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7865 SW BONITA ROAD-3 OF on-, r----•---------------------•••----••---•---------••-----------_------•---------•-•-----••--•----------------------------------- ---- -------------------------------------------------------------------•-----_ ..---------------------------.----------------•---------------------------------------------------------------__--------------•--------•-------------------------•---------------•-------------------------------------------------------- -- -------------- CJ AE3BREVIATI0N to �, ------ —- __ — ----- __ uj 1 6.:.. & N Bp FX FIXED PR PAIR N N LANGLE FLASH FLASHING P T.DISP PAPER TOWEL DiSP. @ AT FLR FLOOR P T.D/R PAPER TOWEL DISP & n F D. FLOOR DRAIN or RECEPTACLE COMBO Q CENTERLINE FIRE DAMPER P.T.R. PAPER TOWEL RECPT. Q) DIAMETER OR ROUND F S. FLOOR SINK PTN PARTITION N POUND OR NUMBER FLUOR FLUORESCENT PLAS PLASTER v U N lX1 SQUARE FOOT FT FOOT OR FEET P LAM PLASTIC LAMINATE O r` FTG FOOTING PL PLATE °i A.P. ACCESS PANEL FND FOUNDATION PLYWp PLYWOOD //'� AC ACOUSTICAL FTG 0 FOOTING DRAIN PT POINT AN AE) MINISTRATIVE v, D J)US BLE FHFUME HOOD FIRM FRAME(D) P T. PRESURE TREATED ADAD AGGR AGCREGATE FURR FURRING 0.T. QUARRY TILE L� ALT ALTERNATE AIR CONDITIONING GALV GALVANIZED R RANGE SPECIAL INSPEE-riON REQ FUIR 0 ALUM ALUMINUM G 1. GALVANIZED IRON RAD RADIUS State of Cregrin Structural-�cialty Coil, A B. ANCHOR BOLT GA GAUGE REF REFEkENCE -- u; ARCH ARCHITECT(URAL) GL GLASS REF" REFRIGERATOR \ Corcr3te •:)d Reinforcing StNI A D AREA GRAIN G/L GLULAM REG REGISTER ., ASPM ASPHALT G.B. GRAB BAR REQ REINFORCED f] Bolts Inct;a;cc! in Concrete �,,,� W w GYP GYPSUM REQ REQUIRED i BSMT BASEMENT RR RESTROOMOFFICE D 8heclal}�Iurnnnt Resistln z BM BEAM HDBD HARDBOARD R A RETURN AIR 6 Concrete Frame �. BRG BEARING HE)* HARDWARE R RISER D Reinforcin`I Steel A Prestressing BE TW BETWEEN HDWD HARDWOOD R.D. ROOF DRAIN g Steel Tendons z \ IUM BITt.IMINOUS HDR HEADER RM ROOM a K F3a BLLUCK HTG HEATING R 0 ROUGH OPENING Structural Weldin Q > � BLKG BLOCKING HVAC HEATING/VENTILATING/ O HI h.Str�nryth Soiling BO BOARD AIR CONDITIONING S N.DISP SANITARY NAPKIN DISP. 6 U r. BOT BOTTOM HGT HEIGHT CJ Strut.terol M jolon �' M S.N.R. SANITARY NAPKIN RECPT. S2 Ld BLDG BUILDING HC HANDICAP S.C.OISP SEAT COVER DISPENSER ry H.O. 401.0-OPEN SECT SECTION O RaInlorcod Gypsum Concrete u g CAB CABINET H.0 HOLLOW CORE SHTHG SHEATHING a CARP CARPET H.M. HOLLOW METAL SHT SHEET T1 GARD CH U R O Insulating Concrete Fill Q Q C-! CAST IRON HP HOPPER S&R SHELF & ROD CH OF .B. CATCH BASIN HORIZ HORIZONTAL SHR ;ROWER O Spray Applied F- re-Resistive Materials CLG CEILING H.B HOSE 618B Sim SIMILAR M CEMENT HR HOUR S SINK U Pilings, palled Piers and CAlssons CTR CENTER HGR HANGER S.D. SMOKE DETECTOR D �hot�rAle CER CERAMIC S.DISP SOAP DISPENSER C T CERAMIC TILE RIINSIDE DIAMETER S.C. SOLID CORE 0 Special Groding, Excavation end F illlnp CLR CLEARANCE) INS INSULATION SPEC SPECIFICATION COL COL!"AN INT INTERIOR SO SQUARE CONC CONCRETE S.S. STAINLESS STEEL 0 ;imuke-Control Systems L iJ C.M U CONCRETE. MASONRY UNIT JAN JANITOR STD STANDARD CONN CONNECTION JT JOINT STL STEEL CONST CONSTRUCTION JST JOIST STOR STORAGE ""--- CONT CONTINUOUS I T Other Inspvctior►s - -_ CON TR ClM1TRAC•f(CMt) KIT KITCHEN STR STRUCTURAL GOD � 1 C.J. CONTROL JOINT SUSP SUSPENDED C.TOP COQKTOP SYTN SYMMETRICAL I CORR CORRIDOR LAB LA;ORATORY C.F. CUBIT FOOT LAM Lr. IINATE TEL TELEPHONE 0 LAV LAVATORY TV TELEVISION C.Y. CUBIC YARD LT LIGHT TMPR TEMPERED DIAG DIAGONAL LTL LINTEL T P DISP TOILET PAPER DISPENSER DP DA AGONAL FING T&G TONGUE AND GROOVE DET DETAIL MAG MAGNETIC T.O.C. TOP OF CURB 0 DIA DIAMETER MAS MASONRY T.Q.F. TOP OF FOUNDATION I—' y DIM DIMENSION MH MANHOLE T.O.P. TOP OF PAVEMENT Q `v MFR MANUFACTURER T.O.S. TOP OF SLAB DW DISHWASHER MAR MARBLE T.O.W. TC,p OF WAIL - DISP DISPENSE l MAT MATERIAL [� I W DR DOOR MAX I T.B. TOWEL BAR I I \ O V E C TEAM / V UJ DBL DOUBLE MAXIMUM T TREAD � � _ _`_ _— __^ DRAW N G I N D E �, C� Z Mf CH MECHANICAL TYF TYPICAL -- — � ON DOWN M C MEDICINE CABINET — � Q DS DOWNSPOUT MDO MEDIUM DENSITY OVERLAY UNDLT UNDERLAYMENT ARCHITECT: ZAIK/'MILLER ASSOCIATES CS COVER SHEET Y of GAs+U z m 0 RAIN MBR MEMBER U V. UNIT VENTILATOR DWR DRAWER MEMS MEMBRANE UNO UNLESS NOTED OTHERWISE 2340 N.W. THURMAN STREET, SUITi 201 AO SITE PLAN Approved,. .I G �'`� « 00 uJ PORTLAND, OR 97210 Conditionally Approved "A ) 0) � DWG DRAWING MT . METAL A20 FLOOR PLAN For only the worFasdaucnb din ,. 0 J F DRINKING FOUNTAIN MW METAL THRESHOLD V.B. VAPOR BARRIER '7._ ZL � �� LZ. ty DIS DISPOSAL- MW MICROWAVE TELEPHONE: 503 2:�� 9158 MIN M;iJIMUM VERT VERTICAL 222-1460 n- cERMIT NG. A21 SCHEDULES Ego I_etter to:Follow. .. _ .. ..........4 �� l.h. 'VERTICAL GRAIN FAX: (503) �21460 Q (E) EXISTING EA EACH MIR MIRROR VIN VINYL T�.....•. r� MISC MISCELLANEOUS VEST VESTIBULE ATTN: JIM MILLER JACKIE ROOT All ROOF PLAN 1 �0�� LD Q E.W. EACH WAY MTD MOU14TEf) / Job dross: ELEC ELECTRICAL MUL MULLION V.C.T VINYL COMPOSITION TU_c A40 EXTERIOR ELEVATIONS By Dat J� u) 9 E.P ELECTRICAL PANEL V.T. VINYL TILE < � 1-- A41 EXTERIOR ELEVATIONS ELEV ELEVATION NOM NCMIINAL w.0 WATER CLOSET '' A42 STAIRS REVISIONS EQ EQUAL N LC. NOT IN CONTRACT CONTRACTOR: BRIDLE & OMI.INDSON lN..,. W.N. WATER HEATER CITY F TI ARD EXH EXHAUST N T.S. NOT TO SCALE WP WATERPROOF 16855 SW 129TH A50 WALL SECTIONS ��tt EXP EXPANSION NO. OR / NUMBER WT WEIGHT ^ Approved. Am .-- !�. . N ... "`7 1 6-17-03 E.J. EXPANSION JOINT W/ WITH KING CITY, OR 9724 EXT EXTEPIQR 065 OBSCURE A51 WALL SECTIONS CondlUonal!yApproved. ..... .• • •. • •••••••••t !• 2 w/o WITHOUT CELL NUMBER,: (503) 804-3903 � F. FURNACE OFO.0 (A CENTER 52 WALL SECTION WD WOOD S PERMIT 7�escnbg I p. fELEPHC?NE: (.J03) 598-8558 12 1-003 3 A53 WALL SECTIONS See Letter to Follow .. _ ( ) F.O.C. FACE OF CONCRETE. QPNG OPENING, ATTN- JIM OMUNDSON Attach � 4 F.O.F. FACE OF FINISH OPP OPPOSITE F.O.S FACE OF STUDS OD OUTSIDE DIAMETER A60 REFLECTED CEILING PLAN 5 F.F. FINISH FLUOR Job A_d�+rebs � �-��-- A70 INTERIOR ELEVATIONS u� � �- to FN FIREIEXTINGtJISHER STRUCTURAL: BERRY—NORDLING ENGINEERS, INC. A71 INTERIOR ELEVATIONS DATE 5-09-03 F.H.0 FIRE HOSE CABINET 3607 S.W. CORBETT AVENUE tTYQFTI ARD �H/J ��-....................�.. JOB N0. F.R. FIRE RESISTIVE PORTLAND OREGON 97201 A80 DETAILS 4pplwedrj -• ---- A81 DETAILS C;unoltionail)Approved ...• ......••••••••••^• PRAWN JAR, TEY TELEPHONE: 503 227-7783 For only thew e� A82 DETAILS Pit 'J FAX: (503) 227-7784 PERMIT NO. — •.••••••• f ATTN: JOHN NORDLING A ter.h4^ W^ r�yi'IN —, .. L ,a,. � ... � � I , See Letter to'F•o11ow...... .. APPROVED Job Ad reps �r�! Due. - COVER SHEET perw�s ELECTRICAL: R&W ENGINEERING. INC S1 .1 DRAWING INDEX, GENERAL NOTES, Aptd&A E`5 M- 9400SW BVRTN HLSDL HWY, SUITE 250 S1.._ FOUNDATION PLAN AN BEAVERTON, OR 97005-3302 S1.3 ROOF FRAMING PLANS EX/.SANC CHURCH r '° TELEPHONE: (503) 292-6000 S3.1 FOUNDATION DETAILS ADMINISTRATIVE I FAX: (503) 29i—1422 53.2 FRAMING DETAILS OFFICE ATTN: GREG ROBERTSON ArrRm•Tnn,AX# S3.3 FRAMING DETAILS I Is '%''UCI�ATM� R fIJC aTU�AL.CAL+Ci! I Q UF(Yi1 XH RRM it f ' E. r --Mlsc�oa�w�xn A. 4 HVAC: PROFESSIONAL AIR BALkNCE SERVICE S.E. 16TH AVENut SUITE A E1�o .SITE PLAN — ELECTRICAL _ _",✓Y,.. . ....Vt 7k E20 FLOOR PLAN LIGHTING r,rrA. TELEPHONE: (503) 232-0668 E21 FLOOR PLAN — POWER/SIGNAL ��nkf> p o� FAX: (503) 232-0460 / E30 GENERAL NOTES — SCHEDULES '� �// ATTN: DAVE DOBBINS j/ IjS �P�JAMES A. MILLER AFIRE- �. M1 HVAC, EQUIPMENT DETArLS AND Ci VI I_. SYMONS ENGINEERING CONSULTANTS, INC. M2 HVAC FLOOR PLAN - - ORILANQ TIAEGONO� 12805 S.E. FOSTER ROAD - s _oAnv �Fl�-vvt PORTLAND, OR- --ON 9 7236 ��,, (0111 TELEPHONE:�` - TELEPHONE: (4 >03) 760-1353 or Q��' o C1 DRAINAGE/EROSION CONTROL PLAN FAX: (503; 762— i962 C2 DRAINAGE/EROSION CONTROL DETAILS r i AWING No ATTN: DAN S T'MONS ! � � a JUL SITE AND VICINITY MAP ( 11(3ARD CS W MGfIY OF, -011020 fIllF 81 JN (�,� 1 of 10 OFFICE COPY r:...-c.,...--..F._ ._ —,_�. ..._-.. _...:..,...� _ _...,.e.r.... _._-....... _,..,_.. — -... _..+....•^�.+...._-."-.-... . .......- ..__..-�,.•.,o ._•,I�, Ila-•^ .+r :�^" r. ' v.... ��•.L•ikxW;�L:,eJ.tW.'"II�M'!�•rl•rE ni..+.y.•:. .. ,,r5'1e ^.9' ..• -.. 4„ . ., •:: �1.� •. r .3 .. CIOnI I : iIliinWr.-:,w.iir.•....I.Kcr:IAMU�'YMiigY:'+r'P41I11k!i��I1 (LI I!- 4kt�j, I fl�I IIJ _EC18LfY STRIP I 1 I2 I� I, 0 I IIII I'j2! IG !3 4 I 2ry ul.il'uu IuII!iil'"'I�n`"1�ull Ini iS �,._ . ;•, 111 2i 23 24 2S 28 27 219 25 30 OI 4 HONI c OF, IA � I • r•i:rkl'„ i; .. t,,�l+ -•'T'1 Yy)a•iM • >h+l� d '` "1 F µ>" - F �r V �� f f.�• �, U) °P!'/. NARSFSMOF P/7 M1gR �/ - m 0 1 O / N a. zs Q o °Joyv ` P ` + I! f. A / tl /.C.KY 223 U 4 h I 18" ANO IO' JB f \ °JB7. $ f.. II h YAULI ` h T Wi/1PANSfPW 3} ° IK m " J6 to 38 if 144N, WAU V J \ \ 123 221 CIURFNT SAN/7ARl' w ONPAC SPA S I oSB! ARCA ` f AM1WV6 [AS• "��, r�2, /i �FWFR L/NCN/ / 1p it Q d CU7 / I A L. L / 81 M1M1� N + W ! S VEL L.L RCNO Of + fCRAfAT •fW BR/ R W 54'FIRf.NffN ��NCW 7RCCS �6y, H •GC S '• _ ;:{.. _ (IKA7CR ', ll MAIN \ ,,,A �y\r / AWXAVJ7 i iK �N NSCAP Y J Z C - - - IRCLOCA7C AS IYO&I kj�Z AS `... / YOYf CXIS!/NG - I) yg, J�� 2 N A.' WALK R Ae4R• A• •' FCOU/RCD T J' WiOL' NCOGC CX/SI/NG k RCOU/RED I Q 11• 1• , 1 / \ f 4C7A A051 b T � CX/S7aMG ACCCSsuef �• �Y I , NEW�IPI/STRATIO 4z 53 67 Yc.P. N \ �y RARAYNG S/GN . e• NCW B/KC RACK - B SPACES I _ " "00, g y R! YC CX/SANG �-NANOK'AP _ r (A q 'S NCW CONC. PAP 1 I / / UIL DING C MIC WALK ACCCS PARKING SPACE U r [,y�SA/MN!GAMW : MS..BB ARK S/GN "� w CX/S!/ C ACCfSS/BLF !�7,' R 7F S CP l 7 + /AAKWG S/GN '1. � ;{ .'.,..+. / C F 7 S ANOJS/OCN'ALK I. M1M1M1''ISM1 cc �•�• •c�� chum car -- N Ek%ST/NC CHURCH RM, O PLW7/NG f7R/P NO/CAP tN N SPACE 14. • CX/S!/NG ACcC:•LiLC I 1 .. - No �- rQ Ad&" SICK, rAvsNfO Fcaw .. .' c.wt5 caf NJc scN ACL'FS CCf S/BLF RA NCW I' S CU1N`� 7/OW . PM➢I ![lYA7KW IJAM (LN' CARMT/ (aa AMBO 7LOAV I II �•�' I R/SCRS SO :•JZ " SLLI¢f !:/I CONC. S/OCWAL 43 11�` LL 1 All I I _227-', 28' N A WARK I Z 125 ® V15 AccBs�E SS 72 T Siff GNOSCAPf WAL,"AY Mf- _.J N V M1 ARK»' I I i CX/57/AC / I X - Ad am. ?FOT HIVE I 'Urc. Pox I I • Far NOTE.• FOR LANOSCAP f - '�b1V.�TGQ THAN S9 73 NEW Y,L.P. O CLEC. BOX 1y11 I AND ORA/NAGE REFER 5% SLopL= , .(T D •. + I \\ ) I ', PUNS C11/L AND UNOSCAI° THE Kµ�G 1H6 ,a I DOG. LL. —N.Y.W. V(\ I 5LOP8 15 112, O WHJcH MF.FiTS 07 24 Ar L?,A/A•AID L/ Z ^ • a ` I \ W 1 V I„J O1 + N.V.W J^ - I , i SrfNPAROS. M.L.P, BE 2 z 00 0 •I e� iI LSI ; O In 1 a �a T'y ; 225 2 227 I I Q a d ii 4 e. i 4 AACMV W Q �7 s q� I I NIN 6vr ) O I II �L F"' '-1 •'"•'i1•�' 1 --�- ' 2'DOG II 16' 10 r, �- - •''f'i- l� p\5 h '. REM11$!DNS M1 S � • -L' 4nMC - - - - A •• 80 SCf LANOSCAPf q 1 1 0-17-03 PAN M1M1e MJCA-'w[L ('• N.Wv/ r• i'7'Y�'•� `�-_� N '� \ M1M1�p �„\ PUN 1I NOTE.• FOR LANDSCAPE 3 I - g fXrRuofO �•/)J I j AND DRA/NAOF RCF / a PA/NICD \ CONCRflC CURB _ ,; G105SWALK PA/NJCO ` NCW Al,L.P RUfXATE 2RDOGWO010 D 4 ' „ 11 ". 0 (Of7CClAB[E r \ CR16St Q 700 ARKINO SPACES Z TRLES 5 4111� of + YARAG'NG% : (OE7CC7 C A S PH A T 6 NA DICAP SPACES . IbOC. DATE 0 + I IIAND AP VAN SPACE 107 TOTAL RKINO SPACES + to0 .b (J JOB NO, 5-09-03 R !9 k 11 75 1817 I I I M1 Aq DRAWN JAR S' WIDE Ep JB'F.ASEAI T �' ~—/.C� IB •� a 1 27 I i• APPROVED M1 13 AND DED/CAT/0 \ M11 N M1 v 32 s/NENt ' .-78-042,BJ c/R - —. + IP' '� _ 1 111 A+ SITE PLAN �• IJ r P fXISrhW ACCCSS/Bls 1��'n q rOP - Of SL p >• o _ MRKMf7 S/GNi _ wl';' �+ — _— 18,c r . O TLw-_�--� \ " F OPE SL N �- " S' WIDE EASEMENT ��--215 FOR NENVSC,4Pr PLANS e h 4 10 INE PUBLAND CrA'I/GV TO r • . J ! JI `ltil /"1 s'.:.,.! ''- '�. i4 It �.., �r�aU�: .. `. J4 p W � � ---- � �- a 7B-OI71BJ r A nH/BO ' .�.,:.� v .,� :F/,QCWALtR'". 'A�'.}1"tS M1v, �' ' ' v I !w +. ; ^ —"•. _��_� o �•� - -_ .. , ,r . . ", r--�-:y. CS JAMES A. MILLER �1 .q • CO RCrC, .JI \ : � �. � : .. ., $IOf1YA<K z ' u,C.6 ORTIANO.OREGON Of vtZ DRAWING NO. 987H AVENUE � __ OF STREET ANO R/CHT A:YAY AO _ a ry Ylllll I\VC 111!rl ' Sr2003.00020 20130 0 2003 .L.JI910N �L. 1 - ,•y", .. .., .M^'�' •�� LEam"STM oLaI b.l ca 1112 IIIII I ¶�IL'II iIi.II�.lifii!!Id III �IIII II i!1p1Iu�'Ul,1II°144,UI�1l'l1��lU.�Ja1J+lAul�lU:��A1J�(,�_In.i it 1 1 1 1�2sv, 1l3 ast iiGl'4I ,1.� j a 19n P�nO.III I Iuerl�1lali s•( 2i2' ,+2+3"R'"- 2e• '. 2s-—.2e 27 . ?B_. 2s of xaa3l .0 l_oo_ze _ 25X _._.r- -- ... ___.. . .-�....s.�.v....+..w.+r..wr.. .._ �. . _ t �qr b � , r a 12---8„ 47'-7" — - 12,_8,r — �--- pt 111-9 112" 12'_0" 121- 010 11 '-9 1/2" u a A A5 A AGO A50 I A50 i 3"0 C.I. ROOF o DRAIN f -- - - 28.60 T�7-1� - -� R �, � ao - l TERRACE STAI 3 24.50 „ 7 1 2„ 1 - j cc � a 4/A7i c. o m � SEE DETAIL I' Al2 4'-0 � 1 �� w I -- OFFICE L � � -- _.- --------_ —- - -- �` — - ROOF— �� TERRACE E.J. ------ 3A1 LINE W � SEE SHEET A/42 PA HB �` V) E �'Y m ►- PASTOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - v -co - - - - -- - -_ _��i- - Q � �-� z 1 ! GAS AND � I 0 � b ELEC. v 3A1 �� 2Xa STI, \ / METEPS Lj 8Tp I ALL_ 28.84 r E.J. I �"T a � � Q � k. , — — I a 3/A70 CRAWL SPACE U C 1 OUTLINE 1 ® WORK - EXHAUST o ~' EXISTING "� + ,� 17 WD CPT. BREAK U BLDG � �' � a < � a>> � � 8 1 g FAN DOUBLE 2X4 � ' IN TOE CONE. Aao Aao 3A7 Aao d I a STUD WALL, 1 �, ' SPACE _ COMMON AREA VARIE 3A1 2x6 A.C. I A.C. R %I 1 SEPARATION d -I ► 2A2 �l RECEP. FILES - N.I.C. I 8 --0 STUD ' L � LLj 3"0 C.I. VARIES 3A2 -- WALL (s ROOF o® o copi �� a 5/A70 C N C) ire H8 DRAIN ' �' I VARIES VARI f _ N.I•C, REF. 1 Mlc. HB R b a r, -- JAN. 1 - , ., co `V fj , " a s/A7o c d _ ROOF I 01 ;� C7 1 TOILET WC IN TOE I 1 �:�J a DRAIN N a R ^ a t/A71 C ELEVATION 0 a ;/A70 C 1 `W et 10 0 2/A7t F.E. ��,:' SPACE TOP OF PLYWD d i - Q(,iA�o I ,a' (1" LLJ UB- FLOOR � -8 !� � E-.- WD. d - � - MECH. � SIN.H.) �- I S: � -� ~ 8 � -- �_ !1._ l_ ! / HALL 228.86 I EC . ACCESS LI 481 I-- U Al DOOR L PLANTING < _ AREA I Al _ _... i �--- -R _�_ __ _ _ 8 -0 - I :c N HALL �8 0 I Q 2/A7 IA1 R 0 9 - � co I 8 -8„ 1 _0 _/ 8' 3'- 2, 0" 15 12 ?'- 10 /4" -____ __.. _..—_.. _----- — �L. off 'S C)' or- u OD CLG BREAK —_ - g'-9 5/8" 3 �- - �- cn �• 1 DOTTED b 1 ® \. ! • 6 _ __._.___._ C� O $ MQ __. ASSOC. 0 CCE�S "' -' T SHELVES SHELVES `ELEC. < 1 1 1 DOOR FURN• `HELF /A70 ;c CLO',E CLOSET o c \ ® © ! PASTOR ;,� l._.- --- 1 --J ROD © © WAITING SHELF & ROD z —' R I ; OL TORAGE OFFICE OFFICE ` - - _ Q ~ ELEVATION ® a �# '-"_'""'- ___. co 3A1 2r_6., X 2r 6,r \ N MT WEEK M 2 4 T REVISIONS 8 �!J+ 1A2 TOP OF PLYIND CRAWLSPACL - 3A1 3A1* 3A1 VARIES SUB -FL! OF' ! 1 1 MA,r ' ENTRY STAIR 24.50 t •-17-03 S E.J. ACCESS 8 -0 N s -0 8 -0 228.86 . 'D1 NT ' sEE DETAIL o iv OFFICE 8 E RY , A42 •1 ---- - 8/A700� C ►O 4 —� -A81 8 _0C. \ 3"o .I. 3A1 3"o C.I.ROOFA8t ,� ROOF 1 0 18. 5 I r 4 DRAI 1 8-0 � � I - --_ DRAIN •-y --•` ---, � �_—.____________.___ 1 DRAIN � ----- UATE 5-09-03 r G = _� ( � 1 SOB PLANTING ow►wN ,u►� ROOF__.. _ _- PLANTING ARE ; LINE � ` MOVED - - - - --1 LIGHT E.J. E.j. E.J. .J. E.J. POLE FLOOR PIAN SLOP HANDICAP RA P- SLOPE JE.j. E.J. _ . SEE DEVIL 2 3 " NDICAP RAMP- SHEET MP-SHEET A41 qEE SHEET 41 cv I r- r ' g 4 4 ;)" 3' 6" 8'-30t SCALE: 1/40 a 1'-0" o 2 0 12#-7 14 8 ,�4s �r1� E.J. C7 JAMES A. MILLER ^1 , 4 5 . 7' -J,r _ 2 9' 4" LO opruNO. OREGON I ! CONNECT NE%1v DRAWING No. SIDEWALK O LEGEND EXISTING SIDEWALK CONTRACTOR i'0 VERIFY N SOUND INSULATION IN WALLS •-• DIMENSION IN FIELD (WALL TO GE CONT TO BOTTOM OF' JOIST �-- MASONRY VENEER OR UNDERSIDE OF ROOF SHEATHING) I A20 0 1 2 3 STUD WALL ;j F.E. = FIRE EXTINGUISHER f=Y� F1.00R REGISTER SCALE: 1/4=1 '-0'' SII 2001.00021 3 A'30 ., ,.•r I I I A(l r 11�1 111 t1I I i f I I I I I' I'. 11 S I I I �I'I I I I 1 i •i„ n - I Ir••'`' teCad:ialii4+!�"r 'McW":?n;'.^3a; I I ' III IIIII II 111 ,IIII +t I I+ I + a i,1111YY4k'.k.sr.,. I I 1: I�� . �ig:1111 ��1i I11�11 �i u 7 LEGIBILITY STRIP � z 4 � � I I' 'i �I I I I I `' r •. 14 c. 1 71 1 P_. 19 20 2 r 2�3' 4 30 I II li i t 1 I ! 4 1 fl? jlY4 ;r ., r< 0 DOOR CODE LIST �— DOOR SCHEDULE 1. DOOR TYPES: _ _ ._,._ _ - _- W .- a LN N N � N ,(T] f v W ..V/ 04 Lz �' 0 °° TOP OF BRICK ------ 9s-5 112" 38 BRICKS + 37JOINTS T 1 , U ` 4 I t 17 LL_ Lx - 3'—O" X 8'-0" PAIR B 1 3/4" AL 0,—A T AL 2, ALL DOORS 1-3/4- 4. FACING & FINISH: 6. FRAME: 2 3'-0" x 8'-0" PAIR 8 1 3/4" AL —A T AL 37 THICK, UNLESS SV = WOOD/STAIN & WD = WOOD 3 3'-0" X 7'-0" PAIR A 1 3/4"1 SC SV — MTL—F OTHERWISE NOTED, VARNISH WD-SL = WOOD SLIDER IATL = METAL—SGE 4 Y-0-p" X 7'_0" A t 3/4- SC SV - — MTL—F ui // MTL. = SGE FINISH MTLf = FACTORY 5 �3'--0 X 7'—p" A 1 3/4" SC SV — MTL—F � u� N 36 A-AL. - ANODIZED ALUMINUM 4L = ALUMIN 1M -- ---- — --J �= 6 3'-0" X 7'-0" A 1 3/4" SC SV - MTL-F LL, 3. DOUR CONSTRUCTION 5. GLASS 1 1 3'-0" X 7'-0" A 1 3/4"SC SV - MI -F v `" 35 SC = SOLID CORE T = TEMPERED GLASS 8 3'-0" x 7'- o" A t 3/4" SC SV - MTL—F a WOOD DOOR F = FROSTED GLASS _ _ %11 HC = HOLLOW CORE 9 2'-6" x 7'-0" A t 3/4"i sc SV — MTL—F WOOD DOOR 10 3'-0" X 7'-0" PAIR A 1 3/4'! SC SV - ML-F' WD-ST = WOOD STILE '1'- :; _ 11 3 --0 x 0 C 1 3/4WD-S1" Sv T MTI.-F Q z TOP OF WINDOW --- ---- -- - ------ 6'-11 1/2" (28 BRICKS + 27 JOINTS) MTL = 16 GA. STEEL --------- —+---- FRAME 12 z -ON X 7'- 0" POCKET A 1 3/8 HC SV - WD-SL Q N 28 AL = ALUMIN04 1313'--0" X 7'-0" POCKET A 1 3/8"! HC SV - WD-SL _ MATERIALS SCHEDULE 14 3'-U" X 7'-0" POCKET A 1 3/8'1 HC SV - WD-SL Cr 27 - 15 3'-0" X 7'-0" A 1 3/4" SC SV - MIL-IF 0 ROOM NAME FAINT TYPES 16 3'--p" x 7'-c" A 1 3/4" SC SV — Mn_—F L1_ ROOM NUMBER - ] 1st N0.-FLOOR/BASE SGE - SEMI GLOSS ENAMEL 11 3'-0" x 7'-0�' A t 3/a" sc Sv - Mn-F W MORTAR LiJ EL! � 2nd N0.-WALLS/FINISH SATIN - SATIN LATEX 18 2'-4" X 7'--0" A 1 3/4"' HC SV - MTL-F U JOINT p 3rd NO.-CEILING/FINISH ST - STAIN - SEMI TRANSPARENT " " " 19 3 -0 X 7 -0 PAIR A :�3/4 SC SV - MTL--F 11 11 / 20 3'-0" X 7'-0" A /4" SC SV MTL-F 11 Q RASE Of WINDOW SILL------ - -- 2'-5 112" (10 BRICKS + 9 JOINTS) - -. — __� _��____—__________ 21 3'-0" x 7'-0" A 1 3/4" SC SV - MTL-F a / FLOUR/BASE WALLS FINISH CEILING FINISH 22� 3'-o" x 7'-0" PAIR C 1 3/4" WD-ST SV T, F WD W 10 /' _- _ _ r - GYP, BD./SATIN 23 3'-0" X 8'-0" 8 1 3/4" AL -A T AL L LL (/� 1 WOOD/WOOD A GYP. BOARD/SATIN � 1 NORMAN Q 2 CARPET WOOD B C. -TILE/GYP 8D/S.G.E. 2 WOOD PANEL. 'ST 24 3';o' x 7'-0" A 1 3/4" SC SV - MTL--F F= 0 Q / BRICK 3 CARPET/RUBBER _ __, —_—___ 251 3'-0"� x 7' ., _/ " - w h -0 A 1 3 4 SC SV MTL-F < _ ' W 4 C. TILE C. TILE - 26 3'-0" x 7'-0" A 1 3/4" SC SV - MTL-F �-- �"� z rn Q 5 SIFT. VINYL. RUBBER 7 WINDOW SCHEDULE I � v � cr t� 0 --- ----- 1'-6" (6 BRICKS + 6 JG.NTS) 1. WINDOW TYPE Q U' •� < J ci M � 0 O Q �- I-- 'S �A 'j Ln z REVISIONS -' 31t � � 1 4-17-03 A - _ B z = 1 3p w to - iii 2 3 Z 4 z `. _ _ 3 _ �� --� 9" (3 BRICKS + 3 JOINTS) 4'-0" X 4'-4 1/2' A fX W SV I NIC --� 4 -T -'-- 3 _ 5'-0' x 2'-3" 8 FX j W SV I NIC b / C c 10'-9' x 2'-3' C FX W SV I NIC GATE 5-09"0 I I JOB NO. DRAWN JAR N N 2. WINDOW STYLE 4. FRAME FINISH 6. WINDOW COVERING ---- 1 FX = FIXED SV = STAIN/VARNISH N.I.C. - NOT IN CONTRACT — SCHEDULES 3. FRAME MATERIAL_ 5. GLAZING TYPE W = WOOD T = TEMPERED I = INSULATE[ -' I ' 1 BRICK COURSES - NORMAN -7 eA71 SCALE: 3" - 1'-0" SCALE 1/4" = V-U" Q) LAMES A. MILLER r' -A m0,�W � gORTIAND, OREGON or DIRAWING NO. - 0 1 2 3 A21 SCALE: 1/4=1'--0" SI"T2003-00020 4 of 30 .n..;+.:..�mt¢rn•,:.wrmlt+tP'w.nk?'�:i4�tlMdbi.tXltdR- ... .. .. ., .. . .••.,• '4u.:..,.,..x•WMfS'JM1MYiYf.f'iw..Ai:aa:.a tM!'� _ .,. �R� -' •,F!�M"r:YY':tY?'�.�: 'l�'-.!" ' �I,. 1 I I I illi IIII'illl (ill Illi 1111 II{I 'III11111 1111!11 In?Iri inll?111 1 ;,, , � I II' Ip It lllnn?I, IIIA13 I .. ILII I III I,nluuln,, ,,I, in,LE3IlRY STRIP a Id 21 22 23 24 25 26 77 28 2 9 3C25X O - c pwr IWO - k y HDNI 0 l Ot I III I' III pg rl1�1 1 .... ......., �fM[a+unNr*.-+.ww•+son..,...wu..�n...�r.,,",n,.,orw,,,�,... is r r . „o. r r - L • tV' /1 �p ui 1 r � V O N t\ r� A V I U SCUPPER Q a ---L-----_- EL. +4" EL. +4' ui I L. +o• L z \ --- z _ U \ EXTERIOR WALLS OVERHANG ABOVE EL +0 EL. +4 N EL 4 6" ' UNDER SOLID LINE � � U T--- T DE Q O o EL. 0' +0"' ! I I Q Typ A53 I(II r I iI I L1J SCUPER p RGOF DRAIN w 3EL +O` o iYP. 11\ .-J A53 0 METAL 8001' DRAIN[]JOC OVER NAIL-RASE EL. SCUPP SCUPPER LTJ ! I INSULATION PILUMBING VENT 0 I I I FURNACE VENT STACK ~< 7r j N PLUMBING T \ I I ZX3 DS TO I I U Z VEN OF 2X3 DS TO I 2ft3 DS TO D.S. TO ROOF BELOW ROOF BELOW ROBELOWROOFJ/- " " w Z m 4 EL. +8 EL. +8 GUTTER EL. +8" +�--- ----► +d" EL. +8 uol I— �-FIM LrJ -T .� Q o � SPLASH PAN O ROOF- / IT LL' 31: MEL CKE 1 TYP. AT ALL DOWNSP(1UTS I I ` / QIn 1 Q. +6" - ` FURNACE VENT ETACK �• / I I \ / z (D III,. (r - - EL. +8" \ / �. U) 6 EXISTING I ` � � � BUILT—UP ROOF I~ _ •• 1 / OVER INSULATION I METAL ROOF I / El +6�__ EL. +4" REVISIONS BUILDING 12 -- o . /' � _ 6•-•17--U3 LJ 1 \ ROOF DRAIN 6 / I EXTERIOR;WAL6 I EL. +0' / I UNDER SOLID EINE I DATE 5-09-03 ROOF RAIN ROOF`BRAIN I LIN _ EL. +4' O EL +4" ,IOB , EL. +0 /� EL. +0'\ I - O TYP.A53 �7 ____-__..___J DRAWN JAR _ APPROVED SCUPPER _ I ROOF PLAN SCUPPER SCUPPER ------- .. . R 0 0 F P I_ A N SCALE 1/4" = V-o" A22 N �ilDA�� 'EKES A. MILLER ` ,A /^ l), ,fix+ OR?IAND OREGON or 0W DR.AVvII i, NO. i 0 1 4 zA22 SCALE: 1/4=--l'- 0" .._—__ - — . ___._-- - -- -- --- -- - ---- -- yewi%yr i-.i rmy -- --- - _ SIT2(W-00020 S cif i0 omm.i m _ (318fLITY$1 RIP C ITI LE ' S '7 1(� �2 13 14 't; IP IU 20 21 22 23 24 25 26 27 28 29 30 25X 'I lIII1 L .I �, F+0,+1 sytOL I I CI7 .(�!IJ,�,i. ..a.l�,la,J.�,ll!.tJ�l�l�J�►.1.�!,��I,I,J�J�ia�.�,�lt�l.��.11�l.l.�l '.° ; f AL 01,10404 Ow �� A MIN 1' ,fYi ....... — LJ I N N M I�fl BROAN MODEL C' 646 LOUVERED N WALL CAP - PAINT __ _ BROAN MODEL ASl - TO MATCH BRIO 1 3 D 646 LOUVERED H r A52 WALL. CAP -- P;,INT F (� A52 2 X 3 - ` f TO MATCH BRICK A52 (� W �� 112 X 6 CEDAR ��''�- w DOWNSPOUT - DOWNSPOUT -- , 14 - / - METAL FLASHING .480 15 - --- -- - C;1 ) 12uj3SCUPPER Ae� -- 3 _: 1 '' -�� J _ As3 DETAIL - - Aao --- - - r 1 A80 r r1� V Nj2 q 1 1 ,_ l M A81 A82 r j :.I . z. A80 =. 1 1 i _ O 1 SIM = T T 12 7 SIM - 6 s. A80 .I _ 4 v AW 12 .� A41 LY O I ' L i _ T T i : zs - ABU 8 - c z 1 A42 A42 rs A80 "SACKED & PAINTED" I OUTLINE OF - I I 16- CONCRETE TYP �' BRICK SCREEN I I I I 0 I ' LL_ � C...: 11 I rI .._ - -IL - - - - - - - - -. _ - _ _ -- - - - - - - - - - - - - - - - -- - -- - - - -- - - - - - � LL - - - L - - - - - - - - - -- _ - - - - - - - -� p O d _ 1 I - � : O �.� TH ELEVATIONr2--�IIIIIIIIII�,, NORTH ELEVATION > o A40 �4O CL V Z �--` of w cn 5 Q z z = Tn rn � C 0 < V) < 0 0 Z �-? Q REVISIONS �I METAL ROOF 1 6-17-03 - ,,UTTER _. 3 _ __ _--- 3 - 2� 1 4 _.--- - - DOWNSPOUT 3 _--- 3 -- - -.-_--- - A8o - 3 _ -- -- 2 X 3 DOWNSPOUT s SCUPPER- ---- SCUPPER - --- --- - A81 A$o - _— - SCUPPER -- 2 X 3 A53 rDETAIL __-_+ ---DETAIL P53 --- -- _- A81 A53 DETAIL - 1/2_ x 6 CEDAR SIDING DATE 5-09-03 - - ----- — r METAL F' ASHING T 10 z2 X 3 DOWNSPOUT JOB >; Vis. J AM TO SPLASH PAN _- -- _ . x. _ ,: -r : -zz-- TYPICAL -' . . r • I BRICK ENEER A 1 1 siM A A A 4 A$o EXTERIOR ----` ar� - ,eo 0 - 1 7 - BRICK SCREEN WALL E T zl A 0 ��J ARO r ALIGN WITH TOP OF E� `NATIONS - -- s _. tT. r_ - ADJACENT CONCRETE WALL FT1 171- 1 r�_ - A80 _ ZZ . 0 i ,.SACKED & PAINTED _. `� rrr COURSE, CONCRETE T fP 0 SLOPE R 1/4" TOWARD INTERIOR SCALE- 1 /40 = V-0" - - - - - - - - - - -- --. - - - - - - - - - - - - - - - - - - .-- - - - - - - - -- - - -- - - - - - - - - - - - -- -- -f � - - - r ;�T-► � L _ � _ - 1-- - -- - - _ -- -. - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- -- - -- - - - - - -- - -- - - -- - - - -- - - - U JAMES A. W IIIIR ORTI AND. OAEGON LC OF O � DRAWING N0. 3 WEST ELEVATION A40 0 1 2 40 SCALE: 1 /4=1 '-0" SIT2003-00020 G of 30 , . '- ' :.::. : I .M.^ I .. .,.......'wn:+rtrdM.+.....ar..4:arr.l.f1a"u +i;.yrnprwm+.,i.:..,..e�f,.w;'i911�1if� ...#.tN�q11M.i+ ,dl1M(EI�I�IitlN�^!Cki"'�ICIS 1Y �. ;p• .d i} ...r.. �,. i II II I Ills IIII Illf IIII ► II IIII III IIII ILII ILII IIII IIII illi IIII ILII IIII IIII ii illil 411 I ! 11(IN;II IIII ILII ill! 11{1 f II illi IIII IIII fill IIII II{I illi Ilii IIII 1111 IIII III! Ilil41 IIiIIIMIIII}IIII III!IIII ILII IIII Ilil - � cm I I I I I + I I I I I I I ' ' 'I I i I ' t I l I I I I I f ► I I LEGIBILITY STF`IP 110 111 112 3 I,� t, 18 117 is 11� �In �I! 212 213 214 211E 21e 217 r'e $IIS r; OI NON I Q Ioe e'I1�' III kf: • WOOD DECKING NOTE: --- - --- -- SIDING AND GYP SF -!THG OVER 3/4" PLYWD SHTHG Q a - 14 13 16 ofWW SIM - 2 12 A80 - -- -- -- - -- — Also J Lu k A111 uj r I 16 C SIM 1 1 A80 iz� T _ 16 C -IF 1 1 «C \ ASO 0 A8o f BRICK VENEER I ASO 0 ASO -- JI _11 13 SIM 3 7 I Ago SIM 13 - WV s*, 12 A30 A80 A80 z. _ 12 r ~ M Lx?�z'z:rs- ASO 4 � 7 - B ___ �J T SIM _ - — - ---- Ab0 SIM T'-T T I _ T T - T - TL L FT T T � 7 iT _ FIN I_H_E� _ -5.0-FLOOR CL' prris�i_iET RAILING ELEVATION "SACKED AND PAINTED" O i Lii -SEE 5/A42 CONCRETE TYP. i - - - - - _ -- - I- 1 - -- - -� -- - - - - - - - - - - - - - - - -- _ _ _ _ _ - - - - - -- - r ! BRICK ENCLOSED ARE a 1 1/4" SO STEEL_ SECTIONS W/ SPACED STEEL CABLES > O 1 EAST ELEVATION W CN ENTRY STAIR ��4.50 � v Z CN SEE DETAIL A42 �41 (J) Q OUTLINE OF BLDG ---- ------- 2 8. 5 i 2r = o i Q � V) Q O PLANTING AREA 4 C_7 ROUE E.J. 2 c� PLANTING AREA LINE 228.59 �- E.J. 27.40 "-- E.J. E.J. �. f J - E.J. -._-i REVISIONS f d-17-03 22.6.' 5 �- �--- - - � � 2?.7.19 I 226. 48 E.J. SLOPE ! SLOPE 4 CONCRET SLAB 2 HANDICAP RAMP- - + W/6X6 X 10 10 W.W.M. 3 ' - - SEE DET'L 2 & 3 ANDICAP RAMP- 'TYP ------ SHEET A41 I EE SHEET 41 I SLOPE 1/4" PER 1'-0" 4 —71111 L - -- --- FE.J. DATE 5-09-03 JOB N0. E.J. 1/2" MORTAR DRAWN -JAR 7 ___�._._.__ JOINT 225 APPROVED 227 226 6 - - -------- EX i-E R I O R '-10 1/2n _--- __ ELEVATIONS "-`-`- _- - CROSS-TIE 5 -- EA THIRD COURSE PLAN OF RAMP 3 4 i �41 - __- SCALE 1/4' = 1'-0" 3 A4 1 OD �f(� 4 A41 — JAMES A M!IIFR 1� A41 2 _ ;C_ - - 7'-td�" 11'-tAw " NORMAN BRICK ! 3 1/2" X 2 112" X 11 112" �ORR AND. ORtr,011 - �` - - - �Or. p'F� L _ _ — — — — — -- - — — — — — — I -- -- DRAWING NO. WEST ELEVATION OF RAMP 0 1 2 3 4 WALL_ DETAIL i I 2 A41 A41 SCALE: .3" = 1'--0" SCALE: 1/4=1'-0" ,1lNl A41 r�7�:1..�P'til.Y1iCTR'9T:frgvjl�(I�A7. J ' " + 11111!1 ' IIIII1111 IIi 111111111 111111111 1111111 '11111111IiIIIJill 1I1111111►II111111111IIIIIIIIIlI111111111III1i11111I11111111111111'iill�liilli LEGI®ILITY STRIP G 10 a I 3 4 5 F, 9 IC I I 12 13 14 1 ( le 17 18 lif 20 $I 2 93 24 25 26 217 28 29 30 0mm.,cm A I' of NONI 10�' k or r; �t OZOOD'EOOLLIS OS7c1 MV NINh . "' 18 -7 3/4 w q . .. ... , . .. cn 6'-7 3/4" 6'_0' 6•_0" UP S PE 1 ' 7'_0" 4'-6 3/4" A42 V o 14 /� A co 7T O 12" 0 a - _-_ 0 TERRACE A42 c n Q ..2'-4-T7'-0 7T O 12" 2 1 1/4" k 1 1/4" SO STEEL A4a SECTIONS W/ SPACED �j•J 9'-a" STEEL CABLES O 4" UZI J 1 PLAN ENTRY STAIR 3 PLAN — TERRACE STAIR s TERRACE RAILING ELEVATION A42 P,42 A42 i U 1 HANDRAIL: r ------ --- - _.-- - - --- .. _ i{ " t 1 1 4" SQUARE _ �l U iG STEL SECTION wELD N HANDRAIL 1 1 4" SQUARE HRIZ. AN , VERT. STEEL SEC71ON BLDG CORNER CNER RAILS 1 1/D4' x 1 1/4 CORNER " 3/76'e H 1/2' 8'-2 1/4" �-1'-1 1/4" 1'-1 1/4 ' STAINLESS STEEL 0 CABLE THRU 5/18" LL_ 7'-0" to HOLE 4' O.C. TYP. o I ANCHOR CABLE ENDS w ' 7T O 12 i+1 I AT CORNERS AND END U 1 - 7'-0" - 1 RAILS. 0 77 O 12" �� ----- w W /54 4EMBPEE DRILL RAIL �- d' to " AND WELD ?0 SLEEVE AFTER LL N PLACEM T GRIND (WELD ,« p ^ - I OOTH��SEE STRUCTURAL) O O REINFORCED 4" W N CONC SLAB OVER . 00 I 1A t LLJ 2 SAND OVER N SECTION A-A > U- CRANUTAR FILL N v FORCED 4" 00 CCOONNC SLAB OVER �- 0 2" SAND OVER Q GF•ANULAR FILL V j n CA A SECTION e SECTION s RAILING DETAIL zCD A42 A42 A42 — U FACE OF BRICK - BLDG Q 1 '- 9 1 ' 7 ' 8'-2 1/4" 1'- 1 1 /4" CORNER - BLDG CORNER Q p O n 8'-2" Z 2 10 k 0 1 REVISIONS 1 N A42 c-I� A62 iO - 1 ! 0-17-03— N I 21 4 , 9" 5 t • I - DATE 5-09-03 JOB NO. 1 1/4' SO STEEL 1 1/4" SO STEEL ORAWN JAR - - SECTIONS W/ SPACED -SECTIONS W/ SPACED - - -- STEEL CABLES STEEL CABLES APPROVED 2 ENTRY STAIR ELEVATION 4 TERRACE STAIR ELEV. STAIRS A42 A42 SCALL 1/4' = 1'-0' V I.MES A. NR(FN ZATLAG.IM, ; ND. OP(GON OF DRAWING N0. ply- .,� A42 LEGIBBL(ry STRIP T, o.na c• 2 i 5 8 B A 10 11 12 13 is 'h17 s iy 20 ]l. - 23 24 ?B 2' :.r3 25 1 1 Mfrk&�aWJMW' I 'I . i dll.�Atjh ' TIS� �Y e' •'Y K 1 ::r, w a I �--- N N N MQ V h r METAL ROOF, BLDG FELT, r--.. A NAIL BASE, 3" RIGID INSULATION, A51 (� PLY SHTHG, 10" TJI ® 24" 0/C B Q o AJI - -- 12 12 tA52 BUILT-UP f�00F, �` -� --__-� BUILT-UP ROOF _ -`- W NAIL. BASE, 3" RIGID _ METAL -'"�=;� 3" RIGID INSUL, ' --_� METAL _`_ . J rn N INSULATION. PLYWD I _ �`` 1 FLASHING l''- PLYWD SHTHG, 2X10 f �`` Fl. ASHING -�"= u SHTHG, 2X10 JOIST — % JOISTS 4" I 1 /2"TYPE X GYP "-- —J z D K =-l-� ® 2 0/C BD OVER 2X4 z �, A52 I -:_ rASTUDS ® 16" 0/C_- -- A52 �► u, --- - - -- - - -� �LUCA v�TBEATi� SEE STRUCTURAL i `1 EXPOSED GLU-LAM \--SUSPENDED T` = ,T ' - - - - _._---'-SUSPENDED 1/2" I �J � N BRICK VENEER, 1" AIR GYP. BOARD ,. -r TYPE XTYPE X GYP SPACE, BLDG FELT, 1 2 4 CONIC SLAM, �_ BOARD CEILING , --,-,-- PLYWD SHTHG, 2X6 STUDS I CEILING 4 OVER GRANULAR T L 1 /2 TYPE X GYP �, _ A41 FILL '------ BIDUOVER DS 0 26'4 0/C 0 16" O/C R-19 BATT T' 0 INSULATION, 1/2" TYPE 'X' L � _ _ , RAILING I LL- - I GYP BD. OUNO INSUL. DETAIL_ —_ --SOUND INSUL. R- 7.5, RIGID R- 7.5 RIGID R- 7.5 RIGID — INSULATION (TYP) MOISTURE INSULATION (TYP � ' R-1.5 RIGID INSULATION (TYP) -_ �-1- BARRIER f , l\_1 / — INSULATION (TYP) MOISTURE 0 O ��_ BARRIER L4" PERFORAT D DRAIN FOUNDATION j � IN GRAVEL WJF FILTER WRAP O -- FABRIC WRAP fYP. MEMBRANE \`- ♦-- CONNECT TO STORM SEWER TYP <r _ ? N �-- U z rn �, uj V) A SE , TION SECTION z = 1r 0 A 50 A 50 U w a � 3a A Ln < 0D r, 0 cr SIM A51 REVISIONS _ 1 6-17-03 12 — CRICKET - SLOPED 3 BUILT-UP ROOF, EACH WAY 4 --- --- SLOPE TO 3" RIGID INSUL, e 1/2' -`�PE X GYP ` f_ J ROOF DRAIN SCUPPER 3 5/8" Pl YWD SHTHG, Y -- f--�'' .�--'�l I A"�3 c GATE b-O�-03 BD OVER 2Xa 2X10 JOLT Joe N0. STUDS � 1 fi 0/C ___.__..______ f -- - = -- -- A ------ __ DRAWN JAR APPROVLD t' - GLULAM BEAM =--_ -- �-- SUSPENDED 5/8' s�1 LI,1 ' SEE STRUCTURAL. — GYP. BOARD SECTIONS — 4" CONC SLAB, t8 CEILING OVER GRANULAR Ai°0 I FOUNDATION FILL _ --- 4 T T WRAP T T -,�_� 1 x t9 A53 - --- _ MEMBRANE r TYP ,_ 1 INSULA ION L - IL ND -- -- INSULATION GRAVEL 3 1� 9 x 12 A53 SCALE 1/4" 1'-0" \- FILL —R- 7.5 RIGID GLS _AM �. INSULATION (TYP) R-7.5 RIGID R-7.5 RIGI() �- FOUNDATION �� c R-7.5 RIGID - -- - - - INSULATION (TYP) MOISTURE INSULATION � MOISTURE BARRIEP, INSOLATION (TYP - - WRAP � / (TURN UP FOOTINGS) 7 BARRIER C.> IAHfS A. MIILFN SP1 FOUNDATION �-�_` MEMBRANE 1�i I ,. 1 FOUNDATION / WRAP TYP `�';' �►�1�� Y�F?AF' --/ MEMBRANE TYP ;ORT[AND nAfGON AEM8RANE SEE STRUCTURAL DWGS clf., � TYP -- FOR CRAWL SPACE A14D SHEAR WALL LOCATIONS SECTION � SECTION DRAWING NO. \ A50 / �_o 0 1 2 50 I SCALE: 1 /4=1 '-O" ! ---- 9th Ave 157511 41T-2003-00020 a a, 9 of 30 „ .__.,-___. -. _._. .... .. . . _ •fin.► .«.�.-.++.ow..+ .. 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CfM ;tiy„Wfa�`w �►?'r. V!�1M"�WM7�e a rc�+ _ . - , :, , w y � uI � METAL ROOF, BLDG FELT, �- N METAL ROOF, Bl-DG FELT, NAIL BASE, 3" RIGID w NAIL BASE, 2X4 FRAMING METAL ROOF, BLDG FELT, o 2 10" TJI ® 24" 0/C INSULATION, 5/8 PLYWD ,n A53 ' INSULATION, 5/BIGIPI_YWD SHTHG, 10" 1JI !� 24" O/C/ � a " (SEE STRUCTURAL) � n _ METAL ROOF, BLDG FELT, SHTHG, 10" T„I 0 24” (J/C/ 0 z / NAIL BASE, 3" RIGID (SEE STRUCTURAL) METAL ROOF , BLDG FELT 0 0 _4/ 1? INSULATION, 5/8" PLYWD 3 SHTHG, 10" TJI 0 24" O/C/ 1 � _ 1/2,1 X 5NOA,ILTBAJI ®,24 X� FRAMING o (SEE STRUCTURAL) ��`1- CEDAR SIDING BLDG FELT, _� z / 1/2" I�YP SHTHG, OVER �y W 5/8" PI-YWD. SHTHG. 2X6 a �.- STI If;S, q-21 BATT .=i Lj X 4 70UNGE AND INSULA-1101. 1 2" GYP BD. / 3 �` _ Lb / rr J w VER GYP. SHTHG.--- DOVE CEDAR SFE A/A50 �'' _�"" -''• 1 z � -- 4" CONT. ("'INT STRIP 2 .—, z (A NOTE: —� A53 g f_ FLASHING n- SEALANT AND 1X4 1&G CEDAR ALIGN FACE OF BACKER ROD OVER 5/8" GYP BD 2X6 STUD WITH -i 1X4 T&G CEDAR ~ (TYP) 1� FACE OF 2X4 BUILT-UP ROOF, v Aeo OVER GYP. SHTHG. STUD BELOW 3 RIGID INSULATION, � - 5/8" PL YWD SHTHG, 2X10 v g GLULAM BEAM, SEEJOIST (0 24" 0/C -- GLULAM BEAM, 0 on STRUCTURAL / � 5 1/8" X 10 1/2" 1 N , - i A80 1X4 T&G CEDAR 1 "' 2 OVER 5/8" GYP BD O — -- —.-. A81 LL _^ A 0L.L1 GLULAM BEAM, C) Q 5 1 /8" X 10 112" l� I GLULAM BM. (SEE LJ� 2 STRUCTURAL) Q O ^� GLULAM BEAM, SEE NOTE. L i / STRUCTURAL � � 2X4 STUDS CENTERED > LL w N ON GLULAM BEAM 0 :D N < = w rn > _. z 0 -' 00 w O bo a 7 z =� P7 o 00 A80 Q � REVISK MS 6-17-03 8 2 3 I \ ABG 04 � � 8 _- TOP SUB- GI, - ---.. TOP B- � -- -- ---- I FLOOR - - --- - - - FLOOR DATE 5-00-03 � JOB N0. -- - ----- INSULATE BETWEEN _ TJI a 16 0/c -- _�.._ — ._ INSULATE BETWEEN ---- - d JOISTS, TYP. SEE STRUCTURAL. JOISTS, TYP. DRAWN TAY TJI 0 16 O/C .. R-7.5 RIGID APPROVED SEE STRUCTURAL NOTE; JOISTS 011 7/8 - --- ----- - I SECTIONS__----� c � �� \ \ NOTE: JOISTS 0 11 7/8INSULATiON' a � WALL SEC I IJNS , NOTE: JOISTS 0 11 , /8 POST AND BEAM. SEE STRUCTURAL - R--7.5 RIGID __ I INSULATION, FIT BETWEEN DAMf�PR00F WALL TJI, TYPICAL - I �--�- BELOW FINISH GRADE a I � SEE STRUCTURAL FOR DAMPPROOF WALL NOTE: SEE STRUCTURAL ( I REINFORCING BELOW FINISH FOR FOOTING DFSIGN _____ - MOISTURE BARRIER GRADE �� ° 4" PERFORATED DRAIN MOISTURE BARRIER - IN GRAVEL W/ FII-TER SCALE 3/4� = 1'-0" FABRIC WRAP TYPICAL DA - v Iv'UI; TUR- BARRIER ° - d tL .!J L_� ( � U JAMES A. 1111110 NOTE: SEE STRUCTURAL_ na11AND npECnN FOR FOOTING DESIGN -�'T,, � . ,c or. A WALL SECTION _B WALL SECTION WALL SEC _FION DRAWING NO. A51 SCALE: 3/4" = 1'-0" A51 SCALE: 3/4" = 1'-G" A51 SC „ _ ALE: 3/4 - 1 U 98th Ave 15750 A5 SIT2003-00020 10 of 30 � LEGIBILITY STRIP ` p IC` I 2 3 14 I g17 19 5 .,�0 21 22 23 24 25 26 2 28 29 30 1bN�frt CM of HOW t lOE �iJ, !ill r I I :. .lug lL" "Lwlluial Uu1.�.w,aaLajiw y.i. 3�! Sr, x 1 , r, x„ it e ,A x, ti i BUILT-UP ROOF, ' N, IL BASE,� 3" RIGID INSU.,ATION, 5/8" PLYWD METAL �;OOF, BLDG FELT, w N SHTHG, 2X10 JOIST ® NAIL BASE, 3" RIGID R-19 N 24" O METAL ROOF, ,BLDG FELT, ; INSULATION, 5/8 PLYWD ►� / NAIL BASE, 3 RIGID R- 19 SH fHG, 10" TJI " 2X CAP (SLOPE 112") METAL ROOF, BLDG FELT, — INSULATION, 5/8" PLYWD / ,. / METAL ROOF-, BLDG FELT �..� TOP OF NAIL BASE, 2X4 FRAMING SHTHG, 10 TJI STUD - FLASHING --_� NAIL BASE, 2X4 FRAMING 0 a 1 FASCIA DET (SEE 2,/A33) SEE 2 A53 2X10 FASCIA BD __� -------- — -- FASCIA JET ( / ) ,•, 2X BLOCKING CEDAR SIDING, BLDG FELT, - �� 4" CONT CANT STRIF 1 2" GYP SHTHG, 2X6 STUDS, _ __ _ _ — __ ----_-__-- ---- - --__ CEDAR SIDING, BLDG FELT, _ E D / -- --- - - 1/2" GYP SHTHG, 2X6 STUDS, ` 2X10 CONT. LET INTO R-1�9 BATT INSULATION, I - R-19 BATT INSULATION, L.L STUDS 1 2 TYPE X GYP BD. _ STUDS „4 f --� r - 1X4 T&G CEDAR OVER / „" 112" TYPE 'X' GYP BD. ui NOTE: SEE DETAIL 5/8 ' GYP BD -- / 4" L;ONT CANT STRIP .------------ ---- - - � __• D A52 „ — �1" CONT CANT STRIP � w J Z 4 I 1 X 1 112" TRIM z FLASHING FLASHING g a K BUII -UP ROOF, �" N BUILT-UP ROOF, --- -- NOTE: „ �-- 3" RIGID INSULATION R-19 FACE 2X6 STUD WALL 3 PIGID INSULATION R-19 v { .S8 BRICK COURSES 5/8" PLYWD SHTHG, 10" TJI ` ALIGN W/ FACE 2X4 :w 5/8" PLYWD SHTHG, 1'J" TJI < STUD WALL BELOW •}- "�'R' � W/ 1/2" JOINTS) °D I BRICK VENEER, 1" AIR (TYP) o ;.PACE, SLUG FELT, 1/2" GLUCAN BEAM - GLULAM BMS. (SEE STRUCTURAL) PLYWD SHTHG, 2.X6 STUDS SEE STRUCTURAL -- (� e, 016" 0/C, R21 BATT i INSULATION. 112" TYPE Y. SUSPENSION SYSTEM Q i GYP BD IINSULATED PARTY WALL 1/2" TYPE X GYP ' � NOTE: TO EXTEND TO UNDERSIDE OF Z BD ON SUSPENSION 2X4 STUD WALL CENTERED SHEATHING (TYP) -" g SYSTEM ON GLULAM BEAM ABOVE „ ,; TYPE GYP. BOARDX �l C_� I _c WALL SECTION p WAI- L SECTION z (.D A5J0 OF A52 SCALE: 3/4„ - 1'-O" A52 SCALE: 3/4" - 1'-0" _�` LL- TOP v F— r� SUB-FLOOR — ui B,UiLT--UP ROOF, < � z - U rn 3 RIGID INSULATION R 1 ,. U w TJI ® 16�' 0 C 5/8" PLYWD SHTHG, 2X10 (n n Z SEE STRUCTURAL JOISTS p 00 Lj, FLASHING " o ' 4" CONT CANT STRIP L.j o R— 7.5 RIGID ._ � Q o a —� INSULATICN 1x10 TRIM Z co q �"' 'CI!,, H REVISIONS r -- 1 6-17-03 1,12" TYPE X GYP 112" TYPE X GYP 4" PERFORATED DRAIN BD ON SUSPENSION BD ON 2X6 STUDS —� 4— I IN GRAVEL W/ FILTER SYSTEM 0 16" 0/C . a ` FABRIC WRAP T'YP. � t» - ' METAL GUTTER ON _— C� _ _ WALL SECTION `�a 1X6 FASCIA DATE 5-09-03 NOTE: SEE STRUCTURAL / _ JOB NO. FOR FOOTING DESIGN A57 SCALE: 3/4" = 1'-0" -=R _ 4 CEDAR SIDING, BLDG FELT, --- --- �,--__-__ 1/2 PLYWD SHTHG, 2X6 STUDS DRAWN TEY A WALL SECTION I -_ R--19 BATT INSULATION, o A52 _ „ 1X4 T&G CEDAR OVER ; 112" TYPE X GYP BD. SCALE: 3/4 - 1 -0 - - - _ 5/8" GYP BD -- — - — - WALL SECTIONS 4" CONT CAN'T STRIP � "= CEDAR SIDING, BLDG 1X2 TRIM t,e FELT, 1/2" GYP SHTHG, __ -_---__-. _-----. __.-_ __ -__ FLASHING 2X4 STUDS ® 16" O/C/ R -21 BATT INSUL — Al= -- ---- 2'-p" BUILT-UP ROOF, \ --� 3" RIGID INSULATION, }. NOTE: 2'- 0" 8" PLYWD SHTHG, 10" TJI Rr R: ALIGN FACE 2Xfi FLASHING ;GLULAM BEAM 5/ -- SEE STRUCTURAL 5 - - �4 0/C STUDS WITH FACE METAL ROOFING 1 / \ 1 I �/8" PLYWOOD SEE ROOF PLAN FOR VARIED ... 2X4 STUDS ELL.OW / Agt RESAWN FACE ( » _ SOFFIT (TYP) _ SCALE 3/4 CRICKET (SE. ROOF FLAN) - ? 2 ,_ �( ROOF FRAMING `,` D A1�� c R- SEE STRUCTURAL 21 BATT Aei — / �7 3» RIGID INSUL WITH NAIL A81 •`"a ,/� ' BASE OVER 5 8" PLYWD __-- INSULATION' / V uME$ A MIILFR CC1 / » ,. „ 112- TYPE X GYP BD GLULAM BEAM SHEATHRIG ON 10TJI F 1� 8 X 10 112" � ON SUSPENSION SYSTEM a��'�(, (SEF STRUCTURAL}� (SEE STRUCTURAL) GLULAM BEAM C 'JLAM - • ` �,� SEE STRUCTUR/,L ^anANe. oAccoN - 1X4 T&G / Q~ » 1 T'1P 'X' 112" TYPE 'X' \ - GLULAM BMS. (SEE STRUCTUPAL) '�� o NOTE: � �----1 X 1 1/2 TRIM _ GYP BD, 2X4 GYP BD F DRAWING N0. 2X4 STUDS METAL BEAD ® STUDS 0 16" (TYP) CENTERED ON - O/C CENTERED GLULAM BM - _GYP BD EDGE (TYP) ON BEAM 0\ ER OVER - rF--� FRAIVIING DETAIL -H FRAMING DETAIL WALL SECTION 1 F R A M I N r DETAIL A52 _ " A52 , _ „ A52 SCALE: 3/4" - l'-O" �Mh Ave 15 i 51► 52 sl F SALE: 3/4" l'-O- 3, 4„ 1 --p A52 SCALE: 3/4” = 1' .0" 111of* 31-1►0020 4 . .7�3i\,"�, �: e,M t�' :Y�b•�M'n0J114° �, .: : :., ,... ,,,,,,,,-...",,.wrwwrw+._... 1 - . r w_..+.+s ._.nw.....w....n._....... .. ..,.-..w....a..m. .. ... .. ...-.. :':4- ..'Ai. :":7-:,Y7Y11gIMN�� 'nlrwwn wwaw.w. .. - .w .. ,11.111 III iTIP �" I IIIliLE(3101t.tTY STRIP 19 1a11 II. I -io 121 I I I I Hili,. ipmm cm 8 F I'9 22 23 24 25 20 27 28 29 30 ?, HONI 0 lOLP 001 t - S w w L.R ,,L a� a. I - - BRICK VENEER __ METAL ROOF - 112" SLOPE FLASHING BE'(OND SUMP- =-�- .,—CONT CLIP PLASTIC LAMINATE AIR— AIR SPACE _ ~ I - METAL FLASHING TOP -- 1 4r. --- 1 /2" x . 1. 1./12" ` i I _—.__BLDG FELT OVER -�� OPTIONAL REMOVABLE - OAK EDGE CN 1/2" PLY' SHTHG `' / SCREEN OVER R.D. - � N I / - _ '� �.._-2X8 CECAR 2X10 CONT FASCIA I --WEEP HOLE C� --� !" FASCIA 3 DOME — I - M - --T--r-- - o ` 48" 0.C. -� ROOF DRAIN \ ; ---- -- i / 2 A.B. @24" O.C. -- 2X BLOCKING _ _ — r - U — X 8 SCU tR s" CN METAL FLASHING - LINING THRU WALL. O Q --FASCIA FROM __ _ � SOLDER ALL JOINTS __ -`-_ a z 2X10 CEDAR - — — 1 112rr CAULK AF'OUi 1D PERIME?ER - 12" X 12" SUMP 3 1/2" i A 2x10 - --- -- CONCRETE - - — Q o � ,_.--'" � �. FOR 3" R C. — BRICK VENEER JOISTS FOUNDATION l r _ _- 5/8 PLYWD / SOFFI � (ALIGN WITH WALL USE RAFFLE CLIFO 15 � SLIDING DnOR FITTINGS BELOW) 2 210 CONT. LET INTOSUSPENSION SYSTEM FOR i STUDS. 2X6 STUDS @16" 0 C. 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Q11 = W N �---- w a, O d = o 00 p Li CM cr C� Ga 3: a � a ul L REVISIONS 1 6-17-03AA 1 3 4 5 f DATE 5-09-03 JOB NO, DRAWN TEY APPROVED r r WALL SECTION' w Al 011 .4R CS� IAM �./A (S A M ILIER ur ORTI AMD nRff,OAI ►"� r: r , A53 t. 11, Stn Ave 15750 S112003w001120 12 of 30 �r -^1h+rm+• „, .. :. ,-._ ...:_.... . -:,..lrIIIil.l.�:.l.,l:l.llll.l.l..l._ l.rllul �i;AtHCIrI:wIGItYI.:IrI.IWMII I!l IIIIII III III III ...a5IrIia1I1aII.1rrnII+IwIIlCrIIIfI iO 1 i iLEOSLY STRIP24 IOmm.Icm is roIaIdIrInII� ...l�..i•lNl+I�sl.loiemo•pi:lF•l.lllli a!:IIIIs'lplla v12.a h dy ,:;..,•.. 2'5 s 2llIl8llll�ll 2; , 2,e 2 sIl 25X NONI 017!x8 U , moill 111di '"r'LNea .. 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BOARD g'_0 d r_ HALL p� CEILING __.. — CEILING HALL -- l� I ® C] 117 C] ® ® 0 0 _+___—_ 103 0 > LL j STORAGE 114 - � .= -- � Q _— _ _ �' _ oj oj _=Z�_�_—__�- —_ -- - -- CLOSET I� EXISTING ASSOC. PASTOR MECH - — ----- — � � V w rn V BUILDING 115 116 _ - -- _ ELEC. -- Q ROOF CLOSET �' Z LINE00 c U O I ENTRY Q '" C� o OFFICE OFFICE __ OFFICE 0(31 101 © � LL vii 113 � 112 111 - - I ON PHOTO CELL Q • WAITING ILi C' °r0 U Q —� REVISIONS 8t_Ott 8t_Gr 8' -Ot, 8t—Ott -- —__..__.— 1 6-17-03 + " a I 2 _ - - _— _ _ — -- - - - - - - - - - - - - - - - - - - - - - - - - - � 3 ROOF —� a _-- LINE 5 DATE 5-09-03 JOB N0, DRAWN JAR APPROVED REF'LECTED_— _ CEDING PI_AN REF I_ECTED CEIL- INS PLAN GENERAL CEILING NOTES LEE G1- • N ALE 1/4" 1 '--0" Ari) 1 , INSTALL. ONE HOUR RATED SUSPENDED V,ARD LID CEILING AND ONE HOUR (9 EXIT FIXTURE, REFER TO ELEC 1 RICAL GYPSUM BOARD ENCLOSURE FOR LIGHT FIXTURES IN ROOMS 101 . 102. 103, AND 117. D WALL MOUNTED SCONCE 1 D A�CI'� 2. REFER TO ELECTRICAL DRAWINGS FOR FIXTURE TYPE, SWITCHING C— NEW 1 X 4 SURFACE MOUNT FLUORESCENT FIXTURE L~� pMES A. MUTER POWER AND COMMUNICATIONS, FIRE ALARM SYSTEM AND _fr EGRESS LIGHTING. . % ��'� G� l 0 LARGE PENDANT FIXTURE ORN ANo. oREnom PENDANT FIXTUIRE 4F aR�' DRAWING NO + WALL MOUNTED -- EXTERIOR LIGHT ! ® RECESSED CAN LIGHT 0 1 2 IA60 [] FLOURESCENT UTILITY FIXTURE � SCALE: 1/4- 1 ' /pith ,A%-e 15750 S112001-00020 13 cif'30 girl'x:cqr:tL1MY++M.i..:iM'l7•M#w+,y54ft?;F'.,t',wWW'�?k`aS1Laup �.�,4R➢1M W!lt�i'.;F^I'k!•, 44 '.1 .^-111Rt1wW' 'twrw..•.:.,.r.i.M"nT.'e...e,rt-rrt' -.,.. - _. ...._ ....._...,.._....w......_.....w,.w.n.www.•-.w..- .. . 9 0 12 13 14 ii' !� x- 1111 •.,,I. 1,.: I .:I:: .I LEGIBILITY STRIP �lullllllllllll nil 111 iiln II,�, O 2 3 4 5 18 7 i9 20 2 22 B3 24 25 '�8 27 28 29 30 !Omm.i cm hr ' NOW B IOL' IJillOZEj ' 1 1 1vr'}:rF 1 I1, i • I I I _r. I I ao W11 ! a� C14 :rq AD,U5TA5LE ELECTRICAL -SHELVES ON KV _� � CLOSET BRACKETS _ u) - —-- -- - - -- -- - —_ - -_-:_ �- 7, PAINT N - ---- - 4 - - - - � - - 0-31 W4 PAINT PAINT ------ EXIT SIGN - - _ ROD PAINT I (J Y o T LO uUuj- -- - ----- - I --- __—_ ---- - _ N Qc, COUNTER d I WOO() 6A ►- o A53 PAINT _ �- I uj - -- ---- - ---- -— ------- ---- -� - -—— Z D b -- 3 1/2" WOOD BASE - _xc g !,NAITING ROOM 102 � HALL X103 0 A7 uj SCALE: 1 ' "4 = 1 -0" A10 — = Z � SCALE: 1 4" — M � / 1 ' 0 Qui NX M Qo N EQ. EQ. EQ. EQ. WINDOWS ---INFILL CABINET 0 REF._ BEYOND -- PANEL --- ---- — - ---- -- ' I - _ PAINT - LIGHT _ COAT HOOK WITH LL f�" X r," WALL BUMPER N I PAINT — _— "� _ _ TILE_ --- PAINT I PAINT PAINT W = WAINSCOT 6" X 6" TILE --'- — U 1 PAINT PAPER, TOWEL DISPENSER' acs MIC. TA(-'K B ARD IRR WAINS"CI[ AND GARBAGE N - I -- I Ll. _ POCKET UNDER CABINET --- -- REFRIG SCD .I DOOR = `- LIGHT -- I - � --� ;X+ _ iD L1 _ T---, — TANDBACKSPLASH K WALL HUNG u I I �R Q LAVA?ORY WITN M _ ILD DRAIN OUARD - _ _ - LLJ A\---4- RUBBER BASE �..--- 4" RUBBER BASE 2',- 6" X 6" 6" X 6" - _ 0 -�t-- CONTRACTOR TO TILE BASE TILE BASE �I VERIFY SIZE' OF Q 3 BREAK R �/ OM #104 MIC. ANCA REFRIG. _ ,4 TOILET T ROOM 05 U z A10 SCALE: 1 /4" = 1'-0" - ~ w A,0 SC:ALE: 1 /4" 1 '-0" Q z Z_ s O v 00 00Q C] o PAINT Q Ln Q ------ -- ---- - PAINT __- 4,-0 C:.) -- -- --- PAINT _ _•_— PAINT PAINT -6" , O r=——_ 4 Q —T,' POCKET POCKET • 1 ` ), ' A53 CONTRACTOR TO - - - - - • - - - - - I I �� DOOR DOOR _ _ _ VERIFY CLEAR •� .' ,' c0 n' I _ 4" BAC KSPL_ASH -- R SIONS - - SPACE FOR _ � ADJ, SHELVES _ _ _ I - ` I---- -� I UNDERCABINE'T�COUNIIER 1 T T Q 1 6._17-03 I'�OCH E. O POCKET _ `-" LIGHT COPIER - UNDER CABINE - -- 000P. I DOOR - LIGHT- -- --------- LATERA �- - �,, ,' � �. FILES - — 4" BACKSPLASH ,. 2 4' BACKSPLASH " - f" -� (SEE ELECTRICAL] ,. , = I NIC. - - - OPEN OPEN �j 3 COPIER M (N.1. - - - - \ 4" BACKSPLASH- - - -`- - `= - - -\ c J _ --- --- - N 4 . ---- -- c, _ 4" RUBBER BA.E - 4" RUBBER BASE 4" RUBBER BASE a� - 4" RUBBER BASE --__ d TYPICAL TYPICAL DATE 5-09-03 JOB NO. _ DRAWN JAR s WO R K R 0 O M #11 C) 8 6� RE CE-P-Ti ��) I\� # 109 APPROVED A70 �� SCALE: 1 /4" = l'—O" � SCALE: 1 /40 — 1 '--0" INTERIOR a ELEVATIONS 1� 13 � (A80 1 fes.- A80 - INSULA - '�� PAINT FROSTED _ SCALE 1/4„ = 1'-0" GLASS I A80 — E�LLL�� _— —_ — —_.---t --- -- ---- U ARC LIT GLUL.AM -• —.-.-- — C� MMES A. MII t[R GLULAM -� _� STAINED AND VARNISHED _ -_ ;� II r v < 11T. l .�1 7- 5 t ,i r fL I 'rrywC 1 Y f 8*: 4' h i A • --------------•--•_--_-- ---------------- --------------- _.-..._ _.._.-._..-. ---------------•----------------------------------------------------------------------------------------------------------------------------------------------....-----------------------------------------------------------------------------------------------------------•------------------------------------------------------------- ---- - - --- ---- ------------ } U) U.^^ Yl r W I N N I N M O r � V Q O N '� //�� Q1 13 V 1 cr D PAINT FROSTED GLASS PAINT 14 TYPICAL GYP BD ui "eo 14 GLULAM BEAM GLULAM o PANELS Tat PAINT COLUMN (r- SEE GLULAM STRUCTURAL �., - _ J z ? 3 GYP BD GLULAM A82 Ae2 PAINT BEAM a WALL SCONCES -- - -- ,\ .� -� (SEE ELECTRICAL) vt TACKBOARU 17 1R 5 I v Aa0 FROSTED Tat Aat Ii1 M GLASS 5 0 9 4" BACKSPLASH TYPICAL 15 FROSTED Tat ;yet Aet Q LL V GLU LAM COLUMN--=t' - PAINT AN Tet GLASS CAL - T t O - ALL I - - - - - - - - - - - - - - - - PANELS ------_ -- __- --------- T T r,� T T IT T L I ° EQ. E4. EQ. EQ. 3 1/2- WOOD BASE - _.._--_ ___-_--------•--A___ -_ 3 1/2" WOOD BASE e d O 16 16 FROSTED �-- L' Tel Aat CLASS TYPICAL - L1J ALL CONFEREN ,oE ROOM #118 PANELS U A71 SCALE: 1/4" — 1 '-0" II o O W ILD -� u- �- O I-- V Z cri00r !IGH T - /-- COAT HOOK WITH U � WALL BUMPER O t� w- 1`-0` C:) 0 NW 3 0 PAINT PAINT PAINT 6" X 6" PAINT ,I 1'-0' 3'-6' I 31-�0 d o Ij �i Ilrkr O TILE 'rGR SCO cc I WAINSCOT BAR 1� t7 V� < a 00 ►>D t ►m lf1 Q O% "w0 H �- ( O 1-- ?. WALL HUNG I qAR. I I °""• � I REVISIONS ' LAVATORY WITH et I •4- L1 � ch — DRAIN GUARD *- - N I 1 5-17-03 o b --- �- 2 6" X 6" c 6" X F" NOTE: 48' MAX. HEIGHT TO OPERA PARTS — TILE BASE TILE BASE OF ACCESSORIES - 3 H.C. TOILET - SIDE VIEW H.C. TOILET - 1"PONT VIEW 4 2 TOILET ROOM #119 10ILET ACCESSORIE MOUN7'ING HEIGHTS 5 DATE 5-09-03 A71 SCALE: 1/4" — 1'-0 JOB NO �r SCALE. 1/4" g 1'-0" DRAWN JAR �k. ;RAL NOTE: -- APPROVED REFER TO FLOOR PLANS FOR ACCESSORY LOCATIONS. INTERIOR v E=LEVATIONS k Y • a r f WALL EQ. EQ. FO E0. y`r'f i �, }�-�� •` 4'-!`) t- WALL . CONCE -WINDOWS -- -- --- SCONCE WINDOW ' 1 SHELF lFANOL » V-0" '"��'t''�` '�' ' "�•' e �`J'4' _ - �• _-1 J � 314" KVI-ANO HANGING - . . GALE 1/4 _ _ =.-� _��.._. ._ -- - `- .-- 1 1/Ei" VERTICAL -------- - - -�- - ALL SHELVES BRACKET CENTERED pANOLAM 01VID�RS ,i � I I y �� ' � ••; PAINT 3/4" PANOLAM 3/4" PANOLAM / I O —AD LISTABLE / , PAINT c t, -' � / I �r~�, 1 1 N VERTICAL J ` ' PANOLAM DIVIDERS r ALL SHELVES I.r_ - ALL SHELVES rr,,� V JAMES A MiIIER ,rt a (Xl dp :. cwJ 4 I i ADJUSTABLE - -- ADJUSTABLE \ a I �` cry i 1 3/6" HANDICAP L y ti It�'1 BUNT-IN WOOD - _-- - BUILT--IN WOOD \ rP �l (V DOOR ` BOOKSHELVES BOOKSHELVES I ;� - ------ - �_ - - -- ---- — BUILT-IN B Q� til a 4" RUBBER BASE b Q. E a" RUBBER BASE_ - 4 -�Ir " 4" RUBE?ER BASE t 4' RLIHHER BASE WARDROBE . EQ. EQ. EQ. EQ. �C a _ _ --- CLOSET h ,I r DRAWING NO. PASTU �� F FICE 1 ? O 4 PASTORS OFFICE #121 - - ' SCALE: 1 /4" = 1'-0'' A71�SCALE . 1 /4" = 1'-0" A7 9Xth Ave 1.)/0 s; i 5 lit•ill LEORBIC!I"STRIP Com, IQmmr��rrl I ?_ 3 4 ey ? A 9 !O 1 1 12 13 14 Ir -, 16 I9 2C� ?_I 23 24 P`J SFJ 27 2P <<? 30 r OII^ �Q�11L .j HOW t tOZ � . F• h� i yr....dwL. .. .. .. ., .. -_.. ,• •.......,.. .. ... :. ,_.,.......w,.::.... :;, .., -..:.... ,y, _.,,.,rr , .a.. d-r.:. , ,ra.wwfr14+'.,,py ',,kr,natWfN�7Vuiwro_„iry. .: '. . y7ly 01 .?'-T_P.^rR-1•T'a' I. ',+fnlT .'lMPM. .^.^I-T 'r.-Y yM1'M'4Wf.:,:nti-.., i. nx M1fu.,r.+,1401*111140 "II�J N s� '4 , POST -_ = - GLULAM POST i X4 j Sr_EGLULSITRUCTURAL rn `— ------------- --— ---_---- 2 a I - - 5EE. .STRUCTURAL C/� 1 1&G CEDAR - i _ GLULAM POST -�` w N j 1 I j N SEALANT ----- _ c .- 2 /. 1 I 1 4,r— 11 ;F" SEE STRUCTURAL i 1X TRI -__ I ` .. 1X TRIM � 04 ch TRIM FROM 1 X 10, BLDG FEET, 1/2 GYP SHTHG I _ REMOVABLE W (SAW KERF BACK) I I r STOP 2 6 -- - - ,' GLU[ BE SEE STRUCTURAL a. _ 1�4 r� rTl� 1X2 TRIM I �'`�- SEALANT & -- - - - - Ln M FRAME DETAIL, SEE BACKER ROD _ Z 5/ASO z LA 11 I INSULATED GLASS � " , 1X TRIM I TF' ' I 1 HEAD DETAIL 5 WINDOW FRAME i 9 JAMB DETAIL 13 MULL_i0!� DETAIL 17 JAMB DETAIL. ,..., A80 SCALE. 3" = 11 Q" A80 SCALE: 1/2 FULL SIZE A80 SCALE: 311 1' -0" A80 SCALE: 3" = 1 -0" A80 SCALE: 311 = 1 ' 0" CIA = S z g IPJSULA TED GLASS I I RAMS DETAIL, SEE ., I --�� -- 1/2" TYPE X GYP. " (� ---— BRICK VENEER 5/A80 ♦ - --�_ ' 1 112 X 5 1/8 ��- -- ----- BRICK VENEER METAL EDGE k BD _ - 1 AIRSPACE i x2 TRIM _ -- SEALANT TYPICAL ;�_:T-.� — EXTEND BUILDING PAPER - ----- 1" AIRSPACE ; 1X TRIM TYP 7 1 /a" 1/2 X 6 HORIZ. OVER HEAD FLASHING GLULAM BEAM- ~ ! VYF P 0 /, EXTEND BUILDING - 2``- 6 CEDAR SIDING, BLDG 24E 0® -_ _- a" X a" X 1 a" ANGI WINDOW --- PAPER OVER HEAD ' FELT 1/?. GYP .- ---- / U SEE STRUCTURAL 14 i ! ' ^- 1 2" PLYWD _ - HEAD FL ASHING FRAME t FLASHING ; SHTHG, / I rJ _s cv / SHTHG, 2X6 STUDS, .- �. ----- 112" GYP • BD. ---- 1 -- — -- SEE STRUCTURAL FOR R 21 BATT INSUL W/ METAL EDGE11 ,� HEADER SIZE - -T r---•--.I I Li -- CAULK TO CORNER I SEAANT AND BACKER TRIM FROM 1X1Q, SLUG �.__. ______- STEEL LINTEL �' ,/i BEADS � � I' I _�-�". ` ROD O f ELT 1 "GYP H TH - ^ „ 2 S G / HEAD FLASHING 1 Q (SAW K[RF HIACK) /_� -- i/2 X 1 1 /2 I M 1/2" TYPE X GYP, 8D. KI - ! ' ' --- -1X6 CEDAR TRIM _ W G W METAL CORNERS - __ , ' �7 TRIMhLA 1 2 TRIM_-L_- 1X TRIM TYP "X » I f'" LL, FRAME DETAIL, SEE t. `�► - SEALANT 7 SEE 1 1 (�' AT WINDOW � �,/A80 u PERIMETER 1"X2" TRIM �.. L1'_ = w 1 X 3 CEDAR TRIM r-- _, C-4 III (J ► u �? INSULATED GLASS - - - - , L; 2 WINDOW DETAIL <<I ' 6 MULLION DETAIL 10 HEAD DETAIL 14 JAMB CORNER DETAIL 18 HEAD DETAIL z = Q A80 BEAM SCALE: 3" 11_0" I A80 SCALE: 3" = 1' -011 A80 SCALE.: 3" 011 APU SCALE: 3" = 1'-0" \ A80 SCALE: 3" — 1'-011 '� V rn 3 0 on ITZ ___ - BRICK VENEER r` INSULATED GLASS _-- t ter.-._r_______..._..__ _ BRICK VENEER ------,� ~' - 1/2" TYPE X GYP, �� — -- ----- 1" AIRSPACE "� cSEE---,, A# 1 AIRSPACE I _ _. - BUILDING PAPER i R A M E Q E T A I L, SEE FRAME L _TAIL, -- -r--.---• L-�,--- -- I �;/A80 8/A8Q I ---- - -- PLYWOOD SHEATHING REVISIONS CEDAR SIDING, BLDG ! ' '"_'. , 6-17-01 6 -FELT 1/2" GYP i. 1X2 TRIM - -.. _..:IJ ;j \ SHTHG, 1/2"P I 1/2" GYP. 8D. t 1 X TRIM - -- -- 2 SHTHG, X TWD ' / •- SEE STRUCTURAL FOR .. G, 2 6 STUDS, W/ MCTAL EDGE SIZE / R-19 BATT INSUL_ `,A SEALANT AND BACKER - ; ILII FRAME. DETAIL, SEE _-.._.- __.. I �' -� ! IYl --.t: . rIl ROD r, 5 A8U 2 - P.T. OOD BLKG ✓, � -- 2« r)ATE 5- Uy—o3 / s 1 X 1 1 2 TRIM 4 / '� � BUTT BEVEL `. -�' SLIDING DOOR -__.--_--._ ----. r_ . i i I ��/ / , 2-. _ -- _ 1/2" TYPE X GYP. BD. , i g SIDING TO 08 No. ,J� SECTION � , / W/ METAL CORNERS - --- - ` CORNER BOARDS -- - - I R DRAWN TEY TYP w � � � 1 X TRIM TYP -- - . -�= - - -r---�, -- - �' 1"X2" ik L' I I _ �pPR SEALANT - I ovEo AT WINDOW WEATNP R S TP�11 J I X TRIM c YP -- - -- � PERIIAE TER � , � � � - 1X6 CEDAR TRIM I DETAILS _— 'r3 HORI �' ON MULLION HORIZON MULLION DETAIL JAMB DETAIL CORNER DETAIL 3/4" PLYWD SHTHG JAMES DETAIL 11 15 19 A80 D ET I L SCALE: 3" - 1'- 0'1 ��, A80 SCALE: 3" = 1'-0" A80 SCALE: 3" - �`„ A80 SCALE: 311 = 1'-0" AERO SCALE: 3" = 1'-0" - SEALANT 4 1 /4" WINDOW FRAME SEE 1 1 /2"-, _ DET. 5/A80. SHIM SILL, ` INSULATED INSULATED GLASS - �_ _ WRAP BLDG FELT I - _ GLASS SLIDING bQ0R _ AROUND INTO R.O. /�� -112" TYPE 'X' GYP RD SECTION a 1X TRIM %� \ Al FRAME DETAIL, SEE -----\ __-- -- i i / \ ----1/2 X 1 112" TRIM CAULKING 0 EX�IANDABLE -- ' i -�, 8/A80 dt/r GASKET -_ 112" X 1 1/2" Z WOOD TRIM METAL FLASHING _.._ _.�, ----- -- - Q_ �,� _ - SEALANT - 3 1/2 BASE TYP. 2 �- _ [„ hrwts a wulEp r e 1 , 11 5/8" X 1 1 /2" rT�r 112" EXPANSION JT -- _ � . 1X2 TRIM ---- I' . ---- 1/2" TYPE X GYP. BD. __— • _ �Q & CAULK - WOO) FLOOR 1X, SLUG FELT, 1/2 _�. ` REMOVABLE J�rtnarl 4r+o nRr�nrl CONC. SLAB d GYP SHTHG x 1" �� 4 _ _ / }-.r��_ _ SOLDIER COURSE STOPS ��(} -^\aG�' -- BRICK VENEER O I FACE GLULAM i - --- ; Ilc.nwlr�l . rel CON dr FACE �i SIT2003 00020 I CONC � � 16 of 30 T�- 10L. 1)--1 �� L- C.� DETAIi_ � - _ ..- . . --- - WINDOW DETAIL 12 SILL DETAIL 16 VFRTICAL MULLION DETAIL 20 UC� OR HEADA80 ' --- AW SCALE: 3" = 1'--0" a8o " A80 1 1, A80 " /, A80 _ SCALE: 3 = 1 -0 SCALE: 3 = 1 -O SCALE: 3 = 1 -0 JAMB S I M SCALE: 3" - 1 '-- U" yKK .:.awiblY.M.nr++4JIYe:b. : .IYMsa .;, -....t.wnt.. ct%Naaxa:;t. - : ILII ILII T l: � III LILIIIIIA I'.!I I,II � 11I� �� •. ""LEC;181LITY$TRIP (- � I I � ! I ' i � i InIiIilnlilullu1l ,Inulnnllll:Iuullullnnl,nl�nI111IlII " r„ T 2 3 6 10 1 ! 12 13 14 IE 17 is 19 20 21 2? 23 24 �'5 26 27 28 91� 30 t P-1!, 11 OI I ! � NONI *Aloe a II IIP ��,I1�t 1,l�I�I1��`�LuAuALLj I � .Pl I ... I I as 1 i d M1 I' 6; 1 i II - y r v 1 ts: rf t' t w �y yA e' A 1 7 ;!, Y G!_ULAM BM OVA R ,T_ - ;Ili; NOTE: GLULAM POST WINDOW FRAMEDOTTED. SEE EASE_ ALL EXPOSED SEE STRUCTURAL DETAIL SEE �- STRUCTURAL °' EDGES OF GLULAM POST 6/A81 I . I � N - ® BEAMS 1/4" R (TYP) �' err %. FFRAWI DETAIL, SEE ,. GLULAM POST lI N 1 / ' SEE STRUCTURAL v 5/8„ PL YWD ---- 2 SOFFIT I, 0 LP _ 1X4 TdtG CEDAR CEDAR 1X, BLDJ- FELT, OVER 5/8" GYP BD j 4 ` 1X4 5 / Icr r . PLYWO SHTHG -- / OVER 5, 8 GYP BG 0 GLULAM BEAM - -1" 1/4" PLATE GLASS TYP - - ,� GLULAM BEAM METAL I"LASHING I SEE STRUCTURAL SEE STRUCTURQ.L , ® .,ONFERENCE ROOM * 7 1/2" TYPE Fri GYP BD W METAL 1 X TRIM'. TYP NOTE. I EDGE. (TYP) x - 1 TRIM w V 1X1 TRIM ,. - EASE ALL EXPOSED I N - X 1X2 TRIM FRAME DETAIL, SEE EDGES OF GLULAM POST I Lj WOOD BASE ` \ �--� =j 6/A81 ® BEAMS t/4" R (TYP BELOW ��• �"'II z i ) CLAS, FRAME Dl rAIL � WINDOW FRAME SEE 6/A81 CL rj--�HEAD DETAIL - - SEE DETAIL 8/A80 COr ��IER JAMB DETAIL_ 9 JAMES DETAILrj'3 �HEAD DE TAIL �- A8t SCALE: 3—,'-0" I f �� --- - ASt SCALE: 3" = 1'-0" A81 SCALE: 3" - t'-0" Aet SCALE: .3„ � 1'-0„ U I _ 1 /4" FROSTED TE..IPERED -----� M i GLULAM BM OVER I PLATE GLASS .- DOTTED. SEE STRUCTURAL = �- 1X3 TRIM WINDOW FRAME cJ � , _ .__. GLASS FRAME DETAIL Ll_ SEE DET'L. 8/A80 iv 3 1/411 ---- -- _ ___.. GLASS FRAME DETAIL \ _- -' SEE 6/API METAL FLASHING 2' 4 - SEE 6/A81 U 4" CANT STRIP �-�- ' GLULAM BEAM \~� I SEE STRUCTURAL 0 BUILT-UP ROOF 1X TRIM 1 11201 / \ 1 x TRIM Li 0I DOOR FRAME DETAIL � ---:,�. ..�" } (,D GLASS FRAME DOOR FRAME ! - SEE 6/A81 N k— LL- GLULAM GLULAM BEAM GLASS FRAME DE TALI Q O - - SEE STRUCTURAL I SEE 6/A81 i N ! � w c� _ I I (� U Z rn - r6-� INTERIOR GLASS DOOR FRAME MULLION DETAIL SILL HEAD @ BEAM _ � 4 -, � �, 1 p � I 1 a � Z Z 2 SILL DETAIL �81 / SCALE: 1/2 FULL SIZE A81 SCALE: 3" = l'-0" A81 SCALE: 3" 1'--0" V 8 A8t SCALE: 3" - 1'-0" I v� jr o ---T INSULATED CLASS i < 00 -rp, -� FRAME DETAIL, SEE �' U EASE ALL EXPOSED I 8/A80 _ —_ Q �-- F ' EDGES OF GLULAM I'OST 1X TRIM TYP ` � slaNs ® BEAMS 1/4" R (TYP) _- __-_ 1X2 TRIM TYPICAL �` - 1/4" FROSTED TEMPERED 1 e—,7—o3 L., I FRAME DETAIL /��- , �r �� .�` PLATE GLASS _ ----- SEE 8/A80 L 2 - '�` SEE DETAIL I -�`' 3 6/A80 I GLULAM POST - ,� 1 X TRIM 4 ' SEE STRUCTURAL �� M { - GLASS FRAME DETAIL 5 SEE 6/A81 DATE 5-09--03 \ `n 1 X, BLDG FELT, 1 - 112 PLYWOOD / 'o No. DRAWN TEY 1X2 TRIM. TYP APPROVED LAMINATED GiA�I� 5 1 4 2 _ _--- -- - 1 X, BLDG FELT, X 10 - .,.. STAIN - 112" PLYWOOD SHTHG _ 3 CORNER JAMB DET ", C..ORNER JAMB DETAIL_. _ ri JAMB DF- TAIL _ _._ . ..r... A81 �81 _ SCALE: 3" V-.0" I A81 SCALE: 3" _ 1'-0" _ MULLION S I M = 1 --o SCALE: 3" KALI-: 30 _ l'-0* FACE OF -- j - - BEAM ABOVE — DOTTE ;�_- ------ -- BEAM ABOVE — DOTTED BRICK BEYOND 1/2" TYPE 'X' GYP BD 1 X TRIM - 1 TYP X' -- GLULAM POST -- ) 1 i,1„ , 2 \ /2„ E " SEE STRUCTURAL - _--- -- --- _ \__ `- 2 1 /4 ` - GYP BD 1/4" FROSTED TEMPERED WINDOW 41 METAL EDGE 0 GYP BD ---- -- --- I PLATE GLASS --- 1 Y TRIM. 'TYP FRAME DETi.I! - i -- WINDOW FRAME SEE 8/A80 '\ BLDG FELT OVER - —________ 2 6 ;2I \2 '; SEE DET,,^,iL 8/ABU 1/2" PI_YWD SHTHG - -- CONE, - - GLASS FRAME DET'I_ rn 1 I 4 -- 118 SEE G/A.F31 �1 ' I — GI_L►LAM POST (,OMMON ARCA a wlt�Ep fit'► � � 8 0 CEILING �; j ----- - -- -- ----- - SUE S'RU C TU R A L 110 ,c�1 .(✓Iti1 �-,,� / LINE TO TOP I OF SUE�FLOOR CARPET opnAho. opEr,�N :,� � BRICK VENEER 1X4 TRIM cI�„ �-• d �.36L -�.. 6 -- / WALL (SHEET A20) I '4/ �V __ WOOF) FLOOR � l)J• d� i - - 1X2 TRIM. TYF - _ SEALANT & i 5 1 /8" --- - _ S-1/8� f;ACKER ROD DRAiAING N0. t `!, BLDG FELT, 1112" �\ " „ 1 I I PLYWD FHTHG 1 X. 1 1/2 TRIM. TYP 1 - � \ 1 X BLDG FEL 11 2." � 1D _ � IDETAIL ) AMB DETAIL � _ � / 1z HEAD _ � JAMB DETAIL -- -.------------ - - _ � � - , E I A I L , � SILL� BRICK VENEER 8 Aai ;%ALE: 3 1 -0 �rl?uo3-onr►zr► --- " - A81 SrALE: 3" = 1'--O" PLYWD SHTHG AE1 SCALE: 3" - !'- 0" ` h AV% I /111 - A81 A81 SCALE: 3 = l'-0 �. . \--- „ - � 17 r�o LEQ181L1?Y STRIP crr � lij til r,1 lxa:., IOrr.n r,m IG I I 12 13 14 18 i7 18 Ig 20 21 22 .,3 24 2`; 28 27 28 29 :10 i ZI III1 01l'I''i�� i 1 t1I 1' I 140NI 1ttog � �I 11111-1 ,I 'I I J 'i,'I f'f iY iiMM .��1� �4�gli#�rh>E ^rr - K V) 00 %J'1 W I 100100 CFM' 80 CE J r 6. 3`0 --�.,, 10x4 12x4 FR b U o CK)16x19 0$A r &Lw© LOUVER O 8x4 OFFICE 7M Dc 0 10x4' O (TYP 2) < o ©--. 6'0 a, 8x4 12.0 800 G \OB 155 Gf?d E-_2 ItiS��9 a 12x4 FRGui D 12x4 FR 215 CF 215 CFM / 61202 .1.. 8 24x4 FR 24x4 FR � BE=] L OLIVER �RELIEF o ffGUTL1NI �Q_�,�M � � bn'LAr z ?® —(pt'1 - g"o Oz in PAT ;.�,, -8"0-� g"� f` D L I ' __T fi"A " 12x4 FR I RECEP � j�� - - U , 135 CFM �.p 6'0 10"o Lel Esti—1 "—' LAJ LA 10x4 FRG B 6'M 8!OJ _1000 --, B J CUMMON ARES T N LY n T4 ROOF C 2QSL,�Ad 3"0 12x6 9.0 8 "0 coo UP 2 Q J CAP ?.Q St h4 I ' 10x10 SWR rU ROOF - 170 CF64 IF CAP 12x8 SWR TOILET 8x4 FR y'AFF 3 8"0 r 2 9'A_F q•0 \. �2 J (TYP 2) ` - - �� CEM d 20 CFM CEF-1 10"o O —11"0 -14x16 0 1"x8 SWR CEF-1 8x4 FR 0 'AN �_ Ll_ ! B HALL 10"o - w �-a j L ion: 300 10x8 SWR 8 0 6 0 p. 4 �� /ENT TO n_ L i MECM r1, ® x�YR K - 0 U [iTE] 14"0 -----4 16x14 I o 20 8"0 goo _ 8w0 FM 24x4 FR 300 9"0 ]2x400 FR L1_ 7"p-� H td."o © 8 B 7"0 17SZ /� / �� i/00 12x4 F R 0 0 1 90 12.x6 SWR 1 Q ;;% + O 01 N OK\ 12 13.0 6�0 ; ^ j 00 -� CLOSET U- � PASTIJ� R� K TORAGE �12SEAd 7.0 10x�WR12x12 SWR'___A 10x6 SWRL 10x6 SWR (TYP 2) ......._....................! ............_..._............., I" WAITIN, LJ40 VENT TO ROOF 4 _......... _110 wo 1.4 z a SWR 3"a 6"0 12x4 SWS 6-0 Q — `' / r 75 CFM 14x14 T B 14"0 12"0 g•0 ENTRY V pp 10x4 FIR � rF) LA B rn w 3"0 w ��J u o G TYPICAL �-� "t \ ® ` n 3 6 0 OFFICE TYPICAL OFFICE 9 • 24x6 FR goo 3 , < A L 700 r'e 3"0-r © r (TYP 2) --- • rfr:__« .. «_•:_I� p G _ter:.: _ ............... _- ................ . .............. ._ a., ...f— l.«................._.«....«..._....«........ I� 1. .................................. ......... _ -.-. C.FNFR��S; REVISIONS 10x4 FR 12x4 FR 14x4 FR 14x4 FR t DUCTWORK SHOWN IS IN CRAWL SPACE. LNLESS OTHER I 6-17-03 WISE NOTED. I 2. SIIPPLY AND RETURN DUCTWORK MJLATED PER CODE _-- 3. THERMOSTATS: HONEYWELL T7300 7-DAY PROGRAMMABLE -�- WITH NIGHT SET BACK. t t I LATE MAY 2003 JOB NO HVAC FL100 R. PLAN � , � L;�AWN D.D � HVAC PLAN NOTES WALL STACKS SCALE: 1f4" 1•-0" A 3"o IiNDERFLonp, VENTILATION SI_IPP Y - TYPICAL PLACES. 1 i l APPROVED S.C. S�l�LE: 1 4- 1 �-O�� L IC L OF 10 5 .FM EACH (1, 3y� xt(J _ f V� 8x8 PENETRATION IN CONCRETE FCII_INDATION WALLS TO RELIEF VENTILATION ``��` F.S 2 34"00" �D PROF a. `=/ SUPPLY. TYPICAL OF 2 PLACES O3 3Y4°x14" � ,NG 1 x�4, " 66929PF OFROM UNDERFLOOR - RADIUS TURN UNDER CABINETS TOWARD TOE KICK GRILLE ® 4'-0 x14" - CABINET SUPPLIER TO PROVIDE BLANKOFF FACH SIDE OF GRILLE, t "oREC, UNDERFLOOR RELIEF FAN- INTERLOCK WITH FURNACES F-1 AND F--2. EITHER p FAN SHALL ACTIVATE RELIEF FAN. DISr:HARGE L(AIVER, SIZE FOR MAXIMUM OF 500 FPM AT 200 CFM. L�,�z��, C _ - - _---_�_ z O SUPPLY AND RETURN PLENUMS LINED AS SHOWN WITH t"SA L'NING _ �-1 ALL DAMPER HANDLES TO BE ON _IDE ..F DUCT DAMPER TO BE INSTALLED SCOTT W. CRUZ F WITHIN 12" OF TAKEOFF Engineer ALL JOINTS, SCAMS AND CONNECTIONS TO BE SEALED WITH VULKEM DUCT I Cs,o RL gsuuo' SEALER. VANMWR, WA Wil OF 9W2 SU171 100 G SUPPLY DUCT TO BE HUNG 3" BELOW FLOOR JOISTS AND ALLOW FOR 2" FOIL 1360) :s. o2ti4 D BACK INSULATION. - IN 0211IM2.DWG DUCT INSULATION JOINTS AND SEAM 10 BE TAPED ANC SEALED WITH 4" WIDE R.L. r NYLON REINFORCED ALUMINUM INSULATION TAPE. Am" 5/9/03 41 RETURN DUCTS TO BE HANG BELOW SUPPLY DUCTS, HVAC FLn(-I�, O OSA INTAKE LOUVER - =IZE FOR MAXIIMUM OF 500 FPM AT 640 CFM. PLAN r# DURING CONSTRUCTION DUCT ROUTING MAY BE ALTERED TO ACCOMMODATE DRAWING NO STRUCTURAL RESTRICTIONS SUPPLY DUCT FROM FURNACE TO BE COMPATIBLE WITH FURNACE DISCHARGE OPENING AND ALLOWABLE SPACE UNDER TF,IE FLOOR. DUCT VELOCITY NOT TOM 2 EXCEED 1000 FPM sixth Ave I-*100 112003-00020 SEISMIC BRACE FURNACE TO WALL OF MECHANICAL CLOSET 18 of 30 -- ,,..., ....: tia.<..,rauw..�M I Ittc I „"' t''4:+fC?{9yir..'�'a "•,.n..ey+lF.rs 67. �.� IIiIII�i��l!I i'fill!�!u P11!I:ii�l ilIl �!�I11 I 'll�llll Ii11 IIII III. IIII 1111, I luinl!Inillllll (IIII"?t Ili! ..... I Ilt !,;' i , I LEGIBILITY STRIP I 2 3 d 5 I i I ltlEll I�11n� , ..I. �II��II�� Th!�!I11p I I1IT111 lull, I1,�1��I IOMn.I tin 10 I I 12 13 14 E 17 18 19 20 21 22 23 24 2�3 �6 27 28 2' 30 (I �I.I I .'•,' +' ',I11'I,I I II+,�,� � N�Ni S' IUZ 1 �� 4 ±,+ or l 1 1 • f i i 'r 1 , I I I I "-- BEAM BEAM ABOVE - DOTTED METAL I I � � I C� r T 1 C4 BEAD FROSTED TEMPERED HEADER BEAN HEADER BEAM - - N I I �� _ __�.� _. BRICK VENEER o 1/4 PLATE GLASS SEE STRUCTURAL SEE STRUCTURAL KAWNEER DOOR 0. J & FRAME 15 - METAL BEAD ---- --- METAL BEAD 2 _-- ----- - 2 01 _ -►- R-19 BATT. INSUL. _ ` 1 X TRIM �2 Z FROM 2X4 O g N -t-- 1 X TRIM cam, ----- - 2 6 4 IR -- - GLU-LAM COLUMN \�--� GLASS FRAME DET'L \\ .__ DOER FRAME DETAIL 4 - - \ SEE 6 A81 SEE 0 A81 , 2 _ 6 - "-- METAL BEAD a / / SEALANT & BACKER ROD '` --_ II \ I,<AWNEER RELITE w :�j FRAME N r: BRICK / SEALANT W INSULATED GLASS SEALANT AND BACKER ROD & Z VENEER - -- BACKER ROD �--+ Z W I --- - 1 X TRIM z JAMB /CORNER DETAIL �2HEAD DETAIL rTDOOR HEAD DETAIL 4 JAMB DETAIL__ JA !v18 DETAIL_ A82 „ _ A82 i, _ A82 _ A82 _ A82 y, SCALE: 3 - 1 -C1' SCALE: 3 - 1 -0' SCALE: 3' - 1 -0 SCALE: 3' -- 1' -O' SCALE: 3 ' � l'-O" z 0 METAI BEAD (TYP) /--CAULK (TYP) W U KAWNEER RELITE �, FP,AME -- - TYPE GYP. BD. SEALANT & LL BACKER ROD Q Q -- 1 X2 TRIM Of = N `- FROM 1X8 (f U T n 1 " 6 CORNER MULLION a Q A82 SCALE: 3" — 1'-0" v w 00 O CC O O REVISIONS 1 6-17-03 2 3 4 5 DATE 5-09-03 J08 NO. DRAWN JAR APPROVED DFTAILS i Al l I I 'a JAMES A. MILLER ORT[AND ORFr,(IN :ai or. o PAWlNl, NI � I � 9XIII Ave I-,)ou w S 12003-00020 19 of,30 . :, r^ T ! Ili1171,11, II IIII ILII IIII IIII ' III I Illlllui IlH!I ei I "" h! 11d1�ltlhxa mg1y ..,.,, Pk.: LEGI®II_ITYSTRIP � I I I�� I I11[II nl I�IUI�IIIII IIIIIII'I Omi �23 nlllnillnn�lll IIIIIII11111111[�n1(�I�IIIuUllli" In I I 12 13 In I� 17 8 !� 2U 2I 22 $4 2; 28 >@7 20 29 30 L1 I I 01 :,7N1 0 10Z i r r c,� ;Y r i i i LQ C 0 DRAWING INDEX FQ�RGIN�f • N -`-" ! All reinforcing steel for concrete to be grade 60 (grade 40 For, ties) and shall FOOTING SCHEDULE .41 4 conform to UB.G. standards and ASTM 4615. _ _ r o �I.i Drawing index, General Notes, 4 5G�'ledule6 Al! welded reinforcing staei shall conform to ASTM A-106, MARK MARK SIZE - -^ REINFORCING - - -� 51.2 Foundat mPlan 3 Fabricate and Install reinforcing steel according to the 'Manual of Standard O o 51.3 Roof Fram!n Plane Practice for Detailing ReinforC.ed Concrete Structures' ACI Standerp 31�. O 1'-b' x 10' CONT (2) 4 GOVT 9 4 Provide 2 -0' x 2'-0' corner bars to match horizortal it ntorc-ir[j in Ovalle and n 53.1 Foundation Details footings at all eonlerb and intersections, - ------- - - ------ - - - 53.1 Framing Details 5 Splices rn wall reinforcing shall be lapped 40 diameters B 1'-9' x 10' GOVT (?) •4 CONT �/J 533 Framin L7(stalle b. All opening3 e smaller than 30' x 0' that disrupt reinforcing shall have an amount of _- w 9 reinforcing pl6r_ed both sides or opening equal to the amount disruptred and - - --"'- " --- iso extending 2'-0' each side of opening. 2'_0' x 10' GOVT (2) 04 GOVT 1. Provide the following reinforcing around wall opening larger than 30" x 30'. O GENERAL ST UCTURAL NOTES a 2 .55 over x opening plus T-0' each side ----- --- --- - --- -_ _.- Z b 7 5 under x opening plus 1'-0' each side15 O 2'-b' x 10' CONT (3) 04 CONT W C 2 'S sisdah side x ruii story height _ _--_ O I ICON GtJNSTR�I 7G IpN of 2 5 x 4'-0' diagonal bare 6 each corner3 - n e Provide 90 ciogroe hook for bars at openings if required extension past E VARIES x 10' CONT SEE DETAILg3, (. The structural design and documentation conform to the 1'991 Uniform Building Code opening cannot be obtained --- - -__-___-__ a c-4 (UBC), as amended by the State or Oro- The structural documents ars to be used 8 Provide two 04 continuous bars at top or all wall6 unless noted otherwise on plan. O W w in conjunction with the arC.nitec ural d mechanical drawings, and tYa project 9. All welded wire! fal:'ric- shall conform to ASTM specification A-185. F 3'-0' x 3'-0' x 10' (4) •4 EACH WAY 0-4 Z 6pecificatiori Theo contractor is raepc. ✓le for coordination or all ciccumantatior. a. All wire fabric shall be supplied and laid in fiat sheets and shall be chaired - ------ ------- and is to bring document discrepancies ttu this attention or the architect / onginear to proper position in slabs For clarification / direction 10 Reinforcing bt e!1 not ne bent or di6placed for the convt9niEsn 9 or other trades �"/ ?'-b' x 2'-b' x 10' (3) 04 _AGN WAY unless, approved by the structural engineer -- - --- - - ---_---.- -_..._. ._ -__ - \ re The stability or the structure is dependen'. un the completed condition. The 11. Minimum cover from concrete eurrac*6 to reinforcing stoat 6hail meet AGI I� contractor Is raponsibie for temporary brt+cino ,::1urine3 construction. requirements W 12. Electrical conduit t. l! be placed near center or slab. f- 3 D FF�,,Mi COLUMN SCkEDULE Q NG u N b w addition' to the structural dead loads the Followin live loads and disci n criteria I AI laminated beams to be 24F-V4 DF/DF (at eimplet span beams) and 24F-V8 9 9 ! MARK COLUMN 6A8E f't.AT>E / A. L8OLT8 were usef; nr DF/DF (at Cantilever beams and columns)per AIT(; specification Appearance Roof: .� �oef . snow drift / mechanical Floo'e grade to be coorcillnrted with the architect. OI GL 5t'sxb SEE DETAILS y All glue laminated me tubers --hall be notched, shaped and fin4heo as per plans Office 100 per (Ircludeh partition loads) and specifications and shall oe fabricated with waterproof glue6 Staersa: -� --� r , 100 per 3 Erection of members shall conform to AITG; specifications O? E blip POST 51MF50N `5(;&oC' Stei0O per 4. Certificates _?f inspection 01 and '2 frc'm AITG or an Independent tooting ---- -- - RetainingWallis' laboratory a ill be required Wa5All lumber eper_46 and grades to bes as follows 4x6 POST �SIMF'SON 'BC46O' . ' Reetreined Retaining Wall 55 pct (equivalent fluid pressure) Non-Restrelnad Retaining Wall 40 pcf (equivalent fluid pressure) a Joists. beams and 6tringere Douglas Fir-Larch No. 2 eovi. q) ' Coerficient or Friction 0-30 b. Beams a etringere. 6x a greater Douglas Fir-Larch No. I (oF-L-I) Soil eoarinc) r-1re66ure' 2500 per (Tot4l Load) c. 4x r->oste Douglas Fir-Lerch No. 2 ro•-t V) ------_ ----- - ---- __- d. Pasta a Imbors 6x a greater DOuQ!ab Fir-Larcih No. I (pp I.•l) 41 Soil Type• SE a 2x4 etude Douglas Fir-Lerch No. 2 rot'-L d2, HOLDOWN SCHEDULE I i F Studs 2x6 s greater Douglas Fir-Larch No. I (of-L*) • PSI Inc. report / recommendation dated October 8, 2002. g Top and Brittorn P 11Le b Douglas Fir-Larch / Any Grade MARK TYPE COLUMN / ATTACHMENT ANCHORS In. 81116, ledga'•s, plat ss estc embedded in or -- -- , In contact with concrete Press treated DF-L 02 81'^'1P9O1V (10) SIMPSON 'SDS'/4x3' WOOD SIMPSON Wind 80 mph I. Bu.:ks, blocking , bridging a miec DF-L 03 or Wmm Fir 03 1 'PHD2-SDS3' 3GREW5 eDEL STUD (MIN) '55TB16' I 1 Q Exposures B 6. Crosebridge or solid block at 8'-0' maximum o/c for solid sawn joist 2x12 s larger -'- 1. Framing anchors, joist hanger, poet ca 6, etc. to be 'Simpson' ore roved equal. SIMPSON (14) SIMPSON 'SDV/4x3' WOOD SIMPSON 0 Seismic Zone 3. Z - 0.3 8 All bolt heads ad nuts earineJ, on wood to be provided with an oversized q � 'PH05-5DS3' SCREWS aDBL STUD (MIN) 'SST524' (D Importance, I - 1.0 wash. - -- ---- --_-- 11_J Cao - 0.84 9 All palling to be per tyble 23-11-e•1 of the UF3C. Neils Gal!c)e� fear On the drawings J . LL- R 5.9 are to be common _ -_-_ �` O 10 Cutting and notching or jolete not allowed I' diameter hole may be drilled in the I G,c��lA�_wtC,PES�TIO Center 1/3 of the member depth. All other holes to be approved. SHEAR WALL SCHEDULE < ACL �Y 11. Studs may be notched ir, the lower I/5 of the height or stud For electric And - --- - -- - - - -- - --•-- Q� U Special Inspections are to be perfor nod by a quelled independent special plumbing pipes, but. no part c,,f notch 16 to be deepen than 25% or width or stud MARK SHEATHING NAILMG FDN ANCHORS inepeoc-tor and shall conform to eecti..>n 1101.1 or the 1,15C, Oregon Spaclalty Code Holes of diameters urs ,o 1/3 or width or stud 'nay be drilled In studs but not in Inspections are to be continuous or periodic As detFine .6 d by UBC 11011 and contor 1/3 or their tk;ight. 0 '1?' -,PA RATED (32/16) 8d ab' o/c EDGES x Ip' A BOLTS _- 1'10402 and As outlined below. 12. All members 2x or loss ( least. dimarwon r shall be kiln dried PLYW'D (BLOCK E':hsES) 8d 012' o/c FIELD ,048' o/c --' Z a Continuous during the taking Of GOrlGret9 epecimene end the pleGerment of 13. 61rieath!ng to be APA rated with extarivr glwa, nominal size as noted on the - - L_ -- = O conc-'ete and reinforcement drawings Install roof and Floor sheathing with Fane grain perpendicular to '%?' APA RATE) (32/16) 8d a4' o/c EDGES Yo x 10' A DOLTS - V 0 I AJ b. Ccmtin,ic is during the placement or anther bolts, esxpanelon anchors, end supports and stagger end joints Install wall sheathing either hUrizontal or © PLYW'D (BLOCK EDGES) 8d 012' o/c FIELD 032' o/c adheeiva anchors. vertical And block all edges of sheathing with 2x4 or thicker biock!nq Block - - - O c Visual inspection of all structural welding, except welding performed on the rOor sheathing where noted on drawinge. See plans for nailing requiremesnta pronl6ee or an approved fabricator In conrormance w'th UBC- 1101.1 �r 1 As listed In UBC 1101-x5.1.21 through ;-101.5125, porlod!c Inspections allowed 0TRR0 TU_RKAL,_1AN2 M-I��I�I < 0 W for single peso fillet welds less that 5116', metal deck at floor and roof, (a s I Detailing, rabricatioirii and erection steell conform to the Steel Construction Manuel Z _ 0 composite studs, &tee! etude, steel joiete stairs, ano railing syeteme. 11 "ariodir- inr,pecUone For ASTM AiD6 reinforcing steel conforming to UBC of A!SG. < �,. 1_.01!p eel to be A'46 except As noted lu Periodic ifs eict!on or h. h slier th bolts conform n to UBG X101.6 3 All welds to be made by Certified tUelders to .+WS Standards with E1OX>e --- p `� 9 `� electrodes REVISIONS Iv Continuous !r,�loesctiOn required on fillet wesids with tlroat6 larger than 1 �� 4 Holts to be A3O1 unless noted otherwise 5/16' and on pa t.iai and complete penetration welds 5 All structural tubing 10 be ASTM ^,FnO Grdde B I'y = 4U ksi. -03 v. All complete penetration welds are to be tested ultrAeonically or by an 6 All pipe to u✓e ASTM A53, Type E or C Grade B ? �- r approved Alternate method conforming to UBC 1103 2. The special lnbpectlan requ!ramorts are equally Applicable to prefabricated as 1• Do not oversize drilled or punched holes with burning torch. -3 r well as bidder des fined construction FRE!ADIRIQAT, -ZLQt � I T 4 3 Any Items Felling to meet this project epecifir-Ation6 shell be lmmedlately brought to the attention or the Architect and structural engineer I. AIi floor members shell be manufactured ry Trus Joist "lacmillen Corp 5 4. The spec el Inspector shall prcvlde a copy of their report to the owner 2. 411 joists shall conform to all proves -no or thee 1991 Uniform BLOIding Code. - - -- architect, structural enJinear, contractor, and building official as each test Is 3. Joist shall not a-coed A live lot-;d oe -;ctlon of (Roof: L/360 - Floor: L/48O) or DATE 5 - °J m: completed. the working stresses A6 6-town in the IJE,G 6tAndardc for appropriate materials For the loads Indicated on t> , drawings. J0B NO. 02 56e SF�EGL Q13$ER�/, TlQN a Joist nanufacturar 6i-all furnish complete enc�in•rer ng shop drawin36 with Ore( {on -- registered prore, )ionei engineesr'e seal DRAWN JNu. I. Structur@,l observations b� the ceng!neeer of retard Or tele reprre9d tative shall be c, A TJI series required at the Following approximate times during construction Manufacturer shall furnish All hanrgnrg, enol end intermCr�iata stiffeners. Ai`Pr1n`J([) JEt, a. During foundation construction, After r,+ r ;•�rcesment is in piece, prior to concrete blocking and/or shear panels, and metal bridging Asti '��? iN•• pt. squired --'---" pour to provide a complete Floor or roof structural eyeten, b. Aftecontractor c or, floor and wells are In place, prior to cover by finish materials, B Parallel strand lumber (PSL), Laminated a/eneer lumber (LVL -,ci LA-i-,ted Strand DRAWING ?. The contractor shell notify thr±t engineer of record tour (4) calereeAr days in Lumber (I-SL) to be manufactured from Western Species Lumt or r i.: *• �f;^�!ur�'s INDEX advance of completion point rerqulrinq site ob6ervat.ion specifications with the following stress ratings <iEN e. Parallam (PSL) Fri = 2900 psi F - 2, 0 psi GENERAL I. Thebe notese set minimum e,dndnrde for construction. The drawings go✓ern over the E 2,000,000 psi General Notes tc., onown NOTES 2 Contractor shall verify all dimen6lons and conditions on drawings and in the neI6. b. Microllam (LVL) Ft, - 2600 psi Coordinate locations of openings throu�3h rloore, roof and walls with architecturAl, F„ = 285 psi ` 1 C mechanical and electrical pians. Nvtifu design agency of any discrepancies. E - 1,8O0,000 psi SG�IED�iLES 3 l"echanical equipment, me9chanical And sprinkler piping IArger than 2' diameter or other ita-r6 producing a hanger toed over 50• ShAll be hung by a system c. Timber Strand (LSL) Ft, - 2250 p61 approved by the olaeign agency. Any hanger produc!na a load over 200* shall F ■ 285 Pei have addit!cionAl framing installed to transfer these loads to the main structural E - 1,5O0,000 psi beams or w,-Ile •rises othmrwise approved 6 Manufacturer shall coordinate location, size and weight of mechanicAi equipment A. Shop drawings sial be required on reinforcing steel, structural etcel, bidder with mechAnical engineer and contractor. Vourify location and size of duct designed window elazin� eysteurne and shell be reviewed prior to fabrication openings. Provide additional jo!st.e as necessary. 1. All bridging, bearing hardware, blocking, hangers, at that connect to then joists C ST =QA T IN PLACE shall be per True Joist Corp standard distalis 8. Erector shell exercise extrarneb care during orectlon or joists to prevent there I. Average coccreate strength As, determi,lad by job cast lab cured cylinders at 28 from buckling laterally. Provide lateral bracing as necessary. T days (plus Increise depending upon the plant's standard deviation as specified 9, Manufacturer to inspect all joists after they hAv • been erected and sheathing, ,r In AGI 318) shill be 3000 phi for all uhee brldgino, blOCIr,ing, etc. has been Installed MAnuracturar to submit certificate to •` 2. Minimum Mix Requirements! th ,/' ,...• ' t/'r�•• arlg!near that is inspection was made and that joists are in Acceptable t Dndition e Slump; ? to 4 inches Devletlon From design slump .li?' to -I'. anril meet with thv manura�.turer's design and installation r rrquiremeN•+ts 41�� // b. Air Entrainment. "er ACI at all exterior elebb. / � c. Admix: Water reducing adm,x (F'oazolith or equal) For all slabs C d. Aggregate to be crushed rock a. Sand Equivalent to be void of --organic mater'Sie, r ptGr7ty 3. Place end cure all concrete per ACI codes Ancil standards. 'r "ttYty tril�'. j e 4. Provide control joints in all els be on grade at 20'-0' o/c each way maximum unless ��jt 1 otherwise shown oro plane. Provide control joints in all exteric r walks and slabs mow. per architectural reouiremer416.. 5 Sleeves, piper. ar conduits of a!umirrnn shall not be embedded in structural concrete unless effectively coated. i' V Klh Ave 1�00 Si 's I S I T-2003-00020 20 of 30 11-'t.'R4bA.weplpi�lp,p��.. ,^isarvewAlu.ror.:r .�.�,.w.....,.-.-.,,,-.•_. ,--+�....,.-• ._._ .„.. .. + c.'•iI'i!lI i I IlI Ii l,I.Ii i�I II!•Ii!It!t I 1 1 .1 i,f:+11I9iCm 9UltUi.,-W@Ii.!tbIi::IeiRiIJI i.IIII I!!!' ilI !i 'I u�WY r+.Wa.!w w+r(wWItl4MrstNw iw�j p..t�r'mrDa44priCtI LEGIBILITY STRIP tOmrn.iI 12 3 ! 7 Int IwIYI1I1I II Iitt I II 1I 11T1 i#,. �'biii?@i,terR!`^ 2,lal8.0 ri;n, �n�9! 30S !O I ti o. OI � - ' MONI !Iotf4 lor k �a R i nYl t „+,• 2 t i lwip 00111 111 1011110 0111111 Ill - , .-. - " .. . .. .. , MT4 A""17 n T. V„ 'i �r t .Y 'eu s RI RI I RI r - - - 8,'-,• 00 12'-4' I z ,3 ar ----- --------------- ------------ _. - --71 ----- - o -- 1 I 1 .......................................... .......................... 1 9 z r 317 W yw_ww_._ww__ __ l sRl Ir_..�......_._..-•--- -____••-- ---1 I I I CJ _._ __ .-_ -----�-_ _- - -----_ l.._....__�� -W IO ! I r— _www_ Z ^— _--- I 1 ' i------- -------- I 531 51M I j ' � I I I I - i I ' I I ~� Z � I I; a 1 I i I I I ? i 1 � 1 I .a ----•-� I � 1 I I � � 1 I I I 1 531 I I , g 1 ; , I 1 I I C) �. w_ _ _ �— __ AI , w_______ _ _ —^-- __ www__w w___ _ .. ... .. ... 'T .. ... .. t I I I I U v ? _ — — — i–_–r_.__. —___- w _w w i i w w •w __• -www w�_ ' -� ? I I A 2 Ni ON �; I � • I � �► PROUN�O.) I I l TYP, T (t'}'•.. Ili I D I I I 1 I A TYPICAL ALL in TYP Ex ,FFR,OR`-- �) I - -- I I I i 53 i I I EXTERIOR LLJ I u.►:o I 1 I I I I I WALLS, UN.O. U_ A I 1 `.../ \J ? I ? 1 I { 1 Llr IOt _ GL 5 xl? _ _. ,... ... GL 5 x11 TYP GL 6 xl? - xl? I 5� x12 I O - - 6 GL i ,_ 1 ~ LLJ , ? IL ---J • L; I 53. I! I Sg I 1 !. r 1 F I I �_ LL ' 3 I TYPO- � 0 0 ;I �-- : I Q '1 � , r '� , , .t 1 ? ? �53.1 � 1 �1 - .-_`� ' I GL 31 xl? I I GL 3%x12 1 4 � " -- "r _ y 1 j ; :...-�.w.l.,. GL 3 xl7 I I r -- I ' I I C3 RI L--------� aA L .� J L - -+ _� O ? ? 53 I I : I I GL 3 xl? 9• I- -� OL x i -I �* OL Ist%X121 J - I i 3' I _ �53 � ! G ' A I Q i � '✓ —1 A KLvI_,IONS 013 J , -77 --.. -- -.7-77 ..-.7-79- ----------------� _ RI _ _ 2, Ilk- h ... .............. _7 -- i ------ -- ---- _-- _-_-- --__-- --- --- -- -- -- -- -- - 83. - - 53. 4 1 e I 53. - i DATE_ _ 5 - Ij • i i-----•�------ ------ ---------------� �----------_--------•---- ----- -----� --- -� I I J08 NO. m? 58P • ' ' ---- DRI DRAWN JHti. 1----------------------- --------------J L_-----_------____-- ---- - ------ --_-_J I I APPROVED .IES, 53• FOUNDATION i 63. , Aii PLAN 4S'-4' �� .1• �-- ---- --- - .� P I FLOOR RI sRl FRAMING PLAN RI RI ifF S FOUND�4TION FIRST FLOOR `r ? �'1iNG 'i_A1� �;; y��l G '•;'=I -rid" --- --- -- - _--- ---• ------ -- - ---- --._ - 51.2 DR,4WINCs NOTES KEY NOTES � << I ,NL'IGATES FOOTING MARK SEE SCHEDULE, SHEET SLI. L'J 4' SLAB ON GRADE. PROVIDE •.3 024' o/c EACI; W,4•T (Ilio' CLEAR TOPS. - INDICATES COLUMN MARK, SEE SCWEDuLE, SHEET X31.1- f� COORDINATE DUCT PENETRATIONS Ir! CR4WL SPACE WITH ,4RCHITECT / L`J MECHANICAL DRAWINGS. PROV'ILJE (2) "4 x 1'-t3' • OPENING WID-fH . I'-6' ABOVE 3 �, INDICATES 1401-DOWN MARK. SEE SCHEDULE, SHEET 61.1 OPEI(ING (TYP'CAL) t ,N y 3%' APA RATED 142 20) T4G SHEATHING. ATTACH SHEATHING W/ Q 4. INDICATE'> SHEAR WALL MARK. SEE SCHEDULE, SWEET 51.1. � 10d 06' EDGES, 10d 012' FIELD. ',CJ F 5 CJ IDICATES EXTERIOR SLAB ON GRADE CONTROL JOINTS. 114 fib' APA RATED (32/16) SHF_ATNIWi. ATTACH SHEATHING Wi COORDIN,e TE WITH ARCFJiTECTURAL DRAWIW,5 FOR TYPE AND 8d 06' EDGES, 8d 012' FIELD. I �". ,••. (•' / LOCATION. - PROVIDE 4x8 HEADER IN BEARING WALLS - TYPICAL, U.N.O. i ��"• b. - INDICATES 2x6 0Uo' oic (UNLES5 NOTED OTHERWISE) STUD WALL. i '11 �•- �6 (3) 2xi0 (PLY.!I'D SHIM TO 51/7') - SEE (5/633) 98111 Ave I /Jl/ 11S1 * 2 '2003-00020 m 21 of 30 I 1ii11irw ilia' LEC�IBILIIY STRIP Cm , 10mmm.I�m I 4 I 12 3 14 18 1 7 Its 19 ?0 21 2 23 24 P"3 26 2-/ 28 29 30 O Zia>11J�� .�Ilu4V,"A&",, l i !.d' 1rcl ' 4 .. s, I? I I 11 12 dr 3. 3 3 3 , 4 SIM Sifr+ 4 423 3 I o 3hxIV? PS ------- -_-- --- -------�---- ----- - ---- .... -- GL 5 xl0 �T10'_ -- - - _ GL 5 x10 z GL xl®� '� '�? GL 5'� x F'SL - f _1} f. — _----� y�--- -----r.---... —__�_—__— __ -----.__--_.--._-- . I I z CA o a I qq�y� c; 63 Tom -�m —.-- I- � W U, ----fit-- - J/ 'I / PFZO S ✓ ,----- - -TYP, UN-0. Qinn -.-- - --- - -- V, z ............. ... ... .- ...... c� LAJ I :L 3 3- Q ) ry j UFFER ROOF FRAMING PLAN 4 51.3 '�'•I ©' i </I7 7.,0 � LIJ L_) YJI / PIS �� t.24- o/c O d i ..... ......�.... x - > U- f 1 _ o 3 < ' 3 L1i x y U) s -�- z .L 0 -(3�'�xIG7 3 '% , -• _ - ..... ..... .... I .�. .�. .�. D &3 < (3? ?x 1p __-.__.__ _.—___.____._--_ __.__ -_ ! �-- c� GL ' I % ml'! - -GL g'exl0�'2 b a«1® r j� Rfvl''IONS ' 1 6-V•� DATE JOB N .n \ - ---- -- O2 5 I DRAWN J - APPROVED F' . 13 UFFE R ROOF' 3 : G 3 F RAM I NG FLAN g�.a @ 1,7 g�,e to t,? GL 5'�rIE' CsL xl GL >:I GL 5'%x10 V7 GL 3llxlm'�j L OUJE F. ROOF 13 '3 ; FRAM It QCs PLAN --..._ - ._.. ...................... I ....... ......... ...... ....... 2 19 - 3 1' - -- --- / 3 �3 ' ZXIm c�4 oIC- �. -- -- r(TYP. UN,0.1� x I fY ..:�. -- ............... ry — — __ _ 1 —___ 3 I77 ___ -- -- --- — I 5 SIM TYP, UN.O. URAWINC, NO 2 LOWER ROOF FRAMING FLAN 51.39Xlh Ave o ou si 's srr2oo3-00020 22 of 30 ...,....++Mtiu.w.,.,:v;.,:w+.ue�MrM�M�li1►�.+.Mat,.�s�twr:�c:�•rsa�'nMa1RlV r.: .....-nkllf�ll4 „ .. ;:.. _.. _ ILII .III IIII tlll 1 I II I Illli i l,,t i;, I IIII III, I li! 1111 Cm I ( + 7 I IIII Ill�tn��iiii�l�ii'llliilllll Ilii iI�I I �) � � I + Illlllli ' "IIVIIIIIItItIIIItlllllll'' "IilNlllll,' LEGIBILITY STRIP � � � I d � 1 o I I I'2 13 i4 � 1� I e s 20 21 2 2 e 2114 25 26 :� �e 29 :3 0 om m I ! I 01 040NI . 10JLL b 4'1 J I I 1 1 , I RAILING-5EE ARCO DiUGS VENEER- SEE 2 x 6 STUD WALL -�� ` � ARCH.DUJI's3. W N R� ti � GOORD�•yA'rE UJ.� a ### P.T 2 x 6 W.5/8". x 10' SEE AI�G41 DUJGS. 04 w 17'o/c HORIZ_ A-BOLT3 - ARGHITEGTLccAL - 3-0 DWGS. Tl!TICAL 4 x 12 P.T.LEDGER W/5/8"#A BOLTS a I � SEE ARCH.DWGS. - - c 04 x [ w 24' (EMEiED(p")AT 32 o/c EACH ROW 3/4"FLY LUD. - // (2)04 CONT STAGGERED -EMBED 03 T1 0GAL 04 w 1T o/c VERT. --?_ (AT 16"o/c MAX. (CENTERED) I 2 x 6 BLOCKOUT _ BELOW) ` - -- 0 xcr «4 y w 24"EACH FACE • • -�� w cn O h W LONGrT. A Iit, �, 6, IEACH WAY h t 3-m• 7-V (2)04 II l/8"TJV PRO 250 -+- � - - -'-"''- --- ---* --i -Y-- --- `n 3-v•h t 5-o 3'-0` (3)0,i 1 BW/SI°'1P3ON"IUTII"-MAX ?' - TT P. - - COMPACTED ACKFILL Tl P HANGER-PROVIDE f rig I n I WEB STIFF. 45 REQ D. W p' MATCH FTG 1 (2)03 I - I- , F;Y TRll3-JOIST u'' N RU4F. 1 �j b• 4• 4• t •4 TlFAN9YERSE w 24" r (2, •4 ;P � w ---i+- 1 ' ._. _.- F % ICda x 1112"P,tAIL 3 8• '�' 8" f Z mi z N 1 LONGITUDINAL � FLOOR JOIST � L OCATION TY PCAL � FOOTING STEP � Ig EQ'G> o = 53.1 r•l'-0- 53.1 r-r—� 53.1 r•I'—m' 53.1 L, L .. 53.1 r'. . —e' N a SEE 3 �OCKDJG PANEL 2 x 4 STUD WALL f V7'PW 4.71SEE PLAN GL.5 I/c3 x k,COI_ 4 Cu.COLUMN / __ 2 ,6 STUD WALL SEF I5 IV AT COLUMN AT(Dj SEE ARCH D'Ljrz5 �A ' HOLDOWN-WHERE OCCURS 3 � • , j PT 4 x 4W/5/8"exIV � _ � TJ) ? • 0 P T W/5!8`a zz r z� .I _ .r 4- A. BOLTS A BCL.T i EBF V(r"% w Iba AT ib"STAGGERED I -�.� 3EE ARCH.DlUG3LL TJ/r3L_K"G ATTAC4JMEN I (NET 8'o1c) ** 11 TO BEAM Bl TRUS- .JOIST .,T 24'c/c �� / i .. _ _ _ _ - 314" LG. I S.O -`.x - SEE 7I I 2 x rVW(.3L BEAM- 3EE ARCH DwG3 FDN "LAN ( P T.W/5/8'0 IG" , 0114 - r J N UB'T,� - - . -_1 1/? C I _�.__�__� A. T w 4 l__ ( --� It-1/8"TJV P/:J 25p i, BOL 8'c/c U P.T 4 x(o Al GL.31/8 BEAM WSR'I / PSnN'UT1-MAX P T.6 x 6 AT SL 51/8"BEAM 04 CONT HANGER -PRO/IDE , 1 _. SEE 4 O Q LUEB STIFF A5 REc''D i (2)«4 CONT ] BlTRU5-JOIST ( �r 0 3PT'YON 'r-55a' WEB STIFF A3 OA w 16'4" IZ. J 04WOF414AT W0/6MAX. w LL -� COL BASE REQ Bl TPUS -.JOIF,T � " 9EE 33 X-,,l/4 04 X Lw 24- (CENTERED) I bEE tDN.PLAN 3R-1PS0 'ITT IIJ98" � 5` 4" 4' y' i - & --- - ,- - 04 x AT 24•de I - __ � ._._ �, T I 1 4 � U (2)04 - _ e ! ,/ � SEE 83 FOR ALTERt�.'�TE l2)«4 1 � r'-- 2R-. <; r Z -• -- - 1-___-� Ir DETAIL t _ I.Mill _ - —.— t FOOT/POOTbIG � A 8 UJ Q a � 53J r•r-�' 53.1 5?..l r•r-o' �3.I 1"•I'.� 53.1 1"•r- �" 53. � 1•'''-m• � � c� SGL 51/A x h CUL. NOTE_INSTALL PO WD 2 „ 5 P7.W/5/8'1' ^ - S WALL ' F L t'�C7R PROR T U A P3C7L.T l EMBED r,.' 3'N 3' Q WALL - 4B GRE a- VISI( )NS r x 6 W.5!8'0 x Im• -�3 BAGKF4.t_I►•+Cx W 2•ALL / AT , o/c 0 � A15 A.dULTS �T 1 3 IbRICK VENEER - - S COL I��- / 9„ I -SEE ARCH.DUGS 2 WC, 3EE ARCH D + 9rt !F'SCN'PHDS 3D8 3 6. I I / '\ 2 x b w 16'cic r LU,'3STB 20 Sf-rSON"B 66•' C fc0" a x .1o/c I/7 PLY-WD.EACH SIDE V?PLY WD EACH SIDE r� 3 ~ _ I SEE ARCH. 8. SEE ARCH.[65. / • __ _-._.-__ ___ ay«► 11/7 - I DWG o_ 7 3. I 'E V4x6x0-9" 4, �. I --- _- -- _ (:)04 4_�.IZ.TOP W'1(2)-5/8'01 raRU BOLTS 5 04 HORIZ TOP law y�� AND 1h•'o/c BELOLU PLAN (G')1.lN i ER>',INK) 04 C(,NT I' - CC T11PACTED I AND 16"o/c BELOW ct Ft_OOR ��`-. — _ DATE BACKFILL - -- I1Vb"T.� i� '-- _ I'L.00R,)OIOT I -i JOB NO. m2- 04 w 16 NCtIZ i III 04 x Lir 24"o/c EACH FACE r 1 1 «4 x Li 24'o/c EACH FACE DRAWN !- 04 , w 24" (CENTERED ,U I C�ACTEV ---- _ APPROVED .� 4" - 4' , ----- I FILL r if `\ t L 5 «4.24• ? C% GL.51/8 x 12 ON i r ?!111111111= !I lilll ;; � DEI10 AI • 1;1)04 4x9%1P.T. POST AA PSON'E-F'G(04• aF1" S3 i - _.__.- ; L TCP CONC.WALL -...- '------ _. ._ ,I�—+— ! ,,,,. Ilk 1 (4)«4 LONGIT. - Ig• r g + `� 41- .- D 51a'a k BOL.t " _._-. i ►n 4) >�;x l 6 n DEFORMED MAR ACHORg r TTP.- (4•o/c) Q WALL. 3 14 1 53.1 r- (7.r 53.1 r•r-ra" 53.1 r.r_ 031 1'•1'-0'• 53_I i ?,EE ARCH P1,165 BRICK VENEER-TV I ry � (2-•4 TOP DW,NAME T�'`CG'►4CRE?TE PERubc IvEctIrs. 0- Ile � '�`.\ G,•. ___ yy -r •..w' — *4 . L 0 24•r-1c CENTEIRED r 04 HOR.M•Ill"MAX ,I DRAW,NG NO (2)04 lit vntn !we 1 /.,v of('2003-00020 53) r•t-0 21 of 30 { ;;�lil�!'@a+al,yx,7,tlA,l'",rl,taatrA;cill� m `'! i�ltlI lltilllii Illi l li tlfl I IIII !Ill lill l 11{IIIIIlil IIlil"il'�f II11 IIII Illi*lItlllltltilllfljt lij�+i'l tl!i I3 li MIT I nt1llli1illl{ll1EU191L1TY STRIP 1` 10 Z a 11 '' I Illll1 lul I cult I lull IIIIIIIIIt t 18 10C "ZI 22 23 ?4 2'.5 26 2'7 26 29 3C •.$ NONIoy10-- - ,>�Il�l ;��,>��,�Il��i, 1.1�"�,1�.��.�.��l�.l�► c�l,�. 1.�.1T ��!��'�J�,�,�.1►J,�,►a.l,��l,�;!•�I�I�.'',l�c�l�l�,�1.�.►a.�.l ' ' ' iQ°� ' I• All ,i. i • MIN --- II elmCONT 13/4 LVL 12 - ------ u�i EDGE NAIL EDGE NAIL N 2 x&BLOCKING BETWEEN2 x 6 BLOCKING BETWEEN co EDGE NAL - JOIST LLY(2)164::l EACH Er1D -- J�: 15T W/(2)l6d EACH END EDGE NAIL ROOF 511EATE.JN s 2 .6 BLOCKING BETtI�EN 2 x 10 ROOF JOIST JOIST W/(2)16a EAGN END (2)Z x 10 W/l 2 16d 2 x 10 BLKG AT 24`o/c , I 5 SON "A 13/4 LVL �""' EACHSrUC� ;2)2x10W/(2) Ibd / (2)2xI0W/(2) ,6d04 R� ' / EACH MD EACH STUD EA.51DE a, > -. -f- ' Z TJI bite PSL BEAM w �- o I , 1Q_ F30N "A35"EA.SIDE 2 3M y / 1 BRICK VENEE - SIMPSON "A35" - Q g "IQ"ROOF ®RICK /ENEI=R - 2)Ipd EACH SEE ARCH.DWGB. - BRICK ✓ENE'cR- \ GL BM BELOW TYPICAL EDGE_NAIL(Tl-P) ¢ XjIaT SEE ARCH.DWG5. SIDE SEE ARCH.D1165. __----__---- -- O * a --- 2 x b•Ib"a/c _ 2 x b•Ib"o/c WALL SHEATHING 2 r L'AL L S T uU u N � LLI _ - - -2x(v016"o/c!"U/ VI)VT PLYWD.EACH 51DE I Z Z 2 3 r4**N PSL BEAM LE 32 F-- 83.2 1~•r-�" 83.2 ..�., ��.� 53.2 r•I'-m' �- w c:3 ~ S .2 r I m 3.2 i"•r- -- I- 3 _ 04 Z 4 GL BEAM TWO NAIL PLT WD cc M v TWO ROWS 51MP50N"5D5 a 13/4" SCREWS•24 o/c STAGGERED (NET 12"o/c) '''STUD WALL ROOF SH fG 51r1P50N"NUG!x.125/12 ' PLY WD. � � 4 GL 51/8 x 6 COLUMN W/(22)10d AT GL.COLUMN Z x b 1 161'o✓c -s � ROOF RAFTER (8)10d AT GL.BEAM TT PIGAL 2 x I0 BLKG. : -a- '•/ EDGE NAIL GL.5 lib x 10 I/2 GL 51/8 x 10 I/2 EDGE NAIL EDGE NAIL 3" �. BLOCKING �... __ IISDr*3E NAIL – LL \ ___ ' / I ROOF (&GL 51/8 x 6 COLUMN ui cL 2 x 4 STUD WALL U 1 SIMPSON "H2.5" j ; I ; 5li" PI-47)'P50N"P 5- 3D3 3" ---- - _ Zxlp i W/33TB 24 ANCHOR I L_ - a ` - EDGE NAIL -, GL..F I/B x I0 V2 -ALIGN INSIDE FADE SEE ABovE _ \— - � z.zz- - 0 0 OF GL.BEAM 4 COLUMN / l - t x WALL STUD SIMPSON"A35' loc1.8" EAGt-,BLOCK LL1.1LL 51,4T6 GL 51/8 x 101/2 EG(_',E'NAIL 51MPSCN"U 710' /H O 0WHERE OCCURS) a. � 15 2 x" n :fir'' /c 33^ GL.51/8 x 6 COLUMN Cc 12 F--- cc FL-1 LLID, 33 co /01 O I' 0" 1 1/7.1'-0° a I I/.� •I'-0., .)3. r r 3. 5: . S3. I„,1.-o" C-2 �''' i HANGER BT' LTJ , O - ---GL 51/8 x 10 I/2(LIHERE OCCURS) " TRUS JOTS' °J 1/2 T,� R '•Id: ' SIMP5ON"HUC 5.125.12 W/ <" Q C) ROOF SHE C.TLaING W/�� (12)10d AT GL-COLUMN 13/4"- PEDGE NAIL Q.GCOLUMNMN 5L BEAM E 0*BEAM __ 1 (8)10d AT GL.BEAM 6" �+ 0 / � t"" BLOCKING ROOF SHTG I I SHEAR WALL 51M 11 ROOF JOISTI I Ihd•IF EDGE NAIL REVISIONS — -- - - 1 - — - -- - EDGE NAIL �MPSON"HU 5.125/12"W.' 1 6-17-�� L.'_1 - _ I \ I Q (22)loci AT GL,COLUt- 2 (8)10d AT GL.BEAM – -- ---- \ I ' t• �-` Q ROOF RAFTER/F'5L _ i f _ / ON COLI" N SEE FRAMING PLAN I GL.51/8 x I(Z)i/2 `r ' I � ON coLLlrlr� PLAN I , ;_ 5 ��`BLOCKNG GL.5 I/8 r Co GOl_UMiJ DATE 's� JOB NO. `-` GL BEAM _ --- 1 ._•----_.__ _ t \'`-- SRIF'" S0N"U 21,0" G..5 1/8 r �G L'2 _. — GL'BEAr'I o DRAWN C@Q SI"1P50N "CG 51/4- 6' GL.5 I/8 ,001/2 <,L.51/8 x 101/2 '40t GLU -LAM BEAM ` – ld GL.51!8 x 10 I/2 EACH SIDE APPROVED EN 5 V9 \ 1 4 GLU--LA'1 COLUMN GL BEAM S�-+PSON"NUC 5125/12 5 I/13 r 0F'051 \ 2 x 4 STUD WALL \� DETAILS W/(22)loci AT GL.GOLl21N -.• �-GL.5 I/8 x 6 COLUMN i (8)I©d AT GL.BEAM SIMPSON"HLIG5.125!12 W/ 1 GL.COLUMN t (22)I0d AT GL.COLUMN 2 3 (8)10d AT GL.BEAM 1FIN 11/7-I-m° --"- 4,GL 5 I/8 x 6 COLUMN � 4 - x 6 OST - 3 x 4 VERTICAL EP " t FOOTING E;ETLUEEh!LlINDOWS V 2 x 6 0 16"o/c I I SEE 18 ♦ ROOF SHTG 9 VD EDGE NAIL�\- (2)2 x 4 CONT.BTLLIN. i 3 TWO ROWS AT 16d•16"o/% / 3 x 4-(3)16d TOE NAIL°', STAGGERED(NET 8"o/c) I \ - n P.EACH END _. _f_;L,QQLt__ I VARCOV- , �F . f1 2 x 10.24•o/e EDGE NAIL VARIES \\ Ibd•8" IES BLOCK TIGHT EA��H � o EDGE NAIL - 3�'1PSON'BG 60 -541M SIDES LOUDER ROOF - LOWER R _ 2 x 4 CONT.W/16d•17' _ � QQ�_ DWG NAME- 2 STAGGERED ;/ T RIM J01ST SEE – GL.51/8 x 101/2---� -- 16d•12' 51Mf'SOt'J'ST 1215'W/ 2---- x 10 BLKG. 3 � loci•8•_ - - AI / 4• loci x I V2 NAILS EACH '". � _IDE GL. 1/8 x 101/2 5 91/7 TJI.24"o/c 1 ' �-- 2 x 10 ROOF JOIE',T GL 51//8 2 x 4•lb' 2 x 4•I6'o/c / E SOFFIT-SEE ARCH. _MP30r!"GGQGAP I/7 PLYWD.°*-IEATHNG - BRICK- .SEE DtUGS. ' AT l�A SEF_FLAN ? x h I(o"o/c ARCH.DWGS. ' vtttn /1ve 1:)/Jt! ` DRAWING No l (2003-00020 - -SEF ARc1�rTEcnURURAL ' - DRAWINGS FOR WALL FINISH �/j� I 24 of 30 6 x 6 POST 11 101/7 BEAM 3. r.r-�• ❑.,:.:..ru.w'w- .:,... d ...,... ,..po y�..y�Ma ,. - i)kt :..<; a �. i. i ~ `.Q!9�.'�I�tS eYi el i�,°r.1 tl�.+;;,Y :,.Aroi..`.d;ti C i;::.;:,nr�.,. :'.;:-.. Cm I ! "y11�IIIIIIIiI�IIIIIII I�IlI ( II� 11!1111 `Iilill II�IIIIIIIII�11!!''iii�llli+llll�illl{Ilii �IIiIII�IIiI�IIIi�IIIIIIIII��tlflllll`IIIIIIII1;11111 LEtiNNLtTY MIP I 3 4 5 S 7e s o 2 I lOmm.icn, I s 17 is f9 20 21 22 213 2114 1k 1111 2 a z 7 28 29 310 yH)N1 oz .�I it ..rnTwnasr"r+-, ••••.mr,.n•waT•A++" . -",w.wn.....nw.e+er.... ..- i a3^ Go .4 3 V I s 3 - I N ROOF l f- 2.,12 CONT 3/4 PLYWD.x l01/2 x 4'-0" ii if COLUMN GLUE AND NAIL TO GL 51/8 0 2 I III .i ii 4 W/8d•4"PATTERN �• N - 9�114 r. 2 x 12 CONT. WOOD FILL T�ROUGo-0LIT rn TWO ROWS OF 511F'SON"SDS 1/4 x 3' G -- ----_—i SCREWS AT 24'o/c STAGGERED w e---w.---�__.�N&- ir•_-,r.---------_ - __-_--t_-_ 1 . 51/8 .r(r. l _ y , - + --- r- PL'tWD GI.- COLUMN ROOF �++ O cn GL.5 V0 x Im V2 I I I 1 I " GL.5 V8 x 10 V2 BEAM �_ "- --- 2 -12 CONTINUOUS U.I/ 4'�• --1-I-- - ---- ---�r-- --- r 2x4o16o/c 4 II I+I + I+I + + 4 TWO ROWS OF 10d NAILS g I' AT 6"o/c(TOP IE AND AT SITSON'CMST 16•x 1®'-V B II WV 10d x I V7 NAILS 113 \ I PSLOCKING 1 Q � GL.S V/8 x 10 I/2OPP - - - % 50*IPSON'GMSTG 16"W/ —49 I0d x 11/7 NAILS AT'3'o/c ui FACE ii ii i; --SIMPSON"CMST 16' .� / 1 STAGGERED `n 1 tt H Lu GL.5 V8 x b COL. _ �.4"- � z � O U U ii I I Z II II i, 11 if FLOOR 2 x 12 CONT. '� 3/4"PLYWD. 4. WOOD FILL 4 x 4 BLOCKING __ SRIPSON"GMST 16" ~ _ ----- -__.------- ------�- _� - - - UJI �.----- ----- ----------L----J _ _ 2x4olVo/c �� P Cti O 3 2x41Ib'o/c 3.. A� U �N 2 S3, STUD WALL Q @u ELEv,4TCN 2 53.3 �'•►'-m" 53.3 II/x'- r-Pr 53.3 II/2••r-m• 4 STUD WALL / (3)2 x 10 W/PL 1 WD.S"IM S b x b POST `SEE�5 - GL 51/8 x b COLUMN i 5 li 1' - I hMPSON"NUG (010" • .' `-- COORDINATE W/ARr O NOTE:OUTSIDE FACE OF WALL I,y�SpN PND 2_$CIS 3• (3 2 x I(d Il1/PL1ISE SNM I T STUD ALIGNS W/OUTSIDE PAGE =-- DWGS• LL I�'OpF TO 5 U7 W�TN-DF.AM /� .L. ..� F3,F :.�.G�:CR3 ' ON DDL.STUD MNFIVN I -(3)2 x 10 W/F'LYUJD 3141-1 GL.5.1/8 r 6 COL. OF GL.51/8 x 101/2 BEAM BElN CD AT EACH END TYP.-NAIL -SEE 5 2 x 6 e 16"o/c 'SEE 1A W LAMINATE W/Ibd•17 I 3 U T _ 3. • 8 AGGERED T _ �GL.5 VB x fo COL.� � `U i 4 STUD WALL 1,FDN BELG,.0 �.. S b x b POST NOLDOIUN -GL.5 V8 x 6 COLUMN 31!"+F'SUN°U 2!G>"IU4+ERE LOWER ROOF` ROUF JOISTS BEAT-+ON IUMUW-SEE aRGN �f=�.UER C�tl�s8 � ' ' SNR'SON CMST Ib � _ x3-VUY10d3' A 2xbOlb'o/c 2x6�16'o/c �_ u- (2) 1 E TOE NAILS CCdTRJUOU3?'OI'PLAT ES 3. STUD WALL STUD WALL O TYP.E�1Gt-1 END TOP GL.COLUMN W/TWO C�:JS 8 BELOW WINDOW OPENING) r 2 PLATES=Cp C''ENINGS I OF'SD91/4 x 3"SCREWS SEE L ESS THAN(o-0" (3'PLATES I 1 x IP>W/l 3)Ibd AT AT 24"c+/c STAGGERED "PND 5-SDS 3" 3. C.,) F Cir OF'tr,lr;r'1%'2 EATER I EACH IUALL STUD W/SSTB 24 ANC$4ORS (NET 12"o/c) �'-^- cr • T".4'4 �.4'4 E.- SiMPSUN'PND 5-SDS 3' (J! M C,14 EN A OT OM �- W/SSTB 24 ANCHORS EACH END BOTTOM ---- �•. . _- - 81MPSON'EPC bb" (p x b POST G UJ (o - 9 n I ''3.3 ''- 1 - �" 3.3 I"•r-m' 53.3 I",r-m' 53.3 r•r••Qr 53. I"•r-s�" '� Q � SEE ARGN'L DUGS. SEE ARGN'L. E WEB STIFFENER F TJI RAFTER -- EC*E NAL CONT.13/4'LVL - -, EDC.;E NAIL II _ SfT80N "A 35 EDGE NAIL /TJI RAFTER ROOF 5"EATNING `i SEE 3 REVISIONS �� / l_OG IMG � _.. t 6-17-03 TjRAFTER UMST�r1oR / B K �\ ---------- - �� ROOF SHEATHING -T - 2 ROOF 51-,EAT"P IG , L 3 S1"'IPSON"A 35 PSL!BEAM lmd d 9' DATE X92'3 10d r9• TJ RAFTER WEB STIFFENER SIMPSON'H25' -ED�sE NAIL JOB NO. m2- _ locito 8" 5R"F'S0N"UT 2'5. DRAWN EDGE PWL EDGE NAIL 2 x WALL STUD ---- WEA STIFFENER PSL BEAM• � APPROVED "•QJ SIM GI_ BEAM ; Of SIM.GL.BEA'-1 - WALL SHEAT4W4 --- 9f"IP9QN•N?.S• .� � � ©ET,aIL S 2 • WALL STUC) 2 WALL STUD `� AI-L ��EATNING UJALL SNEATNRJCs 2 3 3.3 1..-,'-m" 53.3 r•r-�' r I U1Al(�1VPM1 f ' I J 1 1 II Ie DRAWING NO. SH 2003-1)1111211 2 i of 311 -.. _. .•p!u4.r:.::..:•. ,. .:, mw!:Apse..,,,;, ,.,-.- .:. _, - ., ,r... _.........,.__..__..,_. ,_,... ..._..—,. ,. _ ... .... -_..___--__..._ -. e � , .s'+�- 'r l �kF+tM.,.. :. - ^'^3: v^t'+'!1J'C.^^ -.,-' ..-.71,) .atS9N7A4'2,^.��^.. .Gy�py,•PfA�"re:Y'4F9#I,Y- •VXhY.N.<.iNMeiv.MAcTAdN•.wuOWit'Wnvs++N1VwYamw...a..vwtt:w.crp'A, "^-,.-, ..*www.r._.r..-...«+.+...r.,....-_.r.....,......, .—»....,.....,w,,.. iI�l?�r..,<'K•:.:v: - r asr-:.... -.i .: 'LdIS 14 ... .:.'' - n.V�.�.•r�'�,.�G�c+T. a.L LA.:.MiJ.e9 i%iwe...a'A',o<: Cma I Ilfl it I IIII;' I`IIII 1111 1„un'�NII( 1 I111�1111 I Il�illl 1111111 III�1111 {ill�llllI111111111 IIIl+IIII ilillllillllllll UIIII11 IIII�Illllllllj LEGIBILITY STRIP 0 2 5 S I I 10 , 12 ,3 1�4M�Ilg i�� ile 119 210 >�I !R>r 213 24 2�5 218 27 P r) � 0m.:cm f _ of F .. Lp I I H o n i 124-112!OlL y; 1; i Y- .. _ . .... . -.. 4. ........ .,«:.; r.w. v. , w: .:., ,.«.,•:,.v v.„w. NIt•q Y!Y Pr'WP9"ref aMF1Y .,}a�'p`..a .nr. wWn•M XM4Y:h..w. .1.•.{...yy1,V'.lew:wbHf Vim:.llr-r.✓Y.ypi wd a w.. t e .. . Wr+' .t u..1MeFM^v".kr.1•' '. . ,.., fw+ .i,n.. 4`w:r'-14Y+IYww. ,fPM.:T,.. .. ..,,.._ ..,:i•...,.„...,o-:.........,:.w..,.,:.ewrM-..,:xp :,... • YY 1F. .,k.. F•Y. a i ri a. I. 1 I I 00 V I wa1 GENERAL NOTES A ALL POWER AND TELEPHNE CP COMPANY SERVICE REQUI EMENTS E COMPLETED PER UTILITY 1 T � 3'-0' MIN. o 3 2 � CN NOTES THis sit El' W - NEW METER PROVIDE (1) 4" SCHED. 40 PVC UNDERGROUND PRIMARY (� CONDUIT WITH NYLON PULL CORD FROM PGE POWER PULE #C21-11/5014 TO PAD MOUNT TRANSFORMER. 90' Q o ELBOWS TO BE STEEL OR FIBERGLASS. NO MORE THAN S 270' TOTAL ELBOWS. VERIFY SIZE AND QUANTITY �/ ►- NN__AJ!t,!INI ;TRF,ill�ty iJiLUINI: I REQUIREMENTS WITH PGE. 1 n I a 2 PROVIDE ALL ROUTING, TRENCHING, VAULTS, ETC. PER o J CJ UTILITY COMPANY REQUIREMENTS. SEE DETAIL 2/E10. W I. J ! I I O3 PROVIDE (1) 4" SCHED. 40 PVC UNDERGROUND Z 0 PANEL '2A' 1 SECONDARY CONDUIT WITH NYLON PULL CORD FROM PAD J It E30 MOUNT TRANSFORMER TO PANEL 'A'. VERIFY SIZE AND 8 I QUANTITY REQUIREMENTS WITH PGE. Ln 04 41 14, 1 ( 4U PROVIDE (1) 4" SCHED. 40 PVC UNDERGROUND CONDUIT � U H WITH NYLON PULL CORD FOR TELEPHONE. VERIFY SIZE E' TELEPHONE TERMINAL BOARD AND QUANTITY REQUIREMENTS WITH VERIZON. I Q = g � g O PROVIDE TRANSFORMER PAD PER PGE REQUIREMENT'S. Q (U N SC' EXISTING CHURCH I O PROVIDE 12"X12"X6" FLUSH-IN-GROUND CAST BOX WITH 2A-37,.;9. / � WATERPROOF COVER FOR FUTURE SIGN POWER. PROVIDE L..L T I 3/4" CONDUIT, WITH NYLON PULL CORD, MIN, 24" BELOW C) I �✓ I GRADE TO PANEL '2A'. TAG PANEL END OF CONDUIT TO 11 IDENTIFY FOR FUTURE. � I 7 0 CAREFULLY PROTECT EXISTING SITE LITE AND ALL 11� CIRCUITING DURING NEW CONSTRUCTION. t (D RELOCATE EX'STING SITE LITE, EXTEND CIRCUITING AS LL I REQUIRED. I l� � C c� o ! I I I I I FINISHED GRADE (GRAVEL, PAVEMENT OR SOD AS REQUIRED) - rLL- I I I O tet Uj YELLOW ---_ °Dp Lr V ! WARNING TAPE Z �-- , �) ... .:ie.,_.e:n. ._.,.. �.Jar.�•aiVlrrsue• -..._.._- .. .•r�ncsr..=....:c.Cc -�:1- ts.�r'-1,".s=•. ..s=' _ _..�_..,.... I J ��. �..� i O W BACKFILL 95'X Z � �. _ ? COMPACTED G Z rJ �2 4 O c 00 w PROVIDE 4" OF C o 3 O ROCK FREE SOIL \ ►- �i ABOVE AND BELOW 12 `'r c N SERVICE MIN. Q p p Q - L - ;�! � 0I�1 � r _..._-_--- REVISIONS 6" 1 6-17-03 ` P POWER 2 T TELEPHONE 5 T�, 4 - / TRENCHING SECT ____._..__-_. _ --- C _ICAl F N. N f TE 3-7-03 - :r____�� OB NO. 544.021.001 DRAWN MMW PGE POLE #C21 -11 4 5014 -_- APPROVED GI.R 't SWEEP CONDUITS UP SERVICE RESPONSIBIUTY SITE PLAN AT BASE ITEM DIV, 16 UTILITY �^W. AIlHA1E PRIMARY CONDUIT X ELECTRICAL PRIMARY CONDUCTORS X ~ TRANSFORMERS I X - --- UTLITY CONTACTS TRANSFORMER PAD X ---�--� - �\ f� -- -- BOLLARDS �RiNEL PGE TRANSFORMER CONNECTIONS X KEN GUTIERREZ SECONDARY CONDUIT X 9480 SW BOECKMAN RD. I; _ WILLSONVILLE, OR 97070 �;AL F.: AS SHONN SECONDARY CONDUCTORS X 503-570-4420 C/T ENCLOSURE C/T TELEPHONE — — _ VERIZON METER BASE X KEN PO BOX I PERDUE / OREGON jt METER X BEAVERTON, OR 97076-1100 T PH: 503-46:. 9626 41 GAY 1'4 11a�°�� SITE PLAN ELECTRICAL TRENCHING X I E10 SCALE. 1 -70 __(r -- EXPIRES 12/31/ 4 Retorence 0 DRAWING NO. Not part of this permit 9400 SW %orerton-HiMxkre "h". Suite 250 Beowrton. Oregon 97001, Phone: (503) 292-6000 E-mail roan n .co.,. 10 ENGIN E E•R IN(i. 1NC. FAX 031 292-1422 '�I1HYI�r h�7 hH�A(e9 4a4111GM• Frojecl No 544021 001 Contoct. Ww 'olvvv N Svc I ow I S H 2003-00(12(1 26 tlf aO A..:i...:a r....,.+ f 5 IIINli I!!r 6111 Illit1 III! ii11 111! Mill , . Ilr!1 I 1 I I lltl t 11 1 1 I It 1 r �t n I ,_I i�a k7ttcktSsr b ,'v1 w d.i LEGIBILITY STRIPfl"i. 4 1 C I I I I t I t Itl. Itlr t rt I tttln r 11 (tt,ltn r 1 I !I lr,,l n.fn ! nr..n, t.i n ii IIIILi ill�In II�Uu, 5 _ : J a 2 c. � rev ! 14 q i r 2. 4 2^ 7 28 2 9 , I - r � 7 - r • L t 1 - r F i. t 1 . y 7 c r 7 00 Y Z ZZ ZZ 7 I n� -----'— 77'T�-•->•'-� N N Q _..._-.------- - U !` L 0 Q) 'SM' 'SA/� '_ o A - --- --- __ ----- I O SA z - _ — 2A-41 . � fr � 'A' i I t A a o ri f1 , I N 7 tt I w 2 _ _ Z - - - _ A. I OCCr sCr Oct A. ❑ (� P_ AS TG( [�' 'D' 082' I I .Do 120 I 'B2' a u 0 "-- Fes- iS z iu N v Q'D' ° b .rL. I \J °rb a,b o,b -- ° 1 I I IIF- ! !_L I. jI [32' 082. t. F L_ C M CJI L E T T d c ba ° ° Ell F �' G ,p h L1 • a b 7. D' 7 5 _ 7. ° b 1 ti I I 2 'B1' B. / ' 'o1' __ B' *NV .__ ' / X' gt' E�' ` 2A-5,7. 'xo NL0 HA d ` 3 � _(D �L MEr.H sroRAGE. -_ 2 E1 Ei NL NI, to - 114 3 - 2 -- 2A-Z, i I 'Go I v 2A-41 .—..._._ _.-..--------- .. - ' Q —� F(,__TF 2A 41 . �_ _ = O LLI _� -- I l _ '2A* 2 C `_ I PANEL A' �0 i A A A' Lo E1 F1 81 E Q _ X NL(DIO NIL \ 1 < cn WAITING; 3 < O ci I L� r7, �F _ ASS`. -- ASTOR "-- OF ; .__. U 115 113 11 `? 111 - -- , REVISIONS "'• .__ __ - -_______�" ,--_ — -----_ r - 1 07/15/03 PLANTING AREA z ' �---- ------- - -- -- -' -- _ ------ 4 2A-41. 5 i SLOPE SLOPE DATE 3-7-03 I � I JOB NO 544.021 001 LISO$lootlow •Sey let -- -- --.. _r DRAWN MMW APF`'OVED Gl.R FLOOR PLAN FLOOR PLAN - LIGHTING LIGHTING GENERAL NOTES _ E'IQ SCAT.E: 1� a 1 -0 A. VERIFY MOUNTING HEIGHTS F-OR ALL PENDANT MOUNTED LUMINARIES ••a I WITH ARCHITECT. SCALE- AS SHOWN } NOTES THIS SHEET ._._ _ �o �R N,lr�s� C1� ROUTE THROUGH EXTERIOR LIGHTING CONTROL. SEE DETAIL 2-/E.30. ♦'��iI� O PROVIDE UNSWITCHED LEG OF CIRCUIT TO ALL EMERGENCY BATTERY ( PACKS AND EXIT LUMINAIRES. >tadogJ-7 PROVIDE UNSINITCHED LEG OF CIRCUIT TO LUMINARIES, SO THAT Gcr 14 , `'/ LUMINAIRE IS ON CONTINUOUS AS A NIGHT LIGHT. ��'� I�w I n�_y S E. 0 PROVIDE 60OW LEVITON INCANDESCENT DIMMER jMS 106-1 LW OR Not part of this permit ExvIRES 12/31/-,4__j EQUAL. COLOR PER ARCHITEC1_ DRAWING NO. O MOUNT AT +7'-0" ABOVE GRADE. TYPICAL OF 4. REPLACE EXISTING FIXTURE WITH NEW TYPE INDICATED. CONNECT 9400 SW Spowr1an-HAgeWle TO EXITING CIP.CUITING. lighwor, Suite 250 FloerwMn, «oW 97(105 9 phare (501) 292-600(1 ENGINEE-PANO, INC. «r (Y]1) 292-1422 20 T.^y"M'n9►x*9n«I Se1,+lon.. [-moa �gMrengc,xn Prp)ecl No S4402* 001 •,+Mn.t Si r: 020 27 of'.10 ' .•YUN••l .n..e.....,...•...:.•v.+ wr,aar.w.+.•.w.v+.www ..n..w•w.h,u. ,.,,w.,, ...r,w.,.wr..rwr....•.r,...r... .w.wnw +,..•,m...+..«.- ., ..,.» _,.-r..n.. a IN? IIII !IH 1111 + 1,L«. I,anwr r a •.. i wlri�"x``p ii" iiin;lr'71 I }raewtlir._ VIII � -.,axrl,MtW1l•rMviwm CM ;.._� I � •..1 IIIYIrtt1 II!t t tl ,}I.fllltlfltl��1,•�I It flllllll ltl t f i t I 1 }} 1 � . , LEGIBILITY STRIP i It, I I�t.li�Iitllull�Il}1117117i, , IOmO. rm I ? 5 8 �? J 2 13 l3 9 19 20 21 22 23 24 25 26 27 29 29 30 ZI I 1 OI I' N3N1 Q 70$ .,�Ir•l l I i� 1 �I x,11 1. a1 :twL + wL1111 `11`111111 6111111r l �oaTwo . , I . 0 10010 " s A'.r r' ,M fNr r11 u: � Irx , 1 L :r 7 1w 66 10 fi fr !Ir F f- rN,. Vii;; 1 1 V I UL) Ifl uj cy) ti 7" N rA 1 Q \ Irl 4 _- d OFFICE -L-- c--- , t U) (� TT ' i 4 W a ' ( Jcr Ln J w ;1 -PAs roR4._ _ s _ 4 a I r 3/4-C. COMMON AREA QV) r 11 p 4 �� 2A--24. •Z, U r • i il , 1 I I w 2. 1 l�l7 1"C' O 'A(-)F'1� U N p i COW. 1A-34 ``J GFI (itl N 00 M ----_ �3/4*C• 1� . . Q U c �- --�- 118 ® C. 17. 20. 26. 28. 30. 16. d. 11 _ � 2A-9. �_ � 2A--26,28,30. 3/4"C. ` 1"C. _ 18. S J (6 J L.1J ��-- 2A 36. 20 GFI 6 18. ® 1 1 -7 ® 2A--38. 2A-- 1 1 t . 2A-16,17,18. `> 2A-34. 2A-S•10. U E RE D '` 14. �_r_ LL- WALK i 10 -- - - - _._- - --------__- 4. - 00 M H. I / 1 EXTERIOR LIGHTING � Q: � ti.l ' -_ � t 4 �4' E30 CONTROLS ' L) _ -11 6 114 ;=won 2A-32. z GFI A:�SOC. PASTOR _ �'� ' == (/ ' _. _. 10. I 0 z S = n 1. WP 115 ! � 20. - ca _ - i - OFFICE OF_f � 1 PANEL i2A' 1 V rn 2 II " � IK E30 d OFFICE 112 111 101 3 14. 14. WAITING �ELEPHON TERMINaL BO RU 113 I _ - - Q o \ I _� - a. t 2 '100 14, _ I y _ L_ l_ 10. KVISIONS 6-17-03 -._._ 1 71 PLANTING AREA 3 _ SLOPE - ---- -- - SLOPE --- ---- I OATL 3--7-03 i JOB NO 544 021.001 DRAWN MMW APPROVED GLR TS THIS SHEET k FLOOR PLAN O MOUNT RECEPTACLE AND TELEPHONE OUTLET ABOVECOUNTER AT +42" TO - +, -- v-_ OF FLOOR PLAN - POWER A.�'�D SIGNAL FA EPLATE. PE ER AFF TO ARCHIITE BOTTOM U AL EDLP ATIONS. POWER/SIGNAL 02 PROVIDE RECEPTACLE FOR REFRIGERATOR. Q) PROVIDE a'x8' TREATED 3/4" PLYWOOD BACKBOARD, PAINTED GREY FOR TELEPHONE TERMINAL_ BOARD. 0 PROVIDE FLOOR BOX WITH DEVICES AS SHOWN, SEE SPECIFICATIONS. TYPICAL OF 8. SCALE. AS SHOWN 05 PROVIDE CONDUIT, SIZE AS INDICATED, WITH NYLON _. NULL CORD. TO ACCESSIBLE CEILING SPACE. M P PROVIDE CONNECTION TO GAS WATER HEATER ti VERIFY REQUIREMENTS WITH DIVISION 15- < 97 r y Cj PROVIDE CONNECTION TO GAS FURNACE.;. VERIFY ofitl[ N REQUIREMENTS WITH DIVISION 15r . e (y14�,� PROVIDE RECEPTACLE IN CABINET FOR MICROWAVE. deference 0My M' VERIFY LOCATION WITH INTERIOR ELEVATIONS. - � Not part of this permit EXPIRES 12/31 4 � -- j DRAWING NO. GENERAL NOTES 17 S PROVIDE- CONNECTIONS TO ALL MECHANICAL A' 9400 sw Beoverfon-kNadok tJr'' Rgh". 5 '• 250 EQUIPMENT. COORDINATE ALL ELECTRICAL em•.ea,, aw«, 97005 REQUIREMENTS WITH DIVISION 15. PROVIDE P+"'"' (sos) 292 °°°° fAX (W) 292-1422 RECEPTACLE WITHIN 25' OF ANY MECHANICAL UNIT C?N(�lNi?C:RCN(1, IN('.E-m�. rMmq*fv ,0m PFR NEC. 21 rmo-ov►+,.y0 !c!oww"' P.of•!1 No S41.O1Lp01 -n•.ir! O11f.0 p17�R1�� f'► e 13 Olt S 112003-00020 28 of 30 ,..e,,.., ., :......., - ',.;,.,, .:u.,,y;. are,N"✓+r,•We' w,.-...+,. •.+._.-...M...,. ,......�,,•...., ry �..,.nn,w..,_.....-_.--..._--_.- ,,,•,gMIM.,,-, . .., ...._ -.}::,,F1a ::',.. aSYiYl:i„vd• _V.u#J•r,::,NL !. .. ... .. ,,.. , F Wig.. _ ''=y,, ...a.•M ,II{Itll!Illt'f}±Ii11�11t E(!If!I tlil II!!II!}!Ilfl +!I(ililillllll t!I !tt I III !1!it'.i it 'I 1 is n: 1, b 1 �9NHN/!/iHFi'rr;.ai Amwj �fn It n;. lllilllll 4;44111! „I I„!,I!"1 i:! it Ilii Illi 111 fill IIII IIII {1144', ill► IIN'I' I IIII IIH }111 IIL IIII 1111 Iili':111 .II! IIII IIII IIII I •I III IIII I2c I I LE C;181LITYStRh o 2 a s e s Io I1) ,2 I'3 I'a 16 17 is Is 21 22 43 !t4 !� 27 20 29 30 O mm"!cm OI * HONI 4410M 99'' :. »Mw��4NW / I ' �A�+Ml 1•W�Y k �� t .1l� Al6(, I + , mpg ON q I e t k - ' • F kt p�.✓ql d I I dr I LUMINAIRE SCHEDULE SYMBOL SCHEDULE _ 0 c/�. (y) Lij�� SC RULE BASE BID FIXTURE TYPE SHOWN. SURFACE OR PENaANT MOUNTED FLUORESCENT LUMINAIRE N ALT. #1: DEDUCT FOR SUBSTITUTING FIXTURE TYPE SHOWN. - — C" WALL MOUNTED LUMINAIRE � n TYPE DESCRIPTION TYPE 'A' 1'x4' SUFFACE MOUNTED FLUORESCENT LUMINAIRE. DIE-FORMED 0 STEEL HOUSING, BAKED WHITE ENAMEL FINISH. ELECTRONIC RECESSED LUMINAIRE 200-4 (4) #3/0 CU THWN, (1) #4 CU GNU., IN 2-- 1/2"C BALLAST.L ) 32TB FLUORESCENT LAMPS. LUMINIARF WITH INTEGRAL EMERGENCY BATTERY PACK INPUT WATTS: 62. CONNECTED TO UNSWITCHED CIRCUIT O o, ,M METER BASE METALUX #UT--232A-12OV- U-U (4FT.), #8TUT- 120V-EB81 U Z 20G--0 (1) 4" DIAMETER EMPTY CONDUIT WITH PULL CORD PER POWER CO. _ (81-T., 4-LAMP) RECESSED WALL LUMINAIRE REQUIREMENTS ALT. 1- COLUMBIA WC4--232- ---- ---- --•- 200A MCB r� � E88tL0 (4FT.), M 2 00-4 p i(IWCB- 232--4E88120 (BFT., 4--LAMP) Q PENDANT MOUNTED LUMINAIRE p 0 TYPE 'B' RECESSED FLUORESCENT DOWNLIGHT, 6" DIAMETER. STEEL HOUSING ® EXIT LUMINAIRE LL �F POWER COMPANY WITH WHI''E BAFFLE, ELECTRONIC BALLAST. a TRA/i�F OI2MER PANEL (2) 13 WATT TT FLUURF5CENT LAMPS. $ SINGLE POLE SWITCH a 2A' INPUT WATTS: 34. E SINGLE. POLE SWITCH, SMALL LETTER INDICATES uj .._.J LITHONIA #LF6-2113DTT-120-GEB10--F6B3W CONTROL DESIGNATION OF LUMINAIRES TFtANSFOkMER — GROUND BUS ALT. #1: PRESCOLITE #CFR613EB•-B372A--WHITE BAFFLE J L.J PAD/VAULT PERG DIMMER Z u 4 POWER CO. TYPE 'B1' SAME AS TYPE 'B' EXCEPT WITH INTEGRAL EMERGENCY BATTERY z REQUIREMENTS. ._.- GROUNDING BACK-UP BALLAST, BODINE OR APPROVED SUBSTITUTE. _ 6 TO Tip - e SPECIAL PURPOSE RECEPTACLE 2 M PER NEC LITHONIA �LF6-2/13DTT-120-120 -ELR--F6B3W � \ � SEE SITE PLAN 2011-0 200-0 ALT. #1 : PRESCOLITE #CFR613EB-B372A-WHITE BAFFLE-EM FOR CONTINUATION VERIFY WITH DUPLEX RECEPTACLE W F UTILITY CO. TYPE '82' SAME AS I Y•PE B EXCEPT PROVIDE WITH SLOPED CEILING ADAPTER. 1— n z DOUBLE DUPLEX RECEPTACLE z LITHONIA #LF6-6581 Q U ALT. N1: PREXOUTE #CFR613EB-B372A-WHITE BAFFLE-SLOPE & DUPLEX RECEPTACLE ABOVE COUNTER r I�+QI; (SELECT PITCH) � Q Q 7+ MOTOR CONNECTION DUTY AVAILABLE' FAUI_f TYPE 'C' PENDANT MOON FE,D FLUORESCENT MODULAR LUMINAIRE, LENGTHS AS DUTY WITH POWER • COMPANY SHOWN ON DRAWINGS: ONE-PIECE STEEL HOUSING WITH END DISCONNECT SWITCH PLATES, WHITE -INISH. OPAL DIFFUSER. (2) ELECTRONIC BALLASTS, 1 BALLAST FOR OUTER 2 LAMPS. 1 BALLAST FOR MIDDLE LAMP. O UTILITY METED BASE (3) F32T8 FLUCRESCENT LAMPS. ONE-LINE DIAGRAM a INPUT WATTS: 62 OJ JUNCTION BOX ' � ----- PEERLITE CERRA 10CRM7-3. E� SCALE NONE 2(7)_8Y 120VOLTS, 30, 4W ALT. #1: HUBBELL ALERA #CV-3T8-PERF--CM24-EB8120-MW-8 � TRANSFORMER �) TYPE 'D' WALL MOUN'rED INCANDESCENT DECORATIVE LUMINAIRE. OPAL GLASS COMBINATION TELE/DATA OUTLET WITH 3/4" C TO L1_ DIFFUSER. ACCESSIBLE CEILING SPACE � ---- -- -- - (1) 100 WATT R7 118mm HALOGEN LAMP. ' TFLEr HONE TERMINAL BOARD 4 PANEL. 2A LOCATION: EL.EC. CLOSET BUS. 200 A VOLIAGF. 208Y/120V, 3PH, 4 WIRE LUX IRIS G-AP11 CR APPROVED SUBSTITUTE. O FEEDER._ S(I ONI LINE DIAGRAM MAIN WXR: 200A MCH MLU MOUNTING SURFACE TYPE 'E' 20" DIAMETER PENDANT MOUNTED INCANDESCENT LUMINAIRE. S SMOKE DETECTOR !. (' — BRUSHED NICKEL S"•EM, ETCHED GLASS CONE, HEAVY CURVED FIRE ALARM PULL STATION (` (L CKI (;KT HREAIcER LOFALI LOAD CKf BREAKER CKT CLEAR G NO CIRCUIT DESCRIPTION POLES AMPS T Volt-Ams Pt1A SE Volt-Amps TyE2 POLES,/MAPS CIRCUIT DESCRIPTION N0. LASS SHADE. -- 0 (1) 40 WATT MEDIU N BASE INCANDESCENT LAMP. IF[} FIRE ALARM VISUAL STROBE �- 1 UGI/TING-CORRIDOR, WAITING, BREAK RM 1-20 L 1292 A 900 R 1-20 RECEPTACLES-PASTOR 2 INPUT WATTS: 40, "'T < W 3 LIGHT ihG•-OFFICES 1-20 L 520 Ei 1440 R 1-20 RECEPTACLES-OFFICE 4 PROGRESS P5012-09 OR APPROVED SUBSTITUTE. � - FIRE ALARM HORN/STROBE COMBINATION 5 1IGHTING-OFFICF-, COWFRENCE, PASTOR 1-20 1 716 C 900 R 1-•20 RECEPTACLES--'CONFERENCE 6 u Z I LIGHtING-COMMON AREA, RECEPTION 1-20 L 1298 A 3900 R 1-20 RECEPTACLES-OFFICE a TYPE 'E1' SAME AS TYPE 'E' EXCEPT 12" DIAMETER. PROGRESS P5011 -09 FACE FIRE ALARM CONTROL PANE: ~ �I 9 FRCP (Hl.) t-2U Z 200 B 900 R 1-20 RECEPTACLES-OFFICE 10 OR APPRO'✓ED SUBSTITUTE. v_. � Q 11 EXITRIOR LIGHTING CONTROLS 1-20 z 200 C 900 R 1-20 RECEPTACLES-OFFICE 12 ---0 CONDUIT ELLED UP 13 RECEPTACLE MICROWAVE 1-20 1SOO A 900 R 1-2.0 RECEPTACLES-OFFICE. 14 Z ' 15 SPARE. 1-20 8 1080 R 1-20 RECEPTACLES.-RECEPTION 16 TYi 'F' 48" FLUORESCENT UNDERCABINET LUMINAIRE. BAKED WHITE 17 RECEPTACLE - COPIER 1-20 1504 C 900 R 1-20 RECEPTACLES-RECEPTION 18 POLYESTER FINISH, PRISMATIC DIFFUSER. --� CONDUIT/WIRING CONTINUATION ��, U 00 W 19 SPARE 1-2.0 A 900 R 1-20 RECEPTACLES-WOCK 20 1- 0 cr 21 SPARE 1-20 B 720 R 1-20 RECEPTACLES-WORK 22 (2) F32 'f8 FLUORES�'_NT LAMPS. I�J SURFACE MOUNT EQUIPMENT ENCLOSURE AS NOTED [ ; Q 3 0 INPUT WATTS: 62. �i N 23 SPARE t --20 C 720 R 1-20 RECEPTACLES- BREAK 24 < 25 SPARE 1-20 A 1200 R t-20 REFRIGERATOR-BREAK ROOM 28 ALKCO SIF'-332-ECB OR APPROVED SUBSTITUTE. li BRANCH PANEL_ Q O 0 27 ,PARE 1-20 8 1000 R 1-20 RECEPTACLES-BREAK COUNTER 28 I 29 SPARE t-20 C 1000 R 1-20 RECEP?ACLES-BREAK COUNTER 3D TYPE C' SQUARE SURFACE MOUNTED FLUORESCENT LUMINAIRE. WHITE CONDUIT CONCEALED IN WALL OR CEILING SPACE �.' Q 1 31 SPARE 1-20 A 360 R 1-20 RECEPTACLE-TELEPHONE TERM BRD 32 ACRYLIC DIFFUSER, ELECTRONIC BALLAST � � C7 33 SPARE 1-20 B 540 R 1-20 RECEPTACLE-COMMON ,AREA 34 (1) 32 WATT COMPACT FLUORESCENT LAMP. ' FLEXIBLE CONDUIT 1 , r 35 SPARE 1-20 C 540 R 1-20 RECEPTACLE-COMMON AREA 36 INPUT WATTS: .35. -- ft41► 37 LIGHTING PARKING LOT 2-20 L 260 A 300 z 1-20 FURNACES, WATER HEATER 38 — -- CONDUIT ROUTED BELOW FLOOR / GRADE REVISIONS 39 --- --- L. 260 B 1-20 SPARE 40 LITHONIA #10982 OR APPROVED SUBSTITUTE. '� 41 EXTERIOR LIGHTS 1-•20 L 368 C 1-20 SPARE 42 P UNDERGROUND PRIMARY SERVICE t 07/15/03 TYPE 'X' UNIVERSAL_ MOUNTED LED EXIT SIGN. DIE-BAST ALUMINUM HOUSING ? -- --- - WITH BRUSHED ALUMINUM FACEPLATE, WITH GREEN LETTERS. T UNDERGROUND TELEPHONE SERVICE - CONNECTED LOAD TOTAL LOAD .......NOTES_ PROVIDE DIFFUSING LENS. PROVIDE 90 MIN. NICKEL CADMIUM 3 BATTERY BACKUP, AFF ABOVE FINISHED FLOOR 4 LOAD PER PHASE (VA) Am 12808 A• 12808 1. INPUT WATTS: 6.5. 5 8- 6660 8m 6660 GFI GROUND FAULT INTERRUPTER --- 3 Cft 7744 Cm 7744 2. LITHONIA #LE-S-W- 1 -G-120/2TI-EL-N - ALT, #1: LITHONIA #LQM-S-W-3-G-120/2TI-EL-N NL NIGHT LIGHT DATE 3- 1-03 1 i(W. PFR f HASE (AMPS) Am 106.73 AM 108.73 3 _- 55.50 B_ 5550 TYPE 'SA' EXTERIOR SURFACE MOUNTED FLUORESCENT L_LIMINAIRE. POLISHED WP WEATHERPROOF JOR NO. 544 021 01�' C� 64.53 Cm 64 53 4 ALUMINUM FINISH, FROSTED GLASS LENS. (1) 32 WATT COMPACT FLUORESCENT LAMP. DRAWN MMW TOTAL LOAD (KVA) 27.21 27.21 5 INPUT WATTS: 35. --- ' SPARE CAPACITY 1000% 0.00 DATE t 4-Jul-•03 _ BASEL.ITE WIFR-48-CF32 OR APPROVED SUBSTITUTE. APPROVED GI R TYPE 'SB' HOUSING STAECESSED IN ESS STEELORESCENT YEP FACE GHT PLATEITWITHCAST INTEGRALNUM LOUVERS, ONE—LINE TEMPERED GLASS DIFFUSER, WET LABEL, 12.0V HPF BALLAST. [DIAGRAM (1) 13 WATT PL FLUORESCENT LAMP. INPUT WATTS: 17 SCHEDULES A, BEGA #2.►37P OR APPROVED SUBSTITUTE. ' 120VAC' N 1 i TYPE 'SC' EXTERIOR POLE TOP MOUNTED HID SITE LUMINAIRE, ROUND TEST SW. I DIE-CAST ALUMINUM HOUSING, TEMPERED GLASS LENS. ANODIZED NLUMINUM REFLECTOR WITH TYPE V DISTRIBUTION. FINISH TO MATCH EXISTING LUMINAIRES. UL LISTED WE-r, -20 DEGREE, CWA HIGH POWER FACTOR BALLAST. ' �','• (1) 150 WATT HIGH PRESSURE SODIUM LAMP ► b NOMINAL INPUT WATTS: 173. SCALE: AS SHOWN t' P�; KIM WTC SERIES, TO MATCH EXISTING PARKING LOT LUMINAIRES p P T C POLE: 15' TALL TAPERED ROUND POLE, TO MATCH EXISTING �j�,�p1N� f� I X00 PARKING LOT LUMINAIRES. - -� , PHOTO CELL k I C OIREGON 0 I 0X0 Ref o�ence, oni ` 1 14 19�� I S E. w w 2A-41 . i EXTERIOR BUILDING LIGHTS N O t Dart O f this p e r rn irXo;REs 12/31/04 , OOX I --SPARE L__---RE r SPARE ' TIME ! DRAWING NO _- CLOCK I —SPARE 9400 S* Hea'+ertnn „d,•.r}�M { ' tor. fapon 9700. mw� 120V CONTACTS Ph (5031 7q2 2a XTP L c+ 111 41.A 30 C� - r 1%OV COIL FAX (503) 292-�xrx, Y IYTRC)L ELC CNCTINEERING, MC. NOT TO SCALE4-POLE e,gti...�.�.g��.es�►,��.. a-� M' j,; Prorct Vo SI./021.001 �enl�—=t- S 112�U�IOU1)2U 29 '2 30 °,rsA•,rVq+tWA1NN1Nrretl++ib�AtY#;+xirlrt'1:tllMFM�MIWN>rk�14'' +llwtiYYtlkM' I►!t'MIIM/A4rlr��,o.. -,.._.......,,..,.. w.,-.....,..+..-•.r..r, .-.,,.,,...,........»....-...,»...-r»r+«,.,+.�....,�.rr+ran�rT-*..,a-...-.....,......-...'...•v.-.. ....._.._... _...-._._. . ._ ,..., ..._._. ._ ..._. -.,_... _ _ r ri nen. _. _. _ ... . xrW+!nfWM ,. _..-....,,... -....w"...+.»_-. ..-,..-, w....._...,..._ ..._.... ...-._.,.,,.-w-,-�-..�.---•..-._-.,...-.-.....-. -_-----"--..-..__.r_,.,..-- .-....- ___......_...�,_ --++,.---•-..............-.....,,»...-.__,._....,..-...-.,.,.,...-«.,,«........,....-,......__._•..,,..,..-..»..,.,-.,.,.,.,rw,.+...,...."..,,...,.,..- ""w,.w��.... .,..,..M•n�r„•,. -wri1,wwm. ,tk,r,.astMXAMMY,WN�k -00' llii.,nnn l E�t�ILLLTY STRIP 0 2 3 4 s e 7 s 9 10 2 I d l F I I I I c 8 9 20, 2{ 2� 2.3 ._ 4 03 26 2- 28 - , of "Ohl * on • O, , 1 r t v i• • DUCT FITTING SYMBOLS HVAC SYMBOLS MECHANICAL_ EQUIPMEN f L IST (f'' c, !}( � t-!NL Ut f&OBI•E-L• *-"-""�""'--------� `)A SOUND AT IN. SHEET METAL (SINGLE LINE) FURNACES ui I SA SOUND ATTN. SHELT METAL (DOUBLE LINE) UNIT__W_6- MANUFACTURER AND MODEL NO. CFM E.S.P. STU N BTU OUT AFUE MN OSA �" N • -R=D LE`_, THAN 15' --- 1 - 1 CARRIER 58CTX110-22 1690 0 90" 110,000 85,000 80% 320 CFM o F CARRIER 58CTX110-21 1690 U.y(�" 110000 85000 8 F , , 0� 320 CM �P�E...EL@Q� ��---� ---i BARE OR INSULATED METAI. DUCT (SINGLE LINE) OUTDOOR COWLNSING UMTS ff- N PARE OR INSULATED METAL DUCT (DOUBLE UtJF) UNT NO.�MANLJFACTLKR AND MODEL N0. NOMINAL COOLING CAP. SEER MATCHED�COOLING COI RADIUS �,.�' 0 FLEX DUCT (SINGLE LINE) CU-1 CARRIER 38TKB 048 4 TON`: 46,500 B"UH 10.30 CARRIER Ch 5AXW048 /1 ELBOW CU--2 CARRIER 38TKB 048 4 TONS 46,500 BTUH 10.30 CARRIER (k�',XW04N V J OVER 30' O ROUND DUCT: UP OR DOWN FA o G ti--- •• --i e BUTTERFLY DAMPER UHT NO. MANUFACTURER AND MODEL N0, CFM SP. �p RPM S'MES w � z _ RADIUS RF-'1 CARNES LYDK 10K2 lUU 0.25" - 1430 i ' n/ BDD BACK DRAFT DAMPER LL_ CEF-1 CARNES VCDU010C 100 ' ' i - TURNING ELBOW (RIND) 380 OPPOSED BLADE DAMPER 0.125" -- 640 L.L.i I ANUS OVER +30' OAD 1 OUTSIDE AIR DAMPER No.1 ELECTRIC DUCT HATER ��-------4 ELEVATION ELEVATION - SD SMOKE DETECTOR --- - — ,",,,i x o TU T THERMOSTAT: WALL. MOUNTED UNIT NO. MANUFACTURER AND MODEL NO. CFM KW STAGES LJ W FDH--1 INUEI t_I i Z`.') 1 j Z k FR( SWR `;IDE WALL RETURN � Z �M A@OYE FROM ABOVE SWS SIDE WALL SUPPLY I Y h p_ .-.• QEE.t1.I.S [ ---i RA RETURN AIR: UP OR DOWN OSA OUTSIDE AIR: UP OR DOWN m [_ -4 SA SUPPLY .AIR: UP OR DOWN V 'l1PPL SUPPLY & 1`'MAX 110 ---- AIR VOLUME, CFM uj M 1= z RISS DIFFUSER 8x8 DIFFUSER NECK SIZE = g 4W +-- BLOW DIRECTIONS U -- 30' 1'-,'MA X 110 (30)--- RELIEF AIR CFM THRU UNDERCUT OF DOOR 8 RETURN = AND FLOW DIRECTION L9I S�.AE_IAL' CEF-1 CEILING EXHAUST FAN NO. 1 i`.,'MAX0 0 VV1^, N ?tTl � CU_1 CONDENSING UNIT N0. 1 "13" IF TO DIFFUSER E,DhL-j ELECTRIC D'JCT HEATER NO. 1 I OR GR!I-LE F=1 FURNACE NO. 1 I, W1T ��-W1 RF-1 RELIEF FAN NO. 1 0 + -TURNIN(- W2_.i � TURNING B� AFF ABOVE FINISHED FLUOR W1 VANES W2� VANES SUPPLY & CFM CUBIC FEET PER MINUTE. (AIR VOLUME) W SUPPLY & U W�' RETURN ffj LEN EXH EXHAUST VY2 FR FLOOR REGISTER (ITER TEE 11TUL LBOW BRANCH FRG FLOOR RETURN GRILLE } REC'TAN(I)LAR I 300 CFM �-- O O 4W NO OF 10x10 NECK SIZE C 7 • 91.OWS B ' GENFLFX DET- 10 OP' L 1J NOM- Sl►PPL Y IS SHOWN. `>M--IO ROUND ' DESIGAATION IS SIMILAR FOR (PRGV►UE W/ DAMPER LL. + RETURN OR EXHAUST. ON RUNS TO DIFFUSOR OR GRILLE) =SUPPLY W S�Ell.r1�_DffFS1 FB �.yP J� < uj N ROUND TAP NOTE; SIMILAP FOR EXHAUST OR RETURN U Q t Z (••.a pp n rn uj r C� 3 0 Q Z � � < I.J REVISIONS 116-17-03 2 4 5 DATE MAY 2003 i JOB NO. DRAWN D.D. `X APPROVED S.0 `1 b 66929PI 4-A7 s�a�.,°% ` STRAP HANGER T r W ROUND OR FLAT "UNITED McGILL" -�-"' r- btr DECEb1BF I, r t OVAL DUCT EITHER UNITED McGILL SR(«)TLR REDUCING --- HANGER - LOAD RATED SIDE AS SHOWN SR(•)TXL �LOLOSS TEE STRAP FASTENL PREFERRED LOLOSS 90' CROSS C III I. STRAP SCOTT W. CRUZ �Q' �`� ATTACHMENT �r . FLAT OVAL DUCT r%�•1/�� ,• %�j, _/' J�, rr SIZES AS SHOWN • Engineer -.,x- 0 /r� DOUBLE WA',111=R ,51041 r a,vROLL* /W D K. DON T HANG r' Ii WASHER NIJT ' 4, ,�° /. .i1 1l�if.1�. \ — -CAULK ALL AROUND COUPLING y LOUVER DISTANCE BETWEEN TAKE-- t IIN� vANcw4Fe. ? wln too OFF'S TO BE 8 DUCT DIA. Sao 254-9134 FI-00R JOIST FRAME- -� I-GALV METAL_ FRAME WHERE POSSIBLE N_Ql • I W/ SELF-DRILLNVG MITERED 90'-- OTHER ACCEPTABLE \ FITTING do TYPES RM 02111M1.DWG � ANTI-TAMPER GALV. ELBOW WITH 019MNR R.L. u LOUVER - SHEET' METAL SCREWS VANE `_. ROUNDDUCTSIZES "UNITED McGh l_' R,410iA g/o3 BIRD a g" O.C. SR(•)TXLR / 12" MIN. EXTENSION REDUCING LOLOSS HVAC EQUIPMENT, AVOU .._�-�' SLING TO SCREEN 90' CROSS WASHER-'" RADIUS STRAP FLASHING— DO NOT 90° BEND HAND OF SAME SIZE DISRUPTION OF Y-BRANCH -'-' CONNECTONBEFORE X DL►CT ROON[)WAD t AS HANGER STRAP INSULATION J c HAr�+GER STRAP WALL SYSTEM DETAILS AND SymRn► ;CRF W SEE ARCH. DRAWING -LOW VELOCITY FLEX DUCT ' ROUND DUCT LOWER — TYPICAL LOW VELOCITY DUCT DRAWIN(=l NI-) 5 UPPER ATTACHMENT 4 HANGER ATTACHMENT 3 WALL LOUVER DETAIL 1 CONSTRUCTION _DETAILS _ r M1 NO SCALE M1 NO SCALE Ml NO SCALE @ CRAWLSPACE Ml SCALE: NONE _ 1++111 ewe Riau r A •- srr2003-00020 N 30 of 30 ,. :, qq -_:.:. "Nr ..•,..,..,,.....�w:w"''•!I!lIRM' ,..�.,,,•�. uw_++,.,.,_..__.._._.....-...._._-.�__ .... _ .- _ _ _ - _.�.a.......►-� i . t C+ tyr ,_ cm;ilI1�IIN r11 Illll 11I1�lfl'II,IH IllfillH,}I�t ifif 411N IT 1111 Illt IIIA Ilfl 1111 1111 ITN U! N I Iltt t11i II11 III111111 I I illl I II11 I (111 III It Illi III I.t Ilt lel IIII VIII III 1111 IIII IIII II!! Illi Iltl � LEGIBILITY STRIP o 1 � � I 4 I 1omn. cm I0 I I 1112 13 14 i It! 17 le 19 20 21 2'223 24 25 26 27 29 21;4 _. NJNI • 109 ti . . . . ►Itt��i��J. 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