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7150 SW SANDBURG STREET-7 1 2 3 4 5 j PROJE I W_QBMAT QR; f� E3 I Project Address: ABBREVIATIONS 7150 SW Sandburg Road Tigard, OR 9722.3 A B. ANCHOR BO1,T CABINP CONTRAM)R A.C. ASPHAt.,ncCONCRETE F.R. FIRE RATED INSTALL FJ) A D. AREA DRAIN F.R T. FIRF RETARDANT O1'NG OPENING neral Intormatlon: AC ACOUSTICAL TREATED OPP OPPOSI'm ite Area. 6 14 acres ADJ ADJUSI'ABIE FIN FINTSH(ED) AFF. ABOVE FINISH F`l k)OR FL4('G) FWORONG) P.LAM. PLASTIC LAMINATE Zoning : 5N ALT AL.TERNATF FLASH'(.; RASHING P.S.1. POUNDS PFR SQUARE Budding Type: 27 Occupant Load: 275 persons ALtIN1 ALUMINUM IIID RXIND.AT1t)N LNC Occupancy: B-2 AN()() AM)DIZED FT 11•:ET PERF PERR)R/:iE(U` APPRUX APPROXINIA)1 FTG RXITING PL PI AIT Stories 2 _ ARCH ARCHrI`wIk1*AL) FUR FURRING(FURRED) PLWD PLYW(xN) Neighborhood Planning Organlzat►un. #5 ,,.e A PR PAIR I m • ` BU BOARD G.B. GRAB RAR PT POINT . o0 lA4iInformation-, < I i PTTlIM RIIUNIINOUS GA GAGE BLDG BUILDING GALV GALVANIZED R RADIUSSERVICE CENTER REMODEL (1977) Tax ''its 03801, 03900, 04100 8 00700 PT4. RIXG BLOCKING (i GLASS(GlAZ1NG) R RISER of the "Salem Frgewa Subdivision" situated in the S F. 1/4 BM REAM GND GROUND R.BASE RUBBER BASE y R(7T R(7TTON. GY{fRRD GYPSUM BOARD R.D. ROOF DRAIN S('ctionl,T 2 S., 9 1 W., Willamette Meridian, City of Tigard, BTYIN BL-TVJF-FN R.O. ROUGH OPENING H F{1G14 REF REFTtIGERA'ivR Washington County, Slate of Oregon. ('F IASH'G (1)UNTTR FLASHING H.B. HOSE BIBB RFINF REINFORCE(U)(ING) C R. CATCH BASIN H C. H(N11Ak OWE RL(XD) RFQUIRE(D) ExlSting Upper Floor 1.7,878 st _ •-• C' J. CONTROL JOINT H M 110111)WMITAI, RESIT. RESIUENr a C.L. CUM-A IINE HDCI' {4ANDIi'AI'I'ED REV REVISE(D)OON) f � l 'TI '+71 __.__�- _ 1 1.164 sf C.U. CIJANOIrr H[1F4 RANDIR RM ROOM WALL TYPER NO SCALE total Existing 29,041 St j� N C.T. CERAMICTILE HDWD IIARDW(X)D RR RESTR(X)M CAS CABINET HDWR HARDWARE EXISTING WALLS NEW WALLS NEW WALLS �I�oorAdcition: 5,981 st C'LG CEILING HT HEIGHT S SOL rni L c C[R CLEAR(ANCE) BOR[/ FIURV.ON1AL S.C. SOLID(`ORE ` _ / Proposed Upper Floor 23,859 st _0 a' CLL COLUMN)L )TJC CONCRETE VENIIIA'ITNG ;; _^1 - 9uinNGPAPER L _� - sTTRxT _� total Building Area 35,023 Sf ��-�.( 1 /AIR SCHED SCELED1ILE _ .. I ; m GOND CONDMON (Y)NI)rT11)tiING Siff SHE1-'T NTwsE(xNG NEwsIaNG— �f.. l L0 U) CONN CONNECTION SifITG SHEATHING BATT NS(A Total Building Area for Code Purposes: 23,859 sf o - CONST CONSTRUCTION I.D. INSIDE DIAMETER SIM SIMILAR RAT INSUL BAT T INlll \ p w CUNT C(JMINUE(OUS) INCAN INC/�Nl>ES( I PIT SPEC SPE(IHCATION(S) SB•GYP Bo GYP 80 `- CPT CARPET(EU) INCL. 1NCLLIUE(ll)(LNG) SPKI R SPRINKLER 1TYPE X 1 _ ') INSUL INS!ILATE(U)(TON) SQ D DEPTH INF INTERIOR STD SQUARE 1 __._� __ " _ I 7 " - 1 --- " - ---I PRO E�T_�LR�T Y 6 3/4 6 1/e 6 1/? DEL DEMODOUBLS SIL STEEL \ERFY OWNER: Key Bank Ot Oregon e I/1- DEMO DEMOLISH, JAN JOINT )R S`TO STORAGE ;: C -�- - 1211 SW 51h, Suite 400 DF�10U'{lON JT. J('11J1' STRUCT STRUC{-URA1. - DIA DIAMFMR SUSP SUSPENIXED) EXIST.SITEATII. NEW Silt ATH OVER DIM DIMENSION KIT KITCHEN SYM SYMMETRY(1CAL) - [3lSIDNGPAPCiT �_ Portland, OR 97204 [ DOWN SYS SYSTEM NEW SIDING- NEW SIDING (503) 790-7576 UR DOOR L IIN1GIN BATT INSUt ARCHITECT: Waddle Design Group, Architects AIA M [711 DETAIL IAM IAMINAITJD) T TREAD _-�� BATT INSUL-- ;; - DWG DRAWING IAV IAVAl1)RY T.S. TUBESTEEL -- ' _ eATT NSUL SwGYP BD - 1700 SW Fourth Avenue, Suite 105 ll. 11kc, TEL ITITTHONF. �"> ; s'6 GYP BD ' Portland, OR 97209 N E EAST IT IJ(;HI' TEMP TEMPERED ` s'B•GYP BD (503) 221-2003 \. i :. 2 �._ (TYPE x( ifl i" (503) 221-1709 FAX � E.R. F�T'AhS1UN R(H-T TLiK THICK(NESS) ' E.1. EXPANSION JOINT Ni B. MAC'HINEBOLT THRESH THRESHOLD �` - `T E W. EACH WAY M O. MASONRY OPENING TYP TYPICAL Y F. w c ELECTRIC WATER N1.4TL MATERIAL 1 _ � t.. - � SURVEY: Westlake Con.;ultants Ire. O • -- NEW OVER -` @_ Hilltop Blisine's Center C()nIER MAX MAXIMUM U.L. UNllERWRTTTJtS ExIST.SHCAT)1 _ �_ B 7340 SW llunizker, Suite 204 - '' JUIDNG PAKR FA EACH N11.C-H MECHANICAL LABORATORY - Tigard, OR 97223 O EL ELEVATION MFR MANUFACTURER U.O.N UNI_.SSCTT)IERWISE NEW SIDING 18 ({O{fCX',RA{'441CAL) MH NIANHOtF. N(TIID BAT T INSuI ,— (503) 684-0652 / _ BATT INSUI '�— _- (503) 614-0157 FAX EIF,C F1.ECTRIC(AL) MIN MINIMUM �-_•- FlJV ELEVATION NtlSC N11SCF:LIANEc)US V,B. VAPOR BARRIER v6 GYP Bo - se•crP.BD. -�� fi -� (DRAWING) MTI. NIETAL V.P. VLTEER PIASTER (TYPE x] � (TYPE X1 = CIV IL ENGINEER. W.B. Wells & Associates Inc. -� E11:V REVATOR VERT VERTICAL R? EQUAL N NORTH VEST VESTIBULE GATT Hsu 4230 N.E. Fremont St. EQUIP EQUIPMIhrr N.I.C. NOT INcoNTRACT -- ---I`— # 9a------ '—'/8� Portland, OR 97213 VERIrti F_XIST EXISTING N.T.S. N(ITTUS(."ALE W H''F--�' sB•GYP BD - (503) 284-5896 E XP EXPANSION NO(or$I) NUMBER W WIU111,WIDE (TYPE X 1 i✓-> :,: (503) 284-8530 FAX EXT FaT ERIOR NOM NOMINAL W.C. \ti'A)ER CLOSET o 0 W.H. WATERHE:4TIR _ STRUCTURA.i ENGINEER: WalkerMiloreto/Younie, Inc. �"- F.A. FIREALARM O.C. ON CEN'IFR(S) W.P: WATERPROOFQNG) F.D. FlRE DAMITR O.D. OUTSIDE DIAMETER W.R. WATER RESISTANT BAT r wsul 215 SW l looker Street �.�. • F.D. RfX)R DRAIN O.D. OVERT' AY R(X)F W/ \A TrH SEf•GYP HD _ MIT INSUL - Portland, OR 97217 F.E. FlREEXnNC,I'ISHER DRAIN W/O WITHOtTr ;TYPE XI — �_ (503) 223 OS55 Q F.E.C. FIRE EXTINGUISHER O.F.C.I. OWNER11IRNISIIF[), WD W(X)D 5/8.GYP BC. r,:; I ,•O( ,'� i'1N I I�i.J7� C1F1`ICE ( 1 (503) 223 1025 FAX . � (TYPE X wI,':.RE RE-0.1 `-C� r.?f- •' ,•_•. A}'F'1i0VED . • • LANDSCAPE ARCHITECT: Christopher Freshley aA -— - 4 3/41, I 1 n 4­3/4" CONC)lT ON.'>L.L Y APPROVED . . . VEPon { 1020 S.W. Taylor, Suite 355 C5 6 y+• At'+i'f�4)VAL G� i,A�•JS (S NOT AN A1��'AOYAL OF Portland, OR 97205 (� 12 fT>cW, (503) 222-9881 Ud �_ (503) 225-0078 FAX TE m BATT INSUL11N &B GYP BD. �- PLYWD SFE _ =-- MECHANICAL: Design/Build Z STRUCT. ELECTRICAL_' Design/Build I (TYPE X] \._ I (� ` E - BATT IYSUL .r .,cf•oao� �. . . 5 - e,l yB•GYP.BD Dss•e)oo•1 ».,o �. ' -'•• (j, \tAIFi (IYPE X WHERE BFO) i~ W ••�, - `�__ �— 'fes-������_ r_ D ._.._.. .. ............. 1 /4 _ .X DRAWING-.—INDEX_ �% ,�� -. . - 7 3Ir AO COVER SHEET } � (11 .�---- -� C F ) • 4 �... - - — --- r4 # I .. Sl SURVEY � ' I - s'REET ........ ......... .... . ... C1 GRADING & DRACvAlii-Fp 1�' , - C2 DETAILS '� SITE/KEY PLAN ;e �j/l �j�� A 1 2 SITE DETAILS A2.1 DEMOLITION PLAN 1 �• ��'. _( I A2.2 FLOUR PLAN DRAWING TITLE T L 1 0i A2.3 ROOF PLAN A2.4 REFLECTED CEILING PLAN A3.1 BUILDING SECTIONS WALL CONDITIONS NO SCALE _ A3.2 WALL SECTIONS/DETAILS CAI -�'} "' �.». •� 0=4 •ri *"' !;• a,• f, '•� a "y w �i r 1 f A3.3 V�'AL.L SECTIONS/DETAILS COVER f•.•N - TEG , _ ;4 ... •- - ._ .._ „�a ..1,. . .T " 1,j) 'l '' �.�(s'Q�: ` A4.1 ELEVA•IIONS t.••,�;• r+I-1 ." d --(XrE"!rD M STAUCT.FCA 1 Ir MTL STUD BRACE TO ,.,., •, .�.! III ov.,�.•,,. 1 ' CON nrT ICON B SHEET T,L ICUG,+ '� ✓ ,\ '.1�'- .� =r. I t v�+wv.r. 1'/ ',, AlL DOOR I RAME JAM13S TYP �P r„ « N r1 a 1 � �. / SI @A'-0'OC ANO \ o �G O i A5.1 MISC. PLANS/ELEVATIONS •` �r :s-�..;; :",":' ' I"�.. j� r� �' VAIs NOTE A5.2 DOOWWINDOW/-INISH SCHEDULFS ' --730-- �ero� '' I ! i� ry ,. ( BRACE AS CONDITIONS PERMIT \ ` ' ,y ,y�,►�� __��-- — ----- o +� fT �� , t , k _ "�"T ;"�' ( y 'M A BOIN SIDrS SEE STRUCT.FOR DLII ECTION A6.1 EXTERIOR DETAILS • I •r �• , n c" --'•'1q,T'r �•'� 'y ~r _ �p•M!'r771 u.,�,,.,q �'1 f�t „. , - , •�"�' •1^~. ,r„ A :l 1>�„ JT @NONBEARINGWALLS A6.2 LX'1'ERfOR DETAILS i ) �G� (►�' foo :w t' +t. _ �.,��+� .�7 µ r. p� ie 1 / _ 4FrL1MING ATI INTERIOR DE'TA11_S 1 `... i .�i ,w9.1M�f , f.�y',J' ' r- —..y T „r�-fr. i -•c' ^ ' ��.A' •\1 .� c 'f 71' I L.} 1,('I, 7 {� ``ll aa i+'�, REVISIONS tp^ IGA;I!W, •. �•; r �11UJ = J,. � yy ---- A7.2 INTERIOR DETAILS \\ t \ —)p T L 100 wr y.r i �. — �: 0, f,;1;{t, "" ,�{� ' ..,, �x w Cr _ AC BATT t ursut S 1 FOUNDATION PLAN -- -- -y �' ,/ i ei rl Fko'•" 'i Lt�:' t _ S2 ROOF FRAMING PLAN ^ • -- _ • .e6 �• T^ CC"', 1 i -S6 1Yr L x GYt BD I4 u� - - Z� 9 a � _� �► ,:e"r �,,,•„ � ,Y' u .,, .\ •' � ��,. ' ► EACI!SNF,TYP v S3 FOUNDATION DETAILS •en�kjr �� ,,.,: .• ' -U. T r �_ _ -- - 94 FRAMING DETAILS - ----_ — „T _ w "� ,S �� - - t 1 r,, rw�i ►. r r n - — \ ra r AR" �i ,i f I=`� _ �I � • :c•«r., f� , •' 1 - A SUSPENDED p su ,'I r�I I o L1 LANDSCAPE PLAN �- lo,A09 �trf• r' `f'y ' y1Y�1 �"v ",+ CEILING C!It INC, , .•� ,f),ALAR! + ,�.o ,Y rt- 1 , .�� .,. i «„ ,. .o ` 1.2 LANDSCAPE DETAILS . (r' r. .: 1 f ti SB•TYPE X GYP BD. J ; •" + 1'1 •r:: SITE �I �^ �y�',..i j= SIB•TYPE X GYP BD. TYP. al 9g _ +• ! • "' .q 'f1 EACH SIDE.TYP EACH SIDE, •7cNO'S �.�`'i: ��` uS1.1p•9F X4,'0 >t I +• � ! 1 •fry,� �,A/ � ., )? I ,L 900 `1 e I / 'V f 'O i^• y /� I /,/f`\ ��)),, I ...... ( , write ' ✓'�1 � 1t1t( . y ,GI SSI � � Y/t.c �w `�,,�, Q�. - •� l�` I `•"(« A;4.f '� aA7 1'"•I �.'. y'� .. A ren - `,4f _IG i.r+Jour�' s ,. (01lei �" r :1 `� A t 14C7UN fIA.TE_D GOF4141LX)R IUNNE:L(:ONSIRUCTION, SE E.DI AWING I 4 ABOVE l=�:'r/t fr EXl END TO UNDERSIDE Or- STRUCTURE,BRACE AS REOUIREO. 02104192 E D ,:�' �•, `� J : , I ,• fi .. .. „.0 9102 1 ,J��g `� s_+Ate, - y r�,(� ,- 1 ►�i _""„ L n. �e Q FURR OUT AT EXISTING FINISH 1 FOR SLUSH AT PEARANGE. � t _ .. . ...: _ _t' ; .If,.• _i 7tiI)` I rf l!�� ' '`. �` ti .F. '„ DWN CHK WUG _\ ,i�. r :r 4M, �"►,; I 1 L 1.M r :Gw O EXI E ND PARI ITION FRAMING AND GYP BD. TO 6"ABOVE �' �• -!z- �,�- FINISI IFD CEILING HT.SEE DRAWING ABOVF --- �; -s'"' O LOW PARTITION WALL AT 5'-11r A.F.F. SH1 OF SHTS SITE DEVELOPMENT PLAN .. VICINITY MAP Q LOW PARTITION WALL AT T-6'A F.F. . NTS -- - NUBILE NTS - - NORTH AOoO Waddle Design rr ip ,g „ (I1�IF��tf1T)E=11 I►='I-� ; TREE 1 2 3 4 5 1 OF 24 r♦ _ ,-11�'!aa� 9f,�r';eww�Ne�,rn, -_ _."•�.--.,o.e..err+rr>fw�w. •,o��:.r:':.�ew�= F^�• '17171 1 ( r IIII ' IIIIIT Ilillllllllll ' IIIIII � IIIIIIII I IF THIS DOCUMENT IS LL':iS T`{ III III III III III III IIII` III(IIi IIIIIII LIT 1 T�T ILII I I l 1 1' I I l I j l j , l j l I j� j 1 LEGIBLE THAN THIS NOTATION, f I I I ! 2 I i I I ' I 4 I I I I I c I I I •T I , p I I I O it APRIL 2�3 1994 IT IS DUE TO THE QlJA1 T'I'Y O)' No.36 a""�;"_:?, • ) TN ORIGINAL DOCUMENT' -- -- �11 - �- — � g T 6I E i Z I i i T I H 8 IL 19 5 I 16 E Z i)ISLI1 ti, Z8ZZ8Z 16ZE�ZZ1( (1�Z 6i 9i LT I 9i 1 �� �' I � illl►l ►�jl.►►� 111111j111111�11111jj►j jjjjlWjj lI l ,llll,ll►Il llllilll 1lTll�llll llllil,Tl ,lllll►►lid►,llilit, llil►ll l 1 11 1 2 3 4 5 Iola,, f NEW RETAINING WALL-SEE CIVIL FOR HEG LENGTH LIMIT OF WORK ----+ Illlllr • f i•,�.s rt atm�.a�•� j0La t.l -SEE STRUCT FOR CONSTRUCTION DETAILS PROVIDE GUARDRAIL TO MATCH EXIST WHERE g f''1 APPROXIMATE LOCATION 4' WHITE TOP OF WALL IS MORE THAN 30'ABOVE GRADE T` _ OF EXIST SANITARY SEWER PAVEMENT STRIPING 1 IABANDONEDI REMOVE CURBS AND LANDSCAPING THIS AREA _-NEW PAVING PER SIZE PLAN_._ ! I I _ I EXIST RETAINING WALL NOON rn 45'-6'R �"_ i" �/� a 1 � t q• jN 1 A o C� ,/�. Q I I GENERAL NOTES IOld A 1 2 �f 1 a B 3 JI 1 5'•0' 10-01 _ 32'•0' ■ 76' 6' 15' 0' I ' I ' A SEAL-COAT EXIST UPPER PARKING LOT AS SHOWN NO COAT (0 II ° 1 - _— ------ - IE I 1 i - _ _ _ _ t NEW COMPACT SPACES 191• J VERIFY I I +IENTRANCE TO SITE pR SpUTHOF BUILDING PATCH DAMAGED ASPHALT PRIOR TO NEW SEAL COAT APPLY PER MANUF SPECS t o ` EXIST -� ti I s t Q ,� B RE-STRIPE PARKING STALLS ALLS AS NOTED ON PLANS PROVIDE NEW 0 �'� �L 25'-0'R TRANSFORMER 0 C J @ 2' 6' �i, \� ,-- •i3 PAD AS SHOWN NEW WH EL B 18' 0' EXISTING STANDARD SPACES 161 STRIPING PER PLANS STRIPING TO BE 2' WHITE PAINT SEE SPECS =II 1 o STOP _ r / a E J E J E J T P Bf 1 2 0 / I EXIST STD SPACES 21 - (REPAINTI i - f �� v' Q A4 - Y f 2 C PROVIDE SMOOTH TRANSITION BETWEEN NEW AND EXISITNG ASPHALT, ` ►I -- "T "J' f 2 2 ! j r'WHITE --- --- EXIST LT FIXTURE TO SEAL COAT SURFACES \ !' - t-F i t r - 1 PAVEMENT STRIPING - BE REMOVED REPLACE W/NEW I ANO SANITARY SEWER 0 C) - 0 CONTRACTOR TO PROTECT EXIST GAS WATER A _ , o _ _ FIXTURE SEE ELECT i i Q n, E - _ LINES DURING DEMOLITION AND CONSTRUCTION I t --LANDSCAPE AREA &2 ' - j CURB 11 IE I � SEAL COAT f-SEE LANDSCAPE PLANri�2 ` I ASPHALT / IE I E vER!FYPAVING. PARKING AREA, AND PARKING ISLAND DIMENSIONS AND - I RADII WITH CIVIL PLANS a �.- t a �__ 2/ I L I SEE NOTE A , Af A2 HANDICAP PARKING t �;I N NEW BIKE RACK 19 BIKES �� I E I _ - -- _ F CONTRACTOR TO VERIFY LOCATION AND DEPTH OF UNDERGROUND N 1 2 1 2 I SYMBGL I w _ I INSTALL PER MANUF SPECS , POWER SERVICE TO TRANSFORMER PRIOR TO EXCAVATION WORK. 1 . ' �"� PAINT TO MATCH EXT BLOC TVP TYP V i 18 0' 18' 0' U HANDICAP PARKING SIGN i W 0. � COLOR LOCATE2'-6'FRUM I a I -_._. _ _.. a I I1 I v PARALLEL EDGE OF CONC f ---_ ._-_ __ —__ _- --- _ I 4 IT u a i � o I SHEET NOTES a v1 V) ui a - --- I I I `-) I ! - EXIST PLANTER - - - -__ -- - 'n 1 p I COI —_..._- I _ O _ __-_ _ I I 1 REMOVE CHAIN LINK FENCE 6 ENCLOSED STRUCTURE COORDINATE N U ( ! a _ r--- a I I f WITH UTILITY COMPANY PRIOR TO REMOVAL ' I . - t It 3 _ ._.__.. f 1 .�•sss��a• s�•1 I 0 1 �' IE ! 0 Z !t I Z 1 ' �/ - -- AREA OF NEW CONSTRUCTION ---- I c ' Z --_-- - -- - R ( Z I ----__ r i SEE FLOUR PLAN FOk MORE INFORMATION ` r 1 ,�; I ac ,i, I ¢ i I UJ N — 1 TREAT ENTIRE AREA UNDER ,L � CONS THuCTIONFURTERMITECONTROL EXIST I I r+ CURB W _ ---__ — W I (f) I --------— i i r.rrr+r •t r. rrt�ir.rr.i.. .•trrr. r.t.err.r►. .rrrrrrrr.rrri,rir. r. . . ..r I _........._ NE a l I NEW WH EL Q U r CL a 1 1 1 '• CURB Q � STOP B1 ! • ASPHALT PAVING—+' ' , ( to d I TO BE REMOVED ; Z ------ - --- -_ 1 2 Z I - - ----- t B 01 1' Af 2, - - - - _ _ ++ --- CLEAN OUT SEE CIVIL I I TY t I - - - 1 NOTE SEE DEMO PLAN i �- I ►- cr Z 24'-0* NEW FOOTING I _. I DB2 cn Q I t �.- DRAIN, CONNECT -'-SEE CIVIL PLANS FOR ; AFTER DEMOLITION, COURTYARD AREA TO BE GRADED TO � I y I - � ' x � p I a LANDSCAPE -- t CONT INUAT[ON OF ROOF ACCEPT NEW CONSTRUCTION-SEE D5/A2 1 605/A2 2 �1 t 1 2 I w 2 w _^ ___ PLANTER, TYP - " i l TO EXIST DRAIN FOR NEW ADDITIONS MAINTAIN SLOPE TO DRAIN TO EXISTING AREA DRAIN PRIOR IN I NEW FOOTING ----__ 1. I (r I I �� W Z 1 ', 1 TO CONSTRUCTION, CONTRACTOR TO VERIFY CONDITION OF DRAIN CONNECT Fri rn N I ; I I DRAIN AND CLEAN UOT AS REOUIRED SEE DEMOLITION TO EXIST N I cn z 1 � ` ` ' 1 PLANFORAPPROX LOCATIONOFORAIN t� w to II 1 � U , ,, !� 1 NEW ENTRY PLAZA —_� _. q a 16'-0' I f6-0' - o a " I t r-Ji 1� rn 'I ; -SEE SHT AS 2FOR X in n Ln w t•U I, ENLARGED PLAN 1 ry I I - N f �� u' t� t.� i B3 1 I O --- -- O I Q� o � Af 2 1 ! I U REMOVE -�' u �� U 1 I L�, _ 1 m y r , 1 ; ` iJ I W EXIST PLANTER W - ' N -�"` I I 1 I Z , 162 SIM Z ` �-- LANDSCAPE AREA - A ' S+ ✓/ '� -SEE LANDSCAPE PLAN IN I I r - 5_01R�•R - LANDSCAPE AREA ` i ti t -SEE LANDSCAPE PLAN \` .•I E i --- NEW PLA TER >= �/ 24''0• ►ria.r.i..err. irr. ariiirr .irrr.irrrrrr .r .i,.r. r.rirrrrrri.rr.errr _–_ _— OI 5'-0' 24'-0' 35'-0' /* _ --�- N --- RELOCATE EXIST !E I rl CATCH BASIN PER CIVIL PLANS ( �] - EXIST SIGN TO BE REMOVED IE I I ■��w • i � ` t ' '� / • EXIST STAIRS TO REMAIN . ................._....._----- -- -•• - --- -- - - -- ----- I IE I � rl i - PARKING SUMMARY to UP ► I DATA EXIST LT FIXTURE TO � I � 1 O N �� I BE REMOVED REPLACE W/NEW I ii i FIXTURE SSE ELECT I l STANDARD- Q / 0 s ; I EXISTING PARKING SPACES 68 SPACES IE I COM AC26 c 1 9�� NEW PARKING SPACES 57 SPACES C , N`• S - i -- - I J I STANDARD- 116 COMPACT 37 EXISTING STANDARD SPACES 191 NEPAINT- HANDICAP-3 EXISTING LOADING EXISTING LOADING 1 TOTAL PARKING SPACES. 124 SPACES f @BASEMENT REPAINT I I TOTAL STANDARD-82 1 83 I @BASEMENT-REPAINT 1 1 2 ; + ! EXISTING STANDARD SPACES 122! TOTAL COMPACT 39 DRAWING TiT,LE TOTAL HANDICAP 3 j REPAINT I I EXISTING STANDARD SPACES 151 ` REPAINT I - 1 i I ' SITE PLAN 1 REMOVE ASPHALT THIS AREA-SEE (E I � IE I I ! IE i STANDARD SPACE 9'-0; Y 18'-x: t CIVIL PLANS COMPACT SPACE 8'-6 X 15'-0 LEGEND REVISIONS IE I F`;;6TfNG PLANTER TO REMAIN _.. \ \ -SEE LANDSCAPE PLAN - _ �+--•--- APPROXIMATE LOCATION IN I NEW PLANTER OF EXIST SANITARY SEWER -SEE LANDSCAPE PLAN IABANDONEDI ® EXISTING CATCHBASIN _- o EXISTING TREE TO REMAIN EXISTING TREE REMOVE ASPHALT '/� , TO BE REMOVED THIS AREA SEE CIVIL PIANS - SITE PLAN (�, NEW HANDICAPPED ._ D04 PARKING SPACE D � � � '! .r � � � � � � �_ - SEE CIvI,L PLANS FOR �:,C AL E ]/16" = l �-O" i 00 SHEET NOTE 02104/92 DATE J CONTINUATION OF ACCESS ROAD TO 72ND AVE 9102 ! JOB ` AREA OF NEW OWN DT CHK wDG ASPHALTIC CONCRETE SHT _ I)F - - — PROPERTY LINE SANITARY SEWER LINE Al D 1, m Waddle Ueslgr, Grcuo 1992 71cv�f_1 SUI SFII•ID91IF'Ci 51I�EF_'T r t z. m3 4 Cl F q > I �.• ..;� .,,,,.,...�,,..;•.ryv.� MMc , -,� �., say ,.�;, _ •;;+,r •:.,,wrrw+w.a.,, . ,,... ,....,,.......,......._._ .—_..- ._�;x:. «nt .:aa..., sa.�:�...,u,e,.ss.•.:-..., . _.. IF THIS DOCUMENT IS LESS "T�I I l l tl l l III Ill III III I l l III III ill III 11T 1TriiT tri 111 I(I 111 III III III 111 Tr I I Ell III III III III III III III III III IIII l l l l l 11 l l l l I I ' I I I I I I I I I III III VIII ,� ' ' LEGIBLE THAN THIS NOTATION, f I I 1 I I 12 I I 13 _�_I 4I-_� 151 I 16 J-�� I 18�-- _9 _ -- 10 11 I 1 � APf�iL �3 1994 IT IS DUE TO THE QUF.LI rY OF' No.38 THE ORIGINAL DOCUMENT. - -- - - -- - --- --- - --- - T--- E Z 8T, LZ 9Z 7, ibZJ,11 Z IZ OZ tii 8i Lt 4T tTt £i Zt it i 6 i L iSttl�lMli 11191, ! T 11 llll►l ullllill llll� .11u 1111 IIIjI IIIA IIIIIdII�I�Ill�illI II III�IIII�IIIIIIIIIiIIIII Illl l 1111� II ►IIIIII►II►IITIII1l1 Ill 1111111 illltill111111 Illlllllll ll►I Illi iliTlllil ll►l llll lllllllll !,ll Ill 1 2 3 4 5 CONC SLAB ---------_ CONC SLAB W;5' x E' 10110 WELDED W/6'x 6' 10/10 WELDED 5 U 0011- - - - - --- --- ----+� - PAVEMENT MARKING,PAINT-TYP INIHE MESH TYP I WIRE MESH. TYP A•k CHARACTERS AND SYMBOLS SHALLCONC SLAB CONTRAST WITH THEIR BACKGROUND -'--"' -" /-�+- 1!4 WIDE x 1/2'PEEP .----- 1/2'TOOLED JT W/ W!6' x 6' 10/10 WELDED - T �-' c '� -- EITHER LIGHT CHARACTERS ON A DARK / JT W,r TOOLED OOLED I ' FILLER 5EALANT 6 EXP JT I WIRE MESH, TYP i RESE LAVED 1.112' TALL LETTERING �- - -_r. BACKGROUND OR DARK CHARACTERS EDGES PARKING H'ELVETICA MEDIUM -� f i ON A LIGHT BACKGROUND ' INTERNATIONAL SYMBOL + SEE SPEC ; — SFE. SPEC - �� OF ACCESSIBILITY. 2-112' i ' FOR FiNiSH ( f fOR FINISH Vii" FINISH EPcr^FOR Parting with DMV TALL ' -? f 'iNT ERNAI IONAL SYMBOL OF Disabled Permit 0111Y ( - ACCESSIBII-IT t' ANSI STO A117 1 V10141ors 9ublect to - fi ;;4-- - -. ----- - �r __-- - _-----------+k- _ ! towing under 31+ t ALL LE TTERING -- ' r, ) �■r v o, i HELVETICAL MEDIUM 1 p p p URS 487 935 and 4 + --,_t , U a a 0 i , 0 0 0 0 0 0 0 ; rJ iia line to MO � m t]R5ld7 930 _ �� -- �- - NOTE 11 4 ' L D , v d Q - p a, V - G p L 'v( ? j aQ u 4'GRID IS FOR PROPURIIONAL �'�� Y-0' TO - - . REFERENCE ONLY AOM W SE = --`- - - --- FIN GRADE PAINTED CENTER SYMBOL IN ( 1 ^ i GRANULAR SASE GRANULAR BASE J� �1� _ --- ' - GRANULAM F' ..-E a yy �- a TYP HUCP S.ALLS AS FER SITE PLANS >c SEE CIVIL �� {, �- '; SEE CIVIL SEE Clvl. .. N01E NUTE J J oIl SPACE PER PLANS OR SPACE PER PLANS OR NO GREATER THAN NO GREATER THAN \ a HANDICAP PARKING SIGN HANDICAP SYMBOL CONTROL JOINT 5'-0*0 C EXPANSION JOINT 20.0'0 0 TYPICAL SIDEWALK A 1 A2 A3 A4 A5 3"= 1 O" 3,s i -0' To -04 NO SCALE NO SCALE N _- - -- SLOPE TOP OF WALL AT g / SLOPE OF STAIR NOSINGS TO _ Z 6' FLUSH W/SIDE WALK 4---- CONC WALL SEE SPEC ` SEE STRuCT FOR REINF 112' r(JR f 1N - 3/8'EXP JT MATL - 6' 1'1� �`-- 1/2'TOOLED EDGE TYP 112"T0OLED EDGE FINISH GRADE - 112' TOOLED EDGE �► - _-- i W1 114'TOOLED EDGES STAIRS BEYOND SEE PLAN FOR RADIUS ` TYP - PAVEMENT MARKING SEE CIVIL ` I j X TYP Z - i �_ ll _ _._ y�- -- _ - 1l T CONC WALK OVER -- -, - --EXTRUDED CURB 0p°1 °0 0 �''p0 — EXTRUDED -PAINT - 1 4a G C, ,t,,_ �� FINISNGFiAOE - _�,. .. -� n0 0 0 (Y per - EXTRUDED GRANULAR FILL ` 1 s) - -EPOxY ADHESIVE , EXPANSIONMATFRiAL m o a i __.-____--__---__---_.__.� __-__ 0 00 Cw o \ 'I /SEE CIVIL! • • 00 0 0 0 0 o CONC CURB - -- ----M------_- _ i I _ o- ° ° -o -- ~ 112 TOOLED ED E I Oa C I CONC CURB SLOPE !14'11' 0" � X uj CV 0 I --. EPDXY -_.. -- --_ -�_ ..__.__ �.p_-- --- = I� 0 v v ° P -+�-------- ..-. __ -- -���.r (V i ''� - E OXY ADHESIVE i A C I d1 00�o ,. I A C 6' 81 6"i I ( 1 °moo i A C s PAVNG i 'o0 00 `OeGo PAVING I ° 0 `oaO PAVING d. br�d. -- --- I ' i 6 c-- B °o 0 0° o I I 1 2 o�ab 0 I f �i - o i o � � l+11 ► :� 6'X6' 10110 I WELDED WIRE dill - I ,,,I MESH. TYP -- •�•.. ',...:, W . . SLOPE 450EG II � -- - --- EXTRUDED CONIC BOTH SLOES i WHEEL STOP-SEE I Q SITE PLAN FOR -1 -- --� -- { PLACEMENT n FD WHEEL STOP WHEEL STOP PLAN CURB @ GRADE CURB EDGE CONC. STAIR WALL L- �- • B 1 " --- - 62 63 64 65 . >= : - 3 1•-0 314'= i '-0" 3'= 1'-0' 1 1/2'= 1'-0' 3/4*- V-0 0 - REMOVE EXiST A C PAVING WHERE OCCURS &BL3-SEE SITE PLAN 6 �.-. II Iul fi NEW CONC WALK _ - _ � -----NEW CONC WALK 1'-U' 6' 4'-0' 6' ------------------ L UJ I OVER GRANULAR FILL OVER GRANULAR FiLL 4 TREADS @ 12' 6' 234 8`5 Q 1!4'WIDE x S/Y DEkP JT �---- r - 114'WIDE x 1!2'DEEP JT o P CAST IRON Cp 0 W/1;4'TOOLED EDGES �; w/1/4' TOOLED EDGES 6 NOSING, TYP SLOPE WALL TO --- 1 2 ) 234 E�5 /EXP JT @ SIM ! i I (EXP JT @ SIM F SEE PLAN ( - - I 450EG MATCH STAIR 1 - SEE PLAN OR / /' FOR PATTERN m / ! ti CANT, TYP I SLOPE @NOSING ?_34 35 I LOCATION w /" 112'TOOLED ; r ,yi , .fASSuMED Z EDGE Z -- 1,2'TQOLED I T �- 1 112'DIA STL PiPE RAIL,PAINT -it ' EDGE. TYP SET IN GROUT VERIFY EXIST WELD AND GRIND SMOOTH @ ALL JTS O I ! I SEE PLAN FOR I + 4'9'3 GRADE ELEV r EXPANSION LOCATION i iI f 1 *2' MAT R[A ! r6FiNISH GRADES &EE PLAN /SLOPE 10 PA -- E L I SEE Clvll ,ca FOR ELEV ---_► j/ SLOPE V4'PER FTU) - _ v - - - - - - - " - --- ` ..------- ( •� �'�'' "1 I to ! 1 �I I I Z v i � �� x VERIFY � W ' / /' \ _. C �- - p p G 0 I I I 1 a - C d p `, 2 U - - # r . --- - CO ExIS1 � Q � 23,-84 YP L45 SHOWN D L., p L' w PAVING > ` 0 4. ---- Qffl S'• a .� !, = CAST•IN SLEEVE - / "�. I I i GRADE ' w O is a C' 8'MIN I ELEV `�•� PAVING d1 �� SEE. PLAN ' \ 84 COMPACTED FiLL FOR ELEV _6>- PEk CiViL DRAWINGS /, ' — - _v Al / 4-8' 4'•0', 1 2 ORAWiNG TITLE 4 TREADS @ 12" /4 @ !'A 0 C X 5 EDUAI PISERS EA wc,Y , 6 g' --- 2 04 CUNT j \• 12 f -_ ` -- SITE DETAILS WALK @ EXIST. PAVING WALK @ GRADE ENTRY STAIR SEC ON �`� ' ` � 96 �`\�DN -- - - - = � 349 234 b� C1 - C2 C3 A3 \ -- 1 112*z 1'-0* 1 112"- i'-0" Jul 234 35 b �7 64 \ ASSUMED VERIFY EX151 81 \, GRADE ELEV VESTIBULE ' REVISIONS 6 2 ♦ HANDRAIL -- — - - SV 101 -..-� �V. � • ('A2 i - ------- �' CJ @20'00 / - TYP AS SHOWN / 4 // + E J - ------ - 7 B2 \ / 622 �/ '� !BS` �3Ai A4 _234 35 LOBBY \ / 1 ,2 12 1 , ' ASSUMEU Z VERIFI EX1S7 102 � ' SLOPE WALL TO GRADE ELEV FiN FL c313 G MAiCHSTAIR 234 85 -SEE CiViL PLANS C2 -- � SIM SLOPE @ NOSING 1 2 E J A4 - --- 12 \�\�, 234 85 I 4 DATE D 02104192 D E �- --' • � 9102 T JUB 1WN DT C'HK Wl�v OFD5 H1 ENTRY PLAN Al 1/4'= i'-0' Q waddle Design Group •1992 1 � ars•. J T r.7 SO:I S()NDM1JF'Cti S MEET `,4 OF y .,.'a' mc.^i^^•. ..._x`.:.�'I;'."•:'.� ".T'1A� r.e;�.ridA�13:°•SIC'��'7!Y',�pR.'P,1'!f..V:•:w+rnf�F+M91L ' • ♦,� .AaAS. ._� �l�j�.i.1w•..r...vw..,u., ,•. k. .,..w+uevwMN"IO. 'moi••tbG1Ri^'M'iV 1 " IF THIS DOCUMT;NT IS I,ESS 'T111111�1111111 IIIIIII 1111,111 IIIIIII 1111111 TJT� TTi� ilf(ili 1111111 111 111 111 111111 111111 Ill I I 1111111 III III IIIIIII I ! I III! III � III ' I �IIIII III I ! I 1111111 I ! I III 1111111 ^n���- �Q " ' Q4 r�r� GIE3LE THAN CHIS NOTATION, 1 2 3 I 4 5 6 7 8 9 10 11 12 ! I1' IS DUE TO THE. QUALITY OF _ _- No 9e THE ORIGINAL DOCUMENT. ��OE Z 8Z LZ 97. Z bZ EZ Z I tTZ OZ 611 811 - L�t 91 4T. Pit I Eli Zi it I t I �8 8 L ! �9 IIIII I� IIIIIIIII�IIIIIIIIIIIIIjIII IIIII lllllllll�l!liillll�llll llll�llll lllllllil lllllllllllllll lliilli1111;iillllllliu�llu �lllll �lll�llll,llll!Idl�� �I I �II I III /III IIIIIII I Illillll�lllllll 1 111 IIII,IIIII IIIIIII) /III III III I I I IIIII �I�II III 1 2 3 4 5 GENERAL NOTES ---- - -- -- 9 '� - '? - '.—� ARCHITECT OF DIMENSIONSR TO FIELD VERIFY ALL O NOTIFY ANY DISCREPENCIES BETPLANS ANS 09 f2 A 00 OB 08 OB "� 1: REMOVE HANDRAILS AND EXISTING CONDITIONS �IIIII� II� . m j;I y. PATCH&REPAIR WALL B CONTRACTOR TONOTIFY ARCHITECT PRIOR TO THE REMOVAL ,tR � ') f O6 O6 11 09 ': OF ANY FIRE RATED WALLS •O1ry I REMOVE Ex;ST ELECT T�O6 r 12 C CONTRACTOR TO NOTIf Y ARCHITECT PRIOR TO THE REMOVAL 5UB PAN_LS ELEC TO OFANY SHEAR WALLS, WALLS WITHPYWD . ORLOADBEARING �� VERIFY WALLS OR POSTS �C� � < REMOVE IN THIS S AREAL00R AND REPAIR ALL FLOORS ; : I� a W /WALLS/ SAEG BFOR NEW VFINISHESCH =� S \_ NATED TO ED L REMOVE EXIST DOORFRAME t O SEE ROOF PLAN FOR ROOF DEMOLITION NOTES FIXTURE �OII = v REMOVE EXIST i RAMP - - - - - - - F SEE SITE PLAN AND GRADING PLAN FOR SITE DEMOLITION �I� •� 'r- - - ' - - - - - - : -�+. NOTES aF • ' ' S rr SEESTRUCiURAI I ; G SEEELECT ANO MECH PLANS FOR RELATED DEMOLITION � ry oT :� 0 - _; REQUIREMENTS ; 7 • E ....... �— _ -_--� - - - �-- - �(�"�--1:_L�is : H COORDINATE DEMOLITION WITH STRUCTURAL PIANS AND 8W .... OB GN THE COURSE OF REO DEMOLIT ON wOFIX : • RE � Q - IS MAINTAINED ........ ... •• •• I CONTRACTOR TO REMOVE ALL EXIST SUSPENDED I _� ' ACOUSTICAL CEILINGS&LAY-IN INSULATION SALVAGEALLLIGHT EXIST ELECT EXIST COOLINGUN;T ____LL--__-- J FIXTURES RETAINALLE%IST WIRING AT MAXIMUM LENGTHS FOR PANELS-SEE TOSEREMOVED INSTALLATION OF NEW LIGHTING PER CEILING PLAN PRESERVE ELECT . EXIST ORAFTSTOPS WHERE POSSIBLE _-All .01 jam— EXIST COOLINGUNIT �— FIELD VARIFY CONDITION OF FLOOR J CONTRACTOR TO REMOVE ALL CARPETING THROUGHOUT TO BE REMOVED THIS AREA PATCH&REPAIR& REMOVE O6 "'- --'- -- -- ; j f2 CLEAN 6SMOOTH ALL FLOOR SURFACES TO ACCEPT NEW ANY PROTRUSIONS TO PROVIDE SMOOTH FINISHES K7 L 01 •.,'/'O SURFACE FOR NEW FINISHES ` K CONTRACTOR TO PATCH&REPAIR ALL WALL SURFACES AND W N K N 06PROVIDE SMOOTH SURFACES TO ACCEPT NEW FINISHES N �r........... •• _ m _ L ALL EXISTING DOORS TO BE REMOVED 1 EXIST ELECT BOX � 01 AND CONDUIT M ALL EXISTING WINDOWS TO BE REMOVED EXIST MOP SINK - +k �, -SEE ELECT _ O B TOREMAIN _ __ N ALL EXISTING HOLLOW METAL RELITES TO BE SALVAGED 1 O6 ::I ;:.. ...... ...... .. .........:Fi: ,.. ... ... „ * LADDER& EXIST ACCESS uj 61 I 'I--gEMOVE DOUBLE HATCHABOVE DOOR$&FgAME O 06 08 TOREMAIN OB OB SHEET NOTES o . ................. ........... ........... ........:. EXIST MOT WATER HEATER - - T 05 1 REMOVEWALL PATCH AND REPAIR ADJACENT SURFACES TO IO REMAIN ' ' " ACCOMODATE NEW FLOOR PLAN WHERE NECCESSARY. TYPICAL. � 6 j 2 EXISTING MANSARD CANOPY ABOVETO BE REMOVED REPAIR (� i� REMCVECASINETS „ ADJACENT WALLS WHERE NECCESSARY TO LJO EXIST GAS METER : , _ ........... uj TO REMAIN -- ACCOMODATE NEW EXTERIOR SIDING 1\ 3 EXISTING CANOPY STRUCTURE TO BE REMOVED =.-a 1 "• EXIST ELECT \ 4 REMOVE DECK ASSEMBLY PROTECT ADJACENT WALLS 0 ,,. •,.,•• •'._. 06 TYP _ CONDUIT CHASE REMOVE EXIST ej. ;: 04 ASPHALT PAVING DURING DEMOLITION a TO REMAIN -SEE SITE PLAN\\\ 5 REMOVE EXIST SIDEWALK CONTRACTOR TO TAKE W 07 ;'• NO WORK IN STAIRWAY EXIST ELECT \ PRECAUTIONSNOT TO DISTURB FOOTINGS AT EXISTING EXIST MECH DUCTS�, ,r •�CONOU17-SEE REMOVE LANDSCAPE THIS AREA 1 ADJACENT WALL U TO REMAIN ACCESS 1: ELECT RELOCATE OR TERMINATE ALL UTILITIES DN : AS REO VERIFY NEW 6 REMOVE RELITE AND SALVAGE FOR REUSE III'-JI I`JIII .;DOORS TO REMAIN �— ELECT PANEL BELOW E%IS1' ELECTRICAL.IRRIGATION. AND DRAINAGE 7 REMOVE EXISTING DOOR INFILL WALL Wi WALL TYPE SHOWN m ' ICAL. ^ "--"•'}• DECK SEE ELECT REO PRIOR TO WORK ADJACENT NFLOOR PAN „ ..., „ ..-. SALV IG.E C 0 _ _ ( _ __ __ _ I U • • ' •,,v I IEMOvE EXIST B NEW OPENING.SEE FLOOR PLAN AND STRUCTURAL = I_ R DRAWINGS ,..+..........- 07 REMOVE EXIST ( WD BENCHES .......,I........... •,1 � KITCHEN SINK I ,- 9 REMOVE ALL EXIST wIN00w5 PATCH AND REPAIR OPENING & CABINETS TO ACCEPT NEW WINDOWS. ORINFILL ASRED'D V) " •-- SALVAGE EXIST -- EXIST CONDUIT 10 REMOVE EXIST WALL MT HEAT REGISTERS TERMINATE 9 • 1 0 j � lia KITCHEN APPLIANCES .,I ELEC BEHIND WALL BELOW DECK .rt SEE ELECT : 11 DEMO WALL FOR NEW STRUCTURAL COLUMN-SEE FLOOR r. EXIST AREA DRAIN PLANFORLOCATION TOREMAIN C wl EXISi STAIRS 12 PROVIDE OPENINGS FOR NEW WINDOWS VERIFYTHAi - - - - - - - - - - - - - - - - - - - - - - - - .::..::.:...:.: :.::::: 1 �1 . I 0 06 U4 TO BE REMOVED I REQUIRED HE ADERS IN WALL ARE E%ISTING " REMOVE EXISTG -"""•""'"' "" Ili ' MOVEABLE PARTITION ::i i—REMOVE WALL AND SLIDING REMOVE EXIST 08 : : �jjl� GLASS 900RS SEE STRUCT TELEPHONE BOARDS DRa WING TITLE OB :;I -�'rr�•—::•• ::0--z:: :: :z::: ::::09::::—.:: :: 09: ...:.:L:::08 l ...... , r-- ((( •1' f1 EXIST PLANTER 07 . +1 �I EXIST ELECT PANEL ..... :_�._- :I TOREMAIN DEMOL'TION r1p ON Ot �;' :' . 09 PLAN O6 «i 09 Jf NOWORKINSTAIRWAY EXIST MECH rZ[[:>:::.X,r, `- •�'- rrt „ '0:. •, _ Ft:: 10 DUCTS TO REMAIN f REVISIONS p, 06 LEGEND EXIST POST EXIST POST EXIST POST i;' fl EXISTING WALL TO REMAIN 06 Kl TO REMAIN ....: 08 TO REMAIN TOREMAIN K .....:.........�. -- ,;�•: 09 EXISTING WALL TO BE REMOVED f0 I UP SALVAGED F X 07 EXIST ROOFHATCH 07 `" "'" ABOVE.TO REMAIN ' �� EXIST DUORTOBEREMOVED 09 EXIST POST RELOCATE SPRINKLER CONTROL----- i ' TO REMAIN 01 REMOVE MOP SINK O6 "'- EXISTING FIXTURE TO BE REMOVED C�, O6 In 09 OB I i 09 SHEEP NOTE 00 + 02104/92 DATE D •. _ ___ I 91021 JOB LL 4 1? 4 OWN WOG Oi CHK � 0 0 1° /—f 10 09 .-.................................................. ........ ... ... .. .. .. ........... ......... .. .... . .. . . H _ O 9 SHT -li A2ooB '7SOO��rlenrrn-� UnC�er � .......................... ... ......... ............ .........._,.. .................."• ""...-"'-- '-'' � � CD* ND9 ; �T gsov �'���F �-n { �H��� � DEMOLITION PLAN ' , SCALE 1/8" = 1 -0' wa00le Uesiyn Gr0uP 1992 '1710 SUI SRNDRI IPF S IREF I 2 "� ` - - - 5 4 errFrw�.•.nwAeA�ri�. ,. I .. s.rI: ••+.nMu. :uIF THIS DOC�UIMFEPNnT, IS LESS IHAN Ss� ,T. j��{rAi�t•„- �.,.,«t. $ .:.:APRIL 2.8 1994 IT DUE TO THE QUALITY OF V n .` ,. :yN,.. ,_- . ,.. ..w. ......-. .. ..".,r..r.. �.o.,..<-.et•,rwsvve.-. ...._...,.nn..�e-w.rr } .w + THE ORIGINAL DOCUMENT. u�8 BZ Z BZ 8 Z B Z t6 Z t t Lt Bl 9l t t Zl ll l 8 L 9 2 8 8 lXwX _I idim uuluu mi6m uulmi mi6m uuluu miluu mduu uulim uuluu �mlim uuluu mduu uuluu mill iiu6m mi6m mdm ulm�mew ism u�uu uu�Hu � 24X 1 2 3 4 5 NEW CONC ENTRY A4 �- -� -SEE SITE PLAN -A-4J7 6 2! 6 2 ,, - _ % r+► -- NEW CANOPY ABOVE qq- 1 t 1 f -SEE SITE PLAN A3�- - -' ---T- EXIST HEADERS iN WALL@ THESE GENERAL NOTES cw,r I WIN00WS F1ELU VARiFY EXACT LOCATION r►r� (j�1�" �J �Y " A CONTRACTOR TO FIELD VERIF Y ALL 01MENSIUNS AND VERIFY. ALIGN W1!vJOW� -- - - - -- _-_-'- � � �-� I r-— PA'�Ir.G STRIPES TO EXIST COLUMN i A❑ A❑ -� - C C C �02 ' • 1 02 - -� ` 1 r- NOTIFY ARCHITECT OF ANY D'SCREPENCIES BET WEEN 0_ ❑ ❑ I U v `--- -- --- -'---- ❑ ❑ ❑ r 1 SEE ;ITE PLAN PLANS ANC? E XISTING CONDITiUNS 10 A OD _ 9 4) 10'-6' - D i 8 SEE DOOR AND RFL ITE SCHEDULE FOR RATED 00(>7a,-) VEST OFFICE - / f -\ --- i RELITES @ 1-HOUR CORRIDORS i CO3)---1m - . 110, - �� �: 401 03� F ,/ 10D\' C ALL DIMENSIONS ARE TO FACE OF STUD U NO T OFFICE D a I I fll I ..Q ti 305 < 6 2 10' o' 15 ' V R F Y ' �•I A _+ _ 6 E 1 I OFFICE t 04 { ❑ - ! 405 401 F F •� 1 ,! 1 O ICE « " SHEET NOTES EX STNNGRJAN L- 301 --- - - - - _ -- 11' 0'_ ,�--- - ?0 C 404 OFFICE ?�i 6' VERIFY o4) \ - ,� -_ 403 C FF 0 •� ` OFFICE 10 p 400 I 00c) JUFFICE 03 �, I 1 NoT �sEDOr , 304 Q O ODj L i04 / I. 2 NEw WINDOWS ?0BEL.00ATEDINEXIST OPENINGS \ ✓) � LA , 11' 0' cr __� -- 2•HOUR AREA L u COPY SEPARATION WALL LI 3 NEw WINDOWS TO BE LOCATED!N NEW OPENINGS a ^� 1 j 403 158 — ( 0 ( �r �� Z1! a O9, 303 o (OFFICE 40? 5 ) jl � ��, - + i 402 i r- 1 504Q __ _ -- _ 1Q I ; 1 STORAGE r A iv� Ong �5 } � 5 ) I c .QC % ! � t Lnw 303 toZD �-- L - J C10 a, r,ONF R X10 �� X158 �"_ 2 HOUR AREA L-J '� �� 302 WORK �lUI� SEPARATION WALL 12-0_ I ( L4 �✓ L I IT-01 10 503 ! I Q I A 4 1 —_ �- _- -- �--� -___J I -- ❑ cn 4C CONTRACTOR 10 FIELD FOR VERIV Y FOR �5c ; (1 78 �, cow FILE ROOM N; LUNCHROOM �1,�' __ 5l8"TYPE X' GYP BD BOTH SlOi=SOF -_ - + 504 406 CORRIDOR WALL AND REOUiREDh-T FOR CEN'ER BETWEEN D3 I I 1 12 WALL CONDITION 'A' EXTEND WA��_HEIGHT DOORS , I M I 833 E AS REO AND PROVIDE 5/8' TYPE'"' GYP 8D !10D �I ; N 5 1_i `c' L"J I ` UJI C;58 OFF!(.E a 10 N O` 6�B A CPT II 502 IA11 �-' Z �, �� I 1 `'` -- 03�--� ( 5 1 6'-6'R KITCHEN S.v - OD -- 1 c— _� • B / r Y 3 ------ - - _ O 14'6' 3' 6' C ALIGN FLUSH NE W � 1198 5 F ' 113 ` 1` � 502 ^� 1 �� SEE STRUCT FOR -') •---� WALL TO EXIST ` 9'-6' +/ 12' 0' -� � 4WD z �---7 / _ _� �� 11 �„a SHEAR WALL iN THIS 1' 6' 11 rJ 0 o 500 -i - -� 04A - _� g) - - - - 04C ! AREA CONTRACTOR N 1 D (j *c) them b+ io ' � iC- iC- �C- C�) iC BCS �C I 3 iC I TOASi OFALLWALP 00 �ABUVFDEF '\ I !I '� I FINISH OF ALL WALLS - 03 Q 0� CLERESTORY WINDOWS ABOVE i ABOVE ROOF 3 b 501 OFFICE TYPICAL OF 181 ~I O ! io A,VA O " 500 - - b, OFF.CE 5 OFFICE 0 _ I Q 3 \ 407 408 ,r, JANITOR ;i a: -2) I ~I `� 114 - 0 STOR. 1F' ;! BELOW EXIST ROOF 1 40r 00 ! 03 C��L_ U 501 m! - 1- I — 2-HOUR AREA _)_ 8-O'- _1 \a SFPARATION WALL «i E I NJ al ! OFFICE E d !v MEN i I �I 411 nr - c c7. 4V7 STAiRWEL.L ---J _B - Q! •- C/L OF COL �5 Q 8 9 - f�j07 108 f �'� SLOPED CEILING ABOVE -- �---► OFFICE �� A; 2 ���i \ E OD 409 O \ -_ uj { / 0(1 I ABOVE EXiST ROOF I ROD&SHELF ABOVE ---10 ALIGN WALL W/ t `� CENTERLINE -- ' I I DN ! I /c OF COLUMN 4 � Lv { !I 0 F-- ♦ NEW COLUMN r NEW COLUMN r BEAM ABOVE ! , _5 0' ((�� ' OA SEE STRUCT _._ -SEE STRUCT Q' - r_.. . ti3 M ❑ , (�/ __._ ! . _!__ ._.. _.... -SEE STRUCT - � r _ I QA EXIST/-^ 1 �� S`-� ` l'% > � `-- EXIST S?AIRWAY ,� ,\ � '` �r ,. i __y- ,`">�" � i� \ � I A41� KD! i �' - y SJ9A I --- i 4 3 �I� � NEW COLUMN — E '<_+-��Y�. SEE STRUCT I ` I ' W A;T l / - I \j Z - FOD&SHELF BELOW EXIST ROOF C5 ' ; E 4 13 5 ' g I 0 r - - - NEW CONC _ = i ��--,�� 1 I OFFICE 6 STEPS '0 I I ABOvE �J q\�17 OFFICE B5 412 ._, I Q 505 A7 ! 6' 6' � D 410 106 f 0 9' -- -»--� I ! Q (1 \ i 101 0. • - HANDRAIL 0 ¢ � OD 507 SLOPED CEILING ABOVE ----r ! • I / _. WOMEN 19� { _ a t OFFICE OFFICE 9\''; NOTE 10Q �o0. 900'0' 1C E �. I i W Ll� - -106 _J J 5016 507 `-�ABOVEEx1ST ROOF `� SURVEY ELEVATION OF 238'-0° � O ABOVE \b• o 9,x87 S F EQUALS DOCUMENT ELEVATION- 0'-0" 208, CONF I VESTIBULE , �� I +_ cn 10'•0' 101 x (�--,`412 1016 ,O E� i- ,\\ U H 3.972 S F CONFERENCE / r 4 / CO�A 10A I �1 A, 02 1 211 505 I OA I 103 413 ^ NEw COLUMNS i LOBBY i �o � A r.- � 2A ` ' O 1-HOUR CORRIDOR --- m CORRIDOR �: 10'-6' SEE STRUCT �,� 102 2U1� •� Bi ,/ ( - �j 4 gA) _ in 2A 103 - - -- ( ` \ j � g i Llr•, .lr;`vv LL 2 04A 2 , --�---- - NE w COLUMN OA OA _ / _Y__---, SEE STRUCT AREA SEPARATIONAll MA --1� 'TR T O _W 209 9 8A OA \ I ' i\ 105 D F J - _ 13500'0' ._ __ ._ MAIN �"1 10A� �' 135'0 0' j y 02 N!`- -- EXIS? PLANTER• SEE SITE PLAN THICKEN WALL r"--'� EXIST '"` i _ FOR NEW PLANTER CONDITIONS D _ FLOOR TO ALIGN W1 ;n ' ' --�• STAIRS ON. S•2 I i '1r2 ' ,�� i ' C ADJACENT WALL -: i OQ / U 1 PLAN COPY WC)MEN �''� MEN , I ' !� LE 5'-0'X 3'-6'OPENING - 210 �' 200 1 1 U LEGEND 02 IN WALL ALiGN HEAD / 104 I I j ! i I ` I 00 SHEET NOTE AN REFERENCE TO ADJACENT DOOR } FAX ROOM ` -- ..-_ �.�, I I OFFICE SEE SHEET NOTES ABOVE REViSIONS 201 1 l A X01, 208 19 I, - , DN - -�- -� EXISTING WALL TOREMAIN 135*0 0' co� , I u { 02 - NEW CONSTRUCTION. SEE _.•__. _—_ ZL \F WALL CONDITIONSAL ALIGN W/ 02 - -� 2088 �! i EXIT WALL �_ - _ _ / r`� ❑ !�- �� __ r.-� LOW WALL �� 4 -r' - -� - -- - -- 0 D : - E I s S T A I r�'_ A I -�EXIST ALIGN W/ �_� 2 HOUR AREA -- - ❑ � ) STAIRS Un, S-1 EXIST WALL 2 I .I SEPARATION WALL ^ © 15•6' 14' 2' OFFICE - / \ 204 04CENTE (2B WALL CONSTRUCTION SYMBOL NUMBER= WALL TYPE Ex 5•'FR OM 207 �,,6. SIM -_ 2•HOUR AREA 5 1 a •� -- -- --- - i -� \5J SEPARATION WAIL J �- -LETTER- WALL CONDITION ` 00 OFFICE - I, / D ❑i ,�' - 210 20G� 12 � �2� I 203 1/ OD 210 I ® �.[, NEW FiXTURE &02 i 135'0'0' i I - --- I it 02104 92 DATE: _ 910, 1 JOB NEW DOOR OFF207 J of <�� OFFICE nI OFFICE CG fO OFFICE c I I OWN OT .:HK WOG OFF ICE I 00 206 '"� 205 i 1 ?03 `` I I 202 ❑ WiNDOW SYMBOL SEE ,f 0 WINDOW SCHEDUL E qui C F- SHTS EE I RECITE SYMBOL •S RELiTE SCHEDULE U3 I� 2pla U FAI '�_.._ �4� ¢I� U �-- 02 0 0 -1 L~J {�J 0 i�J C 1 L-I 0? L"_J G2 h; -{02l Al z I3 '-I`!' � cn A� `� O �J 1 A Uvw W,x Wax 1 4 5ov � ���,�, � , 1 � �_ MAIN FLOOR_PLAN �'� � o �� w W �„ ci uI 441 D51 SCALE 1/8" i 71 '_:�,.� '�IAI SFahIL3HUF'(r `31'h'EE I Waddle!)esignGre��p i99c OF _.4 4 5 fflflll III III I � IIIIIII rir ilF1I111111r Illlllllll � llllllllllllllil ' I�IIIIIIIIIII ' Ill1 11 ' , I ' I F THIS DOCUMENT IS LESS T i I i I i�I 1 1 1 1 1 1 1 'I I I I I I I �I 11r i ( f� f ( Gf IIIl i � i l l l l III I I I I I I I I . I I III III I I I I E' ` LEGIBLE THAN THIS NOTATION. I L — I --1- 1T _ 5 --1 6 I I 9 I 1� 11 1� APRIL 2£3 I J4 IT IS DUE TO THE QUALITY OF — ---- �:�.. . :,•w;�►. �.••,„_.. 36 cn THE ORIGINAL DOCUMENT'. _ r tu, tu,,- 8Z19Z Zv--ibZ EZ Zt7. OZ8i 1 8i94i8II III IIII IIII IIII IIII IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�I!IIIIil�llllllll�IIII111111111IIII�IIiIIIIIIIIIIIII�II IIII�IIIIIIII�IIIIIIII�IIIl11ll1W11 U1l�lu�ili11111111111111Ii1lil(W1.W II I III Illllll III �W 1 2 3 4 5 .. . .. .. ... . . ;- - - - — — — - — — — - — — - — — - - - - - .' w 3i'.2" 24' GENERAL NATES T VERIFY W!STRUCTURAL TO ' T-0. �� NEW CANOPY - LOCATE SUPPORT BEAMS ' � �\ - ' A CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND Jl `! r FROM EXIST STRUCTURE �''� A6 2 A3 1 NOTIFY ARCHITECT OF ANY OISCREPENCIES BETWEEN � ' 4 �\ PLANS AND EXISTING CONDITIONS �! AREA OF NEW ------- -� SL JPE 90 0'0 1 TVP 8 CLEAN&SMOOTH ENTIRE EXISTING ROOF TO RECEIVE CONSTRUCTION A61 02 NEW ROOFING ANY UNUSED EQUIPMENT, VENTS OR OTHER r _ - ( MATERIALS TO BE REMOVED FROM ROOF ALL ROOF AREAS TO BE PATCHED AND CLEANED AS REO AFTER EQUIPMENT AREMOVAL 4, . _ _ _ _ _ _ » _ _ A632 _ _ _ _ _ : C CLEAN EXISTING DRAINS, INSTALL NEW 4 LB LEAD I ` 9 AREA OF NEW ROOF / � --' FLASHING SHEETS WHEN REROOFING VERIFY I � � .- SEE GENERAL NOTE "E'/ AREA OF NE W ROOFING �' REQUIREMENT FOR REPLACEMENT OF DRAINS ; "O � OVER EXISTING ROOFING - D AREA OF REROOFING 3 PLY BUR PLUS CAP SHEET OVER \.� "� SEE GENERAL NOTE "E" ---` RECOVERY BD SEE SPECS xr �\ EXIST RIDGE / ( En �` f E AREA OF NEW ROOFING /� II 3 PLY BUR PLUS CAP SHEET OVER 314'PLYWO SEEiillx ^ SPECS COORDINATE WITH HVAC UNIT WORK J --- .. . . . ... . . - I ' ..... .. . . .... ..... . ... . . . I I !,n F SFE BUILDING SECTIONS SHT A3 1 FOR ROOF ELEVATIONS v AREA OF NEW ROOFING �._ _________...._ _. _._ c TYP I OVER EXISTING ROOFING / °'' TYP Z : �I SEE GENERAL NOTE E _� ►;' y I SHEET NOTES �,I' ul S -- EXIST RIDGE 03 p3 I :....:. 03 I 1 NOT USED 2 EXIST MANSARD CANOPY BELOW TO BE REMOVED i I I REMOVE GRAVEL STOP ALL AROUND PATCH&REPAIR Uz » - - - - - - - - - - - - - - - - - - - " - ` - ' x `' SIDING AS REQ TO PROVIDE SMOOTH SURFACE TO ACCEPT `! . cn ;= NEW SIDING SEE ROOF DETAILS FOR CONST OF NEW — \ r _ . . . . . ... ; FLASHING @ ROOF LQGE _ r o �. -. . . . . . ...... . ._. . . 3 APPROXIMATE LOCATION OF EXIST ROOFTOP ' ,� A6 2 •'-- SLOPE j , r^ �._ 04 EQUIPMENT SEE MECH PLANS rOR EQUIPMENT TO BE YC4 \ I ��", ~•' ! REVISED OR REMOVED M v { i 4 REMOVE ALL ROOF SCREENS AND SUPPORTS SMOOTH N ` ROOF TO RECIEVE NEW ROOFING N NEW SCu PERRFLOw ' NEW ROOF DRAIN ' (_ - - - - - - - - - - - - - - - - - - - --- , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ - - _ - - _ - - _ - _ _ _ _ _ - _ _ _ _ :�_ - - _ - - - _ - - _ _ 5 EXISTING ROOFHATCt`! TOREMAIN ' ' 03 - 6 EXIST PORCH STRUCTURE TO BE REMOVED ' \� A6 1 A6 1 �+ 7 NEw TAPEREQ EDGE STRIPS @EXIST DRAINS TO FORM 4 . . ...... .. . - - - ---- -- -- --- - - I 7 _ �' � � SQUARE SUMPS @DRAINS ' SCHEMATIC HVA C EQUIPMENT LOCATION FOR NE W UNIT \ +-- SLOPE SEE MECH PLANS FOR EXACT LOCATION&DUCT WORK W \ 05 i ' � � / � / % /' i � / � ENSURE 10'-0" MIN DISTANCE FROM HVAC EQUIPMENT TO uj A '� �' /' VENTS THROUGH ROOF HVAC CONTRACTOR TO SUPPLY / r ' A HT T T T IP T • // - RC IEC /S RUC URAL ENGINEER w EQU MEN � � _ _ -- � / / �� / � �/ 02 ..� SPECIFICATIONS FOR STRUCTURAL REVIEW OF ROOF ' - - - - - - - - - - - - - I : \ rr / //, / /' �/ / %/ �/ / / / / / LOADING A61 02 �` A6 1 9 SEE MECH PLANS FOR LOCATION OF NEW VENTS THRU `� ; ! \ PROPOSED NEw �i / F . / ROOF INSTALL PIPE LASHING PER DETAIL OOiAO 0 @ EA AREA OF NEW ROO "- `` \\ : HVAC UNIt r / i �/ f `AREA OF NEW ROOF " f� / / // / ; LOCATIONFIELD VARIFY CONDITIONS @ EXIST PIPE o0 SEE GENERAL NOTE �w I / % / SEE GENERAL NOTE E ' / ./ , � f. � / , / r r/ / r / ` FLASHING A�+DINSTALL NEW FLASHING AS REOIUREO • 03 C4 a B2 I SLOPE / / SLOPE01 LIJ / i l A6 ] ❑ ( / // NOTE r L -- / / / / /SEE SECTIONS ON SHT A3 2 / � Z TYP ` i / / 06 `-r , / / ;FOR ROOF ELEVATIONS. SEE /� SECTIONS FOR HTS OF ROOF T�1P & BOTTOM APPR X / J ' / /,• i . / CONTRACTOR 10 COODINATE r , W/MECH TO PROVIDE REG / SLOPE = 1 fa / 12 CURBS, OPENINGS AND ' / / / / / / /r Q ' WEATHERPROOFING-SEE / DETAIL B21 A6 1 FOR TYP CURB 02cn , / C / Li S TO DRAIN INLET / . - ` .�,1 ... .. . . .. .. . . . . _r . . . .- ._ .. . . . . . _PIPE TO LUNCHROOM ADDITION � r / , ,1� � / •� � TO RECIEVE NEW RAIN DRAIN / / / ROUTE RAIN DRAIN THROUGH , / / I NEW CONSTRUCTION TO STORM /N£W G S M GUTTER WATER CONNECTION -SEE ' / - / // ' / / SLOPE TO CENTER 114'PER FT SITEPLAN --- -- -- --- ------- ----- — -- ------ _ - - 03 - (�n OF - - - - = c - - - - - - - - - - - - - - - -(A6 ] - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �r- - - - - - - - -- / NEW GUTTER �LQN ! -- �i AREA OF NEW CONSTRUCTION A6 1 , i I � ~�AREA OF NEW ROOFING � / OVER EXISTING ROOFING \� 05 - - - -f. == o _ _ _ .. _ _ _ _ _ _ _ _ ; REVISIONS SEE GENERAL NOTE E \ - .\ ---- - - - - - - - - - - - - - - - - - - - - - , 07) EXIST RIDGE L 4' 0• LEGEND - EXIST SLOPE. TYP EXIST SLOPE, TYP �----- rn (n / ~` - - - - i �00�- SHEE T NOTE ------ - - ' - - -�- - - - - - - - - - - - - -- - - - - -- - AREA OF NEW ROOFING v ' \ L�) I Ex(ST!NGROOF DRAIN I 02104/9 DATE OVER EXISTING ROOFING 611 ' 1OB SEE GENERAL NOTE "E" l / V / E)WN DT CHK WC!G / L'�HT OF Sf+TS ry Q A2 TYP A2 TYP.31 ROOF PLAN A_ 213 . . . . .. . ........ ... .... ... ... ... . . ... ... ... . . . ... ........ .. .......... .. . . . . . ... . -- ------ . . . .. . . . . . . . . . . --- -• -------•------. . _ . .. . .. S C:A L E 118" = 1 l)' � ® Waddle Design Group 1992 ;ISI SANC1F _IF.r 5 T PEE1' } 1 .4 _ y + 1S. ,,y' iY^A' 1J(�.��'LyuiP '.,,fiJ.. •"I Y 1 .Y -Yy •M•.•5� .j�yt' r'� s b OF 24 a 11 'tom- vA "OWL ass c. ! e CYC F+mr�ry+�dP"1t4hMMtlh �fiM�. armY+tipMlM IF TEiIS DOCUMENT IS LESS T ! I I I I ! I I I I I I I I I I I I I I I I I I T -I. r T ,r I ` r C f 1If I I I I I I I I I I I I I I I I I I I I I I, III .. � • '�� g` �• � .� f I " I I I I II I ► I I 1 TT �1 � (*,..1 �f f I � I I I I I I I I I I I I I , !� I I I �i li 1 1 1 1 1 I!�!�!� p T �l 1 l 11 T� 1 I I I I A RIS- 28 1 1 12 I 3 4 15 I _61 7 8 9 10 _ 11� 12� 1 9 4 LF(�IBLE THAN 1'FIIS NOTATION, �_�—_� _ _ --- � IT IS DUE TO THE QUALITY OF No3B THE ORIGINAL DOCUMENT• — - — --- --- — -- _ _ -- �E L 8Z LrZ T9Z , Z idZ EZ Z+ TZ O7, 6 [ 9L LT 9I SII i<'t ST ZI TT T _ R r � 8 4 1b Tv T7itl3Nl ii�, --- I I III IIII IIIIIIIII ►III ►III I►IIIIIII I►IIIIIII lllllllll�ll I1� Lwu>l l►►I�llll1W1111.illllll�llll�IIII�III 1111111► ��Illl►lll��► l�► ►I���Id��� i III�IIII illi III ll�ll�l I III►JIIII I I 111 1WllWJ , III IIIIIII� iIIIIIII�IiIIIIII�IIII�T II 2 4 5 1 SID .J C5 A3 1 l 1 _ - \11 GENERAL NOTES _ � d f A CONTRACTOR TO _ -- ---- NOTIFY ARCHITECT OF A FIELD DISCREPE CES BETWEEN (/�VERIFY ALL DIMENSIONS AND w*o ~�! PLANS ANDEXISTING CONDITIONS C Ln 8 ALL CEILINGS +9'-0" OFF FIN FL UNLESS SHOWN �I a OTHERMSC -t---- I1 - , - _ _ __._ ____ _ _ -_ C SLOPED SUSPENDED CEILING IN RM 4081409 7-4— -r-----Z- I I -I D SEE MECH DRAWINGS FUN SUPPLY ;RETURN GRILLE I -- --- -- - .- --�-------�•••----- - __ _-__ - }--- 1 i'-- t -_ ` - � � -- I -•- ---�-•—- -------- - LOCATIONS �j' Lb _ _� - __ _ _____ ..�___-_--_1-_-- -. -. -- .._-.. _ ___ _. ______ -._ -- •- +-- '1- F THE CENTRAL CORRIDOR INCLUDING ROOMS 101, 102. 103 108. 109 110. ISI-HOUR RATED PROVIDE NON RATED i) a c\j ACOUSTICAL CEILING ASSEMBLY BELOW RATED GYP 80 Ii --4-----� -- _ _ . ___ ___ - ----t- - ____ -} I ENCLOSURE ZI I o F RAF TSTOP CONSTRUCTION IS 518 Y E G 0 ,I to to CONTINUOUS FROM CEILING TO UNDERSIDE OF STRUCTURE (( W'I o ON ONE SIDE OF BEAM-SEE SECTION D3/A3 2 - w G REPAIR OR REPLACE ALL EXIST ORAFTSTOPS DAMAGED L OR REMOVED DURING DEMOLITION OF EXIST '"Ell_ING PROVIDE NEW DRAFT STOPS AS REG H SEE ROOM FINISH SCHEDULE FOR LOCATION OF _ I DIFFERENT PATTERNS OF ACOUSTICAL CEILING : .ES I SEE DETAIL A2!A7 1 FOR TYPICAL SUSPENDED CEILING BRACINGJ LIGHT M -- r ES BY DESIGN BUILD CONTRACTOR COORDINATE LOCATIONS AND Y ES OF FIXTURES N:" N I ARCHITECT SPECIAL AMBIENT LIGHT FlxTuaES IN �. OFFICE 505 MOISTURE PROOF RECESSED CANS AT EXTERIOR SOFFITS SPECIAL LIGHTING AT LOBBY AND VESTIBULES WALL MOUNTED UP/DOWN LIGHTS ABOVE I _ -}-- --- - MIRRORS IN TOILET ROOMS UNDER CABINET LIGHTING AT I KITCHEN CABfNETS --- + -_--�_ -' -�-- - - ,-- -- - � - K HVAC SUPPLY DIFFUSERS AND RETURN GRILLES ?G 8 E t _ ) COORDINATED WITH L!GHTINGPLAN THROUGH ARCHITECT ` EQ EQ L :2j _ NEW GYP BO CEILING - --, - - i ---- --- -_- -- _- - - I Ir I A3 LU I �" 1 l"� ( I I I i A62 �.. -- W m ..... ._ . ...._. _.. —� —♦-- CENTERLINE OF STRUCTURE Q }_ SEE STRUCT Pt ANS0 ! I ORAFTSTOP ABOVE SEE NOTE F _ 5/8' WATERPROOF • I ' I ( I / GYP BD _T c: NEW SOFFIT AT ENTRYcn rl I I t I a7 f I I REV - +12� i/2 A7 1 X ANE P A —. _- ---- --- - _ _ __ - -- _ PANEL T y L a - -N L L T r P E Di I-- +g _0 1Ha W, 7 1 , EXI ROOF HATC ---�--- CEILING PLAN t. -E EXIST -- -- - - i LEGEND I REVISIONS RECESSED INCANDESCENT L R SE N AN OESCEN i GHT r EXIST rYP 9D CEILING - _- NEW 2x4 METAL CEILING TILE GRID -_- _ _ -•-- -- -- - -- - - +--- —1-- 1 -SEE FINISH SCHEDULE FnR TYPES OF ACOOUSTIC PANELS NEW GYP 8D CEILING C210G(92 GATE WALL MT l IGNT 9102 1 JOB FIXTURE SEE INT Et.Ev -- C1WN CT CHK WUG S `� -- - SH T_. _ CEILING HT AFF �'N' ' F � -A4 �' CEILING PLAN r� O D 5 ) A1 SCALE 1/8" = 1'-0" (� waddle Design Group-1992 5 c=i I:tl IRC s T R'EE 1 3 4 Sw �fall� 1 2 OF "'4 w� ►� Ai.... ,,. •- - i•'�1;, _. '. y; -- �e.. -'.. f.:i '+wl�.'-' aw . .�FtiYt��IF•:.. . _ �1ws�aaitw- - �I�»u` I' .i..;:.:_.._ -___.._..._..-._ -. . .... .' 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YW, EXIST MVAC O1 NEW ROOF JOISTS _ _ _ l 6G , F - - - - REMOVE MANSARD EXIST ROOF i 3 SEE STRUCT PLANS , ; Ex;ST ROOF ` � JOISTS ROOF TYP JOIS 5 i - -T- NEW CLERESTORY Ins _ WINDOWS SEE I ! ,Q -= - - i i £XIST'G BATT INSUL I A2 �... v o, 2 - --BATT INSUL I BATT INSUL I - �'- STRUC'.T FORFRAMING HVAC -- 6 1 . o a ��� _ GENERAL --� l -- T 0 PLYWD NOTES A �' �- ---� --- NEW G L BM - _ - - - � .L._ _ -__- __ �� •�• 14;1• SEE STRUCT PLANS ' -► -- - - - -- I � n I HR PROTECTION TO JOIST , ' ' — NEW STL CUL 1 FRAMING TO AREA SEPERATION A NEW BATT INSULATION i" BELOW ROOF DECK Gam,' r3 THROUGHOUT NEW ADDITIONS- VERIFY CONDITIONS AT — NEW 5USPENDEO ' SEE STRUCT Pl. r 19 EXISTINGRO0FS I LL a -NEW SUSPENDED , CEILING ; i o:::::: I - NEW SU;FENDED W C� ACOUSTICAL i I ' i NEW CONC TOPPING � � CEILING B NEW BATT INSULATION La NEW EXTERIOR WALLS _ CEILING o ;I in II i i ml i '�' o OVERPLYWO OVER ' I, CONSUMER OFFICE GOFiR OFFICE FLOOR JOISTS FILE ROOM OFFICE I 01 r 103 -SEE STRUCT PLANS 504 404 204 I 505 ' FIRST FL-4 C o - ' ' - EXIST GRADE @ COURTYARD � � NO WORKNEW TIONS NEW GRADE @ CRAWL.SPACE EXIST FOUNDATIONS 1 SEES RUCOTAP ANS --- -- ------- -_---- _ -NO WORK .. .- E XIS T CONC WALL I ^ ' r - * LOWER FL• ... .. . ... .. . . .. . . . . . . - EXIST f , �---. EXIST CS TO REMAIN -SEE SITE PLAN FOR MORE INFO C4 --- A31 BUILDING SECTION- EXIST GRADE J I EXIST FOUNUATIONS A4 @ ASPNALI -NO WORK -- -_ -- - ' SCALE 1!9' i LTJ cy r O • Z B W a � O ID A4 RE-ROOF EXIST ROOF A 1 NEW ADDITION -SEE ROOF PLAN VEIN ADDITION r NEW ROOF JOISTS NE W e LL PROPOSED NEw- -- ---- Q!� I SEE STRUCT PLANS SEE STRUCT PLANS HVAC-VERIFY NEW EXT "'----BATT INSUL �*--'-SECTION SHIFTS @ SIDING `- NEW ROOF BEYOND• SEE ROOF PLAN -� CENTER OF CORP 109 BATT INSUL—� VARIES _ (kh- ...•••..B4 - NEWROOFORAIN ! EXI5T'GMVAC I I EXIST ROOF '; I - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - ----- _ - - - - - - - __ - - - - - - - - - - - - - - - - - Sim F 30TSTS -+ --- - —_-- L'' I ` I M--=------------- TSI F 6 ;I I BRACE TO STRUCT --••� AS REG . .•.. . _ — NEW G L BM ' 1-HR PROTECTION TO JOIST I 7 1 , / .: -......... SEE STRUCT PLANS -*— T ' `----NEW SUSPENDED NEW G L BM I;+�-- NEW STL COL _.__ FRAMING TO AREA SEPERA ION CEILING -SEE STRUCT PLANS SEF STRUCT PIANS - --- _ __-{ WALL TYP I I I , ;I • —NEw SUSPENDED _ _ _ _ �_.__._-. : • " � NEwSUSP r -NEW 2x4 - • ."' DRAIN SLOPES 1/4'PER FT , NEW SUSPENDED ---NEW CONC TOPPING II; CEILING i PART WALL 1 ACOUS ICAL ACOUSTICAL CEILING ' OVER PLYWO OVER NEW CONC TOPPING CEILING FLOOR JOISTS I:; {' OVERPLYWD OVER LUNCHROOM i I OFFICE NEW STL COL :I OFFICE OFFICE ~ CO� R STAIRWELL SEE STRUCT PANS - 411 409 FLOOR JOISTS 112 X09 108 I r I;;I 50ry SEE STRUCT PLANS cn 419 -SEE STRUCT PLANS -- - �� _ __-- _ - FIRST FL- 0' 0' -� -� C - �r,,MnA �" - .. ...... EXIST ASPHALT ��_ NEW FOUNDATIONSPAYING RIGID FTION INSULATION ( W RK -SEE STRUCT PLANS ���NO 0 1 NEW FOUNDATION DRAIN NEW FOUNDATIONS �`' FOR ELEVATIONS OF rmIIIIIIIIIIDRAWING TITLE I SEE STRUCT PLANS ! r`" J� __ '�`, _ __- NEW FOOTINGS LUW_ E FL tom' ._. ---- - - •- -- - -. ._. 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I rF � I .. . . . - 4 0 (175 A71 EXIST WINDOW TO BE n n REMOVED•INFILL WALL WITH WALL TYPE SHOWN -----EGYP BO INFILL WALL WITH WALL TYPE ,,,XIST WINDOW TO BE REMOVED _ L, 1 NEW 5/8' "TYPE X" UJ im ON FLOOR PLAN i OVER EXIST SIDING ( SHOWN ON FLOOR PLAN � I Z _ CONC TOPPING OVER PLYWD I r---' CONC TOPPING OVER PLYWD CONC TOPPING OVER PLYWD OVER FLOOR JOISTS SEE I � OVER FLOOR JOISTS SEE OVER FLOOR JOISTS-SEE I EXIST CONC FLOOR SLAB UJI 53 'I STRUCT PLANS STRUCT PLANS STRUCT PLANS + I CLEAN AND ENSURE SMOOTH � /1 SURFACE FOR NEW FINISHES 1 EXIST FLOOR i I --1 -- I -- _— FIRST FL- 'RST FRST FL. FIRST FL- 1 0'-0—'V 0.0 V 0'•p' i I -------• - NEW G L BM PER NEW GRADE _ 1 ' STRUCT PLAN WALL ---� SECTIONS I { i CONTRACTOR TO FIELD VERIFY DEPTH EXISTING GRADE OF EXIST FTG -1F DISTANCE FROM TOP 1 OF FTG TO BOTTOM OF FLOOR JOISTS - REVISIONS -IS LESS THAN RE NEW GRADE -- TREATED FLOOR JOISTS FROM EXIST 1 WALL TO BM PER STRUCT PLANS � ' I I , 1 i , WALL SECTION WALL SECTION '� WALL SECTION - `0 DATE l 9102 1 .a08 D l)- SCALE 1l2" - 1 '-0" D2 , ,,, , . (W) c(;AL_E 10Y" I �_0" DWN OT CHK wDG �,_% SCALE_ 1L- -U" SHT OF — — SHTS A3o2 �, (9 Waadle Design (;roup 1992 124 7150 �:�I+;i SANDFiURf-; 51 F'EE7 �. ;� , 5 ; 9 OF 4 ♦y0 A, 6p� _ -:... eta•.. yw . - s;.k::Jn.LH.:...., SY..1:.. .-..--.. .. - , IF THIS DOCUMENT IS I�ESs rtCrl!,r �r , � I �I �I � � III �II II �IIII� III Ili 1,1� llflilllrjTJ �IIII !IIIIII IIIIIIIIIIIIIII { II III � III IIIIIIII ! ! 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L@ 2-HOUR WALLS. TYP rC�--- - 5 ' SIM A6 2 N h �, 9 R'-O'A.F F- TY I R 2 LAYERS 518" "TYPE X" GYP BO NEW SUSPENDED OVEi i _ • R EXIST PLYWD EXTEND GYP BD 1 CEILING FULL HT OF INSIDE WALL � ' ��B �GYP BD SOFFIT .. 5/8"GYP BD NEW SUSPENDED CEILING < v -- -- NEW WINDOW \" -SEE WINDOW SCHEDULE I � STAIRWELL Co2o uj ;= !08 — NEW 90 MIN DOOR -_�- • 5/8" GYP 80 � g NEW CONC TOPPING OVER PLYWC! NEN EXT SIDING j� r OVER FLOOR JOISTS G � a' NEWCONIC TOPPING OVER PLYWD------� EXIST FLOOR FINISH TO BE REMOVED � ( OVER FLOOR JOISTS -- NEW FLOOR CONSTRUCTION (� rI �-- A62 �uu1 I PER STRUCT PLANS NEW FLOOR CONSTRUCTION PER STRUCT PLANS NEW EXTRUDED CURB � -- - FIRST FL FIRST � Vz / EXIST ASPHALT �~ EM 1111m, TrI W �7 RIGID FOUNDATION -- INSUL BD ASPHALT TO BE REMOVED GRAVEL FILL -SEE DEMO PLAN \�`-- NEW FOUNDATION DRAIN NO WORK i E WALL SECTIONS REVISIONS �O``l WALL SECTION WALL SECTION D @ 2 - HOUR SEPARATION WALL. Qa EAST W&L 02104192 DATE _ D 9Ia21 JOB D1SCALE IR" 1 0" 3 SCALE 11P" 1 '-0" L)w• v I DT CHK WDG SH I ____ OF SHT S A'\ .� 11 LLl Waddle Design Group 1992 r _ ,. 71117,C) SWSf-1N1)FtI IF.C� SY F:EF_ i 5 10 OF RT 24 f:A VIM "'' IF THIS DOCUMENT I'S LESS -f-ply "111I111 I � II111 IIIIIIII 1111111 III 111[1[IFT fllfl�l(i� 1111I111I1(11i�1 �IIIIIIIllllll IIIIIIIIIIIIIIpII111I1111111I1 1111I111 ' I �I III III IIIIIIIIIII III ' IIIIIIIIIZ ' APT ,� 194 LEGIBLE THEN THIS NOTA'T'ION, 1 ] I - I --_ -_I_I I' L�( I III II __-!L_ y! �I �UI 11 1 I M ..-`J a IT IS DUE TO THE QUALI'T'Y OF -" No.36 -�'•�.� THE ORIG.TNAL DOCUMENT. --- _ ---- -- - --Tqvi - - --- - - E Z T8Z LZ 97, Z bZ EZ 7 tZ QZ 6i 8i L'11117111 9t taiE6 8 9466 II II I II IIII II IIII III Illllll �llll I ll L, lll 111111 IIIIIIfllIIIIIIlllll III ►llll 1111111 I� I I, 1 2 3 4 5 3i NEWCLERESTOREY GENERAL NOTES WINDOWS SEE A2/A5 1 04 04 FOR WINDOW SPACING Y A ALL EMIST PERIMETER WALL SURF ACES TO — 6 — — — �' — � —' — -- � — — — � — — — — — -- -- --- --- - --- — - � RECIEVE NEW SIDING AFTER DEMOLITION OF ALL Q._E!L YID —_ __TYP— —_ — 43 EXIST WD ROOF SCREEN 23.7 UNUSED BUILDING COMPONENTS, PATCH 6 REPAIR TOSEREMOVED NEW FLASHING ALL AROUND EXIST PLYWD SIDING TO PROVIDE SMOOTH SURFACE 04 _ 6 FOR NEW BEVEL SIDING ENSURE THAT ALL EXIST _ I LINE OF INTERIOR 6e- .. ' - - �\` A — TY ____-_-- CLERESTORY SPACE INSIDE 02 04 Of SIDING IS ATTACHED FIRMLY Y TYP — B REMOVE ALL GRAVEL STOPS 6 TRIM AT ALL DOOR. p 01 6 WINDOWS WHERE NEW SIDING IS TO BE INSTALLED -- --- _ - 1 .. . . .... . ......, REMOVE FLASHING @ DOORS 6 WINDOWS INSTALL = - —= E ---- __ --- a o _ 5 -- - —� -_ NEW FLASHING PER DETAILS 4 h — II n-=_" - APPLY ONE LAYER A C BUILDING PAPER TO ALL a Y�pL�JN g' 4 EXIST SURFACd6 TO RECIEVE NEW SIDING _ Zy— TYP y —_ m _ —f 6 I��= � TYP - - 1 8 6 D SIDING TO BEBEVEL" CEDAR EXTERIOR SIDING 1 m EXIST GRADE —► ----'_ - 6 - -- -- --- — --- _ — __ .FJ95 F - % PAINT FINISH PER SPEC — EXIST GRADE " ll)) 8 FXIST DOORTO — --- REMOVE DOOR&FRAME. NEW CANOPY F -- REMAIN SEE DEMO PLAN NEWS ALUMA4 NORTH ELEVATION N — EXIST HEADERSIN WALL @THIS LOCATIOi' OORS&FRAME SCALE 1/9' = 1'-0" 6 ; $ N, — 2L.Q.PL3'-7 -� j - w 23'•1' w Of 0t NEW ROOFING-SEE ROOF PLAN SLOPEtl ROOF 01 ^ EXIST. WO ROOFSCREEN .—__. TO BE REMOVED NEW GUTTER&DS 3 .,. TOORAIN INLET BEYOND 04 - - .---- SLOPE GUTTERll4'PERFOOT o4 SLOPE GUTTER t/4'PERFOOT SHEET NOTES J - -:. - - - -- TYP -- -- --- -- 01 N MANSARD ROOF ASSEMBL : TO BE REMOVED N S _ -- Q N -- I i ....,�--_ _ . .. ... BOTiO EE ROOF PLAN 1 6. SIDING 2 EXISTING CANOPY AND STRUCTURE TO BE O 01 8 --- TYP —---_ ---- _ _ 6.1 REMOVED • B -- --- — — — = — _ TYP ------ -- -- ---- - -- -- — _ — — — a o TERMINATE L S _ -, F)gSr,F1REMOVE EXISTING EXTERIOR LIGHT FIXTURES ' ' NATE ELECT SERVICE SEE ELECT PLAN � Q ... ..... . _ —....... .......... PATCH & REPAIR CONCRETE READY FOR NEW GW EXIST CONC WALL PAINT PAINT W PATCH&REPAIR WHERE REO BOTTOM OF NEW SIDING TO 4 NEW EXTERIOR LIGHTING ELECT TO O ALIGN W/BOTTOM OF ••� ��� a••• SMOOTH FOR NEW PAINT t Q COORDINATE AND VERIFY LOCATIONS REO. 0 WINDOWS SEE WEST ELEVATION AREA OFNEW BUILDING ADDITION5 EXISTING- NO WORK - ._ _ -1 _ .-_ ._ . . -_ _ i OWFeRF�L- 03 B — — — — -- - - - - - — - - --- j— — - - - — -� — — — -- a EXIST v 6 SPECIAL DEEP ) ONE ACCENT CCLOR PAINT AT RECESSED AREAS oo • RFM26,81 OVEE%IST CONDUIT 06 05 � SOUTH ELEVATION °5 Z a ALIGN EDGE OF SIDING 03 OS O6 o5 03 LJ 03 OS �� FIELD VERIFY W1 WINDOW ABOVE •1oA 1, U3 l A3 \\v�J/ SCALE 1/B• = 1'-0' ---- -- --. _... _— - - - ' - -- ' - - - - '— '— ' — - - - - — --.. _ _ ..._. . — .— . _ . — . .—SEESECIi0N5� ♦ 1 (°, SHi A31 �/ 01 EXIST WD ROOF'SCREEN 01 6 --_ 01 EXIST WD ROOF SCREEN TOBEREMOVED TO BE REMOVED W m - ---: ------------ _ _ . .......- .. 4� 041�� . .. . . . : ": _.... _ 03 03 ::::::: 04 NEW CANOPY BEYOND �� Vl .. .i:.::•- ............... 6. 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B. 6. 04 ::: . . - -. . . — ' — — --- — -- — . — . .— . — - - - — — -- � PLIWD. --- -- 04 04 ..... ........ 6. 76..3. — -- — --- -- LEGEND — — ---- cc 0 i 00 SHEETNOTE I ---- g Z W EXISTING OCOR TO REMAIN ------ ---- -- -. �ra....��� .-- -- - -- - g' -_ '__S 9 - •0' 02104192 DATE _ ------ --- O 2 - BOTTOM OF NEW SIDING TO WRAP 177 9102 1 JOB � 6. - -- AROUND CORNER EVEN W/ '-' - -- 6. 6. SOf. TYP _ ___ � NEW DOOR,SEE SCHEDULE OWN 1 Di 1 CHK WCG ...................... ..... .......... 9 SIDING @NORTH ELEVATION '- FE—E- _ mw EXIST GASMETER - FED - 3 'x — EXIST CONC PAINT TO REMAIN FE] — w 'O SH'---- - BOTTOMOF SIDING TO _SOF SHTS AREA OF NEW BUILDING ADDITION EXIST CONC -PAINT - TYP -- - - - - - - - - - - - -- - _ _ _ _ ALIGNW BOTTOM OF WINDOW - - �D�R FL EXISTING WINDOW t0 REMAIN EXIST - EXIST CONC PAINT � D I 1 qEWWINDOW.SEE SCWDULE [J/,u-,\U P'. WEST ELEVATION LE; ////I'I SCALE SIB' = 1'-0' 7150 SW SRNOBOPG STF'EFi /1 _ Waddle Design Grow -1992 I I OF 74 � _ *:y.relgx-„�:va:...w..:,.�..r.. �• LEGIBLE IF THIS DOCUMEHI9INOTATMN, Ili ljl I I Ijl Ijl ljl I Il ljl Ijl1T 1j7 TITl 1111 Ij111 jl Iii 111 Ijl 111111 1111111111 Ijl�l�l I1jrj Illjl�l Ijl I�I I �I� I - 7 _ THAN �� I I 4 I �6 I �� �� �� �� I ll� ll� APRIL. —3 1994 9 t I IT IS DUE TO THF. QUALITY OF , THE ORIGINAL DOCUMENT. !'_'klt” 1111 iu111u11ud1m 11111111 jiu1111 1111111111 1111111111 111111111111111111111111111 imlmuim6ui iudulimluu Tull iu6uiliudlm iudu imlu T T uulml u ` ' a6 u iui�Nu i, 24X I 1 2 3 4 -- J F5 6' 0' 0' 6' 0' 2' 0' 6' 0' 2' u' 6' 0' 0' 6'•0' 0' 6' 0' 2 U' b U" 2' 0' 6 0' EO GYP BD -PAIN' L y L' �L� �I"rrr-► �_ �-T Tom? SSS ;LZ� I i I _ L77 NOTE PLAMAL! EXPOSE)- NEW CLERESTORY WINDOW5181. TYP \ r. SURFACES 1 i • , a t - - GYP HO CEILING l `r i o t •I I �" ____ � rJ I I �.__.-.,—.---'.� i '-' SEE WALL TYPES C Lr x I 1 3 CPPEA, ABINET t- RUBBER BASE GYM' BD FAINT - RUBBER BASE RUBBER BASE --� LEDGER h!P LAM TYP j L-- ROD 6 SHELF I I � ._ __._--�_ 1 I - � ------ - WIRE PULL. TYP ,A INTERIOR ELEVATION _ it -- - - -------- - UNDER CABINET Q SCALE 1/8' 1 . 0" (,' j i I' FLUORESCENT /` 3 �► W. LIGHT F IxTURE I I� nf7 W l ' r---- -- ---- --" - FIRE 1 RE A T E O BLOCKING ►- �� ( � IN WALL AS REGI. BACKSPLASH - --r--___ _- -- ---- COUNTER IOP 'v Aj �t RVENDING MACHINES`.- -MICRCWAVE >I- Ll r- "CROWAVE ' AND I �A5� BY OWNER , BY OWNER �i � WIRE PULL. TYP BY OWNER7UjDRAWER WHERE OCCURS_ �. I I SEE ELEVATIONA- NOFaTH WALL B- EAST W A L.L IL. AOJUS1ABLEOT . SHELF TYP - Bi7, :i ;; BACKSPLASH- ? .,� BASECABINE�• + SINN, 0 F C 1' Q RUBBER BASE ��.� - -•-- BASE•SEE ELEvAT1CN - - ; ;, CABINET WALL ,� ---_ ?-�� �;__•J C- SOUTH ,% AL,_ D- 'WEST WALL C � t N- KITCHEN CABINET SECTION �---- O LUNCHROOM INTERIOR ELEVATIONS KITCHEN ELEVATIONS B5 --- - -- — ------ - - Z a B3 SCALE � V � r P LAM WAINSCOT VVI MIL CAP HEIGHTABOVE W FIN FL IS 3'-3' SEE ELEVATIONS C5 6 05 SH1 A5 f FOR SIMILAR CONDITION r / NEW FIX DITTO 3•SURFACE MT LIGHT FIXTURES Z MIRROR 13 PANELSF•----- NEW WALL — MIRROR r WAIT.MT LT FIXTURE NEW FIXTURES 11 -f0' .0• MEN ._ r MOUNT IN EXIST 107 _ VERIFY - �� LOCATIONS. TYP NEW � -1�-•-� j- = !------ ___9 0'-----...__ _- ,� ' ` r 0 r ` P T •2 - E0V EO PARTITIONS � � t rn car) 13 A5 f oma= --$ -- e I _-1r' , �--'---- 1 jm 7q- ��ll T Y F I I m N '� ^ I ( \� i I o i " FINISH I I ` 1 �''I N m - FLOOR -- - - - s HANDICAP' PAPER TOWEL SANITARY H i_ URINAL WATER DRINKING SEAT COVER `�`' - � - � � - T P -4- GRAB BAR DISPENSER NAPKIN CLOSET FOUNTAIN DISPENSER WOMEN MEN L- t p �� T DRAWING ITL_E I � � � � �---- RUBBER BASE VENDOR 105 �----� 104 PIPESPER A N S 1 REO I WRAP HO w ATER P , .` -AM WAINSCOT _ 5'-0'HANDICAP ' P T A q q N TURNING L CAP RADUIS• TYP 4.0• - w A 4 4 4' w MISC IDIAGRAM ONLY i 1 YP 2.0' 2-0' S D , TYP - -- EXIST. RESTROOM ELEVATION TYPICAL FIXTURE HEIGHTS 5 0 ` - NEW RESTROOM ELEVATION _ PLANS N , C2i -- a 1/4 . - -- �(13 - -- -- - --,-__-. __ _ C5 SCALE NOTE SEEC31A5 IFOR ELEVATIONS SLALE 1;'4" = 1 -0' NOTE SEE L3/A5 I FOR VV SCALE 1/4 - 1 '-0 r A5 i �`-` ` NEW PARTITIONS v \\ F IXTURE MOUNTING HEIGHTS A5 1 w 5' 0' .6•`w . IXTURE MOUNTING HEIL;HTS S O . TYP ��EVISIONS A 7 1 m S N W �� ---- --- - COMBINATION a - I I %� ______. S N V __ . _ - - NIT TYP ;\, MIRROR 2 X 1U BLOCKINGtv TP - ALIGN FLUSH TO BACK 6 SIDE ,--� - - -- - PARTITION COUNTER 6 BACKSPLASH -- - IN WALL - If P LAM ALL EXPOSED \ 4_0' - 4-0' m eA 1 e ' BRACKET @ 4'•0.O C 6 6'- I `. , y - NEW WA'_L MIRROR 2. 3'-O SURFACE SURFACES. TYP ° WALL MT L r~-MIRROR r' I I MT LIGHTFiXTURES _- _-_�-._ ___ -_„�__ _ MIN STEEL ANGLE - "-" \ i 114'X 3"X 3' W/CONT c G B - G B o 5 10' 6 4 'v WELD AT CORNER L,+ ® `r \5 C D __- -- __ VERIFY PROVIDE WHERE REGI *+ - I ;� -- - - --- __ -- - m - - I --- -- - El 112M8 1P 5Nw TP rn NEW FIX TURES WOMONG \\ G3 I • - // WASHERS& z 4' NU15 TVP ,- 8-4' 1' 2 10 1 l MOUNT IN EXIST A5 f Q v_ / - --- --- - - - - - -_ .._. ____�_ - - 0 -� _-ti"--- - _ -- \, LOCATIONS, TYP I _ LAV -- i I ! U2!Oai92 OAtC D 5Nv __ 9 10 - _ - __- . _. .. _ 2 X4 LEDGER-BACK 6 SIDES ~I ~,i T.. _ i "' ivy 1 �' 91021 JOB a _._ -. - - 0wN DT CHK WOG P LAM WAINSCOT W/MTL, CAP HEIGHT ABOVE , p - -- - FIN FL IS 3'-3' SEE ELE VATIONS C5 6 D5 SHT A5 f FOR SIMILAN CUNUITII)N ---. - ---- _.__ ---- - O _- ____-._.._.__-.------_.- a I RUBBER BASE 2 WRAP HOT WATER PIPES PER AN S I REO P LAM WAINSCOT -- SHT _-- OF ---- ��+'S O W; MTL CAP NEW RESTROOM PLAN NEW RESTROOM ELEVATION Abo T OOM ELEVATION LAVATORY SECTION EXISTSNG RESTR00M PLAN , EXIST. RES R ,�. (D5) � (D2 ��__,,,, D3 D4� SCALE 1/4" = V-0" SEE 05/A2 2F OR WALL NOTE SEE C3/A5 1 FOR GA - A - _ - -DSCALE ,� - , 0 I� NOTE sEEC31A51FOR SCALE 114' = 1 '-0' .� S A�E 1/4 - 1. �,. 3 - 1 FIXTURE MOUNTING HEIGHTS CONSTRUCTION TYPES FIXTURE MOUNTING HEIGHTS 7"t1 W arl�lo nnn.nn C-n..n r Ah.. 71 190 51A1 SAINIL)L0. f;'r. 5 I REE F Z � _T 5 12 OF ''4 IF THIS DOCUMENT IS LESS �� � I I I �I � I I I I I'I t l 1 l l t l 1 I I I I 1 T t f 111 f l ! I { I I I 1 1 T ! 1 1 1 ' 1 I I I I l l l l l l l l l l l l l l l l l l ' I ( 1 1 1 1 1 1 1 I I I I I I•• I I ' 1 � � iii i � l i �Ai i � � � � i 17 l , t rt � t iii � 1 � tai ► � i � � ii � � i i � � � i � L APRIL , 28 = 1 9�• 2 3 I ' 4 I LEGIBLE THAN CHIS NOTATION, 1 --�_-_ � N 6 �. •� = j IT IS DUE TO THE QUALITY OF _ THE ORIGINAL DOCUMENT'. -- - - - -- - -- -- - - -- -� E Z AZ LZ 19T, i Z ib 7. £Z Z i�Z OZ 6i 8i Li 13i 4i bi £i Zri it ( 1 v `6 13 i L 9 �Z I��d13"� I u'�<<« ��l iii ituul >[li<i< �«<l►<<►luiiliiiiiw►ii ��►I�<<4 i�ii�i iiiliii1�iiii,i �lll«1 rr �� � ii► iii►li,�� �„i�i,iil,lii►iii►liiii�iii►�i ii >>,i �i<<ii�i ,tiiil�iiili�'ili��i�ii�ii� i iiii �i►��iiiiiil ��i� 1 2 3 4 5 R DOOR SCHEDULE WINDOW SCHEDULE FINISH SCHEDULE �'� • ODOR __ FRAME -� HARDWARE REMARKS WINDOW FRAME TYPE REMARKS Room ROOM _ _WALLS _ _ SIZE i _ _ _ __�� _� - ' __ WINDOW SIZE NO. _ NAME FLUOR BASE _N E S W CFJWNG REMARKS NO WIDiH HEIGH� THICK _MATERIAL FINISH RATING TYPE TYPE RATIN GROUP - - -_- MARK Wit)IH HEIGHT GLAZING MAT'L FINISH - -- 101 VES(IHULE ___ MA( R8tG STFT SIFT GP F' AC 2iH '" Rpt 101A T-0' 7'-0• 1.3/4' ALUM F 1 ALUM 1 STOREFRONT DOOR -_ A 9'-0' 4'-0' TIG PVC PF FIXEI) NOTES: 1 _ 102 1OBBY CPT 1 RB ___ GB/P GB/P GB;P__ 101F1 T-0' 7'.0' 1-3/4' ALUM F 1 ALUM 1A STORE FRONT DOOR - B 5'-0" 0'-0' TIG PVC PF FIXED NOTES: 1 103 CORRIDOR _ CPT-1 RB_ GB/P AC-1 A 102 3'-0' T-U" 1-314' SC-WOOD PAINT 20M B KD 20M 4 C 6'-0' 4'-0' TIG PVC PF FIXED NOTES' 1 a 104 MLNS ROOM SV RBPLJWG0/P GRIP PL/WGB/P PL/WGH'P GB,P See eievations for lam nate location/painted G8 • U C� 103 5'-8' 7'-0' 1-3/4' °C•4'JOOD PAINT 90M 8 HM 90M 9 PR FIRE DOORS U 8'-0' 1'•-1' TIG P1/G PF f=IXED NOTES: 1 -- - BLP GB/F'_-_ GB,P Sea elevat -is for laml�ate location/Painted GB � ,� 105 WOMENS ROOM SV HB PLWGB/P PL'WGd PVWr 104 3'-0"__7'-0 1-3/4' SC-WOOD PAINT 20M 8 KD 20M 6 E NOTES:2 -- - 106 WOMENS ROOM SV RB PVWGB,P GNP PL/WG8/P PL'WGH%P GB/P See elevations for laminate location/painted GB I •.Cr N 105 T-0' T-0' 1-3/4' SC-WOOD(PAINT 20M B KD 20M 6 V _ -- - I (� --' -- - 107 MENS ROOM SV RB _ PL/WGB/P GB/P _ PLIWGB V PUWGP P GB/P_ See elevations for aminate location/painted GB �. o 106 3'-0' 7'-0' 1.3/4' SC-WOOD PAINT 20M B KD 20M 6 -` -`- - 168 STAIRWELL CPT-1 RB GB/P GNP GWP GB/P AC-1/(A) New treads, risersand skirl/Paint railing- ` x n a 107 3' 0' 7'-0* 1 3/4' SC WOOD PAIN( 20M B KD 20M -6 ---- - GF 1091 CORRIDOR GPT-1 RB_ _STFT GB/P GB/P AC_1/•A ^ .rte 41 108A 3'-0' T-0` 1-314' SC-WOOD PAINT 90M B KD 90M _ 5' -_ _ TIG TINTED INSULATING GLASS 110 VFS(IHULE _ _ MAT RB STF( GBP GB/P AC-2(8) 2" we - _ _ i►�il� 108B 3' 0' T 0- 1-3/4' SC-WOOD PAINT 90M B KD 90M 4' _- TISG TINTED INSULATING SAFETY GLASS 111 JANITOR y _ E/P E/P E/P E/P _ E.IP - _ ,� _ 'AI T _ HUW BY SIJ PLILR _ PVC POLYVINYL. CHLORIDE(TUBULAR PLASTIC) - 112 l UNCNHOOM CP(•1 _ RTI; GBiP GB/P GBiF' GB/P AC-2 B -� v tl m 109 ':QI - 1_ !t' I Q NQ• __ _ - Y SUPPLIER - PF PREF1MSHED 113 KITCHEN __ SV REI_- GNP GB/P GB/P GNP AC-2 B __ - ----_ _ -_- �'' 110A 5'-4' T-0• 1.3/4' ALUM F C ALUM 1 PR STOREFRONT DOORS NOTE 2 I •r tV WINDOW �Du__ 1108 5' 4' 71-0" 1 314' Al UM F _ C ALUM 1A PR STOREFRONT u00RS;NOTE 2 1. ALL DIM'S NOMINAL) FIELD VERIFY ACTUAL OPENINGS 200 COPY ROOM CPT-2 HH - GB/P GB/P GB/P GRIP AC-1 A �� Q nj 112 T-0" T•0' 1-3/4' SC-WOOD PAINT 20M B KD 20M 8 --- - - I -- �s 1 r' -' - - 2. STOREFRONT SYSTEIWSEE SRT. A4 201 OFFICE GPT 2 RB GRP GB/P GB/P GB/P AC-t A _ �� o ,n 114 3'-0' T 0' t-314' _ E PAIN i 20M 8 E 20M F NOTE t 202 OFFICE CPT2 RB GB/P GB/P - GB/P _ GB/P AC-11(A) - �'I o w 203 OFFICE CPT-2 RB GB,Ta GB/P GNP GB/P AC-iL 200A 3'-0` T-0' 1-314' SC-WOOD PAINT 90M B KD 90M 4 204 OFFICE CPT-2 - RB s GB/F' GB/P GB/P GB/P AC-!� 200B 3'-0' T.0' 1.3/4' SG-WOOD PAINT 90M B KD 90M 8 _ - - -- 205 OFFICE CPT 2 RB GB/P GB/F' GB/P GB/P AC,-1 A 20111--31-01 7 0' 1.314' SG-WOOD PAINT 20M B KD 20M 4 _ R E L I T E SCHEDULE 205 OFFICE CPT2 RB GH/P GB/P GB/P GB/P AC-I(A) 202 3_0' T-0_ 1-3/4" SC-WOOD PAINT B KD 8 --- - 201 OFFICE CPT-2 RB GB/P GB/P GB/P GRP At,-1 A 203 3,G' T 0' 1-314' SC-WOOD PAINT B KD 8 - - ------ 204A 3' 0 7'-0"- 1 314' SC WOOD PAINT 20M B KD 20M 4 ... -- R 1P / --- --- _-- - - - f = r / ' � �----- fir'" CrJ 204B 3'-0' 7'-0' 1-314' SC WOOD PAINT 90M B KD 90M 7 RELITE FRAME TYPE REMARKS N 205 3'-0' T-0' 1.3/4' SC-WOOD PAINT B KD 8 11 GLA.'ING SIZE �_ N 206 3'-0' T-0' 1.314' SC-WOOD PAINT B KD 8 209 WAITING CPT-2 - ELL IG MARK WIDIH HEIGHT GLAZING MAT'L FINIfM - 210 F _ /P /P 207 T-0' T-0" 1.314' SC-WOOD PAINT B KID 8 --_ 1 0'0' 4'-0' 'WG 'HM P 'EXISTING, SALVAGED FOR REUSENERIFY DIMS 6 208A 3' 0' T U' 1 3/4' SC WOOD PAINT 90M B KD 90M 4 - 2 5'-0_ 4'-0" 'WG 'HM P 'EXISTING, SALVAGf_G FOR REUSENERIFY DIMS ---- �- 2088 3=0' T-0' 4' S WOOD PAINT 90M B KID 90M 8 - - \ O 3 2'-0" 4'-0' 'LNG 'HM P 'EXISTING SAIVAGEDFOR REUSENCRIFY DIMS. 301 OFFICE CPT-2 FH GB/P GNP GE�rP GE31P AC-1 A 209 T-0' T-O' 1.3/4' SC WOO PAINT 20M B KD 20M 4 4 12'-0' 4'-0" 'WG 'HM P 'EXIST Il'•t'I, SALVAGED FOR REUSENERIFY DIMS. 302 COf�FERENCF CPT 2 Ff3 GEi/P GE�'P_ GB/P GB/P AC 1 A �� I0 210 T-0' 7'-0' 1-3/4' SC-WOOD PAINT B KD 8 _ 5 4'-0' 4'•0' -WG I-NI P - NEW MATCH CONFIGURATION OF EXISTING. 3_03 STORAGE CPT-2 m GNP GRIP GNP GRP AC-1 A � W 211A 3'-0' T-0' 1.3/4' SC-WOOD PAINT 20M B KU 20M 5 304 OFFICE CPT 2 FPi GB/P GRP GNP GNP AC-1 A 21 t B 3'-0' T-0' 1-314' SC-WOOD PAINT B KD 7 - -+ -- - Q O 305 CUFICE CPT-2 FB GNP GNP GRP GNP AC-1 A _ 0 '- -- - L G R 400 OFFICE _ CPT-2 F'13 GNP GNP GWP GNP AC-t A 3C1 ? G" T 0• 1 3/4' SC WOOD PAINT 20M B KD 20M 4 -_- WG WIRE GLASS 401 OFFICE CPT-2 R$ GNP GBP GE3/P GNP AC-1 A 303 T-0' T-0' 1.3/4' SC-WOOD PAINT B KD 8 TG TEMPERED GLA 23NG/PROVIDE WHERE REO'D BY CODE. 402 OFLIC'.E CPT FB GRIP GNP GB/P GRP AC-1'A) ano 304 T-O' T•0' 1-3/4' SC-WOOD PAINT B KID - 8 _ P NEW PAINT FINISH AT(EXISTING AND NEW FRP,MES 403 OCPY CPI-2 F� GNP GELP GRP GNP_ ACt1A 305 3'-0" T-0' 1.3/4' SC-WOOD PAINT d KD 8 - -- HM HOLLOW METAL (STEEL FRAME) 404 OFFICE CPT-2 F� GNP GNP GFI/P GNP AC-1 A Q -- 405 OFFICE CPT-2 FB GB/P GB7P GE3,P GE3�P AC-1 A � Q F- 400 3'-0' T-0' 1.3/4' SC-WOOD PAINT 20m B KD 20m 4 406 CX�FEFif-•NCE CPT-2 pB GBr'P GRP GRP GNP AC-1 A � 401 3' 0' "-0' 1.314' SGWOOD PAINT B KD 8 407 OFT-CE CP( 2 F� GNP GNP GIN,P GRIP AC t A 402 3.01 T-0" 1-3/4" SC WOOD PAINT B KD 8 408 OFTICI` CPT-2 1$ Gh'P GNP GRP GRP AC-1 A U a i+ STOREFRONT - 403 3'•0' T-0' 1-314' SC WOOD PAINT 8 KD 8 409 OF=FICE - CPT-2 F8 GEJP GBiP GNP GB/P AC-t A 404 T-0' T-0' 1-3/4' E/FTM PAINT B E/HM NOTE 1 ILS L� - - No Scale 410 OFFICE CPT-2 F$ GNP GBP GB/P GRP AC-1 A 405 T-0' T•G' 1.3/4' S,,-WOOD PAINT B KD 8 n62 A4 - 406A 3'0' T 0' 1 3!4' :'C WOOD PAINT B KD 8 GLE GLAZE 41 1 OFFICE CPT-2 F}3 GNP GBP GRP GNP AC-1 A NTERIOR A6.2 -- - 412 CONFERfI'1CF CPT-2 Fa GRID GNP GNP GNP AC-1 A 4068 3'•0' T-0" 1-3/4' SC-WOOD PAINT B KD 8 - - - ------ �\ • T.LG. t F-- - - + T.LG. 413 WAITING CPT 2 F{IGNP GNP GRP GBP AC•1 A 011 - 1 T4 INT (C G @INTERIOR)4091 '1' ! P I T.L5 G -� STOtIEFRONT f -- STOREFRONT 500 OFFICE CPT-2 F*3 /P G /P /P /!y. P (C S G ) A6.2 FRAME i, FRAME T /P /P /P, --- _�,, l.�.l L0 A2 7. • -- T.I.G. / / / / 4 1 / P ' M 4 A6.2 A612 (C.S.G.) A6 2 A3 A2 y6l Al 81 INTERIOR A6.2 A6 2 FI GB/P 1' / !P /C' -- - -- @EX(. A6.2 A6 2 E -2 / / -1CPT- -- -501 1' /4' \� T.I.S.G. , � + T.S.G • ----�; +- - T.LS.G. FLCE l l l IP 1 \\`� (C.S.G.) (C.S G @ INTERIOR) �' �' 50 3Q_ / I M - - --^� -- 7 OFFICE T2 P i /P Kt / ' - C1 6. INTERIOR 9SIM ILAR ROOM ROOM � wAus �,,�. DRAWING TITLE K M A6.2 A7.1 ,� �. 4 4' C NO. NAME FLOOR BASE N E S W CEILIN(t RE11AR1(S 413 " Z:-O' /4' 1 EXTERIOR - - ------- - INTERIOH, SIMILAR D0AR ' T 3/4' WINDOW 5051 T-0" / 4 - - FINISH LE� 'tND 506 T-0" /4- SCHEDULES .. . � 90M KQ - ETC* - LE91m DQQR SCHEDULE NOTE,$ CODE PRODUCT DESCRIPTKJN REMARKS REVISIONS ALUM ALUMINUM 1. EXISTING TO REMAINNERIFY HDW GB -_ _ GYPSUM-BOARD F FACTORY FINISH 2 ALL DOOR HARDWARE TO MEET APPLICABLE HANDICAP REQUIREMENTS CPf _ _ PROVIDED BY OWNER V- - -_ SEE SPECIFICATIONS Sc SOLID CORE 3. HARDWARE TO MEET 90 M REQUIREMENTS 20M 20 MINUTE RATED E EXISTING - - KD KNOCK-DOWN FRAME -- EJP _ EXISING GYPSUM BOARD TO BF PAINTED LAM PLASTIC LAMINATE WAINSCOTE COLOR TO BE SELEC(ED - - -`- MAT PROVIDED BY OWNER -- - -- - DOOR TYPES P NEW PAINT - - SEE SPECIFICATIONS -- - --- --- -- AC-1 SUSPENDED ACOUSTIC CEILING, TYPE A - SEE SPECS FOR DESCRIPTION No Scale 5'-8' - AC-2 - SUSPENDED ACOUSTIC CEILING, TYPE B - SEE SPECS FOR DESCRIPTION At 1'-0 4'-0' ALIGN W/UCX)R VERIFY AC-3 SUSPENDED ACOUSTIC CEILING• TYPE C SEE SPECS FOR DESCRIPTgN - 1 FRAME, TYP. L 3'•0' - t --- - RB RUBBER BASE,COVED D -"--� -- - - - _- - - -- STFT - STOREFRONT DOORWINDOW- FACTORY FINISH 02/04/92 DATE DOOR ----- . � - - _ gt SV _ - SHEET VINYL 9102 1 J0E3 7.1 • - DOORS AND FRAME - TRS NEW TREADS RISERS,SKIRT ..-FLUSH D1 @SIMILAR ----- ----� OWtJ CHK WOG LEAF A1:::l 6 2 WGB WATER-RESISTANT GYPSUM BOARD + + T.C.G. @ EXTERIOR _ - D5 C S.G.@ INTERIOR - - SHT OF _ SHTS A 1 6.2 - A7,1 GLASS RELIIE (NOTE:USE WIRE GLASS AT IHR RATED (�SIMILAR CORRIDOR WALLS U.O N.) Aba2 A B Di A1.1- INTERIOR GEXTERgR D BI-FOLD INTERIOR,SIMILAR C9 waddle Design Group -1992 7 I 41,1 1601AD91 IF Ca ; I PE.E. 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I ` �� I �� I I II (IIIIIIIII i IIIIIIIII IIIIIIIII IIIIIIIII (III (III IIIIIIIII IIIIIillllllll IIIIIIIII IIIIIIIIIIIIII (III (III IIIIIll IIIIIIIII IIIIIIIII IIIIIIIII Ilii illi llllllll 11 1 llll fill Ill,Jllll .illlU 1l� 1Iu 11 1111 Illi 1fl Illllll1 will EZ Z iZ OZ 111111111111111 �I I 11111 1 2 3 4 5 CAP SHE L' CAP SHEET _ _- CAPSHEET -- T CAP S ^L' -------BUILT-UP _ ~ ROOTING _.._ / _ -- BUIL -UP IN NEE' + rr I r ROOFING _ - - __ - - - - - t 1 aA...Yrs —BUILDING PAPER 'v '-- _ _-____.._ _ _ G 5 M FLAS►�:'. BUILT-UP FGOFING '- •'i•: ` �\ - - NE W P T 2X4 NAILER Q _ _ - - - -BUILDING PAPER a I A, -�# _ _ ---- - -NEW 2x P T NAILER i i f ` '\ i _ .____ NEW P 12x 4 NA I I NEW 3/4'PERLITE FLASHING W!ROLLED --�� G S M 90 DEG 00$HEATH I ! -- (; S M 90 DEG RECOVERY Bp I EDGE _ 1 FLASHING W/ROLLEh :jr.oG PAPER I FLASHING W'!ROLLEO , I ---- REMOVE EXIST FLASH I E DGE � ! EDGE � NGUF DECK AND NAILER j ' / �' --- - _ . W RE BASKI=T (NSTA�i 1 NEW SIDING NEW SIDING NEW SIDING NEW SIDiN t ATEA DOWNSPOUT i mfr i • .a o I ( EXIST SIDING ' 150 BUILD!NG PAPER I NAILER %A1LEw' r*i STRUCTURE ; I r, 5 M C `• `_� n J I PER PLANS I I EXIST ROOF I STRUCTURE a �' I• - --- - -- SHEATH OVER 150 I 5/8'COX SHEATHING SEALANT I 1/2'PLY .Nr +. BUDDING PAPER OVER 150 BUILOINri _ PAPER z DOWPJ5POU?-- - • ,l 1 10SPLA5HBLOCK O v I ,. i SEE HOOF PLAN J 26 GA G 5 M ALIJF ,r J S W! 2fi GA GSM - IG S p `J^ ROOF EDGE @ SLOPING ROOF ROOF @ EXIST. WALL ROOF (�? NEW CONSTRUCTION FLASHING j OUTSIDE OF EXIST FLASHING OUTSIDE OF EX1: > Q AA2 I 41DING ?NG li'�� Z11 Q SCALE 3' = 1 '-0' SCALE 3' = 1 '-0' �3 _ I,i �, T SCALE 3 1 '-0 COUNTERFLASHING -- . _.. COL'N'EPF�ASHING. - -• VERIFY W A4L c, -- --- - NEU ON 4` WI) CANT STA! - - - - 4' WE) I.ANT ;DRIP - - I P—'--_ __ i r- W SOILS STACK MAT'L AS REQ 0 BY CODE , 0 ! 1 PRE F 4 o SLEEVE -• -� CO-ORDINATE ALL PENETRATIONS _____ 6 _. I , HVAC EQUIPMENT -- .+ COMPATABLE WITH 6' I FLOOD ALAN - 5 i 1 L I - WITH STRUCTURAL ENGINNEER j MIN .�.--. SEE ML.^.H rLANS -_- __ -- ^'/ � I ROOFING SYSTEM ' --. _ �•- --- -- F OR LOCATION ---- y�- / HEADER PER STRUCTURAL r ! i BUILDING PAPER- 1 GSM FLASHING _ _— + I —_� _ _- = - - -_ - - - . . ._ S L r - - - - - _ a + .` F+EMD'1E EXIST I "` REMOVE EXIST \ f C3 (�AAVEL STOP& GRAVEL STOP G i _ EXT SHEATHING G 5 M FLASHING ----- --� ROC'FING AS REJ r ROOFING AS aF No IExIST ORNEwI G S M FLASHING4'WD CANT STRIP' >- NEW BUILT-UP ROOFING �.�______ NE w BUIL T UP ROOFING SIDING I 6, NEW BUILT-UP alm 1 I �} N - -- -- ,� ROOFING �� I 3,4*RECOVERY BD _- + , 14'RCCGVE.RY BC NEW SUPPORT SET IN SEALAN' MIN �� ' �'� I 1 OvENEx1J' ROOF 1 C!vEHEv1ST CrNJI _ BEHIND NEW WINDOW WHERE ff 3.4'RECOVERY BO -� I �`� OLD WINDOWS ARE CU' OU' I Ex1s, 1/2" X 2"NAILER - �_..._.�_T...�..�., _.�.. -. - - - �. 5i8'GYP BD ` 518'GYP BO 3. - �. SEALANT I - -- --EXIST SIDING C' 1---- sxtsT :IotN� I i 1 W UPROOFING ` I V, EXIST 314`REL'CVERY BO EXIST^ROOF ST UC ROOF �- -- P T BLOCKING ROOF SYSTEM , NEN PVC WINDOW FRAME OVERCXIST ROOT STRUCTURE '" t ! BO RETURN 15EE STRUCTURAL ! EXIST ROOF STRUCT VERIFY UPGRADE REO META CASING AFTEN, .t_w UNIT LOCATION I 1 � L1 !o� w� � WINDOW HEAD HVAC CURB SOIL STACK F ETA GUTTER DETAIL - B1 B2 — B3 B4 B5 _ c� 3'= 1'-0' 34= 1'-0' 3'= 1'-0• SCALE 3" = 1'-0• SCALE 3' = 1 '-0' O d' NEW PVC WINDOW CJ NOTE -4.- FRAMEMELD VERIFY EXIST FRAME I' ___ _ r- EXIST ►n'aL� ONOIT!ONS, NOTIFY ARCHITECT 1 REMOVE EXIST SILL I'UUI :- uj1F ANY DEVIATIONS PROM T WRAP GYP m -•-' •' Tb FRAME DRAWINGS CLEAN WINDOW ---• + ` --- 'EI GYP BO FINISH cRAME AS REO TO ACCEPT �- 'f E) TRIM & SEALANT '�� j \ _r. — HEM 0 v E T CUT EXIST SIDING ` - EXIST GYP BO I '; --- EXIST TRIM 0 ALLOW FOR TRIM �� ,..r` EXIST SID(N / .� i k v V/ r,4Ew SUPPOPT SET IN SEALANT - -- EXIST w'ALL _` ! + 1 BUILDING PAPER'`" ` ! t BEHIND NEW WINDOW WHERE _ OLD WINDOWS ARE CUT OUT _4 -- EXIST SIDING cn _ BUILDING PAPER WRAP C EXIST SIDING --- _ �=- - NEW PVC WIND GW( --' — , 11 I I DOOR FRAME r !/ i _ CORNER BOTH SIDES NEW SIDING },,,�-- INSTALL SEALANT---' ��' NEW SIDING "`'-J EXIST SIDING —� NEW SIDING-' - - - �-'� �, PRIOR TO TRIM � I , BUILDING PAPER --• � CEGAR TRIM •i 2.4' NEW SUPPORT SET IN SEALANT _. PHE.FORMED I GREATER THAN - - -- LAP CORNER BOTH WAYS ' ' 'LE BUILDING PAPER, EXTEND -- "I �- �' REMOVE EXIST BEHINDNEN WINDOW WHERE MTL CORNER HIGHEST POINT TRIM OLD WINDOWS ARE CUT OUT - SIDING DEPTF+ DRAWING TIT FROM1� ` NEW SIDING '_____..._ IIt UNDER "iNDOW FRAME ` EXTERIOR SILL @ WINDOW SIDING @ EXIST. JAMB NOT USED SIDING @ OUTSIDE CORNER SIDING @ INSIDE CORNER DETAILS ci C2 C3 C4 • . • C5 ._ . . 3•= 1'-0• 3'= 1 '-0' N T S 3 = 1'-0' 3 = 1'-0" RE VISIONS EXIST 5101NG ~��/ EXIST CONC WALL EXIST CONC WALL EXIST SIDING -- 1 � H T 2X6 PL _ _--- -- EXIST WALL EXIST WALL - �+ IP NEW WALL BUILDING PAPER BUILDING PAPER F' ' 2x6 PL o NEW SIDING - - NEI-% SIDING I \, ^r- @ NEW WALL o 0 p O ° EXIST FOUNDATION' _ 1 a OR F LOOP FRAMINu _-L1 I - - PER PLANS n 1/2` I EXIST DOORFRAME IYv 1�2 i' , ,ii; --- FURR OUT La CONC D -- ! WITH TREATED t XIST FOUNDATION ------ �' NEW SIDING NEW SIDING U2/D4/92 DATE _ - � 2 MATERIAL AS REO y102 1 SOB TO ACCEPT NEW SIDING _INN DT CNK WOG 5" NEW TRIM SET IN SEALAt,. - I P T FURRING NEW TRIM SET IN SEALANT "- P T FURRING M?N I TIGHT AGAINST JAMB TIGHT AGAINST JAMB SOF SHTS EE _. ELFVATION AL TAIL SIDING @EXIST. WALL BASE JAMB @CONCRETE WALL SIDING EDGE @ CONC. WALL SIDING BASE @ CONC. WALL DE AEo) o D1 NEW CONDITION SIMILAR 02 � •_ •_ D� ,_ D4 ,_ ,- 05 •_ , 3 - i -0 3 = i 0' HEAD SIMILAR 3 1 0 3 1 0 3 1 0 ?� WaOdle Oes�yn Grol�p -199: w 71 F! all 9ANDP1_IR(' T'F'EE 1 2 3 �h 5 14 of ?4 ws _ ._..N..R..,.,.r,.o. r �T�1 1 IF THIS DOCUMENT IS L 1 I I h I I I I I I I T I I I I . - I Ess -tlr III rll III III III III III Iii Iii III III�tJt T�-rP h ?(I llI ►II I�? ! I ! 111 111 r(r'�Ji III III III III ill Ill III III Ill III I ! Till ' I j I � i ! j ! j j I j i j I I I I I ! • _ ` � � Il � i ll � ll l llllLL APRIL 28 1994 1� 2 3i I 4 5 6 7 R 10 11 1Z I LEGIBLE THAN rI THIS NOTAT I ON, �_- — i _ ^— -- 1711 APRIL"�_.-----�__.� r IT IS DUE TO THE QUALITY OF -------- --_ --- --L._ No.3s THE ORIGINAL DOCUMENT. -- ---- --- - _-- _� __ -�-- __ - -- -- -- -- -- _--- £ CZ 8Z LZflii'll ZZ6ZZ TZ OZ 6T 8I L�T9T 4i t'I £T ZT TT T 6 II it III j ► l lllllll ��11111 I III111 IIII�IIII�IIIIIIIII�II I II111 II►IIIIIIIIIIIIIIIIII I �I Il ll I oIIIIIIII I I II II�IIJ �III III► 1�1111111111�11111111111111 II 11 1 2 3 4 5 EXTEND ROOFING OvER PARAPET 6 BLDG 2X65TUU WALL MATCHExIST I PAPER (a OUTSiCA AND MEMBRANE @ INSIDE -- / - G S M COPING.FORM —SEALANT TO MATCH NEW GRAVEL - ; � I' r 22X4 P T NAILER--- \ STOP @ INTERSECTION fI ALUM STOREFRONT- - \ / — WI EXIST BUILDING � � ALUM CORNER WiNDOW MULLION FOR STRUCTURE - I _ ` - - - ALUM DOUR 6 FRAME , \ I' / I BASE FLASHING i--- PLYWD CRICKET 10 NE W SIDING ------. 1 X - W T - J I - _A-_ �-.. 1. .._ —__ _ .- .- �. A WINDOW _. UP - - - - --- _ L_- - ALUM WI SIM l `' - ,; !! NEW BUIL � _ � T- i --- SYSTEM POINT rl , T SHEATHING--"-'- --- (II OVcRPLYWD ti SUSPENDS_ --- ROOFING AC0L) I_. OVER BLDG - - -- - =- - -- - �I� CEILING 'li� - - --- -_ - 1 2 3 4 5 rR� +. PROVWL SUSPENSIuN STRUCTURE BRACE WALLS TO STRUCTURE ABOVE OFF EXISTING TRUSS CORDS 2 X 6 @ 4'-0" 0 C @ RUNNER LOCATIONS BY EXTENDING 51 UDS 121 SLACK WIRES EACH LIGHT F IXTURE PLUS I IGHT __ �1P^'• + EYE BOLT TO WO COUNTE14SLOPE HANGERS IF�, / WIRE TO MAIN RUNNERS EACHRUNNEF PRC:IDE 2 x 6 CEILING JOISTS SUSPENSIONS TRUCIURE MORE THAN 16 OUT OF PLUMB / POSITIVE CLIP 10 MAIN RUNNERS / 016'00 SEE STRUCr 0wG5 --E XISI TNG ROOF FOR BEAM TRUSSES 518*GYP so `( LAtERAI UD � -SECURE ALL BRA':ING HANGERSIO ADDITIONAL HANGERS \ BUILDING STRUCTURES ALL MEMBERS wI IN 1 1 f �`\ r-8055 RUNNERS �- - TRAPEZE m� B'OF PERIMETER FP BETWEEN _.f_ . _ _�_ -�.. DUCTWOgK 8`1112' . A STABILIZER BAR--- - \ MAIN RUNNER: - + ANO OiNER ->- F OF Q BEIWEENALL 1 _ _ _ . _. ___ 1 �__ LARGE .% MEMBERS® --- - - _. r EO EO " PERIMETER --MAIN°.JNNERS@ 4`O'O C SUPPORT - -- pBS.R'JCIIDNS Y W/Y12 WIRE 04-0'OC ALL WIRE TO BE 12 GA �} i ' SEE PLANS - --- 518* GYP BD GAO .SOFT,ANNEALEL _i't' BMAX 4.0'_0 C_-- -__ 4-0'O C_—_- FOR WALL TYPE IwATFR RESISTANT MILOSTEELWIPE$ _ _ - — I I PLUMBING wALLSI SUSPENDED ACOUSTICAL ' a�0'MA% 12'0'0 [ EA WAY F' CEILING TILE - SEE PLAN F OR LATERAL BRACING Q 12-0*0 C EACH WAY -MAIN RUNNER 10 I -- IM�k�wALLTYPEICONDITION STRUCTURE•BEGIN BRACING WITHIN 40'OFPERIMETER6 ` CENTERLINE. OF COLUMN2'FRCM( RCSSMEMBER SEE STJU^-T DWGS �`NOT USED �NO PENDED CEILING BRACING A4 GYP. BD. CEILING@WALLA5CEILING @HIGH WALL Z ( A2 Al g = ' U' ALEi' 1 0- 3'= ] CENTERLINE - OF COLUMN FROM JOISTS ASOVL I - �,` "TYPE X'GYP BO — - - ON2%4WD STUDS 5/8 /� 'ACE OF FINISHFLUSH l2, w/WALL ABOVE _ ___ __ ALIGNHEADTO._�\ ADJACENT DOOR HE AD �' --- -- H M FRAME IU MATCH $USPEk0E0 CEILING— � -SEE STRUCTT PLANS O • B EXIST PARALLEL i051RUABO E ABOVE rL_.. I "' - --- - - 5/8'HM GLASS STOP ANGLED WALL MOLD 1 SEEPLANFOR 1 . I VJ 2x6 wD STUDS LOCATION OF WALL W - _ -- - --'-SEE RELItE SCHEDULE I{ -.. .. __-• _- .._ ac ACE_.___ I , O 5!8"i VPE X'GYP BO - ` WALL P TYPE LAN DP Q LIME) W NEW RECITE HEAD / JAMB / SILL SLOPED SUSPENDED CEILING NOT USED NOT USED COLUMN FURRING B 1 62 63 65 a 3'= 1 '-U' 3'= 1' U' 3'= 1' 0' 04 ] 112'= 1' 0' 3'= 1 z W � 3 112' I z OFFICE l j ---.�— - MIL sJ 505 ALUM DOOR 6FgAME SEE SCHEDULE LOBBY 2 LAYERS 5/8'I YPE x GYP BD I YP 'I -- / I� o - S/8'•TrPE x'GrP 90 LLJ L SEE PLAN FOP( - '+ (C / WALL TYPE�/ � TRANSITION STRIP -- - - - -� -_ _------++} I :H ( I / 112' I wO STUDS . . --- 5'x 5'MTL COL. cn / I MAT -N I C --' - ' , 'APPET-N I C -_ 'SEE STgUGt PLANS v C i-_ y\�lV\Xo�aolTlalTaTr - -�� HOg12 MTL STUD 1 I RATED DOOR AND `"' o e o lY''� op°� °0 04'-WOC / . FRAME ASSEMBLY, 0 cY°0o Pao P AOA X \ . ... SEE SCHEDULE �# oa v0 00 u 0 u uI •--- - RATED DOOR ASSEMBLY -_- \ SEE DOOR SCHEDULE I 1 . / I _ . ...... .r DRAWING TITLE i INTERIOR NOT USED RATED DOOR ASSEMBLY 2 - HOUR DOOR HEAD/JAMB rI C4 THRESHOLD LOBBY C5 COLUMN FURRING DETAILS IVERIF SEE DOOR SCHEDULE C 1 ^� Ii II 3•, 1 -p• 3'= 1' 0' 3'= 1' 0' 3'- 1 -p. REVISIONS % -- RATEODOORWITH IVERIFYI MAGNETIC HOLD-OPEN - _--_ I -'1-G_. t 1 11t �\ 2%FLAT -. - - - - 3/4"PLVWD SHELF WI P•LAM SEE PLANS FOR LENGTH -- 518"TYPE x' = _ T _ GYP 80 _ __._ - -_-. _ ______ _ ___.__ _ 1l2'DIA HALF RD WI _-- _-- ( � ALIGN F ACE OF DOOR r-__-- _ -7 POST-FORMED P-LAM 5'X5 MTL Cpl I SIB' TYPE X' U WITH FACE Of WALL SEE STRUCt PLANS GYP BD C' 5/8•'T YPE X*GYP BO .I a H----- ------ CONT LEDGER W/P-LAM 3112'MiL STUDS ------- v. CHROME HANGER ROD FLANGE D -, -__ f OFFICE i _ CORRIDOR < -- --. --- - - - - :x/04192 DATE 507 103 N1 / 15/16'CROME HANGER i. 1 JOB - I--- RATED 0008 ASSEMBLY - \-� ROD II OWN 1 011 CHK WD SEE DOOR SCHEDULE FURR ROOM SIDE rE 2XBSTUDSOUiASREO �'-- ----- BRACE @ 4'-0' 0 C MA%,EVENLY � '- 'CORRIDOR CORRIDOR XIST EXT SIDING W/ ILAYER �- _ SPACED FOR LENGTH REO MTL 57U05 SH? 109 103 OF GYP BD @EXIST WALL + ------ FACE OF WALL .�• 11F _ ' NOTE ALL EXPOSED SURFACES T O SE P-L AM D1 2 - HOUR HEAD @CORRIDOR 02 2 - HOUR RECESSED JAMB _ D3 ROD & SHELF 04 NOT USED 05 COLUMN FURRING SECTION A701 g• °. 1 ._p. 3• - 1'_p• 3•� 1 -p' 112'' f'-U' 3' ] '-0' (CJ waJ01=0esigr Group 1992 SFINOHLIF6 9, REI'_ I 1 2 3 4 5 16 OF 24 IF THIS DOCUMENT IS LESS -rfrIlll IIIIIII IIIIIII VI IyI,I IIIIIII VIIIIy}I,x1pI 1'Iit lllfi IIII1 I IIIIIII TlT7T VIII hill I IIIIIII IIIIIII IIIIIII VIII 1 IIIIIII I�I I I' IIII III III III ' IIIIIII III I - ` APRIL 2n I^n9^ LEGIBLE THAN 'CHIS NOTATION, I t 11 [, I JI �I �I I 16 I �I gl I �I I }QI ��� H L V J •1 4 I' IT IS DUE TO THE QUALITY OF A°.x O.�s THE ORIGINAL DOCUMENT. IIIIIIIIIIIIIIII IiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIII IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIITIllIllII I WIIIIIIWI t 9 s e s Gttl<IIIIIIII�HII 3 4 5 1 Z, II II � II II �/ II II �\ A I I I I ��� Q , +tx y�`�0 NEW 5HGAR lUi1LL5 Ir, y•� r rvnT€ II v�� EXISTING BUILDING - \.,/q) ., EXIST• FIN15r 4 I I / yQ / NAIL TOP PLATES 70 X 38.00' I BOTTOM OF ROOF J015TS `� ; o +I; � ` SND CONNECT BOTTOM �r�1/�/��/� \ a� NEW - II PLATE TO FLOOR W' PARTITION , u> WALLS 4'-©" O.G. 41 '3 - \ s l I - S3 BASE P + 3 } go, z v J_ _� CnWITOP OF - C - - - EXIST. FTG.- , UL _ CONC. TOPPING SLAB VER:FY 1 _ `-� - I' - � W/ 6 x 6 WIA x WIA W.W.F. _ I L-- _ x( _ OVER VAPOR BARRIER NOTE -- I c4 I 0 OVER 3/4" PLYWOOD IF E/'ST. FOOT!NG TOP I i I ' �� i;i I SHEATHING W/ 8d NAILS --- ?m'-+a"> — CONT. FTG. I'-i�" WIDE x ELE /.•,TION 15 HIGHER I 1 I �- S3 0� •;16" O.C. PANEL EDGES t .��� VERIFY W/ ARCH. 9" DEEP W/ l.') "5 CONT. THAT; ..9.0©' - CONSTRUC1 - I0" O.C. FIELD- TT"P!GAL -� } I BOTTOM � MAX -C" HIGH FOOTING S3 I I I �0� (;I - - - - - 9 I , 51M (5) 2xb STUDS FULL HT. STEPS PER 11/S3 4 -© I �- it I �`'',, g3 S3 j (2) CRIPPLE STUDs� t (1) CRIPPLE 10 WINDOW' N APART ALONG WEST I i �� tai T, I I / I JAMBS ADC' � .ON WALL � 7 - I II ' I ( SIPSON HDA W/--•� � ___-- ------ � • II j 3, FULL HT. STUDS 221.©©' I - - `� -- I ! 11 I (___ 5EE t 0 --- -- � -m I I LONG FTG IU/ ( 53 _ I � - -_- - _ �S 11 1x12 O2DF 16" O.C_ 3� I_�� I I l4) 5 I f I 1 I I °�` T.OF.a 234.52'' 1LIJ © Ua - 1 I \+ ; ! , I (TYPICAL) --- - -----_� - -- I usE Ibd �N g3 \ I I I — I� g; NAILING I � 5 I6 r - r - -� BOTTOM IP's; cc (2) 2x6 FULL HT. t T.OF._ --� 53 S3 90' I 1 o_�'__ `_'1 0-✓1."_' "" ----1 o-�'— - ---+-a'-+— _ —"}-'o - - N) CRIPPLE STUD _ _._ I J L_ J L_ J L - J L_J L - J 3 L_J I I + 5 BASE 22'l.fdm' T.D.F.= BASE }E a LUNG! ROOM ' _ -J � � 9©. BM 53 I I� t 53 �-- TCP of I `� � E�,. 5,G WINhOiJS 2'-0" x 1'-0" DP.I EXIST, FTG,- Q ' � • (2) 05CONTONTG. . j ✓ERIFY 1 - SIMPSON HD'1A + l2) •5 CONT. 1 1 1 1 1 1 1 1 1 W/ MIN. (2) 2x /OV x POST SEE53 es, "�� +yC� Qp�/0<�) + 555 1x4 /T4\ I 3 / I- - -�rj�� t� '�� �y'�4i // 8 T.OF.= 23.50 O r -'r , s3 ®C F. f1 I I r— �.o� -J L_.J I I I L- -� �- - -U I I L - J L- SHEAR WALL KEY T5•t x 4 x 4 ' /` m` 53 I 6 -6 x 6 -6 x I'-6 ' L3 -6 x 3 -6 x l -© (0'-6" x 6 -C, x 1 -6" 05 LI-I-I_I_I_i I I DP. FTG. W/ (1) 05 DP. FTG. W/ (4) e4 GP. FTG. W/ ('1) 115 I _ ( I) 2r,6 FULL HT, t 1 1 EACH WAY BOTTOM EACH WAY BOTTOM EACH WAY BOTTOM CRIPPLE STUDS I I (TYp. UNLESS NOTED 9 OTHERWISE) la \ 63 -- ------T - -� -- -'- - -1 r--1 r - 5 1"43 x 13 !/. r r r r 233.50' w - C� -WALL g3 1 -+-- - --�- '-+} -- --�- - -�,�8---�-1 --}--- - ---+- .--�_. _ ---�- -+-- _ _ 1. - _ -_- _ J L! J L .1_J P L .�J L. J L J L.�.J L \ O TYP. (5) ! I 2 54EATHING MATERIAL: ------_ -- EDGE NAILING (1151-K. ALL EDGES): PLACES i I I TYP s3 1 J I /� 5'- IA T 1 1/2" PLWD. ONE SIDE - PLWD. - 86 COMMON - FIELD _ _ _ _ _ j I " �p Ul PL AGES I ( i co ' \ S3 � " 12" O.G. TYPICAL i � � K <' 9 � �� a0 - 2 = 1,2 PLWD. BOTH SIDES NAILING e i hI I I I I I� I � � �� 3 = 1/2" GYP. BD. BOTH SIDES - GYPSUM BOARD - 6 GYP. BD. SCREWS - FIELD (1) 2x6 FULL HT. t i / _ I I j tx+ 6 \ 53 / ll) CRIPPLE STUD S3 -- - -- -I I I) 2x6 CULL Ht. t - SPACING = 8" C.C. TYPICAL \ I 5 BASE w j -TTP. +� SMALL I i i?) CRIP?LE STUD '�� 1 I S3 SILL FASTENERS: — INTERIOR HEADERS .I . - SILL FASTENER SPACING- IN INCHES I fE ___ - - .._---t----t--�- (1) 2x& FULL HT. t - . _ _ _ - - _ - - _ - - - -- � _ 16 16d NAILS MAX. SP.-.,GING- 32" O.G. FOR 5;'8"o A.B. (2) CRIPPLE STUDS - ^ - - - -- -- ^ - - -T - - - - - - - - - - - - u - - - - _ DRAWING TITLE 1 1/2"� ANCHOR BOLTS 6" O.G. FOR Ibd NAILS ON EXTERIOR � I I � � I ��S ` - -e4 x 3'-0" W/ 6" EMBED 8'-0" i I S3 6x6 S T.OF.= - \x+ INTO EXIST. CONC WALL 5 = 5/8" a ANCHOR BOLTS WALLS NOT MARKED SIMPW/ 5 2x4 FLAT BLKG, l I I A35 Td fE 1 g3 I 18 O.C. SET IN HILT( Hit FOUNDATION t STR�.PS 23'.5©, I • v I � �+ . C-100 EPDXY ADHESIVE- WHERE SHOWN i 1 I I I TYP. B NEW CONC, WALLS TO GENERAL NOTES _- „'-4"t----* 11'-4": *- --11'-4"t- -,Y 1;'-4"t- --X - 11'-4"t -- 11'-4"s - - -y !1'-4"t-- - -* - I!'--!"'_ --- I c,_ 1„ -_ EXISTING CONIC. WALLS U PLAN ---- ----34'-0"t Z 10 ---- -- - - - -- - - 34 -0 ±- GFWRAL NOTE. eta DIMENSIONS SHOWN ARE BASED ON ORIGINAL. - 1• govern nota rhe General Notes mos for extent The drawing. BLDG. PLANS. FIELD VERIFY AND REv(EW Z REVISIONS govern oder al General al les a the ewtnnt Mown. P. Cnd in fi shall verify •11 dimensions and condittams thro on drawings DIMENSIONS W/ ARCHITECT PRIOR TO CONSTRUCTION. and in field. Coordinate locations Of openings through floors, roofs and walls with architectural, mechanical, and o!ectrical O plans. Notify design agency of any discrepancies.3. �r I --- - Contractor shall provide all necessary temporary support prior to cowpletton of vertical and lateral load systems. \� 4, klhore rafer.nce is made to ASTM, AI•C, ACI or other standards, the ,test issue shall apply.5. O W u - - - --- – ---- – — All work shall be in atrect coop Jlancw with the "Uniform Building WcJ Cede" lU•C> as amended by oil other state and local codes and bulldirw requirements that apply. F. Design Crlteriat Z A .__---.___. ---- O z 20 e. Basic RoofLoon.. .. . . . 8:'� pN plus drifting Per 1Y�1 U8C � - - - appendix. Chapter rti LN0 b. Floors eolllcel... . . . . 30 Q - ps1 plus PO oaf partitions JLij OS lcorrldortl. . ..1 0 psi JVa C. Wend... . . . .. . . ........ 60 m.p.h./Exposure 8 - - - --_. d. seismic. .. . ... ... . . . . . Zone !6 at7 7. Mechanic equlPment, Gothamcal and sprinkler J_ piping larger then V diameter or other ftwms producing a hanger load over 500 rhall •_ 5 a a be hung by a system approved by the design agency. Any hanger Vag producing • load over 20011 shall have additional framing installed , m --- D o to transfer these loads to the rain structural bears or walls w� -77492 ATE D unless otherwise approved. to 1. 00 Twit scale information from drawings. x �1J _ Ft LOMTIOW W o nLL JOB WV 2 DWN, TMF CHK. CSH elm 2-to 1. walpn soil pressure to '• 2000 oaf LL plus Dl., per Braun �JI to Jntertoc, inc. report. Column Tooting ewcav•tldns to be reviewed - - - - Y • licensed geotechnical engineer before placement of concrete. /1 !. All footing*i to bear on firm, undisturbed sail de approved Zvim Jrl I . _ _ -- ll� SHTS. compoctwd 1111 at • minln•um of 18" below final grade. Idottfv O�o design agency before proceM ing If any unusual conditions are V w ----- encountered at the forting excavations.Ell slop 1 �o���T ]. �o not o.cavaf,o closer than a E�1 slope below footings. y. Use smooth edged backhoe bucket without tooth to ewcavate footing ronchos, and clean oil footing ewcavatirns of 10080 Mterial by - i hand. S. Excavations may be wade under continuous foetln0■ for pipet. ackfill with 2/4" Genus crushed rock tompocted in •" Ilfts to 7S% modified Proctor wawimuw dry denatty A11TM D1997. FOUNDATION AND FLOOR FRAMING PLAN A I __ 2 © Weddle Design Group -1992 71.50 Sial S�t,11I) URC-; S I REET `7 OF ,�'4 s ., �:. .. -..,,ilee,a;, .fir• 1 :oa>aNMt, _ ..y y..ir t'at•'. J i IF THIS DOCUMENT' If.; LESS 'T�r(III IIIIIIIIIII III Illlilll IIII11i iIl I I iIT�LTT7F[11111111 I , IIIIIIII IIITTI II III1111 II ,,LEGIBLE TITAN 'PHIS NOTATION, 4 I II I I I ( C�. �,t i II I I II APRIL /_..� 11�___ 7 8 9 10 11 1� ' I T I S DUE TO T , h�-1 �-- -- -----6 --- ---�- _ ----L ---- - . ...: E QUAL,IPY OF No 36 �•y, -:-�^ l T11E ORIGINAL DOCUMENT. 8fZ LZ 8Z Z fiZ £�Z Z T�Z OZ �6 [ 8I G�T 8T 5i fi�T til Z6 L 8 9 ib £ Z TT,I IIIIIIII► III► Iill�llll IIIIIIII IIIIIIII (III IIIIIIIII�IIIIIIIII��II�ITI►I�Illllllliil ���I�,IIIIIII�Ij�► ► IIIl II I �I Ililllllll�l� lll�llll 111 I�11�11�1ill�llll�llllll�u��I1ll11llLl IIl1 W�W111111111ll1111�il�lll VIII III 1111�111� r I! , 5 s s 5.b x12 a 24" O.C. r - 5�3� 18 a c� � 84 11r=.` �1 f NOTE EDGE 5t-1. - - - + _-_- PPE• ERO, a M (3,` 2Y.1 m T`r'P. NEW j - - --- - - WINDOW HEADERS Q l (2) 2x10 I� I 0 OPENINGS NOT TO x W ---- In _ - ,:__ - E/GEED 9'-D'' WIDT;4 I\ I QU A fin Z ~I- I I I I _ EXISTING N I x I I I N .9 I6" TJI 0 3211 O.C. iv � u�� II II � X � .�- uXil ly �. Ls - Cc - (2) SIMPSON � �_ - ^ __ ! - - - _ - ^ - _ - - - - - - - -- - - - - -(3) 2x10_. - __ - - - IGLB � '/ SET 5 1/8 Y !8 CsLB - - --- -- II i -I-- - - -- - - - -. - - - - - - -- - -- - -- - _. --- - -- --- - -- -- -- - - - - - -- - -- � ON 5 I/8 x 15 7:5 C`J CJ CO ori 7 LU SIMPSON ''^5T"3( I I DII �_►- TO WALL. E BE)'O",� II l7 U 0 I I �' -- EXISTING - -- 16" TJI +o O (- all 14 I I X x 32 O.C. - s4 I I W 7 � NEW CLERESTORY 1D IZ t ni M S4 J.-.MBS 6 " o E 5 CV E3 W ,6 0 I I I sa Roof= i.2_ FLA X -' (2) 2xlp- TYP s CLERESTORY WINDOWS i Q co -- -- - -- -- -- - - - - - - -- B I I 5 1/8 x 16 1/2 CsLB - - I - i. - - O • - II - SIMPSON H'w BELOW EXIST. ROOF FR'lG, C�� NEW OFFSET tQ I ' 01 �_. II WALLS l2> 1X1© l2) 2x10 II 450,/E I I EXIST 16 6 I rn I ' c (2) BAYS ROOF (- X =t 16 9 - - /-�� cc 2x4 FLAT BLKG.is W/ SMALL S4 II I / m S4 S4 ��� 0 4'-m" U.G. 8 PARr:PET II I L_ _ - - U I -sa ALL AS _ SHOWN IN 16' TJI '35OX o 2411 Q.C.- TYP. -TAPER TO I I I I I 1 i Q GENERAL NOTES, CONT . FL�►r Roos f- - (2) SIMPSON - - - - � Q I MSTA36 `� !o _ I _ 2x6 DRAG STRUT -- c, g4 _ • Z iv (- SPL:GE W/ (2) SIMPSON I - - ( i= () I 1`19T.,36 EDGE NAIL \ II ` LD I� of ATE WOOD i-BEAMS N L -- TO ROOF SHEATH ING I 10 z Q 1. Strengths Average concrete strength as detarmined by lob cast lab X W/ 8d t9 6' O.C. I -(2) O cured cylinder to be 3000 psi at 28 days plus Increase depend! 1. All wood I-beams shall be manufactured and designed by Trus-joist W H I / MSTA36 ( lIl Corporation or a prior approved truss manufacturer to the I cc upon the plant's rtandlyds deviation •■ specified in ACI 318. = i following load requLoad ementst 6 3/4 x :7 GLB 6 3 '4-x- -7 GLB 6 3/4 x 27 GLB Test cylinders per UBC 2604 <hs shall be taken at each pour, A. Lives Load - Roof. .. ..25 paf ` _ O b. Dead Laad............16 psi II S4 I Cis I/4" G= 1 i/4', 24F-i/4 Minimum Mfx Cement e. Provide additional trusses as necessary t.• support mechanical II - I Gi a. Cement content per yards Five (5) sacks except slabs on units and sprinkler lines. Coordinate all loads and locations 4 ABOVE I r 15 Bis) I 1 C Z 0 11 �- SIMPSON HW grade to be 5-7/2 sacks. with mechanical drawings• WALL Sa II OFFSET AND SLOPED �] b. Maximum wat"Istment ratios Six sal U.S. g6.lons per 3. All bridging, bearing hardware, blocking, hangers, etc., that II sa S4 54 SoFrz:T I Q bag of cement for non-air entrained concrete and S•-3/4 connw�t.t Co Ynrt trusses shall be designed and provided by the L.S. gallons per bay for air-ontralned cancrel.. trust, manufacturer to fit the condition. Use sloped seat hangers II � _ C. Admixtures Refer to specifications. and beveled plates as required. ROOF SyEATHING !. Place and cure all concrete per ACI codes and standards. 4. Truss erector shall exercises extreme care during erection of roof S`; „ 3. 911-eves, pipes or conduits of aluminum shall not b• embedded in I I LJ,' 86 NAIL5 t9 6 ' C.C. j 1sifict i DRAG L _ Uj trusses to prevent the trusses from buckling laterally. Use PANE' EDGES, 12 " O.G. 1 �� s ructural concrete unless effectively caatad. spreader hers for lifting trusses and provide lateral bracing as II � � \\ � Sa STRu necessarv. Al, workmen are to stay off trusses until plywood I FIELD '�--.-� - I1lEINFOW ING (CONCRI 3h* rig has been installed and nailed at least twice to each II IL Reuss or until temporary bract is installed that meets t� _ ' I I \ 1. All reinsorc'nq steel to be AriTM Ab1�. rade 6U. Tock welding n1 S. Notes Installation of trusses is not to begin until all workmen -- -^- 6 TJi '}' marxslacturers' bracing requirements. I lC.C. X n � I I p n rebar is no', permitted. involved with the erection meet and are Informed oI the erection - � I 3. Fabricate aid instil: or Details steel according ti the "Manual and bracing requirements. of Standard Practice for Detailing Relnlorcec( toncrece Structures" �- 6. Shop drawings shall be submitted and stamped by a registered Ar 9tantlarc 315. engineer. Submit an iCBO report, and comply with all the II Ntn I �- u 4. Provide E'-t" x corners Corner Oars to match horizonral reinforcing requirements of the report. 1n walls in all cora s and intersections. 7. Truss manufacturer to inspect all trusses after they have boon � --------� " i� 3. Splices In 2111 and footing reinforcing shill be lapped 30 erected and sheathing, bridging, blocking, etc., has been W \ e diameters or 2'-O", whichever is greeter, and shall be staggered installed. Manufacturer to submit certificate to architect or at 1was* t at alternate bars. engfnwwr that the inspection was made and that the trusses are !n v `. Provide two (an N4 continuous baro at top and bottom and at acceptable condition and meet. with the manufacturers' design and <-.- \ 1 -- -11 discontinuous ends of all walls. installation requirements. N �- -- -6X.6 POST SROM 7. Provide dowels from footing to match all vertical mall, pilaster, �al �'-.l ; 51M�50N - and column reinforcing. Lap 30 diamot. re or 2'-0" minimum, EPC CJ 1/8 AB�'✓E TO rYl 0. I ertical wall reinforcing to be )laced 1n center o1 wall unless flT11tJCTURAL AND MiBCELLAffEOl18 STEEL `--- ..,_� -� 5 1/8 BELOW shown otherwise on the tlriwlrtgs. Nori:ontal bar may be placed _ _. wai - _ _ - -_- .- - _ -- -. - - -- - rzis is L;SE S MPSON EPG f, 11 I • er s de o vertical bars or between double vertical bars. 1. Detailing, fabrication and erection shall coMorm to the Steel (2) 2Xr7 r <) 2x6 3 1/8 x 12 GAB 5 'i8 Y �, G� B - ABO /E AND DRAWING TIrLt 9. Lap all bars ea intersectfnq footings R'-O" or 30 dlametrrs, Construction Manual of A!SC. I I whichever is greater. $. All steel to be A36 except as noted. II BELOW EXIST. ROOF FRIG. BELOW EXIST. ROOF fiR'''G. �' S!MPSON 435 BELOW A31 welds to be made by Certified Welders to AWS Standards with II 3. I � NEW WOOD FFI MSINB E60XX or E70XX electrodes. Q 6 WALLS 3 4. Bolts to be A307 unless otherwise noted. Provide standard late X 1. nil laminated beams to be Douglas Fir $4F-V4, unless noted washers under all bolt heady and nuts In contact with woad. p N II I6 6 ABOVE S4 ROOF FRAMING otherwise on drawings. per RITC 117 specification. -Appearance >�• Bolts shall Or located in the top of vertically Slottwd holes and '� II E XIST 5� ja grade to be industrial. the center of horizontally slotted holes• unless otherwise noted. II Roof 46 kei. EXISTING a I I I a. All lumber Species and •. All structural tubing to be ASTM A300, Grades B fy -- --- - � PLAN P gra es to by as ollowss I I 1 I - --- --- Its --� Z a. oiSts, booms and stringers... .. .........Di NE-19% M.C. 32" Q.C. • Bucks, blocking, bridging and mfsc.......DF 113 or Dotter _ - fl II I I C. Structural 2r and he ... . . . . . . ...........DF 0$-19X M.C. rONBTRl1CTION OBSERVATION, iNSIPECTiON AND TFSTIN(3 II II l o. Plate, sills, and headers for wall dgframing Ol. . . .. .... .. ....... . .OF Ne K.D.-13% M.C. II II �' v'ERIFY EXIST. W.• Sills, !edgers, alai• c . . ...Pres 1n BENE4AL POST LOCATIONS - or In cantsct with concr•te... . ...Preswre treated OF 03 II II REVISIONS AHPB LP-LO-68 II � ,J f. Posts••••••••••••• •••• • ..DF Ni-ltX M.C. 1. Indep.ndent testing lab to be retained by owner to provide II II Inspections and special inspections as described h rein. �' 3. Crossbridge or solid block at B'-O"••warimum•a/c for solid earn • II II � floor or roof joists le" and deeper unless bottoms of joists are 2. Contractor is responsible to coordinate and provide an site access to receive direct applied ceiling. to all required inspections and notify testing lab In time to make I - - -b - - - -- - - -1 T - - ___(3 - 77 4. Sh 4thing to be C-D grade with oxterlor glue . Each sheet to bear such inspections. I - 0 an APA stamp. 3. Do not cover work required to be Inspected prior to inspection II 0 -' i Span h rating as noted er dndicu sr Install its and being made. If work is covereds uncover as necessary. floor sheathing with Ince grain Perpendicular t0 supports and Stagg.- end joints. Install wall sheathing either horizontal or I Q vertical , and block all edges of sheathing with II or thicker 'IPFCIAL INN3rECT10NS 0 W,, - - ---- blocking. block roof sheathing where noted on drawings. iI W N 3. Framing anchors. joist hangers, post cape, etc., to be "9lmpson". 1. Required special inspections Shall be performed by an independent n i W N 6. All bolt heads and nuts bearing on wood to be provided with a special inspector per Section 306 (a1 of the Uniform Building Code II II W ZrIl Z O washer. (UBC) for the followingt II Ys/ Z - - - 7. Molts wh111 be located In the top of vertically slotted helms arttl a. During the taking Of Concrete twit specimens and placing II UJ 0. the center of horizontally slotted holes, unless otherwise noted. of reinforcing and concretes Verify reinforcing size, II 0 - - •. All Halling to be per fable 270 01 the UBC. Nails c171ed for on placement, and grade, II I Lu LU Joh Cc the drawings are to be common. Nat] heads are not to EXISTING penetrate b. During the installation of holdown anchor baits inspect ___ y __..___.__- __ I I I I I I 0 �:o the faces veneer of plywood panels. 16" TJf s -"-----��---`---- P size. I.nhe hook and Ile to reinforcing. II I I I I 3211 Q.C• _- _-- t. Cutting and notching of joists not allowed. One i►rch (1") C. During the fnstallatfon of sdMafve as+choras inspect -� JI diameter hole may be drilled 1n the Center 1/3 Of width of asMOK hole site, depth, cleanliness. and installation per M-c - depth. All other holes to be approved. manufacturers' recommendations. -----� 10. Studs may be notch.d In the lower 119 of the height of Stud for d. Visual Inspection of all structural welding, except II PLYWOOD Delectricaletal and% plumbing f pes.Stud but no part of noter$ u is to be welding done in an approved fabricator's rshop. rep cc 1, ri I n deeper than ZU% of width of stud. Holes 01 dlaMterp u0 t0 1/2 Of $. The special inspector shall provide • copy o/ their report to the II �W [ / 2 �T� D width ref stud may be drilled in studs but net in tenter 1/3 of owner, architect, structural engirteer, contractor, avid bu11d1nq II 1, /� /� n height. official. ' �yLL 'J0Q00-1.'.0l' 118 sTlalcnllwL oIOBERVAT i owls - I I I I I i W i m D W N. T M F CHK. C H II V Zoe 1 . Blructural obMrvatfona by the engineer 01 reca,d or his II i I j � .,,l=c representative Shall be required at tl;w following times during - J T n (74 constructions Z,�� �FiT. OF S!-ITS. •. As soon as the first floor Shea► wells and root ��� sheathing are 1n place, prior to Covering with any - architectural otnlshes. NORTH VN� !. The contractor shall notify the engltNer of retard four (4) calendar days in advance of completion point requiring sit• observation. i � U ROOF FRAMING PLAN U1 m CL . C� Weddle Design Group -1892 2 3M1 b y (V • t f ��c•:, :1 w-i6�1 �-�F�Ir,ahr:;l��'r::; :-> I r,:r r._T I R r)F ,`'4 ."7`.:7iYes',�.`Sr„�"a+tlJfA:.tl/Y'►�'.;... .. ;•1i- t1t^.. ..y . ..:A.,.. A i F .War. 1 IF THIS DOCUMENT IS LESS Tll IIiIIII 11111 ! 1 III Ill till III III III III 1�T T t rl 111 ill ill 111 III III ill llf �I III III III III III III III III III III III Illilil ' IiIIIII III III Ilillll III III illll I r7r D LEGIBLE THAN THIS NOTATION, I I I I 1 2 I 1 3 I �4 i 1 5 I I , 6 I I 7 I I g I I tj 10 11 12 APRIL �• 0 1994 1 40 IT I �_ - -- ----�- -�-- � ---- _�_ --�- - - DUE TO THE QUALITY OI No 3e _, r THE ORIGINAL, DOCUMENT. -t1i --�1 ' LZ8 Z � E Z7� I�U)Z6I 9�ILr 8�i 91 61 i E i T t IIT i tI 8 � I � 18 5 �fi�E I T3�XUNIIIIII tiIII ►III IIII IIII ►III IIII Illl1llll ilii IIII IIIIIIIU Illl1llll illl1llll IIII�illl IIII IIII IIII IIII Till IIII 111111111 1111111 1111 111 IIII1IIiI IIII�IIII ILII ILII LI Illll U111lllllllll111Ulllliilllllul illi I I 11 ti Ill11111l►Illlldlll ; i A r 2 3 4 g 3/4" BRC. iE W/ EDGE NAIL PLWD TO BLKG. - - - COL, BOLTS, 1 IE i Il 5Q. GONC. WAS OR (4) 3/4"0 -3 - - -- v _ — - --_ - SEE PLAN PARABOLTS ---- -_� � ��� F �� , /�% j 3/16 • -- - • �J�R ► •r. AL IGN 1 1 i • t v tr V 4 COL., BASE IE, 1 FTG. ' TS COL.- --� _ - I I ►- T ti , --- --- f - t / GEU-SAM E3M.- t -- - I (2) 3/4"m 14.8. a �, � - --- �=-------- .+ — 4 a � SE E PLAN SEE PLAPv I -x B ftG. W/ Ibd _ IN ADDITION j L� • `� J ?;i+�4 , 1 - - - - / ,i�- I'-0" TO BOLTS � FLOOR SHEATHING W; TOENAILS • Co(n' O.C. TO BM. " e)F�IOUJN ON a I \ l �` I • I • I CONG. TOPPING SLAE� - -1- SEE PLAN I i 2x JOISTS • 16" O.C. _. - -- I • • ' LAP I'-©" OVER BM - - „ ' 5 1/2" 5 1/2" " _ ►- 1 1/? 10 AV PLAN I-I COLUMN F! R. Br'I.- SEE F'L.•1N • ,3 --T---- v TYPICAL is 3/161 v !- + - • BASE IE PLAN 135' BASE IE PLAN 90' BASE IE PLAN —_ -_ -_ _ - - - _.— GLU-LAM gM._ SEE PLAN Z c2� 5,1"'PSON LPC.f� i _. 4" EMBEE! t 1 1/2" l SEE PLAN - SIMP5ON LCB s _ _.. _� -') SIDE It's 114" x 8" xGLU-LAM - 2 3/4" von } Q �-- - = 1 I/2" / - I O'-8" W/ l2) 3/4"0 MI5 BE _-7 \�\��\� _'^ / II '' _ „ rox(o POST • t cA� iyI • / t+- - 3 - SEE PL N rt w N w I _ �sROU7 SC'_ID 5 COL.- 1 acc"a ---- KERF IE 3/8" x 8" x 0'-8" SEEOW COQ. eAsk E3RG. FE 3/4 x 4 x = I I SEE PIAN w I W/ (2) 3/4"0 MB I �� BM. W!OTH . I" \ rn FOR TYPICAL -- -TT- ,� ---- 1_ WALL DETAIL 3/16 I ems, _- , BRG. IQ 3/4" x 4" x - _ _I - _ = --�I�4-- BACK F, 3/4" W/ (6) 3/4"0 SEE k _ BM. WIDTH -- -- -_ --- 51MP5ON HW _____ - • _-__� Tc , 1 • I V2 1 1/2"1 NONSHRiNK �U - SKEWED Qo '� GROUT av H.:NGER °v • z _ _ 151 1 DBL. NUTS - --- . • • • _ I i - v - - • GROUT ` l _ NON-SI-IRIN1�. i T - - — -- - - =111- \\ v ` Q v v _� NEW OR E.�'ST. CONC. WALL �--'.� � d 9EE PLAN FOR FTG. U 11 G. SIZE — - - \ 'n SEE PL 'N FOR rT 1 s'�E 4 RE INV 2 ANG REINFORCEMENT 3 K4 r5 �_- _ - � /--�� � �; S3 3/q : "-C'' TGCOLS3 S3 1.. = I'-0" KE*T' BANK e3 I" • 1'-0" KEY SANK. 83 I„ : 1'-0" KEY BANK 83 KE'1 15".,KK 3 J J n ~J 1 2Y6 � Ito" G.C.--- \•__✓ v FLOOR SHEATH;NG W/- Loon S«-:EATHINCs W-' -7 SIMPSON C5150 • 4'-0" O.G. FLGOF: SHEATHING W;' - , EDGE N:+iL 2" 2 I/?" CONC. TOPP'NG SLAB- �, CONC. TOPPING SL•+B- / Wi (12) 8d N=.'LS TO RIM GONC. TOF'PING SLAB- ` - --- 2 2 1/2' SEE PL JOIST t 2X4 ,_AT BLKG.- SEE FL IN Q I SI-- PLAN710 SPACE NAILS w 2" O.C. --5iMP5ON LTTn • 4 -0 FLOOR SHE "THING W% - P. , 21.6 e W/ F,%8' 0 ' 1 EDGE NAIL (OMIT LTT 4 SIM) GONG. TOPPING 6L '15 EDGE - --- �— A.B.2. 48" O.G. --� / IN Ems. ROW- SEE PIAN EGGS NAIL -- I � � . .5. � 48 ' O.C.0..,. L I FOR BLK. 4 STRAP 1 / W/ :3/4 0 FARABOLT 0-2 1 SEE PLAN NAIL I LOCATION t 3/4"0 - _____ ,-, 2x12 W/ A.B. FOR INFO NOT M • 4'-0" O.C. --- - ----x_ _X -(4) 04 CONT • TOP NOTED- SEE i" CV « P.T. 4xI2 LEDGER - ��� « O - - - / - (4) 4 CONT • TOP _- / B EXIST: - - y. -- -_ C> -- A.B. O.C. 1 B �\�\,� 1 • WALL --- �;�\\ \\ I an \\.�\ C - --is Z A 18" O.C. (SPACE uORIZ. • Z FL-R. JOIST W/ -- - W �\ \_FLOOR JOIST- SEE PLAN EXIST: - i // ~ _- - =x JOIST W' SIMPSON WH211 O.C. • i 8 O.C. z HANGER SUR/L 2101` � . 4 L:" • _7 -_ LB PIZ LAGER ERE LL P.T. 2x12 RIM JOIST W/ WALL �_- HT, EXCEEDS v FOR WALL 1411 3/4„0 PARABOLTS • 4�� - `- --�_ -_ ”- 4'-0' ) .� _ ___ P.T. 4x10 LEDGER I Q'_ _ REINF. SEE 10 4' 0' O.G. W/ L3x3x - - W;' 314"m PARASOL T • cc 3/16 x 0 -I I WASHERS 12" O.C. _ Z \ �� /\/, • • r 7/77/777,77\/ • • °v I cv 6 SIZE PLAN FOR - I" I'-0" KEY BANK 7 8 D RE SEE AND REINRF. 10 S3 S3 ;,� _ !'-©" K Y Bf^+NK I' = I'-o" }�>=�- ,� S3 B S3 i : 1 -0 KEY B�,NK S3 - -c," Y BANK �A ! WALL x 2-C' f _. .__. SEE SCPEDULE G- FLOOR SHEAT�4!NG W/- M �-- 2x6 STUD g ENG OF � _ 4„ 2 1/2" ^` GONC. TOPPING SLAB ;= � X' WALL- NOTGN STUD TO � OR BL • EA. FTG. `Z'p WALL RECEIVE BOLT HEADS WALL (2) 2x6 fp W/ 16d SEE PLAN STR.:P°'OING I. 4'-0" O.C. BAR OPEN'G OPEN's -_____-- ---_--- . x61 S,UG g END OF wALL- �x 6 O CMT. STUDS - - - NAILS to 4" O.C. - / ' T i t m ! WHERE SHOWN ON PLAN SEE �- SfMPSON HDA NOTCH STUD TO RECEIVE ' 2-0 HOEDOWN W/ (3) BOLT HEADS 61 Z 3/4''0 MB. INTO FLOOR SHEATHING W/ --1 EDCsE NAIL V �- ,� I $3 IL Q cn I CONC. OPPING SLAB- I P.T. 2x6 IE W/ L v ,3> 2x6 STUDS- SEE PLAN 5/80 x �Z 'U cm.:) � EDGE - 3 � EDGE N41L PEWD. ---- - - SIMP5ON HDA W/ FLR. JOIST - NA;L • A.B. 0 48" O.C. TO EACH STUD --- - f,3) %8"m MB TO (2) -- ----fit--*iq X_ -�E--- �E__ a TYPICAL FOOTING HOLDING BOLTS __ _- ___ 2x6 STUDS- EGGE NAIL SEE PLAN r v �\•✓' RE INPORG INC - a i _ 1 c PLWD. TO EACH STUD HOLDING BOLTS — • - FLR. JDIST / 6'-' `- (4) "5 CONT. TOP O (2) "5 GONT - • SEE PLAN P.T. 2x12 W/ L3 x 3 x __,/ - • I tt'� v „ 3/16 x. 0'-11" 'S HORZ. a 8' O.C. �- v __- -- - fE 3,8" x. 3" x 3 WASi-IER 1` - X ° �5 HURZ. • -- WASHERS W/ 3/4"0 H.B. C ---- -- - - ---- IV 4 - ---v- -- • O.C. F� --- -- - - ERT i5" � ��- L O.G. � I © ' O.G. _ _ c" 3 C R. v v v v v a t t P.T. 2x6 IQ W/ 5/8"0 x 10--2 i t ,'�;: c • . ..� ° 1 1/8' 0 THREADED ---- --- - I V I _3 - A.B. ® SCHEDULED SPACING �' x 15" O.G. -�,\ _ RGD W,' (2) NUTS t U_ ----- • © 8 —�- WASHER EMBEDDED ;n �- - - I"m THREADED ROD x ©_8 - - - ---- ----=�. 0 X q / • 18 O.C. ALT. / v f IN GONG. STEM WALL <'v °v c4 \ SET IN HILTI HIT - NOOK DIRECTIONS ROUGHEN SURFACE • G-!0(1� EPDXY ° ADHESIVE -- DRAWING TITLE - - - •�• - OC , — z FOUNDATION - FOR SIZE AND "� t • • ! v REINFORCEMENT ION SEE PLAN I a„ - U DETAILS SEE PLAN FOR 11 rl2 13 14 SIZE AND REINF. r15 .= - a" z FTG2 S3 !�� = I'-0" KEY BANK S3 1" , I'-+J" KEY BANK S3 1" = t'-,�' KEY BANK S3 ,�, = 1'-4'' <5Y BANK �, I MAir 3 .-- 3 ,4„ CHAMFER- T`r"P. • 3/4" CHAt`1FER- TYP. SLOPE I • ' z REVISIONS 'p FOR INFO. NOT D E D SEE "4 i =3 • i8" O.G. "5 r ii 118" D.C. - --_ \ eS3 _v ALT. HOOK DIRECTIONS ° OW. . .- . opq, �c (2) "5 CONT. / "5 NOR:.. • I8" O.C. W n - - `�S` 2 r (2) 04 CONI. 4"m 'WEEP HOLES • GRAVEL - -� GLR «/ - 4' m WEEP HOLES e Zo - -. .._. a 8'-©" O.G. BACKFILL 8' ©" O.C. . 'r _ U SIMPSON - / - /,. PERF. DRAIN _ � W 1 - FOR RETA,NING LTT19 +� • «4 NORZ. 9 la" OG. 1 GONG. PAVEMENT- PIPE W/ _j'_) � - ---- X G' �� WALL LOCATION 0 ig 4'-0d ' O.G. X / SEE ARCH. Q ? U. FT;r-T DRAIN - 2x4 KEY SEE GI'✓IL PLAN '' CCROCK W:' 3,'4"0 AB. I WRAPPED ` - - -� 6R,4,/EL 0 IN FILTER y\j ��'� P.T. 4r.1© LEDGER '�//.�//` • FABRIC v /��/� o n W/ 3,14''-b A.B. • P�>GKFILL `,J CONT hw- 2 4/ 92 ATE 12 O.C. - `fl i 2? "5 i Q oLL 00000-0.00 JOB ROUGHEN _- �. 2 SURFACE �, DWN. TMF CHK. CSH jj v l xwI J° • • t- l �0 FOR SIZE 4 -� - 3'-6" IF "H' - __�` �I �, �z RE!NF.. SEE `9 GREATER THAN v / i aD3n PLAN v Q zvi;; SHT. _ OF _ AHTS. 4 -© r� 2'-0" IF 'H' °v • O;o • • v v • • v v LESS THAN p 8.. 8" ' n w rl6 17 - 6 ^ -- o ' S3 1„ = 1'-©" _Y BARF S3 I, , 1'-0" - E� BAN a � C; Weddle Design Croup -1992 Q_ 5 715c.) E;W ',a A( jr)I`•l-lR�'ta r-I P.EET 19 OF .ria W j IF TH I 5 DOCUMENT IS LESS TI I I I I �I I f III III III I , I I I I III III III I I f 11T TT77-P f l 1 1 I i l I l i l 11 III III1Il T1 1IIIIlilI ILEGIBLE THAN rrris NOTATION, 1 I i 2 3 4. I 15 I 16 I �L7I � Q 1�I 11 I 12 APRIL. 2 3 1994 IT S DUE r0 rHE. 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TJI JOISTS W/ - - -- � PL N _�-- --- TJI BLOCKING WEB STIFFENERS j fit/ SEE PLAN ____.- _� AS REQ,'D __ _-f--� - EDGE N041L 3/1(b = TYP __ I BEVELED 2x6 fE r 5�- MANUF. - - SPLICE TOP fE LU,,'-- \ -----�- �2� 2x6 BE rELEG TOP (E - 216 6 (0 C.G. _ �--- SIMPSON M5T,43(o - --- SPLICE W/ SIMF150N MSTA36 �' A � - -- _ - --+ • --I •1 _ - - - -�- TJ! BLKG. .x6 STUDS ID 16" O.C. 2x W' Ihd +0 6" O.C. BEVELED 2x6 fE -� fE WH SILL NA!�iNG SEE SG,~E�T~ vG • - A � �� - - I • -- 't- --j- +- W, 16d NA 5 PER SCHEDULE �<•,r- 1 ----- EDGE Na IL --- - ---- 6.. O.C. -- �- -_ - _ - -EDGE NAIL (2) 1/4" SIDE fE's I I x 8" W/ ("4 I� i I I �-- GLu-AM E3EAM - - - -- - - -- ��� sea SE E PLAN 13/4" o M.B.'s I I I I/� ---- ---- ---- ------- • �x I IE'S 1;4" I I � BRC. R 3/4" x -- _ , -----------' ---- - -- . - 8" - - 8" W/ (2) 3/4'' m EX15T. TJI JOISTS __ • B'°'1. WIDTH . I" ! I l_ T I I I I M.B. S ROOF SHEATHING t OTR GG RIS BEAM- SEE PLAN •Y �.IMP54N MST,=+36 E 4 SLOPE BEAM SE.a I _ END OF NEW GLU-LAM t CANOPY HEADER TO TOP IE K..> - WALL FRAMING ----- ---- �- ExIST. TJ. JOISTS � I ! TO M.;TCH F3E.;M I I iN STL. COL. -SEE PLAN 5�_OAE I I BASE fE 3.'4" x ---- OF E,%D WALL - ROOF SHEATHING t c BM. WIDTH . I" -- _. - _-- EDGE NAIL WALL FRAMING y NE LU GLU-LAM BEAM -- -- ---- c COLUMN - SEE -- - -SHEATHING SEE PLAN -- - ,. I I PLAN 1x6 +� 16" O.C. 'N . .. SEE SCHEDULE -- - .,r- NEW INFILL AREAS Z v + BEAM COLUMN CONNECTION 2 4 4 I.. I�_p�, I.. - ,, � , � = iG0 -p" Y Br• 1' z I'-p ' Y Br-I z I J ` u - S'MPSON ST!? ACROSS EA. JO'ST w " .x4 rLA BLKG. TO 5 O.C. FOR (?) BAYS 9©« FEL' ABOVE \_✓ u EDGE N:+IL PLWD. TO BLKG. 2x8 BLKG. W/--, 2x.4 FLAT BLKG. • 4'-0" O.G. EDGE NAILZ. - - SIMPSON HUS \ TO BRACED BAYS EDGE BM.- H4NGER EA. I 1' T SEE PAN EDGE NAIL END TO _ `� �vGE N.-.�� P�.WD. O BLKG. FOR FLAT BLOCKING -: LOAD -_ - SEE PLAN FOR INFO NOT __ ___ ---------- ------- - ----- -= TRANSFER . . �.S NOTED- SEE BLKG. SEE SCHEDULE (2) SIMPSON (6) 16c1 H3 • EA. , M STUD N HEADER --- ----__ _ _ (3) Ibd NAILS - _ - TJI JOISTS TO FULL HT. STUDS 2x6 STUDS ----- I_� 0 16" O.G. SEE PLAN L (� 1) 2x6 CRIPPLE - TJI JOISTS- I 2x6 ' -� X Q M - 2x 16" OC. MAX ` 16' O.C. ^ Y_ B ! I r STUD EA. END OF EDGE NAIL SEE PLAN - HEADER r / 0 Z --' '�- 1 ---- - WINDOW 2x fE W,' 1C0d 9 (o" O.C. SEE PLAN - SHEATHING O _ . - - ------ - - - SEE SCHEDULE © O OPEN G - / �\ - S 2X6 FULL HT. - EO ST, TJI JOISTS 2x-* BRACES 0 -{\ / Ww -' STUDS EA. - ROOF SHEATHING 4'-0" O.G. WINDOW .;AMB - 2x4 FLAT NAILED \ O - (2) 2x6 SILL fE — TO TOP W/ !bd i 6 ' I(vd =_�_, �2,� O.C. 3 2x6 i�:�" O.G. m z U - - OF NEW SIMPSON AM END I ( cr �_ '--- _ -0. - - -- - ,� - 5E GDWAL ER O TOP fE OF LSTA18SIMP5N --\ MIN LOPE _ Q 4x6 n fL.L FL LSTAI$ lii N _ _ ALL ALL.NC', --- (4) 10d E4. -2x4 F) X C1_ERE5TOR'1' 6 O.C. 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