIDTH x HEIGHT.E.G."3036"=3-0'WIDE x 3`.6' HIGH. • 2C4= 2 CASEMENTS 11-6 1 x 4•'-4 H; MULLED TOGETHER=3'-0'I! _� - I . F U-.4 WINDOWS.;U--.� DOORS _ 2C5-2 CASEMENTS 11-0 Its X 4'-0 H, MULLED TOGETHER ER-•21-0 Vhf e' ' •• • ci . . G.DOUBLE GLAZE Motu E U.O.N. fi-=CASEMENT H.DOOR TYi PER PLAN .ox. Aa E T 2'-0 W x 2' O H - - '4' ° !� sob H. 4 I I. EGRESS HARDWAREASREQ'D. - 2C7=2 CASEMENTS-11-6 W x 3=0 H; MULLED TOGETHER=3'-0 W - STAR . I. - - . I.EXTERIOR TIMNSOI S ARE ZO"HIGH BY PLAN WIDTH OF OPENING BELOW - A - 117ft ■ Ca=-CASEMENT 2'�1lll x 41-40 H MATCH LINE AND � i .�• '#��u..- = CASEMENT'2'-6 W x 4'-5 H - - 1111___ .. _ 'L I E ; 1! ::.r..._... ,......� .L.,.,....r: ' ' -- -~ - _ -- - 2C9=2 CASEMENTS 2'•-6 W x 4'-6 H; MULLED TOGETHER=5'-0 W • I ••• i C�1Q=CASEMENT 2'-6 W x 6'-0 H I 7'RISER,• e� - . • Irmus -* iv. DN I t l' FAO; •. C1'1 ==CASEMENT 2'-6 till x 3'-•fi F�I `�'• • DOOR LEGEND (HEXAGONAL .C12=CASEM�.2-01111 x.31-6 H 1 0; '�`�'P, -' - / - OOR L (HEXA NAL S"' MBOLS): C13=CASEMENT 2=131111 x 3=Q H # _ _`_-.- ...�-,�._.._I C Ct 14=CASEMENT 2'-0 W X.41=6 H [mn� - _ - __ K=2868 HALF LIGHT C1 t=CASEMENT 3'-0 W x 3`-6 H • -- �""'""•=-� FRO=2868 FULL LIGHT OBSCURE C16=CASEMENT 3'--O W x 4=-6 H . . A • . 3: 4112 FRO1 =3068 FULL LIGHT OBSCURE - L=2468 LOWERED 2S1 =2 PANEL SLIDER S-0 x 3'-6 H ! m . ......... L1 =2868 LOUVERED 351 =3 PANEL SLIDER 9-01111 x 3'-3 H . _ """' "" ° . • LS=2636 LOWERED f "' .` - .L3=3068 LOWERED ' Fl =FIXED 3'-Q W x 2-Q H y l P=2468 SINGLE PANEL F2 =FIXED 4'-0 W x 4'-6 H - W I ! • • P1 =2668 SINGLE PANEL • • • F3=FIXED 3+-0 W x 4'-6 H I 1 �' • - P2=286 3 SINGLE PANEL F4 • =FIXED 'I'-0 Vtl x 6=lJ i� - �' . I 1111 _ _.._ .� ..- 1111 - - P3=3068 SINGLE PANEL r f ,�'' FR=3068 FULL LIGHT 1 j � • 3FR=9068(3)PANEL FULL LIGHT j 2FR=7068(2) PANEL SPECIAL GLASS • czal CRAIG P. MONAGHAN C;3' 71 at.* 2FR1 5668(2)PANEL SPECIAL GLASS • •2FR2=6068(2)PANEL FULL LIGHT 1, ,�, .. : = - - ,c,�'� o ...• PORTLAND, OREGON•2FR3=8 8(2)PANEL FULL LIGHT 1`5 10'4 11- M ri. � 14 °'`'�`'� ' ,� 1545 2FR4=5068(2) PANEL FULL LIGHT o ► 218 1 OF 3FR3=8068(3)PANEL FULL LIGHT • - • .• 3FR5= 12068(3)PANEL FULL LIGHT ` L= 3FR5H= 12476(3)PANEL FULL LIGHT . . . - • _ .• • Pora•-•-: 12PP '••'•1"2) • q-- -P •S - Aik.),Ak . -- �'ks , . $. -,A . 0 . 1-.2e:zrz_. tzetK1144,, , -14..inwczte..)$ tizb' MGR MONAGM tA .. . ... . tp2ORILAIM,OREGON . „, 4T OF 6k'N". . --- • SHEET • - t..) .A2 it 3 • • • • . • , • r.rr, I • , DATE: 7/6/03 . REV. 3/23/05, 4/25/05, 4/27/05, • , ' - 6/15/05, 11/22/05, 3122/06, / Zi.5/D .--6/12/06 X LL -x .cti '- . � ii") O I co) 0) _ TYP. 0 o Co _i r -� f ._ .. r ., C7CO O ! -s- j r -� E I € 1 i ' I • L I E I : ° T 'P. 1 1 I I z w fr 0 I I i I I 1 1 Q > O �. .. "_ - - -. - - �o _ 1 0 I w _ ! O I = " = 1 Pi LO ' •, = Z I - �` r - - - O cD Q _ r*i �-r I w , _ r/ u? 0 I _ ?.• O WALLS BELOW I --I 1 (Ni 1 = 1 HR. SHEAR WALL � 1 HR. WALL = CUT BACK TYP. OVERHANG 0 W I BELOW L it- BELOW = FOR SHARED GUTTER _ ' _ -- k: =v. I == . 1 I = L, = METAL ROOFING 1 ,� - - I w I f TYP. GABLE END W/DROPPED - - 1 1 PROFILE FOR OUTRIGGERS; SEE SECTIONS = = I 1 muuumuununnmm�mmmuumtnrim= a 1 HR. SHEAR WALL I • ..� 1 BELOW I _ - 1 € I u -- 1 HR. SHAFT __ i 1 --- C I 2:12 = WALLS ___ s W 0) 1 SLOPE I w CC CO = -- M 7. •' w t , 4.• ._ CO 4;/` �. i `f !� W t I #■" ,►.. :rR�Mr.Kp1Yly ♦� =uurnnmunumuuuuusuuummnum= !•�tz..4,.ezt .x` "wv. � (4 `:: 2 a I r '," .'a +4.• = w R♦• +yr `r'**a♦ I —.r' 0 i�r../ ��r qty•++v r + v+tv+p w.ry rv. 4 f 10:" �, ....... .."I.� I m�i+l.�a Y1�i .*a ka w Pi�w♦i4a:1�♦i;`►*i i•a i•1fa•a♦►•a�r f�i 4+.• a4i•.yl.:•x#Y�.. x'z'i�i � y P .�1�i��' 4"E'`P i r��i R+�i y� �[i x' ► ya:a.Y.l++XX1 4!i.+!+N!i�w 97..Y.a.ws. A,V,•..s..+... 2 mr.n PSP{�'PI'.m` i ornmsPr'P�'Is'Pa�Arno+s • }'q`ceAro'i ar V'I'e P4c ./m my7ri'y w"4'F�yp.'y 'F►mo.`+.12m.: 1.f k t4 r t. ♦ i.a!1.1'1..1.•.!. !- 1.Y YA.1�1.f.f,f.4♦.f.►-i-.f.*. •••+`:♦•�►_f...4.f.1.1.1.KK Y.i�TiL'Y;..f-fY;l.lA:`i►.1.1 .A.�x_.l.i.a1;.'lA:. 'Y.MS .'i'Yry I ``', ;► I Ui £t c i ! ! "" I !f f 1 HR. WALL BELOW `'`'~:♦'''< 2:12 1 HR. WALL ..,�•'''• I 1JJ },,,�, C"y fZ I f< 1 HR. WALL SLOPE BELOW 4.,� i.,��=.�. .yar,�r�-� 1 —..` �" C ....[ ct ,, 1 HR. BELOW 1 1 BELOW •,:�• r I -- r•. 1 .60 ❖•'* `4 •'` C5 O ! ,, a'a 1 HR. SHEAR WALL ! D; I 1 HR. SHEAR WALL ;, '<' BELOW 1 �! ' } --. • ! :; BELOW �� .— _ _ _ ' METAL ROOFING ; 3 t3 C3 < TYP. OVERFRAMED AREA •.� '' [� L? I •'< 1 HR. WALL ♦. —I �,, .r... - O I RUN SHEATHING THRU BELOW BELOW ..b 1J � F (\ a. ''' EXTEND € * & CUT VENT HOLES AS REQ'D A i I GA SHEAR WALLS . + N. r BELOW UP TO I • I •"t' DECKING;TYP. € I a �'. . « 1 E 1 : 1 �f< • EXTEND WALLS BELOW •' ._ I • 1 SHEAR WALLS 1' ."x'9:0.❖ $ 1 I a BELOW UP TO I ! DECKING;TYP. t CRICKET 1 L �. _ - _, /BELOW 1 S L 1 kt 1 '- 2:12 2:12 I I I 2:12 2:12 ' \ \ I SLOPE SLOPE 1 . I 1 1 I 1 I I SLOPE SLOPE I I ` : 1 ' 1 j 1 I ] I \I ....1 /\' • CHIMNEY 1 I •• BELOW 2 i , 1 I I I GUTTER 2:12 r 1 1 i I 1 & FASCIA SLOPE I I 1 € 1 I 1— ROOF OVERHANG I 1 • 1 1 1 CHIMNEY 1 -- -- 7 i r i ! € 1 1 +1 1 TYPICAL ROOF PLAN ROOF _�.. .,.�. .M. ...........::� s.„.Mt�..L■S { L-,-_i__ 1•� SKYLIGHT I I \ . BELOW 1 1/4"=l -O - I I 1 1 ROOF • 2 HR. SMOKE 1 1 BELOW. BARRIER WALL-- 1 BELOW I 1 I 1 2:12 I SLOPE rm. OVERFRAMED AREA; I I -RUN SHEATHING THRU BELOW I ,-- & CUT VENT HOLES AS REQ'D ROOF I I I . . . BELOW 1 1 ' ► I . ,1- I I TYPICAL -•--_— SKYLIGHT '� 1 ;.'�«sra�.wrweaa.rxr+e parr: +:i:: I .�.•, ;;.,.s1~ :'.;'S:'::`R' I BELOW ... € 2:12 I 2:12 . i;:a 1 1 SLOPE MCI I I SLOPE `MATCH LINE & 3 . . i. . . - - - • , . . _ . . . . . - . • • - - . . . . *I! Z = . .GENTERLINE = i - _ < aft i I 1 iTi:7, I I mull . C? 1 �rra rx:. I I ..::»s?. I .. 2:12 , I t* SLOPE an ... IrI R I .x .., 1 Timm wrr##arwara..' w.��-� •r+.....++per+.. .._ ... ! I €a I N./ ; I t I . I I I I ..-/ 2:12 I '` • 0 um 1 SLOPE r > !I , • •• . 1 I i [ I . 1 ! ! I • I Ct Vaaan ' I 1 1 ijong.: Au-- ,0dz fr4 y r 15e- ,&f:—t : = �y, .00/ E 0 C'.,. , ;y0 .GIB 76 10-4(2: /VF—A1,114,14 • • 5OREvvG#ON ,„ ,, :i 1+6414cr-74%\fraci--- Ahk BLDb. 2 AR04., : i ?Le • '*''. : C'3 CMG P.MONAGHAN .....:. : 04 A�� • . 15 7 4,z, ...--- OF (R‘e , SHEET s A2 A - r • < , DATE: 716/03 REV. 3/23/05, ` . 1t/1 0/0b 4125105, t� 4/2 /05, - t 6/15/05, • 11122/05, " • 3/22/06, 6/12/06 X L.L i 2 . A3.2 'Cr • , - 0 I z/r$/� -- 12 A Sgt.. 5""1 5-1 • - ,,ll!iik Fox peof f rM i Cr) 0 A3.2 , „ C3" ( „ 1w..s�.. . ..n�..,wi.s■...---- TTTTT _i...... a �..t _ I,l.I L'") L M.„,.., < > 0 . .. = ii .,,.� _ 0101___ ._ PLATE�' 'IHRSTC5O WALL ...r..- tY :` iiiii iiiiTit 1111 80" 0/1"" i , < Ct 2 LO < - L - . BEAM i 0 ° LL 8 . 0) 1 (..O ! A3.2 0 N 0101. LIVING ' CENTERLINE&MATCHLINE t <' IP):I ""'""- LLi C.C) nn Ii -- ri II I I t 8'-0" •V • PLATE I BEAM �►' :8' S8" r JI !,! 1 H , 1t �i 'H ' *+Ili 12 12 9 1HR.STC50 WALL - { A3.3 A3.3 I BEAM 1 A3.2 # - . . I :A;L• A3.2 LIVING ._ ...... ....._.._ A ►. ♦ LIVING 9 '..' !"I '€E€ i( ' /I di l i . , ' II A� L r f j 1 t- _....___ -__ —.M._, .�3 .Ail I lik{{ ; 't1 ALKVVA►Y Cl t „, z 4 . ',..i.L.„2.2.1.......z.... .....4 ti....u..t..1.,...:1 ;.1.1_L'i : $ : ' - „ „ „.1.1.:,..L .11.4 - 1 8'�4" ELI C£� • •- � - N� � � NIII PLATE `�- IBC ,�' 0" Ct[ i , 0101... 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I ~ 0101 i I HEAD �. 11111111 I HR:STC50 WALL . i • I ill I i 11 1 0101.. , - ei 1 BATH LIVING re--T A3.2 . 0101, KITCHEN & DINING 1 '0101."' r�� BATH ,I III. Mill . 11111111111111111111111 i . - 0101. r (11) =II • PLATE ' =le 1111 W .� 80 I I WI.HEAD ij • - Z 0 i RECEPTION OR KNEE OUTRIGGER B� A3.2 MASSAGE1t�ll ICE ; • • 0 0 BATIK STORAGE ACTIVITY ROC}l!!1 HALL BRACE 1' • #9 #g A33 I A3.3 is . 41114,„_... 11 : 1 , . . -m---I--IIIIIIS II �"1:.1111111111111I • SLAB • . I s I Cott) �M ■�� •RR . • . . . 0 aa. ..• • . Z C) • SECTIONSI - C:i I"' . Timm sammal 1 • ar. . s_aff . sip. . . . . . D ilcit'llra . " vii-,. . . . . ' - . - �.,,,eAkcy.3. A C CRAIG P.MONAGHAN 'c 1.--•- • • PORI"�� REGON „- ., › 1545 . OF O1" , BLDG. 2 1 4.1?6,.,_,. ts'i.0:3) -ri--,,,,, cRA.1G M AG IN -, • • ,:42 ;5o_y PORItAND.t GGN ,a. • SHEET . _ A3 0 0 '..ylw...K- • 1 DATE: 7/6/03 ' REV. 3123105, 1A/48/46 4/25105, • c - 4127105, 6/15/05, 1 1122/05, 3/22/06, - 6112/06 X< LL . ' 0) c = co o) . 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A3.2 A32 - A3.2 "p.ou..1t d- 'I:-.'Y'1-- ,ta., - Illig- 'Whet" -rep --a-kr.„- D III • • 1-P Gam- t....1 t %%N....i • SECTION 3 . -NI? M 'rum °t • . • 'lik .' .p.. N,GNAt r-y i • pOR t AND,OREGON ,, „ i 1545. .4i5i: wiz OF • - BLDG2,� 2 5 . . • ... OP .441'c-Nce,--6..,,.. ......? y.-_,,, C CRAIG R LrGHAN -'. • . 0 ��,ORES "f. 1545 . O SHEET A3 a 1 • P T.block. AT 7151 t • Sealent.- - 3123iQ5, Flashing.' I -• . . 425115: • �-low- l 4/27/05, Flan and IPPAIIIr ■ Counter flash. 0 li Typical exterior wall system(1 hour rated) * 6/15/05, • See detail ; # ..'. 1,1 i 3 , • `I • •'t- •' a roof assembly �'."•�»1�� # - , # # : # • v �1tw._. °- •-a ./►.. t Typic ulterior watt system(1 hour rated) !See detail 1 f - Cbt. x fi p,t.plates a -- -,� . '- # See detail 1 4: 57/1-151 i 2 x 6 tag decking # . . a . -s c 112'EyCt l fnish o • - 0 : :• . • : ;:: t8m.•,� # R-3iotn f � 1 #� furri ��' ��•� S-!,5..-2 � � � #1 : #1 11te ly sthing. # Y ';I'�' ,, # ete fla i t i. b. ----- .._.. ' hartdtait.�'' ,+,i► ,,, ....,.�' # ant h ::Ef g�,�,�� ..•�' #� :! -t 12 e�ct.ply ish '�,+►+*i►♦! �.�•,"��•.� 2 x 4 flat, � ' ._.- „-.. Hotdawwr� II# Simpson S5'133 .. t!i ill Vinyl mesh.hi �,� 3 x fi g,t plate R 15 Ri id insulation. #`# '�"# '* exterior # I rail „A:,�'4;44 ', *! { '5►,� �,l�j ,t"j a): 2 . ‘ • 0 3/ er Return hand , !# ♦; �'►.,►'�►,��►�►44 > !•!' '..." ,LU : ii:Iv4wqr .1.414. � � � � � � � � •• •wJ _314'"Chamfer. •.,,... # i . 41 i � ,� •: Scale:l-•112'-1-t1' 1�"'�1�""� , ��t ♦{►#4� P►# !♦ �i '�4 ' "' ' " ��l j�"'" Goat.#5 bar > !t!� k.':.!�►! 1►< !{► .'�''.., _.,i]ii f - Threaded�dfdQUbte nut • . 4 r i*{►♦i # embed?"`mto ig. `" 1* - �► ! t ♦► ,�►# 4►4 . '� '""'�` s x•14 pit.beam . #!#� > C1C 0 :n ' . $� a . i* ;�l`"!Y�►`�!�!`'�`►' - '. �!�"�►"'1�1"�+►`'♦`'#'�'•�►T!' '�!'r+tl #!##► ; ♦!lj�► ` ;,`,ice ...,� M C nc.siab Grade ° ' d t � ..._ .... ..._ � �! ,, < mew M X 1 plat8 ,� •�... i iA►.i i�►i��It.�►��i.�!►,►.�4 �.1►�i. !► T #�� *#��###,#� ;�;'!��i,. ra x:.t._:,x 5-118 GLB be Ql2d ' �► 1♦ : ..._ ! .+-1 Hvc � r��., late -}..-, =11 = I I= ,I a a� a aC7 Cl o a t� a C7 o O . C? oC}�7 rs 3 4 0 4 oQ E3 rz tt �,�s a ..r...._ —"""-11-1 ii �� tO� ��a�.,�Q�a�.e�aa�..�� tl��c1�Q� , +1��► x ledger r _ . "'-'� 4 • --- # oCIQ goo ao4 aQQ ao� aQC�000 00 .. .+� . ` !#+ff* ##�►*�'♦• 2 lk .,..... . II1_j !_iL b g- -- Shear watt beyond �►•t Cant.#5 bar .• - % . 000 oU o o0U nt? oQ4 ad°o o a ssss ; i t 4 a �2j bars cent oA` ''`'Q oao�..• Typical floor ceiling system{ hs'rated)d} Q - • . o e _ : •.' `' ' 000.0 a0© 004 000 ,:3,I_.•' !#* �'~ Ease C)•see detail 5 _ _ 0317€1.2i3°. [ _ CP.,,•- - . - d•� 4 a0 • 1 -°° a • a' • i'()�i I _ .' • ._._. - *.;• —....-.-1, • - 4 2x4 brace. _* �per.✓4C3** _I1I1PII!Il1III J.�rarJ.rrrJ.r. �' - . _ _- - - s• oQp° .i -' .� s 4300 OV s '� ' • a ,'. ` # • �� +� Yy@pF€OrE-5 p i' as, 14.80 8* k4 ., 5 11- .ms perimeter b - a 5- a •...,�•.+�f ¢ + ,A„�, +' �1 ,...,. tar ' { 3L-c A• f ly~ r'{- •- e . 1 •vs {psjq�,1 j _•_ - .° _ a. . " a °o Q• cont. 4, . .lb. j jj= , 4. 41*.•••••••■■•■ ■■••1111111 .. i ..s. s. . d. A . • . .—;"7•. • -- - Iii I 11,—. •_ bars. r P.t.5 x 1 fi- '4 * - .4* ' ••• - a .71 i=— -; .. : - !'..!'. � i g#'u`e i ev 8.,r. -# - .. .... .__ plate Z t.,� t0 ,,�.�l�tl�... Sit.artgtE3 ,,, 5-118 x#�#"gib _..,# _ v� ��!9�,AL �' ! Conc.slab {�. :0 One hour sic 50 wait assembly Fts . • co - ��/�js _ !ti ►•• . Wrap beam t wig w.+.r T � L3 - red le i Cl co ..$ see detail 5 + ? Webblkgr El r• .tee:1-11Z"=1`-0` Exterior perimeter ftg. .: R_38 Insulation 1 9-I w 2 x 6 t decking scale: -1r�' r-�- Contractor's option detail 2Q # P.t.4 x 4 cant.cleats. C C Cs i J92`Cone fior� ��r �3ea h 0 � . with radiant heat . 1 0 Seale:1.112'=1`-0* -sue_ _ - •• - - F.F. . , :: Typical interior shear watt system a , � . rarmera,.rAr yea ar..+rmrrrr.+nsrar urawa carrdrss4rarr rwIrarsi�rr.,r.+►ss T • cal floor stab Construcston`. ' •_ ..---' 4.-":.._r .�.-4P$'--•—.72j .._ ��/ .�:- (1 hour rated). See detail 5 scalA:1-112 1-0 ♦ .• 'r� •or T 1r .ir ' 1►' r 4'Concrete slab r ♦ t:- • ". * 311.11111111.1111 zillwi r •f ' _ - .. I. r. �► .Er T •r -+r 2 sand. .. Typical exterior wall system(1 hour rated) - �- .w- • } `? 6 ma moisture barrier ., # • •y �` Sea detail 1Ii ; Typical exterior wall system(1 hour rated) . .. kb. A .. . .A _ AIa A .. .. .� t. �� . ._ �'"` '� 2"sand : 2 x 4 p t.plate with 5t8'a b. _ 'l�ypic ticar slab construction. *�"` t ? p - ' Corn acted ular • shearwatl schedule#ar req. f •'«' See detail i 7 "" '� backlit!.• 0 Gant. bar `_•• beyond top riser -it" Sloe corn.deck away # 'i� i 0- = si # • Hotdawn_ A " F Y ;0 Qbt.2 x 6 p.t.pieties E? , ,.�.fmmk bttilding. O 111= -ow, .,:: '' ' • 3 x 6 p t.silt plate. : .Et 2 x 6 i8g decking S 1 1 a ► a 0 2 C>: Sealant • i ansulatjan •C,"�•••i�"�+ s •i• lie °' d • ° s a • Goat. 5 bar top bottom of stem. w 3U rig d -- - Gl-e : ' Et Membrane fumng 24'o_c, •• _ • `� - • # 0/4 _....1 .. w a a e ° ¢T tD d St'1"�tps€ti S$T�s"jA�.. open.# �•x�I p► {�StS • Q.C. .. ... i• � ; `' z"concrete f ' 2" Cincrete floor .y. •..,..:.'.'.'.': -:.: :.::....... . ..........:.:.:'" 0 CC ... _ ... d R-•15 Fllgtd insulation. f :°:::° .. 'a ,�„ # „` 1111 -411 �.: t-I 4 Ptasltcng. -�_ b - 7,1 r- . o c a .. Oo o. °,:--_3• d • oCo �,•o oOo 00© I L ite C� r 0 0 i . .• 4 e .,� '"'.� "-”"-`a == ,'a•:.,. _.._..r........•. ...� .._....r_... ..... �,`.1��✓QVp� a °, a ..4 - A • 5430 0 --1111 .� y a .• - q • _ __, . . __.....� 0 n I ' • wSlnarlSarrJArAwrA ar�"w�rl's'sXdmIJrwr.�'.wGrt2.rrEws+rlrrr: ,rl►arirrwrw►.NrrJ.rry anarar.�rxirarr�Cnn�rarar..►�arw•wrarAl►Jlrrr�lr.�r�w.rirr�t�a►.ar.rRA•-ara.uc.�rsrs.or/r.rrlr..rrss • t at • ■ . e r t Qliving areawati 1 1•.___. a © : .4 ;�►*, . I_-yam { Scale:1-112`a=1`-U" ! .• • • .�•'. # 1 .•a x:a t:s:-.,a♦--_.s.:.:.:. - _ 11 ! 111 111=1 . 1. ♦ { - 4 En osoolPoolloos 3olloolloos�omOclloolld � !*/•'� ..�... � � • `�' � � � i • '• • �oo0oo�aCoc�C�aao�'c��0C�'p0�o•, �++�i • 4 x�•�osc# 6 x tv p t.beam #bars cant 1 - ` 1 epo 00o 00o 00o 00o 00o c o 00• .•.. .• . . * #i plate 5f8"type}�gw.b_ . # �.... f ��o� � aQoa�PoaC��oQ ,� �� x ita�. . ,; ... !! ►•�.r•r Vinyl nosh. I I I`4-- * - = o4q*ea as0t? �`�� ao0 ao• `##� t,►.+•• r......r.�rwrarr►...�rr�rwra•••,. ..w r.a.:.4 �" a a ga al=aatra i Shear watt beyond / .17417-441 , - .� . a t• Q s'o#r `....." !## ►'�'f''�#• • Interiortype shearwalls - `_r.1 C. ............., •i! !iI' Scala 1-1/2"l� '�!.(�* �..r.. a ° . . d, a• a�..•�_AZ. ,e 4q • P 0- iff- . mo- , y•�� :jr$ . 3 4 10 Exteriorwall • solarium I.. J Ft- 0,4. Seale:1-11'2".'i`-lr i e e . 10 _,,,......„0 ...•icaurrrrswrarrr:�andonir r��aaw•rar.ar. crarlo rArraw.rrj ors . •' cant## bars. Et ` _ ,;:�cwfrw,rar�r.•rr�r.+rrrr�.irarir 1 . ,,,,,.,,�,,,, # Typical interior shear wall system / • ' Y� i 047ilii �-- # (1 hour rated)- See detail 5 .1- [ii' ' . 0 f 2 x 6 cap. ` • 0 W. Will III: .. $ 2 x 3 p.t plate with 5t8'a.b.Sea Exte r o r e r[m. f a. a to rr ate• i 4 x pttSfS 48'olt:. a # shearwall schedule for req. 20 Scale:1-1/Z=1`-0" ©x 1 Q•*.; .Cant,# bar tap'h ii ` i.' .a�iw►. 2 x 2 } sr . . • ° ,‘• Q a. a 4 T fl j sts - "V �r v '�' . yr ♦ ► �1► ♦ E oorof > ) ) d: ., a ical floor cellin• s stem 1 hr Hanger : ::01TJLbIkg a 4 s - _ d • awing area '� ' , '' . - . .. , . • . .,1► 1 2 c r :: .•.•.':- °....,_.�._.._......... ........ ) Lst rim board • . > { ) > &ii e = edge nailing ....`.. ' �:...�►~.•�,.`_. 314"t8�g ply ) 4 p ■ s = shear nailin 16d nails .. -:•_r_. .- _ 4 I • a FF .:�. .•• r :%,,,i� �,�� i:: • . • a 4 � �J,l./�1.�1./J.aI.I.I J.I.a/JJ.I,:.�.I".w.+/,�,IJ..EJ•l1.►�".J'J.rS�.I rJ.�'JJ.�'J1./r.!.�.lJi/�,.�!'.IJJ././JYJ.IlJ,I'Jl1 4 4 ��. p�rQO a: • :...s , e Simpson SST1324L IL } '� � ..°00 00 0 �� - 4. -�, � t �haldowrt It�cations. '��E1 �� .. . -- *4 # rfsi �rM► 1� f n ho own - �. - 'Q i��i• N)111 Scale:1-1/2" 1•-tl" `�4 `G a p•Q m t( I/ tit-porz_._ ,,,,A,..2...- (2.,,,,,,-2,..e,5 .4, losc . - . • 4 4 • ' 41 e.• _...... . • - ' - . - . —1 I i .-$A ..-...,..0� ► .. •- jIIiAAIIAI3IIIiAiIA. IPI A Z. copper. 4 ) 40+ 4 Exteriorstairsto . p 4 " � Z-4" Rigid insul plate ��e��♦♦x� j V"0* .,000„,.---41.00"-- 26' �1► ►�t ► A# 1► ► w 2 6 t&g dung fi. � r .� ar► � .+ .a. .E` Waterproof membrane Trim (3)Cont,*bar $Fri 6 4 x i g in H13C hanger. -t:::k1n91 •Continue sheathes th 't• L•.-•, 1 # •# Typical exterior wall system hour rated)'� 5!8"anchor bolt •#k � i!1 Y � } 14.4s14— ""'` See deta • 4 _ , 1� ; 112"ley sheathing r1 t r r ,: shear , w,arAwA r reasi er..r-rAmer-ar..rwraw.r rrr:•.arararersar r r...ri�r.r. .:f 7.4'�"�" �� /��jam,.. - l Et 1 ._jYft� 'w :..__ •-- _... r,... (;- \8 Sc�ale:1-1/Z t4 1-O .. ~ (��`•. _ ({/-�,( --- - '' --- �: t ..._ ii; �i/$"Cfld bGl 1N12"WashHrS # lifter 1 - Ed a naitin F..'ar�""- ll.. j ._ 0-- ....hopAlp . . • - --1.15.1441.--- tit/fru— ' ...t-tr,•-a)1.-6. . I-- 4, _,, a _, .. ii : fL,`1 f •!- 1/i r•AI 71 S1.A..r..r1Lr�II' •rJMJrJIA►��.XarJL�LIr/rAr.LAU I 0•« • •�► 5 r• 1 t ^� i\.1 10,i IN ._ .. .. 0 : ' Iii,tea.. o -- �'• a 0.. a 0.. - _ i �' 0 : . - Floor air rm. ' - gr g q .._•.. ��:' - " � .a x a,x..I.. ................:._3,. . .. 0.: . 3 X 4 ptr p . '� 2x2.Hu 610 hart er e galv. 3 x 114 , eq. Scale:1-1/r.1'-o• c � galYr S#!,plate 6 x10 oiStS 48*o,C- -_' # S - - s e • ,. Cont • bar at top 4 x 4 posts talc:. . c * . - 6 x 10 -0 A- . i 6‘. ...`:a.L• A. -'..-:'.:::.'::.•..__......._:..-• L�..4 hardwood l - 2x4. 1��• ..* i • dIg M gat. posts 4F"o/c. � s 3 4 • • • Q - _ - s'"`, . C 9 \i‘ e 1 ,-Er � _••:-:•:•:'•: ::': :'• • ...._. . .. -. '. ..•._...... . • .• .,n 4_ ........ _...-. .. .. ., d GX2• Vinyl mesh. Q i t • rig aili Lrr1. ?X 4 tat t?.C. �a• ,�, (2)518'die bolts -Trim i - •, °: • '• •; . - .' Simpson SS B24i.. } ,� a° a Q �r hotdctwn tr�cati©its. Shape. d 2x6 handrail. . di -'�---' •----- : -.�4:i' : '�` 431(' '' ;: or bolt 4 Blkg• z• - * plate ,-- 3 .a ._4 ° : . A �- • '• a -a1 x lO rafters 48"G.C. `�` s Jilt. s . - _ • d Q• 1 y112 P sheathing • -: „.. ,,..-„,....... • :„.,, , .. .. I I T iii, , ..0 . ... 4 ' .0 . : •el :ee:111L's7L.... .• 1 91%4 1 -- 4.- . • k - -ram L---Pi----i 4 . Ak) , • 1 t•.*_w-• _ 6 x 10 '4F "(C V-L 0,-.... - teD 4 ri LAIG* . Gi�of agQe �Cl't;I ' . r.iii• - - ♦ '0 ,t 2-tong, 4x12 treads. N 4X i 2!reads •. . -# 2'�'� i I I x riser PORTLAND, ..,\ I 4x4 post d8'o.c. -Eat i t �• i i 1545 �.. �4� -0 _x-•--_•x. �.a x • ._. xx --=. at .x♦* I - -- -. w i ,�i n lyt OF. OW :°Fall- ________It..._ 4 , ,`�� i , 01=1S, .._ - Interior type shear wall - • s s • 1 ._ . �, :fin' � � _._..�► l �•'�B'X 9----y �,,, �aaax a�raaaaaaanaaaarrr�i post location outside-corner ��} location inside corner al Scala:1-112".1'-0* �r� aaxa:••:zx.sal:St::a•x_s.. zsssr. Countersink lag screw. • ... ..... .� • e e �' 4 x 8 corbel -�c-•----_ _ ... _.{.•... � S!$K d€a bQttS WO washers Ed e na�in 1545 Edge nailing g g Coutt#ersink la screw. � � P.t 6 x i6 carriage �� •� Exterior as • 2-4" " r.__ 3-112"X 3'x 114' stringer. CRAM .`.C'•L�`WS KM � •c;_.= ::::=1 gear,stl.plate s a:1-11'2" 1'-4' l=u#1 y:D.OREGON . Ft 0 ./ framin • • Ian @ covered walkwa OF 00 I I 5A sae:1-1/2"..14-0' k ,,. � /`-� Exterior stairs section SHEET • - - State:1-112• 14-0.• • 1 Front column • • entr nano • . ,....., , • 23 Scale:1-112"=1*-0" `---~'"`� •• - Co €er cap DATE: 716103 . • r_ 2 hr,roof ceiling assembly. 1 ___ Y• s } REV. 3/23/05, MZ/ I i . L- =-- /06 4/25/05, , . ,/ L- 4127/05, 1 i 041—i - 5t8"dia.galy.bolts thru 15$ . �' .�: .. . -•. \. -••, f - 4 x 10's and post 611 5/05, - ., •�_- ` - ` r-1 � j' � � \ ++t )<: •� �• � � � M•.1 t ! �` !, . ,� "' , , ,, \,.•\./..,.. /' . E i 1 1122,105,• •1 _ 3122/05, C\.- - . .. -.�„�► ,� ... 61127. 0 4-(1610/1- .9 i,-• -3//f. al - Cont.ceiling assembly :•' Cont.ceiling assembly : g p 4 24*0.0.• to next support.4'Min. •'_ to next support-4'Min. ,_�,__ 0: g al -- each side of post. • date. No vertical penetrations in 2 hr wall assembly • . J Pe hour watt assemblies. HALL ..:'= —,_ (2)Layers 518"type X G.W.B. 4 x 10 each side of post. 1... x10 rafter. 2 hr rated floor c ellinn assembly. ..., Each skis. h Layers 518 type X G.W.B. Assembly G Cont.ceiling assembly ICC ES reports ESR-1153 and PPC-4354 7::: I ,.�.. .t- • to next support 4'Min.. (see reports for additional c onstruction information) LIBRARY I" 0 1.0 1.48124tongue-and-groaue span-rated sheathing(Exposure 1) C0 2.TJP joist or open-web truss,24'"ort-center ::.: : is ... Of maximum ••-•3.Optional glass fiber insulation,unlaced ::: ,E;►• baits,3112"thick in plenum,supported by LLI C © r 0 stay wires 12"`on-center and centered an .... � > . w .� Ist bottom flanges i 0.. i 4.Three layers of 518"thick Gold Bond :::: .. • Cift3 Fureshie G Type X gypsum board :::: - 5Resilient chance at# on-center toned ..: -- =` < t, "o " - 2 HR.ASSEMBLY. between first and end layers of gypsum '•'• Z "" e board .... . :::i ( C'3 .. 0 �' • + r i //:,/f /• .../ ,,t...,/r,,,r/ // ///: /. ,/�//./, , :.. ,/ !// I .rE/ � /.... MUNI " •1141110, .... • • . .1111ril mr--— fr. CNI .Y cig, ii. • .•,-. .- A t< • til .:..: — Ci) 1411 .-.La-4'N it;;;n1, i IT . • ET , . .... T. 4.: r�4 ��v r \, r ( urn tt "" • . . . - : ::,. .:, �, (\L11--- • . �� ' . \....� ��. ,�..� �. -N - t � �teG.WB. ::. :.:: :::::::.::.- :: Cont.G.W.B.ceiling sheathing :. _ ... . ................._.................................._____T__ to next support.4'i�iEti. ..•' / Ir••• ` �► _ i - - '""t - I. Cont.2 hr.assembly - Cont.assembly ► to next support.4'Min. to next support,4'Min. • - -' ' " E " - } 4 Harz..4 x 10 slats .•• . EXIT PASSAGEWAY :: - @ f0-3f4* o.c. CI CI • :: UVING • • ::.: CO•. AQA rated sheathing �--� Nate: ; L1.1 see shear wall schedule • -. .. for nailing. :::: t vertical penetrations in 2 hour wait assemblies. "` '" l """• : / r" inverted column rip. • See detail 14 for floor system I :.. - - See detail 1513.3 LU•.--- (2)Layers� type X G.W.B. Q ... . . : .1 ... Each side. 1�°•1— LLI . - -_ d. b E„k>c: � 3 � r' \ Aiti ► y _ , -• : , ii2 Layers 51#3 type X G.W.B. __..._ `�. r� Cont.G.W.B.ceiling sheathing Earns. . , X LU < N.,,„„...,3 ' ' to Rex#support.4 tin. Siding 1-- . Cont.C.W.B.ceiling sheathing 't`' :. '-`I_ f. . ' `. . - to next support:4'dirt.•• • APA rated sheathing W - l - see shear'wall schedule 0 - :, for nailing. APA rated sheathing TAW ~•.: see shear wail schedule .�. flu nar'ling. `n''i 4 x C� 1 • • 0.. : Trim board. Siding. See detail 15A sheet 3.3. '`' . .�--.Zi f: ., A• • Trim board. . � r- I . # �, - . A Plan detail _• . .. . . • 3A . • . . 2HRASSEMBLY . . _ . . . . _.. _.. . _ __ ._.. _. .. .,.__.._._._._._.. .. ........ _._.....___ _.. . ........... _. .."_....._.... .........__..-._.. _...._.. . _ . .. .. _. - . . . .._. _-- .- . .._..Stye:1-10=4.0" _ _ _ _ _ . - . . a 1? - r. ;! 5I8"die.gals.bolts . ,. • - - 6X6Post . • A • • . • . • Hor2.4 x 10 slats - . :, 1T @ 10314• o.c. ice, _ ___. 5. 1-112"Gap . Typical root assembly . . see data 1. l j • i; . I II / %'C, / ;ti • " ,..." ' ' •1., c, '..."P ''.$ ' ' -• ' " % • ..," . • UV) . - - anaPJ . ..... - Trim r WALKWAY POST . ...... 1 ,« :r �staff 0 �s�,��, 1-1/2*.1'-o• y iic:( ______. a7ti.iiTO. I :: • • Trim board. :: :: Beam nun thru Fl."11 Um] l'S 4se Afore.44-141t- . . a . One hour stc 50 wail assembly . • see detail 5. :. . c:::11 , it . . . .. . . Typical floor cefno systemjl hr rated) .. •• . see detail 5. -. ELEVATOR OR. • " 2:• . STAIR SHAFT - • - . 2nd and 3rd y :: -mow- .: . •/-./f/,/ •• �;,. ..-,..,.// .// / ;:..t 518"type X G.W.B. Cur) . • . . T .• - 1.: 1-1/2"Timberstartd rim joist. . • •_ . - :::g;All. - ......: .r► .ri . • Z 4:.... 2x Stair Stringer: • � . iris - . .:�►44•: G.W.B.cont.behind stricter. 51Ei"'type X G.W.B. Filailawa 1 . -f Y v-- ,- ,__ _ ,� :: : @ stairs. DS,/ pry {�,.'.I- ,.---r- � i _ 0 One hour sic 50 wait assembly f -- V . . see detail 5. / "`'.. '• .. . .. Cf) . Adt. - . - -----4---.--,-* . . . . . . . _ . . . . . . LH. Mallailli Ilignill . , - . .. • (• f 1 1 . • • r . . . . f . Stab�?a stairs. ........ . il...: . < _ c+ d d a • 1� . ' � E � /7 -2/1/1. . . I 1 - 4 . 4 : .. . 1.4"Li ' - I '� .- 4' r . w/ &/0 �, , . - I ` S") L/rrY • - CRAG MONAGt ; - 29I SHAFT AT ELEVATOR STAt pO A °.ORE � . #545• Scale:1-1/2"-1-4 • f . DI Ft (VN-". . . . . . BLE5FG2 . . _ i .00 -Altic-:. _ . . • e.,_.0. . . . . • . ,.....ri -c,;-.,., . . . . t}4 r,.,,C.it C I QNA7 n • th Nom.OREGON ` *14 O SHEET .. A3 A . . , , • DATE: 7/6/03 .. REV. 3/23105, i 4/25/05, , • �'�� 427/05, 6/1 5105, � �' - � `�t 3�' - • . 11/22/057 ii • 41 Gr>�t - 3/22/06,Ci 6/12/06 . 3fit./'-a 7 • liar�` ��"� .. ` . ME 1 I 1 MI u... A3.2 �, ��-- 1 � ; �� 1 1 �1 riVit3.2 i • _., -ummiiiimmi - IIIIIiii_ WM , II PLATE . Bo. im....- I , a ..,_ i all 1 BlEhibillal , 1 . ;IF; 0 , ar I I IIMIIIIIII -0,... .. , . al - I I ME „,,,,. c.MIII . ___ Aiwa ter,. I I= all • 11.111111111111111111Mil t_ ::.,.,.;� --- �! I I A3 �, w.w.. . .. ‘E _ �' HALL .....,,,,,,� ; i �D"''-� •� 0 IIIIIIIIIIIIIIN somomm EN I 1 = 1 gm < Ct 2 L. < • mommummornmi 1 ilim ......... 11111 81-0” . 1M _Mil _ M111111=1111111111111 0 S EL. _._... PE ATE � � "BEAM i - � -,..l c . .._ + i H 1 ;1! . r . i 4-4eZ Cq Jig CID Zt.- .1 - X Fig ...‹ 23 1E • 11111 Ilift . _ . „ , . 1 ,‘ ! 1 , • c) int -4.1 UI W '`3 4 . 1 ii r I ; 1111 I I SOLARIUM NEI qii1111111111111111:111111111111111111111111111111/11111111 • i yc i # t c r i . I it 1 I ii t i c ti l • . t tll � t • . c t 1 1 1 j ,l 3 t t „ 3 , , 1 3 ti 3 ,1 t t , , tttti 3 ,> 1 l. t i ll I i i I ! ! #- • . . NI, 11111.1.111111.1111111111111111111M..............11 ..taillii' l � I - 1! � 11li f? 1il ,' i i i I i =! LI � . Iii iiiialLIIIIII:11111Ni1L-'1' »___i_i_i__;_n_ ill• ' ' PLATE - 11i, OFF • C) I ' COVERED A3.3 t uft Itl, ,1 " CO 11i (HIE F aL CL cf) 1 * 1: cocl • WEST ELEVATION BLDG. 2 • . c) uu L> EAST ELEVATION, BLDG. OPPOSITE HAND V V . • V z. . . co , o cv . . acm e • X < ciji Z cO Cr: WC-9 C‘ 0 -1 CS kJ w • ■____ " . • 111.11111M .. 1 3 t i i r ? ? , i = f i Ij i I 1 - 1 . ! I i ( 1 + 111 Ishommt ! 1 j t I f 1 ! ii ; j t Ji Lj i • i ff ► ! t t 1; ` ! i{{ I ' } 1 f i i j 1 i ! f i ' i j . 11111 fi1 z "' crf C ,, +4 � t ! J 1 t' F t 1 t S t i • , i .ROOFING; STANDING SEAM METAL ! � F - • . ! 1 r t t . . ; i . , .SID1NG, CEMENTBDPSG@ . a. : 1 I 1 -' ,,,, �`� I ill= ' . 2 & 3; EXT. PWD. SIDING @ 71 R __mar , , 1 BAYS & 1st FLOOR . , al ' 1111111111 . t I , iuri __-iii = I 1 MIII EMI 11111 I TRIMS; PAINTEDPRIMETRIM ,I , Ilk !! GUTTERS ...i MI & DS's; PREFINISHED G.I. I �I�.-- ._WINDOWS., WHITE r TAN VINYL; E imm.........„_ • iii 11111111111111111111. !rte .L_ �...� illIPI • !� ir ■�tr • I iJILI ! �" t________ . • - 111:11 MI lioviirmitimisom.....im • = El I' I 1 _ .......,—....,.1 I ' III 11N11 111111111-11111 I 1 ,. _ � . . _ E. ICI 1iiiii1 i ll i s s i i r ! ; . 1 ! , • • 1�� w...�•w �' i.: ';t _. � _'_• _ / .» . . 1 t t i ! r i i iu i t ' ( 1 r e 1 > ( 1 • I NM Mr tort■ !r••• ;.\\ 1 / ' '''''' '\ . • ■ ,. . ft,..91/00t.oix6s,440.,,a,Af, ;for , -pi iiiL.12,- ' 1',\,-itillr7g1 \ 1/// ‘t; . - * i E i, • : . . 11! I_ li� 1,..1,r••...,...! 1 il(iIl 011 E . Mil, ! ME ' ....� a • ` i II.II ilI _ jI i i yiiV�I1ii t . mrawlim iin 111111M11111111111 , - . • . , , .k 1 . . , , I • • • • • - EABT ELEVATION BLDG. V . . . . . . . I /4"=1-0 . • ' . . • BLDG. 1 = OPPOSITE HAND • - E _ l � _ . • a .. - CENTERLINE AND MATCH LINE .._ • _ _ • . 1 IIIi .I 1 t 1 con i ` ; 1 1 ' 1 1 y li_I_RI uiiii I I j ' E t It r E II ! 1 f{ ; R • , . Ce 1 ' ‘I IlitiTaillaillil r f - M i 1 t I .1 11 ..moutaw.. /M """"'mow." ' •, ' 'a ___--,.._....„., --- rr' ------ `' ""` ' ., IIII '11 .51111111"..niailli 1 1 :il::IMIEIIIIIIIIInallIllgMilhll illig 11111.11 11. 11". I 1 1 1 ' NI I Mil 1 , I F :1' . r y ....1 gglal LIU M. . vE . • . J ---1 W N . . . — I ..._, , EN , _ . I i ' iiiiii M111.ill f• 1 — hi . I I= • 4••■•... i . • .3 ,.., ,, . . • , , . . , , . , ....+.rl �I s•..�_ t is-' -' .p- ' • I ! I ii .... . , , . i 00 ./4.4),- 4 1 -/ Ill ,:i 1111.1. --"-- 7 — � ti i" �� L' AIC P. MONAGHAN ,, , . .1 1,1 .. 1111111 III i 1 11111111 11'111111 11 - , . • ........ / _ -.vi OF 00. . BLDG. 2 . . ' . . . . . . : • V NORTH ELEVATION BLDG. 2 • . • 1/4IL..1O . . 4401) 14%., • BLDG. 1 = OPPOSITE HAND • (2)1te � 47.3 e, ,:SHR QEMOE,WOAT REG ° . A4 a 0 , • •w..... . Lif l■.Vf V 4•, 1�tgla 4/25/05, ! • tom- 4/27/05, i ' , 8/' 5105, 11/22/05, . 3122106, 811 2/06 • . 1 . • Li. F-- 'i t u e �^ • I . . .±* er) 0) C) ■ w*PiIIIIIIIIIIIIIIIIII 11 1141111111,00111 ..' imill 1 P 1 ....„ I - ,"......._ 1 .---- . < c" < mu 1 ii;••••10101.1.14111"ftmlmirma.1 .1 ..ii i ,* ..., . . - z W Ci IC) © 11111'4"41.NN ) )Jt!IJ :i 1r CI Cr 1 R i I i.c ±* 0 . , ' I cwt C ! Iit 1 IMM 1 . . , , ! B i ; - -IM - . 0 -i . a) _IF t , 2 m i ilmo, I III . ' 1111 1 • ::rt.' ir (11\4• - • Imo 1111111mmiimIP 1 t .. to Ili . arm armir immilimummumummormimm arimmommummumerwmi • armimili ammumiiiiiiiiiiimummiiiiiiiimiiiiiimminwom i laii i . . 4 pl Eiliiiiiii. '-- • I , . . ILE la al al iii ail al 1 . _ • . • ILI . i 1111 'L - 1 i at 7 L__.... ... . am _.4 ..___ mi al IlLimi - _, . L . . z _ Z I- • - , � 1 _1 .gym Q 55 (.0 . _ . 744-1 . - tv a.. co iii. f— 0 0 „ I • 1-- ......_, - . - 1 0 ww Lu-si L'O ' s , .1 • . . • . EASTELEVATIONBLDGU2 - o..E 2 m".-1 S . • . - . . . . . 1 /4"=i -O . • - °r ` WEST ELEVTION, BLDG. 1 = OPPOSITE HAND . . w m., fx 0 z --I o co ci ‘..-/ w < 1,--.. _ .. ... ._ ._ ____ . _.. .. ......... . ...... . . .. . . _ . ... . ..... .. ...._ . . ...... . . ... _ . - ,- • . t.,.. ,cq (-9 ,,(-) 4. 0 ROOFING ; STANDING SRAM MET LR w v.- P > c‘i CL . SIDING; CEMENT D. LAP SIDING . • . 2 & a* XT. WD: SIDING 0 . • BAYS & 1st FLOOR 0 . • . . . - • TRIMS; PAINTED PRIME TRIM • GUTTERS & DS's; PREFINISHED G. . • . . WINDOWS; W orTAN VINY U= . • 58/756 = 8% J . 756 SF `BUILDING 58 SF 0 /WALL' AT PROTECTION OPENINGS . f 12' PLANE f EQ 0 ' 1 232, SF AT 12' 'BUILDING PLANE mu* • WALL - ' • TOTAL * � ei . \ - 01010°111111.11161141, 1111111k. Pilit"1"1411111ftkrvinammw ,....1 - 1 ---":46. 111111110iiiimmimi 1 i i 1 1 • .1 . • 0„..011 ,11 i ! .‘, 1 - ,... miallillilillillillillallli 1 j k‘' Ill , ' * ........mmorAi 'Arilekirm 441" IMIIIMINI i 1 71111111111 • 1 ; 1 1 Atimmoir 1 1 1- I ' I '"" I (: CENTERLINE AND MATCH LINE •kAr aim amiummimimi I rimamiummirn i,,,% MI , por I, N-•-- F.,. vi _ ! 1 1 ammorirain iiiiii, i 1 1 mailiiiiiiiiimmum 1 - RIM likr4ON illia;L' 'AL rE/102 IL..ftAi-TIN ' • : , , . . C7PENINGS; ----�_ .• •4 ` _ - liiil _ j j i. - A"I" BA`fimv i ► ► ►� i �r.�►�w■ 1 t { . • .. , l ei lb.. �. i �.� �'__.____ ,r . ' s ( ' i }r te X81238 =�- 25°fa 'i►i�► i►w�' r4/1". ,,,� - T - . 4D �S '1� 1 Oils t t P c TECTE ■ il•, � I 1,...�.12Fml■ i Iai inff■l it..imal.. mel 1 . t�PEN1NGS MIN � `�.� NrirrieuMMIIIIIIMpranlirAlk �� ,■.o„ Lam 11 ll , r ''"` 2 1 1 El U) , MiligW,Aini rimml= ii..= . ,ra►� ram +�■ 41 SF OPENINGS F.I .T. HEA IMBEP 1 DRY II 1i 288 SF HEADS t��1 A , MIMI mj'BUILDING ■I■��`'�r■II � iii fib SF ri 1 IN = loppl 1 , .41� ► i 4 �4 �11/ALL AT ��r� ■r." a P2Il rui� �i►. MIL VAN� ..:�.:� .�: •II 1'11111119 ____�--SOLID . � �� I � .r. a c a ..icy _w_■.......�:.I.�ao■�i►.r. i��,..r....�.: .. I.....�►� PANEL,wir=.4 411111111E 141111111rAl WASIME11111r. PP„, "......6%7A. = . . - A111-1-11 =WM `... :AI I A. ,n,‘ 41.711 MiralilIMMIWAL-_____ . 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IPIEEIIMIIIIIIIIg Viii 1111 r �.. Ilk f - ,. 'PT4��ii .fit` • ` • RR`/.�' \` rs SLOPED 6:16 HUC s "- ( roulal AV VVEi ` 1 y• , .,. •. + , +� 1 f�i USE P.T.or COVER t • w .:A- 6x10 P.T. HUC 610 HUC x10 @ 4'F.T..IOiSTS AB t7VE- 810; IN NAItiGERS U5E P T.or co. 6x18 P.T.STRINGER 4x18©4 P.T..tfl1STS TYP. ►ai■�t�tlpr�."'4) *' `k . A IN HANGERS V'till G.I.G4 CAP • BELdW ... __t,..,., t.. . . 9 • •., y I• . . \,,,A • ..., -. • 2'• 4. • . ' ' ''. • • i '1414--'s-1 IlltA4 a, v1116ljI1 I CO 1 ..;a \\ -4 UP ' ' -. rt 4 L •: 4 :: i}(2)2 X 8 EAVE •` t Q y I�6 aC F ASCIA y Q y '. 1 ... • ' HUC810 6x10 P.T. �, +..1111115•_... .. • TYP. • • . fix10 P.T. DROP FOR 2x€i P.T.DECKINIS .• `' •q b .I. LL • Fii■w a�■■.� m 6x10 P.T. Ii : , salool MIMI ! : '�.` Cif 0 • I ' „,1 .5 • 6x10 P.T.' 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Now .___._ IMIIIIM51.1111111111111MMOBI Z . . I 4 ` • - 1 /4"=1 ' O" a -• • • . . . , IIIIMMMMML7. • .. . �� ; . . • 2 X 12 RAKE 0 0 . 2 X=I *KE FASCI ;TYP.• YP '• . .I • (2)2 X S EAVE r I : • e . . .,Q y <t , ct,. + - S • GO Et • .S •. 11111 _ _ ; x:13-- r.��L t�1te� • +' t . L O — fPUt - ' • • . • ! a • r Q, • I -.--t,`'-'Z 1z 10,/fl :.. - ,.• . • . • . .� � ,• f I 1Z A5L mot... • • : ,r . i. CRAIGP.M NW" � e < yC . • . -11.4 a/14 .---, O 4? ; °I • . . . . BLDG. 2 • . . . . • . A '• , .v.,).. _ . C cm .. ,4 i GHAN - & g / . .....3 • y-- iM5 ,e .1,7,4-, oF p SHEET . 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FASCIA; HUG 410• 1 ''` "'b. /PLATE EAVE I tE ASCIA 1 me1e1rrttmtt�tti■t� TYP.5 1/8 x 9 GLB - 6x.10 { `�-� PfJCKET, 51/8 x?112 GLB;BEAM#3 E .Atitiiit� �� TYP_ TYP_ ON TOP OF PLATE • •"..- 1111111111111111111111111 VA iiiiktir 1 11■1111111147111:=1111M1 tat .z ,_ in.= . _ .... t ._____.,„_. , .. .4.t .lr.M.J 11, -...„191 -,m. ill OW 1111P\ I • Lair 1 ice. =wc.r,B arm ►//�.IIR 1 +��/SX liii 7111.; �: , 4 x 0 @ 4'O.C.;TYP. 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I al I . i 1 g wI>• immu Iw TILE r. / iiiiik.i ,......, ' -- -- hik,, - - 111M111ftlikaiLltir.e.iiili 1 976#R Wilik - �71A �1NI�� " ..P1 A g�`L 1 D .r .'N 1111111 r i� waww.+4.�.r'w'•►�wrrs ' s1t'•►;Y�Yr` s► n►sMy'Y'f7�v►Y� _ _ _ �.!i��i�i'y� 1�!'1�• �. ^ •.• ♦.�'i . 1r__ :4J _1111111•'• • �f'i t w��• t;1+�C'►3�«i:�.�CiL.b'C�'.�C•+' { .. . ` _ _ *.�, tea,+- r�r� .+�.a't,+�' t c;w r�wr 5ft3 .Qi 1• 1. __ -�*�r_ .Ar G�4 ; 4T. S� .A. U�'!txt e1 ...._..�....__..rte �.os��la.�.,..ar3�r i.Cls..vr.+w :: ..+...►. +`tp� ICI! ,. . r �r� .a r__ --i,a �ws�!"°° c.wcaura' � r I��I! Illlrl • r=im , •t. )*i 11.1 u r 1 I ls��w. rila a�x :, —-.40113 i�� QN�'Q 'QF � �' a I�'>�•• ... PLATE I 1` Z. ' #�--0!117 wlllt �rIAIlIIIl�r!■� ,. .."\\*N -------..._. . • . . • Vt,vii PONY WALL ABOVE II 1 < .• s-Pe% low-41z . PONY WALL ABOVE -f*-I/4 �X •fi '• — � � 0��- L iii • • age . . = rL.. • - � , _. . . < • •..4......, Sitger S--1 ------.7 • • . . • it ._. �I� � .� . �>E� .a.�... it)t I I�' iI• _. s .!1l. �� ►L►'wv.MA.M�wR.rl�iPl�.�f..�r s2lgls..iw� � w ha Z . . , a .A'i:fr'rl,.V= ��1►7►�' 111215 a.t a* !yr..Vwww"+wl- ^• 11,, •ww.cwt • 1 • I • r 1----•11. ,,,,....., ,... , , s _ez.... • BEAM#4A Iw�llllrm i . ii.„,,, ', . . THIRD FLOOR RIDGE &Le, , • . < .• • . ROOF FRAMING ! 2� - V4...i S . "t' e4v� a •• .sh6er 5 . . • .. I�.r..■■L�III�Ii [NIL . PLAN .. 1/4"--1 ' 0" ,.......... ..t.........." • . . ..... 1 Aillik . . 7t LI_. •1ii r - • . Allailkillii '. _I � #� 4 0 � ;. . . . . - _ ! .-- JI. . .• _0 OC•�.■— � .: i - - 0 , , iiiuiiiiil— A —11.1 • • - �t ---- --- .lia— CENTERLINE AND . I ill • - . MATCHLINE _ _ . - 1I......--- --_..1 _ - - j f 1 • • s I! ii1 : Pi 0 nos . • � ii •_... » �.M.Ma me u..... ►s'r++� rwwa e-.ti.wrlr-t-x�•:r_t . asigini 0 , ,3 • r • ii 1 . .• . 1 - IITIP i - 0 . . .- . . . Ctiummes . smona. . • • • 11111.1111111 III. Tama • ' • _ — $'°11) ARC . • es..1," : . CRAIG P MO - • • � • . .. , •' p� •OREG • . . • , . . `' r; 1545 . . , D ' .' 'BLDG. 2 .. . . ,i, . . ,. , - . • . ,.. 1 • . . , , ,, . . . . , . . . . . • . .. . . , . . . . , • „9 ,,i,,,,, , , . , . 'es; G g MOM A. i a pomm ORES , . . • . • .4,-�- 1545 • t$ SHEET . . . Ill i I . •. /,‘ . A5 in 2 . ......... ......... . . , . . . . . , . . . DATE: 7/6/63 V. � Ui IA/Ripe' 4/25/05, .. < • • , t� 431/227v/0056,, ?/ 5/0056, /22105 i t. . . i 51-6" 1 i Roil — I Shower ` en+�ral �tateS: 611 2/{ 6 • t t - -- --- i -Ail doors in corridors constructed as smoke partitions shall comply with Section�Q7,3.1 and shalt • . I have se's-closing hardware and positive latching smoke-proof assemblies. I t _Where doors are using controlled access hardware,they must comply with SR 107 and SR 108,3 >< i 0 r ! t - 1 and provide appropriate prate on. • -- : -All building fire alarm systems shall include audible enunciators as required by the Oregon Fire Code. al • 3 t -Ail sinks shall have a counter height of 34 coax above finished floor: Knee clearance shall be made adaptable to a clearance zone of 27"high and 30"wide. --- ttr? i ;' j r: L � mO liartt doors,S8"��th no obstruction within to the latch side or nearest watt of all ADA � �� 's t P 0 (D —'1 b l - • . tc -Alt fried tables and counters mus#provide appropriate cearanc f©r wheel chair/award appr+aach_ „,r,1 taC? { .1 l'r - The ileac zone is a minimum of 38”x 8". Table top shall not be less ikon 2 or more than 34". All Ltd im 0 �` aisles must comfy with a clear zone of not less than 3fi"vide. i l -First-Aid Supplies to be provided and kept in a locked area on each fiaor and readily " - I '�•' �" � = accessible � �" � •� �•.� ` fir} 0 ,n tiir. cr \ / t -Provide and maintain one or more 2A:1f}B:C fire extinguisher on each floor in accordance with the• # ` , w - y t Oregon Fire Code 1 . . , . ..` ..._ to .. -All covers,grates and/or screens of wall heater and any related or associated heating elements a a.r • fI , shall not exceed 120 degrees Fahrenheit 2 # • • ' "' i revert,the en of rodents,files,mosquitos and©that insects_ �: -All opecable'windowscind intake or exhaust vents shall be equipped with appropriate screens to ..... # -Provide all Nurse Call Station communications devices,door alarm annunciator,telephone < L7 • - swtichboard control panel,and all fire alarm panels at the 24 hr monitoring station as required by • . the OSSC and the Oregon Fire Code. { . _ - .- . I North Elevation East Elevation -Provide?"x 4r cross bar across all operable windows whicti requires no"special knowledge to gain .•. . l egress or exit". See Architectural Details ' "� . - , -Provide all bedroom windows w'tth curtains or blinds for privacy and control of sunlight. - . . • • All bathrooms shall be designed ed for persons with disabi sties. See detailed bathroom draw€ng§ - 56 Sq ft Bathroom P . Scaler 112" = 1'-D" r� showing all Al?A compliance details. ScQte. 'l�2tt = 't{-oft -No cootdng is allowed within arty o€the res€den#units. _. ..._. _ . ......... _. ...... .. _ --_�..._....___.....__..__. __.�____.._._._._---_._.__..._._.� __ -�__..__ .__... .__ __._ _.—_-_....•�__•._._. ..... _�._____.•.-.,..___.._._.-...•. •.-_• _..... _ -A separate mallet and hand wash lavatory shall be provided perthe Oregon l?epartmec of Health• • t , . - Services. (see detailed plan for location.) # -No smoking wilt be allowed in any of the resident units or anywhere on the premises. . 5',.,, -Soiled linens shall be separated from the dean linens area. One••way flow of linens from the soiled "r" . ••• ._...,- _. . linen r storage room the washing,drying,folding and dean linen storage area. (see detailed t t P ) .,..,.t Et co -Covered or enclosed clean linens storage to be on shelves or carts. Clean linens may be stored in t closets outside the laundry area. . ""'" 0 t -The common residential kitchen area located common to each living area will serve a ma�amum o ' } 4 residents as provided for in the Oregon Structural Specialty Code and the Oregon Fire Code L W : ' " .� . ..� t -1 � L bg �1 �, -The common residential Kitchen shall provide the following: a)dry storage space,not subject to _.__ ._.. . _. _ -.•..... _ _. . . t 2 _.... _. _ freezing in cabinets or separate pantry fora minimum one-week's sup ly cif staple foods. b} .. .. _. • .. •�.� . '3 f, 4-e- ` ;+ ter` Refrigeration and Freezer space at proper temperature for a minimum two days`supply of perishable t C ,�,_••t .� ..�'. . foods. c)enclosed or covered storage for all dishware adn utensils used by residents.d)a dishwasher , ..... t .r-- . C�! with a minimum foal rinse of'140 degrees Fahrenheit( 5Q degrees recommended by l3f�S)e)a two l�.f r•� t* ...�., - ,: ; t•-- --_ , compartment sink or separate food preparation sink and separate hand wash sink.f)ail countertops• / shall be constructed of a smooth and ale top and side surface f©r food preparation,searing and• �- 1 .• � i� �' � � r �' ' e euinm n��r cooking and bak r9ig ne seds.f i}�n%{osed stomge�nethe food p eparat on area�ar garbagen' � separate from frxod storage. �• - r (provide closed garbage or dumpster outside the facility.) j)Provide storage for a mop adn outer'� t cleaning supplies used for dietary areas. (this equipment must be separate from that equipment used in I. . c: ...-� s toilet areas,resident and other support areas.) IC)provide a storage area for cookbooks,diet planning 1 t information and records_ •�n $ l j; '. f,. �_ -All door hardware shall be lever type hardware which complys with ADA requirements and Oregon 3 . . Fire Code. i t f-Where locks are used on the resident units,all locks will be inter-active to release with operation of '' = the inside lever handle and be master keyed•From the outside lever handle.• = North Elevatiol • Attest Elevation-. - -All exit doors wil NOT include locks that prevent the evacuation except as approved by the Fire' Authority and Oregon Building Codes Agency having jurisdiction.. Bath 5 f 56 Sq ft Bath room -Ali carpeting and other floor material will be constructed and installed to minimize resistance for passage tot wheelchairs,and other ambulation aids. Thresholds and floor junctures will be designed S ��': �2" `" -�Rr Scale:•112" = 1`-O" and installed for passage of wheelchairs and to prevent a tripping hazard. ; .i S •Y , ^ F M --__,_._.._ __.-._ . For all Heating and Ventilating systems in areas occupied by residents.design temperature for i ._ . .... ._ . ._ _...__ __....._. ...___ __.__�.__._._ ..._______ ��_.__...___..�___.._._.._.._____�._.____- .. w.._..__.___........______._._•_•..__.._______ __-_.... .__...__ __.._._. _ __ .. ..._.. • .._ .....__ _ __.._ _ ...____ ... _ .•._,..._. __� ' construction shall be 75 degrees Fahrenheit.. _I • -Alt toilet and shower areas shall be provided with a mechanical exhaust fan that discharges to the i 3 outside... • r �.f t -All hot vtirater terrmperature for access to all resident area shall be maintained wiEtun a range of 190 t s{ to 120 degrees Fahrenheit {. t' -Hot water temperature in teh laundry.and dietary areas will be as needed for sanitizing dishware -. . and laundry as stated in OAR 411-055-0115(1)(c)and OAR 411-055-0115(2)(d)i -A call system shall be provided from each Resident unit to a central annunciator panel at the administrative center in all facilities. AO facilities shall provide such a call system when staff is not' up and awake on a 2 hr basis that sounds an alarm at the location where staff is sleeping.In ' .• additio€r an emergency call station will also be provided in each tcoilet roam and#lathing area.E ` �' '_ Roll - in Shower ,� ; -Exit door alarms or other acceptable system shall be provided for security purposes and to alert 1_ 4 staff when residents exxit.the facility. When individual door alarms cannot be heard throughout the} 1 -. facility,such alarms v�-It be�wixed or+�therwlss annunciated at the central alacnt panel in actor ante• with their listing,that can be readily heard by staff:. The door alarm system maybe integrated with f/ the nurse call system. i t lj { -Adequate telephones will be available for resident,staff and visitor use,including the physically ,`� disabled. if the only telephone is located in a staff area,it must be posted that the phone is E available for normal resident use at any time and that staft=will ensure the resident's uninterrupted _ '. r 4 I• i• . ! . •. ' . ' - • • •••-• C) f mil-5REV. tW�ti5 privacy. Staff may provide assistance when necessary or requested. f•• i; . bt• • .• . •. .- , • 5' 0" . . - . •. .. .. . .• .. . . .. . ..-- ED• ail „� : 3 -All resident units shall be provided with a television antenna or cable system with an outlet in each ; . • . b } c+ ;1 resident unit ; a, i - - .- 1 OD ,/ • -An approved manual and automatic supervised fire alarm system meeting the requirements of ]} -�j t } the Oregon Stnucturai Specialty Code is required. i • _ f + _. , : % = z _ _ _ C IL . . i ( l � t � ter' V ,-1-7-, . 1 1 North Elevation ' s East Elevation �� - i . • ,' Bath 5 ft ,•. , . - 59 Sq ft Bathroom . • Seal+ : �l 12�, ! . t_�� . .._. . • . , . , ; Scale: 112t� - . ,_ �� ......... - ...... .. . F......_ti_.r..... ....._. ... ......_.._..,..-..•.+r..�..............�- .r«.._.....__..� ...._.__. _.._» ..._r•....-.___..»__._..... •....ter.._..- ..�_�... ....-... ...•..�__.•.....-..... •_....___•..�•....•.-___-._ .._. - .- ._.. - _ I 7' O" , . E • . i 7 . 4 • i . • .... • t ■■�r■� . . .• Foil In Shower ' i 1 i . I . .r i � �"�' . _i_____ P' i f i - . p �� ►,""" i rt ,, t� PORTLAND,OREGON ,, • '�"'"` 1545 • # 1f ' I .—: _ 1""'ll' l' i L ` r , 1 _ I l CRAIG l}l� la� . _ �f .ORES 1545 . • _ South Elevation East Elevation ' 1 OF 0 . , ' c J . 64 ft Bathroom 3 �i.� 64 � f �r = f tr II r Scale: 1 1/2" -•- 1 -€3 . . , . . . . . • I Lirl,I L . I i V.T ws.A , • - • REV. 3/23105 7 , • . . , I 2..heia" 4/25/05 • / . . . . „ . . , , • ' fixli- 4/27105, • , 11./e. 6/1 5/05 , • . . , , • ,. . . , , • , 1 1/22/05, . . . . . • . , . . . 3/22106 [ s . . AT,.//5/0- 6/1 2/06 . . . . . . . .11111 1.11111.ti, lair- . . . . . • . . . • . , . 1 . . X . . . , . . I .,..., . ... - ... , • . . . . - . . . . • , -,,, , .. - - - • •, .., • Ct a) co,„.., 0 1 . . . . . • • . . ... .4( ,....., < . .. . • .. ., Z Ill . u.) jienmr, . - ..... • ,. . . : , . • • 4 ' • , 4 . . . ..., 4• a: ist - i 0 . • 0 0 mo a. z . . .-- t f . . .. r ... 0 •- 4' . 4 I . I . I I 1 • 1 - -I 1 r. -, , - -, . ,. , , , • , , , , .. . .a ..... , , , , , , , , 1 1 I i I 1 I I I 1 I 1 1 I 1 • , . . i , 1 •1 i 1 • . ... . •. 0 i . , . I , 0 1 1 I I 0 •I I I I 0 1 I I I ' • 0 . * . -' • - - : 1 2 co t 0 Ea-Z-12•3:13:).-V1"-9.-5.t..:=4:4".F.....1:13.;80.4:2M7.4)17t.741 ...,,• . sic)*...vs. •- , _ . L , 2417.4,1:i&TZ,•.;:=1 1 iminommill C=Ni1====i g•...:,34:7&=4M4433MailiaS5.04:233r..V.4.2.&91. 11 hIIIIII.III- .1 i MM.Si°1.4.14.k4ia= . •• • . 4, • . * . . . 0 0 • . .7.., VII 4 .. . = *. • '' ." • • 0 ....1 43) _.1 . ...: . = • • • • . • . . ; ' I '. < CV - _ . . $1, .., - 1.5. ..- 4•,,r- - _ ?- . • Cs•ii Cr) < . 11 . •4 - - - 1 . . - . , . CX Lc) < o , I F.- - - Iii: - - - • . -• 1 . . t A - - . BEDROOM a 1 1 . " .4 1 ,7 .• ...4 . 1 . . i- - : !, ,4 . 0 . . I to,. if, - 130 sq ft - - •I I i - • :,li • ii 1 5. . • ,. • . . , . , . • ... . TT '-'' : ' . 1 •' - tt`' . 1 :*.:■. BEDROOM . . . . . t . . 1 iiii LIVING It • ,=•.• ...-. „,. • . . . ' 255 sq ft - - ... 1 . . • i ..::; - LIVING - . - . - iir: .- , • . I ' - • . • • I ,-..4: .. ' 306 sq ft ii . LIVING BEDROOM .....: I • .* .. . 1 : '4'4, • E • • 217 sq ft • • ..... • • • t ,.:.,, Ti . 171 sq ft la - • :. •,1-, i 1 . . • • 3.33 sq ft . 1 :.... . t ,t . \ AI .. ' . • - . . i ... ... 4..1 .• • -, - . . . 0 . I , .., ... / . II :-, ,,i 4,• -. . . . . . . . . h. id, . . . .. .• OW I . . . 1 • 4 IP . . . I I 7.:11111.1111111111111111 . iii '*.. t .4.. Z • . * I . .. . . 4.11 SO 4 I 1 We 1110■npl,"..."""\ /\ F.. ! LLI I:: - . . . . i . . _ . 1 . . - .. 1 ..t. .. . . t _ _ . r 1 : . . • K.,. - .. • . . .0 Ci t - .. - • . 1 . • i bil • _., • ......... .. ..... M... ......... OM .... . 3 . . • , . • 1 I ::.; • • - -. . * • ' CO (0 - - • •,- •• ..„i• •I , ....■• . . ,„. . I ;•*.i . 111. . ... . 1 ....... ,.... -- • •‘•.... -• i i ‘1..* . CC) • Ct . :: ..-..- ...-.......... • . Illt *''''" '-'• '''' VI • All ' ..... run me • POI di All. •."*:.."'•7" -i.-1 .*- . ..., 11,111111111111.11 ...... ........ .;...s • - 4 ' . - . ..i.11 • .. • I . . L - _ _ _ . ;:,,, ELEV. 1 >"" (N .., - - • :•:, - v• - . • - . MIIIINIMIIMISIMINNO • CO ■ Imullimmus ii MACH. ' 11111111111111PPIV .. _ 1 . I, „ iv ' • • • r •- .- . III 0. ".... q 7,... - 1 ‘ ourr•I fr . 6.... \ 0 4 LLI CN -... ..., - . . 4:::'111. - - BATH k 1 ii '' - -7 - .,,,. , MI All 48 sq ft ELEV. x . 64 sq ft I I - . . ..1$ 1 . ,4.. . , • ... ‘ * • .2< CL. ell BATH \ waillti _ „:"*: . 0") • 0. 0 1/.0, '...i , 17•., 71 1. ..,„ L144 I I 11"""" • • Xi CLOSET 54 sq ft . 0 1‘ ci, . • . A, • • K4 50 SCI ft ....,/---)c---1/-•``.'" . - - Ow. Wisiact LLI let . . i• s. -:-. . . • . ,....., 0 1 all ''. • •-•:, ... ..... . •„, > CV -. 57 sq ft \V\i‘oFAIIIIIIMIIIIIIII.111-IBIII ... . . . . %4: ... ..... . . .... .0- - a 11-• W v--- 0 . C4 Z* /\ r / 0 it . , .:, 6.... _o_...... .......... _ _. z co co __. (.1 I.., ,m, • l..,•'..1. _ .... __ I. • . Ili .1111111111 - -L 0--J11111 _.11-- -- '. 1 7N'''ll'igr• . - 7167 :::-1 ......„. ..:___ . . . ,. . . . W 1.-- (\i W zz: 0) ;•:$•,..,..w.cz...25,w.•-:•:•.•;..x.r...xcic••:•:•:•;•;•:$4..K.-•-•-•,,vm•-•,...•;•.70......N.K.421-2w..vw my.,:•?:•,..,-7.4.-xna:•-•-•,•=4Keff.oweRezaws,,,,4 mvfe-a.tozmzwow.,,,ci•--__ sigitsogitigiffivel- Km 0 sit-i•amisfosv.ww..13?:•:•;=mc:3-?:•?:•:•;-:.,:z•:•.:•:•:•;%•:•74:37,.., .-- z (NUain . • . 0 ge.•.....A.P.A. ..1.........r.A.A.,.....00~.,•Ar.0100:.•.r.A....R.AA"?......i.,1. %A.M.A./ ....A.A.O..... 41.. %.,...•,AAA.A..........+A.A....A.•■•■ *AA.. • • I. . * .. , 1 '- '' . ..n •' ''' . • • V.+4 al • Xiii < N." ZCO em‘Ct .... ''...".*. "'•••• """" 1".."""".". , . • HALL . . _ , cep....::..4:_6,.....t . . .. •-•...• ,....." . . ......, . CC . _ . . • • / -'s° 1 ikihillill.,r+Ail%00.11r ' I - . .- i‘.4, ,.., ,. - 115 sq ft W, 0 Ct 0 . • 1 a r . , 1 ‘,,- . •• . . • - AIL-,A -.4 •• ; ,i. .. 1 . 1 BATH t STORAGE • lialk • •i i,,Li.i A 0 1 • 141441 I IS t.. A. i 0. :____.. :_ ,' ': . . 0 , 2 z . . • - -----Th 29 sq ft MASSAGE/OFFICE I I= . ' . . . . _ r . i. .‹c _ ow .ct. "--.4. 54 sq ft ID . .., . r . . 156 sq ft 440 . . • (....) (i) 0 e 36"AISLES;TYP. • n . - • (1) Z 1........j • - 0I • o • .. ,•• u,i Lc) it .., .-- 4, M/ * .. .........."''6 .4 .4.4. 4 .'t . .. . .. . .. .. . . .. _ . .... _. . .._ .. . . . . . . .•. . . , . . . „ . . . , i.1 111111111111101141111111 I I I..."--- -* - • • - il ." •' %.. - • •• -,- . . .. . . _ .. - - ..1--• ' < it . v7.. Ct . -• • . . _ . • ... .. - -- - • • • .- .. ... . . .. .. .. . . ... . . . .. . el. • • \ . •STORAGE . ... .4. . . - Cr) (in c) 0 \ I / STAFF& t , . • i . . 4..... \ .... ..... .... ...... ......., • . - -Multi -.1 (NI ..Y.... -"1"- 'cr. , . , . . . . . . . -. 1 It VIBASTHITOR . 4 jili rel . Imulmil . , „ , ... 1 . . . . . • . . . lir al 11- F- 04 CL OA .1 - 1 • • • • • IIIIi 11111111 - • In.m 0 1 i ii./ ii I 1 A • K,4t • ii . * 7" 0 7 N.. ‘\\.,... 486g ft 0 r..) ii ...,. II / .... ..., 0- ••• . _ . . . . 1, RECEPTION OR ACTIVITY RM. - 1111111 I ilill i I Mil 1 allil 1'' II iiii I Milli GARAGE 416 sq ft • .4 .• .• I . '• I ... • •• • t . 1 .- v : f".. . .' . • • ' • I • , %,• ,. , -,• • • . . . • . • 1 :4 1 . . 295 sq ft - Ili V allil I I NM I , 0 • . . • . .. -3 •• 1 7! -..- . 1 . i.. I 1 • . . . • I -• .• • , .. I in , ii STAIR ISE . , . • - - , 1 i . • . n I • . • • - 1 - o • ■IIIIIIIIIPPre • 1 ; 1 72 se ft 1 • • • • • I .•.'• • . . . • = . . I KA. 1111 . , . . 1 . ,4 . . • • ' g - - I • S I • t. . . . I es; = ).,10 !jig, , . 4 . . 1 1 = . !! • .I • .4 NW/ s 1 k$4 . . . .. I 1.; • 1 • • Ei . . - 1 I ... , - t 0 1 1 • . ii . • , • • - t - . . i k::1 STAFF . . i t N ALCOVE N 1 • - . . •Al • ! . r ."' .1 '{ ... " . • I I tsi I LIVING . LAUNDRY . I • 1 • . §3 _ 1 VII° • I :. ''. •:.•I' • I 206 sq ft i 92 sq ft * • ' I i .''-. -• - C I •14. 1 • . .•I .;..4 MECH 0 . . .. . . . • - 1 , _ _ _ _k,,,,, i . ..*,, - -,, 1 4., •„,1 L - __ _ _ 03 _........, ..--. - - - 30 sq ft _ ,,..., •,, . • - . . . bs.,,, 1 • . . . I. . . $4 • • L. . 8 .• , • . . . kel . . .4.1 ' 1 • . ......... I summul I ____, •0• . . . . ! . t a,R705, -16'S/0 SS..1',.'MV - X....7.X N S/0 f:,,*;^" I I WO ''',14§M • ! -• 'I a -niMlirez'''•:sio ,41".1/41MIRMEAM...19 pi,vzsizer,:m7mgaima-re-zr.czzimr..:•,...5.7. • sto, N:7,4k.X.OM,,ydr.p4Marror,. LAIPW."*.e."-,..•Q:.-.4•73 q, •4. • * , . . 0 I 1 • 1 4 HALL 0 0 L . . . . . . . 1 - 1 STAFF& i . .. _ .. .. - • 'sou i , 1 I 45 sq ft 1 ., ,- .1 • . . I $ TENANT 1 1 t . . .• . . i t . , • . • ,i, . . ... . - .,- . . . • - . • I I LAUNDRY I I TRASH& - . . . t... 1 rigto-111 . . . . . . 99 sq ft i I * 4 . . I . • . . . • . i COURT ' RECYCLING . • • . Ems 1 II ___..._... 0 I . . ..":.- i • - ' . . Stt sq ft 100sqft 4.• . = . .• • ..... Cin . . . . . . . 9 11 13P\ ...----- . _....4 • . .... .... = r . . • . . .... - . •- . 13 . . . . ........ . . ir... IrSt OWN : .4 : 4 1 .4 . 111 . 7. .-* :. . . , _ _ - - - - -MOP, •■■, .... •■■■■■ ...., •■•■• I ,....,,110,4.4750,7^1,1M.NCILN, 801110111111 . . . 1 it!or reiWV."..10.70'.:4442anci:o CI,4.:iiii:Fri 1 ....,..:Z.r&'4,&,L- 4, +3MC.41:Mill Erl • 4 ' . . - _ -- ..... - CHEMICALS et. = .....1 . . ii i -_,, . • . 0 . . A COMBUSTIBLES Zi \ • . , . • . • - 1 11111YARD 24s4 ft =NM \ • RECYCLING . . • i a. • I STORAGE \ 37 sq ft • • - • . . . -, lowil t\esi . . .0 . . , • r . 1 . 39 54 ft ... r 111.11v ; ..• .,„, .7 -.• . ... .• . 1„,,,.....- 1-13i••-' 1 . . _ . . • . • . .. . .‘„,, . . ., •. iit , ,t,t . , , • . - . 6 ....., --......1•004-1 M- . OE= ,i,WP."4"::. \ -1 , I , • . „ 'um, ' '111' . . . .__ . • • COVERED New.; •,,,,,,,,,,,,,,,-,q,..,,,,,,,,,,..-.,-... \ I % . ....I 444.$4.•S t°4:444.44:411,441:414.1.44.4%.44:4M4•4:44147 \ I ' • 1 . * .4 V • I . 1 . \584 si ft t - • . • 1 • . . r.4 . V. . . •r - . .' r • , ' . . .. • I . . I . ,I■ , .Ulm •I - 1 I . I . I ...' ..'. ' . 4:7' - • :,-, .• . - - • . 1 1 \ de. . • . . . . - •. - -_ .i -„ . • , . 1 • • 1 - 1 it \ I . - . . I COVERED . 1 . . • \ Itaumesuarellieni I ' '.7' • - • • LIVING AREA • . , . • - . - . . . . i ),41, - . • . • 4 . - • . . 1 AREA : 1 .. , . . • • . . . . . . • i \ : .. . • - 1 . 1 . • 4060 sq ft . • i • \ . . . 1 • i I t • , . , . . . . • . . t • 401 sq ft f - I I . . . . I I I \ .*6 UP - '- .' . .* . - • . • • . . . - , - le', fe 11 .14 ___,___ 1 i iEmB' ..... . . . . • . ..., . ...„..... w . . .. .. . , . . . . . . . . 41 .,• . ., , , , • 4 . . ... .. .. . •. ... .. . , Er-7,s. • - . . • , %. .... • • . 4 . .. ... .. . . , . , . . ,... ...., .... ..... .. . . . , . • I I . .. • . • . . . • . . , I • . , . , b . , I I ' :-4.:44. . :' .4,.'. • 7 is, . 1 1 1 1 1 . - , 1 • . 1 1 I , 11 ":4 :-.1:- 577 sLq ft ''' :- ' 7.. •:' ''..:: '' .. . • .- . . .. . • . . . i 1 III • -•• . . .. • . . . I . 1 I I . , . •I . . . . I . - 1 i -1 I . I f _ 4 , -, . .7 • ...z • -. "_ ., •.•". . . • . , I . . . . . . I . I I I I . .. • i ..• •ii , •. , . . . .1 I 90 I .. .. . I . I . I . . . . • I • Eli II.. _ . :4 • . - .. • . .. I 1 . .4 ';', • , 4 . . op. 7.46. 14 I I .... .... - .....,.. . - . • *- tot ..... - ... .., i 1 • - le " I* . 7 I . SWIM _ _ ...,„ 1 C.I7 "ffl . I I ril- • I • I . . - / \ • -1 ' , . yr . 4 * . . • . . 1 . . M . .• • ..• • • - :. a ,. ., . . 1 r."'.."'"11•••IMIIIIIIIMIBMI • Lb 1 . i a =h. .Adi . 1 1 . _. .. 1 • • • ..,. • . . . . , 1 . i PORTE . . . . • 1 ,k..... 'i I livivilippy .imp!P' . • : ' v - 7... 1 • I . . . I 1 'MI P t COCHERE, \ lPll"Illri 11111 ,,. .. " . ' ' . • ;-, - . • . . . . . . • .. , , ; •• • . . . . ... . . • • i 1 •, . •I STA I R. 11111 I Ak. t • . i • / \ . I . 1 _ . _157 sq f•t_N-----T==,------r-- 1 \ . • . ..., .-• t i _ _.,, 1 • , .... . _ _ _ . _ _ . . ....... ......_4.... _ _ _ ..., _ ._ _ _ ........ _ _I_ _..4..._ _ _ .., _ - . i . _ .., 1 . i . 1 . • • . .. • ..„, . .:, . 1 } . 1 1 . 1 . ..... . . ., ....7 ", . . 1 . . . • • i • PORTS • t• i - . • . .„ . . ,• 4' ' It . ;41 • . ' , . i 4' 4 '4i1., ....* V''• . . : . . . , • . I • / a IliF . . . . . . . . . . . . I . I * I . . . I COCHERE 1 . . .,:, - • ' . . - - 1 • . - I I . .. • * ' -•1 - . - : •, . I - - I . . • , . , . • . . •• ".. . 1 I • . l 133 sq ft 1 _ . t Ili • 1 ;LT - -` . - .• • •• ..• :. • 7. - • . i 1 : 4 - • -• •:,, - • -• -•, • •• i 1 . . . i • - , ... MID-11•10•••=1. ii_ - - IMNIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINNIMIt 1 tii . ... , .,• .-- -. • , . . 1 . = . i . . , • :• ,• • „,. . a .: • . 4 A * * •• 4.I ..I...".p r.."........-.....7.; • . . . • I I• . _ . • :14 • - I ;Wirnn 4:::Or la ME . • ' . . • • . 1,1_:MEir.r.11; aliiiall• : •• . - ...-----1 . . '2.I ro I ' * •,. . .' - I Ei ""..: • - ••7 • . . . .. • . . . . . I .T.si I • . . V . . * ' . . I , . . . i .• • ' . COVERED - 1 . I • • . • I I I I _ , . . • • AREA • I I . I . . • . " • • i • - . I L..... • 111- .-- • . ,........- ......... " , . 97 sq ft . 1 I COVERED . 4.7 ......4.4 r.- . - .. . 1 i '. - 4 I • • . 1 i .: . • - '•'. .v • • . . 1 - i . • .'I.. . . . • 1 I AREA . . , , . . . 1 1 .'...1. 1 . . . ._• ....- . . . . . • :'. . . 1 • . . ' .i. -..• • - . • I • 273 sq ft 1 - . .., . -",• ..'., 1 •:•,:.z- ' 4.,'::: .'.. • .. . , I • 7. . . I 414,11 .... MK , I .... . . • : ' '.... .• 4. .q . • • I .... I . . ' ... . 1 I , g ' 1 . .._I • , . . . .. . • . .--4 • . Sri PI .40:0=4. wisemit- . . • •- • _ , • . • . . . • . i • -= . . t, .. • - . - . . . . . - n .. . . . • . - • . . . . . • • • • ,' ' ' • • .-^ .' • ' - ,. . . . . . . . . , . 1 . . . . • . . .. • -.2 : :;,• • , . I.. . . - .• . , . . . . . 1 • .. „ 4-, . 1 '' . • . . . • • • ■ . . • . .tz C,,„<S1.-49) ,s, . . . . . .4.■;..) . . . . ....,zr . . • `'..J CRAIG P MONAGHAN • . • • • . - - . . . .. , . ....„,„1..,- (.... . - . . . "... sql. • 1-3 . H. . lioihrwi . . . • . . . . . . . . . 0 . tp PORTLAND,OREGON . . . . - . • v2) 1545 e . . . 14 . . • . OF (:$$ . . . . . . . . . . . . • BLDG. 2 , • . . . . . , . . . . . . • • . . . . . . . . . , . . . . . ../ . ar4C5 CRAIG P Mellikr41A14 C it - e ' . • pop- • A SAIGON . . 0111 1545 OS ' , . 1.7)4, OF (3* . . . • , . SHEET \ 1 . 1 . . . . FFE1 .. •. . . , . . . . . . . . . , . . . . . . . . . , . . . DATE: 715103 REV. 3/23/05, vI010 4/25/05, I - 4127105, • 1%140 5115105, : . 11/22/05, 3/22/06, . A 'x115'1' - 6/12/06 Li- - 0 CA n ILI CD • . - • - I— u-) I O _ C C) 0 C o o -.j • it �', ° • . < . 0 . Z L n - 6 • T 0 . w �r�4ri • • I X ^ i - a 0 iwir. rt r 4 _ E111I r'• �twwKw'+ 1:i! U 1 t 10::22:.�i/}irii''w's!w'.'�,h�1 �1 - -i !%ra{ s +i+e V"',11 -Mi �t ai w�wrw�'+ ©♦ `��►a�4 ��#� c) m 1DS Ds 0 5 53 a•..wo 'A f.....' 9_ _. u1 _ _ --- :. • - -- - - ► —° - - - — — — ° iii - - — —�` ° .. — — _ 0 '� _ __ _ ... I`r.w. .�Y •i s�"rira••w•r i OaT♦•i i' 'i�i'i i' istt9/ auJO�l�`I!' t — .r• ' 14 I.4r424:L:w*i +;♦�♦ ii a.''.i►a+ . . � l„d>w3.a.► .w.w.a w�..• Lf.!„RJ=.�. ♦,�t.�.tl.�.�sr 0 � �wY� - V I IN;, II _ 1�■■■■■t!,.. It t - i! .1 'srf II St 4 1• 1 t .« i }` i I 1 BEDROOM 's t • I I 149 sq ft ►= 1 • I ip: P,. mi > t I LIVING a w 10 0 4.. 439 sq ft - *P. 10 WIIIIIIII :31 I ♦ Li I 355 sq ft 239 sq ft L.l..! ! �• I1!!i - II r+ Q j •} I .; t 1 0)c, v. 1 i .1 I t • ,a, }. .■....■MSSrr� 1›.... C\I ,: : ---- 4, i ) ....., - - ... .......... -.41111111141rir ) so . . .. ,, ■ "''' . ES ..___ Ilk ..,'B►4TH ;; /11\4- f BATH f BATH ` i �� a �► , E ,c.5sgft t ' '� 59 sq I sq Q;` � �� fi '� r �„a,�■,� `� BATH ;O [ �,, s-- .,. .� SsoRaG>r 561 sq ff .. DS th C,i, • •• ♦ H`►^I•-a ye�Iar•r rr-•r� �• ra ♦s 'I• �"�♦ !+ r'ti rr.r i♦. _r !s ter!•• v♦ '-r1Ft• !+f ♦ ,,, ..- .-.. �♦+Ir `r'�+r •'•r!^•a7lt ♦ r •• ♦a!t •f1'1♦ ♦ !`1/'.► • : I • . . • •a a'raa••-r•♦♦♦ • ♦♦ ••r as + r ♦�! •yea r!a! '- . r�rwi r'` • . ,+.y's.,w*,�+a�a r.:.�.r aw w �.e v�a�ie.G.+. SAQ a.+�7.r r2t.'�.a'�ia.+t.�� .+�t a+�� s�tit+�s.�a�.sw r.�s�.a�...�.s�.•:a v 510 . ..s�►w.Z•+.rt l�..b�l v.`G'L.•.,AC;sdy,1� .ter.n�.*.*:�5�+,.e s.*3►.Sl0..+�b ?'.e e.�f e.��Ze t.�►att.►�r at.��v►3 ?s. .n+.a�.wa'.+�.+�v w v►.+ .+�.+ Sl0 aaw.�a►,a.�Ca>.sa�.+t.sv.Ra'9.s_t✓ n ' �-.I ...i... r ... • i i�NK. • i:.:1 mum 1- -.- --1 \ . •r 'i i'ij 4- 14... 1 \ / /Q ' \ ' i• PB;H ' .r. ,.. J , \ BATH ••-- f,..r{. MN MN EMI t4 56 sq ft 0 CD LI i ' ^'s � b _ , it vii" M+.� i - \ TORAGE 1, `f P 11,..1 ,c.- tti Cl..1111111111111111111 iiiii al 1 11 t a ; iii=r f..,,..‘.4 I 1 rI 0 1 ' I t ; DINING ' I I 1 • I ! i 376 sq ft NM :, t s' # 1 I1 1 ` �. 'STAR ::4 t y I • - ........ �� i 8,7sq ft I 4. La • El I I,I�fiNG d' O I 1 Ai • I 1 365 sq ft Oil - __.._ �... 4� 1 1 I I 1 y, 1 .1 - . t �. .t \ I 1 ,,�gi Cat • y+ t I a{ ,♦ t I I '� I { I 1 '.4 i 1 • 0 • 1 4 MELTS 1 1 t i �\ # 49 sq ft �` 11 0 t PANTRY \., ] 1 1 44. .. TYP_6 x6 zt 45 sq� . ��- TYP.5vaxiQ'I12GLBAE3OVE - _ • wiillill.., DS li ... \ , UNis I Q ,rvTM ''310 it xal vim 510 .s:�ir94 ^. :�� •• ♦ . w♦ 8 V.•+b♦ .�r:.i ' } 1r S►•. I" S10 n ► rs•'i'�'riNi ' ► a ri-�>+�•;-r ` . L.3) --'--,E11.1 11111r-... ...-."-'-. / / N/I 1 t om. I J J/ �■ •---- ..._._ ..-- _, i z,X4011 • . i 1 / \ a• :�! I`_ •;, ■.■��..i� I 185 sq ft It I 1 .. �,%' '.. /I' ._ 1- ,. mot `- Qk�.;, - ;� ��.: z . -, IIt 1I \ • #, I 1 I - 1 1 e 42"RAIL NI I ! 0 • 1 _ 1 [ I 1 1 -- ENTRY I n [ 1 1 1 L_I'�JI N G PORCH._.- -- .�1 a _" t_..- �I 353 sq ft - - - 1 42~RAIL 0 I - 4 II I V r —1 \ I s i��•��w�.rw�li4i4�'�rri' •i+4i! !•...,...-►!a-iiu til�i♦w+w!wtx�a q 1 I • �� i U j i+ 1 I r�;, I I �` RESCUE . • l t I 1 + ASSISTANCE . . t — — — � BAL 2CN • . 4. Ilpk f [ I E r 1111 , Canw . I I I Q 0 ;?q' t 0 0 - O LIL ¢. . Um= , . I ..i commit■�` ,:, 1 . t*�1, { I S"t'AIR �...�. ...� ..... _ ...� _ •..w...w..., .-.. -.... _ I _ (.14:*78 •. .i .,.r.++it*�ww.w. �+•• {.�......1�..�i•>.IS.L.�a ... R..�►•1►�r.I. .f.J� L • •�...1 , t,n I I I 1 1 j •. i■1 [L �sx / I 1 -. / i .. • _1111 Immi 1 / MIMI . • t I - _I SITTING AREA §4 I • Neum i amemma PORCH I LIVING AREA . I \. ; DECK 489$sq ft— SS sq ft • . , . 1 STAIR I_ ] / ._ ....... ._ �.empftiemma I I , .,, • • I H {I.� 1 I i I I f I S6 sq ft, . • b • 1 • L . !� - ' y \ »sqf I • I •., — __ Ii /PORCH �-- -� ■ - _ - - .- ._4.• Iii _— -it • - - WALKWAY I I BITTING AREA I \ I I - I I 93 sq ft ! fi 1 I 207 sq ft • I DEC _ — ..._ — __.. .._ ._ _.._ I. . • • I , . . 55 sq ftI j I, . II i , , . . . , . - - _ —" - r4 - - -1 • L I • . i #D4 % - CR1G P.MONAGHAN ''r. • ileI4 • Ag .:1: . • • PORTLAND,MEGON 1545 . _ lit . . BLDG. 2 . . - •• 40 lit& �, k . - CMG P.MONAGHAN ......, II.14 A,, POR.).OECON . . . 1" 1545 . -ifp4, OF 0# SHEET . FFE2 . • DATE: 7/6/03 REV.' 3/23/05, . L'7416/04' 4/25/05, . . 4/27/05, • . C. Oh*• 6/15/05, • • 11/22/05, 3/22/06, a 2 6/12/06 LL• 1 s , LNi.. �.J ' �` I I 1 ; t t f : I 1 #,� r I'i �-- �.._ _ — ..�. _._ -mot— ` .... ._ _ I E z .._ (" ` 1 4 1 It I fs:-+ ♦�r■�+ -__._.... ..r7. _ � 'r yr^<�s^"+++ ♦i"+•<i.•+•• 44`"i'•�'s�i�li• r`i`Sf%i "-r^ w _.._._ .+•.•i�w�•a • i••f ----. fair•+i. •�►•+. + ••a•< • r +..♦ - - {�..■i+w.s�.wwr• . . _.._ . it 1.:;.. , . li I I rill 1a�_•. ,-.- ato- I ill J---- I Ili-- iff. ...i.� .,.... 1 1 Ir -- l ___.. .,L.. _ ._.-... :� �` • .--- -- ---- I 1 /kç / I Q C. \ Iti < Er Lil to < • I - / 0 • 1_,_ 1. al:!.•�+f►+ ♦# '�'• w,.AJ .A.�iN ��1.........._.-._-..-..._- 3{lh�tA.M +I.r��•iI �1 YY,<i►�i♦ �7tfl ;.t,#.'h�}�•,.li.�.. 4�.RJSA� a:. 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I I `.-..� I t1 I -- tai .■.■.- V-iN - 04 - I • D. " Mot 0 $ H1 I 111 .r.-. 1.-- >. cki Q.. . . MN H . H LIVING f T AR u (e '410*UNIT / T :; — �N 402sgft �." .v`. '! : X55sq # , I $ 4 } ' • I t ;s . • - �_ II I t t. f '� \ /GUEST �4`, \, JI i /t '� ` ; BATH t;e • Itt ,� s�ft .�� 111 . . i .p* TILE • - * ' -\ / \ t i It' 'I / \ I Im.t • / / 'ti \ , / I 0 . !._...... �... 4 --- "r:L`"N7 1p i.i ... .... ..._ , _ ..... .•... _ _-_.-_ -► :r vy�, _. _ _ _ _ ._ ... T WV" D c,,/p -44- a r r,S ••.,xsIot' • jmi....s 7 c:*.sto ''::b'K�: (I =*:�. Sta..is ,"� ._._ 1 [� WAN-701°.WP:-!..TA�.. • ♦ • + • . • • + .+•• • •+ !.t• • • • # !„h4t,i.1. wlltnaLt N '""t ff 'w X ►~a ►.w7e�a - �' a .�i.:� ...•i Ciw�s,.+.a.�.ra� �� ,.w.. <t► _•_...., .._, • ._.1 f ..—I...r" I;�,� �,-_� FIREPLACE _» \ / \ I 0 • - . I • • ill /., , . --; BOOK ' 203 sq ft 111 1 ; ,ll - - j� 1- - - ---L isms'----�I�;11 1 I - /`� , — t 1 i■...._,..,..r•�.••.f. ALCOVE � fl `� I I I t I mitiaini L .7 — I t _ _ .__.-_ _._■. 7 1 ........ .7 - _ .-.... .._M. ...._ ....._ ... . - _._ ..�.# !.--- '*-- --� Um. i j ,..! ► I h L. . • L. 0 • • ' I '• I a • • . . • Et • . \ALCOVE 1 \' I • 101 . . -1 a uV.++ JiV+.+i i ' ••slit ! ifti•�• i�i+♦a Elia•1. . Flamm • fc1.•.•i. Lehi 11.•.h•.hi i _t6t•A..t• \1.+...s ,� 0, 1 7 _ ...... .......... , i . . . . E L , J LIU 4 . - • . . . LL . - • -• . .•. • . • • ,..fr Li. . . • . . . . -1-,. 40 • 1 . . _I LIVING AREA • • 4 / 4541 sq f . . I . • . . L i i - . i �� I i`___? II _! a I I .',.- L • • . . STAIR I • 117sgft I - • _ . _ I [ I , i 1 L q . • I . I 1 . . - d . . . . . .. . . . • F • . . . . . •. .. • • t. 4 . • . . . . : • • . . . . • . • . . . . . . . _ . • . • . . • . . . .. . . . . . • . . . . . . . .. . . . . . • . . . . . . . 1- . . . , . • . . • • . . . -. .. - . . • . . ,.. . . . . . c._ _...„....._ L ...._ _.............._-61--- oso Adtick„._ . . . - .. . ,..cp, -.c,:e;) • . . • L i • j • . CRAIG P.MONAGHAN POR 1 ,OREGON ,.■ . 1545 e • . . . . 0 . . OF BLDG. 2 ,...‘„,,, . . • • . . . . . . . , . . - . • . • . . . . . ,§,,i) 130 -ilk, , . • . r =maim r$....., • 0.4 e PORTLAND,OREGON k 1545 . .? - el aF . SHEET E 3 _ . Ft F.. . _ _ _ _,..........._ __ I1/50104► DATE: :. •REV., , .. , Pu-4,-- r' x r J r JGt i! _6 �r � T . �,e • � ^yin r,1� ..�� 1 r t !'�+�'UQ U lV1 t`.t L17!�'r�`� Q �'� LCctL �tenJ.; t,.at.l r:.\ (_41., i,,,ti,14.7; ,..a � ,• ..��, , ..,,,, Matti-Loaded Beam'.2003 International Building Code(01 NDS11 Ver.6.00.7 �0 By:Glenn Koester.Rowell Engineering And Design on:11-29-2006:6:27:50 PM - , . Project Elite Care-Monaghan-Location:Beam 1 -Large Main Roof Rafters - Summary: u Ias Fir•Larch-Dry Use i t, ` -fit ►`►; 5INx 4.0FT(22+211#2-Do q f • 3.51N x 13.2 2 .t , . !y } Controlling Factor:Moment of Inertia f Depth Required 12.84 In L- Section Adequate By:9.81a Contr g f�` (� D� ��• �c, j �t �7 Its 21j��° "_CfLAIA_.,;) ,Center Svan Deflections: ( � L Dt.D-Center- g.20 IN Dead Load: LLD-Center= hl Y 0632 � Total Load: TLD-Center= 0.67 IN=Lt430 p j ., 1 J Right Cantilever Deflections: . _Ei1 .•• •O.i2 IN=2LI39C• =20270 �� 7 � �'c ' j ' ►t -0.18 tN �.- 1 Id ..s.. I.- �5� 2,, �, •- tat �` .� _ _ _ LL Center Span Left End Reactions(Support A): ' _ �`� n ■ ■ c €"j LB ! � �� ` �� M'L-1.- t-'r � �J`��.[� %' (37.E.)(4-) + I�ry ,�7 J � � •` - [E Live toad: LL-Rxn-A= 94 O ,. 6 � - j i (./ . S 1 i � ' 7r f° r t + J Dead Load: DL-Rxn-A= 450 t ;C,4-� f 1`� �'- OL- r-� ` Total Load: TL-Rxn-A= 1396 LB t may; �� f JS r } t! C' ,� Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.64 IN .�• _ „--_ __--., • Center Span Right End Reactions(Support B): Live Load: LL-Rxrs-B_ 712fi LB r -V4- I = -` r ! ,. �.. / w�f r= �, ,. . . DL -g- 540 LB i a. X31-- s4x. 9 Y - 4x10 - , f , Dead Load: _ �. tf11 / i C Total Load: • TL-Rxn-B- 1666 LB i l G0 Bearing Length Reauired(Beam only,support capacity not checked): BL-B= 0.76 IN Dead Load Uplift F.S.. • Beam Data: _ - 22.0 FT _ t Q Center Span Length: : r li"3 Of 18 ce) C Center Span Unbraced Length Top of Beam: Lug Tap= 0.0 FT ! Length-Bottom of Beam: Lug Bottom= 22.0 FT s y ; Center Span Unbraced Length L3= 2.0 FT Cantilever Length: l,L' � '�` i`�1�. ! •. ( tf� ui t sJt7 � ] 3fi �''� 1 Right Can q OA FT , trU �� . "', i,,,i... -....U110....c..._ 1 X Right Cantilever Unbraced Length Top of Beam: Lu3-Top= t �` :� �t Length-Bottom of Beam: Lu3-Bottom= 2.0 FT (� c- LL 4 °k"' 1 o Right Cantilever g Cd= 1.15 / � �3 r& z. -0 �,,,,j,,, L•- �� (4,317spft - 7� 7S� 5�ltt tnl �'�' ,�t'. �' �. = •a?i �� L•f � � 0"""Live Load Deflec U 36 2100 L., c} �, ` j 7 f �j �/� U 240 y _ �� ! , � � ��`� �� , `t .r rn f � _ f � �� , � iij• Total Load Deflect Criteria: 1 s 13 c L � p . I - �•- OL .'4,51)9(f - �.tl- i �pL�.. r•. r , < �` ' l I .f �' (11(1.- 1C S G - lkl-(, ..1 z LLB o 2 venter Sgan Loading: ry �? (sc)(154(3*,) c �,' , i..tr- - f {Uniform Load: l �• �I P R e% i ., ( [3 r 1Y „� J� ,r- f t• Live load: &1: 86 PLF S `V �' �+ L _ - . 4r r. f• 30 PLF tt 1 .. r - 1 tt 71 PLF P c..- / t 7 `r� �"'s t• PLF �� • 127 i - tU ' '"� �r T 2< ' '" -�t - Right Cantilever �r r taadin cm Uniform Load: 9 8£ PLF ; A ` f� lZ - L j� �"' : f - C 12• Live Load: wD..3= 30 PLF �" j • y G 4 ,�. Dead load- _ - 11 PLF 1#i.L.. '�� (1ot:) "" { �C [Qr'L (3 '-6 z4f- v4, �5 i s c oVW- f tt�iic r L(a iii L BS1N- 71 Beam Self We� wT-3= 't2? PLF - ':D Total Load: . Properties For.#2-Douglas Fir-Larch ! :• F(a9(�-7 rL- _ �' �t 7.J S NAN\Shear Stress: Fv= 180 PSI - E- 1600000 PSI �� Modulus of Elasticity: � �� 625 PSI { •, i� � 6 5 ‘ . ,` Stress Perpendicular to Grain: Fc--ems` ' : ,tt c,c,,, Q a.t i ( 5O Adjusted i -•---- I v f r (40 z,-. 60171( Fb'(Tension}: Fb-- 1 990 •PSI • f' � i �` �,,,{�,. fIS° ��' .� -/ / � • i Ad;'ustrr ent Factors:Cd=1.15 Cf_-1.00 Cr-1.15 Fv�= 207 PSI (1%. 93• E�j �i "'"• - Pooc '�' �t�'") U� ' - Sot1141- -(27--,5) Z _--=•_---__._.L_ 3.-- :L-_._.____. _ %y1 1�3 3j11((� ,J' t `"i ,..� _�__ .._.__ _ ----.-- -( -.�_ - 01 Z• v� Adjustment Factors:Cd=1.'E5 � ��..._..._•-_--____........__..•.... ____... ..�.-.._.-..�._.� �� ,� z �� ,� 2.4)4...2) S-� �� ; Z�� t L� Design Requirements: - 7659 FT LB R.- 1 Controlling Moment: M- ri �� E?t7 �''(r' i f _"�'-`""'-"`L itik.,support of span 2 Center Span} ` 1#.0 Ft from left,suppo lz � �� '� . Critical moment created by combining all dead loads and live loads on span(s)2 60?11, - y! V= 1272 LB ` Controlling Shear: _ At a distance d from right support of span 2(Center Sow) �• r created by combining all dead loads and live loads on span(s)2,3 1 I _ I� (L ' Critical shag re Y # Lc7i� f •3 (` 1 , r�, %)-.: � • Comparisons With Required Sections: i �/ Section Modulus(Moment): Sreu= 77.21 tt�t3 ��Z, ..�' - `Y� { ) S= '(02.41 IN3 ` r - � Er . •j Area= 9.21 IN2 i r r e bdit 7 C. } r3{ -- I Area(Shear): Aw 4fi.38 IN2 c • Ireq= ` 618.fl5 IN4 r Moment of Inertia'(Defleciion): • I= fi78.48 IN4 --_ ; "" /VV` 1) 777})- {jl,�y.{y i 2 CL , I (i% - -,.- • Li- 117 1 Date, I l . #C 1W ' L ENG11T ' B f mil /v� G 1VEE` .f1� �& 1E�S`� 1V' By 1�are �O L#.,. '� 'E Z', E11��r11VEER VG c DES 11� ( ROWELL E.IGINEERIN & DESIGN B • Date /Zf°C ERIN & DESIGN y Date �j f ; Sheet a L'v ;t l I`. ' '.:i Project ' I �( Sheet o ... t LLB ,, L.► 1 f 1 �.. `�;� , t Project Sheet o f• Pr©jest Project Shee of Z . CtE ,,, • ,rte . . . te Z "r„ 111 1"..- . ,„-''. §. opp . : • . . 4 - . LLJ g . . , XV . Beam 2003 International Building Code(01 NDS)1 Ver.6A0.7 Multi-Loaded Beam(2003 International Building Code(01 NDS}1 Ver.6.00.7 Multi-Loaded Beam'.2003 International Building Code(01 NDS}1 Ver:6.00.7 Multi-Loaded Beams 2003 International Building Code(01 NDS}1 Ver 6.00,7 Multi-Loaded Beamf 2003 International Building Code(01 NOSH Ver.6.00.7 Multi-Loaded 1 : , Will C9 Ork las. ' lenn Koester.Rowel#Eno'ineerin4 And Desirtn on:11-3©-2046:08:36:39 AM B •Glenn Koester,Rowell Engineering And Design on:11-29-2006:6:33:57 PM By:Glenn Koester:Rowell Engineering And Design on:11-29-2006:6:31:32 PM • By:Glenn Koester,Rowell Engineering And Design on:11-29-2006:6:31:53 PM • C , 0 0- . 0 0 : By:Glenn Koester.Rowell Engineering And Design on:11-30-2006:08:41:08 AM Bv-Glenn Y• : LI- Project ELITE CARE-MONOGHAN-Location:Beam 6-Main Ridge Over Openings Proiect ELITE CARE-MONOGHAN-Location:Beam 5-Beam Spanning End Dormers Project:ELITE CARE-MONOGHAN-Location:Beam 4-Beam Spanning Main Building Dormers : Project:Elite Care-Monoghan-Location:Beam 3-Smatl•Rafters Over Upper Hall Project:ELITE CARE-MONOGHAN-Location:Beam 2-Rafters Over Fireplace Library Summary: • . Summary: , Summary: Summa 3.5 IN x 9.251N x$.0 FT 6+2}1#2-Douglas Fir`Larch-Div Use Summa 3.5 IN x 9.25 tN x'12.0 FT(10+211#2-Dou4tas Fir-Larch-Div Use r• • 24F-V4-Visually Graded Western Species-Dry Use 5.125 IN x 7.5 IN x 12.0 FT 124E-V4-Visually Graded Western Species-Dry Use 5.(25 IN x'lQ_5 IN x 12.0 FT 124E 24F-V4-Visually Graded Western Species-Dry Use Section IN x 9.0 IN x 9.0 FT 124 v Section Adequate By 34.4% Controlling Factor.Moment of Inertia l Depth Required 6.8 In Section Adequate By:36,5% Controlling Factor,Moment of Inertia J Depth Required 9.47 In Section Adequate By:'550.2% Controlling Factor Section Modulus J Depth Required 422 In Section Adequate By: (23.7% Control ing Factor Section Modulus f Depth Required 7.03 In Section Adequate By:75.2°l� Controlling Factor Section Modulus f Depth Required 7.28 In •• • Center •Span Deflections: Center Span Deflections: Center Span Deflections: Center Span Deflections: J Center Span Deflections: OLD-Center- 0.19 IN DID-Center= 0.11 IN Dead Load: DLD-Center= • 0.00 IN Dead Load: DLD-Center- 0.04 IN Dead load: DLD-Center- 0.09 IN Dead Load: LLD-Center- 0.2fi IN-U556 Dead Load: • LLD-Center- 0.29 IN=1/491 • Live Load: LLD-Center= 0.01 IN=LJ6081 Live Load: LLD-Center 0.09 IN=L/1313 Live Load: • LLD-Center 0.75 IN-0738 Live Load: Tot toad: • TLQ-Center- 0.40 IN=L1358 Total Load: TLD-Center= 0.02 IN=04565 Total Load: TLD-Centerr 0.13 IN=U932 TLD-Center= 0.24 IN=L/457 Total toad: TLD•Center 0.45 IN=0323 _ _ ___. •_ _ - - --_-_-- _ _ _.__ . ._-- Total Load: = 0.28 IN 0.16 IN Deflections' ._. _.__ _-. _ .__ _ _ _.-- _._.-•-- Ri ht Cantilever Deflections:_.:__ ..:... ___-..___ _.... Total Load: C C=___.. __ _.. • - _.. ._ -_.Ri ht Cantilever a -- :.. .....-....._ . ._ - _ --- 9 Required: • .._---. .-_ ._..._...._.. __.._...__ .. 3 1N Camber R _ - - 0.00 l .0 IN __ - - - Dl_D-Ri ht= D t= bib-Ri•. _..._._. _._-__...._..._... ...__ tuber-RequEred_ _ _ . . .. .. _ ... . ..__ --- -••---- ..--- .. Dead Load: cIh _ Center Span Left End Reactions{Support A): Center Soan Left End Reac#ions(Support A): Center Span Left End Reactions(Support A): Dead Load: LL-RxrrA= 1013 LB • LL-Rxn-A= 3354 LB Live Load: LLD-Rioht= -0.01 IN=2L13800 Live Load: LLD-Right= -0.06 IN=2L1821 Live Load: LL-Rxn-A= 2502 LB Live Load: DL-Rxn-A= 742 LB . Live Load: • DL-Rxn-A= 1535 LB •Dead Load: 1754 LB Dead Load: DL-Rxn-A_ 1248 LB Total Lvad: TLfl-Right= `0.02 IN=203164 Total Load: TLD-Right= -0.08 IN=211600 Dead Load: TL-Rxn-A= TL-Rxn A- 4602 LB Center Span Left End Reactions(Support A. Center Soan Left End Reactions(Support A • Total Load: TL-Rxn-A= 4{(37 LB Total Load: of support capacity not checked): BL-A= 0.53 IN Total Load: { RP )' { PP ): Bearing Length Required(Beam ante.support capacity not checked): BL-A= 1.21 IN Bearing Length Required(Beam only.suppo P ty } Bearing Length Required(Beam only.support capacity not checked): BL-A= 1.38 IN live Load: LL-Rxn-A= 450 LB Live Load: LL-Rxn-A- 750 LB Center Span Right End Reactions(Support B): Center Span Right End Reactions(Support B): Center Span Right End Reactions{Support B): Dead Lvad: DL-Rxn-A= 181 LB B Live Load: • LL-Rxn-B= 1013 LB Live Load: • LL-Racn-8= 3354 LB Total • Laad: TL-Rxn-A= 631 LB Dead Load: DL-Rxn-A= 326 LB LL Rxn-B= 2502 L Ln Total Load: TL-Rxn-A= 7076 LB• Dead Load: DL-Rxn-B= 742 LB • DL-Rxn-13= 1248 LB • Bearing Length Required(Beam only.support capacity not checked): BL-A= 0.29 IN Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.49 IN •Dead Lvad: DL-Rxn-B= 1535 LB Dead Load: TL-Rxn_g= 1754 LB Dead Load: TL-Rxn-B= 4602 LB Center Span Right End Reactions(Support B): Center Span Right End Reactions Su art B): • Total Load: TL-Rxn-B= 4037 LB Total Load: Total Load: { Pia )= ( PP Bearing Length Required(Beam only,support capacity not checked): BL-B= 1.21 IN Bean Length Required Beam only,support capacity not checked): BL-B= 0.53 IN • Bearing ( y P P tY } Bearing Length Required(Beam only,support capacity not checked): BL-B= 1.38 IN Live Load: LL-Rxn-B= 800 LB Live Load- LL-Rxn-B= 1080 LB• Beam Data: - Beam Data: Beam Data: Dead Load: DL-Rxn-B= 362 LB Dead Load: DL-Rxn-B= 489 LB Center Span Length: L2= 12.0• FT L2= 12.0 FT Total Load: . TL-t xn-B= 1162 LB • Total Load: TL-Rxn-B= 1569 LB • • a L2_ 9.0 FT • Center Span Length: Center Span Length: Center Span Unbraced Length Top of Beam: Lug Tao- 0.0 FT Center Span Unbraced Length-Toff of Beam: Lug Toa= 0.0 FT Center Span Unbraced Length Top of Beam: Lug Top= 0.0 FT gflnfIiTd(Beam only support capacity not checked): B - 0 €N Bearing Length Required(Beam only,support capacity not checked): BL B= - 072 IN Lu2-Bottom= 9.0 FCenter Span Unbraced Length-Bottom of Beam: Lug-Buff©m= ZD FT Center Span Unbraced LengthBaftom of Beam: Lug-Bottom= 12,0 FT i F.S.; Dead Load Uplift F.S.: FS= .5 Cd= 1.15 Live Load Duration Factor Cd= 1.15 Live Load Duration Factor Cd= 1.15 Beam Data: Beam Data: Live Load Deflect. Factor. Ll 360 Live Load Deflect.Criteria: U 240 Live Load Deflect.Criteria: L/ 360 Center Span Length: L2= 6.0 FT Center Span Length: L2= 10.0 FT• •Live Load Deflect.Criteria: U 240 Total Load Deflect.Criteria: LI 240 Total Load Deflect.Criteria: L/ 240 Center Span Unbraced Length Top of Beam: Lug-Top= 0.0 FT Center Span Unbraced Length Top of Beam: Lug Top= 0.0 FT Total Load Deflect.Criteria: Center Span Loading: Center Span Loading: • Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.0 FT Center Span Unbraced Length-Bottom of Beam: Lug-Bottom= 10.0 FT Center Span Loading: Uniform Load: Uniform Load: Right Cantilever Length: L3= 2.0 FT Right Cantilever Length: L3= 2.0 FT Uniform Load: wL 2= 556 PLF • Live Load: wL-2= t 50 PLF Live Load: wL-2= 559 PLF Right Cantilever Unbraced Length-Too Too of Beam: Lu3-Top= 0.0 FT Right Cantilever Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Live Load: wD-2= 195 PLF Right Cantilever Unbraced Length-Bottom of Beam: Lu3-Bottom= 2.0 FT Right Cantilever Unbraced Length-Bottom of Beam: Lu3-Bottom= 2.0 FT Dead Load: wD-2= 330 PLF • Dead Load: v BSW= 103 PLF Dead Load• 9 : BSW= 11 PLF Beam Self Weight: Beam Sett Weight: BSW= 13 PLF Live Load Duration Factor. Cd= 1.15 Live Load Duration Factor: Cd= 1.15 , Beam Self Weight: erT-2= 262 PLF wT Z= 767 PLF • Live Load Deflect.Criteria: L/ 360 give Load Deflect.Criteria: lI 360 • Total Load: wT 2= 897 PLF Total Load: Total Load- Properties For.24F-V4-Visually Graded Western Species Point Load 7 PL1`2= 225 LB Properties For.24F-V4-Visually Graded Western Species Total Load Deflect.Criteria: U 240 Total Load Deflect.Criteria: U 240 Fb= 2400 PSI Center Span Loading: Center Span Loading: • Bending Stress: Fb= 2400 PSI • Live Load: Bending Stress: 9' Shear Stress: Fv= 240 PSI Dead Load: Pty-2w 6.0 FT Shear Stress: 1800000 PSI Location(From left end of span}: Fv= 240 PSi Uniform Load: Uniform Load:• Modulus of Elasticity: - 180 Modulus of Elasticity: Ex= 1800000 PSI Live Load: wL-2= 150 PLF Live Load: wL-2= 150 PLF • Ey= 1600000 PSI Properties For.24F V4-Visually Graded Western Species • Ey~ 1600000 PSI Dead Load: wt?-2= 60 PLF Dead Load: wL-2= 60 PLF Stress Perpendicular to Grain: Fc Derr= 650 PSI Bending Stress Fb= 2400 PSI Stress Perpendicular to Grain: Fc peril- 650 PSI . Fv= 240 PSI Beam Self Weight: BSW= 8 PLF Beam Self Weight: BSW= 8 PLF Bending Stress of Comp. in Tension: Eta cpr- 1850 PSI Shear Stress: Bending Stress of Comp. Face in Tension: Fb cpr 1850 PSI Total Load: wT-2= 218 PLF Top!Load: wT 2= 218 PLF q p - Ex= 1800000 PSI Right Cantilever Loading: • Right Cantilever Loading: j Modulus of Elasticity: Adjusted Properties Fb'= 2760 PSI Right Cantilever Load: g Uniform Load: Adjusted Properties Fla (Tension): Fb'- 2760 PSI Ev= 7600000 Si Fb'(Tension):Adjustment Factors:Cd-1.15 • Stress Perpendicular to Grain: Fc pero= 650 PSI Adjustment Factors:Cd=1.15 Live Load: wL-3= 150 PLF Live Load: wL-3= 150 PLF Fv'� 276 PSI Fb c r= 1850 PSI Fv`: Bending Stress of Comp.Face in Tension: p Fv': Fv`= 276 PSI • Dead Load: w0-3= 60 PLF Dead Load: wD-3= 60 PLF• Adjustment Factors:Cd-1.15 Adjusted Properties Adjustment Factors:Cd=1.15 Beam Self Weight: BSW= 8 PLF • Beam Self Weight: BSW= 8 PLF Fb'(Tension?: Fb'= 2760 PSI Design Requirements: Total Load: wT-3= 218 PLF Total Load: wT-3= 218 PLF Design Requirements: M= 9084 FT-LB Adjustment Factors:Cd='1.15 Controlling Moment M= 13807 FT-LB Properties For.#2-Douglas Fir-Larch Properties For.#2-Douglas Fir-Larch • • Controlling Moment Fv,: Fv'- 276 PSI 6.0 Ft from left support of span 2(Center Span) Bending Stress: Fb= 900 PSI • Bending Stress• • Fb= 900 PSI 4.5 Ft from left support of span 2(Center Swan) Critical moment created by combining all dead loads and live loads on span(s)2 Adjustment Factors:Cd=1.15 Critical moment created by combining a[I dead toads and live toads on spans)2 Shear Stress: Fv= 180 PSI • Shear Stress: Fv= 7$0 PSI Controlling Shear: V= 3391 LB Design Requirements: Controlling Shear. V= 3958 LB Modulus of Elasticity: Es 1600000 PSI Modulus of Elasticity: E= 1600000 PSI - At a distance d from left support of span 2(Center Span) Controlling Moment Me- 5802 FT-LB At a distance d from left support of span 2(Center Svan) Stress Perpendicular to Grain: Fc,perp= 625 PSI Stress Perpendicular to Grain: Fc,_perp= 625 PSI Criticsl shear created by combining all dead loads and live loads on span(s)2 6.0 Ft from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Adjusted Properties Adjusted Properties•Comparisons With Required Sections: Critical moment created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: • Fb'(Tension): Fb`= 1428 PSI Fb'(Tension}: Fb'= 1428 PSI • Section Modulus(Moment): Sreu= 39.50 N3 Controlling Shear. V= 1597 LB Section Modulus(Moment) Sreq- 60.03 N3 Adjustment Factors:Cd=1.15 Cf=1.20 Cr-1.15 Adjustment Factors:Cd=1.15 Cf=120 Cr1.15•• S= 69.19 N3 At a distance d from right support of span 2(Center Span) S= 94.17 N3 Fv': Fv'= - 207 PSt Fv': • Fv'= 207 PSI Area= 18.43 N2 Critical shear created by combining all dead loads and live loads • on span(s)•2 Area{Shear); Areg- 21.51 N2 Adjustment f=actors:Cd=1.15 • f Adjustment Factors:Cd=1,15• Area(Shear}: A= 46.13 N2 . Comparisons With Required Sections: A= 53.81 N2 • Design Requirements: Design Requirements: Sreq= 25.23 N3 Ireg= 362.17 N4 Contmlling Moment: M= • 914 FT-LB Controlling Moment: M= 2656 FT-LB Moment of Inertia{Deflection): tree= 163.49 N4 Section Modulus(Moment): S= 48.05 N3 Moment of inertia(Deflection): I= 494.40 N4 2.88 Ft from left support of span 2(Center Soan) 4.9 Ft from left support of scan 2(Center Span) Is 311.34 N4 Ar A= 8.68 N2 Critical moment created by combining all dead toads and live€gads on span(s)2 Critical moment created by combining all dead loads and live loads on span(s)2 : • • Area(Shear): • 1f= 569 LB Controlling Shear. V= 980 LB A= 38.44 N2 Controlling Shear. , Moment of Inertia(Deflection): lrep= 180.18 N4 At a distance d from right support of span 2(Center Span) At a distance d from right support of span 2(Center Svan) 1= 180.18 N4 Critical • shear created by combining alt dead toads and live loads on span{s)2,3 Critical shear created by combining all dead loads and live loads on span(s)2,3 . Comparisons With Required Sections: Comparisons With Required Sections: . Section Modulus(Moment): Sreq= 7.68 N3 Section Modulus(Moment): Sreq= 22.31 N3 i S= • 49.91 N3 ? S= 49.91 N3 1 Area{Shear): Area= 4.13 N2 Area(Shear): Ares= 7.10 N2 • A= 32.38 N2 A= 32.38 N2 • ' • i Moment of Inertia(Deflection): free= 21.87 N4 Moment of Inertia(Deflection): lrep= 10'(.24 N4 • 1= 230.84 N4 I= 230.84 N4 • • • . 4 i , i . i •{ i 0 . • 14 IP 41? Multi-Loaded Beams 2003 International Building Code(01 NDS}1 Ver.6.001 Multi-Loaded Beam[2003 International Building Code(01 NDS)1 Ver 6-00.7 Multi-Loaded Beam(2003 International Building Code(01 NDS)1 Ver,6.00.7 i; Multi-Loaded Beam'.2003 International Building Code(01 NDS11 Ver_6.00.7 d .Ce{ ,• By Glenn Koester,Rowell Engineering And(lesion on 12-01-2006:09:35:35 AM By Glenn Koester.Rowe[#Enciineerinfl And Design on: 17-30-2006:08:53:05 AM By Glenn Koester,Rowell Engineering And Design on 11.30-2006:0$:49:25 AM • By Glenn Koester.Rowell Engineering And Design on 1 1.30-2006.08:45:07 Ahll• • Ott Project:ELITE CARE-MONAGHAN-Location:Beam 9-Ridge Over Upper Hall Project ELITE CARE-MONOGHAN-Location:Beam 8-Ridge Beam Over Fireplace Library Project: ELITE CARE-MONOGHAN-Location:Beam?-Ridge Support Beam Over Fireplace Library ( • • • : Project:Elite Care-Monoghan-Location:Beam 10-Hal[Ridge Support Beam Summary. • Summary: Summary: Summary ' 5.125 IN x 18.0 IN x 20.0 FT 1 24F-V4-Visually Graded Western Species-Div Use 5.125 IN x 19.5 IN x 36.0 FT I 24F-V4-Visually Graded Western Species-Dry Use . 3.125 IN x 10.5 IN x 13.0 FT 1 24F-V4-Visually Graded Western Species-Dry Use 5.125 iN x 13.5[N x 1£.0 FT t 24F-V4-Visually Graded Western Species-Div Use • • Section Adequate By:24.1% Controlling Factor.Section Modulus I Depth Required'(6.64 in Section Adequate By:21.1% Controlling Factor:Moment of Inertia 1 Depth Required 18.3 In Section Adequate By:34.6% Controlling Factor:Moment of Inertia 1 Depth Required 9.51 In Section Adequate By: 10.0% Controlling Factor.Moment of Inertia I Depth Required 13.08 In • Center Span Deflections: • Center Span Deflections: Center Soan Deflections: Center Span Deflections: Dead Load: OLD-Center= 0,21 IN ` Dead Load: DLt -Center- 0.31 IN Dead • Load: DLD-Center- 0.66 IN Dead Load: DLC7-Center- 0.19 IN ' LLD-Center= 0.30 IN=L/527 Live Load: LLD-Center= 0.48 IN=U396 Live Load: LLD-Center= 0.48 IN=0496 Live Load: LLD-Center= 0.83 IN=L1521 Live Load: Total Load: TLD-Center= 0.70 IN=L127fi �. FR�FF Total Load: TLD-Center= 0.79 IN=0304 Total Load: TLD-Center f 1.49 IN=L1291 Total Load: :S 7LC3-Cent 0,28 • tN=L1323 Camber Required: C= 0.32 IN G,IN� S ' Camber Required: C= 0.46 IN ? Camber Required: C= 0.99 IN 1 Camber Required: �` • • Center Span Left End Reactions(Support A : ' Center Span Left End Reactions(Support A): c,Cr k 12 p { PP ) LL-Rxn-A= 5688 LB � Center Soan Left End Reactions(Support A): i Center Span Left End Reactions(Support A): � Live Load: LL•Rxn-A= 4800 LB i'�' S$367P Live Load: ' Live Load: LL-Rxn-A= 2250 LB Live Load: LL-Rxn-A= 1 fi25 LB Dead Load: DL-Rxn-A- 2064 LB r Dead Load: DL-Rxn-A= 3775 LB i Dead Load: . DL-Rxn-A= 1757 LB i • Dead Load: DL-Rxn-A= 1027 LB • ; ,--67 Total Load: TL-Rxn-A= 9462 LB ! Total Load: TL-Rxn-A= 4037 LB Total Load: TL-Rxn-A_ -2652 LB Total Load: TL`Rxrs-A= 6864 y j I Bearing Length Required(Beam only,support capacity not checked • 3L-A= 2.84 IN Bearing Length Required(Beam only su ort ca aci not checked BL-A= 2.06 IN p p ty ). Bearing Length Required(Beam polo,support capacity not checked): BL•A= 1.27 IN Bearing Length Required(Beam only,support capacity not checked): BL-A- 1.31 IN Pp P fy )� 1 Reactions(Support B: I Center Span Right End Reactions(Support B: Center Span Right End Reactions(Support B): Center Span Right End Reactions(Support B): 4 LB >` 1' F gg� • Center Soan Right End Re Live Load: LL-Rxn-B= 393 • Live Load: ( PP ) LL-Rxn-B= 5213 LB Live • Load: { PP ) LL-Rxn-B= 2250 LB Live Load: LL-Rxn-B= '(fi25 LB ; Q •22, DL-Rxn-B= 3262 LB • Dead Load: DL-Rxn-B= 1787 LB Dead Load: DL-Rxn-B= 1027 LB Dead Load: DL-Rxn-B= 1820 LB d Dead Load: j Total Load: TL-Rxn-B= 6214 LB T. RCP • # • Total Load: TL-Rxn-B= 8474 LB Total Load: • TL-Rxn-B= 4037 LB Total Load: TL-Rxn-B= 2652 LB r Bearing Length Required(Beam only,support capacity not checked): BL-B= 2.54 IN Bearing Length Required(Beam only,support capacity not checked): BL-8= 1.21 IN Bearing Length Required(Beam only.support capacity not checked): BL-B= 1.31 IN l Bearing Length Required(Beam only,support capacity not checked): BL-B- '1.87' IN Beam Data: Beam Data: Beam Data: Beam Data: - • L2= 20.0 FT L2= 36.0 FT Center Span Length: 4 . Center Span Length: Center Span Length: L2= 13.0 F`f` Center Span Length: L2= 16.0 FT EXPIRES: DEC. 31. Center Span Unbraced Length Too of Beam: Lug Top= 0.0 FT : Center Span Unbraced Length-Top of Beam: Lug Top=. 0.0 FT '_ Center Span Unbraced Length-Tap of Beam: Lug Toa=' 0.0 FT Center Span Unbraced Length-Too of Beam: Lug Tots= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 20.0 FT Center Span Unbraced Length-Bottom of Beam: Lug-Bottom= 36.0 FT Center Span.Unbraced Length-Bottom of Beam: Lug-Bottom= 13.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 16.0 FT �Et3 PROF ' Live Load Duration Factor. Cd= 1.15 �'� s� Live Load Duration Factor. Cd= 1.15 Live Load Duration Factor Cd= 1.15 1 Live Load Duration Factor Cd= 1.15 : GiN Live Load Deflect.Criteria: U 360 Live Load Deflect.Criteria: U 36(7 • Live toad Deflect.Criteria: U 360 Live Lvad Deflect.Criteria: LI 360 i A �,� �,Total Lvad Del€ect.Criteria: U 240 Total Load Deflect.Criteria: L1 240 J Total Load Deflect.Criteria: LJ 240 Total Load Deflect Criteria: LJ 240• Center Span Loading: ' Center Span Loading: IF i Center Soan Loading: ; Center Span Loading: 58367P Uniform Load: Unifaim Load: _ , t Uniform Load: Uniform Laad- wL-2= 180. PLF Live Load' • wL-2= 125 PLF -Live Load: wL-2= 250 PLF _ ,' Live Load: a Live toad: wL 2= 473 PLF Dead Load: wD-2= 180 PLF Dead Load: wD-2= • 75 PLF i Dead Load: wD-2= 150 PLF • Dead Load: wD-2- 165 PLF OR 0 • Beam Self Weight: 9 Total Load: wT-2= 655 PLF ,,� 22; BSW= • 22 PLF Beam Self Weight BSW= 24 PLF Beam Self Weight: T, �°. • wT-2= 382 PLF wT-2= 224 PLF Total Load: BSW= 8 . PLF } Beam Self Weight: BS = L � 0 Total Load: wT Z- 38 Total Load: Point Load 1 �L� �• wT 2= 408 PLF • Point Load 1 Properties For.24F V4-Visually Graded Western Species Properties For:24F-V4-Visually Graded Western Species T. RiD I .'. Live Load: PLI-2= 2900 LB ; Bending Stress: Fb= 2400 PSI Bending Stress: Live Load: PL1-2= 1625 LB • Dead Load: Shear Stress: ; Fv= 2400 PSt Fv= 240 PSI Dead Load: PD1-2= 975 LB PD1-2= 1513 LB Fv= 240 PSI Shear Stress: Location(From left end of span): X1�= 6.0 FT f Location{From Left end of span): X 1-2= 5.0 FT Modulus of Elasticity: Ex= 1800000 PSI Modulus of Elasticity: Ex- 1800000 PSI EXPIRES: DEC. 31, Point Load 2 Ev= 1600000 PSI Ev= 1600000 PSI Properties For.24F-V4-Visually Graded Western Species Live Load: P12-2_ 500 LB Stress Perpendicular to Grain: Fc veto= 650 PSI ! Stress Perpendicular to Grain: Fc pero= 650 PSI ! Bending Stress: Fb= 2400 PS Dead Load: PD2 2- 500 LB Bending Stress of Comp.Face in Tension: Fb cpr- 1850 PSI Bending Stress of Comp.Face in Tension: Fb cpr- 1850 PSI Shear Stress: Fv= 240 PS X2-2= 10.0 FT ! i Ad usted Properties � Modulus of Elasticity: Ex= 1800000 PS • • Location(From left.end of span}: Adjusted Properties j Fb'= 2760 PSI Ev= 1600000 PS • Trapezoidal Load 1 X2-2= i l=b'{Tension): Fb'= 2491 PSI Fb'{Tension): i Stress Perpendicular io Grain: Fc peril= 650 PS Left Live Load: TRL Let 1-2= 260 PLF ; Adjustment Factors:Cd=1.15 Cv=0.90 Adjustment Factors:Cd-1.15 • Left Dead Load: TRD-Left-1-2_ 65 PLF • ' Fv': Fv'= 276 PSI - 1 Fv': Fv= 276 PSI i Bending Stress of Comp.Face in Tension: Fb cpr- • 1850 PS Right Live Load: TRL-Right 7-2- 260 PLF 1 Adjustment Factors:Cd=1.15 Adjustment Factors:Cd=7.15 Adjusted Properties Right Dead Load: TRD-Right-7-2= 65 PLF Desi n Requirements: i Design Requirements: Fb'(Tension): J. Fb'= 2760 PS . • A-1-2= 5.0 FT Design M= 36335 FT-LB Controlling Moment: M= 8618 FT-LB Adjustment Factors:Cd=1.15 Load Start: Controlling Moment: Fv': Fv'= 276 PS Load End: B-1-2= 20.0 FT 1 '18.0 Ft from left support of span 2(Center Span) 6.5 Ft from left support of span 2(Center Span)Load Length: C-1-2= 15.0 FT Critical moment created by combining all dead loads and live loads on spans)2 Critical moment created by combining all dead loads and live loads on span(s)2 Adjustment Factors:Cd=1.75 • l Properties For:24F-V4-Visually Graded Western Species ' Controlling • Shear: V= 3714 LB Controlling Shear. V= 2334 LB Design Requirements: i Controlling Moment M= 29479 FT-LB Bending Stress: Fb= 2400 PSI At a distance d from left support of span 2(Center Soan) ; At a distance d from left support of span 2(Center Span) 6.56 f Controlling Ft from left support of span 2(Center Span)Shear Stress: Fv= 240 PSI ! Critical shear created by combining all dead loads and live loads on span(s)2 Critical shear created by combining all dead toads and live loads vn span(s)2 Critical moment created by combining all dead loads and live loads on span(s)2 Modulus of Elasticity: Ex= 1800000 PSI Comparisons With Required Sections: Comparisons With Required Sections: BLDG‘ Ev= 1600000 PSI Section Modulus(Moment): Sreq= 175.02 1N3 Section Modulus(Moment): Srea= 37.47 IN3 Controlling Shear. V= 6130 LB Stress Perpendicular to Grain: Fc pern= 650 PSI S= 324.80 IN3 : 5= 57A2 1N3 ' At a distance d from left support of scan 2(Center Span) • fi Tension: Fb c r- 1850 PSI i AreQ= 20.19 IN2 Area(Shear): Area- 12.68 IN2 ` Critical shear created by combining all dead loads and live loads on spans)2 ' & 2 Bending Stress of Comp.Face in Tens o - p Area{Shear): A= 32.81 IN2 Comparisons With Required Sections: Adjusted Properties { A= 99.94 1N2 Section Modulus(Moment): Sreq= 128.17 N3• Fb'(Tension): Fb`= 2663 PSI Moment of inertia(Deflection): Ire(_ 2615.71 IN4 ? Moment of Inertia(Deflection): tree= 224.04 IN4 { ) S= 155.67 N3 Adjustment Factors:Cd=1.15 Cv=0.96 , 1= 3166.77 IN4 i 1- 301.46 IN4 • i Fv': Fv`= 276 PSI t Area(Shear): Area= 33.32 N2 • Adiustrnent Factors:Cd=1.15 ; t A= 69.19 N2 ` Moment of Inertia(Deflection): Irea= 954.87 N4 �'-, Design Requirements: ? 1- 1050.79 N4 Controlling Moment: M= 49485 FT-LB ; } 9.41=t from left supuos#of span 2(Center Span) i I Critical moment created by combining all dead loads and live loads on span(s)2 • i • Controlling = 8927 LB Shear: I � _ • , At a distance d from left support of span 2(Center Soan) • Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: ' - Section Modulus(Moment): Sreq= 222.97 N3 ccQ'�'l PROFESS I S= 276.75 N3 i Area{Shear}: Area= 48.51 N2 4 •.;,- - . - . A= 92.25 N2 f ,� 5H3C7P *' • Moment of inertia(Deflection): Ireq= 1967.70 N4 I= 2490.75 N4 - 4 � ff�► RES • ' --%. et�22��9g�'�... SHEET D� T. R� L <PtREs: DEC. 331, r . S nut 2 . . _____si ter,..