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Plans (378) BUP ::; - OFFICE COPY I:�V15ION5 �Y; ECEiVEfy 02-01-IS PDW L 0 Cif 11) S T sTR ......... T_ N ...... 111,41,DRovis/INT FEB 7 2018 w CITY OF TIGARD ,� BUILDING DIVISION A v i V C A J lur, " Z o Q,,_ 111 1 q 1 i ty y ti3 < z i_ Q a i a CD 0 o .a .0 w — IL E ' f5 > 5 5 . fr\li • ._.___ ...„___ OCE„ Js 1 ______ ...._ 5 1 R ---, 1 ` 6 . ,1, U 7 11 m 31L' LQ p .,.: O A o 2 ._ 1 110AR , i7 ...... 5 ,,,,,, OR ._—_-=-_- 00 \ NT 5 m U tu in > W N ': OO i- i TS0 Y' ' 0- 7 . �- ,E mss 3 3tu p [i/ s .� —I O 11 K Ll BUILDING DESIGNER: BUILDING CONTRACTOR: BUILDING OWNER: , ,, ,, , y , ir 4-9 o um � s CV O Peter D. Wasch Michael H. Mallon Jeffrey I. Hasson . a_ _I Y !— Pacific Design Works, LLC BrandLor Construction Halsey Street Profession Center, LLC a 4 13600 S.E. Taylor Coutt 10844 SE Harold Street 9385 SW Locust Street ,s, 6 140 Portland, Or 97233 Portland, Or 97266 Tigard, Or 97223Ill I,IA a 503-310-0438 503-760-3860 503-255-5352 �4 pacificdesignworks@comcast.net CCB lic: 48233 -0 11111 111 Vit— �Q 111— ` ME s-, 1(_'a O L (34 ]-, 9 N +� .1 D RAW I N G S I-1 E ET INDEX 1 1%4 TENANT TENANT IMPROVEMENT o' 1 m a 111111 (V ,1!N EXISTING USE: PROf-ESSIONAL PI-1YSICIANS OPPICE SHEET NO. DESCRIPTION 11111 i (y O ~ PROPOSED USE: PROFESSIONAL ATTORNEYS OPPICE I TITLE SHEET m',, W l� 2 SITE PLAN , ARCHIVE SITE SURVEY111— i 11111 111 1v i� 11111 111 v 111 3 ADA PARKING SPECIFICATIONS 2.L BUILDING CODE SUMMARY 4O FLOOR PLAN ,1 .:' 5 INTERIOR ELEVATIONS, * ARCHIVE TRUSS SECT. 1 :'', p till If BUILDING CODE: 201 4 OREGON STRUCTRUAL SPECIALITY CODE t:"6 u NUMBER OF STORIES : ONE C CROSS SECTION , * ARCHIVE TRUSS PLAN , SECT. 14 z � to �FFI�]E COPY �U 0 � m � CONSTRUCTION TYPE: VB 7 E ACCESS PLANANDI CO� IGARI� lU IV 0 P, EGRESS CC SS SPECIFICATIONS I REVIEWED PDR CODE COMPLIANCE DATE: DI-2�-i8 BUILDING USE: ATTORNEYS OFFICE ö ADA ACCESS PLAN AND SPECIFICATIONS .App'Covcd j .i . SAO del s-Llir- `�I 3 OTC; �v� � OCCUPANCY CLASSIFICATION : BUSINESS GROUP B �.; DRAWN BY: PI7W g CONSTRUCTION SPECIFICATION Pcrmtt#; �l�l�,v��l --K17 OCCUPANCY LOAD: 1 9 Address! + T .S�.r t_ nr.I15t S-r ,I3 Boa: I1--1215 Snite##r — 6, FIRE 5 P Ri N KLE R SYSTEM : NO Byt Date: n SCALE: ......i-...---�,..�. �-�-�- N.T.S. as w � 1 COVER SHEET 1 U vl i a z ° SHEET: a 4 ' 11 TS3S 6 +i p\- 12 IJ f? VISIONS PY: 1rm.,mi I umiliiii 95 . 1 5' ./. 0 02-01—IS PDW s�i ^� �O -z' v q nc 3i mi • y � Z o 0 �1:) m � cr _ R- 1 2 Pi PAR EI NG 3 CC p_ ; Zg UNDER o CEMETERY SUBJECT ryQSITE2 EXISTING OFFICE !t z Oft1C BLDG XI5iNGag r�RRci CL W/\ 1-1INGTON EOFFICE BLDG a V 0 O .m CDUP.R-E 2 `+J SCI SW LOCUST �T - iy (11 a ti le (� _ LOCUST STREET N V )- m �` TENANT I M1�ROVEMENT N 1 — N9 QW m EXISTING USE: a 0 —I j °0 In 71 PROFESSIONAL PhYSICIANS OFFICE , m k _ - _ PROPOSED USE : • PROFESSIONAL ATTORNEYS OFFICE vliiiN � ui N �— — ,1 Q a SCOPE O WORK: n.-., >I:" Y Zr ViUE- 1 � DEMO (6} EXAM KM SINKS DEMO 2 INT PART. WALL (2) DOORS a ADD (3) INT 3050 WINDOWS ",. 0 NORTI- i — _ ILI _ v Qs LY cti N O RT ir1 in Q l I I I I I • I ▪ a ifs - - it :::: : : : ::: :.:: I — f rr11 0.� ~ �— •.'. . . . . .'.'.. . ..'.'.. . ...'.'..... .".'.'. .. . _..�It11��II�III1IIIlIII�IIIlI��llltr.._ y 4 VICINICY MAF' ILI =0 o � � � CLEAN AND BESTRIDING - ADA PARKING SYMBOL _ ..;•.. o �� VAN ACC ISLE STRIPPING • • . SITE PLAN �`� _q cie _ . .• . . ., " . •" . . •• "•• . " ". •. " . .. .. .. .. .. .. .. . . . . . . . . .. •.. ..•. .., Vi=a' . . . .. .. .... . ... , . ... .. .. .. .. .. . :•:•:•:•:•:•: : :: :::.• . ..•... .. .. .. . . . . . . . .. . . .. .. . . " y o• 1111 11 • 1 " = I O' a 1VAN • •'' • •' '•' '' ' '' •.•.',' , ,, ,•,, ,, , ,, , , t1.C. SIGN GRAPH I G SCP.LIr s 11-11-11 LOCUST OFFICE PARK CONDOMINIUM . lii. ,.. I RECORDED AS DOCUMENT Nt1A18ER (d0/resY_ NI NI o A PORTION Of THE NORTHEAST QUARTER OF SECTION 35. KURAHASHI i f/�,�;,�!�107°�' • • .•.•.•.•.•. • I. _. TOWNSHIP i SOUTH RANGE I WEST Of THE WILLAMETTE r< ASSOCEATE3. INC. 4E �{ 0' 1 111 MERIDIAN BEING A PORTION Of LOT 3, BLOCK C LEHMANN a I E.0, .�..,,,,A,,, r„ OREGON{ L43t1( � �r�-- FrRs7 FLOOR I 0' 1 0' 20' 30' 4Q �Il ACRE TRACT; CITY OF TIGARD, WASHINGTON COUNTY OREGON lankrasm"'..w "'°"a /1443"0 s,.wr A OF WALL —v 6 NV CORNER — • . .. .. . •. . . •.•.•...•.•.••. • 9 _+� „7o sv Holt rd Scale c i 23t? FIRST FEaOR a DATE: OCTOBER 22 2004 w.-..H•.• 1". s�aas 1'� h.p-J0 ©Sw CORNER x • ir 55 : _„ O. CIDIS,RN,+-eMA H.t-f»+�iK+'-a+s� OF WILL SCALE: r-2a' NR roe Na x612 Stein aG REMOVE EXISTING CURB AND _ _ B.U:I L:D:L I: V:G: . : :: : :: :. = ADDRE _ „,c.:3 EAST T/2 PEST „-, COMMONS INSTALL I / 1 2 MAX SLOPED •2:. y� !— LEGEND: LDC ]: LOC B. CORAL o 5/e•MI BIOCIc c: BLoac c: ,',- .£EWANN LEHOWN CONDOMINIUM• w ACRE TRACT ACRE TRACT WINGS AS REQ. • EZCAIEO NO12TH MARKEDV1 111CO896' sO •FIERTEL AL9 �L` .•.•.•. _ 9 3 8 5 SW LOCUST STREET •6 N N 'XURANAS9 B ASSOC. INC” N 89'28"51`E 95.13' N 8978.51-E 9.81' `�, I L N 8918'51' E 95,1$' % 14111 5,8-IRON ROO room . ,� ,� is,,, 15"a7 I ICE /2 ii.., �/ "... .. . .•.•.. . ..•.•. .. ... .o.'' TIGARD, OREGON 3 7 2 2 3 N ♦ w/ALUMNUM CAP ulscootD INITIAL POINT ( �, , .. .. .. .. 45 KURANAS+, !! ASSOC.:NC.' S/8•IRF M/YPC IAAPoQD `�.'-og�•` 1 rip CCE - .. • .. . . ... . .. . .. .. .... . ..... .. •.. .. .. .... .. . i LCE LhMIT(O COMMON ELEMENT •CA5AEL.Ply 737. ; ,ll - ---w-- . . . . . . . . .... .. .. ... .. . .. .. . ..... . .. . .. .. . . .. . . I CZ 0 kr SO 1 OCE GENERAL CCAIMON ELEMENT f4!,tJ .r . . .. . .. .. . . . .... .. . .. . ... . .. ... . .. .. .. .. .. .. . Y SQUARE FEET :i. I . .'• � •. .. .� 93_ i_ z • --= 1 • ZO N E : TOTAL SITE AREA: f•. 1 UNIT 2 - eln V 11� V■ O I COVERED V • ... .. .. • . . . . . . . ... . . ▪% **-1—PARKING 0.a A n SQUARE FEET PER UNIT: s'STORM SE%[R -5 \ . . . Q V 13Ne7, 3227 SF - DOC NO 200iL07 EASEMENT � ,F ,� COYER£D - . .. .. . . . . . . .•.•.'. . .. . .•.. . . .. : .... ... .. .. . . . . ...•.•.•.'.•...• `,` • . N U E- 11 5 I53 = +- SQ. ff. 111 IuN,T 2 2527 Sa 6 `'$l •••-•'-WALK 7 7 .'.".'. ".'.'. ".'.'.'. • ".•.' •. ���• -' 3 0 1 SHEET INDEX: g ccE G�m�i � ..34 E E.8 _ •ACP 5. 00 5. 00 - • 1 Ell itT�� V ` ID NUMDJK : 6 LOCATIONS AND LCE LOCATIONS C) U+ ' U,co g m -_. - � .. .. .... . .. .. . . . . . . . ... ...... . .. . .. .. .. .. .. .. ii— A O SHEET 2 UNIT 1 DIMENSIONS,BOLDING *ST 4/2 .$ a CQUERE:D� I a. 8 C] ,s `1 . . •. .. .. •. •. . •. •. •. •. •... •...... . . . . .. .. . .. .. DIMENSIONS AND SECLON A-A • Lar 3. c PATIO p o 44*- .it - . .... .. .. . .. . . .. .. . ... . . . ... .•. .. .. .. .. .. .. . . �� 9 K. �acic c; wp /1" . : , 151 2 6 DC80000 a LENMAH N SHEET 31R-u7 2 pIMENyOHS.BUILDING puEN5e0NS ACRE TRACT m •` •L • LCE TIES AND SECTION B^B. _ - CCE KNIT 1 E L1 / . ... .. . \O• 3� �4141 {4� NSHEET,NARRATIVE,sURVErows CER11r,CA7E. = - - a a , •.. ... .. .. �• O �IRki) ]�- = = COVERED CCE V ;L ... .... . .... . .. .. . .. ... ... . . ..... .. .. ... .. .. .. .. . . PROPERT)/ ACCOUNT D 4 _ �1 ,.f\ ApcNOIl.Et3GEMENT AHD APPROYN.S = _ - l2 0a� -w"L'� 1 • -a Z W • L.D BENCHMARK DESCRIPTION: Doc No e7 036556 _ I I I ty�..'.'.'. .'.'.'.'.'.'.'.'.". k — 12•INGRESS AND • EGRESS EASEMENT i wAslNHcrQN catNTY BEND,MARK NQ. ,a5 R2 17 13 f ! `-i ill WA MI TNN NCAINTY 57 BOLT OF SNO 1 BASE = - __ -- - '1 I , R1 IV I— AT TSIE SOUTIKASI CORNER!7F GRLENBURG ROAa - - _ — _ ,� — - I • . . '' ANO NAI.Bum. ELEVATSDN 2+0.75 - - — .ra m s a a � ' S = ` _COVERED - • n - 71-7 - - - - _ - - \\\I ENTRY ,. ., I u.ok1) ,S oo' r- �1_1 1 � • _ a DATI=. OI-2 —I& ekmaNc(TAY PROVEATY LINE - — 12 SD S 8919'03° W 95.15' Y • - RSGNT-OF xAY AfRLEMENT/ENCROACN1tENT - ` ` / = • 3 p� 1,' p YTI {R£wxABtE PERf4r) � `" DRAWN BY I—C� —_ • EXISTING MAPLE RECORDED AS DOC NO 2009 082572 -w J = Sr SDG CORNER = 5E BLDG CORI$R - E s+ 1 o J I S-a.50 OVER R/Y - _ - 5-0.3, OVER R/11 - - >� .. STREET TREES - S Irt I2I5 1 I� a JOB I - S 89'29'03' w 95.E S' _ - I_ -- V▪ m H 89.15'QS` E . f s 88 16'39'■38 SO'i a kR I a 10 zo .a S.W. LOC115T STREET = • • SCALE I 1 I0 -- ENCROACHMENT DETAIL - 9 w'. • a \'''N a N - _ ___.,s_ =-=.•-__ — SHEET I OF 4 - n N 89', kV. '.. SALE 1%40' _ _ > 1)\ +1 SITE PL>4u 37. 0 39. 53 18. 61 ' D N. .4 i 4 s SHEET: 95. 1 5 ' .11 AKChIVSIThSUKVY - mX s .,,..0 .2 ..9 , 3.s.,,, N •T.5. ARCI—I IVE RECORD 5 4 Rt VI51ON5 6Y: e 5, r�3 x)x),.5 • N 4- 0. C ., 1 s U 3� poIy C J ILl N a - Z a ,- ,) Z 0 sal � m � N i yp ty L a 6i f-NCC 14 Q. II it 11 11.1 fifi t �o z 0.P � 0 cb D O4 1 d O � -C-?. Z �- m �.� U A o0 m IL N L Z sa sa OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION + OMMIS5 4N (V ILI ill (1 Standards for Accessible 'Parking Pl ees Standards for Ac essible Parking Places Standards for AccesSible Parking Places y N iv I a 2012 May Z21— w L NIa � Z > to Z 4 � O MINIMUM STANDARD SIGN DESIGN PAVEN' ENT MARKING STENCIL &% ,� 0 SINGLE - ACCESSIBLE PARKING SPACE SIGN NO. R7-8 1 It (VAN—ACCESSIBLE DESIGNATION REQUIRED) Background 3, I— 0 Ll al W 1- V El I C (stroke width) — iii PARKING 2 / s O i>_ in 6,.. - SIGN RESERVED , U 0 I- R7-8 �., _ i PARKING �' VAN — SIGN Curb romp' 1g - ACCESSIBLE i (shoo nae extend into r o _a t` tie I R7-8P the access aisle] , (So AE a r` 10 E ilF 11111 I 111— ACCESSIBLE ROUTE ' l ., ill • 1 i J ,,, location - 11/2„R sf•. 8 I r--z, —2'-...1 a ,� c Wheel stops . - 6° TYP kn I_ f (Typ) ` Sign Background: White, Retroreflective sheeting Pavement Marking Background: Optional: Blue, Retroreflective • ,, 1�11l j (my 0' ` 36° 3' Jt 11111 C Sign Legend: Green, Retroreflective sheeting Pavement Marking Stencil: White, Retroreflective 01— t— White 4" / 011[ 1° II Oh u. wide lines 9Sign Symbol: White on Blue, sheeting s An le orientation Retroreflective gar field layout LEGEND DIMENSIONS (INCHES) p i A B C D ' E F G ws 111-- 0 -- 11111 IRM 0 r ! Refer to Standard Highway Signs book for details. MINIMUM 28 24 3 go f1 111 0 2 TYP STANDARD 41 3� 4 II oty t. Ci \ _ kn 4 `e Access aisle The Disabled Personparking sign9markingbe designatez )— B q is used to designate a The pavement stencil shall used to an accessible w , O }1111 �/ Pavement markin - required. See Fig. 5 Parking area reserved for vehicles with DAV permit as stated. parking area reserved for vehicles with DAV permits.. for dimensions u 0 v z o 'n 9' Min 8' Min �y c5 -(1( m 111 IV I— Detectable warning surface required .�j,�o o if curb ramp is located within public right-of-way s , z DATE: 0I-21-IS Figure 1 Figure 7 Figure 6 '`• 3 s d DRAWN BY: PI71N s4 3 J013: 11-1215 m a SCALE: N.T.S. aa q ADA PARK DTLS ,s , : s '' ,, ShEtT: m-, 5 o a i o cs u .a s 711 li 1=: 1/1510N5 13Y: a a s 141'0 02-OI-IS FDW a-3 1-,1!-Z- • tl N a } AA c 11 ti-1 Tii a § J E m o G a tm9_ -- -ag ` 1L �r 23'-0" 5'-4" 10'-0" � ' 0 \ 0 c • TRUSS " C " TRUSS " B " TRUSS " D " Piy .a24 iii d D-0 o1� c • • o 6 ± • 84'-6"f • 4 • / 11 -8 f / 45'-6"± • / 27'-4"± / 't1 s W czi !1 m • • f - z I m • l , 1rJ 9993 ' GYR ENTRY 9993 laip ,�I 11 4 V QO Ul • ml. =JJ S. • 710 X 3/G REMOVE EXISTING s m 1 I I WALL AND _� 2 I J • CEILING ANDPATCH GYPD I m OFFICE # 2 WALLS AS REQ. OFFICE # 1 r rr.;� n' �, RI I REMOV= EXISTING SINKS 1�-J� OFFICE # 1 a ill ^, [ L I I , l }�1.C. TOILET RM 1010 X 11/0 © 21/4 X I I/O AND CABINETS A5 REQUIRED 610 X 10/G n/ r- GYR GOI�R'1• YARD 6/4 X I I/0 ,� I �- !� J H.C. TOILET RM _ t. } '� 11/6 X 7/0 LIBRARY n--- REMOVE EX15TiNG OFFICE # bro J 9/0 x 710 _ s s 5/0 X 810 I DOOR FRAME IN # ii_ 0 u I-2X6 HDR, a ro u: p PATCH GYP BD �� NO ROOF 1016 X 7/0 i� ��sD ° I WALLS AS REQ. LOAD. LOFT C 'gym �'� 0.9x ABOVE _ - , g 1 T T 31 0 �/ �r; so�6a �� 6'-O" REMOVE EXISTING WALL AND INSTALL - < —I O sT Inw MODIFY EXISTING S.C. DOOR AND INSTALL REMOVE EXISTING DOOR AND INSTALL / - -- NEW 3/0 X 5/0 DBL GLAZED ALUM FRAME s x-CD NEW 24'X CO"TEMP GLAZED DR LITE MAX. NEW 3/0 X 5/0 DBL GLAZED ALUM FRAME WINDOWS TO MATCH EXISTING STYLE •s (� VERIFY 5IZE. MATCH EXISTING STYLE AND WINDOWS IN EXISTING FRAME OPNG 3'-0" /18 3'-0" 18 AND FINISH 2 MI , ■ 1--1 FINISH AS REQ. MATCH EXISTING STYLE AND FINISH ASni 1 1 Kt m REQ. I OFFICE # 8 1- U v LP.10" Pa �{� IQ rTl=--, EXIST FIDR1+ q 2X6 HDR = O M — 910 x 1710 l►' co flf-- )1 k, a ii 1 ,uoG 4 j hi _JJ u~_'S� Uf t�9ap U1 12, 1--4.i O i ® DC 0 i_ STAFF lir-jJ oma ao 0 ox V6 © B o BOOK KEEPING 9/0 X I I/0 J U---- - X 03 1 110 X 1 0/0 I 1� I N DESK (40 a ii=- T7EGH RM [ > ; ' OFFICE # 5 OFFICE # 4 OFFICE # 5 REMOVE DUSTING I I - - s 111 II dig WALL AND 1-2X6 NOR 11 -11 LLL_J , 5/6 X 1016 I i 1016 X 1016 916 X 1016 1616 X 1016 PATCH GYP BD NO ROOF REGIEf=TION I i - LOAD. CLEAR 3• s �'�/ Q i CEILING AND SPAN TRUSS G/4 X 4/0 yy WALLS AS REQ. ABOVE 11111 to • REMOVE EXISTING WASHER -` REMOVE EXISTING SINKS 141— AND DRYER AS REQUIRED 410 AND CABINETS A5 REQUIRED rr In rr1-'P rr�=� lIIIl II ``k II a=I� FT ' i1 i4 1 N ' W11 11 BREAK RM ��-��, uL-�� , u�_�� 11/4.3 sI ADA g - COUNTER iw 1 !/0X8/6 It • D,,,,- 3068 5 @ COVERED WALK WAY • zz I— I- ■ _ 4 a m • T WAITING AREA � �i/' 4 11111 II 1 w N STEEL OST 916X610 • .o EO RED -�' �► V. ® 'I.--' • N V 1 • 1 __ I F— i) 0 ^_ _ /'' '1��•� all _- / N � y S VO 1.111/1 • • 111— it • • ; , A 0 CONG WALK - • .• • • Vc2 )- ki) 9 N ill w_ • . • 0 Y 0 in 0.� .•u D �•iM� 3ILI iii 1--- LEOENI:; 1 - 1 0 0 = - AN • s 11 EXISTING WALLS TO REMAIN I J 1/4" = I'-D" 2542 SQ �T DATE: 01-24I-18 V c9P1�A..1=4-'t I G SG LM y DRAWN BY: PDW NEW WALLS �/%/%//%//////////////%/////////////%%/� N O fZT k-1 4 EXISTING WALLS TO BE REMOVED 3 JOB: 11-1215 5 0 5 10 15 3 NOTE : 0.p SCALE: 1/41 = ILO' a a 'ill P- I I . CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS. S FLOOR FLAN 2. REFER.TO SHEET NO. 9 FOR GENERAL CONSTRUCTION • SHEET: SPECIFICATION AND TYPICAL BUILDING NOTES. 4."'''‘. 3 S Q 3 _1.1.1.1..:.._, ' ' —./ - , 6 pEVISIONS 13Y: 9 _____ __ . '4,' t 02-OI-I5 PDVN a _Ic. , ' �0 �� -�V N N (0-* Co , :1 mom _ - .zr ¢'E VP mom r_• ?L.-_ 1.7....! 4 a - 0 3i• Me it 9* Si - �,! E e 22F n 1-3 et-..:'. . " .. - �< Leaps : • .-a C T r -1922 tr s 0ss a.- `171 a, I Miall t eswet ; r.: • _- Lt. • IL ear tip r - 40.4 IMF:: t s• 0 s 3- U �/ ai C 4. OF 411 >f- 4 - an Man ,5-0�'•"^ s 1•• &•`--.,', 4s c;,S1 Mai LESO - - 45.0 r 7'- -WO 9 ti IA V;"--;7i.--._ .4:./ ,i, a 100L -COI 01.11130411114343 .s3.. "` If trusses G-. --=-- '^'�' �� `�J N @} wr 01 +s rd.olio.a..►t1r...i .'.'!'wr`i= �� load' axe •r:� v'r a *sirs Moe + A U ,i-- a.601031a.ammo.Pw�.1M�P ns rr.s111w0000+wwr01. wed L6" O.G. �4. _� /C�. wowsngmmas shown. Malt , i ti �} ‹ ,2 Cyt t*� f.. - i . A x Z T f 3* E . Q Tor &X. load 12 3�1 *` C s — IL E I an 1`I': a 6'-6" in frac left end. 3.00 (f) [n 6 wet 41.44 , ,'! ( 1) umber truss with ( I) add on C-3M.3 i ''4- U.J • Q v m re ire . loin together with 16d nails Q O4 ..C ` it 12 or throughout tap chord and C-35.1 f . 5So clusters in miasmata shownin f 3. 1 ' U 0 d ON R9 m C.*2.5.1.3 l ,,'._ 6- 9, 011,) 2:4 NO. l 8.1r. add on 02.5x7.7 y U — O � .i ,i .r -2..524.1C 2_x[.1.3 C-314.3 C-2.516 MU 0-2,51661 9 i y N OW 511902121 ME r 42-6" - 3751/3 trusses. Toga et* wet ley Wilder* SOP W U i0 Ln s i w.__..c..........ewe______..'i0..vr.�i.1..r.r.... . s dip das;.r 011•. 5 SC 32 4 1 rein.�.�.�Illllrle es.rl�.•l i 2 illi Mlle��aU�le�irl.�O=lll R.7 a .:iSA 7L-•JG–'3'–�i IIIiII.IIEi 'ili.il ..11...Mn.1. 11 'LT�r CPi.+MIEN.► S. *Q sMi i..._ll*_l wul.rlle... j 1.1.• .WM Ace1..ml11►.. 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ARCHIVE RECORD I F� 2 1 :1 I 6 �+ A N �a ll1— ':'-':3'3:::', o � TYPE " B " TRUSSES `=K EXISTING 2 X TOP PLANE SEE DETAIL ABOVE REMOVE EXISTING WALL EXISTING 2 X NEW 2 X FRAMING EXISTING ROOF a AS REQ AND PATCH GYP WALL FRAMING TO MATCH EXISTING EXISTING 2 X TRESSES SEE BD AS REQ. WALL FRAMING TRUSS PLAN = RECORD m m O 1.1.1.1..- -- -- a'� 111-11 1 111 (1 n - IIlll fi (V EXIST HDR _ 2 X 6 HDR * \ 2 X 16 HDR I _=I � ® II— Y— 7/INSTALL 14" X 48" / EKING STUD I I '� EXISTING WOOD FRAME Z LITE !N EXISTING ((- I WALL AND CEILING �. I I ,0V----CRIPPLE STUD I CONSTRUCTION alaill ,n I S.C. WOOD 1 WITH GYP BD FINISH t V k) Ill DOOR AS REQ. - 11/ - ,- O O y � �/ El "' cQ HALL WAY OFFICE # / / �', K �l l Mto -- RELOCATE LIGHT REMOVE m D f�� U" III AS REQUIRED EXISTING DOOR o i z 0 in _ • _ FF AND FRAME AS P.a 0 ..< m f REQUIRED. 6 111 I— c II INSTALL NEW 2X .- o, 1 y FRAME AND \/ I PATCH GYP BD -`•.', DATE: 0I-24I-18 T r `` \ \ • AS REQ v.3 REMOVE EXISTING DOOR AND FRAME _ NEW 2 X FRAMING REMOVE EXISTING WALL STUDS AS NEW 2 X FRAMING DRAWN BY: P17W IN ROUGH OPNG AS REQ FOR TO MATCH EXISTING ' INSTALL OF NEW WINDOW REQ FOR INSTALL OF NEW WINDOWS TO MATCH EXISTING P.T. 2 X PLATE W/ 3 JOB: 1'7-1215 2-2" PWR SHOT PINS -- 2-2" P.T. 2 X PLATE W/ p _ 2 2" PWR SHOT PINS SCALE: 1/2" = I`-p" INT . WALL ELEVATION A INT . WALL ELEVATIONCro)5 � sNOTE : . INT w LL LE,11/2" = I '-O" OFFICE # 5 EAST WALL 5 1/2" = I '-0" OFFICE # 5 SOUTH WALL CROSS SECTION 1 P . CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS 51-1EET: 2. REFER 70 51-IEET NO. 5 FOR GENERAL CONSTRUCTION a „,,,, 5 SPECIFICATION AND TYPICAL BUILDING NOTES. il 3 �a • .:,.. ,::..7:,.:P.:!::1.71741:7!!" .'1:'7.!:!::::7-H;;.' i: .�,.• i. 7 F y1. rEvisIONS Y ,�IIr� �"--€-'-- �» . _-._ .--- -.. ,•„• ;.erwa s.:w"EIL :11r:11•44. - -a.a �- e r���ss3 ..:..x' �' "�-� * � .s" • �-� J 12a� _: _ � _: _ .. .,. r_ a - _ 02-DI-I8 PDW '18.17CiTI1MN� T1�S S1P1tr �'- .�' cNrsl F * j I "'L M i • k '� � 3 p_3 5 SIZE Slew ammo immure; MLI L#C111aIt�f - p.141 [ I+ ! 1� • I. -2,6 �. _ _ i �+•9a �5� s "[ �` t A` y't A t!� wimp ?+.a' �.G_ if !`-1. x770 Z'-3. a� v 2- -ars ? `* * .I I I IEI • a ` '' ,i �`� • { >-n 1 f,:-..... I f1 I - • '. w II P .• Yx I:'_ ]" `' e- A 1!•Le1N Ll Ne. �1! ?t! C • tee- . h. C s.•Y �' 1702 11 �- 37i - .,.. Lv s I,' rS ry SJ .'' �� ;.•. - �{.# /� .rte r�1. • -- -�•n r-`,{ � •Lamm Y "�� I - E *' *"� `%s" - r J �'.,` *, : _,'se' • r�.� - ,_ r •• K Y I ! V 1 ( rt x- i r, "#4w+"^ :,• g I. '" _ 1 Ili ' • �. 571‘.7", / ..�.. +`rrf ....,- -.,�. 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F � - . : +. K w +! t! ar n prwk+ a RI 1� Nkir n i t t R t t �� vss..�.-. ra+ kkkr•+kkrr�1E I.tirr..rr kMk�. 11..•�r.f.pw€Il1NIk�r•e ull�kki �'�"1Ori�••N��i N�/�IlkryJIBJG �. _. - � :64'41 wd. MAY � �� '� -.:... w. r.. _...-...» .....:.r,:,,. ra,'- ...ae••.:..�--awes..'. .. a 0 it 1 2 4 x s O HCHIs Li) -(i TRUSS SECTION TYPE C ARChIVE TRUSS PLAN It � N .T.S . A�ChIVE �ECOI�D N .T.5 . AKChIVE RECORD v v 1 cz ® � 1-- N I3 I I � � �:. o iii r11�k�r.l.. wY!•lkrEkv rrr�+ .'""""'"'"'�'�L Ti- LOOM g�s[C CI1i;E]It5 tll�!!5x SPA* '- 27' � ����(�,. SI+'�II.E •EOKO "Vitas ow w t LOAD Ri*sf Y�1 I IICI3E sSE • 1-SS � a i er_ lit 17J wlaD 2'.o- 0.t. C�r`� 1K ta- - s a- S32! s tr -6137 f���� 1q t� �- -+ aes ? y T �- -itRf}? a 3- ls�t . ase •Doom Cg III s a f �- l (.'q Q.a:lam +� 7 -363 t, *- tl3€ + +- -Nat N oarr clLella� ,r ,t 4.CAR? u. + ac. at cs+ar�ol - •b.a *: -zi!7 • 3- • >~ _2�. - ?at 6 S/ tt2 L 3- s ri �€s I..y,� '�� 0. all 20 5_D N• ]!Oe (� s z■ CW .: _• r�tx �_cl ,� _ TYPE II II ,usSES 1 ' 11111 lU ti1ER G7 :� .� • e. 31711 1 os s 1.7 Lt7�` ,1 *r _!a!s ROOF s 2x i ay xT t I. - 1. µIP To support u3 hta�al '�;y):``..~"�+' ;la- - l SSSS SEE 2-4_ !e II � �'� 5f 3 tl:ti5se� into bvtCaNat.�;r�`-++ *Sr- -s�>` �� -�� ■ VIM e {� Y .l�aq=_ f• 1 TRUSS PLAN al t� 2 _ _ C+�� . chot'Lf as Shps�tR. 1 eha�lges c • s,.t �IlrYsi :9333:11536. :.q R •t P - �! cel�uired. Singh 1tl�@r 3s shad_ 1111 I ill (1 r�• r.�alFrtiR]lrle• sdt .I4l+ 11.4'• N� IK ti4 AE1>!T1p11• -ai1t s...l w+R+•Ns..r w..err► + 4iLih/'T T2_31 d! r J u „ u1]►+•.!+■ .rr.] .IEiLiK t3 2.71!Qr r }! • a S Ci mow y .. !1r .ams AMr.R- I Sti7piitiliS mansard - • �- LOFTm • M , detail. shown a�7 top chard r �` C-3z4.� �_, including drift design ill ll �/ N re�txird Zx6 S �.F. top add 3}C-1,5x2.6 6a bottom c3xrr Chrvnghout -- + • 1‘1, 1 iii else remains the - INSTALL I a a C- x#'`6�1 "`�ore' - / NEW 2 X G -t'yp CM n r / AI - ipMEXISTING WOOD FRAME �I .. EXISTING WOOD 1=RAME a rl 11�--- O + / WALL AND CEILING X. ,��� . PATCH GYP BD WALL AND ILING i 11111_!ll 37Sff3 trusses • / AS REQ. CONSTRU:5CTDEI ON 11111 114 CONSTRUCTION 1a--1 kn 7zt;'� s�`� ' - - -' 'w"' / WITH GYP BD FINISH WITH GYP FINISHO �/ deft �►, . r :=t, 13-6Cr�7t6 DI9gw�1113. an 61-011 • 5243 .._.. ,� _ ._ - ---414 ,_ , ._ .10•1110 111.1.. ml CVR WALK / CONFERENCE ROOM o 1-1;;;;'11-::\11--. ),\ ALL WAY OFFICE # 1 = c ��. -- - , _ - Alt ftsrr#s3 ., ...c=r.-53t :r --- - _ o o lil l 040 T 1- �- < / -12 � >x�c-1_Sx2. cgp. �- 1 REMovE -c_D -dIC m 13-05-12 VENEER f _ ,� PA1�K1 NG EXISTING / EXISTING N Sal>e u.• y 3 - 4 BRICK �/ WALL AS +� 1l jos tTltt SWIM' a VENEER / REQUIRED AND ❑ �,I.r1...1,.,. ,,. �,.r...,,.,,.1� / " TYPICAL " INSTALL NEW " TYPICAL 'I E y�kR DAT : OI-2�[-I *""'s-= `�" -}''� tIkk�«...�,�. � �"' / FINISfi FLOOR ON 310 X 5/0 MX FINISH FLOOR ON i ...a.€wr rwww•�.M.Ra.....".......--.........-4.---,--....., 7 Os1�l+ r.auE..... ..see fw..K Nrsty w rI- EXISTING timme 1 awe" ` `� '�"""'r'' ' '' � � `�'�"'1'rR` ' STEEL / EXISTING CONC SLAB cp WINDOW EXISTING CONC SLAB s ►re ]/sate! R:2123/89311 . ...,..rw.l..�.�.�N,.R.,..4..s,x..•...4+1.•...-.�. .1.r.�rll.eo.1 al �,.t tlp.rlyll alrN Mt d1.1111011.rle llrnrr+w�+��>r•RogIP11 wirrrxwll+esrl�+rillkrrrll+ul� REP..' t� �-� �. tT_• � _ . �� ..°�'"',.Ek....���*�*�► � e! �f�il�la«+l,Iwsl++swElE=s•-wl►-Il+ler w CI(3tZI3Ujc'�I,lS ti7C. COLUMNS / O N G RA D� O N GRADE �:::: D f�AW N BY: P D� "* .IN. a .r1.N€r gawp.+� trsll.rNlrs/rrNlMrrl,aerwrRrslv4eRr/r ..r11.w arlkrr�r.s e •� 0 soB: I'?-12155�«: 3Z3 E .- rwllrwr�wlrrls.r.r.Ik..k� Isms..114101101114t rR�ws aim+r'rtslN6rr�/tawlIa eaalEElwl.wrw.,.kENwwlwe..rl•,...a...�q!►yh �1lY1411Frlk*real/II+M. .."-1- 4_!ts Prl�.r .1► �N�Ee�w �2t'�! LwY1rrt/'w!R s1 �1'---.;w >� LwwlrNw4+n.w.rd+l .l .�IrNrtI-.l$+ .+I .NE }�sAfIIFNrNwIrlAFa+L111Iwn+�'MIIIIMfkt+ i�w► R+lE.al� 11_ TM.47��I�ssll�r►!l�!h �rt!'[71►'*1! I I -Iy�ITI ` ------\ ����� ���� ���� s IS� � � ��� I I�I I I-I I�1- I I-,I I-I I- I I I I-I 111 111, I I MI I I I I IT'1 11=1 �I I I �� SCAL : �SNOTEDNINIIIIIIIMMOONINImMINININININIW =11 11 11I IIINI�1 11KIIlk�l #�1� �KII�IIII� :IIIIT e,I�oidi I III I I 1 IIf€HII�IIII_llflIIIlI�11 1 1 III I lII1�I - �� I 111 I II II =1 . o arzil NOTE : II - - �' G O SECT 7 5 SKEET: KU55 �� + O nPI IDI I1 . CONTRACTORTOVERIFYALLDIMENSIONSANDCONDITIONS C �OJ' S S C� ONr.11 ,'I 1 vV - - a al 2 p p 2. lZEF1 R TO SNEI T NO. S FOR GENERAL CONSTRUCTION I/2'I = I I.OI \ / 2 Z N .T. S . AI�Ch I VE IN COI\D SPECIflCATION AND TYPICAL BUILDING NOTES. `-/ c a , 3 E I?BV151ON5 PY: a 02-01-181'17W. .,2 f);- M E i A 4 0 ft c aN J 11-.1 A s 2 0 5US I NESS AREA : SUS I NESS AREA : i.1 � r ; Vis, r- , OCC . GROUP : e OCC . GROUP : B PCC IL ° MECHANICAL EQU1F ROOM : AREA: 380 SQ T. AREA: 137 SQ 1=T. 0 0 .N OCC . FACTOR: 100 NET OCC . FACTO R: 100 NET OCC . GROUP. A (BYOB. MECh RM.) OCCUPANCY: 4 OCCUPANCY: 2 %1 < li 7 AREA: 77 SQ 1=T. EXIST REQUIRED: I EXIST REQUIRED : I (0 OCC . FACTOR: 300 NET EXIST PROVIDED: 2 EXIST PROVIDED: 1 Co ID 1_: cb OCCUPANCY: I OCCUPANT LOAn : 10 w E `' m EXIST REQUIRED: 1 Q o 0 EXIST PROVIDED: 1 .2 (� m TOTAL OCCUPANT LOAD = 1 9 } OCC. GROUP: A 3 L.. ."-LL"' 0 ,i — I _t ° o s • l 1 � _1 rri-1, • 2668 CVR ENTRY 2668 ��1= a •• 11 � � 4 4 �� � � m � LL JJ X10 X 316 r'a, • �1I r----J OCC. GROUP: B 4 s m J 2 Iu ill (V OFFICE # 2 OFFICE # I ;I = _�10 OFFICE # 1 4 -, j L 0 3 } 1- IT 1010X I 110 2114X I IIC1 �� JL 6/0X I0/6 t--- .,' H.G. TOILET RM CVR COURT Y ` RD 0/4 X I I/O L----- H.G. TOILET RM O Z 1 116 x 7ro LIBRARY n---,, OFFICE # 6 9/0 x 7/0 - 1 5 1 5 ILLUMINATED EXIT SIGN 5 WATT �� 011 ra3510 X 810 �� �o ��� 10/6 x 710 �� ~� �r TOTAL 19WITH BATTERY BACKUP fo0 co n o o W _ s . O0 EXIST �r. A' {y 3068 �. 1- s, / ;� ILLU NATED IT SIG 5 WA amu/ �� � r IRE ///:<:ATTNCrY LI TING HBA RY BA UP a a a V //:////A(15TIN T1NIS ER BACAer, /r 9 I I OFFICE # 8 ,, ,,, O t 1___ � _� 9/0 X 17/0 FT( -711 II I tea] 10o41 a II lLL_JJ u1�9 I cn / y M STAFF LSF JJ c3 6m 6fl of U6 BOOK KEEPING `. I - - - Lk) 910 X1 1/0 u I 1/0 X 10/0 ,1 6 \\\JJJ"` DESK s 9 11- — 5USINESS AREA : 1 1 _ -ts rF---1'-1 MEGH RM OFFICE # 5 OFFICE # 4 OFFICE # 5 `,`�'�y�r //// //// II s �I 1-5::,sem^ OCC . GROUP: B 'L�_-j,l 5/0 X 10/6 10/0 X 10/6 9/6 X 1016 I 6/6 X f 0/6 . _ REG I EPT I ON 141 II 11 AREA: 380 SQ T. y L 614 X 4/0 SUS N55 AREA : .11 OCC . FACTOR: 193 NET r \ — l'', ++11111 OCCUPANCY: 241111 r -fn �Id 61�_�� Rff-�� OCC . GROUP: s II a �ITI 1� r I' 141= a I� 7.-,' EXIST REQUIRED: I , --� LiL J� u.I.- -11 AREA: 89 T. §1 _111 / illit EXIST PROVIDED: I BREAK RM I/o x s16 '�� OCC . FACTOR: ! OO G IRO55 ' I 11 0;68 OCCUPANCY: 3 ay, o ILLUMIk LTED E SIG\I 5 WATT EXIST REQUIRED: I -. COVERED WALK WAY �fLMGLNCYG BHATINLP EXIST PROVIDED: I 4' l� ����� WI ill N -I aN - NAITING AREA , •L . • . Iii' 3 ®/' {�) 916X610 �� ��� m' 1- • i_k M 4-...-/ ' 11 111 LEND aE 1 / ` I --- 1�++1 ui • +i l4 iN /� -�' R6.6. Et 5US I NESS AREA: EXISTING WALLS TO REMAIN I I a 11— 0 NEW WALLS / //////// ! • ry O OCC . GROUP: t3 ����/r���r���r�����������/�r� _ AAITING AREA: 3, �l � a EXISTING WALLS TO BE REMOVED i_ [� AREA: 389 SQ ET. _ I as ' I 1 _ `N OCC . GROUP : A (PIX SEATS) 3, 0 11+11 l V ILLUMINATED EXIT SIGN 5 WATT r . a OCC . )=ACTOR. I 00 NET . . _. OCCUPANCY: 4 PER SIDE WITH BATTERY BACKUP. 1/4" = 1'—O" (..-s5 m ILLUMINATED EXIT SIGN 5 WATT 5 EATS : 3 EACH _ EXIST REQUIRED: I `��Ab`1'+ I G �G�`1-� OCCUPANCY: 3 Is ` Ili 111 IV I— PER SIDE WITH BATTERY BACKUP AND ' 1}<0 — NMIIIIII R In EXIST PROVIDED: I EMERGENCY LIGHTING W/ 90 MIN. =I MN M EXIST REQUIRED: 1 WITH 90 MIN. BATTERY BACKUP. 5 0 5 10 IS EXIST PROVIDED: 2 a DATE:01-21-15 EMERGENCY LIGHTING W/ 90 MIN. 3 WITH 90 MIN. BATTERY BACKUP. n O� DRAWN BY: PDIN 1V s_• o ,3 JOB: Irt-1215 EXISTING FIRE EXTINGUISHER @)-0 I . CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS -...; t M-� ri z F A a�' SCALE: 1/411 ^ ILO" / p 2. REFER TO SHEET NO. 9 FOR GENERAL. CONSTRUCTION a EGRESS PATH MIN 36" WIDE SPECIFICATION AND TYPICAL BUILDING NOTES. s FLOOR PLAN / —..,i ii SHEET: V 3 '4 i <s i, 5's • ;S Q r / / a pE VISIONS 13Y: 0 02-OI-IS 4 N4- j ,,A,,_ c N / 84'-6"f i' / � �a 11'-8"± 45'-6"± 27'-4"± -Y �� N l'-''' 0 PZ 15 c _2-qJ ILI co co ADD VERTICAL GRAB BAR jH e. J 7 oo 9992 8992 �I m UIm @�N7/O X3/6 Cr Y D 8 OFFICE # 2 OFF I GE # I ;LL I `�- OFFICE # 1 i-, J H.G. TOILET RM 10/0 X 1 1/0 21/4 X I 1/q 6/O X 10/0 %o Z GAR COURT YARD 6/4 X I 1/0 L V _ O E H.G. TOILET RM I I/6 X 7/0 LIBRARY OFFICE # 6 9/o x 7/0 - (/) 0 5/0 X 8/01 0/6 X 7/0 ,,o (I) ...---7-co .37.--- o dJ xo ro oX o� Xo Xo oCD Cf) O <jwm mw wX wm Li (CO) o a — I % z / 1- _ Q N �9 7 o _J-- 77,/ , , EXIST / / — a '1 FFS 3068 F N ll) o 7////////////////// p 6wg- -1 QO •• OFFICE # 8 _�, — — — 9/0 x 17/0 1 'a I� o i I= r II F p Ks.N.,.....10 aJ� >o — K y u �' u'Sm mw czw BOOK KEEPING as i5T,4FF g II oX =JJ No l9(f) �_J mw N! 9/0XI I/O JK.N.,.... I I/OX 10/Oj Y, WIo0 r� nT MEGH RM ; ; OFFICE # 3 OFFICE # OFF I G # 5 — a I_1°1° (�1 =� 1 5i 6 X 10/6 F __; 1 0/6 X 10/6 9/6 X 10/6 16/6 X 10/6 -i �_ _ REGIEPTION _ I� fi 6/4 X 4/0 IlL(� /// j 0 0 .//// _L. e T___,T, �i� Id, I II =I �I a II ISI s IIILI LL-JL uL JJ uL— ,s > .n BREAK RM A'IlAigli. • SD COUNTER R V/ ft 1 1/0 X 8/6 i I ,- U EXIST p UPDATE SIGNAGE PER 308 11 a D� D SPEC SHEET NO. 37 OcZ ® W II-- //////// aI 11Pr -7-0 3-3•''2 a: - WAITING AREA Q) Xo44// as i 9/6 X 6/0 in m /' Ah. •N p, v\ J \ .J N, ' ,, ,4,,,s. . ._ Marti7/ __I Q III III 4-3 C) X11► L.-2'-'2' ;g Nk• EX15 RAMP P • o N T I I/1 2 LOPE v , SEE ATTACHED BARRIER REMOVAL IMPROVEMENT PLAN New ADA �EXI CD F- FORM FOR VALUATION AND IMPROVEMENT ELEMENTS. p.4 G D OsCOCID m O'''_,"- a_ Ill iuIll J L 1/ a m8la-• cs r%II i2 III II III ti, . ,, ,,, ,, ,„ .e. 0 it CLEAN AND RESTRIPING REMO E STING CURB -+" a a CD AADA PARKING SYMBOL AND IN Al:- 1/I 2 MAX E AND VAN ACC ISLE SLOPE WINGS A5 REQ. 9 s 0 STRIPPING. Z7- 1 45 3 o III II $ 8'—O" o ? Z 00 3 - w 141 w I- �I s - p li LEEN1',`� 'o DATE: 0I-2cf-IS A A A cc 5 5 , A H , a._=_______ „,,, ,,N• o / I/4” = I'-O" j J DRAWN BY: P17W ADA PATH MIN 30" WIDE I // s 4 " �i¢A.t=i--t I G sG�.L� 3 JOB: 11-1215 SCALE: 1/4" = I1-0° 5 0 5 10 IS a 3 ADA AGC NOTE : %• " SHEET: I . CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS a 3 — N 2. REFER TO SHEET NO. 9 FOR GENERAL CONSTRUCTION ¢N R s � SPECIFICATION AND TYPICAL BUILDING NOTES. -Ro .,s m VISIONS i3Y: o � 9 a 2',3 GNRAL NOTES AND SFCIMCATION3 : GENEKAL NOTEEE3 . s V� THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE CURRENT EDITION OF THE u 2014 ORE. STRUCTURAL SPECIALLY CODE AND ALL ADDITIONAL STATE AND LOCAL CODE REQUIREMENTS. DIVISION I GENERAL a It DIVISION G CARPENTRY THE CONTRACTOR SHALL ASSUME (MULL RESPONSIBILITY FOR ANY WORK KNOWINGLY THESE SPECIFICATIONS ARE GENERAL IN NATURE AND ARE INTENDED LUMBER SPECIES AND GRADES TO BE A5 FOLLOWS: (UNO) aN_ .4 7 0 PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, OR REGULATIONS. THE CONTRACTOR TO SET MINIMUM STANDARDS FOR MATERIALS. WORKMANSHIP SHALL v j ., , SHALL ALSO PERFORM COORDINATION WITH ALL UTILITIES AND STATE SERVICE AUTHORITIES. BE CONTROLLED AT GOOD QUALITY DY THE GENERAL CONTRACTOR OR COLUMNS AND STUDS DOUGLAS MR No. I c3 -( DEVELOPER. CONTRACTOR TO PROVIDE ALL NECESSARY TEMPORARY JOISTS, BEAMS AND STRINGERS DOUGLAS MR No. I L WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED SUPPORT FOR WALLS AND FLOORS PRIOR TO COMPLETION OF VERTICAL BLOCKING AND MISC. DOUGLAS MR STD. P BTR CC ft 3 AND LATERAL LOAD SYSTEMS. SILLS, PLATES AND LEDGERS DOUGLAS MR No. 2 PRESSURE TREATED T o a, DIMENSIONS. THE GENERAL CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALLO o DIMENSIONS (INCLUDING ROUGH OPENINGS) AND CONDITIONS ON THE JOB AND MUST NOTIFY PLYWOOD; PLYWOOD TO BE CD EXTERIOR GRADE. P ii 9 THIS OFFICE OF ANY VARIATIONS FROM THESE DRAWINGS. THICKNESS AND NAILING PER PLAN. li 0 UJ SEE NAILING SCHEDULE THIS PAGE FOR ADDITIONAL SPECIFICATION l a (3 0o = THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON UNLESS OTHERWISE NOTED ON PLANS11`~ PLUMBING, HVAC AND ELECTRICAL SYSTEMS. THE GENERAL CONTRACTOR SHALL NOTIFY DRAWINGS AND IN THE FIELD. COORDINATE OPENINGS THROUGH IA'F THIS OFFICE WITH ANY PLAN CHANGES REQUIRED FOR DESIGN AND FUNCTION OF PLUMBING, FLOORS, ROOF AND WALLS APPLICABLE TRADES. NOTIFY DESIGN s 4 n- v m HVAC AND ELECTRICAL SYSTEMS. PACIFIC DESIGN WORKS, LLC OF ANY DISCREPANCIES PRIOR TO PROCEEDING. Q } 'c( p CODES AND STANDARDS: 2014 OREGON STRUCTURAL SPECIALITY CODE A, Z m THIS OFFICE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, ACTS DIVISION 7 MOISTURE PROTECTION AND INSULATION V,. OR OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR OR FAILURE OF ANY OF THEM ALL OTHER LOCAL AND STATE BUILDING REGULATIONS SHALL BE APPLICABLE. r # -., Q m TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. ANY DEFECT ONE PERM VAPOR RETARDER IS TO BE INSTALLED ON THE WARM SIDE OF ALL s� 0 =1 o 1 EXTERIOR FLOORS, WALLS AND CEILING. CC 5 DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION' 0., m c EXCEPTIONS: OF THIS OFFICE BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK. REASONABLE TIME 1 . MASONRY WALLS WITH EXPOSED INTERIOR SURFACES. sq,1' NOT ALLOWED BY THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST It AND LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR. 2. SLABS ON GRADE FLOORS. Z iii m DIVISION 2 SITE WORK T3 6 1�1 ALL INSULATION AND VAPOR BARRIERS SHALL HAVE A MAXIMUM FLAME Ey t'i THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL THE ROOF, FLOOR ALL BIDDERS FOR WORK UNDER THIS DIVISION SHALL EXAMINE THE SPREAD RATING OF 25 AND MAXIMUM SMOKE DENSITY OF 450. 1 i iu u=AND WALLS HAVE BEEN PERMANENTLY FRAMED TOGETHER AND SHEATHED. SITE. THE SITE SHALL BE ACCEPTED IN ITS EXISTING CONDITION t O c1) AND NO CLAIM SHALL DE MADE FOR ANY CONDITION NOT SHOWN 0th 2 INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, OPENINGS THE DRAWINGS. DIVISION 8 DOORS AND WINDOWS 4 0) vi IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES. TOPSOILAND1-,',1, - !Li STRIPPING: STRIP ALL EXISTING IN BUILDING PAVUAREAS AND DISPOSE OF IT OFF SITE, OR IN PROPOSED ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF �/ INSTALL WATERPROOF }"GYPSUM BOARD AT ALL WATER SPLASH AREAS AND TO MINIMUM 70" ABOVE LANDSCAPE AREAS THAT MAY BE APPLICABLE. KEY OR ANY SPECIAL EFFORT. s O SHOWER DRAINS. O ALL EXIT DOORS SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT ISn i j FILL MATERIAL: PLACE FILL IN LIFTS NOT TO EXCEED 8" AND PANIC HARDWARE. (— INSULATE WASTE LINES FOR SOUND CONTROL. COMPACT TO 95% STANDARD AASHTO T- 180 UNDER F •OR EXCEPTION: THE MAIN EXIT DOOR IF IT CONSISTS OFA SINGLE DOOR ORA PAIR v . - ILI W AND PAVED AREAS. ENGINEERED FILL MAY BY UTIIV'ZED OF DOORS A KEY LOCKING DEVICE MAY BE USW IN PLACE OF PANIC HARDWARE, t,_ v vin .( EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS, PROVIDE SO CFM UNDER RECOMMENDATION OF A SOILS ENGINEER. PROVIDED THAT THERE IS A SIGN STATING "THIS DOOR MUST REMAIN UNLOCKED LU (MIN.) FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN BATHS CONTAINING TUB AND / OR DURING BUSINESS HOURS. THE SIGN SHALL BE IN LETTERS NOT LESS THAN ONE -N O 1- (1 v s oz 0 u--- F- SHOWER AND IN LAUNDRY ROOMS. FOUNDATIONS: ALL FOOTINGS TO BEAR ON FIR DIITURBED SOIL, INCH HIGH ON A CONTRASTING BACKGROUND. WHEN UNLOCK ThE DOORS MUST BE aA- ALL FOOTING DOI I OMS TO BE A MINIMUM OF I •. ' BELOW FREE TO SWING WITHOUT THE OPERATION OF A LATCHING DEVICE. y ALL RECESSED LIGHTS IN INSULATED CEILINGS TO HAVE THE I.C. LABEL. FINAL GRADES. NOTIFY ENGINEER OF AN UNU AL -1'4 46 CONDITIONS BEFORE PROCEEDING. CLEAN'A FOOTING DOOR HARDWARE: DOOR CLOSERS:WHERE PROVIDED, DOOR CLOSERS SHALL BE ADJUSTED TO CLOSE , EXCAVATION OF LOOSE MATERIAL. ., _„\N FROM AN OPEN POSITION OF 70 DEGREES IN NOT LESS THAN 3 SECONDS, TO A POINT z 3 INCHES FROM THE LATCH„ WHEN MEASURED TO THE LEADING EDGE OF THE DOOR. y n Eill TYF I CAL NOTES DOOR HARDWARE SHALL BE MOUNTED NOT MORE THAN 48 INCHES ABOVE FINISH .aIV— FLOOR. ''o • DIVISION 4 MASONRY O ill ALL CONCRETE MASONRY SHALL QONFORM TO ASTM C90-90, TYPE I. OPENING FORCE: THE OPENING FORCE OF DOORS ALONG AN ACCESSIBLE ROUTE a '1/4.3 UNIT DENSITY SHALL EXCEED 1 I Pf PCP FOR ALL UNPAINTED EXTERIOR SHALL BE AS FOLLOWS: 'a II I . ALL FRAMING LUMBER TO BE D.F. #2 OR BEI I ER. (UNO) UNLESS NOTED OTHERWISE. EXTERIOR APPLICATION AND SHALL CEED 95 PCF FOR ALL OTHER 1 . EXTERIOR DOORS: 8 1/2 POUNDS 31 2. ALL BEAMS TO BE # 1 DOUG. FIR UNLESS NOTED OTHERWISE. APPLICATIONS. 2. INTERIOR DOORS: 5 POUNDS-FORCE a LINEAR SHRINKAGE SHAL OT -'GEED .065 PERCENT. UNITS SHALL 3. FIRE DOORS SHALL HAVE THE MINIMUM FORCE NECESSARY TO CLOSE AND LATCH �� 0 3. GLU-LAM BEAMS TO CONFORM TO THE U.S. PRODUCT STANDARD DE PROTECTED FROM INCL D, WEATHER. THE DOOR PS 5G-73 FOR STRUCTURAL GLU-LAM TIMBER. ALL CONCRETE MASO RY SH A L CONFORM TO UDC STANDARD 21 -4. HANDLES PULLS, LATCH LOCKS ON DOORS SHALL HAVE A LEVEL OR OTHER SHAPE '61 � ill II) �,, THAT WILL PERMIT OPERATION BY WRIST OR PRESSURE AND WHICH DOES NOT ,;q' N MI ill (y 4. VENT ALL FANS AND DRYER TO OUTSIDE AIR MORTAR. REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. Ila ThRU VENT W/ DAMPER. I b I— ! 3` — MORTAR SHALL CO 1ST OF A MIXTURE OF CEMENTITIOUS MATERIALS ! U �� � �- 5. ALL METAL CONNECTORS TO BE BY SIMPSON OR EQUAL. AND AGGREGATE �' W Ch SUFFICIENT WATER AND APPROVED MANUFACTURED DOORS AND WINDOWS ARE TO BE CERTIFIED ACCORDING TO a ADDITIVES, IF ANY, h A E BEEN ADDED TO ACHIEVE A WORKABLE, ASTM E 283 FOR 0.37 cfm PER FOOT OF WINDOW SASH CRACK AND I I cfm PER g 1 0 I_ Z PLASTIC CON:-��' TEN# . FOOT OF DOOR CRACK ' SIF— i) 0 G. ALL DOORS TO BE G'8" h UNLESS NOTED. THE PROPOR : S rF SAND, CEMENT AND LIME SHALL BE CONTROLLED. WINDOWS TO BE DOUBLE GLAZED WITH A MINIMUM OF 0.5 INCH AIR SPACE, N MI SHOVEL COJINTS ' HALL NOT BE USED. MASONRY CEMENT MORTARS SHALL -t, 11-1 7. ENTRY EXTERIOR DOOR TO BE FIBERGLASS $ WEATHER STRIPPED. NOT BE USED. 0 it MORT PROP�RTlONS OF INGREDIENTS TO CONFORM TO UBC TABLE WINDOW AND DOOR U-FACTOR PER ( OSSC ) fl 5. ALL WINDOWS AND GLASS DOORS TO BE THERMAL PANE 21 -A �� OVERHEAD DOORS SHALL HAVE A MAXIMUM U VALUE OF 20.ALL MORTA " TO CONFORM TO U.B.C. STD. 21 - 15. THRESHOLDS AT DOORS: i:I . SAFETY GLAZING IS READ. IN WINDOWS WHERE THE NEARSTGRNT THRESHOLDS SHALL NOT EXCD I/2 INCH IN HEIGHT AT DOORS. RAISED O �(� VERTICAL EDGE IS W/IN 24" OF A DOOR, @ SLIDING GLASS DOORS, THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAY SHALL z _111 0FRENCH DOORS AND TUB ' th ENCLOSURES. 'OUT HALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS AND BE BEVELED WITH A SLOPE NO GREATER THAN I UNIT VERTICAL IN 2 UNITS c SAFETY GLAZING IS REQ'D. IN DOORS $ WINDOWS WHEN THE ,► G' "GARS TO WHICH WATER HAS BEEN ADDED SUCH THAT THE MIXTURE N (T) m — BOTTOM EDGE IS LESS THAN 15" ABOVE THE FLOOR. IL LOW WITHOUT SEGREGATION OF THE CONSTITUENTS. GROUT SHALL HORIZONTAL. (50% SLOPE) N © II U- I- SAFETY GLAZING IS REQ'D. IN PANELS IN SWINGING DOORS. H A E A MINIMUM COMPRESSIVE STRENGTH OF 2,000 POUNDS PER SQUARE MANEUVERING CLEARANCES SHALL BE PROVIDED AT DOORS, AND SHALL HAVE a k,.l I H. A COMMON LEVEL SURFACE. EXTERIOR DOORS SHALL HAVE LANDINGS THATDATE:OI-2cl-I8 10. PROVIDE OUTSIDE COMBUSTIBLE AIR ALL GROUT TO CONFORM TO UBC STANDARD 21 - 14. WILL NOT ALLOW THE COLLECTION OF WATER. EXTERIOR LANDINGS MAY HAVE v FOR FIREPLACE (WHEN APPLICABLE). PROPORTIONS OF GROUT SHALL CONFORM TO UBC TABLE 21 -B SLOPED LANDINGS NOT EXCEEDING 1/4 INCH IN HEIGHT TO 12 INCHES IN RUN. j DRAWN BY: f DSN 12. ALL WOOD IN PERMANENT CONTACT W/CONC. HOLLOW CONCRETE MASONRY UNITS GRADE N fm = 1 500si p t JOB: 11-1215 TO BE WATER BORNE P.T. CONFORMING TO ASTM C-90. MORTAR TO BE TYPE S. MASONRY CEMENT. .Q HOLLOW UNITS TO BE FULLY GROUTED WITH COARSE, 2000 psi GROUT. - SCALE: N/A 14. CONTRACTOR IS TO COMPLY TO ALL CODES N AND LOCAL ORDINANCES. a, SPECIFICATION 15. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL N DIM. W/ARCH., MECH., STRUCT., $ ELECT. PLANS. w SHEET: 1 I G. WRITTEN DIM. ON THESE DRAWINGS HAS PRECEDENCE4i OVER SCALED DIM. CONTRACTOR SHALL VERIFY $ BE RESPONSIBLE FOR ALL DIM. v x ‹