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8840 SW COMMERCIAL STREET A L, F07 10 tNJ 411 • /4- p•,r TAx L.v'rzw IZO17, I'L02 , `1 l'LO4- ����+NGT✓'� Lo. , ar`.. y�r✓ r I`O('�f_-r ( aGD Sis : ¢81'3D t vim, �F 0!5 IA�. 4M l - Cv•d► 41604 C4*o-4.lrl61W- r& .6e n I' (wF-W) 1?. �Ep-, �yr'� IMP. (5Pi NAS SMP ` - �U T 10 i T A fZ-E.a; 57 sem, ?�, 110 +/ �'�Q, �(', ik I c Ii ��pi D �j' i I�11 `' 1�►'• '� S' l I I A. �. - o I •Op 31 I � I w �•� 1 �C�•a f tl ...-.. •- .. ./ ��..) 1 L.V� J it rGC%T F'¢.�N T 117 Cad �T, �,�X ,� ?�g 0 ' -- L.f+-rJ D��Gr0 P i +•1QI =-�.G� p �,-1 L�7 ccs tc Wo , pA.� r.J4 is'�T, C]C K.o►V L ` - -- r PAk:.',�' R-EQ� C . 'd Fr I$. '7 I `� 9 P -E P l-c v �._,G� P - "►� � Ito _ 1 _ tie. \ -r G /r,, tg T7 F`P-r C.- A:J70MA'Mc_� _7 - t CL)N / _w 8+0 L L.a►tZD - - ' 2 j !AI,J C.�'.:_r* ;- !N STs�1r1.E t;l. 'ro f I .A -' 1 TO u X41 F`(" ;r-X-,-tln4-J OF LSU L7 BIGYL_e. - vi , d� v+ �n �..rc-i��.J�.�•!� IN RrATloh j '1� Gr`of.t' t'►�F'L r�.TY l I rJ� � t q'1 I I n I. PARKING i 417 ! ..i ITP, V ` l .7 1"T� I 1 , �-_ .�tl 9 .o �I ` II LI 7'I 5 E•(' �M F=v.✓ Mr~f-I P� N E►� N,a►t_I EMG I h•► _ E F I N._G..-_-. .�•.'s.� '- � cm oF'sISaAo N �t�a �k a t Cv>✓F-If=Y) I .Apxove ..... f r6Ei � .171 2 171 ...................... � . ........ I: . f /e / '019 --- Gy: _.�eT A ' X _ Date: '� I .. t I �, :� T 1 -/� � I _._. • ------ 51`wEP, EA5>c MfN HA I I ALUF;IdC i ;R AAL 0>:I iCF . APPROVED . . . . . . . . f_ � t, CC)�IE)M0t%IALLY APPtl . VEU E -r ?LAMS 1`3 NOT AN /1F PROVAI.O yI t \ FVt FLUOR •t- ,` \ �` � ,..., 1 NUJ i Cl(Y3 ATS —T 1 / , DL vuALV_ ITTTITM nc��p 6.4tn�%1=7 LkL !•1. _ - __ _^.._. -- --- -- - - -- I I I <, > 1 l o I Z �. ,.+G I N v c,o�+D I r O � ,j �I ,. l , ,II, n� .k= PT N _ =C_ _ 'c- L.AWN I It�lII� �, d � WA&T13V- 3 1 {I /' �I II Ftrw> �-INCS► r'E.�,w- C?' P va�.� I� tI 'I - PG r�Yrz.�Icj (_4L rE� If&/-�A. � 1r W V_ vl/A L r. ce t A L.c=�.1. t,�A K F� tiiG_ G�--i!`'15C►.� 1 GfAL 24 D, G, W w of PAVEMENT �� 4A I � Z at EV 14-21T. EVl�E of 61906. CUP-& >F of v k U I� ¢ T G 1TY �-TP ..,�r-�.__. ______ _ _. ____,_�___�._-__ _ ___._____ _ �,�,. .. ___..._ ..------• .__. . __ __--- p �T� � ,� v, 8 ON Cmc ,� S c:jAL. GCM 0 aF- IALIF, pJ t7 0.,� ' r7 _C-rIZ r`J L! 2 Gd► 4,! 4,v. 11-4 1. U aF<-Iza 2 v I TA.S3 G;:t 4Q, v�.. �►_. 0 rt' +1 .. .. _ r f��4vT 1.:1 al 9a,a 4f; 4 Ul �a k r�..l r IA/ Nv.�.1rJ�, i vY 4/�� 2� ��.c -r rZ i A r.►G,I I LA L V NCS Au &MMS 64MN ARE ARMWXtU?K.cA*n%4Gft?A* 414" WOW , rt, EM�XIST AND X0804 , NO M I OF F I via ,ISR ,In 54F !7.0MMEPI7I AI St-PEST t .� , p�!' y, 1..tip0MW+e4r ••_••. ,..aD+., a.i4 t,pi^aP.- . :-.il•."�+w.#i'rAa'u1w4+T ...'1JU1'1+F?` .. rrTMr:�I.♦M{N•w!'O171vr 1�-,•+' Ja'wa4l�?�, r . .1.., �►w. ., r9MrA" •MM1tlAMNt'h'*-W w.YJN.AIIPIf '14 i�'.A'ntJM�iYi.N�O!`7r+h:w�+Mt�.. •A A�M!":7",..rWf►'M'�'�'�.... .c ..:v�IWR:"�'.11�INMIM1roM"�" ,. wMJ�'/i� "00MAOmw. -'A1M•..kw..a....._.._._. _. ... .. _. .... *. - IF THIS DOCUMENT Is LEss -rll 1111111111 11 � 111111 1 11 X11 � I � III r -fir rll 1j1 III III III III III r1l 'III il � � I � 11 � � 1 � X11 � I� � i � 111 111 ilI Ali APRIL �3 ° I T� l { I f { I ` I If 4 LEGIBLE TF'AN '1'H1S IVOTA'1'ION, 1 2 I 3 74 5 _6� I _ 7_1_- I gJ - I lU 11- 12' look IT I5 DUE TO 'ltlr, [)IJAL,ITY OF THE ORIGII IAL DOCUMENT. - --- -- -_ oo��t: �Z I8II Z111/11L41 ZIIII II9II ZIIII�II9I�IIZIII - Z ----- - - - —I >b - ---- -- - Fu1[1Z1uL LT 9i � �Iulm,11111 Ili11111111�ll�Ilu1111 ITII ►►I��ill IIIII111Ill�l ,lll1 llll1111 lS� i+ 1►�IIE�- �II �11►I►►�llll� t►���l�n�u��r�t kL � �I��IIIIIIIIIIIII I� Am , � Ml rfr', 1,44302 U ALL C40N67. TO COMI"L Y UJ/ ALL LOCAL CODES 4 ORDINANCES 2.> ALL EXT, WINDOWS ARE TO 8E AL. SASIIIII,4 3.) ALL EXTERIOR DOOR!'S EXCEPT ENTRY" D00RS TO OE kC. r fTL. (TYt? 1JX0.) 4.) ALL INT. OFFICE DOORS 70 aE S.C. WD. (T"f? UXO.) 3.) PROVIDE AUTOMATIC FIRE &JET RESSION c.. SY87EI"1 AS PER U.F.G. ` b.) ALL INTERIOR CONST. rO aE 2 X 4 BrUDS • Ib" O.C. (71rP. U.N.O.) u ?.) ►NESE DU6S. ARE IN"IENDEID 70 OE V "SUPPL I MENTAL" TO ORAWING6 3UP1=L IED w BY "UE13 STEEL aU1LDINGS" VERIFY 4 COORDIN47E ALL STRUCTURAL INFO., DETAIL°., AND DIMENSIONS A h WITH r!-aOSE OR4WINGS PRIOR r0 C.ON8TRUCTIOk 3 "" �q� z D.) ALL 3/4-NR RATED WINPOUIS TCS NAVE FIXED PANES OF 1/4" WIRE' GLASS .48 PER CODE' � tJ y 9.) CON7R4C70R TO PROVIDE AUTOMOTIVE OL EXPAUJT REMOVAL 6 r87E>`1 rs'-m"-- -- —rs''m" rd'-m" !�'-m" ►-r'-i" n'-�" *3 *f < 10) 5 b 10 , 3/4- e -- e I� • r��I X ImitO — X x IaX1-ur DOOR 1! _ iVA6 l BA"'r — E _a4.F+R RATW II Ii II 1 FURR 4 UPAP �4LL EXPOSED 67L. COLS. -' � = I I `'- ` � I I ii I I - 11 0 • OFFICE AREA W/ 5/8" G.WB. � �+ i ;I I I _ — I �i� I I I I — —— I I „ � I I UW NOW 1e�r�alaD�ar� rRENCN OR41N W/ GRATE #3Y POL YCAS7 OR III I TRlATED '� x Rlld. ,n,P ` APPROVED EQUAL. FI r WI rN OIL SEPERATOR ,, I i I 1 ;� --—__ T— — — — I 1 ON SAM N1.4LF OF (We OF APPROVED DE916N D Y 7PE CITY OF T IGARD. I I I I I i _ _ I I 5 I i 11 (VERIFY W17N PL.UMaING 805-CONTRACTOR) I� 1; I I l l I I_ _ — � � 0115_9, L ` _ _11 _ 11 IT I I O ALL GABElLOII?K TO aE DES/GNED ally- aa4EIg, FURNI5,4EO 4 INSTALLED Or CONTRACTOR ® 310 X 4/0 &OUER VERIFY LOCA r10N OF STEEL COL. FOR CLEARANCES _ I I I I I ( Kolar t►►a�I I! ! 4" N H X 4" WI CONC CU ; __—— — I! `'i I No r !sa Ga !u/ I I ;I (vER1Fr L W/ Q IG DE RB � _ .� 11 _— SLOPE I I al:"OPE ® 4 ' CONC. SLAB ON 55 M ROLL ROOFING 111�" /l=T. I I I I i I 1/s" /Fr/Fr I 1 ON 4" COMP, GRAN. FILL (7rP. ALL HEATED T1-i SPACES) PROVIDE R-5 RIGID INSUL. AT f I " _'� r OLDG. PERIMETER OF ALL NEATER SPACES 13 11 4 COr1G 6L.1a 6 x• x 6� =\Wf O ?'P1G,aL 2 X b WALL GIRTB • 24O.G. "� I i 1 ON 4" COMP QI i I i ;I l► , I�' I I(Wrrk 4NA1.8W I I O ,. <acE S 1RUCTUR4L C>WC�B.�' � 3 I{ �—-- ——————, I I {I ',; � � I 1 I I F - - - - - -- -- it !.._. ® 7YP/C,4L UP COLUMN (SEE 3TRUCrURAL L UKx8.) i I I I 11 I I I I I O 9 4" 01A. 8%. PIPE BOLLARD X 5'-011 LONG � " =- ... II I I II II II it I I II EI`1DED IN 121101A. COMIC. FTG. 24" OEEP L II I I II II 2 II II I I 11WALi (TYPO. OF 4, 2 Ar EA. O.N. DOOR) ISI I I I I I I I I I i I I I 1 {� r PROVIDE 7PICKENED SLAB Air INT. 15EAR1NCs 5 `� ;I g ® - WALL 4 1/2 DIA. A.0 • b '-0" O.C. (WE ARCM- I i l nn TEXTURAL aLDG. SEC710N 4 STRUCT. OU�Gi3) I` r-LITE I I 14ft L I I ill ! l l! I-LITE I i ,R I I I f l l � 14 11 OPTIONAL DRINKING FOUNrAIN �� , " 14AV X Wv ail R I-LITE I-LITE 1 D X vD OA. ,712. F 1? 4 THICK X 31-611 X 4 -0 CONC, GLAD (rEr'tP� - (7Yr. OF 3) " " " i-Nlexdr " '- " 4►'-+�" �_ 3 coNsr. Jr. <Tr�) I -- k LUNCH ISM. x PARTS As e asnm�x Taro A 3 (VIN*rL 2910 X)O e -� V L 6 CSL 4 IL —J - — - - Lit-on C�J � Z ` . I 10 � � o � ^ 11 COUNTERI a 0 GUTa1DE IN61DE �� X I i (VINYL) I I( ✓ 2 - �- NON-R4TED_EXT. WALL_ 0 IlEf,�t7ED 2 X• WALL GIRT* • 241 v+� - ,;d . 3 h DAD" 41915 (• o /w OWL r) I , X , WA1 TING •oFF> fCE o ' d,,d i �I faro x !S/4x ls/4 1-NR R,47�D EXr WALL � � k eco mrn �r � � < � (Ca��r) MTL. afi?M4 ' a" R-19 DA TT INr�I1lIf d . IVIS x ro !lL.. fro y Oro &V X 410 6L. `V 2-NR RATED E_X7: WALL b I (2)LAY'E1� ""GY1! 6WATNIMQi I Ai1r 2 X f U"UL. GIRT2► • 24# ATG, ✓ I I �.. R-10 AA Tf INdLIL,4'r/ON J ct1 (2>LAYTAS "" rrr E "k" G — NON-R�4rEO INt CE�4RING WALL (cLa. LOAD Ocll') 1 - d/a" G.ldd1'!► fo'-d"_ af" d'-i" I!'-6" o'-1" 4'-6" f" •'-2" Lw w . . _—. d > 1-NR RAT DINT. AREA S I�ER�4TION WALL !14'-f ►/�" <v+r►►y) •o-I►" _____ -- J4'-0 1/21, <+wIry 6F�AL7ED "it rYM7 "x" Cum —. ___..___ — _ 2 X 6 WALL_ G1RTa • 24, G!A -- „ r rft "x" cl ue� NO . NON"RATED IN7: WALL FLOOF FLAN _ ��-f 7" G �o� aw,a (?13® S.F.SF. OFFICE 4 ?1'12 S.F.S� .,NOP AF'. A.) ' , ,AP"�l4 SCALE: 1/8" • 1 Ila" 881r) c`'�irl COMMF_K r..Fri YREF..t /ryr OF � I � � n f1 ._......r.y�`r1>A1'-•' - N 'ri.,IMMi +SE :.: ' M17Y! }r !' .:.,..y. •rd.,rol. �. .•T" ,_Ai' e.."yd4'w.... .{.• y.y:• ir: w � - . ,. - - . .....w...•,,,r - ....-.- .iwriauMmw-. " IF THIS DOCUMENT I5 LESS 'T�I-` Ildl III III III Illlillllll III IIIIIII 111 ih r�if111 i1i11�1 III III f11 Tjr �I III III III III III III III III III ' III I Ilillil � lllllllllll Illllilll III III illll I ' - f LEGIBLE THAN d . I I I I I I I I I I I I I I I I 1APRIL 2t3 I �9 IA r}}Is NOTATION, 1 1 2 3 T711 4 I 5 6 7 8 9 10 11_ 1_____-___1 _ __ _�___-___ ___L__ µ .. :*�.. IT IS DUE TO THE QUALITY O} �. - --- - - - --- -- �,..�..:.... �� �,. No:!8 THE ORIGINAL DOCUMENT. - - -- -- — ---- -- __— _-- _-- _--- -E9ZZWZ EZ Z [Z OZ 6i st Lt 9T 4i >rT St ZL t'[ - �8� - �E I I Ill.llulllllllllllllllllllI IIIIII�II IIIIIIIIIIIIIIIII�IIIIIIIII�IIIII111�11 III►�II►III►II�IIIIIIII�►►lllll.�llllll� lllll l IIIIII�IIII .111Illllll11�1111 I ILII I�II�IIII i�__, II I I ,I� II II I� ►I I ?, ' Y. -fie., R ':i. J .. r �.. v f'' -'�+}F 4 l �� .','::; p •S, ✓ ll Vw� .. - _ 148.107, 4 ----- — — _ BIGN HY' OTHERB I - L--------------------- --- ------------ -- —LLl__ ---- --- 4° 0 BTL. PIPE DOLLARD _N_C R T�4 ELEVA71ON « OF 4> SCALE: 1/8" - 1'-0" „ . V w ad '34 ................ I I I 1-M r I — ,AU70FORT L-----------------------------------------------------------------------------LJ------------------------------------------------ E/457 ---------------------------------------------E,457 ELEV,4710N SCALE: 1/8" = 1'-0" V ' V I I —G.S• GG U'TTEV- 0 ILI w 1 J 5CU7 4 ELEVA710N Jwa SCALE: 1/8" 1'-0" _ ~ oc �. n. O 12 _ 26 GA. rl%. BIDING of ROOFING (TYr.) BlGN BY' orNERg W ,AU70PORTIDI E -11n I '- L----------- -------------____------- ____--- ---_-1_..11------------------ - LUE5 7" EL E V14 7/0, I . ^ 894r.) SW COMMFRC. I(il 9 TREET nF ;'1; ,.Nv -wall tillnw-Roswo mI' ( •. -�.. . IF ,THIS DOCUMENT IS LESS � _ T,�,�: , ' ( Ifhlllllll IIIIIII IIII�I� I IIIIIII � III III 1jTfTrr >'-r-�I-7i IIIIIrfI�I�r�I IIIIIII II11Tp- 111111 IIIIIII IIIIIII III III III III IIIIIII Illilil �lilll III IIIIIIIIIII III III IIIII �' APRIL r'�-i3 I 9 9 4 LFG,IBLE 'F'HAN THIS NO'T'ATION, I I 1 I Z (- 3 � 4 I � I 16 I 7 3 9 lU 11 1 � -_ _1_ __ ___ __� �_- IT ?S DUE; 'I(? Plli QUALITY OF -�---� TNI? ORIGINAL DO(;UMT;N'I'. -- ---- - — -- ----- - -- — - — E Z 9Z LZ 9Z Z �Z EZ IT, Z OZ 6t9i bt £tZI 1tt I B �L 999 I r� ` E IZ I I li tlll�Il I I� I►IIIIII►I�II�I►Il �I►►I►lll 1 11llll�ll lllili1111.I�I111luL�llll IIIIIIIIII I1111�111i►L►1►IIIIli►1IaIIII�IIII�IIII�IIIIII! �III�IIIII 111111 I I�I�►I IIIIIIIIII ►IIIIIIII III II►II�III► I► 111111 IIIIIIiII II I 146309 W vv Y uj 00 , a v j ' J u � u � 3f < NOTE:_ _ ROOF (OFFICE AREA.` RUOF (&40P AWA) USE FNW IlETARPANT 7REAMD PRL. ROOFMG UI/ R-b f17L. DL.Da IN&JL. MTL. Ia010F*6 W/ R-8 MTL. EILL)a MAUL. OF OFPRUtv 6k4[NO • BACK HALF OF ldPOF • 6frOP AREA 2 X 6 I404OF 2 X,OR 2 X b IROOF (VERIFY C 4EWACAL T}1ffA7PVW PUMM • 24" O,C` MARL Mb • 24" OCG "wCESS WITH CITY OF TraiAmp.) 67L. F1RAME R-19A4TT 04"ATION (A6 PEI!67MACTURAL DO"-) � RId/D pm. MUM (A6 PER 6TfR`Jc URAL 0"' 1Z 12 cel. c3c1rT>�t FASCIA 3 � � 3 er !{ED6TEEL DUILDMGB - d BOTTOM OF SOFFIT &</Rr BEYOND �-_ dYP+AI4m SOWITT 8D. 12-- 21 v � 9LiLDMG IDEENrIFCGATION STEEL !'°RAKE _ 1-NR WALL DE►�caN 4 CI%FCrION 2-WR WALL CE 1L 1NG (OFFICE AMA) BY LIVWTM ALULDA " MTL v ? X M1 CIL& J6'1'6 Ste" T?'f'E "X" (SEE 6774LC UR14L.) 2 I-A6YEM SAO" • 24"O.C. "JL 010'rH 60E-6 1 y PE "X"C>6m 6/A"GAUS 2 X 6 "L. GIRTS 2 X& "L Co" • ?4"OCG i ,� —__ • 24"OAC. j R-?919ATT I4&"TION R-PS DAIT AM6UL. (IIA M EXT. WALL) ? LAY P46 SIS NON-Ra TED_EXT. WALL PART/T10NS (OFFICE AIREA) rYPF *Xu down MTL SIDING 4 X Waft Ste" GAM ElOTH S/DE6 4 X Im DM. �1 2 X 6 U44L.L GIRT6 24" OAC. 14 FLOOR (&40P AREA) -Z R-PS DATT MBULAr/ON _ 84"Ghia o � WAITING Goc"MR FLOOR (OFFICE AREA) PARTS 4" 04V4a GLA S W 6 X 6 � X&.,* IU�I01. ON 41' 4 CONM GLAD ON COP 1P. C*gt4PZ FILL ASPONALr IwAVMG A6 SS •ROLL FROOFING R-9 PERIMETER MSULATION ON 4" COP' . dIRAN. FILL I PER 617E PLAN R-0 PERIKETE7R INdiJLATION 4 Lu �- 2 X 4 P.T. 8/LL PL. uv 1/?" ♦ AM, i 6'-O" O- u Lu W t1J "'1 Z — —THICKtTI FOOTMG DESIGN BY II WEEL � dLAB TO 8 DEPTH eU1LDMG6 (SEE 671I�CTiJRAl.I H a c rA-IBiU10ING SECTIONS - ARCWTECITURAL - SCALE: 1/4" s 1'-0" 7 d FOF 88�1 C! SW COMMFP i AI. S 1-P.EE T � of � F= I� E � IF THIS DOCUMENT IS DESS -T fI III �III Ilf III 1 I I 1IIII IIIIt AIIZI II IIII I�tIjTT1Fp it1 I_i ft1I [III IItl I1tl T11111 IIII 1III1I I� I ( I I I I <-•� �^ IntliI ' APRIL L LVLEGIBLE THAN THIS NOTATION, * _� li II19 I1 IS DUE TO THE �UALIlY O � No.3e � , THE ORIGINAL DOCUMENT. -- — ul£ Z 7 LZ t 8Z �Z rwill,,,,, Z Z iZ OZ 6i 8�i I GIi �i £ Zi �iRlWi((�� !I�Illtll tl t tt t �IHill►lllllllllll lulu>��'11 «« ll�iiu �iut III1 �« IiillllIlli►wlll tlll 1111111111111111111 SII It�ttl tilt itllt►t I tl ll►lII tlllllt tt t ttt� ttttll IIIIIIIII ttttltlt`Illlltllltt l t3�R.41. 1lEG'7U'IRE'MENTSt STI�JCTiJR.cLf- ST?�EL� Iy.41LIIe1G PGNEhULEc G. iron of !lox Alllfs errarar Contractor shalt be responsible for vA-1916rlryktg all dimensions and conditions Mcludkg opening• I. All structural steel shill be AS.TI"! A- detailed, rAbrle:ated end erected In Accordance with Coexrectteon= Nailing - I. CsZ ItZi withrc Ntecti,ral merahent"t, and electrical plans. A1SG. Manual, Eighth Edition, ll 3 8d f"-' a p Joist to •IIi or girder, tome 2 This structure #hail be ade "teal braced for wind loads until the roo+f; Floor, end wells have been ?. All weld to be done certified warder• in accordance with minimum Ala°+ spectrlcatlone. Dridg�ing to joist: toenail each and ? - 8d �j ?. • • act qu y ►n9 1 x b subrloor to each forst, race nail 3 - Dd Ta permanently attached together. V) 3. All Ancfilvr bolts to be A.S.tI.1. 3@l. Oder then I" x b" subFloor to each ,Joist, race nail to the attention of the desrgnor prior t 3. Any discrepancy In plans to to be brc�:e t o proceeding with ?" o joist or block,joist. or girder, blind and fete Hell ? - Ibd ,,w,� L1J r work t3TEEL ACCESSORIES: Sole plate to race Hell fbd • ib" o� } Top plate to stud, end nail ? - ibd • n; i!. Fourwdatlan eneaor bolts: t�" diameter x IPJ" w+.� not less than l" es+Rfbed►neent Into ccncreste. Stud to Bole plate 4 - d, toenail or ? - 18d, arsC1 nail 4. Contractor shell rally cmrly with the current adltlon or the Uniform Vulld!ng Code, and all AddlOomal .� lwd a ?4" ox /' Double etude, race Hell �,d • leE►" o.c. -"' ! state and local code ree_•julresment+ Any work knowingly perronned the contractor contrary to such fes' lows, ord►narrcey or regulatlorre shalt assume cull responsibility elf Ouch work r yr ?. Noiddowne art roundations end steel connectors to be Simpson Mf or Approved. Doubles top prates, lace Heil P 9 pl" Top platers, Jape and Interrsect!ona, race Hall ? - Ibd 5. Contractor •heN perform coordlnat!on with all utilities and Far' -Ica# with state and lose! authorities Continuous header, two pieces ibd • Ib" O.C. along each side p MASONRY, Gelling jclet# to plate, toenail 3 ' Od And utllitles. I. Concrete masonry unit• AS", C 9@-10 grade N type I IEACC P.g.l., A.5.T.M, C331, And C33 Continuous headers to stud, toerrell 3 - � 3 - )bd b. Provide combustion air Iniet for rlreplacee and etovcors per sect. (U US.C. Calling joist*, lope partitions,f, Feu Hell 4 moisture cex.tesrrt 3@fit maximum of total Absorption. Linear shrinkec3e not to exceed @�bSX - 1� g � p p 3 F�e:e shells. Gelling ,joht• to parallel resters, race Hell ReFter to plate, tomer! 3 eld oe _ # DESiGN LOAD& lnrorc.ed masonry wale shall be U.H.C. type "t5". 1" brace to each stud end plats, rete Hell ? - tad W � � �y • �� N ?. A. All mortar For re The contractor shall be responsible for complying with GiM,r.+ter twenty-Flwe or the e-tlrrernt USG. far all I" x D" sheathing to each ba.aring, race Hall ? - Bd -JJ RamMc, execution erx� for vesarlrleetlon of ell local design ir- b. All mortar "!I be mixed by mesch-AWCAI mama And propo-t[Molse by accurate measurement - Wider than 1" x D" sheathing to each bearing, tees Hall 3 8d ' shoveal measuresment will N07 be allowed. Built-up corner studs I6d a 24o.c. Roor: Liven Load • 30 PSF Hunt-up girder and L^esame and a 32" o.e. at top and bottom And steggest'ser '410or: Live Load • 4® P8F 3. a. All grout For grouted volae shall compiy with all provisions for 3000 P.S.I. concrete with a maximum 2" plank ? - Ibd at eachbearing ,Resldomt/el Decks(post support.! Live Load • 40 PSF Aggregate size or 1% inch ? - 20d At ands and each splice `.residential Decks (cantrleveredh Live Load ■ 60 P.°FPlywoodk k �eregae Live Load t 5@ PSF (with ?L�PJ01b, t. road i da from support.) Roof and Floor g ecethl ` p g. yepor b. All vvlde ccxrteln►ng reinforcing bare shell be reinforced with i-'5 vertical bar, ;laced accurately � l0d (ee�r+rmonl • bss oma. '� ' a•,; Stair*, Live Load r IE+ta PSi` et cerrterJMe of grouted corse at 4'-@" lifts. Lirte over 4'-@" may be made Ir clerenouts are provided. Roos - Unblocked edges Capacity 1'�v1® J'SF (ersumed) at supported end ,a ' Soll Hearing Gap y t 90 basic winds d exposure C. or e:IN►snt UH.C. 4. Except ee otherwise shown, ell 8" masonry wells shall be reinrerced with i-5 vertical bar, placed led i (e meal ) • i?" O.C. W nd p1e xp JSelamlc Zone 11 accurately at e4enterline or grouted cores at 4'-0" oz., antis or walls and edges or all opening'• plus le Intermedlete support: r 2-04 cont. horizontal bars each In bond beams at 4'-©" oc., at top or walla, at slots Imes and over Floor - Urrblockerd edges 1®d (corrnnon> • b" a.c. �`! at supported end 4 SITE, WRY" all opening•. A, i0d (Common) a l0" O.G. 5. Provide 2'-E'" x 2'-m" corner bare equal In size and number to horizontal relrForcing At all intersections et intermediate a r hjwo _s p Esrlhteorkr lOd • b oe. at phJwood And corrrerre� of bride walls. Wall - Blocked edges panel edges W. 1. Footing to bear on uidl•turbed roll with min depth below rina; grade or 1'-b" for I a,nd ? story, 2'-@ For I@d a G O.C. 3 Story, unless otherwise required. MASANRl' or 8TC7N1E VENEER ..s�w+�.,•'. ry et intermediate supports ?. Do not excavate closer than its:? slope below footings. 1. . /1 vene+sr shall be Anchored to structl_rAl elements using corrosion resistant anchor tless. The anchor � TWER!"hS!'- AND MOISTURE PFZiOTEGT10Nt lies "It be minimum ?? !go. x I" with max+,hum vertical and horizontal epacing of Ib" cn canter. e z• � • . 3. Backfill shall not be placed against basement ratain►n__q wells until: q�?ODf D��proofing: � , A Concrete or masonry grout has reached It's 28 day st ang h 1. Apply standard Dry Wall Products, Inc. "Tharoeeel Featrrrdetlon Coating° foundation waterproofing, +`• ��•e Frs+nMg Lumber, r on all backf111 feces of wells below grade where interior rets of wall is toward an occupied space. t'f. And, structural floor fram/rrg (Including plywood 'rbrioor)rivg0red to stabilize walls !s complete 1. Al! •Awn lumber shell be Doucla@ Fir-Lerch Lumber erected as required on nalflneg schedule, plAne Provide ''Thoroglaze" dempprooffng coating e7n Ali exposed eurrAces or concrete walls abc+ve Berth and fully nailed and anchored. •• - grade and rletwork not covered by finish floor materiAls, ell in strict cenformence with me+x�fecturer'1 `'•_' is �` And detail•, and in Spec Vice t Iona. printed instructions. 4. Hackrill shell conslst or non-expanslve, Ree-drain draining, predominantly grander !naterial, free or ?. Gred►rsg she'! be In Accordance with current WWPA standard grading rules: debris and organic material. f Drainage: A. Grade No. I Poet And Beams V" floor end Glg. ,jareta, rafters !. Boor vaulted F'-I°l with vapor barrier on worm side (winter) Flat R-30 with vapor barrier on warm aide (winter) Q` 1. Provide crawl space drain per sect. 2910 current U.H.C. • B. Grade No. ` Sr�;e, iGlete•, E31ockinge ?. Wills (ext.) R-II with vapor barrier on warm aide (winter) CONCWTiES .:,ids �` • 3. Floor over unheated space R-15 with vapor barrier on warm side (winter) {� .'Accessories, 3. Solid intesrior beeme vt#ux 'iv wxpeead to be clear grade F.0-LC. Al! exterior and Interior bearing wall 1,! ` opmriings #!'tall have 4 x 12 No. 1 D.F. header# unless otherwise shown. 4. Basesmesnt well (►f any) !�-II to J?" be'our ext. grade liner. ^j I. Foundation venta !b" x 8" with torr. realst. screen (closable) - �•- post ciosEble vent notice on electrical panel door 4. All members ?x and leas In least d►menelor+s shall be klin dried. 5. Pe latiOn Floor Bleb: R-� (1 h?" x ?a" rigid) at perrr�alesr on grade. Inaulet►on to ext�«nd down Rom top or slab 24" or to bottom or slab ) r t area or crawls ace with b mill black "Vis uee ri" and extend up wall to mud all/. 5. All members 4x. and greeter in least dimensions shall bn rree-or-heart cents-. than under th slab 24". o 2. Cover entire g aur d p c{ 3. Foundation walls to have t'i" Airspace • sides and and of glydesr. Sheathing Materials: b. Furnace ducts In uni"roeted space R-3.5. 7. 1. Plywood Wall °,�uathin 1.5" thick, G-D Interior with exterior glues, indcx 32,16 7. 2 x. b stud walis:(e:xter!or) R-I? 4. Anchor bolts cert In concrete shall conform to AS.TI'1. A_9@ y 9 nailed. -,;ee schedule Poured _.. M placed: 8. Ext. walla • hreated crewlepacea (to 75'. F. min.) Fe-11 - ?. Plywood Floor .Sheathing gb" thick G-D lnterlcr with arterior glue, index 32/16, •� 3.1 I. Foundation thieknosses lndle:eted are minirrum. glued and nalled. See ochaduls. Fleshing` ! shall develop a min. or 28 des compressive str th or 35CC P.8.1. 3. Plywood Roor Shesathln`� t7thiel, C-D Interior with exterior give, index 32/Ib, I. Prov!de 26 Ga. meYtal at roof countess-fleshing, penetration sleeping, and bele fleehlr,�. (� ?. All concrete d p y p ei''9 -- ]-,� rilled. See schedule, -entraln►ng admixture in all conerotex, providing 3. Use airless ding not lthen 5% nor more than 791. entrained 2. Gutters and ciownepouts to 1-a 2l 5 Ga. pre-finish meta air for conr_rets exposed to frdwzincj and thawing. 4 particle Hoard Urwderlaymesrnt ►'�" thick G5 236-bb mat permed, type I-B-? _ Caulking and 8se:alent•s 4. Concrete tartar placed shall have A temperature between E70 degrees F and 70 degrees F. Temperature -J 5. Watt- Resaratart Particle I,;" thick, phenolic reels treated, type 2-8-2. or consha concrete during mrxing or transportation ll newer be lowesr than 40 deg_rsesa F nor higher tha,i BUn oard derlayment Install at kltchn one bathroom. 1. and aexterior seal ell exposed e and exterior ,)tints above and below grade and all those Intsrlea► t 90 degrees F. and or ,Jolnte And appendages concealed by other building matetMrlals, flashings, etc„ with O Interior Pecking. caulking end/or sealant material abutting natural or painted finishes#. A Uuring cold weather (ambient temperature below 40 degrees F) Bulider shall maintain concrete ate u minimum temperature.- or 5D dagreesa F for 3 deye end above 3? decrees F for 14 days rcilowing ACi 1. x b T A G 03 D.F. Subrloor Over post and beam, WINpt AND DDORSs tt 306R recommexrde!.Ione For cold weather concreting- J.Exterior Deckinc-j'= vi All wtndowa era skylltee to be Insulated glee@ ha sea a tested "U" value B. Durinq hot weather' (ambient temperature above 80 de cireee F) Beri Belida- shall Follow reccmendetlontj or .65 ear lee#, (Verify wit's+ local code) Provide tempered glass et eliding for hot weather concreting as described in AGI 30$Fc es required to minimize temperature And 1. C.'pesn spaced descklng - Use 2 x 4 Western Red Cedar patio grade No. I or better, 159. a -era- a glean doors and ►n wlndcus less than IB" above Floor. F-- shrtnkage crecLIJ klroa of concrete. U tY i moisture content. y•` `'7. Aft exterior doors to �•+e solid core wd. as selected by Chanes or prer!nlsh!ed W .� Z REIAFt�Rt^.EMLeNTs Glue Laminated Members: etl. doors with wood Frames. All exterior doors to have a tested "U" value or -`J 0 54 or less. All Interior doors to be hollow core wet. with wd. rrdmdm. Cd 6 e . 1. Reinrorclnei bare to be deformed bare conforming to current .A.5.rPl. A615 ("wades 4©. Ail reinforcing 1. All cilue laminaieeel members shah be or I:2C`�D c�-rade, detailed. sal sleeted era e�ectedln accordance steal shall be detailed, fabricated, and placed In accordance with AC-1. Detailing Merx+al 315-80. with current IUJ4�A standard epeclricatlo�ie For ciiue lsminated Douglas Fir Tlmber. 3. Each bedtoerm to heves at least one window with max 44" alll height Above Floor. 2. All welded wire rabrlc shall conform to current AC.711. 4185 specs. 2. All glued laminated members #hall be rabricateci 1,Ah waterproof glues. "4. t:oor separating garage and heated spice to be 1 3/8" solid core wd. 3. Garage slots to hove bx6x10/10 WWl-i, centered In slab. 3. Gcnnect all jcista, purllne, and beams with 5lmpoon atanaarci 0-strap hanger.* tc cievelcp roll total load '=tN19NES: M`' reactions unleas otherwise shown. T^ 4. Relnforcernesnt shall t-e Accurately placed and adequately supported by c�crete metal, or other G ' ypsum Wallba,ardr R approved chairs, spacers, or tie#, and secured against displacement during concrete or grout 4. All glued lre.nlnated members ah,01i boos notched shaped, and finished In acZ-orciance with Flans Tack weldl not allowed- f. Prey lde rsyreum wallboard of type and thickness Indicated on drawings. Gyp#um beard work and 6 placement ng mat 5. Camber beams to true straleht !mese uncles tlmea dead Iead unletas cthesrwiae shown. r•rtala ahell meet all requirements On ,4tJ91 Ne^.. 97-i For thwy "Application and rintshlrrg or $. Reinforce el! wall#, beams, :Isla supported Blebs with a minimum or !. of !9. steel eec�h way per Wallboard." Joint ccmpcund System m►>•esd, applied, and flniehed In cornpllance with manufacturer's _ # eros a sectional area of concrete. 6. Certiricate!► Cr Inspection rrom an Indeprindent testinc7laboratory shall be required. s-urnleh printed dfreactlana to be visible after r!nlshed, Including all metal corner beads end trim. 41x: certificate :with attachments land 2. resist. surface b'-0" min end CLG. 4. b. Piece 2-5 contlnuoua at bottom, top A,-)LI et dleeontirruous Aeneas or all walls. Prop-side ��" thick Gypsum wallboard panale at all interior walla except At tub and shower recess to f're-Engtneeresd Roof Truese:e: hkrve!i 5�g waterproor Gypsum board. Walls to have hard moistures 7. Piece -@" bare et corners end Intersections For well equal In size and numbs'- to horizontal between _garage and rersldsnce tc have 'n tybe "x" Gypsum board, x ?' + 1. Trusses shall conrorm to all provlolonb cr UB.C. standards for deslon and mat0sriais reslnfr'ireing. . _J MEC044NIGAL: 8. Place 04 bent dowels 2'-0" r ; '-0" at 18" o.c. for slab to wall connection at .411 slab$ abuttlnci wall# 2 Toothe-d plater se hall bU.E.C. Approved with minimum Iead transfer or IE^0C pcunc.e per member. '7 unless otherwise noted (exterior slabs only). _ vI. sr.'e-al f-'lumbing: For pluml7lrG de5 cocoa, use A ,FvC plastic waste and vent p►plrg, copper supply f=�e�aure T•reeterd Lumbers p!pInc. � 9. Place 2-05 r cpeningt 4'-@' diagonal bar x 4'-0" each corner at all wall opoerl,gs d re treatewith $ water-borne r•e prcrvativc. s 2. Exhaust fan, lenge ho .:od, ervthwss dryer to vent outside. 1. All wood In permanent c0ntAct with concrete tc, be rresau n n shell ccnrcrm tc A.c_.1. Standards unless otherwise ah>cwr. w r©. All hooky a d bend ! Gf�"J3T}�JCtiON AGGE850R11^5: F_LEGTR C 1 I. Relnrorcing steel shall not be bent or displaced for the convenience or other trades. i. Building Paper. Asphalt saturated frit. 4_6 T!!. S ?26-15 15 cr ?4 pour,cy lure as Indlcated. I. General Electrical: per electrical code, and as noted on drewinge, Ie■ttsuiee■� 12. Concrete cover shall be 3" t !I" At bottom or footings, 2" t i• " to face or wAlis on bac4r111 aide lig" t 114" to ln;'srlor fare or wall@ and 2" t it" to be ttc m or beams and columns to mein reinforcing Provioe hurricane tied at all eaves per current UBC. �2. °moka e^�et store - connect to house power. NO : : And I" t i/" In slabs unless otherwise shown. 13. Minimum lop shell be 3b ellemeetesre or larger bar unless otherwise shown OF Ftp, 5it1 L,i11l1''IEI' �T.1, > 11 ,FEE T OF MVMr►..n.... - °'.'.'•KAtlr4A' `e ''f1S0.10,111.. ., ,. *ws ,,. �O MIN+•fv .,n ,;, 'M�r"" '•�'r.dr Y.:n - R.v ,. , ..,r.,.w..,.. w. _ .;. _ ,.n...+...w. ww•,+ •...eR,.M.+"s�,,.."M4M+A� '"11e!w.w.w. ..w....'....�..�..x..--.._... \ y 8r .{, ;HCx'`:a+d17 I � IF THIS DOCUMENT I S LESS Vr-71-1-11 1 X1 1T1T I I 1Ii lI APRIL PRIL23 1 9a. 94IT FGI3LE THAN THIS i 3 7l lil li l TT s I IS Dl1F TO 'I'IIE QIJALI'I'Y OF NoA6 THE ORIGINAL DOCUMIWF. _ __.__4 _.�_ _� -_-- ---�-- E Z 8Z LZ 9Z Z ISZ E7 ti LZ OZ 6I 8i + Gt 9i 6T EL yri tt OL 6 fi L 8 4 iq $ 7 �i�iee3w ���� ����I�I�� ►���1���� ����1���� ����I���� ���� ►��� ����I��►� ����I���� ����I���� ����I���� ����I��►�I����I���� ����I���� ����I���� ��111119 i�� ����I�� ���� ���� ����I�►�► ����i������►��i►�►1��« l�lll l�l�i«►► �►«� >�� >�►��<<1 � �>> ��<<lu� ��> �������������� • + 67101 r k 60 GENEr—AL GJ�� r/ U AL- CONST- TO CC L r W/ ALL y.` LOCAL COPES 1 ORPINANCES AL L Exr, ruINDOUJd ARE r0 0E AL. 8a&4 r, .> ALL ExrERIOR D EXCEPT EN7R7- DOORS I rc, aE N.C. rr%. r71. uxo.> 4.) AL.L iNT C*4::ICE DOORS TO f3E S.G- Ltd. (rr1C UXO) 0 5.) Pmolr'1DE ,4UTCv'24TIC FIRE 8l.lFr-RE881oN Ih, SYSTEM, AS PER U.F.C. Q s t►.> ALL I'NTER10R GONBT. TO !e 2 X 4 STUDS - • lb" O.C. ( T rP, LNXOJ J 7.� 7PESE OU4.8. 4W INTENDED 7-0 8E "SUP`L 11*1EN77AL " TO DR4LUIN IEC V) u 0'y- "UE13 37EEL MjILDINGS" y RIFT t Cr'OOROfN4TE ALL STRUCTURAL INFO., DE7,418, AND DIMEN&ON'S :D W17k 7NO",1E DRALUINCs6 PRIOR TO CONSTRICTION. 3 F-- 8.> ALL 30,4-NR RAM;) UJINC>0U S TO PA. FIXED Z 10ANE6 C.T I/4" WIRE GLA" AS PER CODE IS- CONTRACTOR 70 PROVIDE AUTOMOT/VE EXHAUST REMOVAL Sr87EM ---- - ------ ---- -- -- --- _ --- --- - — — -- r7'-`• Ill_`" ad w 21 sp *3 f < Ci 314- LAWAL I it 111111 %k AL ilk ooft V `1� _.__ ---— ,aesa <E **'r 1 0� 5C�4EDLJLE k _ I , ii M� x ao,+ryT11 - ---- I�— — RUA 10 AML-W DOOR- FUPR 1 ORAP ALL EXPOSED 8rL. COLS. s - - _ ---- --- „ a .. a I `-- � I I ri4� i Pr � I--� -,. v4 _ i -_� II +� OFFICE ,4RE'A W/ 5/8 G.UJB - ► I I I I _ �1, % } 11 `�� I _ r - ` 11 1 1 C�r (2D I NGH DRAIN W/ CsR�4 ,E 13 , P'OL rC:48T OR 11 11 - _ ii I u rcr� �ral�p I I — _ r I I 'tti' OIL SEP1ERAroR I ! I I 11 -:::,0, r►e�area '� x APF'R+OYED Ec c,1�lL. FIT W. - _ I I ON enc N,4LF OF rrr�! E1�iJ�AL.L COILL^ OF APPROVED DES/Gds' S 7" THE C 1 T r OF T/GAF ZO. , I I I I I I _ - I I 5 I i I I (am oma. ) &WOP r'YEP?IFT' U11TH F''LLA"fl31AIG 8Uj5-czN7RAC70R> - � , ! II II II ° - II II II ! II II rrr _ `rl_- ►_on . ` ` � 3 ALL CASEWORK 70 aE DESIGNED i5r o"R, FI,I"d.'BNED 1 IN6T*ALt_E0 15r CONTRACTOR - � II 4 3AV X 4,10 S�AXER vERlf=r 4.0rA7-ION CF +STEEL COL. FOR CLEARANCES - 34" HIGH X 4" Wl�IDE CONC CU a I - - 1 I %- r DAY 4010r aA --- _ - r I I II i 1 Lo= uv <r�epy L W/ ' 4" CONIC. SLAB ON 55 • ROLL R00FING � I �o�-- --- --- i - @Lof - IF - ON 4" C4>`-P- 6Rr4N F11.1- < i I LO" Fr: I I I I ! i I " l L TrF'. ALL NE,4 TED � III SPACES) PROVIDE R-5 RIGID INSUL. Ar I ! _ aL,a� ry I I I I II I I i I I � MILOG, PERIMETER OF ALL HEATED SPACES I 1 i I 4N � x �� D W II I ;► CL � TYPICAL 2 x6 WALL GIRrB ® 24" C',:. � !�i Io►v 4" Co1►t*! �aN rILL ql (SEE 87MUC7URAL DUASSI.) I I(MON Mo#J Jti!! Q r'f'PIGAL II.F COLL'.1"tN 11 r- - - - - - - - - - Ii (SEE 8T1eJC7URAL C?(LG&) o9 4" IA, $I*L. ; �-- I II � II D 1 PIPE �LLARD �" 3 -Il'� LC?1VG I I Elv"r®►ED IN 12" DIA. CONC. Fr6 24 DEEP' I-Fr>'e 1 � I I I I I f �' I I I , I I !I I I I I ; J a (7'rr OF 4, 2 A r EA- O.N. DOOR; - • _ PROVIDE n4icKENED SLA18 Ar INT f3EARINGr 8 �� !� _ � U"LL 0 1/2 DIA. A-a • i '-O" O.C. (SEE A CWl- _ _ 11EXTURAL f5LD& SEC710N 1 6711 ICT". D1 ) I I I Il C r10NAL DRINKING '+Oi1NT-AIN ►-LITE I I 2 4" 1'N1CK X 3'-,b" x 4'-0" CONC. SLAIS 140 x K ox re r-L� _ ---- Tt L I-�.�fE r ® x oto o�.L ore - x t�ulycu last. 25/0 X lava X h 4 _ 6 LUALL 7*1rf=E5 ce COUNTER 1r� 4 z �ItdrpE rrlarnE / I .---_-- NON-RATED Exr WALL � ! it t- - rvn��c.> �' a 0 eN,ar�En r'rrL. _ - _ - I I U - ? x WALL Grrrn ?-ti o.a - ---- b 90/01, awn (• a"Icp awt*r) o r OSP f I ;r" U),4171�^ , 3 X h• OFFICE x I-NR RATED EXT WALL 2eo x o;;1:) +90w x 0/4 MYL SIDIMGi tCsW"ET> IdY rte. "ArNW ai l At_ x +* K.. I. 61W >< 4110 A x 449 8L.. _- 2-HR RA 7ED EXl: WALLaN (2)LI I ,41'EM iii"GIT. +OA��AMMQi ? x f WALL drip" A 24s o % R-Is Marr MwLAWN I NON=R4 TEO___IN?: !°"aEr4RIN' G rUl'4LL (clay Lo►.� cru.�� �. . _ .. A �► . " -� ? x 4 6n,106 A r" or, dam" t,�t�Li ffp�ss 1-NRRATED_ INT- ..,4 �rt'-O" -___ go_b 1 y _.�!_� ,.,e" - �-oN rld'- rr�° _ n'-e" ¢ > !'- I®ERAVON WALL. _ 1,� -- __________ _ u., " r "X" a�sua� _ __�._—_—_.�..__.34 -� �r -00 h © w No) '. NON-RATEL} INT. WALL. _ _ _ - _ FL CCR �. AN -- A RO-417ECT-OP-AL. ? x 4 •nM A 0° Or., (2130 S.F. CSI " �, t 7172 S.F. 540P AREA) GAA SCALE: 1/811 1'-0" sv-1 C011MEW 1 I fl. 5 1 REE I 6 C F F ..-._-.._. ..,......-. ..,roe.....,.,. F^M'r`.•r••. ,r.'4.1WiPrw'Te z<:arwi.-,►., ,,,„„s„. '..a IF THIS DOCUMENT IS LESS i�flllf 111(111 III III 111 III IIIIII IIIIIIf 111jTri Irrrirl f1lll �i 1III1�1 ISI III fll1i�r li Ili Illllli III I � I IIIIIIII � I III VIII I III III I �IIIII III III IIIII � I III III VIII I ' I I I I APRIL 2 a 11 2 3 4 5 6 7 8 LEGIBLE THAN THIS NG'I'A7; ON,y � —` �—_-- 10 _ I 11� 1�J -------- -- --- 'w a IT IS DUE To THE QUAI:I � Y O}• No.3B �•�-"..':""'• THE ORIGINAL DOCUMENT. .) E Z 8Z GL S L ib�Z SZ Z tZ Z --�6t 8t Lt IIII IIII IIII IIII�IIII ilillllll Illilllll IIIIIIIII Iillllllllllll�llll IIII�IIII Iill�llll Illllllll ���IIIIIIIIII�II�II IIII�II8t 11lllllilIII ll _ HII11II �1111111111 ll -_WII- lll6ll�ll►I-fi►811 1 L 9 ll 4 ib S ZI tIaN I lillll lI I I I l I W111