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9000 SW DURHAM ROAD-20 a 5 U ' 1. THETERM5-N JJ���L�E]:T � r E U.B.C. SHALL APPLY TO THE CURRENT EDITION GENERAL: CONSTRUCTION TYPE 5 N (NUN-SPRINKLERED) OF THE O.S.S.C. FOR PROJECTS IN THE STATE OF OREGON OCCUPANCY GROUP E, AND SHALL APPLY TO THE CURRENT EDITION OF THE OCCUPANCY LOAD (T-10A) 100 AMENDED UNIFORM BUILDING CODE FOR PROJECTS IN THE NO. 71"TLE EXPIW.S, M04 I COVER SHEET STATE OF WASHINGTON. FOR PROJECTS IN ALL OTHER DISTANCE TO PROPERTY LINE OR FRONT- STATES IT SHALL APPLY TO THE CURRENT EDITION OF ASSUMED PROPERTY LINE REAR: REFER TO ARCH. _JSL ''F "� .L�"- TS LEFT DRAWINGS 2 FOUNDATION PLAN, NOTES 44D DETAILS 1HI ; .,L ENT NC T�f )EAS qC UE lGNS THE UNAMENEDED UNIFORM BUILDING CODE. — —_ > T If' PROPER" OF 14111 N BUILDIN, RIGHT. 3 FLOOR PLAN, PLAN NOTES AND SCHEDULES «DFIIN WPC OAI hlNOT 0FIr I C 2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO ANY OTFf.R 057 OR RRQl=CTWIT!-UUT WRITIEN JIHOPIZAIIC PERSONS' WITH DISABILITIES (1109.3) PLUMBING: PLUMBING OCCUPANCY LOAD (T-29A) 46 4 REFLECTED CEILING/ELEC PLAN, NOTES AND SCHEDULES 3. LOCAL JURISDICTION TO DETERMINE COMPLIANCE WITH UBC QUANTITY OF PLUMBING FIXTURES 9 EXTERIOR AND INTERIOR ELEVATIONS CHAPTER 29, SECTION 2902 AND TABLE 29A WITH REGARD ELECTRICAL= ELECTRIC SERVICE LOAD 200 AMP 3 PH. MECHANICAL PLAN U � TO ADJACENT FACILITIES. MECHANICAL DETAILS VENTILATION OCCUPANCY LOAD 62 4. THIS PRE-FAB BUILDING WILL BE ALTERED AND ADDED T0, CLIMATE ZONE ZONE 1 u PLUMBING DIAGRAMS (A " m THEREFOR REFERENCE CHAPTER 34 OF TAE UNIFORM BUILDING �HEATING FAE `J. CODE. THE EXISTING INSIGNIAS NEED TO BE REMOVED AND RETURNED TO THE STATE BUILDING CODES DIVISION. AIR-CONDITIONING YES - > u STRUCTURAL' ROOF LIVE LOAD 25 PSF FLOOR LIVE LOAD 50 PSF — L= Lo I . WIND LOAD 90 MPH - EXP. B "`�� ral SEISMIC ZONE ZONE 3 I PLAN APPROVAL NO. PENDING lu _j I • � J � z c� Q > oc ►- c� Q ne- o cU �-- f JOB NAME: 1 T0GAREDJ S.0. DV JOB C!TE ADDRESS:T�GARDt, OR 97,224 9000 'E-3W DURHAM RO. I:' I � I OWNER NAME: TOC�ARD-TUAUTNI�`,':1 SCHOOL 00TR0T COUNTY: WASHNGTC@� Q City of Tigard p Aporoved Plans I gy -- Gate _____:_D�f L 9000 SNN Ul'ItllANl Itl) 5 P2,O0 4 w DO l©� SHEET I'It1".-S('l1001' P01z'1'A1;1.F. BUf 2004-t 0102 I.,r 11 20U4o-KM- U7 C?000 Xrt)4i_1 OFFICE Y NOTICE IF THE PRINT OR TYPE ON ANY �►�I I r III(I i t l I l l l I i l l l l t l l I l l l I l l I l l l 1 1 1 !V I I I I I I f�1 I I I I I I I I I I I I I I I I I I I I IIII 111 I I I I 111 I I I I I I I I I111 1 I I I I 1 11 TI T I f 11 I l I f I I I 1111 111 I l l III (III I I I I I I I I I I I I I I V I I I L IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I I l 4 I I 6 I � IT IS DUE TO THE QUALITY OF THE No 39 .yam ': !A7;1... W'I.@a•,: `f';+�G1r;- "x+.4.4`. ORIGINAL DOCUMENT ty 8 Z 8 Z L Z 8ff Z Sff Z 6llZ E11Z �Z 111Z O11Z 6 I Biit L t 9 t 4 t 6lt >, 7 i [t r i 8 I lL 9 9 IIII IIIIIIIII IIII�IIII IIII�IIiI Illlllllllllllllil!Ilill Illllilll�lllllflll IIIIIIIII. IIIIIIIII�IIIIIIIII�IIII�IIII IIIIIIIII�IIII IIII�IIII IIII�IIII IIID IIIIII IIII�I III Illliil IIII ►il I 'I� ' ►► 11 i I I 1 ►ll i ii t 6 III I I III I�I �Illlllll".IIII I IIII,IIIW 1111 ll I ll Wll11111111111111 ll L 1 4 — 81'-0' 5 18'-10 3/4" 30'-1 1/4" 11'_0,. 21,_0„ • -_ �/- 30,_0„ � 1 SIM. I 1 2 2 FOUNDATION NOTES A — — — — — — — — — 1, MINIMUM SOIL BEARING PRESSURE = 1500 P.S.F. 7 — � (REMOVE LORGANIC MATERIAL D & FREPAREG ADEFOR UNIORM BEARING)FOOTINGS RR� I 6 P f 24" x 36" x REDID GALV. I 2 2. VENT CRAWL SPACE 1 S.F. PER 150 S.F. OF FLOOR 3 AREA WELL W/ 24" x 18" ------_► AREA OR AS SHOWN. INS I ALL 6 MIL. VAPOR BARRIER. ��.� 0.431 2 I I ( 3 LOCAT UN ACCESS - VERIFY , 3. ALL L(R fBER IN CONTACT WITH GRADE SHALL FSE ► -• I PRE`'SU P TREATED WI IH .40" / CU. F 1. -.0 A. - `� 4 x I INTERIOR POSTS HEEL) NUI BE P.I. IF MIN. 6" �. r;�. • "0N �? 8 —�`� 1 _ ` 1 _ \ _ / _ / r 1 / -Y' 14 8 / _ / I ABOVE GRADE. 1 x _� + C / moi- - I 4, NO LESS THAN 48 HOURS PRIOR TO DIGGING NC)TIFY ` / OF 2 i, LOCAL UTILITIES OF INT EN r 10 DIG. EXPIRES U/3Vcu I EXISTING STEMWALL & I I STD, BEAM POCKET 5. CONTACT l-1F_SIGf�1 h• NEER I - i' .. E IG FOR VERIFICATION OF - - "--•. -.._ �T.• -T •" FOUI`•)UA i ION REOUIREMEN I S FUR SLOPED UH UIIU:,UA(- =' ( - 2 5 FOOTING CAN REMAIN ' f I (OR ADD FOOT Ifd(i� OR P.T. 4 x 4 POST AS REQUIRED) I I 4 I I SITE CONDITIONS. �,, la rtr ; �•nu�rl'HFN1Ss SIM, r _ 2 \ 6. FOUNDA r I ON DESIGN BA SED ON: I IE PR(JI-n t r Cr r-+ol7FJ�N , IL,u ir,u o I 2 \ r nESIGNS INCt.Pr'URATED FEREIN / I i \ I I \ I USFLr IN WHOLF OR ISIN PAPT FNOT TO OR l I TOTAL ROOF LOAD 37 P.S.F. rwY of rt lI'- OR r t 1 1 (2)-1-1/2" x / / / 1 / f 1 / ^ It PROJEc _ / / / r TOTAL FLOOR LOAD 60 P.S.F. WITwuT WRITTEN AUrFflOE rIoN. 7-1/4" L.V.L. N. / \ / \ /7-1/4" L.V.L. / - —�—�— I WIN A 2 41K / D LOAD 90 MPH EXP, B _ \ � � \ ' \ \ ' SEISMIC ZONE 3 ;10L J L — J 9 III CONTACT 2 N CT DESIGN ENGINEER FOR FOUNDATION � �{ � 6,_0,. 6,_O„ 6'-0" 6' 0" 6'-0" 6'-0" 6'-0° 6.0• 6'-O., DESIGN FOR OTHER LOADING CONDITIONS. U *j ---- - - -- — 4'-6" 6'-0" 6'-0" 4'-6' I 7. ALL NAILS TO BE GALVANIZED. i 8. CONCRETE STRENGTH 3000 PSI 4-6% AIR ENTRAINMENT e lig 4 x 8 / 5" MAX, SLUMP _ 1 4 x 8 _ _ / _ / DF "1 i �'_• I I / / / DF "2 / / STEEL YIELD STRENGTH 60000 PSI 1 I 3 2 9. CONNECT STORM WATER FROM ROOF GUTTERS ANDt 2 VERIFY INTERIOR FOOTINGS I 3 8" x 16" SCREENED FOUNDATION ) DOWNSPOUTS AND DIRECT AWAY FROM BUILDING � a AT EXISTING FOUNDATION I 2 VENTS - TYP, (7) PLACES — ADD/REPLACE LACES -- I I PAD TO AN APPROVED DRAINAGE SYSTEM. �` w ADD/REPLACE AS REQUIRED I I VERIFY LOCATIONS — — — --- r I I (7} ' r" i 1 SIM. (3) #4 x 12" REINF. DRIVE PINS EXIST. STEMWALL NEW 2 IN SET ADHESIVE - EMBED 5" r VERIFY EXISTING MUDSILL CONNECTION AND FOOTING EQUALLY SPACED - TYP. 2 � w•• %-' AS MIN. 5/8" DIA. A.B.'s AT 4'-0" O.C. I l I ADD 5/8" DIA, x 7" WEDGE ANCHORS TO EQUAL 4'-0" O.C. SPACINGFOUNDAT I ON f Li Ufa o, U �: a; SCALE: 1/4" = 1'-0" A C� 2 3 TOE NAIL EA. �J /-L,V.L. RIM JOIST SIDE - TYP. COW. RAMP OR T1-11 BELL( BAND / LANDING - �`-•� W/ 6d BOX NAILS-----I V, I AT 4" O.C. 12d TOENAIL AT--_._._ 16 z 12" O.C. ' E � .r GA. ROLL FLASHING ' �- AN FOUNDATION VEiIT (4) SIMPSON C518 W/ F ? AS SHOWN � L x 6 P.T. MUDSILI_ W/ 1/2" x 6" x 6" PLYWO. 4 x 8 OF 02 (4) N10's EA. END ix , =-^T 1/2" P.T, PLYWOOD , i I �SIMP. MA6 AT 3'-0" O.C. GUSSET W/ (4) 6d — -E -- -12) 4 x X) POSTS Is AND 1'-0" FROM ENDS EACH MEMBER (2) SIMPSON PA18 W/ 5 GA. x 2" \ 4� AND CORNERS �� -SHINGLE W/ (8) N10's --��= -- - STAPLES AT 6" O.C. 0 e V2" PLYWOOD x 4" W, x 14" L. ,j I 4 x 4 POST �-- _, SHINGLE N —GUSSET WI 15 GA, x 2" S 1 APLE .4, <( (21 •4 BAR TOP 8 BOT. •4 VERT. BAR I kttvaurF '' AT 48" O.C. (5) "4 REBARS x -� = AT 4 O.C. TO EACH MEMBER rt (- _ • 3'0" E.W. o ` • _ e o i i, , p . - _•i EXISTING FOOTING, STEMWALL 0- AND ° p ti n i r AM MUDSIIL �' �-'- �11� MIN. 18'" DIA, x 8" DP. • , - _ f CONC. FOOTING o % o a 'o � . .�, o �•° e g-�----�- __ _.___.. • • • e • • m •d _ o �' 10 ,111 ®R, _-V2 6" 4-1/2 = lr �������111111111i1111�11ii1I1111- i1m_ �II� rFIRI UNDISTURBED SOIL 3'-6" S0. FIRM UNDISTURBED _ SOIL NOTE: SEE DTL 1/2 FFR 1 TYP. SIDEWALL FOOTING 3 MID-SPAN FOOTING 5 COLUMN FOOTING TYP. NOTES 8 DIM. 2 SCALE, 3,4• • I*-0' z — _— � FOOTING AT LANDING _ 9 EXISTING STEMWALL (IF REMAINS) SCALEt 3/4' • t-G" 2 Y—_ SCALE- 314' • t-0' 2 SCALE 3/4' • 1.0' 2 SCALE! 3/4- r0 1/2" DIA. M.B.'s W/ WASHERS EXISTING SIDING SIM' BLOCKING AT 4'-0" O.C. SIMPSON LIJP26 TtP.-- 2 3 AT 6'-0" O.C. 8. 3'-4" FROM MUD SILL 5/8" Z MET \ _ _ ENDS (ADJUST SPACING AS AL REOfl TO AVOID JOISTS) 4 3"-4" DEEP RECESS �`� CONTER FLASH & SEAL \ _ _—_-------- <1• 36" x 24" x REOD AT EXISTING CONCRETE —AUD P.T, 2x BLOCKING DBL. RIM JOIST-- GALV. AREA WELL --� � �- - - Y _ �1 OR P.T. 2 x 8 _1/2" r.T, PLYWOOD W/ � I 11-11 BELLY BAND ( I SURROUND + _ _ - 8 HDG AT 4" & 8" O.C. W/ 6d BOX NAILS- -- `Y' II II ,!1 P.T. STOPS —MIN. 24" x 18" ACCESS -- _'�- _ ��-��- EXISTING CONCRETE-- AT 3' O.C. ___ ==== FLOOR JOISTS FIELD INSULATE ANY GAP AS REO p n - n - - - . I I i• -FOUNDAT ION REBAR N 12d TOE NAIL EA.- ---- \_SIMP. 2 x 6 P.T. "SILL W/ SIDE TYP. 4 x 6 POST —SILVER SCREEN ACCESS ii �i RIPPED P.T. 2 x 4 MA6 AT 2'-0" O.C. T"S SHINGLE DEPRESS FOOT ING IF II II c� AND 1'-0" FROM ENDS — W/ 12d AT 6" O.C. REOUIRED TO MAINTAIN P.T. 2 x 6 PLATE W1 • A'0 CORNERS �--'' _ GRAVEL �-- o o �I 1118" VERT. CLR. - -- - --- - - M 1/2" DIA. x 6" WEDGE MIN. 18" DIA. x 8" OP. d e� e. �, 0 a eIIIII _ Ir �' 'lII� o CONC. FOOTING •° p ANCHOR & WASHER AT m I n s -V .o' e o o •• 4'-0* O.C. a 1'0" FROM ,IIID d ENDS NOTCH L.V.L. I I -- n ', -- - _ o AS REQUIRED ADD 2 x 6 BLOCKING ^ _ GROUND CLA)1P TO BE LOCATED DIR►'CTLY w illl Irr— n° P n - BELOW ELEC. PANEL(S) SEE FLOOR PLAN i N _ I _j11 nll� EXISTING 6" CONC.— `'� CONT. 26 GA x 1-1/2' x 1-1/2"gillill +(I II FOR LOCATION OF PANELS) STEMWALL ^ -- N01E SEE DTL. 1/2 FOR ^I --- jlpl —t_ -11llI W/ Bd AT 4" O.C, EACH MEMBEP J 7 TYP. ENDWALL FOOTING TYP' NOTES a DIM. z 4 MARRIAGE LINE FOOTING s CRAWL SPACE ACCESS e GROUND CLAMP DETAIL SIDEWALL AT RAMP SHEET V n Sf.,ALE 3l<• 1'0" SCALES 7/4' P-0• 2 — -- — SCALE fU2' 1'0* SCALE! 3/4• 1.0' Z SCN E 314' t-0' 2 N 2004—KM-o*r = z 4' 1. 7�1.MNPY_!�i7/'► ,' �W19R."bf.wFl!n,.w t., At NOTICE: IF THE PRINT OR TYPE ON ANY rCrIIIfIIII�11 IIIIIII �III�iI-i IIiIIIIIIII�I�IIIIfIIIIII'flTz­_IfIII)1IIIII IIIIIIIIIIIIiiIII 111I111II�III4.[=- IIIIII III-(III IIIA I IIIIIII 111 I 11111111 III III IIIIIII III I�I ? IMAGE IS NOT AS CLEAR AS THIS NOTICE, 16 8III ) zo,T IS DUE TO THE QUALITY OF THENo 3e1 ORIGINAL DOCUMENT E 8Z S>L + GZ + 9Z Z ibZ SZ r�L IL OZ 6I 8i GI 9i QI 161 alt Zi III 1( 6 G �11 I S; tb S L ta,llne LII + IIII III IIIIIIIII I � i IIIII�IIl �,�� 11 111 >� lllllllifi�lll a g: 5 Y 81'-0" a 17,-0„ I 64,_0„ — . -------------------- 1'-10 3/4" 16'-0 1/4" 14'-1" 32'-0" 2'-4" 4'-0" Q'-4" 12'-5" 5'-6" ', 8'-5 1/4" 11'-3 1/2" 4'-10 1/4" 4'-U" 3'-6" 6'-0" 8'-0" I w I I 1 a - rD PR01�F Q O OIt IF __ _ , ----- - - - -•--- --- 5 �� f ar�ooN z FIELD INSTALL (2) SIMPSON aiw"". < I MST126 W/ (13) N10's EACH - I 1'-4" END ACROSS JOINT - TYP, ° NOTE; - n. RP - ADDITIONAL WINDOWS MAY BE ADDED. _ _ Qi --- - --------. - EXPIRES: 1 3VO4 VERIFY WITH ARCHI I ECTURAL SEF. a' i -) ; div � � - ::lAna� -:r�a-��_•s►www+. .. �%M USE [P UMKNTS 9 14 _ i I I !IN I Ml[i T FE IDEAS MiJ 7 7 II N_lr �J I I �_ ' r OECOPPOftaTEO FfREIN IS -t IHFPERI 1 9 1-TIS R,INO 13UILI BE �- - ----- - ING SI.':TENS. Ir,:. rum IS NOT TO BE USFJ)• IN VALE OR IN PART, FOR -.. ... Z N ANY OT►E� USE (1F cPROJECT7 8 U Lu~ t` ` 1'' "_'t gRIZATION. (2) 2 x 6 POCKET STUD X00 ' _ 7 <J (� ca 20 I ; ,o l - 7 PRESCHOOL O PRESCHOOL Y FD /I (1)�Q 7 / I % • _. _ CLASSROOM o� 5-1/8" x 13-1/2" G.L.B. RIDGE \ ---- _ - - — - -- - - - -- -- ---- - -- -------- Q0 CLASSROOM �6 I' RE T�M� -- ---- ri N 24f V4 C-3/8" ` / VCT �V - - - - fq7 16 - C 4 co7N m Is r t VCT S,1✓ � i - - .\ - - - - s. co NOTCH EXISTING (2) 5-1,'8" � �� o I � ? G.L.B,s FOR 2' BEARING 44" HIGH PON f - - o !� I R TRO N1 SEAT - TOE NAIL W/ WALL W/ CAP RANGE BY E� �I - (5) 12d EACH SIDE OWNER FD 5 Q LYl I I DISHWASHER I� P� I _RE'V� M I � �" BY OWNER __� - ' - --_ v>' W 7 O 7 Ci' O 18 Q- 5 6 GAL. ?'-8" - 7 00� 7 �J _ 7 WTR. HTR. '��- - --- --- 1 12 ��, 12 ��. cO I I a, F'NL ,�' - 7 7 Ln 1 r, rn —— I C N A OUNDFLOOFLRR DRAINJ SIMPSON CS18 W/ (8) N10's -�uOB SLOPE 2'-0" f ��1 3'-8 4 -0 9-4 8'-8 4-0 5'-3 4 -11 4'-U " ' " ' " " ' " " I ' " " 11' 5" I MIN 1/16" SLOPE - TYP. EACH END - STUD TO RIM I - _ _. -- -----__ _ TYP. AT (4) CORNERS - - — — 17,_0„ 17'-11" 20, 4 24,_5„ 1 + IJ SITE BUILT MODULAR FLOOR PLAN SCALE 1/4" = i'-0" FLOOR CONSTRUCTION CEILING NOTES � FINISH: SHEET VINYL AT RESTROOMS, CEILING HEIGHT: 8'-0" (U.N.O.) VCT AT BALANCE SUSPENDED T-GRID W/ ACOUSTIC TILE D®®R SCHEDULE - DO®q ROUGH FASTENING/SCHEDULE MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS BASE: 6" SHEET VINYL COVE AT RESTROOMS, � (EXCEPT AS NOTED ON DRAWINGS) (REF: MFR'S INSTALLATION DATA) � 4" VINYL AT BALANCE C� z0 Sim I R.U. HDWR FIRE OPENING SCHEDULE - INSTALL SUSPENDED CEILING PER UBC STD 25-2 N0. I•:ADER REMARKS L� WIDTH HEIGHT THICK. HAND COPE FACE FINISH SIZE TIFE IA,1L FINISH IWOA1 TYPE GROUP RATING CONNECTION NO. / SPACING UNDERLAYMENTI MIN. 3/8" CCP AT SHEET VINYL 1 3'-o" 6'-8" 1-3/4" 1 RHOS HM MTL PT HIA+n PT 6-5/8" G 1 4x6 OF "2 FLAT EXTERIOR DOORS -- & VCT AREAS ATTACH LIGHT FIXTURES TO CEILING GRID W/ Q 2 3'-0" 6'-8" 1-3/4' LHOS HM MTL PT HM-KD PT 6-5/8" G i — 4x6 [F "2 FLAT RIM JOIST TO FLOOR JOIST 3 PER JOIST 0 S , O 3 3'0" 6=8' 13/4" RHOS �� MTL PT HM KD Pl 6-5/8" G t 4x6 OF "c FLAT METAL DOOR W/ HOLLOW METAL FRAME (WELDED) (4) 6 X 1' STSM SCREWS - _ _ _ R.O. WIDTH CALL SIZE L-v2• JOIST TO JOIST 2 ROWS AT 12" D.C. SUBFLOOR: 3/4" APA RATED SHEATHING ATTACH HVAC DIFFUSERS TO CEILING GRIP W/ 4 3'-0" 6-8" 1-3/4" LHOS HM MTL PT HM-c PT 6-5/8" G 1 4x6 OF 02 FLAT R.D. HEIGHT CAU. SIZE • 2roe (ACTS AS 1 PERM MAX. VAPOR BARRIER) --- - -- BLOCKING 2 EACH END (4) 06 x 1 STSM SCREWS C..� 5 3'-0" 6'-8" 1-3/4" LH _HC WD CO WO Co 4-3/4" - t 2 _ —__ GBI_. METAL DOORS W/ HOLLOW METAL FRAME (WELDEGt — ----- JOISTS: 2 x 8 DF "2 & BTR AT 16" O.C. LIGHT FIXTURES SHALL BE INDEPENDENTLY 6 3'-0' 6'-8` 1-3/4" LH FIC ]WD CO WO CO 4 3/4" 1 3 R.O. WIDTH CALL SIZE • 4-v2• STUDS TO PLATES END NAIL 2 EACH END AT 2x4 7 3'-0• 3'-8" 1-3/4"- RH He CO IND CO 4-3/4" 1 3 - — - R.O. hf.IOHT CALL SIZE • 2ve SUPPORTED BY 12 GA. WIRE.i AT ►- STUDS TO PLATES END NAIL 3 EACH END AT 2x6 RIM JCISTSI 1-1/2" x 7-1/4" CONTIN. LAMINATED EACH CORNER sTOREcRONT 000R VENEER LUMBER (ER-4979) �-- a NOTES: 1) CAULK AND SEAL ALL EXTERIOR DOORS. 3) ALL DOOR LEADS 4-1/2" U.N.O. C R.O. WIDTH CALL SR.O. HEIGHT CALL slIzE •ZE • 4-L2•2-V8' BLOCKING 2 EACH END ROOF CONSTRUCTION JAMB STUD TO 4x HEADER MIN. 4 EACH END OFFSET RIMS: 2 x 4 U 2) ALL EXIT DOORS SHALL BE OPENABLE FROM THE 4) ALL DOORS TO HAVE A OPENING FORCE NOT TO -{ cA INSIDE WITHOUT THE USE OF A KEY OR SPECIAL EXCEED 5 POUNDS. I iMEL.Y SPLIT MEDIA DOOR a JAMB STUD TO 2x HEADER MIN, 2 EACH END INSULATION: R-19 U (CELLULOSE) ROOFING: FIBERGLASS COMP, SHINGLES OVER N KNOWLEDGE OR EFFORT (U.N.0,) 3 (2) LAYERS 15" FELT (MIN. CLASS B) IL D R.O. WIDTH CALL Si2E • t-,�a• STUD TO STUD (CRIPPLE, ETC.) 8° O.C. MOP IN FIRST 30" PER UBC TABLE 15-B-1 R.O. HEIGHT CALL SIZE BOTTOM CLOSURE: FS-25 HARDWARE SCHEDULE UPPER TOP PLATE TO LOWER 2 EACH SIDE OF STUD — — METAL DOOR WITH WOOD FRAME (PEASE 8 STANLEY) TOP PLATE EXTERIOR WALL CONSTRUCL0. INSULATION: R-30U (CELLULOSE) VV/ FS-25 GROUP "1 GROUP •2 GROUP "3 GROUP "4 (INSWING) R,O. WIDTH CALL SIZE • 2 (ACTS AS 1 PERM MAX. VAPOR BARRIER) __ I R.O. )-EIGHT CALL SIZE . 2• BOTTOM PLATE TO FLOOR 2 EACH SIDE OF STUD 1V2 PAIF BUTTS 1112 PAIR BUTTS 1V2 PAIR �11T5 -- FINISH: 1/2" T1 11 HARDPOARD W/ 8" VERT. SHEATHING: 7/16" O.S.B. (24/16) METAL DOOFWITH WOOD FRAME (PEASE & STANLEY) RIM JOIST TO RAFTER I PER RAFTER GROOVES AT EXISTING PANIC/!-tLL W/ LOCK LEVER/LEVER PASSAGE) LEVER/(-EVER (PASSAGE) (OUTSWIIV(j) R.O. WIDTH CALL SIZE • 2• " CLOFa WALL STOP n2 R.D. HEIGHT CALL SIZE 1 s/16 RIM JOIST TO TRUSS MIN. 2 PER TRUSS MIN, 7/16" T1-11 W/ 8" VERT. GROOVES FRAMING: 2 x 8 DF 1 & BTR AT 24" O.C. JT WEATHERSTRIPT NEW DOOR BOTTOM PHILLIPS DOOP "F17 (WESTERN STEEL DOOR) RAFTER TO RAPIER 2 ROWS AT 12" O.C.cEXISTING BEAMS: 5-1/8" x 34-1l2" GLU-LAM BEAMS tzj t V2' MAX ACCESSIBLE F R.O. ,NIDTH CALL SIZE V BLOCKING 2 EACH END SHEATHING: NONE THRESHOLD R.O. (EIGHT CALL SIZE 1 OVERHANG: NONE - MATCH VENT SPACING 2 x 4 LEDGER 2 ROWS Al s" o.c. STUDS: 2 x 6 DF STUD GRADE AT 16" O.C. METAL DOOR W/ HOLLOW METAL FRAME (KNOCK-DOWN) 2x BRACE TO RAFTER 4 AT RAFTER _ ROOF PITCH: 2 IN 12 _I R.O. WIDTH Ch-L SIZE 2" INSULATION: R-19 U (FIBERGLASS) R.O. IEIGHT CALL SIZE r NOTE, ALL FASTENERS ARE 12d (.131) Lx ABBREVIATIONS pSSTANDARD S E THINGASTENING - U.N.O. INTERIOR DOORS INTERIOR FINISH: 5/8" V.C. GYP, BD. _ T (ACTS AS 1 PERM MAX. VAPOR BARRIER) ABBRE f% WIDTH CALL sDATA LIST AL ALUMINUM CO COLON f OAK HL- HOLLOW CORE MTL MEAL SC SOLID CORE VWS VINYL WRAP SURR. HOLLOW / SOLID WOR.O. WIDWIDOD DOOR W/ WOOD FRAME FROM NER-272 SEPT, 1997 SKIRT: MATCH II +IIJG `n M I E 2° • AFF ABOVE FIN. FLR. CS CAULK & SEAL HM HOLLOW METAL NRW NARROW (LITE) SF STOREFRONT WD WOOD R.O. HI CALL 511E 2 ve BA BRONZE ANODIZED FGL FIBERGLASS INS INSULATED PF PREFINISHED STN STAIN WLD WELDED SPACING IIEE MIN. LENGTH INTERIOR WALL _CWS 1 RUC TSO. FOOTAGE: 2262 S.F. BV BOTTOM VENT FP FACTORY PRIMED KD KNOCK DOWN PT PAINT TIM TIMELY FRAME -- ION Gra CDR CEDAR FPT FIELD PAINTED LH LEFT HAND RH RIGHT HAND TMP TEMPERED TIMELY FRAME FLOOR SHEATHING (UNBLOCKED) EXT. WALL LIN. FOOTAGE: 218 L.F. Q .a R.D. WIDTH CALL SIZE 1.1/4' STUDS: 2 x 4 HF STD & BTR AT 16" O.C. (U.N.O.) INT. WALL LIN. FOOTAGE: 58 L.F, I CLR CLEAR HB HARDBOARD LHP LEFT HAND REV. RHR RIGHT HAND REV. TTP TAPE, TEXTURE. PT � m R.O. HEIGHT Cal SIZE r 3/4" COMPLY 6" EDGE 8d (.1131 2-1/2" � cn 1 POCKET DOOR 10" FIELD SCREWSIIANK— INTERIOR FINISH: 5/8" V.C. GYP. BD. PROJECTED ROOF AREA: 2300 S.F. 6 —_- — 3 R.O. WIDTH tt x CALL SIZE( 2" SIDING (ALL EDGES SUPPORTED) EXTERIOR NOTES ., >- I R.O. HEIGHT CALL SIZE 4" _ m W111A00W SCHEDULE - - 7/16" TO 5/8" 11-11 4" EDGE 6d (.099) 2 1/4" CORNER BATTS: 1 x 4 CEDAR OCCUPANT LOAD CALCULATION � -� o I 31-PASS DOOR 3" FIELD GALVANIZED " O C I. LTR. QTY. SIZE WINDOW I HEADER REMARKS / R.O. WIDTH CALL SIZE - WIDTH HEl ii 1 rPE FAME GLASS SC MAX. U MIN. INIERIOR EXIERIOR 4 FASCIA: 1 x 6 CEDAR PRESCHOOL CLASSROOM (960 S.F.)/(20) - 48 Lu O R.O. DIGHT CALL slZe • rve ROOF SHEATHING(I,�OCKED1 LL = A 1 6'-0" 4'O" XO VINYL DUAL / CLEAR .57 .54 _VWS t x 4 CDR 4x6 FIF "2 FLAT PRESCHOOL (992 S.F.)/(20) - 50 v B 5 4'0" 4'-0" XO VINYL DUAL / CLEAR 57 ,54 VW5 1 x_4CDR 4x6 DF "2 FLAT 0 BI-FOLD DOOR 7/16" O.S.B. 4" EDGE 15 GA. 2" BARGE: Ix 6 CEDAR ,,...,,�� ,,, ,.o , , O C 1 10" 2'-0" FXD VINYL DUAL/CLP/TMP .57 54 VWS 1 x 4 CDR 44 OF "2 FLAT 5 R.O. WIDTH CALL SIZE 2" 8" FIELD STAPLE KITCHEN (190 S.F.)!(100) R.O. (EIGHT CALL SIZE • 5/8' • FINISH GUTTERS: 5" K-LINE (PRE-FINISHED) SHEE i OG D 4 4'-0" 4'-O" FXD WD ONE-WAY WD - SEE PLAN FUR iEtFERING OPTION' 4" EDGE 8d BOX 2" RESTROOMS (120 S.F.) U 3 NOTE, CAULK ANID SEAL ALL EXTERIOR WINDOWS. NOTE! AIL TRIMMER HEIGHTS R.O. CALL SIZE 1-1/2" 8' FIELD DOWNSPOUTS: 2" x 3" RECT. (PRE-FINISHED) TOTAL 2262 S.F. = 100 2004-KM-'07 NOTICE: IF THE PRINT OR TYPE ON ANY C I I f III III III III I I I I III 1 11 1 1 1 1 III 1 1 I i III III 111 111 i I I I I III I (I 111(111 ' I I I I I I I�jI I I I III III I�I I I I III III 11111 III 111 I I I I I I III IIIIIII III III I I I I I I C IMAGE IS NOT AS CLEAR AS THIS NOTICE, _I 111 I I I I ' 31 _I I 141 -I I l L__ I_ L 6[ I __.!L ( I oLI I ° I I 1 I I 11 I J-a/r-L 13 �005 1-f IS DUE TO THE QUALITY OF THE _ _ _ _ - _ Y-- N°38 "==="' IIII�III�IIIIII1IIZ 1► i11l �ilLlitlll�lll9l111-111lfIllll�IIb IlIIII�III1I�III►I 1111111!1111 DOCUMENT II ��� al�i>Ie Illl�llll IIII�IIII iIII�Il�1W11�111111►1►iI1111111!111ll1111ll111111ll.�1111ll11ll11� llll►1'k11 '+ I I IIIIIII III I `i rr� 3 4 ( 5 `86 •86 �- WF' PC WP PC �- - 1.45 •45 - -__-� -- - � - - - - - I •4 J F 3 �. A1 � x i T 1 O hE D L I DED DED A9 K/Y] X Al: A15 A17 A3 - T 3 T PC (, EXPIRES >?/Jvo4 T _--rte— _._.._ ,.'�.. A9 Lf DOCUAIENTS I — �. �i15 DC fCEAS -- -- — 7ESIGNS INCORPORATED 4REIN IS A) j C PROPERTY OF KIDEPN BUILO{N3 �i STEMS. INC. AND IS NOT TO BE ° Q USF . IN WHOI c JR IN PART, FOR ANY OT4H uSE OR PROSECT T A19 i I \ / — -- T� ~ :itl�&UT NRITTEN AUTKAIZATION. \ 1 A2,4,6,8 • oB __ ; I I A3 - �1 ' ' '? A5 ' -- � WP A7 - - A , C6 � Al Al / �- - -- s A A3 A3 {� L �- Q All - — A10,12.14.16 U \ _ O � A7 T NFL F •4 _. All A11 A5 �! A5 A5 A21 _•42 _ _ ;PFI+ 2 I' A7 T �' - T( - T ) 11 A21 j . ' � �► -� ! t� �_ _ L� ---1--- _ . ­11 -- — - A23 A21 A25 - FAI , I LJ Lj REFLECTED CE I L I NG / ELEC PLAN SCALE., 1/4" = 1'-0" SYMBOL LEGEND 2' x 4' FLUORESCENT LAY-IN FIXTURE ELErTRICA.L NOTES =� (3) TUBE 32W T8 W/ ELECT BALLAST d ' o CONDUIT: u� 2' x 2' LAY-IN SUPPLY DIFFUSER ■ METALLIC AND M.C. CABLE 1 ❑ NON-METALLIC SHEATHED CABLE V -(�- WALL MOUNTED LIGHT FIXTURE �? o . !io ? P PHOTOCELL 0) WP - WEATHERPROOF lit f ' M 0 DUPLEX RECEPTACLE AT 17" A.F.F. (U.N.0) ~ `� GFI - GROUND FAULT INTERRUPTER WIRING LEGEND WP - WEATHERPROOF --- T TAMPERPROOF EVITURE (COLOR IUO AMF MIN. 2' EMT CONDUIT W/ 120/208V (4) 3/0 XHHW-CU 220V RECEPTACLE POWER NEUTRAL THREE PH. �(1) 44 BARE CU � RECEPS BLUE OR WHITE W/ -. •• -�..- -- SINGLE POLE SWITCH PURPLE BLACK STRIPE '" •- ' • WATER BROWN WHITE $3 T1�REF-WAY SWITCH HEATER STRANDED , I OO JUNCTION BOX SPARE TAN WHITE SOLID I LIGHTS BLACK WHITE W/ W BARE TO--------* •4 BARE fIJ TO WATER BON'"J CHASSIS f OT THERMOSTAT AT 48" A.F.F. TO TOP OF CONTROLS OR RED RED STRIPE O FIRE ALARM (RACEWAY ONLY) (JTCH LES ONE-LINE DIAGRAM RMAh rt NOL ORANGE DL ZONE YELLOW NO SCALE � VISUAL ALARM (RACEWAY ONLY) NOTE ALL WIRING TO BE MIN "12 -" '82" 1V CENTERLINE pq V PHONE BOX - CONDUIT UP (RACEWA) ONLY) w z `Q DISCONNECT y o CEILING SEISMIC BRACE IN-DUCT SMOKE DETECTOR CAPABLE OF w n ,n - i N U--- - SHUTTING MECH. UNIT(S) DOWN WHEN T a m SMOKE IS SENSED AUTO-SHUTDOWN RESET KEY SWITCH SHEET 4 REOPEN" 200'1 s NOTICE: IF. THE PRINT OR TYPE ON ANY I I IJ I I I I I I I I r II III III I I III I I I I I I V I I I I I III III 1 1 1 III III I I I I ! III III III III III I I I ' I I III III III III III III III I I III 11! 111 1 1 1 1 IIII 111 I I i I l I l III III IMAGE IS NOT AS CLEAR AS THIS NOTICE, 13 �ootj L_ -_-_-- -- ___-- 1 -- --_IT IS DUE TO THE QUALITY OF THE Ne.36 CIR!r;INAL DOCUMENT 8Z 9�f /�Z 9'l, cN� �z EfZ Z tL 8 8t S1[ G�t et �9t fit ti�t Zi Ti 1 ��8 9 I G 9 ilb I S L t�iYllN I IIII IIII IIII IIII!�III IIII�IIII IIII IIII (III II!I�!illllll llllllilllllll IIII IIII!IIII II►I►IIII IIII�II►1111Ii�llIIIIIII IIIIIIIII�IIII�III, ►IIIIIIIIIIIII IIII�IIIIIIIII�Ii1I11111- 1!I,1III! 11II IIII II!1l111 �lllllIllllllll 11111111i;�llll� ��11111111 1 lll�llll► r - -777 LT 1 l _ JJ I - I I inY� IV If11, 1. 1 -1 lit �a - - - - - III Hm .._..__ "1 A. R nse EXPIRES= 2/3VO4 END SUE k r !"Ll JKAS AACI t 1l 14 LPAIM WtSiN IS 'i F PR(Ja Ri, (F m%IEPN BJILAING -r fS. INC. Atli) IS NOT TO PE 11 ,'101 OP IN PART, FUR " C° PHO ..CT 1 5 �+1}IFpll�gtlUN. 71 f r ' T 1_rZ �ZI I_T T I T — —. �' TYP. INSIC411A LOCATION (REMO`JE & RETURN TO C6 STATE t• I i CORNER gAl T - T r P. I �1 1 1-1(1) BAA 1 \/ r2) ROW. 5 G W L' SIDE E► L �- /rr W Ui E_ XTER I ELEVA �, L 1 L) ,z)LALL: 3/16„ 11-611 � cL ILL V j Cf� e u� x �3 CPN cp � I 111" x 36" MIRROR - - -- TYP. 4" - - - r _ - - - - BACKSPLASH - > - �� m -- — l i GRAD BAR -- - - Sa 6 GAL. W.H.---- i - - - - - - 11> N \ _ At 4-0' HIGH PLASTIC PROVIDE PROTECTIVE T.P. DISP, - -,� _LAMINATE WAINSCOT 4' 0' 2'-0" 4'-0' 2 rr 2' 0" -0" 2'-6" t--O" ` INSUL. AT HOT WATER OVER WATER RESIST. AND WASTE PIPES GYP. BD. - TYP. DISHWASHER BY OTHERS RANGF BY OTHERS TYP. RESTROOM ELEVAT i �N 2 K I TC ELEVATIONS 3 LAV. ELEVAT IUNcn SCALE: 1/4" = 1'-0" 5 SCALES 1/4" _ 1'-0" 5 SCALE 1/4" 1'-O" 5 -� Q 60. c". 1. p f w 3v *Nan 2004—KM-07 s NOTICE, IF THE PRINT OR TYPE ON ANY IIII . I I III IIIIIII III ill IIIIIII III III III III Ill I I I cIIIIIII III I I III III III I I l I I I III III I I III III Ili III III 111111 1 1 1 1 11 111 ' I I l l l l Ili III 111 l 11 I I i l l l l l I I I I I I IMAVE IS NOT AS CLEAR AS THIS NOTICE, L_ I 1.1 I 121 I _-- -361�_. - - - L- II I I 1 I I I I I I I I I lO I 11 1 �J C1- I v�UO J i 8 ---- - 1 IT IS DUL- TO THE QUALITY OF THE —�^ I � 8i (GII��ItIIII II8II1ItIIII�Ii9ll�Il��►II6I�IItIIII �IISIIIiII►► IlZii Tllll it i���lllillllIllll�III6IIII�IIIiiI8I►II 11111111Gi11�111IIIISlILItlll, E ORIGINAL DOCUMENT IGIIIII I8I1I,IISIIl ►gI �.I fill tI►�Ig��11kMll� I I ci ) + 4 I I LA � �> � c-r�Ilk -- - -_ -- - ---- - -_- -_ �4 -i 9 SRI " 1,477 A. RAS�J 1 I 1000 CFM \ EXPIRES: Tlr3VO4 12" 24" A / GRIL[E l 1 OF CXxl1•D1 f ti J - — THnIE5SG 1nEttlMJR TT® HEREIN M�, 1 TEE PROPER OF i1CJ,'-M BUIL!lii.t.. 0 4 SYSTEMS. 11:_ NU IS 140 Tr rf 8" S/ DUCT r1 lica. N wIM OR rl PAPI. [OR 1tt'UT .PfrT_t4 /U1IURIZATION 11 l00 200 200 0. 250 5� ��' L.) - _ ►- ANr OTI"- USE OR PROJECT L' 11 CFM CFM CFM10 8,. I 28" x 8" x 24 GA. cFr 1 \ - CFM CFr.I - — — SHT. MTL. S T ART I I U u 1JUU 250 J! 1�(1 , �_. COLLAR - t ti'P. CFM V, l000 r r�1 R/ � - --- ,I 2411 SI GF'IL E - - _ - - - _ 21" x 12" R/A DUCT (16' L.) - >, I 8, rn 28" x 8" S/ DUC T � 160' L.) \ ( cn L.L I r _ 8A U Li X MECHAN I CAL PLAN SCALE: 1/41' 1'-0" eta I � MECHANICAL NOTES c OUTSIDE AIR CALCULATION o MECHANICAL UNIT(S)., (2) 2.5 TON WALL HUNG HEAT PUMPS 0 MECHANICAL UNIT At x WITH 10 kw ELECTRICAL HAT PRESCHOOL (30 OCC)(15 CFM) . 450 THERMOSTAT(S), WR IF-94 RESTROOMS (2 FIXT)(50 CFM) = 100 t 1 o DUCT MATERIAL= KITCHEN (2 OCCX15 CFM) . 30 1" FIBERGLASS W/ 26 GA. SHEET TQT—AL T 580 ME I'AL ROUNDS o MECHANICAL UNIT B! `#iw7F1�f 7'MTT .I.Rv o ECONOMISER(S): PRESCHOOL CLASSROOM (30 OCC)(15 CFM) = 450 El ECONOMISER(S) AW CONTROLS J, ■ COMMERCIAL ROOM VENTILATOR(S) 0 NO ECONCIMISER(S) o VOLUME DAMPERS: w PROVIDE VOLUME DAMPERS TO I 1 CONTROL AIRFLOW AT EACH DIFFUSER m 1 C" Cl W .� a rC� C) > .� PV L 1 Cl T6 0 I rll I I I 1 1 1 II . I I I I I I I I I I I I I' i I I T T I I I '(I I I I I I ' I ' I I I I I I I I I I I I ISI I I III I I ' I 1 1 1 1 1 1 I' I 1 1 1 1 1 1 1 III l I ' I I I IIS ' V I I I " NOTICE: IF THE PRINT OR TYPE ONANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, �1 L -- 8IT � .__ ,----�-- -- 10�— -I UE TO T HE QUALITY OF THE No ae ORIGINAL DOCUMENT III-I ------- ell lllllllll�-l-lll-l-ll��llll-l-lll-ll-ll 1 II-1I�11�1111►II I I I I(II-II-II-IIlII-III+I I►11111-I - - - 8�i Aq — , _ . --AIR1 IlI'IIZIIIIIII11�1I111Ii1II?Iill►II I IiII ► II9II1�111111111IIIItI� ill HANGERS TO BE 112 GA. GALV.. SOP1-AN EALM END WALLS ATTACFfD W/ MIN. (3) TURNS TO CEILIN13 $USPENSION MEMEIM AND TO V4' x 3' LAI: A.i SPLAYED MORE THAN 1 IN 6 Cll i OF PLUMEI. MILD STEEL WIRE AT 4'-0' O.C. AND MAX. B' F" PROVICIE COLNIER SLOPING WIRES. INTO E301TOM EDGE z ~� 1_ Y, r:V�(_,� OF ROOF jCIST MERE WIRES •12 GA SPLAY-WIRE ERACING IN PLANE OF EARA RLMER. VERTICAL ANGLE • 45 DEG ALL WIRES ATTACHED TO MAIN RLMER. SPACE MAX. 2' FROM --- - v--�' /INTERSECTICN • riP. 1/4' DIA. . 3• - ---- - - LAG TO BE INSERTED PARALLFl. TO DIRECTION OF WIRE -_-- "12 `HIRE AT- 8 MAX. 45 O, EACH MAIN TEE ---_ -- - -- RAFTERS R A F I F R - 1112 SUPPORT WIRE i' 6d 10092 x 2-1/416d (0.092 x 2-V4•) - •I; 1:r F - -�� 8" MAX, AT CRISS TEE AT LP L.V.L. BEAMS •12 SPORT WIRE AT EACH TEE ar EA(11 PEE FLOATING END AT 4'-0' O.C. ON •/ 3/8" 8" MAX. MAIN TEE TYP. `�(R \ 6d (0.092 x 2-V41 1 4T EACH TEE FIELD TIE WIRE TO _ FIELD INSTALLED T/I x ANGLE x D.02 - O _ - CROSS TEE CEILING LAG ./. 1 VERT. STRUT AST - -- — - \ _—DUCT SFIAY LOCATIONS ,Q I<) t 9LIT TURNSTYP. w� -- /j� FLOAT THIS EFD SNAP fH� END Of _ CROSS TEE OF-- CROSS TEE INrO H •12 WIRE EACH 16 STSM SCREW i O ACOUSTIC TILE ACOUSTIC TILE --- ----- MAIN TEE `•, MAIN TEE ,• n . -7� 7 SIDE TYP. MAIN TEE \ �\ MAIN TEE CROSS TEE-------- RIVET EE------- --- - ACOUSTIC TILE _- ----- -.--- -- -------- �,I ` \ RIVET ONE END RIVET-- -- -- - CROSS TEE RPS 2• MAX - PYP. FLOAT AT OTLERI _ _ FIELD INSTALL ACOUSTIC 1' MIN. SHEET KETAL FOR ALL BRACE 7/8' x 7/8" x 0.02 --- -_ 7/8" x 7/8" x 0.02 DUCT HANGER STRAP —CEILING THIS ROW ONLY EXPIRESY 12l3VO4 - 6' wlr>F5 7/8' x 7/8' x 0.07 ANGLE WALL TRIM ANGLE WALL TRIM _ _ __ VARIES VAS REQUIRED BY - -- - NOTE: MARRIAGE LINE OR DUCT MANJFAC,TLIRER ANGLE WALL rRlht OPPOSITE SIDE FLOATS CROSS TEE DUCT SUPP01-� 1 COILING BRACING DETAIL 3 CEILING GRID AT Ef'�U �NALL 4 c I IJ .�.�". L CEILING GRID AT IDE WALL 5 CE GR! AT SIDE WALL _ 6 CFILIf J , Gf, ID AT I_� �r� ' GE_ ISE nocUrlErrrs I Ila UPIEi N 1 t00 11-E IDEAS At,V PESl NIS RX'flOCIPATED HEREIN IS 7 NO SCALE 7 NO SCALF 7 MJ ,SAIH 7 FIXED EDGE No SCALE 7 FLOATING EDGE NU MALE 7 _ NO KAI- r r>' rtppFRN EuIIIDUNr AMID IS NOT TO BE U FiJ, IN 4;�e.u_E OR IN FART. FOR ANY Orqn I,ISE OR `t;0,.1FPT p TTCl1E14 AU I', ROOFING - -INSULATION W/ FS-25 RIDGE VENT HOLD PL Ib 000 R ROOFING 7/8" SACK EACH SIDE CH RIDGE RCS SHEATHING --- INSLLATION BLOCK - ___ RAFTER W/ (4) -- (4) 12d 2 x 3 FILLER x 9" L. AT � -CONT. DJ1YI. STRIP SITE BUILT ErI`_,1 M(XXII_AP RAFTER ----- -. 24" O.C. W/ 12d EACH END 18' L. x 2-V2' VENT_ � j E--- -- _ -- - -------� SPACERS AT 24' O.C. ROOFING SIMPSON CS18 W/ (4) NIOs EA. 12T.N. 0 G.L.B. " GUTTER FLASHING ���" �EHf1 L.V.L. TO END RAPIER GLU LAM BEAM --- `-- -- -- RAFTERS — LEDGER AT G4" O.C. 2� STAPLES— 1 (2) I-V2" DIA. VENT HOLES _--� - A -- - - - ---; \ (2) 12d-- - -_� GLU-LAM BEAM TOR 11.1/2" x 4' NOTCH) L SCREENED PER RAFTER BAY 1 x 4 x 18' LONG - - CS18 W/ (6)7n7 __ _____ / 1 2 x x 30" BRACE BLOCKING AT 24' D.C. __ �-. N10's EACH END N10's EACH ENI) _ AT FIRST RAFTER EA. FASCIA / — _ — (3) 12d — =_.�` = SIDE OF COLUMN u, _/ 2x RIM JOIST W/ (3) 12d \ (2) 12d TN. EACH SIDE R END NAIL TO EACH RAFTER \ SUPPORT WIRE OF EA. RAFTER TO O.L.B. SIMPSON CS18 W/ 4-0* MIN. PLATE SPLICE / [ACOUSTIC CEILING TILE INSULATION W/ FS-25- �_2 x 4 OF LEDGER W/ (2) SIMPSON A34 W/ (3) - - - ------ (4)(4) N10'S EA. END O �g LL W/ 128) 12d - TIP. --- BEJEL BLOCK ROWS OF 12d AT 6" O.C. N1O's EACH LEG ^ Y All LJ Z METAL R BLOCKING_ INSLILATtOJ BLOCK 12d AT 6" O.C. AT SIDING JOINTS- (10) 5/8' OTA. M 12d AT 24" O.C. W/ —GLU LAM BEAMS / tt +E (WIRE OCCURSI NUTS AND WASHERS S - 1'-0" IN FIELD INSTALL ACOUSTIC NEW 2 x 8 RAFTER --ExISrING F_rNC) F,VtER0 -12d AT 8" O.C. FROM END 8 E0. SPACE CEILING THIS ROW OWt 12d AT 6" .� -- n _ ';TUDS W/ INSULATION------- - — INTERIOR FINI511 STAGGERED L....._-1 SIDING 1 6 x 6 DF 12 6 x 6 DF tt 1 COLUMN ---- -r' — COLUMN \•• 7 TYP. S I DEWALL EAVE DETAIL 8 ROOF MARRIAGE DETAIL 9 NEW ROOF A-1 EXISTING 7 AIF 1 • 1 / VALE: I • I 7 IZ ALEI' 1 0 CS18 W/ (6) CS18 W/ (6) NIO's EACH END N10's EACH END _ FULL BEARING (RIM FULL BEARING (RIM— SIDING INTERIOR FINISH SITE EUILT EXIST, MODULAR OR BLOCKS) [1R BLOCKS) --r-�'- "�- ----�- — - — - E -UDS W/ INSULATION - V2" DIA. htB.'s W/ NUTS 5 COLUMN DETAIL 16 COLUf 1N DETAIL AND WASHERS AT 6'-0" O.C. 8 ed SCREWSHANK NEW UDERLAtMENT AS PEAU — - -_---- — i 3'-4' FROM EM IADJUST SPACING7 SCALE: 1" V-0' 5d BOX NAILS AT 4" O.C. r—SUBFLOOR AS REO'D TO AVOID JOISTS) SLIBFLOOR AT 6" O.C. Q RAFTER W/ (4) , A Z METAL 12d (.N• TO L.V.L. _1 _- -- LEDGER (4) 12d d1i " z. \ G.L.B. BEAM - ATTACH GLU L/-NI 1 BE,'4.1 l- I jr)I ',T -- — —� `--INSULATION W/ FS-25 FLOOR JOIST SIMPSON LLIP26 HAIGFR 12d AT 6" O.C. / TO COL. W/ (2) 3/4 -\ _-EXISTING CBL. RIM DIA. CARRIAGE BOLTS Z OFFSET RIM \ ---SIMPSON LLP26 HANGER INSULATION W/ FS-25--- -------RIM JOIST NEW 2x 8 RIM ---- - -- - - - ---- g I1J SIMPSON CS18 W/ (4) N10's EACH END r BOT. OF G.L.B. �. L two TYP. S I DEWALL- FLOOR DETAIL_ 3/16" TO BRACE 9" - _ 12 13 FLOOR MARRIAGE DETAIL 14 NEV`�� FLOOR AT EXISTING 3/16" x 6" x 9" L. 2 x4 / 7 -.0 Al F I - 1 n' F 7 SCALE: r T-n' 7 "CALE' 1' • r-O PLATE - WELD TO V - -- -- �-- 2 x ,� x �-- BEARING PLATE 1" x 5" x 10" STC. t� BEARING PLATE —/ — SIMP CS18 W/ N10's AT WALL PLATE — 2 x 4 x 30" BRACE / TYP. ' AT 1st & 3rd RAFTER 3/16" EA, SIDE OF COLUMN 0) SECTION A u; 1 NOTE: CENTER TOP & BOT. {, SCALE 1" 1'-0" ' BEARING PLATES ON ' COLUMN SIDING -- - -- -INTERIOR FINISH 3" x 3" x 3/16" STUDS W/ INSULATION--- --- --- J TUBE STEEL COLUMN BATT PANEL CLIP 6d FIOX NAILS AT 4' O.C.-- \� SILMOOR - -- -- 20 GA. x 2" x 12" 1 WELD STRAP W/ (12) N10'sPYP. Y - -- - 4 C't Z METAL 1" x 5" x 10" STL - - TOP OF SUB-FLOOR BEARING 1NG PLATE W/ PLAN VIEW ( m OFFSET RIM r FULL BEARING (RIM SCALE 1" s i'-0" DBL. END JOIST— --- -INSIUATION W/ FS-25 OR BLOCKS) NOTE► OVERALL COLUMN HEIGHT - 8'-7 1/4', (W/ PLATES) ' TOTAL NO. OF COLUMNS REO'OT - 2 17 TYP. ENDWALL FLUOR DETAIL 7 �_ 20 COLUMN -DETAIL -►'� 1 7�� SCALE: 1- " 1'•0' L) W R 11:`\N i 141 NRH S(11001, 1108 I':' B14, 2004-KM�O7 Bl'P2004-00102 7of I I NOTICE: IF THE PRINT OR TYPE ON ANY I TT I1 I I II III IIIl III III li IlI I I III I I III 1 1 1 III III III I I I I I I I I I! 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VL�Jti le't9S EX A, f.A, 1/2H&C (1) - \ EXPIRES, 31/04 CW 12..5) > � t CW ( ) 3 WASTE TO SANITARY (12) �=1 —1-1/4" CW (40) SEWER (13 F(I) LAV-1 I V�/(� 1 \ I IH � ,-V.Ew AND TIE IUE;.:. �e, N IS (I FU) / `^/� I —C I �I -1/2 V 1 Er VHL-M l i?PU1P�Mp0ER1TED Ff�JIILO NG c n/r (1 FU) (4 FU) I ' I SYSTe4S. I��r• AND IS NOT To eE (30 FU) �� Y�Se I I I USED, IN bvfl)LF UP IN PAf?T. FOR / J ANY OTF Fn IIZF. OR FAOj':r L fiOU1 Y.'1;If frJ1 WIIFORIZATION \ VTR V .�..� I \ FD \ I t/ 1-1/4 BUILDING SUPPLY 1-1/2" V —� Fp 1/2" H'Jv' (1) - 1 -1/2" CW (1.5) (72.5 FU) I W (8) co S.12 (2 FU) i /1 �T WH-6 I � DW I /,/ n iI r � (1.5 FU) (? F(-;) / (1,5 FU) 11001 ul SUPPLY PIPING WASTE & VENT PIPING NO SCALE NO SCALE " PLUMBING FIXTURE SCHEDULE WATER CLOSETS _ REFERENCE DESCRIPTION STYLE I &PF MANUFACTURER MODEL CONNECTION VALVE WC LHILD ACCESS. W.C. FLUSH VALVE 1.6 KOHLER K4321 PRIMARY - 3" CLOSET, 1" CW - lJ URINALS REFERENCE DESCRIPI ION S1YLE G MANUFACTURER MODEL CONNECIION VALVE UR-1 WASH DN URINAL FLUSH VALVE 1.0 K0I-1LER 5016 T 3/4' CW, 2" W SLOAN 186 1 LAVATORIES REF=ERENCE DESCRIPTION STYLE GPM MANUFACIURER I MODEL CONNECIION VALVE L �. LAV-1 WALL-HUNG LAV VITR. CHINA 2.5 GERBER PLYMOUTH 12-314 1 1/2" CW, 1/2" HW, 1-1/4" W DELA 520 LEVER f SINKS ks) REFERENCE DESCRIPI ION STYLE GPM MANUFACTURER MODEL CONNECTION VALVE � ` l h -2 1 BOWL KIT SINK SS 2.5 DA'Y ION 02522 25" x 22" 1/2" CW, 1/2" HW, 2" W DEL TA 100 LEVER �J ' WATER HEATERS REFERENCE DESCRIPTION S T YLE WATTS I YANUF AC1 URER MODEL CONNECT ION ELEC 1. CONNECT ION Wli-6 6 GAL. TANK ELEC, _2000_ ARISTON GL-6 3/4" TIOV 16.7A I UTILITY SINKS �._... REFERENCEDESCRIPTION _ STYLE MANUFACTURER MUUEL CONNECTION VALVE x FD FLOOR DRAIN 3" ZURN _ ts1 2., W APPL I ANCES r Er-ERF['kE I DESCRIPI ION STYLE MANUFAC I URER MODEL CONNEC( ION 7FALVE DV DISFIWASHER BUILT-IN _ BY GIVERS 1-1/2" , 1,,2" HW PLUMBING NOTES o PLUMBING DROP MARKERS o STRAP WTR. HTR. TO WALL W/ (ATTACH 2 SUSFEND BELOW 26 GA. x 1" SEISMIC STRAP 'W/ FLOOR JOISTS) (1) "6 SMST TO TANK ANC' �, I COLD WATER - BLUE/WHITE (1) "3 x 2" BUGLE HEAD SCREW �. TO WALL EACH END HOT WATER - RED DRAINS - YELLOW 0 LAYS TO MEET OSPSC 414.2 ROOF DRAIN - WHITE a TRAP PRIMERS TO BE MIN. 12" VENT - ORANGE ABOVE FLOOD RIM PER OSPSC 1007.4 SUPPLY PIPING! TYPE 'Ni' CU o HANDICAP ACCESSIBLE URINAL 1 4 o CONTROLS NOT TO EXCEED 44" A.P.F. 11 <i o WASTE PIPING: ABS - DWV o SUPPLY PIPE SIZES BASED ON: rn 100 FT, DEVELOPED LENGTH 46 60 PSI Lll LY.: 9001) SNN' t)IIIIIIIIIANI RD ',I IF F-_T 8 lit'I'2004-00102 8ol' 11 2004-KM-07 `.I'. .+�...-ice �� 1NMd�MIPMM9\YIM!'N9�IIly4N1IFM,IMrMaWc11MF ItlAwMwi�RiWM�Wa.ttw11YW�11 NOTICE: IF THE PRINT OR TYPE ON ANY TI 111 r I ( I III III III I I I I I I I I I I I I I I I I I I l l III III III III III V I I I III III I l l III I I I II I I I l l t I I I I 11 111 III 111 11 t 111 V I I I III 1111 I I I I I l I III III I I I I 1 III III VIII 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ 1� �I1 I 4�. jl �- E1� I 8 I I 1� �TCt 1 l_ _ _�1- _- 1 _ l IT IS DUE TO THE QUALITY OF THE __ _ _ No,e ORIGINAL DOCUMENT 8z 68 Li 9z 5(z 16z - j t t t - 8 - 8 L-- 9 -�4 E -- � -I i�d�,�1 sz z tz oz � � ec cr 9t Qt �t I �� ►Illl���fllllllllllilllllll���� �1 llllll������ll���l� I �►I IISHill �►� IT ����►��I��I II�� ���I►Ili►�I�11111►�I ► If ► ( I � � 1 l I IIII�I Illlll lllllll,l, I IILIIII�lllilllll�llllillllllll Ill, 11 jj I 11 II S II� I ��II �� IlllllllllllUlllllllll�lllllllil�ll)1�11111111111111 lllll�l�.1111111 L�� L 1111111 I!. l 11 N 1 a owner Ti ard High School = Addition /9 Remodeir— PreSchool Tigard-Tualatin SD 213J 8960 SW Sandburg St Tigard,OR 97223 9000 rham RTigard , t: (503)4314000 f: (503)4314047 Du SW 97224 project manager Cornerstone Management 5410 SW MacAdam Suite 250 Portland,Oregon 97201 --- ---------------- ---- --- -----------___ _--_--_ _____--------------- __------------ - -__ _--- -- t: (503)295-0108 f; (503)295-1896 CONTENTS civil engineer SJO Consulting Engineers 6650 SW Redwood Lane,Suite 360 Portland,OR 97224 civil architectural mechanical t: (503)226 3921 f: (503)2263926 , C-1 CONSTRUCTION PLAN A2.01 PORTABLE FLOOR PLAN MP2.01 MECHANICAL/PLUMBING FLOOR PLA.J architect C-2 SPECIFICATIONS AND DETAILS MP2.02 MECHANICAL SPECIFICATIONS Dull Olson Weekes Architects I 319 SW Washington Street I Suite 200 i Portland.OR 97204 t: (503)226 6950 f: (503)273 9192 mpchanical engineer i MFA Inc. 207 SE Ash St. } Portland,OR 97214 t: (503)234 0548 f: (503)234 067 electrical engineer MFIA Inc. 207 SE Ash St. t Portland,OR 97214 t: (503)234 0548 f: (503)234 067 w -FERRED I Irl Sprinkler I ro Akaeq +i. � — AICCIMOie� ' Rho" Tii�tiiiiiiiiv 81 - Mamvbp LCA L alf O `r7 � O and High i G IZ — ' chool 0-T-C _ Occupancy Typ• Occupancy LOA 1= it Q Consln!cti„n Type k.� Rated Corridor f Energy code u� Accesefblll ...`. r O — - O V � VICINITY MAP M ---------- --- -------------------- ---------- _ a CITY OF TIGARD5 A� S S proved.F��Wo!t2�o.N s'�lrw�e January2004 r Nidilionully Approve i...r only the w�(�as�d$scribe in M 1 "IMITNO.f i. IL "G _ _. LD ()000 SNN' Ul kill �Nl PI) See Letter to: Follow I � +Z.+ t,ncrl Job ege _. a PRE-SCII001 I""I Skill dcuoQ���"-p I l;UP211lIJ 11111112 9011 II yv•�t�}N-,ybQ - Date -�- OFFICE CO .l NOTICE IF THE PRINT OR TYPE ON ANY _ iI l _I I_I_I I�! I I_I II III Ij1I'f1 rl�_r it 1rf� 1 T f 11 ITir lr 1l I_r�1l r I�ltll )IItllr�ir�l1l—t �1_t�t�r t�tl r )Itjt t1t t�I1�t—�lf�—t�I—�r��l��1I�I-_I-I.—III�IIi�Iji� )oO IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE Na 30 ORIGINAL DOCUMENTt; L 8Z �66 1916 L 6L s S �tk5 o�S 8�I 8t LI t 4�I t�rt sT k;t LT t� I 8 L I 9 9 t► s 930X taus - III�IIII�IIII�lllllllll�lllllllllillll lill�llll IIII�IIII Illl�lll�ll�lll�lll IIIIIIIII�IIIIIIIII�IIIIIIIII�III�II�IIII IIII�IIII IIII�IIIIIIIII�IIIIIIIII�IIII IIII�IIII IIII�IIII ll lllllllllll�►illi IIII�IIII IIII u III��k1I NEW 6' SIDEWALK ANIi FENCE BY G.G.- SEE CIVIL DRAWIN65 - 1 - X- x-- --x-�—X ARCHITBCTURE+INTERIORS+PLANNING to N 0 A W Q+ � W W a ! CI Z O 1� O 0 N in O Z N IC J 10 N J � N CD � O O N f \ r 'I( NEW 6' SIDEWALK AND FENCE BY 6.0-. 1 1 (VERIFY EXISTING WOOD -- -- SEE GIVIL. DRAWIN65 51MILAR TO WALKWAY CANOPY r EXISTING) TO REMAIN �/� PRE-PAINTED 4'-O" 8" RA. 20'-0" 12'-10" 3' 9" _O'tiI'4'-0",,4'-0"6116'4'-0" 3-Lill15'-6° 6 T. METAL GUTTER AND O. R O. R.O. R.D.f 0 - - --- DOWN SPOUT, I IYP. INTO — E---�(—n ---�E-- �T _ STORM TIE 5EWER - -- ------- ------- ----- �T— LINES ON -- -- I;^: cc 51TE-SEE CIVIL �- I 1 )0 r-REFRI,.vERATOR, -�1eW � (J i I`\ tl ANDIWAkr .\ L--= MECHANICAL I t L ( o - -- i DRAWINGS I i ir, T _ H. - , �-- __ i — . ... iI - CLEANOUT, TYP.- I ---5TORA6E CABINETS N : �' -�(�V`�_ �' I � BY G.G. - ___ � �__..- PAINTED STEEL HEAT PUMP BY 0 k: DOOR, TYP. MANUFACTURER, T--r"P. ONE-WAY OBSERVATION A - - �.I fEAT PUMP B'T' MANUFACTURER O HEAT PUMP BY m r SOUTH ELEVATION WEST ELEVATION MANUFACTURER WINDOW IN WOOD FRAME \ ALLOWIN�S VISIBILTI'f p 6 B � + -� �----WA�R HEATER � � � = FROM PREC'�,HOOL Q A2,01 PRESC.FIOOL F _PT -- DEMO AND REMOVE EXI5TING 2.0 SCALE: I/8" = I'-O" 2.O 5G-ALE: I/H" = 1'-0" :. GLA55R(wri TO 601X -- --� PORTABLE BUILDING. rF PRE5Cr10OL A G W PROVIDE: fJ Q ''_ p $ 3 NEV4 PREFABRICATED BUILDING FOR L� O L _ -- STORA��E GUdBIE 4 I=.D. 0 PRFSr.HOOL SET ON CAST IN PLACE L ♦� 5 G QOM � A20( 9 r SV ` CONCRETE GRADE BEAM, FINISH + I/2" 0 �� A A80VE EXISTING SIDEWALK /---- PREFIN1511ED a �� G 4 5TORAGE GABINET5 Bl" C7.C. - - SHEET METAL I 1`�. MARKER/TAGK GUARD- SV A�01 PO"ABLE WATER, SEWER, ELECTRICAL COLOR W RIFY ITH CM7 '1r MARKER/!AGK BOARD 0 B j PROJECTION SCREEN PROJECTION SCREEN UTILITIES EX15T ON 511E AND ARE ARCHITECT G WITHIN 50 Fc0 ET. PROVIDE p� _"- �� __ "°`�' GONNECTIUNS 1.0 ALL UTITLITiES BY TI-11 SIDING PER- -- I A 6.C. T T - I I I MANUFACTURER, D A201 13 NOTE: ALL WORK BY PORTABLE I 4'-O-_ 5'-O" 5' " 4-O" '- MANUFACTURER UNLE-55 NOTED O -OTHERW . PORTABLE MANUFACTURER 01 rl RO. - R.O. N ta F1 - r R.O. TO INSTALL ELECTRICAL POWER AS i SHOWN AND RACEWAYS FOR DATA i i w ly all-Oil4' --- Cn M TRUE PROJECT C � NORTH NORTH 2.0 i EAST ELEVATION E VAT I O N CU E NPRESCHOOL PORTABLE 4 NORTH ELEVATION 5 N 56ALE: 1/8" = I'-O" 2.0 SCALE: 1/8" = 1'-O" Z.C. SCALE: I/8" = I'-O" RANGE WITH HOOD, (FOIL) PAPER TOWEL D15PEN5ER (FOIL) OCD (I)EG. (1.5)EG. W/ LOCK (1.5)EGI. W/ LOCK (4)EG. Wi LOCK 4" BAGK5PLA5H, TY?. SOAP DISPENSER (FOIC.) p� A, 14X 14X 14X 14XSOAP DISPENSER (FOIG) PAPER TOWEL DISPENSER (FOIL)- TACK BOARD,--� OWNER-FURNISHED PROJECTION -TACK BOARD GLOGK-b-," A.FF. h•�• Q� j- 20 30 30 30 (FOTO) SCREEN, PROVIDE BLOGKING (FOIO) TO CENTER (FO10) (1.5)EG7. W/ i - - LOCK 36X cV 14X 30 1 I *-_TEV 282 .� -- _a LOCK, 1 0 t—--— :�� -- --- -' TYR i' 1 c12X48 - - _- Q WATER HEATER - -- -- - - - -- �' ��� - 1 N /1{ 1� A RUBBER BASE, TYP. 31�W/ LOCK 12W/LOGK B D15HWA5HER, (FOIC) ALCOVE FOR G (I)12X (030X MARKER BOARD (FO10) - 34X 34X MEGHANIGAL RETURN 34 34X 30 30 6 PRESCHOOL 2.0 SCALE: I/4°=I'-O" ® 00 ';; TACK BOARD - OWNER-FURNISHED PROJECTION TACK BOARD (FO10) SCREEN, PROVIDE 13LOGKINO (FOIO) i --- -- -- - - - �- --�---- ��, -- l -- -----� _- -�_ f N k e y p I a n d 1 � phase ; CONSTRUCTION o (20)OJBB1E5 W/ A RUBBER. EASE, TYP. B C B GOAT HOOK MARKER BOARD- DOCUMENTS , (FOIO) N date 01.19.04 0 CONT. PRESCHOOL PRESCHOOL CLASSROOM - revisions ORIENTATION OF BLDG _ •O SC,AL F: I/4"-I' O" .O SCALE. I/4 -I O 1 PER OWNER, REGUE5TED 1/30/04 0 WALL-MOUNT TV/VGR BRACKET PROVIDE BLOGKING -- I" DIAM. GRAB BAR 20" A.F.F., TYP. I" DIAM. CGRAF BAR 20" A.F.F., TYP. - CLOCK-50" A.FF. - -- TOILET PA-. C�' 015PEN5ER (FOIL) TOILET PAPER DISPENSER (FOIL) TO CENTER , GENERAL NOTES - - -- I. MATERIALS, WHIGH ARE IN SII`11LAR LOCATIONS NOT KEY NOTED AT EVERY OG I � ; GURRENC C. a f 2. INTERIOR ELEVATIONS ARE DRAWN IN TRUE DIMENSIONS, UNLESS NOTED OTHERWISE (I.E. ANGLD, CURVED). project#�Q2054 ALL INTERIOR AND EXTERIOR WINDOWS TO BE A' ' ,fl 3 TEMPERED GLASS FLOOR PLAN, EXT. ELEV. AND INT. ELEVATIONS ' I A FRP WAINSCOT, B 6" SHEET VINYL. G D A 6" SHEET VINYL F3 C, FRP WAI45COT, k t a TYP. GOVEU BASE, TYP. COVED BASE, TYP. TYP. C3 ■ h CLASSROOM W OMEN'S TOILET MEN'S TOILET ►1►1►�,� A 2 I)E R11 \\I Itl) I N , CONT. PRESCHOOL G ASSROO O E S ._ __ __ , Itl �� 11(►� 1 �)Itl ,131.1 SCALE: I/4"-I' O" 13t 1121114-11111112 IlluE NC'TICE IF THE PRINT OR TYPE ON ANY t I I III III I F I III III I I I I I I I I I I I I I I I I I I I I III III I!�I III III III III I I F III III I IQI I I I III I I F I�j I I I I III III I I I I I I I III IIIIL-4 I IL IIMAGE IS NOT AS CLEAR AS THIS NOTICE. I5 - �--!L� BL I-I _....I I l�l lZl Goa polio L L T-4 IT IS DUE TO T HE QUALITY OF THE _ No 9E a1:nx-r- ORIGINAL DOCUMENT B L 1I�8L LL 9Z I �Z �6L S�� L TL o��oL 8[ 9T Li�91T 91 4i ST LT Ti 1 8 L �9 9 ► S 1G True - II!! IIlI�IIII 111!!1!11 II!lilllll Iill�llll !II!!I!IlIIIll�llJl!l1JL�111111111�1l1! Illllllll IIII�I!IIIIIlI�llll II! Illlllll!llllllll !II Illlilllllll�lllllllll�llll IIII�III! l111!!11! IIIIIIII IIN�III! IIIIII!lllllll�Ill! lll��lll1 111111111111CI ul 111�llllll�llllllllll!Ill�K1! i I I ij - -----_--- —W — — — PLUMBING CONNECTION SCHEDULE MARK FIXTURE W V CY4 HW REMARK5 i ARCHIILCTJRE . INTERIORS+PLANNING ;NG-1 WATER CL05ET - 4" 2" 1" FLOOR MOUNT, FLU5H VALVE, CHILDREN'S HT LV-1 LAVATORY - -_�— 1-1/2" 1-1/2" 1/2" 1/2" RECTANGULAR WALL MOUNT 5-1 51NK _ _ 2" 1-1/2" 1/2" 1/2" I-COMP - PRESCHOOL FD-I FLOOR DRAIN 3= V.L. — JR 5MITH 2005 YV/ PRIMED P-TRAP h t y ^HB-I H05E 5155 - _ 5/4" NON-FREEZE - -- W al a AH-I WATER HEATER5/4" 3/4" 1.5 KW ELECTRIC, 6 6AL., CABINET MT. - - --- V.L.- VENTED LINE -.----- ---- - w - ---- -- �.. N CL 0 i j __-3/4" GW TO MAIN 0 " "+ N r C9 ---t 3/4" HW TO FIXTURES 0 z o do zl a AriME CODE PRE55-TEMP < MIN 12" THERMAL LOOP ' I� RELIEF VALVE; PIPE TO 3 v / - ---� OVER DRAIN PAN 9) p+ r ROUTE FAN DRAIN TO OUT5IDE -- DRAIN PAN ELECTRIC WATER HEATER � \Q!2j 5GALE: DETAIL -- - WALL MOUNTED HEAT PUMP; i 0 >'-- p a. 0 4 © INSTALLATION 4 DESIGN NOTES � 2 L1�.1j UNDER COUNTER; 5EE F12. ��N 1) ROUTE ALL WATER PIPING ON THE CONDITIONED 51DE OF TI.E M/ ♦� WALL MOUNTED HEAT PUMP; U O (_HB=] – ....- FRF5CHOOL PRE5GHOOL 51ZED AND SPECIFIED BY BUILDING INSULATION. - O O 0-1 CLASSROOM CLASSROOM BU!LDINB MANUFACTURER (TYP OF 2) I 1_, 2) 51ZE .ALL WATER, WA5TE, 4 VENT LINES PEF' ORE60N I '♦"� t PLUMBING 5PEGIALTY CODE OR CONNECTION SCHEDULE aCn WC-1 CEILING EXHAUST FAN; 51ZED FOR 100 GFM; SHOWN ABOVE; WHICHEVER IS LARGER.. M _CONTROLLED BY L16HT 51NITGH 3) HVAC 5Y5TEM 512IN6 TO BE BA5ED ON OCCUPANCY L15TED IN O ;] ® FD-I BE BA's D ON REOI REMENT5 OF OR CODE.ON 5TRUGTURAL RATE TO O O --'1 0 -1 5PEGIALTY CODE. OUTSIDE AIR DE516N TEMPERATURE FOR HEAT AND COOLING TO BE BASED ON A5HRAE WEATHER DATA O O C 0.45 INFORMATION. i� 0 I 4) ALL EQUIPMENT TO MEET OREGON 5TRGTURAL 5PEGIALTY CODE ENERGY CONSUMPTION REQUIREMENTS. �+ CONNECT NEW I-I/2" GW d 4" W TO 5TUBOUT5 FROM PORTABLE +� CLA55ROOM; COORD STUB-OUT LOGATION5 WO/ MANUFACTURER; (h 5EE CIVIL FOR UNDERGROUND (h ROUTING CU to ;E N m 04 L �`- o 0 1-1/2" GW BELOW GRADE; C SEE CIVIL FOR DONT. .— .� 0 � 1-1/2" GW ON ON EXTERIOR OF WALL 0 m TO BELOW GRADE; IN50LATE PER 5PEG5 6 i I GW W LINE THRU ALL FYI �1 �0�j pR0/r u/or -IN 1 N fJ' - I 17 OREG t EC i O O I 11/2 CW IN 6EILIN6: rT W M\ ROUTE IN J015T Sf'AGE EXPIRES: 31 DEC04 MConsulting Engineers 2007 S.E. Ash St. Portland, OR 97214 } /A PUN: (503) 234-0548 / rl FAX: (503) 234 -0677 (E) 1-1/4" H ]� INC.WWW.MFIA-ENC 0011 12 f'X , I © 00 O 1 " ----- - J NEN I-I/4" HW d 2-1/2", TO (E) 1-1/4" HW 4 2-12" c; 1-1/2" GW R15ER5 IN 6HA5E I 2-1/2" GW 4 1-1/4" HW I • IN GEILIN6, GAPPED I I } FOR FUTURE ky p l a nI - i phase CONSTRUCTION �f -----� _ - __ o� _ u t� T ❑ ,� o 1DOCUMENTS --_-- - _ date 101.16.04 revisions I project# 102054 - - -— MECHANICAL 1 PLUMBING FLOOR PLAN—PRESCHOOL a TRUE ='!:JJE� I OMECHANICAL/ PLUMBING PLAN-PRESCHOOL NORTH NORTH MP2x01 TIr-712. SCALE: I/8" = I' O„ -- - -.-----_---_ _--_ -_ -�- 4000 S%% D[ 1211 %♦I K U –�^ -- - I'll 1.'-S('l1001 POR F%111.11, Bl l'?11111-1111111? 110f 11 l III 111 111 III IlilIill ill 1 I ill IIIIIII .II III III III I I III II IIIIIII 111'111 1111111 111 ill IIII�I I *. MAGE IS NOTE PRINT CLEAR AS THIS NOTICE, �f 111 111 111 11 I I I 1 I I I 1 I J I�I I I I I I t I I l I I I IIIIIII!1 1 114 I 16 I I t I 11 I 1� ( 3 )005 _ 1 �1 - -- -- �l -_ .lob _ --__1_--- ---_l I IS DUE 1"0 THE QUALITY OF THE W36 - ORIGINAL DOCUMENT (�o(s 11 z eG tIz 9�z sIz I islz r1z zIz II [z I z 030X Tt eit SII 411 rlt s([ zlt tli II olt �g I 1� I �i I �e s I �t t; z it��„� IIIIIIIIIIIIII,IIuil�llll IIIIIIIII llll�llll IIII IIII IIII III IIIIIIIII IIIIIIIII III IIII IIIIILII IIIIIIIIIIIIIIIIIILIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIII IIII lllllllll IIIIIIIII IIIILIII 1111 IIIIIIIII 1W llilllll 11,lll�l Lll i�llil� 11111111