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9000 SW DURHAM ROAD-15 DAN GENERAL NOTES CIE&G- N CR7ERIA h I LID R=--lX s H E=-E' 1. THE TERM U.B.C. SHALL APPLY TO THE CURRENT EDITION GENERAL: CONS IRUCTION TYPE 5-N (NON--SPRIWLERED) OF THE O.S.S.C. FOR PRnJECTS IN THE STATE OF OREGON f �1�A. 11 OCCUPANCY GROUP E3 AND SHALL APPLY TO THE CURRENT EDITION OF bE TITILE EXHIT-S, f2/3VO4 AMENDED UNIFORM BUILDING CODE FOR PROJECTS IN THE OCCUIP-ANCY LOAD (T-10A) 100 STATE Cf- WASHINGTON. FOR PROJECTS IN ALL OTHER DISTANCE 70 PROPERTY LINE OR FRONT1 COVER SHEF I A E*1 f2/3l/O'-' -NT EDITION OF ASSUIAED PROPERTY LINE REAR: REFER TO ARCH. STATES IT SHALL APPLY TO THE CUIRRF 2 FOUNDATION PLAN. WIES ANU Lik-11AILS 44's 1116 44U 011. md LEFT: DRAWINGS THE UNAMENEDED UNIFORM BUILDING CODE. DESIGN 04 IN((-Tx'lJRA!ED ;441tj W li ri P130M BU111)", ST Ilk AND RIGHT) FLUOR P( A!), S i'-rc K W)l 11 PLAN NOIES ANIL) KHE[AAES IJSFD, IN VAW OR #1 PMT. 2. ALL CONTROLS AhD HARDWARE SHALL BE ACCESSIBLE TO ANn11-ER USE or, pp,I, syr f -0?11TFN i-t I ka, PFRSONS WITH DISABILITIES (1109.3) PLUMBING FLI-11.1BING OCCUPANCY LOAD (T-29A) 46 4 DEFLECTED CEILING/ELEC PLAN, NOTES AND SCHED.JLFS 3. LOCAL h-lRISDICTION 70 DETERMINE COMPLIANCE WIIH UBC QUANTITY OF PLUMBING FIXTURES 9 r_- EXTERIOR 41LJLI INTER!`-'R ELE�AIKNS CHAPTER 29, SECTION 2902 ANO TABLE 29A WITH REGARD ELECIRICAL: ELECTRIC SERVICE LOAD 200 AMP 3 PH. 6 MECHANICAL PLAN TO ADJACENT FACILITIES, MECHANICAL: VENTILATION OCCUPANCY LOAD 62 - DE T A I L S 21 4. THIS PRE-FAB BUILDING WILL BE ALTERED AND tDOED TO, THEREFOR REFERENCE CHAPTER 34 OF THE UNIFORM BUILDING CLIMATE ZONE ZONE 1 8 PLUMBING DIAGRAMS HEATING FAE CODE. TI-E EXISTING INSIGNIAS NEED TO BE REMOVED AND ILL RETURNED TO 114E STATE BUILDING CODES DIV'SION. AIR-CONDITIONING YES L STRUCTURAL: ROOF LIVE LOAD 25 PSF ul FLOOR LIVE LOAD 50 PSF 100, (D LL WIND LOAD 90 MPH EXP. B SEISMIC ZONE ZONE 3 PLAN APPROVAL NO, PENDINC, x Q: dat > 0B NAME- T�GARO B.D. W JOB SITE ADDRESS: Ile 9 CQ)0 0� SW DURHAM RD. T�r=te AFFI- r-'). 0-:��R 97224 OWNER NAME: TK:;�ARED-TUALITI" b- reHOOL [Ei)STRCT f COUNTY, WAS4 N GTON 01 G�t`1 roved Ins -0 '2 ' �� � � FILE COP ByAppOle 04 - 0 07 Durham Rd 9'il),1 81112004-00 I W' 2004-KM-07 Sao � vvit COPY cm LEGIBILITY STRIPII I I I II I II I 111 I 11 I II I II e 19 2 Ib 2; 2'2: 23 25 I1211 I 8 2AI 1 7 II2II ig 5 6- to 1 12 13 14 1 2 4III ' moth. of II 1 Now 6410z 25X 0 0Fm. 0w ....... irm—,791' 4 • c� _.. GEHERAL HOTES i�DE�O��O�JJ C I�7 ERI,A - �: S)HEEI` i I. THE TERM U.B.C• SHALL APPLY TO THE CURRENT EDITION GENERAL: CONSTRUCTION TYPE 5-N (NUN-SPRINKLERED) _ i _ Lq. °r14•"' Ary OF THE O.S.S.C. FOR PROJECTS IN THE STATE OF OREGO14 !A. RASA AND SHALL APPLY 10 HE CURRENT EDITION OF THE OCCUPANCY GROUP E3 T AMENDEC' UNIFORM BUILDING CODE FOR PROJECTS IN THE OCCUPANCY LOAD (T-IOA) 100 TITLE E)4 rtfs' li3litk t T L': rHI`E .y,..Nom.. +✓qwc.-..-w STATE C'" WASHINGIII FOR PROJECTS IN ALL OTHER DISTANCE 0 PFlOPEr2TY LItIE OT FRONT:\ STATES IT SHALL APPLY TO THE CURRENT EDITION OF ASSI-11-1ED PROPERTY LINF REAR: REFER TO ARCH. '2 FUUNDATIUN DRAWINGS PLAN, NOTES AND LIF_IAILS � �r> �•tt,1 ta.i Ir't f�EAS a ' pES�,N Mr`,Lt1F'�17+!ED �fRFIN THE UNAhIENEDFD 1,1NIFORI�I BUILDING CODE. LEFT: DI� � r1 rr• euat • RIGFIT. / FLlx�!R -t•!1, FLAN NOTES AND SIL EIIIJLES s�si IWC. N0 rs Api f0 F3 2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO --- ANY 011 USE OR PFWr'FOR 4 REFLECTED CEILING/ELEC PLAN, �XIT�; AND SCFDULFS wITHWI WRITTEN! AUTKA14 PERSONS WITH DISABILITIES (1109.3) PLUMBING' PLUMBING OCCUPANCY LOAD (1-29A) 46 .. QUANTITY OF T'LUMBUJG FIXTURES 9 5 EXTERIOR aND IN1EI�r_� ELE�A1IUNS 3. LOCAL J!�►RISDICTION TO DETERf�iIf�E COh1PLIAN('E WITH UBC CHAPTER 29. SECTION 2902 AND TABLE 29A WITH REGARD ELECTRICAL, ELECTRIC SERVICE LOAD 200 ANP 3 PH. 5 MECHANICAL PIAN , TO ADJACENT FACILITIES. - MECHANICAL: VENTILATION OCCUPANCY LOAD 62 [',EIAILS r 4. THIS PREFAB BUILDING WILL BE ALTERED AND ADDED T0, CLIMATE ZONE ZOfJF 1 q PLUMBING DIAGRAMS � THEREFOR REFERENCE CHAPTER 34 OF THE UNIFORM BUILDING HEATING FAE CODE. TIE. EXISTING INSIGNIAS NEED TO BE REMOVED AND RETURNED TO THE STATE BUILDING CODES DMSION. AIR-CONDITIONING YES STRUC T1,S AL: ROOF LIVE LOAD 25 PSF FI_pOR LIVE LOAD 50 PSF 1"ia Lo WIND LOAD 90 flfH EXP. B SEISMIC ZONE ZONE 3 `— 1 PLAN APPROVAL NO. PENCIING ( r t i ► A 1, C3 a Q u fb JOB NAZI �. JOB SITE ADDRESS: Q- 000 'NSW DLOR�-IAM RD. ... F lT IGARD, OR 97224 OWNER NAIYEr COUNTY' 0011 C��6�S�10�'�JJ G�'(0N V oq G�ty °jO\J 06 ���,ns , I - ey �s =00 - Q FILE CAP Lo I . I)urham Rd 90011 11 BU112004-00102 I � 1 ref R 2004-KM-O7 `lOeO S!AlPOft NM,`7 COPY .::.. ....... .,cn•hW�YAYWM4�FSd1'W.v . , �„ , ter,YetiliM'T4'•,Tr: ,' te..'!h'!9t i+k:pmwYihtl�". "�k''Yt:rtlwt!. 4a+;'limC4Y'J°�•• ,«.�' .` CITI Iii n lnl VIII{III I�II',,,I,IJIIIii IVllllll, 'i•i'!•i l i,i :t:'li : l I II II I l 1 I 1 I a.c'.C: .r .. _, ....,:i, LEGIBILITY STRIP t0. 2 3 fi 7 9 10 1 12 13 .aCmcm hl I tIIS II 1'7II t�nl iI llll�lllf1I 9III. II 2i I0 Illl�ll2ll I1IIIIII 22 213 1 3 I VIII!{III I IIII I IIII` IIII IIII IIII illi illl 24 25 26 27 28 29 30 25 X r OI HOW WIDE11111111 i-ILIIIIII!,ldflih :d t u4uLW1w1wkLu Zl�w -w� III i I I I I I I I I I I I 11 1 11.11111 O e•MOVION 11111* t, qd- •tf d'y j rb:.. 'I 11 f F . . ,,. ... .' . ... :. ., -_ .'w+w#F+d:ei.,.b-w.. e..rW.r�--'�' .h.a+,..-,i�g.... ,• err. ; r ``1 F (3) 5 81-0 'T — -- 18'-10 3/4" � ----- 30-1 1/4" 2 SIM, 2 FOUNDATION NOTES I r _ -- — _-- — -- — — --- ------_-- __-- _--- _--- _-_-- _ - -_--- -- , I. MINIMUM SOIL BEARING PRESSURE • 1500 F.S.F. r- -_ — — -. — __ — - _S� — — — — — — — -- — — — -- — -- _ -- -- -- - - _-_ _-. — -- — — — — — — — — — — (REMOVE ALL ORGANIC MATERIAL UNEIER FOOTINGS - 8 FREF'ARE GRAUE FUR IJ411'UkNt B3 ARIN 6( _ ( 2. VENT CRAWL SPACE 1 S.F. FFR TFC! $.F OF Ft 24" x 36" x P.E00 GALV. I �� ,/o 3 AREA WELL W/ 24' x 18" - -- AREA Uk AS 904N. I1J�IALL b HIL, VAI-UR BAMIER. ual L' 3 SCREEilED ACCESS - vFPIF; 2 I I 2' LOCA IICIN I 3. ALL LL1.IBER IN CONTACT 'A'1i11 GRADE SHALL BE ItdTERIOPE 1RGATED /n i�; �.1 1 - I � , .. _ I US i S " ELI NUI bE 1 .I . tr I•Iivj. , C v (�'r 4 x 8 / \ / \1 / \ / \ ' / \� / \ x 8 / ^ \ / \ I ABOVE GR'.pE. � ws �, UF 1 OF 02 \ , / \ / 4. NO LESS THAN 48 HOURS PRIOR TO 0163GING N01IFr ITP LOCAL UTILITIES J-- INTENT IO DIG- EXPIRES: 12/16'04 I EXISTING STRAWALL & I j SIU. BEAM POCKET I ( CONTACT DFSIGN ENGINEER FOP VERIFICATION OF -- -•• - - •°• •r 5 FOOT IDG CAN REI"1nRJ --� OR P.T. 4 x 4 POST FOL11DA11C14 r 1JUIRENIEnT�' F%R S + 2 ADLI f� L�:-EU Ui� 1,r,pJ`=)_IAL ~ . 2 4 ' 2 ASS REQUIRED)D) )NGS I ( SITE CUL)H ICINS. L>t 11•f1diS SIL1. 2 2 F. � r , r , , tla� tj� „,n ICF IDft ,rt I FO111'DATION DESIGN BASED CIiJ� riC�'p�itr.if'��' .:iRATED I�I +•. MaoEPN L�.,Low� %TSi1EMS, OIL, ArID K NUT T^ Et: I I TOTAL ROOF LOAD 37 P.S.F. USW BJ Wi[xE OP 91 PART, FOR \ \ \ �' \ me OTHEW USE L PROTCi �C13 , - All (2) 1-1/2" x / 1 / 1 / / — / ` 1� / (2) 1-1/2" x / / TOTAL FLOOR LOAD 60 P. F. T'�r' ,,' ,,, '.L19arTIZATIaN. ---�- /7-v4 L.V.L. / / ` I WIND LOAD O i•FH EXP. E -ter / / / / / v4 L.V.L. / / / / / SEISMIC ZOr�E 3 L \ t \ r 9 \ \ i• \ J 1 CONTACT GESIGD ENGINEER FOR F0!JNDA.TION 4�1 °4 2 DESIGN FUR OTHER LOADING I ON4UI FIONS. — r I-- 6_:('. .----- 6'-0 6'-0" 6' 0 6' 0" —.— 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" I I 4' 6.. 6'-0" 6'_0` 4'-6 I 7. ALL NAILS TO BE GALVANIZED. 8. CONCRETE STRENGTH • 3000 PSI / � \ / - I \ � \ -JN J ` �` J \ � \ 46X AIR ENTRAINMENT L —r - - _4 x 8 �-f�-1 —__f�I 1 _ / I _ — I_�_ / I I / x 3 _ / _l �— - / I 5' MAX. SLLtFE' �, u DF 1Tom— • �� — - STEEL YIELD STRENGTH • 60000 PSI ~� 2 9. CONNECT STORM WATER FROM ROOF WTTFRS AND DOWNSPOUTS AND DIRECT AWAY FPOM BUILDING 2 \,--AT '''ERIFY INTERIOR FOOTINGS I 2 8" x 16" SCREENED FOUNDATION I I PAD TU All AFPROVED DRAINAGE SYSTEM. • AT EXISTING FOUNDATION 'BENTS - TYP. (7) PLACES --- L� iD I I ADD/REPLACE AS REQUIRED I I VERIFY LOCATIONS -21 cc�,J, ru: I Ij 1 (3) 04 x 12" REINF. DRIVE PINS SIN1. EXIST. STEMWALL NEW \� 2 AND FOOTING ----a IN I SET ADHESIVE EMBED 5" 2 1 VERIFY EXISTING MUDSILL CONNECTION EQUALLY SPACED TYP. 1 ( - AS MIN. 5/8" DIA. A.B.'S AT 4'-0" O.C. --j �' A00 5/8' DIA, x 7" WEDGE ANCHORS -� ! 1 �� TO FOUAL 4'-0" O.C. SPACING i ; , I� FOUNDAT I ON PLAI SCALE: 114" = 1'-0" A C ) 2 3 12d TOE NAIL EA --L.V.L. RIM JOIST - SIDE -- TYP, ' / ('OHC. RAMP OR- T1•n BELLY SAND / LANDING _� Q AT V D.C. NAILS— 13 -- ---- - (1� U 12d TOENAIL AT-- ` r — 12' O.C. u' GA. ROLL FLASHING (4) SIMPSON CSfS W/ Y FQia;.+tlpd VENT (4) W's EA. END ` .� g AS SHOWN �� 2 * 6 P,T. MLOSILL W/ 1/2' . 6" x 6' PLr1YD, 4 x 8 OF •2 112' P.T. PL)W000 C SIMP, MA6 AT 3'-0' O.C. GUSSET W/ (4) 6d — (2) 4 x 10 POSTS W/ 5 GA. x 2" -AND 1'-0' FROM ENDS EACH MEMBER (2) SIMPSON PA18 AND CORNERS ,- --SHINGLE W/ 18) NI)'s - STAPLES Al 6' O.C. \\ 4 x 4 POST / SHINGLE VGUSSET W// 5 xGA. .�2"x STARES 1 r (2) N. BAR TOP a BOT. '4 VERT BAR 151 •4 KEBABS x i _ �- AT 4" O.C. TO EACH MEMBER • ----—A1 48' C. sf��� 3'-0" E.W. - - _ I. \----ExISTING w IlT��T''}}11}}''��'' a *'�, o e MIN. 18` DIA. x 8' GP. '•e e O e e -- _ AID MUT)S�OOTING. STEMWALL 07 FM Sum� _ � j • e ' • • �• •d ( pmTf}���— ntp _ o CtlPE. FOOTINT oe e o o • - - �� �IIIII- IIIII _-_ � . �.— .,�--� a,---� � + .^ � ���II�I�I_ •{' ��IIII�III - f ' I11 Im 1 Imo- - '-II-'I� --,r- - I - _ • -� V1 �Illl _Illlt��l )III ��"" lllll illll (1111 VIII 111IIII[= 6' ilfil TTTi_ _ t flil _TiPI— TRW__.1m_ 3 6_S0. "--FIRM UNDISTURBED NOTE SEE-DTC--i1-2-F(-P-1. LF11�1 UNDISTURBED 504 _ - ----- SOIL TYP. NOTES a DIM. �1 TYP. SIDEWALL FOOTING / 3 MID-SPAN FOOTING 5 COLUMN FOOTING FOOTING AT LANDING 9�� EXISTING STEMWALL (IF REMAINS) _- VU- 3tv t n 2 SOME air' t-0' 2 sr.&E, 3n' T-0' �— S ulE' Lr• t-0 2 Y.IIF ur -0. I 4, V IA EXISTING SIDING---- 2 DIA. M.B.'s W/ WASHERS -� SIM. r-_—BLOCKING AT 4-0' OC SIMPSQJ LL.P26 TIP.- 2 3 AT 6 a' 0C. & 3.4• FROM ilU SILL - ENDS (ADJUST SPACING AS 1 L 4' - -�--r PEOV TO AVOID JOISTS) T -x 3•-4" DEEP RECESS CONtER FLASH b SERI ' T- , • +:i _--- -- AT EXISTING, CONCTTE I E—� \ i .E___ - —ACA P.T. 2x SI OCK ING � 1- GAIV /+REQ- WEII_ ,R�,rw.s• DBL. RIM JG1sT - �,. - 4 -e HOG AT < a e• o.c ---''�.--. .- 1 ( � OR P.T. z x 9 i • I ._... --- ---'. V2' P.T. RTW000 W! TFn BELLY BMa =_ _ e=_ d___-_ ExISTIrr cow 1E _ ---= AT 3' O.C. '' '• r T `'T'�' - - -MIN. 24' x18" ACCESS �`__••�t- _ d~=s'_ _ - FLOOR JOiSTC —FIELD INGEAIE ANY GAP AS REO13 -` \ izd TCF NAIL EA. - / '� n u FOLRUATION REBAR L• •' \ �.- 11 It RIPPED P.T. 2 x 4 -- t SICE - 1 YP. I n Z n O I W 1 x 6 P.T. MLQSIII_ Wi 4 F incl � SILVER SCREEN ACCESS \ �t I W/ 12d AT 5' OI - 51tif' MAf� At 2-0' G C. --- -- AND 1 0• FRC1.1 ENns �l�lhr�-F = DEPRESS FOOTING IF --- -IY-_---_-__,�-- AN) C4* RS , - -_ RAVEL-- \� REOUIREO TO MAINTAIN -------------------= F.T. 2 x 6 PLATE W/ -- 18" VERT. CLR. r V2' DIA. x 6' WEDGE a Y - h1RJ. ffi' DIA. x 9' 0P.- COW. F. ANCHOR a WASHER AT CONS. FOOTING ---- ro I 4oD.C. a 10 .. � � � s � p .• ♦ •-.� ♦ ;-.�', •• ENDS - NOTCH l.:d L. l \ 4LD 7 * 6 BLOCKING, M IDmil ' y. e,o•o d. 'm,o r _ - T - _ i GROUND CLA(h' 10 BE LOCATED DIRECTLY AS REOUIREO 1 \� \_- '- tl •i °m•ice. o' °e•o': - il _-- - N- n •. .t�!n••. - BELOW ELEC. PANEL(S) SEE FLOOR PIAN EXISTING 6' COW- - �-_CONT, 26 GA x 1-1/2' • i-V2' — IIIi" i111�IIIII FCR LOCATION OF PANEL(S) STEMWALL W/ 9d AT 4' O.C. EACH hE-iBEP L11 N6 E+ SEE DTL U2 FCR ''" �iI111TV, NOTES NOTES A DIM. r , i tt I- ; 2 TYP. ENDWALL FOOTING MARRIAGE LINE FOOTING s CRAWL SPA�E ACCESS GROUND CLAMP' DETAIL � SIDEWALL AT RAMP-' 2 VALE LP • ro' � KNF 7'r r n' 2 -- SOLE• Lr• • t0• 2 c^qE I/V - r0• � -- -- Ie.- v Durham Rd 9000 suLE +tn • 2004—KM-07 RI iP1004-00102 2 cif R ���' t+l i+n sill il , , +U1 tli: I Ili: 1i11 III! ;IIP II III{II IIlillll ILII{Illl )III IIIIIIC)III )III IIi LE(31®1L1TY STRiP 0 3 4 5 6 8 9 1 0 1 1 1 2 1�3 1 4 1 6 ' Ily I IIt1! I 19 I 210 21 I 212 I 23 I 24 I 25 I 218 12I 7 I 2!I? I Zip Qnm.+tm of HON) sy,oe ,�1��lt,l�.. 1 ��1�1��,�,1� . � ' �•i��,I�t�,�►,�� a�lalla ' , �.' 1 °e �} S i 25X .1 (° N _ _ t ,..,. .,,_ •'.. . . ..,., - -. , S' hp'bri>�wrii..,,,xd ,,utea?y.'p4+ilb`11M'M•*'r41'", ,. Sw�:,.. -.i.:r��!,�rdc�419 , 4Cidiw,•FG,rMA 5+W1' ".,4. .-r>iS � tf�4.a,„w.:;ax,. T l 1 (t-) ) 4) 1 5 ) 81'-0" 1'-10 3/4' 16'-0 1/4' ':4 i" 32 tJ 12'-5" 5'-6" 8'-5 74" 11'-3 112 4'-10 1/4" 4'-0 3-6 5'-0' 8 0' of o a FIELD INSTALL (2) SIMPSON (� ✓ ;t v`t�� �f ,�a� r; � i•1ST126 1W/ (13) NIO'S EACH Uy 1 t END ACROSS JC�N t TYP. I _ _ rl - --- — --- - �~.// --- ADDITIONAL WINDOWS MAY BE ADDED. of ► EXPIFrE.S: U.IA04 VERIF, 11,1111, ARCHITECTURAL SET, ,.,I 1 � I - �r1j - I ,. ...... 9 14 L Q I I i I ?USE or D=Mws TEW. I I C^ :t_ tit MCI 1'11 o Mn 7 7 I I I OLS • 1k WATF"D F*W IS --� -•- srs1._ INC. AND tS wl Tr' rC ' '� 'AD. IN wI r,'WF OR 14 PART 11'04 ;71 7'S [ ANe rlT►Ft> 4?F dl PIiUICI •''t:_`.'-` Irv~ r�, I WITfi^ .^ , (2) 2 x 6 POCKET STUD 8 13@)\\ I CLASSROOM I o: —� 4 U, Li �l 5-1/8" x 13-1/2' G.L.B. RIDGE /8 -- a i RU TR �' N 24f V4 C•3/8' _ I _ VCT �.V ; r� 7 a 5 - r., m IL VCT SV m > n NOTCH EXISTRIG (2) 5-1/8' j I (� G.L.B.'s FOR 2" BEARING - d G• 44' HIGH PpNY -� �, 7 I R r -)-J: L :� SEAT - TOE NAIL A/ � V I WALL W/ CAP �� _RANGE BY � , �-N I — --_— (5) 12d EACH SIDE G OWNER lie - }�,, x• iF C13 I DISHWASHER I ^+ I , �? '� u- � BY OWNER 7 7 ` 0 1q I I ` 5 6 GAL. 7_p 4 ' 2 I 12 7 1 WTR, HTR. �c C6 E2; I 1 �� I �. � o, nI r cr -S 7 7 -- --- Lr) 71 Ln ~._ /� , _— C • ' � O � 0 SLOPE FLOOR 2'-0" AROUND FLP, DRAIN I �\ SIMPSON CS18 V✓/ (6) N10's MIN '116" SLOPE TYP. \------ - (" jJ x 3 a' a'-0" 9'•4" 8'-8" 4'-0' 11 4'-0" - it'-5" ;, � - - EACH END - STUD t0 RIM \ 'i ___-- -- -- _—_-- .-- - . ___ _ _ TYP. AT (4) CORKERS x ,7,_11„ 20'-4" 24'-5" SITE BUILT MUCJULAk FLOOR PLAN _ FLOOR CONSTRUCT 141�J CEILING NOTES SCALE 1/4 � 1'—��� FINISH: SHEET 41NYL AT RESTRO(Y-IS, CEILING HEIGHT: 8'-0' (U.N.O.' Z r� ACT AT BALANCE SUSPENDED T-GRID Wr ACOUSTIC TILE_ � �\ --` -- '- ---" _-------`-'— — FASTENING/SCHEDULE MINIMIJA NUMBER OF NAILS FOR WOOD MEMBERS -� ODOR SCHEOULE DOOR ROUGH tExCEPT AS NOTED oN DRAWINGS) BASE' 6• SHEET VINYL COVE AT RESTROCIMS. REF: MFR'S INSTALLATION DATA) , a" VINYL AT BALANCE (� - RO. HLIWR FIRE HE REMARKS OPENING SCHEDULE - - INSTALL SUSPENDED CEILING PER LBC STD 25-2 WIDTH IGH THICK. NMU CORE FAC[ FINISH 51 111E MATL:" NIS FfTOAT T GR' RATING ---- CONNECTION NO. / SPACING UNDERLAYMENT: MIN, 3/8" CCP AT SHEET VINYL t 3 0' 6'-8' 1.3/4' AIDS HM NTL PT �*� PT 65/8' G 1 4x6 OF •2 FLAT —_ — EXTERIOR DOORS -- -- & VCT AF?EAS ATTACH LIGHT FIXTURES TO CEILING GRID W/ 2 3-0' 6'-8' 1-3/4• LHOS HM NTL Pi tHt+rr P1 65/8' G 1 - 4,16 OF •2 FLAT RIM JOIST TO FLUOR JOIST 3 PER JOISi • r --- 4% 13/4' ROb HM M1l PT_ N+a) PT 6-5/8. ", 1 4x6 OF •2 FLA' KETAL ()DOR W/ HOLLOW KETAL FRAME IwE1OE0) (4) 6 x r STSM SCREWS _ A R0. WIDTH CALL sIn • 4V2 � JOIST 10 JOIST 2 ROWS AT 12' OC Sl-IBFLOOR: 3/4" APA RATED SHEATHING ATTACH HVAC LtFFIJ5ER5 TO CEILING GRID W/ Q Q 2 4 3.0' 6-8' 1.3/4• IRS FM NTL PT W40 PT 6-5/8" G t 4x6 OF 02 FLAT - RA. 41111W uu SIZE • 2•v8' d (ACTS AS 1 PERM MAX. VAPOR BARRIER) (,;) 6 x t ,TSh1 SCREW_ C 5 3 Q' 6'-8' 1-3/4' LN 4C V co w0 CO 4 3/�' t 2 ---- BLOCKING 2 EACH END * S �u 6 3 0' 6'-8' t 3<<' LH FC WO Lb w0 CO 4 ?/4' 1 3 DBL. METAL DOORS W/ HOLLOW METAL FRAM (WELDED) - --`" - - JOISTS: 2 x 8 OF •2 8 F3TR AT 16" n.C. LIGHT FIXTIJPE5 SHALT_ BF INDEPENDENTLY R0 •:1014 CALL SIZE 4•V2' STUDS TO 'LACES EMJ<t NAIL 2 EACFI END AT 2x4 i i o' 6'-8' 1-3/4• � � wD cG wo CO 4-314' 1 3— - -- ---- --- — SUPPORTED BY 12 GA. WIRES AT R.o. rElo4t CALL SIZE • 2 vS _ StWs TO RATES - ENO NAIL 3 EACH ENO AT 1x6 RIM JOISTS: 1-112' x 7-114" CONTIN. LAMINATED EACH CORtJER 1�> stoREFRcnit 1» — VENEER LUMBER (ER-x.979) NOTES A CAULK AiID SEAL ALL EXTERIOR DOOR 3) ALL DrIOR LEADS 4.1/2' U.N.O. C Ro WIDTH CALL SIZE 4 v2 BLOCKING 2 EACH END � L,.�Stry�TI� 2) kL ExIT DOORS 9`1ALL DE OPENA�E FROM THE 4) ALL DOORS TO HAVE A CFEW40 FORCE NOT TO R.O. IfIOHT CALL SIZE 2-VA, JAMB ST1:0 TO 4x (FADER MW. 4 EACH ESO OFFSET RIMS: 2. x 4 11� fJ> INSIDE WITHOUT THE USE OF A KEY OR SPECIAL EXCEED 5 POLIKK JAMB STUD TO 2x HEADER MIN. 2 EACH EMO ROOFING: FIBERGLASS COW, SHIWJLES OVER H F r 1 TIMELY SPLIT MEDIA [?DOR INSULATION: R-19 U (CELLULOSE) (2) LAYERS 15• FELT (MIN. CLASS B) u' KNJWIE'[1t,E OR EFFORT IIJNO.} - — _ C7 RO wrot4 caL SIZE • vv4 � STUD TO STUD (CRIPPLE• ETC.( 8' 0..;. pnTT'�i:1 CLOS NiUP IN FIRSF 30' PER UBC TAF3LE F B 1 HAFUWARE SCHEOULE R.O. WWI CALL SIZE • I SURE: FS-25 1FPER TOP PLATE TO LOWER 2 EACH SIDE OF 5710 METAL DOOR WITH WOOD FRAME (PEASE 8 STAIILE•I TOP PLATE EXIERIOR WALL-cm TRUCT0 �.> FEPM CELLULOSE) W! FS-25 GR(IY 82 GR(UF` "3 GROUP 84 (INSWING) Ro. mor.4 CAU SIZE • 2' MAX. VAPOR BARRIER) �t BOTTOM PLATE TO FLOOR 2 EACH SIDE CIF StlO R.0 HEWT CALL SIZE • 2 FINISH: 1/2' 11.11 HAPDBOARU W/ 8" VEF"T. IV? PAIR BUTTS W2 PAW 81JTTG v2 PAIR BJTTS -- SHEATHING: 7116" O.S.B. (24/16) - -..... .•.. . _... __, ..,.�.,, PANr,4 1 w/ LOCK LtYISIOLEVER OASSW IrVILAAEv(A F"AM, METAL IN") IT. v VV(1t)D FRAME (PEASE d STANLEY( RIM JOIST TO RAFTER 3 PER RAFTER GROOVES AT EXISTING nrtSfR WALL STOP •2 (GLItSWIMY) FIT. :v10Ta CALL slz[ 2' RIM JOIST TO TRUSS MIN. 2 PER TRUSS MIN, 7/ro" TI-11 W/ 8' VERT. GROOVES FRAMING: 2 x R DF 01 8 BTR AT 24" O.C. R0, ►flo4T CALL SIZE • 1'2/16• WF A tlQ15 ARP rxtn BOTTOM PHILLIPS DOOR •P7 (WESTERN STEEL DOOR) RAFTER TO RAFTER 2 ROWS AT 12' O.C. A W +! V2* MAX AIXk'.�Rf C EXISTING SEAMS: 5-118" x 34-1/?.' GLU-LAM BFAf+15 F R.O, WIDTH c•i ;IzE • r BLOCKING 2 EACH END SHEATHING: NONE OVERHANG: NOiJE MATCH VEiJ1 SB'ACiMi i nTf sHn D i R.�. �Ir,•4t CALL SIZE r 2 x 4 LEDGER 2 ROWS AT 6' O.C. r1 STUDS: 2 x 6 DF STIM GRADE AT 16" . .I_. i - —I i£tAl_ DOOR P.O. HOLLOW ti£TAL FPgi-£ (KNOCK OOWN1 2x MACE TO RAFTER 4 AT RAFTER ROOF PITCH: 2, IN 12 1 _- _--------�- - J C o. wlotH r,Al� s12F • 2• INSULATION -19 J (FIE�RC,LA55) ` P.O. 1{11)11 CAL SIZE • r NOTE: ALL FASTENERS ARE 12d (131) cr ( L— - INTERIOR FINISH: 5/8 V.C. GYP. 80. NJ INTERIOR DOORS FASTENING_____UN(y (ACTS AS 1 PERM MAX. VAPOR BARF'IEP) ABBREVIATIONS sTA.t�AE�.�AI1j11"r h AL ALUMINUM CO COLONY OAIr. HC I"_t.JW-C(F£ mI -i•ETAL SC SOLID CORE VWS VINtL WIPAP Sly HOLLOW / SCUD W!� DOOR W/ WOOD FRAME FROM MEP-272 SEPT. )997 L.IA I A LIST � AIT ABO%X_ FIN. FLP CS CALLK A SEAL HM HOLLOW METAL NRW NARROW BITE) SF STOREFRONT WD WOOD R0 )•10TH CAC. e1zE 2' _ SKIRT: MATCH SIDING PA BRONZE AMtIZED FOL FIBErZOLASS INS INSL.IATM. PF PREFtNI9fO STN STAIN WI-D WELDED 1 R.o. IfIo4T CAL SLM • 2ve - � tom. L_Fnr,TH �jERIOR �yALL COP�STRU(.TI N SO. i-001AGE. 2262 5,J By BOTTOM VENT FF' FArTORY PRIMED KD !NC" DOWN PT FAiNT TIM TIMELY FRAME -�---- --- — -- �lR C_DAR FLIT FIELD PAINTED LH LEFT HW:[i RH RMT HAND TMP TEMPERED ry TIMELY FRAME EXT. WAiA. LIN. FOOTAGE: 2V3 L I -- - I L) FLOOR SHEA7HItG nLnrxFn) CxR CLEAR Hl8 Hti;'f)HOARD LW LEFT F1AMb REv. � ulCxaT (LAND REV TTP tAF'♦=. TEXTURE, PT Ro WIDTH CALL SIZE • I-V4' - STUDS: 2 x 4 I-iF ;'TU R BTR AT 16" O.C. IU,N!J.) p.n. HEmHT CALL 512E r 3/4' COMPLY 6' EDGE V I,IT31 2-112 INT. WALL LIN. FOOT ApE' S8 ILLI r� [1' FIELD SCREW5IIANK INTFPIOi� FIN17H: 5/8" V.C. GYP. BO. PROJECTED if---OF AREA: 2300 S.F. ri DOCKET DOOR -- R0 WTM4 12 ■ CALL SIZE) 2 -- - ___ - -- 51❑UG FALL Jas SL,PPoRTE❑) --- EXTERIOR NtyES m WINOOW_ SCHEOULE R0. ,fla"T CML SIZE 7/1F,' 10 518 11-t1 L. EDGE 6d (099) 21/4- CC1�NEr� BAT'TS: i x 4 CEDAR OCCUPANT LOAD CALCULAT TUN --- - - BI-PASS DOOR I - 8' FIELD GALVAN17ED FA . QTY. WIoTIi ►£ItafiT itFE 6FJ11£ 0.A55 SC MIAX. IJ MiN. INIER'C1:TR '-EALIER _ hEitARk; — R0 WIDTH CAL SIZE it _ ..__ —�-- --- 1 _ Ex1ERI0R —__ _ F Rn. Iflci+T uu slzt eve FASCIA, 1 x 6 CEDAR PRESCR-M CLASSROOM (%0 S.F.I!(20) . 18 L,) 1 6.0' 4-0' XO vINCL [:.UAL r CLEAR .57 54 V1WS I x 4 CDR 4x6 OF •1 FLAT ?41:F CATHING IL�Cr'� A _ . _ _ _. --- --_._—_ 1 x 6 CEDAR PRESCI IFTOI (492 S F) ) • 50 _,...L..Y:• •, L-0' 4-0' XOVINYL DJAL I CLEAR 57 54 VW5 1 x i CUT 4x6 DE 2 FLAT BI-FOLD DOOR 7/16' O.S.B. 4' EDGE F GA. 2' B PGE' (�)U. TO' FXD vNYL CAJAL/CLR/TMP 57TK_ vwS 1 x 4 CDR 4x6 IF 12 FLAT --- 5 R.O. wKm+. CALL SIZE 2- 8' FIELD STAPLE KITCHEN 090 S.F.)1000 1 -4 4-0' Fx0 YVD (TE-WAT SE_ R N FOR EMffRINr— Po ✓4094T CALL SIZE SIS• FOPS" GUTTERS: 5' K LANE (PRE-FINISIIED) iEv T 0 - F A T CPTI(>rJ: 4' E06'E 8d BOX 2' RESTPOCIN1 - ---- (120 S.F.) - -_- -•_ 0- "'AiNOTE CAULK Ai17 cFAL ALL EXTERIOR WI`�ItiAS NOTE: AI_I TRIMMER HE:GMS P.O. CALL SI.7E 1-112 8' FIELD CJVdKJF>PCit_IT S: 2 x ?" F?t_CT (PRE F1N151 IED) T 01 AL- �1�? F. •- ► �f ' LLT ian, cl 13(j"2004-00 I A P..'• 3 T1f 8 ; ,Io 1'v"".'. -'. - .. n...i . i.:.. + I�MAlIM4uwau.a+tti(M., MPM :w'.'NIS.Y,.a.r..:r.. ..••};V'lit^.rip._' tZa dyK1l• ;,m. Mm .I e LII' it" LEGIBILITY STRIPI I a Io 4 2S 26 27 2IS 2a 30 ? y IOrn0.1 cm 1 2 3 4 F 7 A 9 10 ! I ? t< 17 16 19 20 21 22 23 r , HON( Sul or • I ,I a d k� : 1 ;Ti•I, 1 Y WP PC WP PC ��F r , Ali�,� Skil A 5 R -- - r- 11 L� F x 1' ' --- - ,, 1 ' 45 _Ix A19 Q E. D �- A a LIED DED X G1 - - A15 A17 rhe °E9� - A3 yLFT -� • '� Al �:�' A19 A3 A; A3 -( f- •86 A. 0rz; _ T ' FIC INES, 12+3100. t J T M - / A9 - E OF I.MMEN4TS 145 W( L NI IVX] IW IFAS AND Al �I G� I i `•� -- - F19i I! IDEESIGNS IIJ / X�AIfLLI BJlPN1Ci S if 51EMS, N!'. 441 IS ►'X11 10 FIE t�'•r91 N WFOf ON N PANT. fOR L ' i 11,A II'.�AtII,OItIjA�110N L Ilk T I. . , _ _ _ 5 _ A2,4.6.8 ' � 1 (T 0 I cn IA Al Al ; A: I rrnn G a A_ 7 (5 1 YJ •• Ail L220 - - ,Ll Ga u- • VA ,20 A 1 ay �- Y rr L7 ;\11 A11 AS A5 A21 •4 I t I - •.• A5 _ 2 GF I_ 2 l T T T T - - - - - { T I 1 a f? 1 t A21Li j7 1 -- -- — _ - --- — �- -- —--oc� - A2 A21 A25 X11 R E / ELEC PLA I F [_ 'u- SCALE: ECTED . 1/4" = 1'-0" _ :SYMBOL LEGEND w 2' x 4' FLUORESCENT LAY-IN FIXTURE `ELECTRICAL NOTES d� Y� Il_�! (31 TUBE 32W T8 W/ ELECT BALLAST o CONDUIT+ y.. 2' x 2' LAY-IN SUPPLY DIFFUSER ■ METALLIC AI`JD M.C. CABLE j } NON-METALLIC SL+T=ATHED CABLE - WALL MOUNTED LIGHT FIXTURE PC - PHOTOCELL �'� I WP - WEATHF`PPROQF ` I c�) D-ReX RECEPTACLE .AT 17' A.F.F. 11j.N.0.) --- '� GFI - GROUND FAULT INTERRUPTER WIRING LEGEND ELEC. FANEL N WP • WEATHERPRGOF T - TAMPERPROOF FIXTURE CLDR 200 AW MIN. 2' EMT CO")L)lr W/ 70/208V 141 3/0 04• -0_I Q� 220V RECEPTACLE POWER NEUTRAL THREE F", �In •c BARE Cu ' RECEPS PI_UL OR WHITE VVI SINGLE POLE SWITCH PURPLE BLACK STRIPE - �., THREE-WAY SWITCH WATER BROWN WHITE HEATER STRANDED G JUNCTICNeI BOX SPARE TAN WHITE SOLID LIGHTS BLACK WHITE W/ • BARE CU to- - —•c BARE cu TO WATER BCM�1 CHASSIS 10 THERMOSTAT AT 48' A.F.F. TO TOP OF CONTROLS OR RED RED STRIFE _ C FIRE ALARM (RACEWAY JNLyI NORMASWITCH ORANGE ORA ONE-LINE DIAGRAM — } ---- No SCALE�) VISUAL ALARM (RACEWAY 01�Y) DL ZONE YELLOW •82" TO CENTERLINE NOTE: ALL WIRING TO BE MIN •12 D PHONE BOX - CONDUIT U' (RACEWAY ONLY) n DISCONNECT CEILING SEISMIC BRACE n M INDUCT SMOKE DETECTOR CAPABLE OF SHUTTING MECN. UNIT(S) DOWN WHEN SMOKE IS SENSED Durham Rd 9000 , © AUTO-sHlrrpowN RESET KEY SWITCH B11P2004.00102 4 4 of 2004-•KM--07 '�,"' '-uww`-'�'1MNa�.1�E-,. ... ,.r. .. R ..,:"^w�wr►'uwram',n. �...,..,n. �:,. ..., .. ..., ,.;.,,,, 1 .,. �. _ ,,..a•"► v.T.+'#�*?m.. .. •+wr.-...r...w...- ,�..�.-w rn•-.•..-. _ ..... •�.-._.�.,..--..—...�.w.r.. -..-+w-•wewn n..w...nr _... �ti.,,.,- ,. .- _ .... ,. 'q�•-+.Oli�6+e. ...- " III!I !III ;�..: I I 1 I i i .,.._ � � I... �i 1 ��r ..s. ._r,'P"�.J::r.u1w:>w..w'���b;�m�,r�.tng4' ,.!j, ;q... i.., � ,,, ,.�•r": Om0m.l m IL�IIII IIID l�Ui IIII IIII I 1111 I11 illl 111' ""llh 1 IIII IIII I 1111 111N I IIII IIII'IIIIilll I II. II I LII'I III1111'! III!(ull�ll!I f:1'II !Il 2 IlLEGIBILITY STRIP 10 f l 2 13 14 0 0 21 2�2 2'3 24 25 2lI�8n27ll Iu218 lin�fnr�li!I�1111� ,? 2d .9' a � 25X Yi LO I 1 01 MaNI 6 102 4 rlilts I i I 00 _. w_-,,. A' _ -' ... �. i ,f>� .:• � ...'. a .,..�- vNe '..«:.... r.\ ur. .. .. .. ... i..., � .,,., � r ., .:r.. ...... ., _ ... .r.. ..,.. .. �.. - .�. .. .. .. ,. yyyy .... ..i. !r.'a!,M4aw!•tiwuv hMF y,ip,} i�... „'Mmbw,t .� 4 ,wtr n o•rl+Yil Pol MI.'i, w:r h.L.r A YN. �x'.,n�M�.m �.14p 3 „���� �r .. .,..- I� i A.) !8 t c r' I I ]T! a � . - ( /+ RP,to ENL SIDE ► f t7TS v;,tt017 wRIrtEnl AUtKjlulntl�' . ..r.. , 1111w r r I TYP. INSIMA jrA A t ICM!s AIL � ( � I I I � --_►P.EMOdF R t:�:�I r;,t•� rI CgMP BATT TfF. Uj r f I I I I MW BATT ! 1 OF 6d AT 6" O.C. - T F T1 1 TFF- sIDE END � c" EXTER 1 OR ELEVAT I ONS x — I � SCALE _ = 1'-0" c v ► �3 > Yf �p ( I 4'9' MIN. 4'-4' MM. - —___ TYP. 4' � - r.- - - - - -- � 1$ —19' x 36' IaIRRc'�R BACKSFLASN F.T. bleu, i CRAP LIAR I - �- `— -- _ -- �- L ---- 5 GAL. W.N. R C IHS — 4'0' HIGH PLASTIC I — PROVIDE PROTEr•TIVE ___LAMINATE WAINSCOT L_ 4'0' - 7.0" 4'-0. 2'-0 �_2'0 0 ,'-6" -a,, —INSLU AT NOT WATER � 1_ R WATER R SIST. { _ AND WASTE PIPES F- DISHWASHER BY OTHERS RANGE BY OTHERS RESTROO,`,l c LEVAT i_ON z KITCHEN ELEVATIONS I ONS 3 LAV. ELEVATION --� SCALE: 1/4" = V-0" J cr'AI F: 1/4' 1'-0' S vv ^ SCALE! 1/4' - i'-0" rj I 'Y m r I mrham Rd 9111111 u r I►� 112004-00102 5I►I,9 2UU t-KM--Ul 11lf r II IIS 'fjjIIII 11111 STRIP Cm IO I I I 42 l "1212 I I II II I I I I I i ,nilnlaillll 17 23 24 25 EI i� 30 , J I HON I 7Q02 I Jill Y I r ? Y x .III . -. .y- .. " T.. �.!+rFw ... .. nMc'ALWS-..wiib. .. �i .dbY1 S.? n�'utlYrh. ..,r,r;t;1 wb=uA'. .Y•nt . - .,.a.,,vi„,a....:.,...•. ... . ., . .. i ., ..., ,,., ,... r,,.. ., .. .. .. ....c... . _,.. i .r_.ia., .45,::4'- •""d",.:, ._.. ._::.-.. ,. " ,., - — - - - - -_ - ,...,_._..-_, . -- k r rw� •iY • I i I � / I a A. 0b 1000 CFM F / ; WS. 12iA i I \ 12" 24 , \ a GRIL E + .� CF pCiC}_F£MS Liu. :All Mao 'K CEAS — ,.P4%"Thrr'r �MQ� ANjBU0.I1TO ..+ 28" x a3 S/ DUCT •- 'SM IN *Of OP N PAP}. FOR 20r) �Ot' 51- ANY 13TV401 tJSE on PROJECT 200 200 251 S 8" 8" IF — r 28' x S' x 24 GA. CFM .Y CFF'} CFM CFM CFM` CFM S CFt•+' SHT. MTI. START ,� Ul 250 250 !L COLLAR - TYP. 141, CFt CFM B I ^•, tOOO M R1 - . 26" S GRILLE -- ----- , 21" x 12" R/A DUCT (16' L,) q I a ' I 28' x 8" S/ DUCT \ jcr)/A' 1 150' Ji L • — F - TO— IF - i L , II , Li �^ rl � ,s ci MECHA [\ CA [— PLA SCALE: r' co 4 r J ! MECHANICAL NU 1 E'er --�- OUT'- IDE AIR CALCULATION o MECHANICAL UJIT(S) (2) 2.5 TON WALL HUNG HEAT P(-#,IPS ^ MECHANICAL I_INIT A: WITH 10 kw ELECTRICAL HEAT PRESCHOOL (30 OCCX15 CFM) • 450 to o TNERMOSTAT(S): WR IF-94 RESTR"S (2 FIXTX50 CFM) • 1(10 N KITCHEN (2 OCC X15 CFM) • 30 o aJ(,T ttATER1AL� TOTAL -�`_—_— •� 580 1' FIE3ERGLASS W/ 26 GA. SHEET MF'T AL ROt,TQ)S o MECHANICAL UNIT f3: •�••� •n••'•= o ECONOMISERS): FRESCIHM- CLASSRC"4 (30 OCCX15 CFM) • 450 " O ECON( 41SER(S) AND CON'RM ■ C0144ERCIAL ROOM VENTILATCR(S) C3 NO ECOWVIS,EMS) i 1 c VOLUME DAMPERS PROVIDE VOLLK DAKIERS TO CONTROL. AIRFLOW AT EACH DIr-FUSER f f I fJ r� Z� Purham Kd 90111 Rl1PYM-10112 6oc8 2004-KM-07 IN A� vw +rM+Mw»+••.r.w.+a.*.a+..+.,.n .w- +wti, 'N►lSll."',�"'"""'- rntw•++o-.m:«,.,..K.,u+t.,..,.�»e•nu'»t+rnnw n _„ .. ... .. .. • '60•, r t T nl , : .Rl I t t ttt 11,.f1 .1 11., { II,t1i;1 11(t, .{rtl}It 1111 1�If,.;111 11) ; S [ j i ��re��ry r�ra c b � � � � I r , tT, �1}.1 II:I• I :I�Ra(I I1 �� 1�, rt� •, ( � �ir � ,, � r. y ,t, 1 I 1 I I. 3 2.1 � r�'rII l I low*=$to 3 4 6 6 1"9 � 10 1 1 12 13 14 I® 17 i8 1�9 20 21 22 ? 5 213 27 28 29 a0 ���r WbM AAS Y•1 f ` tS�1 1�.�- 7 } F -• „r„ ,rr., .,. r. "pion is1' 311 r�.. � ,. ,. �'�... .�. ,.• �'�N.tr;/1 ��� ^f 'T!r.: 11 _.. �.. .. ,.. .. .,. . rvr. ..i�.i.47.]I¢a', .i/1eutir�.�,ra. ..w4�..v1nSu.wC.�ur.6e..�71➢Wh.'kY_��— .L..r.�:.":..,..._..r...,:�.r...a.,,..�..,"rill ln�..0 ,ty,VaLa..ru.:.`�.ar:h....,f..•��r ..�.:r„, r....u.W-- _ •y.r�.,......o._c.r.r,,.a:r.•,,.: ..��..._ "...�aurs..__.�.,.._.. __.._e:,.._-..,�.,.•.::..._ ____::... ._._..n..,..s:.r... _,r._�. _ _. ... ,__'.____...._.....__..__ - _.....,_.-_�.. .........__..__...-__ __n__. - _._. ._.,. .......__.. _..�.__..._�....__...., _..�._... ....__..___...._______....._______:.___.__...�_.._....___�...____._�.__..�__"-_""-_- _ .� -.on..-�` (i " M•t, { 1 A j- i t -- tW4CER5 IO � •Q W GA4v. W1MAA4FP, Do WAIS ATt*00 W/ MN. (D lum r0 CEAN) SUSPENSION Mt-MKRS tV t0 V4' ■ l' LA0 Alf 9 YLA,ED HOWil1AN I N 6 cut OF FLLIAS MAD STEEL wof AT 4-01 OC M0 MAX A' FFM FAUV E DIMER 124 ro gAFrER SLOPIAG WILES WTO DDT Tod EDGE �� - OT door DIST xA O WILES , � •Q CJ. SitAr Wlff i�AC Np IN ItAIE OF EAQI 14L1tV A R/KAL •MQAF • 4S CEG All WIPES ATIAQt;D 1 j MAIN MJW SPACE MAX 2' FF04 /NIEJW 11001 - I I- 114' CMA • V i U.I TO BE NSERIFI) P4IAL4$ T7 C*'CTION OF WOW ♦ .4 WIRE Ait)' 45 CEo. EAG4 MAIN TEE — MAX. RAFTER -- / 6d (0.091 M 2 1/41 1' 3/8`- ----------- I ---- RAFTERS 6d 00.092 . 2.1'4'1— 3'g• . •12 SIPPORT WIRE AT E'1a1 TEE AT EACH TEE 't? WIRE -- - 8' MAX. AT [RISS TEE Ai-. - - _- —L VI BAMS •l2 StPiCf r wrPF \ 1 FLtOA T IM; EW A( 4 0' rt t, ON \\ _ r 3.t8 8�MAX Q i 6f mA9? ■ 2 v41- - MAIN rEE TOP. _ IW . 7,�- . 0.oi / - --- \ Ar EACH TEE �� FELD TIE vk% 10 'l�', CE 1L M[, l AG- WALL ANU POR..,_ / -a - I. � ,I'.17�g j i; `,� '1- �1 V.lr. ArAA AT , - _ r� � a�� FIELD ;NSIAILED .c l 1A 1 r LOurKrNs �` CROSS TEE t3G31 % IU "OM tUrLS rP / !. FLOAT THIS ETD \ SNAP THIS ENL? OF I 4wU� CAf,H - y fTW s1aEw---'---�� A ' ACOUSTIC TILE r / tkQ15TIC t+LE � ===— .=.: - Cft.S TEE OF --- `' St>E Tip Wo �,_..`\ i C MAIN TEE - f I wuN IEE C%Sy MAINSTEEE INTO LTdnS TEE'----.--... .__.- / ACOUSTIC TILE -- � X0,RIVET ONE ENDRtfl'-- � CROSS TEE —'- i �_ ,T 'r�Byp1�J��1 MIN SHEET MEiAL IVP FLOAT AT 04fro I n _-1FIELD -_DLA, IANJEF SIRAP Wai1Es tAAtf \ - �- -- 7r8' ■ i/8' ■ OA2--- \ ' 7r6' ■ 7r8' . 0.0? INSTAt.t ACOUSTIC AS RE IMBED 8T 718' ■ 7/8' ■ O.U2 l_--_-_ ANGLE WALL 1R*4 \/ ANGLE HALL TRIM CEILMO THIS ROW OIL Q DLK I tANiFAC TIJt�.R ANXE WALL TRIM NDTF., K W+IAGE LIGE fl1 r- ---, --VARIES - -� ii a+�s 'FF- OPPOSITE 'SIDE Ft-[TATS DUCT SUPPORT 2 CEiLIi,'IC', BI\ACING DETAIL _ �3 CEILING GRID AT END WALL -^_ CEILING GRID AT SIDE WALL 5 CEILING CRUD AT SIDE WALL 6 CFILIf lG GRID AT i ' APRIA E � ' ` ��Ts rp SCAN"4 NIG SCALE 7 rx, A f t/ -- 145 fXXI NI AA(I TSE��� ND \ "l F IXED EDGE NO Sr ALE 7 f �- FLOA F11f NQ SCALE 7 DESIGNS 1KOI+u!1RArf[) WIN is NU SCA t tit PRL>~'IJ(1 r OF FQ?EAPI firlll!]INFS '.TSTEMS. FTC. MAC IS NUT TU FE U!AD. " WHOLE DR N1 PAPT. rck B) ANY OT►fR USE or FRQECt B J p 1 WITi• W WRITTEN ^j4(Fr7arn q«FgJO _....--____-.-. .__._-. -INSI•L4TIa4 Wr FS-25 RIQTE VENT---._ ...-_.-_-_�\ ,_----_ALO Pl.TW000 ! ROOFING 7/8' ., BAOI EACH SIDE OF RIDGF R(JIT C}EATHIM-- -- INSLLAtKN FjGCx 2 ■ 3 FILLER ■ 9' L Or _ - RAFTER W/ (4) c.ONt, EA11TL ;TRIP ' SITE EUILT EK18T. MauAIR e• t. . ?ur VEN1_ _-___-- \ ?c• Of w/ 12d EACH E1iT � /�- E_..�_ _____-_ '__-- -.----•i► RAFTER .•. -_.-.--- �____ 12d T.N. TO G.L.B. — A /_ 141 12d W-ACFRS Al 14' C.C. ROOFING T-_- / SWFSON CSB Wr (4) NUs EA _ - ' END L.VL. TO Ef•D RAPER MITER r1 AIHIG'----. \ �A " RAFTERS ?. SLU L Ai•1 BEAM LE(XiER 1? 121 TV?' DtA VENT MIOLES _, -• --- _l __. w;,._ AT L' UC. i� 0 trn w?' . 4 "0104 ----'-- - I -- - - - - -- I I (2) 12d -- --�� "--_` GLU-LAIR BEAM -------_•_------ SfXEAED PER RAFTER BAT 1 , 4 ■ 18' LCNG-��...__---� (` CS18 W/ (6) N A CG18 W/ (6) \ c` Ltd eLorxlNc Ai ?< O.C. -_ _ 10 s EACH END - 2 x 4 x 30 BRACE NIO's EACH END --AT FIRST RAFTER 4_A. i�ASCIA�._.__�_-_- 'ICI. - � ?� �' 2■ PRA JOIST w1 1.11 u4+ (3) 12d —� _ __.__ SIDE OF COLLM rn I 1 u�? t2) 12d TN. EACH SIDE �\ \ uJ END r:Alt TO EACH RAFTER S:JPPORI WIRE-1 OF FA. RAPIER TO GIB. \ SitiPSON CSt9 W/ �• 4-0' MIN; RATE SrtICE ' [ACOUSTIC CEILING TILE ---- ---- \ - - - -- • N/ rd81 12d - iTP IPISULAi+fN w/ FS 25- J . - 2 A 4 DF LEiW, W/ L11 SIMPSON A34 W/ (3)---- 14) N10's EA. ENO ;Ll_ (� LL -BEE EII.01]4 -` ROWS OF 12d A T 6' O.0 "''stLAT+°1 BI OCK-'-- t2d AT 6• ac. NIO s EACH LEG 2 MSO a 1N0S!n �-- OLU LAM BE AMS vI �� T AT REO JOMRS ---T2d 4T ?4' OC fni S%P' DIA MB.t W/ iNA£RE !LITS APO WASHERS • 1.00' IN F:F.tr) INSTALL. P.COUSTIC '-EXISTING END RAFTLA 12d AT 6" O.C. - I I� -- d AT B' OC FROi FPD 8 FU SPArF ---- CfILInL, THIS ROW CN., NEW 2 ■ B RAFTER �— ai STt(Y wr 111StA.ATldi - STA(�t3ERE0 ] ------ INTFPI(W FINISH F- S Colo n' 1 � (L 6 x 6 DF 82 —___-__.-_,__-___ „ ! OF Ca1Jn�aa _—r _ 7 TYP. S IDEWALL EAVE DETAIL e ROOF MARRIAGE DETAIL 9 NEW ROOF AT EXISTING - _ ( • �� SCALE t' S'O' , -- --- '" L ! SCALE! I t11' 7 , y'ALF Y' t 0 1 � 0518 W. (61 — CS18 Wi (6) -- -- " ' NIO's EACH ENO - NU's EACH END FULL BEARING (RIM---- FULL BEARING fRIM ----- a• NrTERIOR FINISH SITE BUILT -�EXISi. MCQLM OR BLGCKS) OR BLOCKS) IU25 w/ INSU_AttOq-- - - V2' DIA KB's W/ NI1TS COLUMN DETAIL ANO wnr,HERs AT 6-0• aC. a 15 16� COLUMN DETAIL 3''4• FROM END IAQLJST SPACING- Od SUEWSHANK - --- NEW L.140MAT?¢NT AS REDO - BA 9Ort NA45 AT 4' O.0----� -..SIJ�L(O'1F1 AS RE00 TO AV010 DISTSi __u�� AT 6. O.C. SCALE. 1• 1'-0' 7 SCALE: I' I _ E3� RAFTER W/ (4) ' 12d T.N. TO ,V r E TAI.--'.......- -/' ,► , � - �.� l I l OFFSET RM .__ ___ _. ./ LEDGER / _... f oµ, IIMsr / �__. -(4) 12d GLU-LAM BEAM �, x G.L.B. BEAM - ATTACH INSULATM W/ FS-25 n_:1LR JOIST- SIMSON LLIP26 MANGER pd AT 6' O.C.-- - TO COL. W/ (2) 3/4" _._EXISTING Gel_ RIM DIA. CARRIAGE BOLTS 1 iJ• 8 OFFiFT RItI / _� --- -- --- -- ---- ---- H --SMPSON L1P26 ►IANB,',f3t 1NSllpilal W/ FS-25 -------RIM HIST NEW 2 ■ 8 RIM-- SIMPS(X�1 CS18 W/ / •• 1 U.l (4) NIOrs EACH END 13 FLOOR MARRIAGE DETAIL i N.L. TO E3F2ACE BOT O'L.6• 12 TYP. SIDEWALL FLOOR DETAIL —_ 14u NEW FLOOR AT EXISTING �r16" x 6" x 9" L. �,�► -t fly V SCAtf.+ r r'u 7 , uAlF I . \ 7 -- i PLATE - WELD TO 2 x 4_.___. _ 2 x 4 _ BEARING PLATE t-v4' Ff 5 1" x 5" x 10' STL.-- 1 BEADING PLATE -- 0 jo- NK)'s SIMP CS18 W/ (4)-- f _AT WALL PLATE - — 2 x 4 x 30" BRACE J AT 1st & '� d RAFTER 31�Tr-�tYP• EA. SIDE OF COLl,"4 1- cc SECT ION A NOTE; CENTER TOP & 80T. F °' BEARING PLATES ON 00 _ SCALE 1' • 1' 0" ' COLY�" c IL11Np -• ._.._..____.._-. _..__-..-_ -- W TER ICF r n/,sl t r- 3' x 3' x 3/16" -- --- g 1 >✓) _ "n.Ir w- rNy►ATI(y( - - _ TUBE STEEL COI_U44 BATT-,\ � / -PANEL CLIP +,d P'E'A NABS AT 4' O.C.--------•- --StBtO(T•! � 1• �T, -�_.-- \� 20 GA. x 2" x 12" yy�p STRAP W/ (12) N10'S -TYP. 7 4TAL. __ .______._��- �► r 1" x 5" x 10* STL. _`__._ - -- - TOP OF kS.FLOi�P ' �lr•r�t RM_.__,_._........_. � �;,' _., __._ BEARING PLATE W/ --'� —._.__ – I .. (4) 16d PLAN VIEW TI IIa. so JIM? --._---- FULL BEAPIt(; (RIM-­- OR RIM-'__-_ NSLlpTIt}I w; FS'2S OR R11.00KS) N� OVERALL COL.1,1•4 HEIGHT 8'-7 1//. (W/ PLATES) TOTAL NO. Or- CCI-LIMNS 1 ofl, • Uurham ltd 91,1011 .t-. ..�.....- T YP. ENDW ALL I7LOOR DETAIL BIJP2004-00102 „ 7(if 8 ,♦ 7 �_ c4-ALF. •.. ;. / 20- � COLUMN ET - D AIL ybt . i Y I.�1, R�,■ew•s�a �11/1>L°111"��TT rrrr�s►�...--.....n.......-- �V 7 �.,; r •.. ... - _. � .._..-.. .. .+.mrP ,r .. :.w.t,..yu• ,. i ..,.,..- t?.Mf>.;1°'r�4.rs'S�#L'4?P C^,Ni�tDM�I'�y'glr�ilrt"�'.N•r]r^t .;,..rt 4"'"7aq<a^Gr},N. . • �,, ^ .,�,w r- a.x,.C.. . ..hwa5tt4iq�,n✓.,+5 '.,.�. .. - :.'. r .zv. .. ,;.. 17 :.. h�'^. ��,' ,,. . r-�4�: q'Fn , : i A. �:ra4,X „.. .. ... .,.,. ,:,.Jr,. ,.::.. _ ,. (n r >Y �.'r;,_:: ',l;-fN,�1l..• .,ti ,d' .,w..,. - i41 , . ..'�F'�gac l 4. .r. ..,,. .. ._.,, ... -..:. ._ _ _. . :. .r 1f11 111t�n1! +;;fly' I IIliItill 11i11s1!11illl';11i �I�;I;fIlil, r,. i� '1 , I � �� :; t I , I I{ II I( ( Iii! 111: 111 i.l1llltl II(i ILII 11.1 .il. rU11111 II!l�1.1 �,11{�I(f, Ifil�lill�l(Il�llll •Il,�illl�lllllllli�i.tl 111 II'•i Iittjllf'Itlll -j ° I�E') 11 1t2 13 14 I!1 1'7 18 Ifs '„•O 211 22 23 24 ,2$ 28 2"' � 28 f 29 30 f � , . . ►G , I� 'A w •I' w,�•.i;Su'Yk�4 tyf�t!�11�t+Y ;Fd tI� �S r . - 4 T T4 -t :w. J .Y., rc. .,;. ':•71• >� h �, .. F. r , lir/:k. ♦'•j.. rt.d,tyr 4�1'klr L. .inu,l - .. .lc: i(i.•.:k 'l.s.li_.V ';,r:..,:'" :_.: -a: !•i `-_.-,-.—.....y._ ,-...._.r . __..r .. ......aa.._... ,.._ .:...........:...__...._,._.._.._....._ ._.._._ .....L__...., .._.-. n r .�A Y.. 1-1/2" VTR �F PTA U all ' 3" VTR 1 \\ 1-112„ V t 3" V--, I ' , A. RRS�'. EXPIRES, 12/". 112" I-I&C (1) I \\\ „ I ' \ 1/2 UW (2.5) � , 3" W / 1" CW (30) '``� (12) / 3" WASTE TO SANITARY ' ; ' 1k�ls 1v. 04- [� N4, LdL1 i // -1-1/4' CW (401 SEWER (13 FU) L6y_1 I t 5 ` �' ',";;�, lr,.1` ,°;l.IN U Fu) 1-1/2" V sSEDvI <, � / (1 Flt) (4 FU) t ' t tom. IN n lkl. r q: (40 FU; ,__— < 1-112" 3" V VTR ' 1-1/2" W (I)-- I Fn -1-1/4" Bl11LDING SUPPLY 1-1/2" V --, M 112" HW (1) - --) 112" CW (1.5) (72.5 FU) 52 3" W (8) 3" CO �, I (2 FU) 1 / Ld / 0.55 FU) (2 FU) IJA (1.5 FU) ti / 2" W U. 1-1/2" CO K COD LL cn >� SUPPLY PIPING_ WAS] E & VENT P 'l P I Nb _ ^ . c, -'J Al �_ NO SCALE , ci wMew 1�� • a ♦.) 6•hiE" .r PLUMBING FIXTURE S( IEDULE _r-- WATER CLOSETS - REFERENCE OFESCRIPTION I -TYLE I GFF MANUFAC101LR I I`1C;L)EL I CONNECTION vAI VL WC 4LHILD ACCESS, W.C. 1, FLUSH VALVE 16 K01lER k4321 PRIMARY 3 CLOSET, 1' CW �u URINALS REFERErt�_L DESCRIPTIONS STYLE GPF MAIJ!UFACTURFR r-1UUEI_ _—T—(TN—EC 111J VALVE > LR-,.. WASH ON I M71NAL FLUSH VALVE 1.0 KOIiER5016 T 3 4' CW, 2" W St OAN IB6 1 LAVATORIES _ Q RE FERENCE DESCRIPTION STYLE GPM_ r?ArJIJi=AC1L1I�k.Rt�10L)EL CONNECTIC)nl VALVE Lav-1 WALL HUNG LAv VITR. CHINA 2.5 GERBER PLYMOUTH 12.314 V2' CW, V2' HW, 1-1/4' W DELTA 520 LEVER q) 1 REFERENCE I DESCRIPTICC STYLE I GPM I MAIa_IFACTURER t,r)DFL CIJNNEC 1 ICON 1 VALVE 6 cl " S-2 1-BOWL KIT SING SS I 2 22" V2" CW, 1/2' HW, 2" W DELTA 1110 LEVER S-) W WATER HEATERS REFERENCE DESCRIPTION _ STYLE _ WATTSI MANUFACJURFR I P OLF-.I. CONIfCTION I ELECT. CONNECTI('�. WH-6 6 GAL. TANK. ELEC. 2000 ARISION GL 6 3/4' 1Uv 16.7A _ UTILI _1Y SINKS REFERENCE DESCRIPTK T'1' MAN(_FAc,IURE R rt'0(1-Lv LONNECTION I VALVE FO FL0OR DRAIN 3' ZURN 2' W N _ APPLIANCE- . REFERENCE PPL I ANCES � � REFERENCE [ESCRIPIION STYLE fAArUACTUPER MOL IEL _ T C()n1IJECI1!N VALVE UISHWA-c+CR BU'LT IN BY OTHERS 1-V2'• . V2' Im PLUMBING NOTES FI-UMBING DROP k4ARKERS o STRAP WT-R. HTR. TO WALL W/ (AT TACH R SUSPEND BELOW 26 GA, x 1" SEISMIC STRAP W/ FLOOR n)ISTSk (1) 26 SMST TO TANK AND COLD WATER BLUE/WHITE (1) 03 x 2" BUGLE HEAD SCREW TO WALL EACH END HUT WATER, RED DRAINS - YELLOW 0 LAVS TO MEET OSPSC 414.2 •' ROOF DRAIN - WHITE Q TRAP PRIMERS TO BE MIN. 12" VENT - CRANGE ABOVE FLOOD RIM PER OSPSC 1007.4 o SI.F'PLY PIPING,: TYPE M' CU o HANDICAP ACCESSINLF URINAL I CONTROLS NOT TU EXCEED 44" A.F.F. WASTE PIPING: ABS DWV � SUPPLY PIPE SIZES BASED ONS rn 100 FT, OFVFI_()'T_D LENGTH I 46 60 PSI 1)urham Rd.-A.)0(J 8 I UP20`.,4-00102 K ►r s 2004-KM'07 .-.:y",e,�..,µ�� .....a •XIMY.Y. ,...... .... ,...,„wn•u+n�: M.. ......,�. .. .,- .. .._. ,. . .. • ..�,MMY.✓i-. ._...........»...,,. sMUM'M'.' .7#R �N'x",I.._. ., .*..�s,.a^+M,'p•9iv�!Me. ... .. _.• .wH. 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