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11157 11159 11161 11163 SW HALL BLVD-3 1EI, r ,Y. r. , SPECIAL IrJ s��-C rlorJ F" .i f;�tLD�� •�,r�' ,.., f _State of Oregon_S�rUCtur;d Specialty Codov;l l-I;;, r. ► �:P• ,;;:. Concrete and Reinforcing Stool 4� �•.� "ta Inst. .'.::I In Ccncrita PORTLAND, EGON • C Special C�!:r.. �..t•Re:Istinp Concrete Frame) U Reinforc`I,„ Stool 3 ftestresslny Steel Tendons of Structure,!:'.'3lding Bolting �-- CL O ►d;:,n!orcad Gypsum Generate at Siouare 4L � 9 O Insu:ating Concrete FIII � 111111U Partne rs or ®r O Spray Applied Firn �,sslstive V:,teriale Lj ircn nity Housingcn O Pilinpa,Drilled Piers and Calssvne . 0 Alirnmr Com-", O Spacial Grading, Excavation and Filling ~ • O U . O in+oile�ontrol s;yata>'ta �. LJ Eflha IrtapaoGcna � .� ��5rlu.�t�� ; - 4 ABBREVIATIONS: PROJECT" TEAM : PROJECT INFORMATION - _ DRAWING INDEX: _ OWNER: CODE INFORMATION SITE / BUILDING INFORMATION: ARCHITECTURAL: STRUCTURALCr A.B. ANCHOR f301T E EAST I.D. INSIDE DIAMETER 5. SINK OR SOUTH COMMUNITY PARTNERS FOR AFFORDABLE DOUSING STATE OF OREGON a% EDITION STRUCTURAL SPECIALTY SITE LOCATION: A0' COVER SHEET c Q AMR AF REVIATION EA EACH INFO INFORMATION 9020 SW BURNHAM ST CODE - EASED ON U B C. 1997 EDITION 51.0 STRUCTURAL NOTES LEGEND.+ AND SGHED�,.ES S.C. SOLID CORE A.0 AIR CONDITIONING E F5 EXTERIOR IN56.A7ION INSUL INSULATION SECT SECTION 11157, 11159, 11161, 11163 HALL BLVD. SI.I SHEAR WALL SCHEDULES AND DETAILS r PORTLAND, OVf^, 97223 A 0 AREA DRAIN AND FINISH SYSTEM" INT. INTERIOR S.G.D SLIDING GLA55 DOOR (503) %b-2724 APARTMENT BUILDINGS A,B t C: TIGARD, OREGON Al.I SITE PLAN ADJ. ADJUSTABLE E. EXFANSION JOINT T A1.2 �' - "NAILS , FOUNDATION ., JAN. JANITOR `-� SHELF CONTACT: JI_L SHERMAN OCCUPANCY GROUP: GROUP R - DIVISION I 52 BLDG. A- AN., ?Nfift$p4'FRA."l,trG_P.AN - CONSTRUCTION TYPE V - ONE HOUR TAX MAP tt'S: � 52.2 BLDG A- BIRD FLOOR FRAMING AND ROOF FRAMING PLAN A.F.L ABOVE FLOOR LINE ELEC ELECTRICAL SHR SHOWER 13 AILS A". AGGREGATE ELEV ELEVATION OR ELEVATOR Jr. JOINT SHT SHEET QRC1-IITECT' ALLOWABLE FLOORS:• 3 15135DA-4600 A.H.0 AIR HANDLING URI7 EP ELECTRICAL PANEL SIM. SIMILAR ` SITE AREA 36,722 50, FT, A21 $23 BLDG. B- FOUNDATION, 2ND AND 3RD FLOOR FRAM NG, ALT. ALTERNATE EQ EQUAL LAV LAVATORY CARLETON + HART ARCHITECTURE, PC. PROPOSED: ! t2 0 PLD(, G v A FIRST FLOOR PLAN AND ROOF FRAMING PLAN LT. LIGHT S.O.G. SLAB ON GRADE ) 371 NW EIGHTH AVE. BLDG FP: 10 619 5Q. FT. / 36 722 50. 7. ■ 30% A2.2 BUILI)ING A SECOND FLOOR PLAN AL. ALUMINUM EQUIP. EQUIPMENT S.G. SAFETY GLASS ALLOWABLE HEIGHT � FT � � 524 BLDG c- FOUNDATION, 2ND FLOOR FRAMING AND A.P. ACCESS PANEL L.WC LIGHT WEIGHT CONCRETE :)ORTLAND, OREGICIN 87209 PAVING: 14,7% 50. FT. / 36,722 $0. FT ■40% A2.3 BUILDING A THIRD FLOOR PLAN E W EACH WAY SPEC SPECIFICATION (803) 243.2252 PROPOSED: 32-10 (BLDG, B) AND ROOF FRAMING PLAN A.T. ACOUSTICAL TILE PANEL E W.C. ELECTRIC WATER COOLER MANF. MANUFACTURER SIM SHELF AND ROD CON ACT: BRAD SIMMONS BASIC ALLOWABLF AREA 10 '500 50. FT. PER FLOOR LANDSCAPE: 11,105 `50. FT'/ 36,722 SW.FT. ■ 30% A24 BUILDING B FIRST FLOOR PLAN 52.5 COMMUNITY BUI.DING FOUNDATION AND ROOF EX EXISTING 50 SQUARE s A2.5 BUILDING 5 ZECONO FLOOR PLAN FRAMING PLAN B- BOTTOM EP EXPOSED OR EXPANSION MAX. MATERIAL S.ST STAINLESS STEEL TWO LOOKS (x2) 21,000 S0. FT. MAX. MAXIMUM BUILDING AREAS: A2.6 BUILDING B THIRD FLOOR PLAN BD. BOARD EXT. !EXTERIOR 5T STAIN CONTRACTOR: sPRINKLERING (x2) 42,000 Sa. FT. MECH. MECHANICAL SEABOLD CONSTRUCTION CO. INC. PROPOSED: BUILDING A: Ib 341 50. FT.& N;ai A2.7 BUILDING C AND COMMUNITY BUILDING PLANS 53.1 FOUNDATION DETAILS B.F. BIFOLD MH, MANHOLE STD STANDARD 25,912 50. FT. �� 02.8 HULL AND GEIL''NG TYPES 53.2 SECOND FLOOR FRAMING DETA,S 9LDG. BUILDING F U. FLOOR DRAIN STL. STEEL q%5 SW ARCTIC DR. BUILDING B: 7,381 SQ. FT. M.O. MASONRY OPENING BLKG BLOCKING FDN FOUNDATION STRUCT. STRUCTURAL BEAVERTON, OREGON 97005 53.3 SECOND FLOOR FRAMING DETAILS MIN MINIMUM BUILDING C: 2,190 50. FT.,; A2.9 ROOF PLANS �•d B.O. BY OWNER F E. FIRE EXTINGUISHER SUSP SUSPENDED CS626 - 8060 COMMUNITY CENTER: 6% 50 FT. B.O.F BOTTOM OF FOOTING F Et FIRE EXTINGUISHER CABINET MTL. M��- S.V. SHEET VINYL CONTACT: LARRY DIDWAY FIRE SPRINKLERS MEETING NEPA 13R AND ALARMS !N COMPLIANCE ELECTRICAL. WITH UBC SECTION 310.10 WILL BE PROVIDED IN BUILDINGS A B 4 C TOTAL: 26,6% 50. FT A3.1 BUILDING A ELEVATIONS B.0 BUILT UP FIN. FINISH � � N. NORTH UNITS: 26 TOTAL UNITS A3.2 BUILDING B ELEVATIONS El.I ELECTRICAL SITE PLAN F.F FINISHED FLOOR T TOP OF TREAD LANDSCAPE ARCHITECT: N.I.G NOT IN CONTRACT COMMUNITY BUILDING: A3.3 BUILDING C AND COMMUNITY BUILDING ELEVATIONS C.H. CONDUCTOR HEAD F F E FINISHED FLOOR ELEVATION T B.R TO 9E REMOVED MACDONALD ENVIRONMENTAL PLANNING OCCUPANCY GROUP: GROUP A - DIVISION 3 CIVIL: C.J. CONTROL JOINT F.W. FIRE HYDRANT N0. NUMBER T/G TONGUE AND GROOVE 1022 SW SALMON STREET SUITS. 222 PARKING: NOM NOMINAL ,, 31 TOTAL SPACES CI.1 EXISTING COND!''ONS pAN CLG CEILIAGi FLASH. FLASHING, T.G TEMPERED GLASS PORTLAND OREGON 9720 CONSTRUCTION TYPE: V - N A4.1 BUILDING SECTIONS N.T.S. NOT TO .�CA!J: (503) STANDARD: 17 SPACES CLR. CLEAR FLOUR. FLUORESCENT T O.C. TOP OF CURB CONT 2'x4-1225 ALLOWABLE FLOORS: ! I ( ) ) 04.2 WALL SECTIONS C2.1 GRADING AND EROS T P C P. CEMENT PLASTER F,O. Fi1RN15HED BY OWNER T.O.F. TOP rc FRAMING AC JASON KING 1 INCLUDING 2 ACCESSIBLE ON CON ROL LAN O DA OVERALL T PROPOSED: COMPACT: 13 SPACES A4.3 WALL SECTIONS COL COLUPIN F.O.B. FACE OF BRICK O.P. TOP ur PLATE BICYCLE PARKING: A�i,4 WALL SECTIONS C3.I STOR!" SEWER PLAN O.G ON CENTER ALLOWABLE HEIGHT. A0 �- CONC. CONCRETE F.O.C. FACE OF CONCRETE O.D OUTSIDE DIAMETER T.O.PLY. TOP OF PLYWOOD CIVIL: CONN. CONNECTION F,O.F FACE OF FIN15H T O.S. TOP OF SLAB PROPOSED! 12'-b' ' SECTIONS C3.2 SANITARY SEWER AND v,A-ER PLAN �+ OFF. OFFICE DL ENGINEERING MIN. REQUIRED: 13 SPACES 04.5 WALL BASIC ALLOWABLE AREA, i 000 50. FT. PROVIDED; 13 SPACES CONT CONTINUOUS F.O.I.C. FURNISHED 3Y OWNER/ 014.D OVERHEAD DOOR T.O.W. TOP OF WALL ?� NW DAVIS ST , SUITE 402 , �� 04.6 WALL SECTIONS C.M,U CONCRETE MASONRY UNIT IN5TALLFO BY CONTRACTOR OPG OPENING TP. TOILET PAPER DISPENSER PORTLAND, OREGON 97209 PROPOSED: 6% 50. FT. C4.1 TYPICAL WATER DE-A LS .� CPT CARPET F,O.I.O. FURNISHED BY OWNER/ r1PP OPPOSITE T.S. TUBE SECTION 503 225-1679 cost •- A5.1 STAIR DETAILS C4.2 STORM 5r"itiER :)E-AILS �� COUN,'-�-•.� INSTALLr.G BY OWNER P PAINT TTP. TYPICAL I A`'�: "NR� DAIZLinG. CS.I ODOT STREET IMMPROVEMENTS CT CERAMIC TILE F.O.M. FACE OF MASONRY A5.2 EXTERIOR DrAILS CONTR, CONTACTOR F.O.S. FACE OF STUD PF, PREFINISNED U.O.N UNLESS OTHERWISE NOTED STRUCTURAL: A5.3 ROOF DETAILS C5.2 TYPICAL ODOT STREET DETAILS FP. FIREPLACE P.L. PROPERTY LINE CONLEE ENGINEERS INC, ZONING INFORMATION: ASA WINDOW AND DOOR DETAILS DBL. DOUBLE F R.T FIRE RETARDENT TREATED P,i,AM, PLASTIC LAMINATE V.B. VAPOR BARRIER 1308 SW BERTHA BLVD. TIGARD ZONING CODE A5.5 INTERIOR DETAILS LANDSCAPE. DET DETAIL FRMG FRAMING PWD pLYyr00D V.C.T. VINYL COMPOSITION TILE PORTLAND OREGON 97219 ZONE DESIGNATION: R - 40 OF DRINKING FOUNTAIN FT, FOOT OR FEET PR, PAIR VERT VERTICAL (503) 244-0579 A6.1 ACCESSIBLE INTERIOR ELEVATIONS L..' IRRIGATION PLAN DIAG DIAQAAL FTG. FOOTING VIN. VINfL SITE DEVELOPMENT REVIEW r: SDR2000-00021 ,, PRPT PARAPET CONTACT: JAMES MEESE Ab 2 INTERIOR ELEVATIONS L1.� LANDSCAPE PLAN j.i 06.3 INTERIOR ELi VAT ONS SURVEY AND PROTEC ION PLAN DISP DISPENSER FLIT, FUTURE P.T. PRESSURE TREATED L1.3 FREE T DIA. DIAMETER �, GAWt GEOTECHNICAL: T '' •� D1M. DIMENSION Q.T. QUARRY TILE W.C. WATER CLOSET Ab.4 INTERIOR ELEVAr''ONS LI 4 REE "1' IGATION FLAN GL, GALVANIZED A6 5 INTERIOR ELEVATIONS �� DOWN �' GLASS WD WOOD 3910�NE TENTH AYE GEOTECHNICAL SERVICES D.P. DIMENSION POINT G,M U GLASS MASONRY UNI' R. RADIUS OR RISER AM WASHER t DRYER PORTLAND OREGON 91212 DR, DOOR GYP GYPSUM R.B. RUBBER BASE W.G WIRE GLASS (50-1) 282'- 1,152 AT! BLDG. A 157 FLOOR- CLG. PLAN/ ELECTRICAL PLAN DS. L'1kM15P0UT RD• ROOF DRAIN W.H. WATER HEATER ACT JOHN CUNNINGHAM A7.2 BLDG. A 2ND FLOOR- CLG. PLAN/ ELECTRICAL PLAN >4. DRAWING H.B. HOSE BIB REF. REFERENCE WP. WATERPROOF 07,3 BLDG. A 3RD FLOOR- CLG. PLAN/ ELECTRICAL PLAN CITY OF TIGARD •� D.W. DISHWASHER N.C. HOLLOW CORE RFK. REFRIGERATOR W/ WITH MECHANICAL I? ELECTRICAL: A7.4 BLDG. B IST FLOOR- CLG. PLAN/ ELECTRICAL PLAN Ant ro-d �' �� HDR• HEADER REO, REQUIRED OR REQUIREMENTS W/0 WITHOUT INTERFACE ENGINEERING 07.5 BLDG. B 2ND FLOOR- CLC. PLAN/ ELECTRICAL PLAN H.M. HOLLOW METAL REV. REVERSE OR REVISED W.R.G.B. WATER RESISTANT GTP. BOiARD y,42 5E LAKE ROAD 07.6 BLDG. B 3RD FLOOR- CLG PLAN/ ELECTRICAL PLAN til•1' 2001-00012 HORIZ HORIZONTAL R.O. ROUGH OPENING WSCT. WAINSCOT HT. HEIGHT RM. ROOM AT WEIGHT MILWAUKIE, OREGON 97271 R . S ROD ! SHELF W.W.F. WELDED WIRE FABRIC CONTACT OM6 NABIPOOR A7.7 BLDG C AND COMMUNITY CENTER- CLG. PLAN/ ELEC PLAN BLIP 2001-00150 -1111152 -1111153 --1111154 Ab.I SCHEDULES 11157, 11159, 11161, and 11163 Hall Iih-& asKr - w DRANING SYMBOLS _ MATERIAL SYMBOLS: ------ - ----� �- - -- - -- - -- ------ -- VIQIN1TY MAP: DESCRIPTION $�M�QL Pf% IFF'[[IION SYMBOL Qf RIPTION DETAIL REF19RM- F SYMBOL A GRID IDENTIFICATION SYMBOL EARTH / COMPACT FILL ROUGH CARPENTRY (BLOCKING) SITE - - - -- - - DAMPROOFING / WATERPROOFING J In- WALL x SECTION REFERENCE � GRANULAR FILL / GRAVEL FINISH CARPENTRY �� sK sYF�q, EE] DOOR SYMBOL DRAINAGE FILL [-.__ - - MORTAR- GROUT �. .4 - I X CONC`cGTE PLYWOOD \ SYMBOL III . SrCTION REFERENCE 01 REVISION REFERENCE SYMBOL zi 21-011 - MASONRY INSULATION Dit:NS10N LINE - FACE OF STUD - U.QN. x - x ELEVATION REFERENCE SYMBOL x " STEEL/ METAL RIGID INSULATION ,� SIM J (PROTECTION BOARD) / ! 3 A� WALL TYPE REFERENCE SYMBOL (CONTINUOUS) TRY GYPSUM BOARD / Q 'n Z _ • DIA WING IFF` OnM Z . O 11157159161163 Hall Blvd „+ Ot•000128UP2001-001501152115 A(.)J �1�� 7 e rM 1 of 55 GI - rvw Cm I!IIIIIII IIIIIIIII I1111m I!IIIIIII 111111 1, 1111111 111 1111 11:11 Illi Ill �II11 1illl�Illl�illlllllljliulllnllltl�u{I 11111101, I}�uIlII11I�Iln (uIIInI Iltl�l It Inl�nll uuIull uulllu uIIIn11111111111414-111�ini nll�ull un�Ini Iuilnll ung Ill IUIIIIn •T 100001 CSN ID 1 O 11 1>3 1 J 14 I I a 1 iltlr IIA 21O 211 2152 1 I 1 I I I _ 23 Ito 115 08 R7 28 29 30 �x , 1 : , , y J, - : - r� YiY 4 �J~WILLIA F. HAR I, IR ; ACCESS ROAD TO ST. JAMES APARTMENTS PWLAMD, OREGON OF • L U a Q L-L N W " cr N SEE CIVIL FOR © U CURB CONFIGURATION W -SITE PERIMETER FENCE uj I- ---BENCH - PROVIDE CO1`1C. - lIASE - SEE LANDSCAPE I _ • PLAN FOR LOCATION _—NOSE BID , H E BIB NOSE BIB cc11 " t " bf_ I U g Z4 0 A i D -i 0 I cr — I � I z BOOM FINISH GONG. ENTRIES NTRI S SHOWN - TYP. • ENTRIESES I h ROOM FINISH CONC. W/JOINTS ( m • Z'-0" O.C. EA. WAY - TYP. -`— I • ENTRY WALKS BROOM FINISH CONC:. W/JOINTS _ _ IL• •! I BUILDING - • V-0" O.G. - TYP. • MAIN WALKS v C Z• _ 4 __ --- EXPOSED AGGREGATE GONG. EXISTING IS�� AI °� d�jl N Q I RIGHT-G 1 WAY W/JOINTS • V-0" O.C. EA. WAY - TYP. • PATIOSr I I S I I � I PROPERTY LINE w , BROOM FINISH CONC. W/JOINTSI I I I AND EDGE OF WALK AS SHOWN - TYP. • BICYCLE I I I ENTRY TRELLIS I PARKING I I I I i 1 1 I I NOS BIB N EBI I I ! 20'-0" �! I ISI I p , i Q h--11 r ? t` - 01 V _ Ih- �I (VERIFY) I► - n - t I IL 0 r--1 0o I I Q 'r I '1}, . �j v LIGN �12: w I DIKE RACK (2) �S I I �� ru ��-�'" wIKE RACK (2) .. • �i NIGH BTL. PICKET , I LJ ^I l r s AI.Z PENCE AT ALL PATIOS- b I 4 - ca �� I p l e0 41w b- lU I TYP. • 17 IS TYP. • I I I 8 I —1 M TYP. Zo' 0 Ai.2 AI.Z 6' O.C. I I ;o ( F+y LOCATE WALK FLUSH SIM. I n 4-1 TO STAIR - TYP. S' ( I n I I ' a _ Q� I �L AI.Z AI.Z r 10'-0" RADIUS - TYP. _ _ I L I of TYP. TYP. Z S 11 I I • 2 • Z `� 'n �w ! W-0" RADIUS - TYP. _ ; _� -- I i'-o" Z• 1114 ` ..n PLAY'YARD = I BUILDING —— — to Cd A1.Z TYP. -- i" CURB PLUSH W/WALK - I I i - - I •� BUILDING E LOCATIONS -- _ �_i_i_I_i CURB PAIRALLE' TMJ b" RADIUS - TYP. _ EAST PROP. LI --BIKE RACK (7) • 161_611 241-0" le' Exft*ED A". GC. C. W/JOINTS •, 2'-0" a AGING • o O. C. EA. WAY--\ i' °" - " " HOSE SIB i� I '� CURB PARALLELTO -- • �5 SOUTH PROP. LINE HOdE, * TR.%NB MER t AD AI.Z I � , DIP• " DIKE — _ — — CURB MP TYP. v —-_ * —CURB PERPENDICULAR t I HOSE BID - 21 i RACK r O p TO SOUTH PROF. LINE / I to COMMUNITY -� "'_ 4 I o -z } BUILDING Ibl_o" o I C SIM. t -+f --- cr > I MAILBOXES - I +- �-Lov IS' 0" I Of-0" CONCPROV' BASE 41^0�1 DE Z'-0" RADIUS - TYP. i w -- 3'-0" ( 7 COMPACT ;� - NEW S' WALK t CURB IN RIGHT- q I I I I SPACES • 7'-6" o OF-WAY PER CITY STANDARDS- AI.2 GCMG. APPROACH PER TYP. I MAO - PROVIDE CONK. '! n CITY STANDARDS e4►SE - SEE LANDSCAPE I PLAN FOR LOCATION it I i I ii Il } I A1.2 I I Iq 20'_Z" HOSE DID I i TRASH ENCLOSURE (VERIFY) - --- - - - O ---- - ------ 7 'r . . _ . . �- . .- . . _ . . _ . . _ . . x.0002 1041-00 i' MASONRY !GREEN WALL i' WOOD SITE PERIMETER FENCE - 9 SEE 16/AI.2 SITE PLAN N O T E S PRIVATE DRIVE 1. ALL SIDEWALKS ARE TO DE W-0" WIDE UNLESS DIMENSIONED OTHERWISE DIAVAN:NEI 0" 2. CONTACT ARCHITECT IF DIMENSIONS INDICATED TO "(VERIFY)" ARE OTHER THAN THE DIMENSION GIVEN d �S 1 1 1 5 7159161/6 Nell Blvd 01-00012 BUP2001-001501152115 2 of 65 :. C: u ,t t ��1 •T, III IIII IIII (III IIII IIII flll I II IIII IIII IIII Iii! IIII IIII IIII 1111 IIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIILI Illlllji Ijlwllllll I\ IIIIIIIII III (III IIIA III IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIiII IIIIIIIII IIIIIIIII IIIIIII I + Illi! 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Typo. •. �AL NOTE: 2 4' 62RID 15 FOIII PROPORTICINAL . `~ ,.....,,.._.........__... AL2REFEREEN G ONLY,TENOT 70 BE R 1r - • X • I PAINT EN YMBOL IN _-- _ • - - --_-, - _ --- 3116"x2"x3'GALV.STL TUBE DISABLED 5?'ALLS-A5 PER 517E I" t► E ';► EMBED IN 12"0x2-b"DEEP PLAN l UBG L)I T "77 �- CONCRETE FTG. i E • - - C45- CONCRETE CURD W/ g `" U •- - - ' l 2,'•4 BAR5 CONTINUOU6 r Q LU -12 3'�" 0 I S' T`r F' AI.2 PLYWD QN 2R•I(P O.G. �._ ► �tylM --Ib,h"Aa •24'0 G DISABLED PARKING SIDISABLED GN w 2x4 P.7SILL 4 __j z- ' 1 PREFI1,45HED METAL e GONG.STEM WALL W/ - FLASHING 5E7 IN CONC. ASPHALT 0415ARS•24'O.C. h CONT SEALANT - ----- _- 4"LONG.SIDEWALK:W/ I a�/ CONT.FROM SLAB r3 LIGHT BROOM FINISH 4 I U Q �. I"CHAMFERED EDGE-TYP. I • _ _ "Si•iINED"ELXaES ' - f�1.4 BAR5 _-._..__ .___ b _..� �� I --04 BAR5•24"O.G.EA.WAY - EXPANSION JOINT 1 1/2"EXPANSION - ASPHALT OVER - - - . JOINT FILLER RASE COURSE ! F, Ia"LONG 9L AB 4' GONG SIDEWALK b SEE CIVIL # `b-___-,-- OVER BASE COURSE - - A5'�I+CLT OVER -- ABOVE BASE COURSE A.C.PAVING - -- - - A510HALT OVER -_--V 5EE CIVIL BASE COURSE - C41)2 v; • v • e • _ SEE rIVIL v W ° d 1 I i �^1 1 • '• n ji e • �p 6-O F..XTRuDED � 13-0 CONCRETE-4.e''E-STOP to - - -- C;AST CONCRETE GURlB Wi 04 BAR CONT For BONG . / r 2>04 BARS GONTIN'JOU5 k E / O TRASH ENCLOSURE PLAN TR, 844 ENCLOSURE SECTION GONG. K AC. PAVN CONC. SLS AC. FAVING CONC. USI-��EL STOP 6 V4° ■ I'- a' Il/2"■ I'-a' 8 11/2"m 0" 11/2" 1- 10 Iv2 ■ I a -- _ -- - --- WELDED I I/4"NOt'.57EEL Q PIPE FENCE-GAL V.4 C - PAINTED SEE ELEV3., ASP14ALT OVER BASE 5/4x4 WD.CORNER COURSE-SEE CIVIL - - - - --- ---�� 3/4"x3/8"5%.FLAT BAR 4.10 ,y 2x WOOD TRIM BOARDS-DADO AS SHOWNWELD TO PIPE 4-GAL'S,4 C 5/4x4 WOOD TRIM I � - SEALANT-TYP. X' - WE DED WIRE � PAINTED SEE CIVIL FOR ELEVATION � c 111, ! I -- DE O CRETE WALL - -- --c M WEL.DED WIRE MESH • ° ° 4„ BASE COARSE " r GRAVEL BASE SEE CIVIL ---- -- - • �"'� °ALL BELOW OPE COURSE-5EE `4 SLOPE 2x4 P.T. " I E CIVIL.DWG5 118"i-T. ;l '- • 4"GONG.SLAB kl/ - 4"xb"xlb"51"fOOTI-i FAGS CEMETIT'OLl9 LAP 51DING ' - ON BLDG.PAPER ON I/2"PLT"WD. • 03 BARS 24"O.C, L CaHT BROOM FINISH- CMU 1 ; jI I EACH WAY s - - = �— 5THDIO HOLDOWN EA.SIDE I, GEMENT - 5/4x4 WD.TRIM , _- 04 BARS CONTINUOUS EQ °� o EQ.- LAP SIDING .•• �- 2xb WD.TRIM r U a CONCRETE STEM WALL r -- CHAIN LINK GATE W/VINYL 04 BAR GOVT 8 x8'x16 SPLIT FACE - GALV 5% CASTERS,_ SLATS•SIM, r VI 'I --- CORE DRILL SLAB FOR • 04 BARS 18"O.G. (� W*FENCE VERTS; FENCE VERT5. 11 ENCLOSURE ELEVATKI I ENGL. C �4TE J�41'1f3 G GU GONG. P,�TIO SLS `-' I/4" • I'-o° 11/2"■ I'-O" �3 I I/2" ` I'- ��" oil/�" ■ I'_ a' 04 BARS•12..0 C. Q H 2X4 CEDAR RAILS -PROVIDE VERTICAL CONTROL JOINTS■30'O.C.MAX. G��.1MFE12.ASL ALTERNATE bPACMG CEDAR BOARDS H EXTEND OR.REINF.THRU • :OR'J-R5 T T A -PC•3,000 PSI •28 DAY S 1+�1 L -FY.GRADE 60 LAP 60 BAR O DIAMETERS MIN - '« -. r`RE-h•tAKFACTLIRED l3�•4 DARS - -�-- ---- GONG.STEM WALL � (n "AX.- POST A 8'-O. 49 1 FOOTING 4 MAX.-ALIGN GNTR OF ° 8"x8"x16"51-LIT FACE REE DRAINING r09T UJ/CNTR OF DD. / ACCENT CMU GRANULAR BACKFILL • i - 2,4 KEYWAY 4"xb"x1b"SMOOTH 1/4"TOOLFD ETXaES W/ 1/4"WIDE x 3/8"DEEP.'DINT 20 FACE CMU a°FOOTING DRAIN El.l VArON 3/9. EXP.JT.FILLER MAtL. W/1/4"TOOLED EDGES AI.2 • 1/4" ■ _ CONC.WALK/PAVING W/LIGHT FACWx&xE LIT • LANG.WALK/PAVING W/LIGHT /y 2X4 CKDAR RAILS - • e • • 2X4 CEDAR BROOM FINISH BROOM FINISIJ ° • , ' 1X6 CWAR BOARD!!, RAILS ►p ALTERNATE 6PAC:ING 1X6 CED47R DD- - i T ,- 20002 1 q I . PR'E�`tANUFAG t Q »,.3..... .... + � 18- !!TEFL P'CbT■&-a&-a _..._^ Q Q d 4 <1d •4 ,_.. .[....,. .. ... - T ,-...l... .......�.:;;,... I r, - ryt• , - • 5 01 CNm OF 11"I W/O.G MAX-ALIGN , T* 1�+1E-r-1A►�6JFAc ITEEL GNTR.c eD `� c c ct �g 7-2` '1 <' 2 POST*d-a O.C.MAX.-ALIGN IXb CEDAR - — > CNTR-opt ICY V GNTR OF DD --- — COI I► .GRAN FI!1 0 COMP.GRANT FILL I 7 ',X4 CEDIAR COVER DD COVER -^_- GONG.STEM WALL wti 11 P y MAN-GOR11"Im ■ -O" I VZ'a 1'-a x/ n , ,� .• t. F :NCE MAL ED(PANeON JOINT g CONTROL JOINT SCREEN WALL ELEY�►TION SCREEN WALL SECTION 3"■ - �" ■ I'- �" 1 �� 1/4" a 1' _ C' 20 los 1' - a' 11157/59/61/63 Hall Blvd _ 01-00012 BUP2001-00150/152/15 j 3 of 65 -7 New I I I I s'6II(ILI Y i I ;° I 1IlIIIIIIIIII Illlll lll lIIIIIIilllll�tllllllll IIIIIIIII IIIIIIIII IIIIIIIII Illll III Ilil III. millu ww.lew 20 ?r ?2 23 24tI4 1a z ;e s7 ae 20 30IQO II I� '`J 00.ft—,"Wo rJ t r 1 • ! Ye f i lu y } a1 �.� Ikk 1nYr �ti y14P y I r Ri, �b J f d� 9 jyt f �q eta'#xiN � , "w}, (r,r'�sh a. 's� iP '"t"• �r I v �i��..l� � ; >✓ � •u.t �F � ,1p,+ ti, 1 r{' n� ., 1p,�� .+ s ![1i x Iwt'�n b A °.,Sea e r •,.. ayY'',B w # [,t :bYA . ^ Z, r" .. ... .. .- 'n ,... ... i. qy, -.. h.'.,. \ .e ..,r,_,. - .... !1. »: .- x• ..i. ,. ., -..'. ., .,. .;. r :J.. a C.x +^.�'a� .,.. - 1 ..�.F.. �µr CEDAR POST GAP W/COPPER FLASHING 41/7 (VERIFY) J 2'-O.: ---� - 2 -6x6 TREATED POSTS c' SRM. "•"1 -- ffAJ 19 1 CONT.TREATED 2x2 -- 1+p1 !;,r�D RECON c.1.3 i o — - SRM. .I �.� Ea M - I - - - - - - C� Lei r}1 r ; = u = w- =11= _,-€-n n ~ - n n n n n ri rh n -� -n^ n r{i r}, _n -n n n �I rh or" ! }` i — •A — W — IF-- — i — 1f - —II— —11 - —nZ —II— it — 1r — —�I I l I L u U U U I >* E _ - _ U n U 11 1 ---1 - U 11 u U l u n _ L _ _ -- _ — _ _ _ _ �_ - - —11 _— it —_ f1 _— It' — I — ff 1 —_II_— —ii - _—II— _—II_— •11 1h V 2x6 TREATED OUTRIGGERS U I��J IN I U U U U 1 e_ I- - .`y �! r UJ U u U U LJ LY U U u uL J I LJU u U U U ULJ I LIQ U T 4. i ---4xD TREATED C�tJTRKaGER- .xx _ CONNECT TO INSIDE F,O x . .. .. .. ..<'�ac J, �'� 9'-a � � a f% a L POSTS W/A3b CLIPS 1 T 'v --- -- -- -- --- — b-II" 7-3" I 4'-9' 4'-9 "T-3' (VERIFY) LU I'O'-O` (VEI��Y) -T RAMP TO 5E TEXTURED -- •,,••• _ __._ I 413 W/EXPANDED METAL GRATE-SONG \\ OO /� ■ AXIS OF DIAMOND PERPENDICULAR ,\ ` U TO CUES. GROOVES TO DE 1/D" 2-6" 7 fes' 3-O 2-4x10 TREATEDOUT'41GGER8 OO • — \ DEEP t /a' uJIDE •••.000 O LU s 3" o -- 4-1/7♦ CTR5NK.T14RU BOLTS ••••••' F TRELLIS SECTION IS/ CURB RAMP FL4N J - II/7'= 1r_ all 1/4' 1'- C' C' u Y �< L AL3 AL3 Q • 3I/2•,�__-5i/2" _ 3L,2 � 5I/7 31/2„ I • ___ I - - 1O" DIS � , 3 G� 6 ECL SPACE5 --------_-- 3 - -- ,r- - 7_711 77= COPPER PORT CAP FLA-044NG- 1 T.O.POST CUT FLUSH TO T.O 2 IVT (� TOP CHORD i 3-4x12 TREATED TOP CHORDS- CONNECT OUTSIDE CHORDS TO POSTS W/A35 CLIPS i 1 O - 4x!J TREATED BOTTOM CHORD- .r. CONNECT TO OUTRIGGER •+• W/F41.1 k4NGER M N _c h • Q TRELLIS ELEVATION \ 4x10 TR,.ATED OUTRIGGER 3" 4-1/7 1 GTr2SIvK.TNRU BOLTS 11/4' _.._-------- —'�` 6 x 6-f?EATED PG5T5JA 4-J •jam. _ KERF IE 1/4rb 1/2 W/2-5!5'0 THRU ct C w BnLTS,ORIENT PER b/AI.3 t = -- - - r - - -t ELEVATIONS(CE166 P05T BASE n ) C COMM.BLDG) �/ E t� U TRELLIS-SEE 9/AL3 tl1 �y Y Q - - •- II II a I I { Er23ED It 3/4x16)-1'-4"W/4-1/24 r !I 12 5ARS*10"GALV rC566 U - -- ---- ! 1'05T BA5E*COr-IM.5LD d II II I W - __-- -- -- -- ------ ----� I I I 1 � Gpr.1GRETE BASE- SEE 11/531 _,►.` 4x10 TREATFED OUTR!Cx(.2ER II • 9" - -- 4-1/2"0 CTR5NK.THRU BOL T5 --- -4-6,6 TREATED POSTS - TRUSS SECTION POSTS TREL..LIS POST3r45E ELEY�4TION '-' 13 IVT =i'- al 14 II/�° ■ r- O" E.., - - - - TREATED 2 x 5LOCKING 0 RIDGE- ATTAC 4 TO TOP CHORDS W/PJ HANGERS -- - COPPER POST CAP FLASHING- T.0 POIfT CUT FLUSH TO T.O. I-g • -- . TOP CHC)RD BOLTS,ORIENT PER 8/AI.3 Ill ELEVATIONS (0566 POST r1ASE CONC.WALK LANDSGt,P. �, COMM.BLDG). �- --- - - D� BLE t TRIPLE COLUMN CONFIGLIRATIONS*5". L 1 I r ' 6rIf+TREATED PO4' 4x10 TREATED OUTRIGGER4 L _�___ _ _ _ _ �► 1 / 20002 3" b IVT -- 3-4x12 TREATED TOP CHORDS '`---- - - - - - -- I CONC.WALK POURED 1 OVL"R FOOTING BELOW- w 7r r 7 _ 5-18-01 - _ ------- 4-I/2"� C1R:lNK.THRU DOLTS 6x6 TREATED P0ST5 1 � _*EE STRUCT a --- 1 4-4x4 TREATED POSTS - i i CRETE D•4:E GONTROI-JO's SEE 1/A1.3 i z GTRSN;C,.THRU DOLTS � � � r ♦ ��-" _ Y I rt ---- - - �" 9' ��' C►•1AMFEF'.GORNERa 4x.IO TREATED BOTTOM CHORD 11157/59161/63 Ne11 Blvd M 01-00012 BUP2001.001501152/15 4 of 65 TRt,1SS SECTIC�`N !'eI E 't'R :1..LI8 F'oST �4SE PLAN STAIR POST 5ASE PLANAl 18 1 1/--' C, I I/T■ 1'- a' ZO 11/7' ■ 1, a' • _ cm IIIIIIIIII IIIiIUII'f;IIIIIU Illllllli !III III!IIlii..11ll'Ilil Illl iiil 1111 1111 111 IIIIr,��► IIII IIN 111 �, w ti: I ! IIIIII IIIIIIIII IIIflflll li) I�Ilil IIIIIIII IIllllflll 111111111ui11!111111111111 I II 1111 II1 I I I 11 1 III Iil!il! II L,lfl'1t•• d d � �� Ir, i�� iIt Ilan 1�4 1I� Ids I� i r „ a t 7 r ,1 2 2 a '! 3 2 I� A4.1 A4.2 A4.4 A4.3 A4.1 A4 3 WILLIF q F.HART, 1R 153-0' "kyr •,_..•, 201-Ox I _e. __ _ V • r , 10'-01.,._ i -O" i'-0' _ - q- 4_I�� 10'-I�' -_- x ' �PORTLANG,0 E.U_�, 4 14 -3 �v M 4 '!'-4' ?'-I' 2'-I' 10'-0" 10'-0' 4'-3' t'-i" t'-i" 4'-3" {'-4' _ --- e _ O(' �1 TYP O 0+1 J I J - J J O -- _ -- - --- O c dimmimmimill --- -- 1J TYP. 40 BEDROOM a � I � of � � BEDROOM 3 BEDROOM 4 � BEDROOM '" i I BEDROOM BEDROOM 1 BEDROOM 2 I � Fie] Li- o I BATH' I BATH I V _ I � � r 6x6 COLUMNW/G�P. I F_ - - - -- � iv I BEDROOM 3 z BD - SEL STR. 5'-QY21 C] I © 0 .� w C., �- _ _ _ _ -� _ - L.LI _ v 1 B 3'-4" - 0 © (] CJ n Res PT sH-ry I I � 1+ � U _ (4) 241 cr r c3 n R-e g E o ❑o ! - - _ _ - ` sN ixi COLUMN - © I WRAP W/GYP ❑ 1 e BD. - SEE STR Q c 1 - G SWLV`N � \ " r ` CPT Rl U IAUJ BATH (e li )K ;§ _ QQ _ Q - ir EAU. �,_4� 7 -II„BEDROOM I - sN v. n c O U .3 0 0 �"-) - _ _ _ _ - ----- ® Q - JL JOle - � 5 - I �_+_�`\ � i � I� JJ �mr- _ 0 � 1 I I .. I BEDROOM 4 - BATH I I �, I I �_ _� C v I I I `I� _ _ KI BATH , BATH QV oo M 11 (31_ 11 L - _ Gam -I (4) -�- - ❑ I I sNTv CPT KITCHEN - t* _ � BNL� a � I I � I I ❑ n a' It CPT �i - -- - - -J 13" L---- - - - - - yv.- N 1 x o K ~ I - - -- --- - I —� (5) - - - -- - - - - �Al SNL o 1'w A , 3 ' " 3'-II' C V�1 ` 1 w I C ❑ Rf - - - - - -- - 1 - I 6x1 COLUMN - NI -- I • -moo --- - - DdhJI�1G• -- - _ -- -- WRAP W/GYP. J pt -- v > I �- ,,.1N S'-4" ROOM S' N r LIVING BD. - SEE STR. in - - - - - - _ 1 CPT VCT' -- • GPT G,r,_ C9 LIVING �_ MAg 5 LIVING EI ;i 4- �'-e" 4'-e" -10 • I ROOM T ' ROOM _— pLI�VING G V O M I -- ROOM - - � f' . FA7 4 OA - s O I o 1 "�� Re • O �r -+--- I o R e • ° l"I .�..� n N 1 1 A5.4 -r _ A6 - Y- A5 - TYP. Of IV so 0a •T'R. v CPT A4 � � o � v CPT VCJT -- -- - A I DI 1 i 13 — S.2 DI A I A DI •� 04 CCS 1 I iLfl A5.2 in CMZ � � l- WN yyN ;� _ _ TYP. A 1 - - --- _ - - WN W� WN � I I _- �'- 2 -q 2 -9 -� >! -4 S'-q 3 q b'-i" 1}'-1" �'-7" ei:4w _ — — S'_f" 41_3' — "31 i T 4'-s" ,'-'" - �r �l" ' !} 10'-yN - w I '_I " ` +1x 4r_3u iN I I P1lOWIDE I�I,JVER ( - - -- ---- - -t---{- 1�YP. AT lot FLOOR TB OR. r Iroll I I 2 S 4 —__ - 4 Fes/ A4.r A4.2 A4.1 A4. .S _--. _ — — — -- — — � AS.1 UNIT A2 TO BE ACCESSIBLE UNIT - SEE 1' 14EET A6.1 FOR INTERIOR ELEVATIONS i �P 3 I S A4.4 A4.1 A4.3 ENLARGED 1�3'-o" ENLARGED ^ AREA ---_.___ ----�__ -__ _--------___________ -- - - -----____-- _.—__ AREA, w w w w w w w e• w w w w• �N ww w w w w w s w w w w w w w � � � s w w w w - 1 1 FIi�ST FLOOi� PLAN - BUILDING A (partial plan) I'-?�' 1 � 4 1 1 1 L E G E N D N O T E S 1 1 _ 6 1 1 O I. WALL TYPES NEATIN6. MANIFOLD & ALL EWTEIRIOR WALLS ARE WALL TYPE Al UNLESS NOTED OTHERWISE b. ALL INI E"`Inn UNIT WALLS ARE WAI L TYPE CI UNLESS NOTED OTHERWISE. H 2. FOR UNITS WHICH AVRE NOT SHOWN ON ENLARGED PLAN, OR WNICN NOTES AND � 1 A•' -- Al ; ; ---' HEATING UNIT DIMENSIONS ARE NOT GIVEN, USE THESE CORRESPONDING UNITS AS A GUIDE: 1 a. UNITS SIMILAR TO Air 142 MIRRORED; A3 SIMILAR (EXTERIOR STORAGE NOT 3 1 Ai A-5 A4 ' = 1 1 ELEC'T'RICAL PANEL IDENTICAL - PARTIAL PLAN SHOWN); AS MIRRORED _. . 1 b. UNITS SIMILAR TO A7r Al MIRK RED a SIMILAR (PARTIAL PLAN SHOWN,). t �� tJ�: 3. ALL DIMENSIONS ARE TO PACE OF STUDS U. N O. I 7 } 4- 4. ALL 8HELVING IN STORAGE CLOSETS ARE TO BE AD•JUSTABI.P SHELVING - n - 1 -- - SEE IS/A5.5 `gM1r1 , w1aJ�� 3a i i i - } 1 S. SEE SITE PLAN FOR 1-t0•E BIB LOCATIONS 8 `a„X z��r7 f I r 1 1 rA•rwaww�awr� wwwwwwwwwwwswwwwNrww �rwwse: =/ rid'...x� � w 11PA L RIG Kt gip,. d a Ie.l 1 �i 7. ,II FIRST FLOOR PLAN_ BUILDING A ( full Ilan) � V* • 11-Oa 1115215t115115J Hall Blvd 01.00012 BUP2001.001501152115 5 of 55 will , "" "' AI-T'F.`r ._:.•+MM,./!„ r.r-s-sm+hM-wrar "gM!ll �.�•CTPI"'n"rM:ww+m_.ry•"'R :nm-s. Clri t:! �IIftI1111I I 111 III IIIc Ili' M t t 1 I it 111 I 1! (ill 1111 111/1111 11H1 I I I 11 1 II 1111 I 1, III IIII 1111 IIII IIII 111► 11,1 IIII 1111 1111 illi IIII IIII :III III 1 I 11 Lagie Lffy ETIl ► I I I I 1 I I I I I I I I' I nl t 1 I 29 J© 1 p a 0 1 ca 1 1 1 11t I J 14 I i d 17 I a Ilii 20 91 0 2 J�QI 4 r[S � 1< rP. ,:.t . .-�... .- + M:. 'P,.'rrPi•wl�.'M.11:"I'fY, ;.1,e.S,�'i1�:"?'�Zi�FNra rya i1tn. rh + ,t• r ., .,r n W07 T!"ItIrTT" .�' ♦rpt r "r YA2Y 4 b 3 -� lit, 14.1 A4. A4.1 A4.4 A4.3 A4.1 A4.3 � WILO AM F.HART 1R.';�= � -0. '`' 7'-0' 10'-2" 10'-Z" 7'-S' i'- ' " _^ _ —_ 10 -s ---- _ `• �oar�,r��. aka'.,ti 7 1`. li BEE q/Ali (2N 6 -Ou O FOR STAIR _ TYP• __ J -- - J SEE 13/Ali N - tJ a N N o FOR STAT R— N lr�EDROONI 1 9EDR001'1 S DEDROOPI _ — u I IT --- — — — + -- --� I ' `�O - Y - �� I W rl VtT GPTCc an � ao - -" k 4 ,i tc ®ATN . I D i,-o' 3,-`' �'_ " 1_ _ 5. n ❑ Ab.3 a waa �� H G KITGNEN OIO lm r w�� tr ~ I h. M. T } in O!� U 4 I -- - + —+ --• - - . - O ISO[- — — — — — — -- '� (� li' L I + — — Q -- — - -- — Q _ �� I 81.1 E LU ❑" IS"L — ' .AU. I i LAu. n t I — LL _ - - - ---- - I y I K �'1GIdEN - qr. SNTVSNTV G �Ct •—� r I ---, b'- 4 _0" �_ - wND NG T--- - + INI fNi TDIL.�' I I aHTv — - . -, —r.._ U Ix Ar— o TOILET LLT O ' — — — -} } t3 — -- — — ' — — ° _ - © --t— '� ( .� n © TOILET o TOI LCT (] tiE ft 4 " CL 11--f-- - - - -- _ t3NTV - . + f--t--�— © (3 ,err W-4- TOILET awl V. jf4l TI DWING .__ . . > SEE IS/Ali dV• - __ 1'-i" - — FOR STAIR -SEE q/Ali — �1 SEE q/Ali FOR STAIR - - LIVING P i FOR STAIR 4 3'- " "M UP - !r qs V-30 UP UP it Sim -SEE II 4b LIVING 3'-7yZ" 4 LIVING LIVING LIVING. FOR STAIR ROOM Room M - A I(o ROOM R i_ LIVING rn' Z. _ - ROt7!1 A 5 PT vc1r VccT IMPT ROOP1 R t S o A7 A 14 A 11 A � C G I A i � © r' O O D► Dt B Q @ 1'— -- - CT GPT R ADV. ABV. n © -- v.. eo eo. o b M A UK D, DI " O� O Ov O O 84 c, 154 r', A5.2 0 © ADV. ADV. ` o a O D, o ` ABV. EO. EO. III o b o I '�' .n •^r b — K4 C1 54 d4 U r 4 n in I LL4. EO. '" EO EO. co TYP. - 4'-1' 4'-1" 5'-0" 0 VOW b'-O' IO'-S" 4'-S" 4'-S" b'-i' 4'-5" 4'-S" 7'-6" 4'-5" 4'-5" 7'-i" 4'-!" 4'-3" 10'-7" 3'-2" W-10" i'-II" —_ W-S" Zj 1 9 S 4 Ab.l 1 A4.1 A4. .1 .Z i A4.4 TMP' V ENLIr.RIriED AREA -- -- — — -- - — -- _ — — s SEGOND FLOOR PLAN - 3UILDINC� (partial pla,n) 1/4' LEGEND - NOTE5 _ _ t 1. WALL M�`.S HEATING MANIFOLD e. ALL EXTERIOR WALLS ARE WALL TYPE AI UNLESS NOTED OTHERWISE. -- b. ALL INTERIOR UNIT WALLS ARE k:ALL TYPE Cl UNLII7S5 NOTED OTHERWISE. �� - Ali Ate N s. FOR UNITS WHIGH ARE NOT sHowN ON ENLARG::D PLAN, oR MiF11G•I NOTES AND z LJ�J\RJL C� A61 �-' HEATH,. UNIT DIMENSIONS ARE NOT GIVEN USE THESE CORREsf"OND111G UNITS AS A GUIDE! A�4 A13 A11 Alts o. UNITS SIMILAR TO A14r �10 a AIS MIRRORED; All IDENTICAL ELECTRICAL PANEL b. UNITS SIMILAR TO Albt Aq MIRROflED Q1�1 c. UNITS SIMILAR TO Ali- AS MIRRORED >s S. ALL DIMENSIONS ARE TO FACE OF STUDS U N. O. _ 4. ALL SHELVING IN STORAGE CLOSETS ARE TO BE ADJUSTABLE SWELVING - k: ' • • • SEE' IS/A13.13 8 t � H f r` �'YS�,r�E a>,tl e, t f `� w�� w •r m m qm SIMI to m m r0 m rm m m � m m w m�m m ��s m m #:AL�; �s�;f'" SECOND FLOOR PLAN - BUILDING A Cfull Ian) �'�a • 1�_�• 11157/59161163 Han Blvd 01-0.9012 BUP2001 001501152115 )U*2 6 of 65 Al ,.. ....wee.en---'--•-+w....,..+re....,_ ......—............,...,...,.,,. :. � •., . ,r,_, .•:.., ,rr: - ; • ,. It II I I (tl! 1H1 IIII 1 1 � ��w► .._:.:.w ..r.".+rwut•irrt.:+,un,,,,.,,. ,f.,«�..a mro�ri.+�' .' cm 11 I U 111 r • i tl ttll Ilt 1 rl II 1 I I gi�Irrr rltl Iill rill Itl( � I -III IIt� ll9 1�4 1� !� I�S g! $�� >1) ( >l�4 - i ,, � fi •• � � S 29 30 �i 4 S a y r j 77 ' , • , :. •: •WON 011.111w ;77 .... .r f Jay V • - .:.. - •-:..r. a-...—.nw ':.rr'aii�IYi.LYiiWli� • w. zi Q7 WILLI 1 K HART, JR. «, I 2 2 4 2 5 o� M.I M.2 M.4 A4.3 3 2 POR LAND, RECON M.1 M.3 ! 'or D1-4" /1-�" 7I-Qw 71_011 --------------- &'-*2 i1-I/ 1' CVa -- s I1 f S BEE q/Ali --- - — I W � Qi FOR STA I R - — -- -- — —•� — -- — --- - -- I — - — — -- — — ---- — " a I SEE 13/A16 D FOR � J Jv I w — w C) A BEDRC*OM ' 1 O o _ - N li N N w (4 C14 4 DI_aw TYP. LLJ BEDROOM I o _ — 'n BEDROOM Z � • BeDR001'1 1 = 61- w ' _4w =� " BEDROOM Z —� _� BEDROOM BEDROOM 2 � U � Q M i —t■ 1'-7}'x" 31_0 'l1—Tr/p _T "a C O ff 11 a r ° _O BATH a o BATH © BATH - _ Q 3 I -10 - - - - s BATH 6'- 4w 9'-4" 9'-411 "I 2Y4 .3 = ❑ .H 1 w - RTA n - � H H ---- \ � o a Q a ® H m DN.0 — SHTV b (5) 12" � BATT -1 31-7y2' . -7Y2wV �1-�w 31-411 A e o U j SHLV, — m .7_ - R t S h SLE q/0.1[ - - - SEE 9/ I - on DN. �` V2 „ FOR STAIR --SEE 13/Ali FOR STAIR ]LAU. 5 ON. � ( 24 DN DN. FOR STAIR � © ISN. w C4 o T SHLV. w L �'- Y2--F 4'-ty4" 21_111 91_411 sHTv a � (5) ti gl.r( '" CQ BATH `- I_111 ❑ � w S - (li 1211 , w _ Ic Its' 9HLV. I�f O V. fl �■■� `f■ ' , 1. D1-IC ■ 31_4w 31_411 DI 2" DI_�w - + ❑ h / II SEE II ❑ q�3 © i� - - , A 1 1D BEGitOC1'1 Z I - q/A1i .I w TYP. © = s'-0" n - 0 E2 4 II RII �, © II �u 7 J BEDROOM 2 BEDROOM o SIM' o_ II II M.D II SII © N =it 6 9 A15 II T'P - - n w II - © BEDROOM 3 f' I ❑ � � �r A14 A13 ' • � I " ❑ EZ II i1-011 31-4V4„ 31_4" 6,-2411 0 -A-1 •L /� A. 11 ❑ WOO n c 2 BEDROOM 3 BEDROOM 3 II A 11 ' - it � w "v i' . TYP• (� c- BEDROOM 3 BEDROOM 4 Qv ...11 o p WALL a A 12 BE Ico � - -- — — -- - -- - - WING -- �{ WING p WALL p Qv O W BELOW BELOW e ` ❑ ❑ LA5.2 6.2 i i I � . TYP. TYP. 1 41-0w 41-0" D1-011 D1-011 i'-7y2wi1-711 — 71-011 116 If— 121-0" 7'-6" i1-6" 71-6" -- - 61_60 e1-6" 71-611 20'-0" ff '1_i11 a _il •I .� M.I .2 i 3 I • N;4' M.I M.3 ENLARGED A ARBA _ 1611 _-----_- _— 1 THIRD FLOOR PLAN - 5UILDING A (partial pian wwwwwwwwwwwwwwwwlwlwsawwwwwwwwviwwwww . 1 1/41 ■ 11_�� /�� § � o LEGEND NO �' E � 1. WALL 'TYrES '; 2Z 1 HEATING MANIFOLD a. ALL EXTERIOR WALLS ARE WALL TYPE Al UNLESS NOTED OTHERWISE, A16 AIS b. ALL INTERIOR UNIT WALLS ARE WALL TTPE '"I UNLESS NOTED OTHERWISE. I A9 A8 2. FOR UNITS WHICH ARE NOT SHOWN ON ENLARGED PLAN, OR WHICH NOTES AND r r�pM A� 101 3 Aja l AIO HEATING UNIT DIMENSIONS ARE NOT GIVEN USE T4IESE CORRESPONDING UNITS AS A GUIDE: � L 7-iw[71l1 Al2 a. UNITS SIMILAR TO A14: 110 t A13 MIRRORED; All IDENTICAL $ _ ELECTRICAL PANZ'L b. UNITS SIMILAR TO AID+ Aq MIRRORED c. UNITS SIMILAR TO Ali: Ab MIRRORED g ■ ° _ -` - 3. ALL DIMENSIONS ARE TO FACE OF STUDS U. N. O. 1 ■ ■ 4. ALL SHELVING IN STORAGE CLOUTS ARE TO BE ADJUSTABLE SHELVING - • SEE IS/A6.5 Z I I w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w a tOt �1 2THIRD FLOOD? PLAN - BUILDING A ( full lane r , ■ I1-O, _a 11157/59/61163 Hall Blvd 01-00012 SUP2001-001501152/15 7 of 65 O ii .._. ;'!UII111IIU 1111 IIII IIII IIII IIII IIII IIII IIII III! illi IIII IIIII � ..`' ''-"w'"�7111_ � _ "• �y�.. _s,.. 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TYP ti - - - - © iv R 6 S E u 0% D �' BD. - SEE STR.- 31-4" BIM, A5.5 �ir = R $ a - -R a 3 � z CPT _ SNLV. � �•, R - 4) 24" K Q Q T v ( GPT — I SWLV. in' _ _ _ _ CPT K � fO R e S iv W GPT - Z o __ O Q � � � I QW t o 31-40 LAI 3'-4" - , BATH I o " cl, Q Q o C v __ �R 10'- " q'-I "- - 3'-II"� q' " BA �\� I (4 V 4" -1 - -- -- - - J 19i1 W O �Tv GPT �� n V --- f . - - o cr I o I ; 1 t KI Ell.. ._ o BATH I i �, I a I I i'-i" BEDROOM 1 II y�y777 Q --I I- -- L — II 3�_ — 1 I (5) te" - --------�ISO DINING s (b) - - \ i n a CPT V T - 6WLV. t__ - ------- -_�_ - n _rl - I K v KI I 5'-0" " 4'-I " 3'_4" ° O G V �1 LIVING 1 EI ROOM ixi COLUMN WRAP W/GYP. " CPT V T EI a R 6 S DD. - SEE STR. 4 1 _ •�! 01 _ r T o A J LIVING 3 Z'-S" 4'-e" CPT - - - A4,5 LIVING =4 _R 5 6 ® ' ...� ROOM t 4 5 — I I ROOM iv - .5 H " - PT V rt DI O O! co SII e . ' 9 ' Oil i i L - e A4 0 }�� 5.4 0111 1- - `r a D S WN B2 o - — _ c TA_ 5 ATYP. .. PROV I D LOUVER �� I`1 _ 5.Z WW WN � j T lat 'rOR STOR. Nil Ar I1 i - - AIS I , l � 5'-�" ZAIO" A5. 55 _2" 5'-,' " V-11" Z' q" 51- 4'-10" 5'-S" 5'-6" 3 5 1 � A4.1 A4.1 .5 A4.5 A4.1 t.i 4.5 SIM. L F G F N D18.0� 1. WALL TYPES g r a. ALL EXTERIOR WALLS ARE WALL TYPE AlNLESS NOTED OTNF-RWISE, A --' WEATING MANIFOLD W I 00FLAN � 7 1 F� R IBU I L D ING $ b. ALL IN•fERIOR UNIT WALLS ARE WALL TYPE CI UNLESS NOTED OTNFRWISE. " Z. ALL DIMENSIONS ARE TO FACE OF STUDS U. N. O. �� HEATING UNIT 3. ALL s4ELVING IN STORAGE CLOSETS ARE TO BE ADJUSTABLE SNFLVING - ' sEE IS/A5.5 ELECTRICAL PANEL 4. SEE SITE PLAN FOR NOSE BIB LOCATIONS s z • lw.✓r,x'.et' ion., Z 0 n U 11157159161169 Hall Blvd { 01.00012 BUP2001-001501152115 4' 8 of 65 o .ew.r. .. - ', �,.a III! IIII IIII IIII III I!I I' I I I1 , 11 111� IIIIIIIII IIIIIIII: . . .•�.� .�•�. .._, ., . ..., Cm 1 I .....�..... IIII! IIII IIII IIII IliiItlll IIII ! � .....w:.<.;..«�.,,+rw� -. S�� { I ( I I I II, IIII IIII IIlI IIII IIII IIII IIII III.I,. I IIII 1 I .: m.iitb:;,m.. i! IIII I; 1111 IIIIII I I I I I r i I I r--• lossel Cal 1 b b b Ilo 1 1 Ila Ila Ila Ile Ih 1�s IIS 1210 1211 I gl� 1 >$la I �� I �e i de 2l, I 2"S I �� nlllnl 9 3 0 m r n ' L ' p�""c�.i � ,(: .'.i. .- ,. :';:., �'".:.::.i „.., +�, st I o-;,' �..,�� pyt�^ '. rl{f'+ t{�, •,i�;'_ , ',':i. `/r 'C- ki t• ik ,G•` .. s M • � .;..:. ,. ''.^ ti ', ` r,:. � ,..'..- � :.li' `t� a, ^^!p'r!'�!M +r+nwlcr9!1;r,.� a,. : t k IT IiIs „ti1._5, Ni .,.. "jWw y v. ilr.= ,+a�� , �a at�t(,k ,'2�vJ a+�,�-, ti41�+, yp r. ., i,..�� t�i•,W1 y r _ �1y' s.'�:a;=s'«.,' .. a t� e + .r.,d-I '.:; ,..• , t - 3a' {1's ,F y� rrf,.� {�' ' .jbaA_S .4 •'fi"i�,FA+a A <, h.. 'R` l - ' n , 5 ' i l � 5d..” n ,e�5X:} �.....9 1t 1 :,�_:., i. ✓',�," 2', t �'.--� ,! 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VGT GPT, ,�.'!r ►fir ,' 7; � ip 0 -AEE IS/A5.1 4 EZ � O _ BEE I S/A5.1 _ LIVING FOR STAIR FOR STAIR - - - A4.s _ Ris o ROOM SIM. 4 _ — — N •�.,� O UP ;r LIVING A4.5 uP �r LIVING ►+ t sl-7, I49' A LIVING ROOM 31-7y2" 4Y2" A ROOM - _.-�-- 84 0 4r 7 ROOM rft X; OL A5.D CPT �^ ' E 4- a 0 56" 14IGH GYP. in 3 -511 BD. WALL r �y� B7 11 1+"1 - G VC -� < O D1 ct 10 CT CPT �! q - CT CPT `! o © o A5.4 A *2 M• * � — B4 VAd INNER 4 O O D1 DI 0 0 Ail. DI - N m TMP D GI in EQ. EG. it1 — 1 I I� h n _ I z . I I lL � T'YP. 21-111 21-1" 7.'— " 21•_10" 51—�" 31— 2" 41-3" 4'-3" 51-b" _T 41-3" - 41-3" 101- " `1 �"_ 41— L S'_!►" 51 " �y"1 • 4 3 ° t 3 i I 3 � •1 A4.1 A4.s A4.!! A4.1 A4.i A4.5 SIM. � 3 L E G E N D N O T E 5 I. WALL TYPES � /'� I FLAN C-�� HEATING MANIFOLD e. ALL EXTERIOR WALLS ARE WALL TYPE Al UNLESS NOTED OTHERWISE. 1 ECOND FLOOR 1— LAN 5U I11..D INCA $ b. ALL -mTERIOR UNIT WALLS ARE WALL TYPE GI UNLESS NOTED OTHERWISE. 2. ALL DIMENSIONS ARE TO PACE OF STUDS U. N. O. I/4� + �'-�� '�� HEATING UNIT S. ALL SHELVING IN STORAGE CLOSETS ARE TO BE ADJUSTABLE SHELVING ^� BEE 13/A5.5 - -- ELECTRICAL PANV_ • t» wi"r� OOU; a 3 11157/59161163 Hall Blvd 01.00012 SUP2001 001501152115 got 65 v I V ' V V w'�,. L.EO�fTY�4Rlr IO�A•111�f1 unluii nllluu Iltllliil I�i�1l,!� i��ilii� i;�ilnirilUllltl 111111111 II!111u1 ilullln Iiii�lu nnlnn illllnn WWII In 111 III 1111 II�I,�In1� lull) I Illi�uu IInIuII nnlnll tII11111I uulnu i1i11unIII1 IIu1 u � 11�1'I'i1u�) 0 I1 19t 13 14 Ib I 1 IS �1 stat �3 >34 28 ES 90 V F=L S�..yt of Ry�T. i. r a y ,.,-....._...-_..r..:_. _... .. •—.,-_ ..— ._ _..—..n _--r.-.. -.....r _ _ _ -. _ .. -- _..-_.•....._......-._..._ .ar- — _ ..-.. .... __.....-_.... _.—._- _.,.....a_.._ . ......0.a___.. ........--. _- . ..._.- _. _. .c...._ .._s.. . _ . _,..,ti. y--_ a.....un...•.u•r._ - T ' �■ I R ''D n . �' a 3,.�'� •`d. �tl �✓ YdiLUAi . KRT, A% r' ■ 4 4 b � A4.1 A4.3 A4.1 A4.6 A"4.4 144.1 A4.6 • PORT NU;U. 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WING WALL BELOW -WING WALL e 4'-0" 4'-0" q'-A" 17'-60 7'-A" 7'-i" b'-i" — -2o'-0K 0 MM 1+1 3 Fit 1 - A4.1 6 A4.b A4.1 A4.6 A4.5 SIM. z t� A I. WALL TYPES THIRD FLOOR PLAN AN - BUILDING 5 � HEATING MANIFOI.ii a. ALL EXTERIOR WALLS ARE WALL TYPE Al UNLESS NOTED OTHERWISE, 1 b. ALL INTERIOR UNIT WALLS ARE WALL TYPE Cl UNLESS NOTED OTHERV�ISE � 11/41 ,�-�� ^v 2. ALL DIMENSIONS ARE TO FACE OF STUDS U. N. O. HEATIN4 UNIT 3. ALL SHELVING IN STORAGE CLOSETS ARE TO BE ADJUSTABLE SHELVING 1AJlJll7 1A SEE 13/Ab.�! ELECTRICAL PANEL W � 5.181J1 a vW ,QZi .• L' 1 j•j f»•r,.N.OFF 0000 O 11157,48151153 Hall 81vr• 01-000118UP2001.00150/152/15A2*6 " 10 of 65 V •: '.: . .. !}tN9!�CIY:I.Y - _. .. .. .. ............_._.. -. .-..JM ._.. .. ___._ .-....,_._. .. .. - ._.._ _ _ -. vwr.bMe.r-•_... .._..._.,.._.. -.. ..,_.._.., _. • _ .--,..wwMl,Yrti..w.n..n..,, ' � IIII�II11 IIII�IIII�I!II IIII IIII IIII fill 1111 IIII 1.1! Illlillll IIII IIII IIII IIII !III III 14� . { w � oiMur�r sTw►� Cm I d d I �II1111 I I!IIII1,11!III!►I II IIIIII 11 !�IIIII!III IIII IIII IIIIIIIII IIII' III IIII�IIII !Illll�fl�l!I'I II 11 I I li 1 I ► 1111iI�lI 1 IIII I►III it � Io I 1 IS IA I' 1 le 1 IS to !I 22 23 24 25 2Ei 2'7 �9 20 30 ' �b i,.. woo- ti f � w i1I lllt - • • I w w� ry A4.6 A4.1 �` Z Z b �` ,► Ij��r... I I b 1: A4.1 A4.i =�•WILLIA F.HART, JR 471-01 ow L� AS 5'-0" 4Z'-0" 2'-0" ' PDR ArID, • � A 14'-4 1/2" _ 51-0" i'-i" i -i" - - 51-011 'OF _ 1 WH � o v 17 _r I in W '� 2'4 ON _91 37 ——�- - t4 — +- If) IZ s 152 LIVING --" - ----- -- - —T - J Ov - '+ I I KT I I t Room V T — — M I OI« BATT-I a 14 A w _ i A5.s -+ I I 4 p o lit ADV, DOOM - TYP. u IM. �. AT let FLOOR STpR. -- 36' NIGH GYP. 1'-i" 2'_b" L - � I ! o Ile v 0 I-- EID. WALL ----- (a) li" (s) Ib" SNLV SWUV [ uj - '--T-- - U b I m N SIM. N © _ n --- rt- f N n SIM, i - 0D. WALL - ,_ • o f A5.2! '� A4.3 SIM. -MECH. UNIT 7 I _ s► �- 'n TYP. 7 -1-- BELOW cc I i ' ' I S,-3" i WINDOW U T -- o Q U 15 L - - - - 21 0111 I v CPT 4 A5.5 LIVING -v I BATH R00�1 0 ! II BEDROOM �� SII N h I " �►II =FIRE DEPT m p I I I I DI H N Q Z'-q 1/i'� ll 3'-i" (b VS I .I 10 KNOX SOf! IO � I � � II I • -- A4.1 IN I F 1 A A I o O O MI v li ! c3 5 A5.3 A5.1 BLEEPING - SIM. 0 o q WASH q o ` - N► 1 ` A4.i in � SNTV 51-70 (A 6.1) 5'-0" 13'-i" IZ'-i" 5'-A" 1Z'-•4" - / LAUNDRY 3 e ` sHTv = 1 9EL 3/Ai.t A4.i A4.t r I TOILET � _ o RY] RY (Z) E(2 WASH WASH 4. A5 FIRST FLOOR PLAN - BUILDING C 1/4' 1'-m' n w 4 • A4.6 A4.I -* Ab.Z 21-01 Tyl I2'-7" 4 �ZAS.Z 11 o a o Tyr. '� l SIM. 5 O 121-0" 10'-1" 5,_0 _ WN '-10" - q'_Z» - o FLOOR FLAN COMMUNITY BUILD INC- , z e4 TOI LET '' 1/4' • 1' -- LIVING '-I �1/2 E © ROOM o SLDRGOM 1 -- o ' 1 _ BEDROOM 2 0 O N LAu. J q A"3.4 P 5 1i U SNLV � � N T` p. IT u fOv R i B L7 K cr m - -- o 21-4_ I/?p 31-411 a SIM. i I 1 N - - A'-7 1/Z" 3'-4" Z'-10 I/Z" 3'-4" 3'-7 I�/ I A4.. $IM, �7 � I I INN I ! © la - - - II W Olp _ II BEDRO011 1 N O T + M - BAT1d II f q » ov 0" 21161 N I I.r WALL TYPES - -- _ ALL IDCTERIOR WALLS ARE WALL TYPE Al UNLESS NOTED OTHERWISE. ALL INTERIOR UNIT WALLS ARE WALL TYPE CI UNLESS NOTED OTHERWIs3E. II Z. ALL DIMENSIONS ARE TO FACE OF STUDS U. N. O. 3. ALL SHELVING IN STORAGE CLOSETS ARE TO DE ADJUSTABLE SHELVING - IN !� SEE 13/A5.5 -a Ad.l �-,6} SIM. g 20002 L E G E N D J �aY}� 1. 01 yd Or L' I r-=' HEATING MANIFOLD � 01 41-1011 5'-0" 4Z'-011 HEATING UNIT 9 1 r �p , ELECTRICAL PANEL < I K �. .i .� .100A^ING NEF 000C a SECOND FLOOD FLo4N �- MUILD NC C 01-00011 BUP9001.0915011521'5 ; • YF,4z 1�4' • 1' ©' • 11157!59161163 Hall Blvd k. 7 11 of 65tj O '4 -.,,... - -.... +_.++.-.•.....-....- .....w.n....,-.,..-.---,_..... 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FOR SHEAR I NAIL + �' D.G., MIN.- 5EE I 5TRUCT, FOR SHEAR • POR NU,iOREGO'I Nt + 1' OG., MIN. SEE REQuiREMEN76 - 5TRUCT FOR SHEAR I I I 1/2' PLYWOOD- NAL • 12' D-C. I: I REQUIREMENTS 5/8' GYP. EjD.- REQUIREMENTS 5TRUCT. FOR SHEAR , NAIL • �' O.G., MIN.- SEE I/2' P-,'wOOD- NAL • ii' OG. I -_u- _ �` REQUIREMENTS I • INTERIORS UDS AND b' I r1 PLYWOOD- NAIL • 12' O.G I T • IvTERiOR STUDS AND b' I I Y I O� AT PERIMETER OF I: • INTERIOR 5T,05 AND b' �� S RUGT. FOR SHEAR ` O.G. AT PERIMETER OF I ;/ I I PANELS, MIN.- SEE STRUGT. I REQUIREt-IEN" S - OF Q` " O.C. AT PERIMETER OF -•-. PANELS, MIN SEE 5TRUCT FOR SHEAR REQUIREMENTS FOR SHF�.� c1UIREMENTB 2x6 STUDS • Ib' OG W/ BATT _ 2x6 STUDS + Ib' OG - ---- 1 PANELS, MIN.- SEE STRUCT, Oc. r-OR SHEAR REQUIREMENTS NAIL • 5/8, MIN-SO.- i I 5/8' GYP. BD r AIL rl b' O.0. ---- (• 2xa S7uDb • !b' o-G. w, BATT --- �. �l 2x4 STUDS • 16, O.NSu/ BATT INSULATION I I 2xb 5-UDS • 16' O.0 W/ BATT _AVON U INSULATION --- - - 5/B' GYP. BD.- MIN.- SEE STRUCT FOR _--- _ - 3TRUCT. FOR SHEAR I I I INSULATION NAIL • 1' O.G., MIN.- SEE REQUIREMENTS - - I SHEAR REQuIREMENTS -- -- 5/8' GYP. BD.- ,P LL 5/8' GYP 6D.- NAIL + �' O.C. STRUCT, FOR SHEAR - ' 518' G BD - � MIN. SEE STRUCT FOR REQUIREMENTS BUILDING PAPER - -- --- --- BLiLG NG PAPER - - -- �' 5NEAR REQUIREMENTS - LAP SIDING -- --- -- NAIL + OL., MIN.- SEE NA'_ • L OG., "IN - SEE LAP 5!DING STRUCT. FOR SHEAR -�� 5TRUCT FOR SHEAR • - REQUIREMENT'S - 4 REQ,r'REMENT5 R Al-WALL TYPE A2 -WALL TYPE A3 "WALL TYPE A4-WALL TYPE 81 —WALL TYPE S2 —WALL TYPE .� cr m. EXTERIOIR WALL EXTERIOR WALL EXTERIOR WALL EXTERIOR WAIL EXTERIOR WALL EXTERIOR WALL Ml ASSEMBLY I NR ASSEMBLY I M! AliIMBL-Y I M! ASSEMBLY UL 0"Im •W"44 A DL1560N •U3916 UL DEa161N •U306 UL DEMON •U344 �8 ASSEMBLY344 11°M! A6d#4 0 U Y � !� UL DE61tRfd U3tD6 •, - _ U ' I 5/8' GYP. BD.- NAIL • -1' O.C. 5/8' GYP 5D- NAL • 1' O.C. LL I - MIN.- SEL STRUCT. FOR E- LAS' SIDING ---- LAP SIDING - SHEAR REQUIREMENTS --- SHEAREREQu REMENT�S 510LDING PAPER ------- BUILDING PAPER - --- - I 5/8' GYP. BD'- NAIL • 1' O.C. 518' GYP. BD." NAIL • 1' O.C. 1/1' PLYWOOD- NAIL • 12' O.G. MIN SEE STRUCT FOR MIN.- SEE STRUCT FOR • INTERIOR STUDS AND b' /2' F'_YwOOD- NAIL + �2° O.C. � I • 5/e' GTS BD.- NAIL • 7 O,G. I- ' 5/8' GYP. BD.- NAIL • 7' O.C. SHEAR REQUIREMENTS ------- SHEAR REQUIREMENTS -- --- - O.0 A' PERIMETER OF • NTERIOR STUDS AND b' N - 6EE 6TRUCT FOR I MIN.- SEE STIIII FOR PANELS, MIN.- SEF STRUCT. O.G AT PERIMETER OF U SHEAR REQUIREMENTS __-.—_ _ SHEAR REQUIREMENTS - - -- FOR SHEAR RFQUIREMEN-5 - PANELS, "'SIN.- SEE STRUCT FOR 5-EAR REQi. REMENTS V Q 2x4 STUDS • 16' O.C. w/ - 2x4 STUDS • Ib' D.G w/ 2xb S7uD9 • 6' O.G. u./BATT - 1!2' FLYt.aDOD- NAIL +A O.G 2x4 STUDS • 16' D.G. 2x4 STUDS • ib' O.G. -- SOUND BATT INSULATION SOUND BATT INSULATION NSULAT'ON + N ERIOFt STUDS AND b' ` O.G. AT PER ME ER OF PANELS, MIN - SE-F STRUCT I 5/8' GYP. BD.- NAIL • *1' O.0 FOR SHEAR REQUIREMENTS MIN.- SEE 5TRUCT. FOR 5/8' GYP.-BD - NAIL • 1' O.G. c,/8' GYP. BD. NA'L • 1' OC. 518' GYP. BD.- 'MAIL • 1` O.G. SHEAR REQUIREMENTS MIN,- SEE 5TRUCT FOR _ - - - MIN.- SEE 5TRUCT FOR �� MIN.- SEE 5TRUCT. FOR 5/8" G�'P. BD.- NAIL + 2x4 STUDS • Ib' O.G. - -- "IN.- SEE STRUCT. FOR 518' GYP BD - NAI; • 1. OG, I SHEAR REQUIREMENTS SHEAR REQuIRE"ENTS -- - SHEAR REQUIREMENTS --- _ SHEAR REQUIREMENTS MIN BEE 5TRUCT. FOR - SHEAR REQUIREMENTS '- B3-WALL TYPE e104-WALL TYPE C1 -WALL TYPE C2 -WALL TYPE C3—WALL TYPE 01 —WALL TYPE U4L1I FR AGOV IBLLY IEF�Ab ET�YY INTERIOR WALL 1� WALL ASSEMBLY i RM�tDI Y 4t Ab WALL NR A66EMeLY UL DROM •U344 UL OV6 N •U�6 UL DE6" •U3m UL DEffim •usb UL DEGM •u3" UL DE60N •U344 VA 5/8' GYP. BD.- NA • 1' O.G. 5/e' GYP. BD.- NAIL + 1' OG. ^� 5i8' GYP BD - NA _ • „ Or- MIN.- SEE STRUCT. FOR "IN - SEE 9TRUCT FOR ✓ a MIN.- BEE 5TRUCT, FOR —ti SHEAR REQUIREMENTS np SHEAR REQUIREMENTS SHEAR REQUIREMENTS -- �" 2x4 STUDS W/ SOuNU BATT _ ~^ INSULATION- aEE STRJCT �- I 2x4 STUDS W/ SOUND BATT FOR STUD SPACING - - - - - - l�� INSULATION- SEE STRUCT, FOR STUD SPACING ---- 2xb STUDL. • Ib' OG ,,)/BAT- �- 1/2' AIR SPACE I' AIR SPACE _._-_____ �`- INSI,LA' ON _ 4 1/2' PLYWOOD • 15/0' ti • ., 2x4 STUDS- SEE 5TRUCT FOR 2x4 STUDS- SEE S'RUCT. FOR - -- GYP. E3G NA C'G STUD SPACING MIN - SEE 5TRUC- r-O i STUD SPACING r � � SWEAR Rf=QU'RF'-5Fw'5 ` r ✓l 5/8' GYP. BD.- NAIL • 1' O.0 r/ 5/8' GYP. BD - NAIL • 1' O.G MIN.- SEE STRUCT FOR MiN.•- SEE ST'*ux.T. FOR - -� SPEAR REQU!REMENtS -- SHEAR REQuIRE'ENTS �. D2 —WALL TYPE E1—WALL TYPE E2 —WALL TYPE W A P o M�111Q1lIOR WALL INT1E1lIOR DEril6MG WALL ANTERIOR DEMI6MG WALL NAILING PATTERNS AND STC NR A SVIKY 1 NR AG ETBLY INR A6�IMOLY RATINGS WAVE BEEN INCLUDED ON � UL ORM" •U3m UL DEMN •U30b UL DEGIM •11306 APPLICABLE WALL AND 6TC6 66• 6TC■ 66 F1.00R/CEILING ASSEMBLIES C WALL TYPES 314' GYPCRETE OVER 3/4' 3/4' GYPGISTE OVER 3/4' COMPOS-IONS"INGLES OVER TOG PLYWOOD --- TAG PLYWOOD 3/4' TOG PLYWOOD ---- 3/4' TIG PLYWOOD --- -- 3/4' GYPGRETE OVER 3/4' 30• BU'LDING PAA=_R -- - 74G PLYWOOD - - 518' _ F "-1/8'PLYWOOD WEB JOISTS +ARE-" ANuI-AG`u 'BUSS -� -- - -- -- - - 11-1/8' PLYWOOD WEB JOISTS - - - -- - -+- 11-118' PLYWOOD WEB JOISTS - EEE STRUC URA_ LLJ/ 30L�1D GATT INSULATION - --- II.1/8' PLYWOOD WEB JOISTS - ----- -- II-1/8' PLYWOOD WEB J019"f5 -� I/2 RESILIENT CNANNEL6 • � I � � � 1/2' Ri51_IENT CHANNELS • i � � � i T / I i BLO,IAv- N NSUL A ON 24. OIC - l 24' o r. - II I ('2) LA-ERIS 518' GTP BD. (2) LAYERS 578' GYP. BD - ,%� (2) LAYERS 5/8' GYP. BD. - - (2) LAYERS 5/8' GYF' ESC l2) LAYERS 5/8' G'T"P.�D. - j 5/8 BEAD BOARD /~ (2) LAYERS 5/8 Ca` ° !K F I—FLOOR/CEILING TYPE= P2 —FLOOR/CE IL INCA TY'PE P3—FLOOR/CEILING TYPE P4—FLOOR/CEILING TYPE P5—FLOOR/CEILING TYPE Q1 —CE I L INC=/ROOF TYPE W rAMM •T.M#C.A 60-03 DEMON •T.M/FGA 60-03 D96ON •TJI ANCA 60-03 DEbk,�t�! •TJM#C.A 60403 DE61GN •TJMAR--A 60-03 OA FILE •RC 2601 U 1 NR A&SVIBLY I W A&GE"!!LY 1 M! ASSEMBLY 1411111. ASSEMBLY I Mt ASSEMBLY 1 NR A66EM15LY � u /r� STC- 60• � `•/ GOMPOSITION5HINGLES OVER 30• BUILDING PAPER 2 1/2 CONCRETE TOPPING ----- 5/8' TOG PLYWOOD -- 3/4' GYPGRETE OVER 3/4 DRAINAGE MAT OVER COMPOSITIONSNING-ES OVER - --`- 2 I/2' CONCRETE TOPPING ---- TOG PLYWOOD 300 BUILD N:i, PAPER COMPOSITIONSHINGLE9 OVER V +ATER-PROOFING, MEMBRANE 30• BUILDING PAPER -- - DRAINAGE MAI' OVER • - - - - ---- - OVER 3/4' TOG PLYWOOD --- WATER-PROOFING MEMBRANE I 11-1/8' PLYWOOD WEB JOISTS 5/8' TOG PLYUIOOD --- OVER 3/4 G PLYWOOD ROOF JOISTS 24 O.C.- 5/8' 5/8' TOG PLYWOOD --- SEE STRUCTURAL - ----- - -- x - OPNO 2X* FLOOR JO!STS • �� 2xb ROOF JOISTS • 16' O.G.- I 2x4 GLC. FRAMING + 12" O.G. i r 16' O,C SEE STRl1CTURAL - SEE STRUCTURAL - > ROOF JOISTS • 16' O-C-- SLOP!NG 2x8 FL COR JOISTS • '- C 1 SEE STRUCTURAL --- r -- 16' O.G.- BEE STRUCTURAL (2) LAYERS 5/E' GYP 0;� (2) LAYERS 5/8' GYP BD � 5/8' BEAD BOARD \ S i 6:'241101 _�- _ 2xb SIT STRUCTURE •- , `F' (2) LAYERS s/d' GYP. BD -.-•-- 5/8' GYP BC w u d RI-FLOOR/CEILING: TYPE R2 -CEILING/R00F TYPE R3-CEILING/ROOF: TYPE R4-FLOOR/': I ti a� 4"r 1, 1 � 0 1 2 A4.1 A4 I M.I �U VtIlli F.MART, MW TYP. TYP. � 4 M.2 M.2 M'3 A6.3 A5.8 egg) 0 POi�TIrND, kEGOfv ti NIP R" 1216 V.a.-a D.S.-6 D.S.-a = t I � o z SLOPE THIS D.S,-S D.S.-S f</� D.S.-•S t f lr j' ��.`v LOCAT�ON D. - LOWER ROOFS 12:4 S.-R -- - - - _- - - - - -- -- D.S.-R SLOPE - TYP. -- _-, S.-R -- D.B.-R D. .-G - -_ -_ D. -G D. _ D.9.-R !�-LOWER ROOF 12:6 U C I -- _ - -- - - _ SLOPE THIS LOCATION A6 3 WALL BELOW a � ® I - I < -P�YWD. ST F. O. • q TRUSS • Z `i A4.3 i" I i" BUILDI A) TYP. I T1T. I I BN MTL. 77 I t CKET r-' A5.3 AD.3 I I A5.S Ew O U 2'-0" M. •UPPER ROOF rr D I -UPPER ROOF AND <."',_ � I 1 1 ( - _ DORMERS 12:6 SLOPE - TYP. r -• � - �- AIS 3 � -- - - - U Q � D.S.-R i S.-R TYP• -- - - D.B.-R PORCH ROOFS AND _ D.S.-R D.J.-G DAj-G S•-R -- -- - UPPER STORAGE ROOM Z7 D.B.-R�r -- - _ - - D.S. R �( �� - - -- ROOFS 12:4 SLOPE - TYP. s h D.S.- D.S.- D.B.-R D S.- - - - I- �f D.S.-R D.S.- D.B.-R ENTRY GABLE ROOFS D D -. 12.0 SLOPE TYP. .5.-R - o o D.S.-S a.i.-s D D D.B.-•R ■ I'-0" - D D I D --- D D D.B.-s N � 3 3 ■ A4.2 M.2 Ab.3 M.3 01 TYP. n i 2 Ni43 M.I M.1 1 " c7 � GOOF FLAN - 8U I�D I NCS ,4 L E G E N D • D.S.-S DMNSPOUT TO SUB-SURFACE DRAIN • D.S.-R DOWNSPOUT TO ROOF BELOW � w • D.S.-G DOWNSPOUT TO GUTTER BELOW M • D.S.-D DOWNSPOUT TO OTHER DOWNSPOUT 6NEET ME-I-AL GUTTER RIDGE VENT - 12.23 W. IN. FREE AREA PER FOOT M.I M.I M.4 A4.1 RtyOF VENT - 30 INCH VENT, bt7 SO. IN. FREE AREA 36 INCH VENT= ii 50. IN. FREE AREA 4 2 i 46 INCH VENT: q0 SO. IN. FREE AREA � M.3 M.5 M. 2 •oC tl1 ASA NIP ROOF 12�o D.S.-8 � II SLOPE THIS Aki LOCATION Fft cz D.B.-S _ - - - - :d-R _ - - - I A4.i e 141 ® D. .-R L 1 I A4.1 AS.9 3 2 ❑ a ❑ ❑ i I ❑ I I A5.3 A4.6 2 ❑ I M.i D.S.-S ❑ ❑ I � i ■ 3 Tyr. n - - - - -- - - - - - - - _ I - ? ( D.S.-S (- -� D.S. dIM. 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At- A pi Ir r ti • wi k ` v ,A ., N,. ewe §�+!*.,,'{car;s x �,',, .at ?'"4w't..Y• ... �� p Fin i p if �:fC fir,:•, , f" l �r}, }: r EQ 3-5 1/2,. -EQ 3 - oft ___.--- ___- P.T.brb BLOCKINGBELOWTilil,w/_ NOTE: EQ EQ SEE FLR.PLANS FGR "o -c 1 -- ---- -- P T.2x FLP- FOIST BELOW DECK GONFKsIRATIOti -- - - - - I 'Y I ------------- T bxb POST FT.bxb RIM BEAM BELOW � POPTL ND, QP,ECIV I 97L.GUARDRAIL A66E1 DL'r - --- -- -- - II T 6 9'• 8'-3' ---3--r - � 3'-4 12 T 0 9"- 9'-�O" 3'-?' --- to NN1 I 7 • GONG.1-05T BASE -^l 1 V I _ • �.._ 1 1 Ih - _ - - - _ - (` . - U SEE 9TRUCTe (j) IF— -- - J � LIP 1 I 1O UP I 1 1 'UP] • ' 1 1 1 1 1 b-3- 3.•. - -� 101 -= - ♦L' - - - -� NOTE - --- NOTE - SEE FLR PLANS FOR SEE FLR.PLANS FOR , " - - " TTT CONFIGURATION OF CONFIGURATION OF 9 20 4 - - '°REFIni ALUM TEE- ADJACENT WALLS ADJACENT WALLS CA NK' �, A..3 1-11" 8 TREADS IP•T-4 q I f- ■ 7 tb TREADS I!". k Ab "iTER CORNERS - 4'-r*BLDG G F T brb RRyt BEAM BELOW O Lu � TYP. GUARVIRA L UJD. POST T YF. INTERIOR STAIR - PLAN TYP. INTERIOR STAIR - PLAN n &2 3 T�' P. IOR STAIR - IST rLR• TYP. EXT. STAIR - 2ND FLR. II%2"■ I'- O" 1/4" = I'- O" UNITS A8,A16,Al2,$5451 1/4"= 1'- O" UNITS AS,A15,AIO,All,AI3,A14456 � I/4 = I - O � yy[]] _ 1/4" = I'- OII U 'D 43/4" 33!8' I I I I < C WALL 0 91M. I ►►—WALL*SIM. U b � - r+T 6.O BLOCK'NG BELOW Q 1 - I RETURN H4NOR.aIL 1 r•-- -- PIT 2rO FLR ,JOIST BELOW TO VERT!WELI> � I PROFILE OF WALL _ I I " - i \ - - TRE-ATED bxb P09T 110" EQ EQ. 8" I !RISER IN I • I 8 EQ EQ P" A5J I1, 4 IP.T.br0 RIM BEAM BELOW 1 -- '✓' FOREGROI'dp 5TL.GUARDRAIL A5bEMBLY !3 0_38D PLQGE 1 I ` - FIN.FLR. �' FIL1 FLR. - • 1 • } 1 - 1 � 1 1 - --- --- ---- I Y r Q N A5.1 1 RETURK I0-4ANDRA_ � �T.Ot�Q1NG.-. --- --- � -- 1 i �� _- . TO`✓ER*t,�,'E_D � 45.1 Ib _ • - co )VV 1 WALL LIN FORE- � � � SLOPING HALF WALL � � � - � $� • • • - - \ � i■�) 1 I IN FOREGROUND-T.O • b► A5.1 r • GROUND-T.O. 1 91M • • 1 WALL 5-0"ABV • ' - I _ - 1 WALL 3'-O"ABV _ _ 1 STAIR NOSING • a I \ A5.1 I 1� STAIR NOSING Il \ �\ 01 1 " U 1 1� Y - - L ____ _ * - 145.1 A5.1 I - --- ' �-T.S�.�Npr• � - C; ,�� • --- ---_- ---- -------------- ----___ _- (SEE CMU , • • , • FIPL FLR. � L 41/e• POT brb RIM BEAM BELOW w waNDRAIL At'+eEt"1dLl' � - ----- _.-- _L__ -�. _- — �� N47E: 'ATE 4 �__PREFIn1 ALUM.TEE- - -- - - -- - - SEE EXT.ELEVS FOR SEE EST ELEVL FOR GLIP T 6X12 9TAfR STRtNG(IR MITER COZENERS - - GUARDRAILS SIM. SEE E., AILS 91M TYP. G�1�44 IL * t�JD• POST �_P�TERIOR STAIR - SECTION TYPINTERIOR STAIR - SECTION TYP -. STAIR - S CTI r�i �- ° UNITS A8 t AI6 lAl2,�5 t�'151M> 8 1/4"= 1'- O" UNITS A9 l 1 ( 1 9 ! " ■ '_ � � IO ��- EXT. STAIR SECTION A 5 A O,All,AI3,�►14 t$6 SIMS I/4 I O' I/4 ■ 1 - O ..,,,� E - - _-- �" --------- WELDED 11/4' NOM.STEEL ------ - -- ----- -------- 2 I/2"C.ONG.TOPPING ON -0""01N5 ` -Q O --------- PIPE GUARDRAIL- GALV DRAINAGE MAT ON MEMB.W.P. ------ I/2 GONG ONw F - - -RETURN kANDRAIL !PAINTED(SEE STAIR :SRA NAGE --—-- - TO WALL• b" II" ON 3/4"P.T. PLY. ENDS-T�'P. 9ECTION90 b" II' ON 3/a P' wL� - - --- ..__ GALV.BENS WWI!x R CONT.WELDED - X T 11/2" 31/2" I" sALV.BEN 3/!b R r 3-0 3A6"r 1 1/r 31/7' I" 3/16" 3-0' L IE CONT.WELDED M U HANDRAIL- - I I/4"NOM.LTL.PIPE TO BOTTOM-ATTACH W/r3 I" 3/8" TO BOTTOM_ATTACH W/rAl r+l STAINED --_ HANDRAIL W/WELDED - 1" 3/8` 1/2"r4"LAGS 12"O.G. ,e-� '/2"x4":,AGS•12"O.G. jr 9TL.BRACKETS AT ALL 1/e� �} '��- � . 6"12 TREA'ED STRINGER - C VERT9. -GALV.!MAINTED - 6x12 TREATED STRINGER - 1/8"/FT � • ! .''�. • CONN.TO WALL W1 SLOPED . CONN TO BM W/SLOPED-.(.61? D �� - -- 3/4x3/8 STL.FLAT BAR ♦. +. HLIbb MAX HAM3ER MAX HANGER . I BALUESTE'RS 4"O.C.; PREFIN."TL FLASH*.OVER `}I�+� C -+---- Wd Q, Eq U1ELl7"O PIPE-GALV.l r~ '� F 4/4x10 WD TRIM-LAP W.P ^'ET IB F- PREFIN. -ITL FLA9HG O MER ° MT-TO O PAINTED -7 " 'f OVER VERT.FACE OF FL45"G 2x10 WD. RIM-SAP w E"B ,D r J \ I---- � OVER VER? SAGE OF Fl_ggh.,G � V i t 21/12 PRECAST GONG.TREAD •. 21/12"PRECAST SONC '"READ �I I I/4" 2" I I/4"F' m .• ON 14TL.ANGLE SUPPORT • . ON 9TL.ANGLE SUPPORT .t I 41/7x4I/7x3/I&" 9TL. Il" • ~ PLATE W 4-3/8"x'f'LAGS GALV.t PAINTED �� -1/2"R /2 ,R T-,P -- 11/7,PRECAST CONCRETE I PREFIN. MT`\\ +° 0 •° 0 BRASS RAIZ_ FLASH*..• LAP - - BRACKET TREAD,CAST W/RE1NF. ! I \ TREATED 6X12 -- "i HREADED 9TL.INSERTS BLDG PAPER BM.ON TREATED SOLID BLOCKING,• OVER FLASWx. PER MFR. bxb POST W/CC66 RAIL MOUNT- fY"P. - bxb RIM BEAM • ' BASE ------- _-._..__- 11/2"x11/2"X3/16"GALV.9TL. \ l l ------ _- ---- ANGLE W/a- 3/8"4 GALV. -- 144R FLR/CEILING:LEE �- . SLOPED A.T 2X8 JOISTS —- W/LJ HNGRS EA END j 1� BOLTS PER MFR. SLIT.A2.8 FOR.FLR/ 13 c CEILING TYPES 2 LAY-ERS 5/8 E X ----_---- 2_ 3/8"1 x 3"GALV.LAGS A5.1 *YP A5' / EXT.WALL:SEE FLOOR EXT.GYP 9HTHG -' - -TREATED 6x12 STRINGER - -'V PLAN FOR WALL T`rPEL12 INTERMOR X44 IL 13RAcKET ' HANDRAIL STAIR STRINGER "ERIOR STAIR DECK EXTERIOR STAIR LANDING Z I� 6" ■ r- a' I3 II/2". r_ 0' I�' 11/2' ■ r- a' 1� ► ,/211 ■ r- al Q 9TL-CJARDRAIL ASOEM15LY PER 12/A5.4 i (SEE STAIR SECTIONS) 11/8"BULLNO!!ED ----- -- - 21/12 PRECAST GONG TREA:� 1�1 - PLYWOOD TREAD- -- ON 5% ANGLE SUPPORT O - --- - 11/4"NOM.9TL.PIPE - HOLD TREADS t RISERS HANDRAIL W/WELDED F.O.STRINGER w INSIDE CORNER M�1 I I/&"BULLNOSE.D AWAY FROM FACE OF WALL 3TL.BRACKETS AT PLYWOOD TREVERTS. -GAL'V.l PAINTED. 0 F # -- I/, R 6,12 TREATED STRINGER - b ----- 21/2"CON*.TOPPING ON SEE 9TRUCT FOR CONNECTION U A51 DRAINAGE MAT ON - 2'/2.,GONG.TOPP NG ON MEMB.W.P.ON 3/4"P.T.PLY DRAINAGE MAT ON MEMB.W p - 5/14"TYPE-X GYP.BD. 41/8" ---� ON 3/4"P.T. PLY ILpPE I/67FT 2x12 57AIR STRINGER- A5.1 \ =O BM. 1 D M. � .••• .� k `} ------ 4 PER STAIR \ 20002 3/4"PLYWOOD R1.�1E � - --�`�--•�_ -- -- - -- _ TI a r x1 PREFIN.ALUM.TEE PREFIN.ALUM TEE 5-18-01 2x12 S7RMc.>kRtb- r-- SCREWED TO R!r~+J019T- SCREWED TO BM.-MITER • �'-4 PFR"STAIR 3/9" MITER CORNERS CORNERS 3/8' CiYP BD FUS!_HEIGF<' . -MEMB.W.t<.LAPPED OVER, MEMB.W.P.LAPPED $ 19 OK WALL RATED WALLS PREFIX'-SHT.MTL-FLASH*. OVrR PREFINk SHT.I +TL FLASLIG ; - -- TREATED 6x12 BEAM ON TREATED bx!215EA�"ON u > W w TREATED bxb POST SEATED bxb POST 1:7 (r W/CC"CAP W/(-'Gbb GAP L L3:13" SLOPED P.T.2x8,101878 SLOPED P.T 2x0 JOISTS 11157159161163 Hall Blvd W/LU HANGERS*EA.END W/LJ HNGRS •EA ENC i a LAYERS 5/8"TYPE X Q LAYERS 5/8"TY PE X 01-00012 BUP2001-00150H S2H 5 23 of 55 EXT.GYP.S1-iTHG, EXT.GYP 9HTHG _. - N Z STAIR TREAD/ ie� MEMO` SMINrx� +� UJALL CRI )RAL LAND NG EXT�K� STAIR ' LANDING � N 3„= I,._ O�I'�1"""." ICS �._L. 11/2" a Y - C' A."? ilia...... 11/2" a Y - Of } ,,, `..,. - .., .' - _, "" IPAIII�•�r•.w,-----».-.+n-wMrnn.r.rn.w......M-....-,..r�..,-"o.w,.........,...«w+w_..,.... .. . . .._........,,. .. .....,...._....,,,,.-..w,.,,e.,-'---.._..___..,_..._.......-...._. ... .__ �` sTRlr cm Illlll!II 1llIIIII111llilil!!11Ili11111 !tlllllll IIIIIi16111111111I11i111 fill I I I III111 1111111 Il li!II IIII �!! II IIII 11111 1111 I I 1111101 i 1 ,} I I 1,1 l ll l!IIII I !!111!11 II'!IIII 'j!j jjjltllil IIIIII I I I Illl IIII IIII I!II' � • 7 � rr hb 1 : 18 ('� f I� ►'8 1�7 �11� 210 2I I� 2I I I ( I I I I I 1 I I I Q `'a�R. ;•, 4 2 7 28 29 30 - 1000.10% 5 26 2 ' A , -S 4, . JI F 14-7 11 W 7,77 } , c� k l! i --- LAI"SIDING OVER BLDG ' PAPER OVER 5/8"GYP SHEATHING OVER 2X6 FRAMING- 3EE STRUCTLIRAL FOR PLYWOOD N'� -- / LOCATIONS �S WILLI M F. HART, 1R. --- -' --- 5/8'GYP BD --;7 - - -- 5/8"GYP BD. - - 2<6 PLATE -- - LAP SIDING OVER BLDG.PAPER OVER 5/8•GYP.5"EATwNG - _ 2 �oRNER Bc.�R� PORTLAN REGO�� ' / : , P.T.2 X 2 WOOD BLOGK!NG _---- LAP SONG OVER C{ LXs.TAPER NOTE SEE 5TRLIGTLIRAL FOR -� / ✓.^.�J` ` �+ Q5, OVER 5/8'G,FF :»-I -,sNG PLT Wc?OD LOGATIG�NS ` 2NDF.F. ` OF 1`0 " NOTE SEE STRUCTURAL FOR -- 2X6 P T.PLATE W/A�'C440R "- LAP SIDING PLYWOOD LOCATIONS - T _ BOLTS,2X4 P PLATE io SIM. ---LAP SIDING O VEh,®LDC \ OVER BLDG.FAFER I , 2Xb P T PLATE W/ANCHOR SEE STRUCTURAL , . V PAPER OVER 5/8 GYP \ /--- BOi.TS,2X4 P.T P;-;TE 5qH. -._--_ PRE-FINI,° j"ETA,FLA3MING- SHEATHING OVER 2X6 FRAMING � SET IN SEALANT / , / U h -SFS STRUCTURAL h / -SEE STRUCTURAL FOR PLYuOOD / 4"CONCRETE SLAB- ` PRE-FINISHED METAL LOCATIONS a - SEE:5TRUCTUR4L FLASrNNG - BLIND NAIL W/8P GALV Ll. BOX NAILS•Ib`O.C. '� v v {�' v v „ 1. - - 3/8'SEALANT JOINT . r PRE-FORMED EXPANSION JOINT -- 5/4'X 12 WOOD TRIM W/BACKER h'.OD ,...- v • ---- WOOD BASE �. _ WOOD RASE / -- -- Q,;/2.'X II-1/8'WOOD BLOCKING �ERR-+LTER RIGID!P+5ULATION - - - CAULK EA.END• w PERIMETER RIGID INSULATION � CORNER BO. C v \--- 4 CONC.SLAB-SEE v -- 4"GONG 5..AB-SEE 5TRUCTIRAL 5TRUGTJ�AL F'RE-FIN15HE7 METAL 5/4 G;LOOD CORNER DDS.W/ -- 2"SAND COVER OVER \ . .._ 7'SAND COVET!OVER F WS�ING -- 2 I- b NIIL'3 V15-SEE SPEC b MILS V 8-SEE SPEC / x !/2 D LDO A5 5HOWN �` U -- b ROCK BA5E �� -- b"ROCK BASE ---- SAP SIDING O 111 °SILL. SIL DETAIL GLA�3 WOOD TRIM +� FLOOR LINE I LU `- SII INC JOINTS 11�~SII�E CORNER I�ET�41L `�-�-' y < c I/2"X 3"PRE-FINN-IED EDGE METAL FLASHING V n C4XIPOSITION SHINGLES OVER S/4 X 8 /00th TRrt-+ --_- . -� 300 FELT ON 5/8 PLYWOOD WOOD TRII I �- _ * NSIDE CORNERS ONLY A 2X2 WOOD TRR- 5/4 X W WOOD TRIr^ - 5/4 X r MOOD TRIM 5a41M ROOF Ad90VE-SEE ROOT PL4N '- - 1�-- 5/8"DEAD BOARD OVER t2 LAY ER.5 - SEALANT LAP SIDING C-,-/ER BLDG 5/8".3'f P BD (SEE SHEET A2.8 FOR OVERD GYP NG R��NG OVER R ' PAPER OVER Sib s5YP FLOOR'CEI_INra T♦PE5: - 2X6 WOOD SPAGEF2 SHEA SHEATHING OVER 2X6 FRAMING SEA_,;.r TT - 2XD PAINTED WOOD FASCIA 8 2X4 STUD FRAMING LAP SIDING OVER 115-D a FA'�ER OVER 5/8'GYP S,iEA1.4NG OVER BEAM-SEE 9TR —. Ati.Z 2X6 5%D FRAMING uGTUR,�L 9 _ LAI SIDING OVER;SEDC.f�AF'ER , 1 LAP SIDING OVER BLDG.PAPER OVER 5/8"GYP 5"EAT1-IIN(a OVER --- OVER 5/G'r,,P 5a,E THING 2X4 FRAMING 3/8"SEA_ANT JONT W/BACKER ROD _ OVER 2XI&FRAMING 5/4 X 4 ;JOOD TRIM - 3/O'SEALANT JOINT /// �` , PWE*11` SHF,.D METAL DRIP'FLASHING 3/8 Sf:A-AN'X)N,w' W/BACKER ROD 'y - - _ �- 2X3 WOOD TW'j A' FRONT ENTRY BACKER ROD 5/4,.b WOOD CORNER dDS.W% F F ONLY,NO TRIM*sr- PRE-FINL9HED METAL FL..a9FUNG, � I I/2 1/2' I I/2 C 110 45 SHOWN ' HET•'1 EDGE 5/4 X`WOOD TRIM _ - EXTERIOR 9TORAaE ROOF f�ELO r 1-0• SAP SIDING --- COMPOSITION SHINGLES OVER 300 BLDG,PAPER OVER 5/8`PLY WOOD- SEE DETAIL 3/A5 3 FOR RAKE"COND-ON Vf .- � - --- TRIM AI5OVE,SEE SECTION . .. . . . . . . . . TERN FELT LIP WALL �� 5/4 X 4°WOOD TRIM A5.2 FOR LOCATION / 5/4 X 8.WOOD TRR" � . . _I�. . . �-- 5/..'6 ,u00D'R:^^ ROOF JOISTS-ME STRUCTUR,�L �---- - 5/A X 0•'WOOD TW- r _ 5/4 X b WOOD TRIM -- EXTERIOR 5TORAGE L1:AL,- QJ LAYERS 5/8"GYP.W.-SEE 5+"1EET C.ONTINLIE5 BELOW Al 95 FOR FLOOR/CEILING 7'T-PES O ed H ENTRY cOLI�MN f�lr4N NEARER +� ENTRY USING L"LL SECTION * EXT. STOR. IN � 8 9 UJ„ O UJAL.L PLAN EXT. STOR. SCREEN UJALL �1.�tiN 6 � v2 . r- c� � i yr. � - o° i yr . r-o• i ii7 ■ � - o' 10 ,: 1 ,. WOOD STUD BE14ND '- - - -'-- C:1NCRETE BASE•C�-"MFER �2 ■ - a SEE WALL SE��TION6 AND --- --- r 1 V� O BATTEN TYP. - - - - - - - TOP EDGE 3/r"TYP- S1aW A2.8 FOR FLOOR, /� PLACE PANEL JOINTS BEHIND I I SEE 5TRl1GTURAL Q CEILING A58E1'�BLIES -- Y-- j BATTENS.TYP I I Op b PRE- 4WA,ED METAL --�'\ ' -a- E - - - - , I C •�1 FLt1,t}NING HET'i EDGE CCh'4'ID6RION SNNNGLE5 I X 3 uXX_')J TRIM, I i�•l OVER"FELT OVER 5/8" I COLUMN,CONSTRUCTION- C P'I_YUIOOD d I 1 °`e"E i7ETA,L b/A5.2 D /--- CE'-1ENTITOU5 SDING OVER BLDG L _ _ _ J /� E !APER OVER 9/8'GYP 5 E.A'r4. Nrj V/ E 101ST HANGER- "-�-- OVER WOOD FRAMING - �STRucTURAI_ --- 3RI��L.IOOR CaAl�L.E 89plNCs VETAIL — _ � A - /---- WALL ASSEMBLY-SEE DETAIL -- WOOD STUD BEHIND b/A51 �F JObTB- '' a D.4TTEN Tl P. 2X6 P.T.SILL PLATE W/ SEE STRUCTURAL - 5/4 Y PAINTED WOOD i PLACE PAI`-;e_' ,.'hNTg BE{-NND r D.AT1E/� EYP ANGI-1010 BOLTS SEE 9TRUCT Tft" tv '. ------- f'RE-FINISHED MTL.FLA_o*4NG SET IN CONT.SEALANT 5/W DEAD BOARD OVI!R V (T LAYIERB 5/0"GYP tr 1 X 2 WOOD Tfti - - „ 81-_AT"NG ' % - CONCRETE 5ASE-SEE 5TRUCT - CEMENTITICJU,S SIDING OVER BLDG PAPER OVER 5/8'G YP 51-IEAT"W_s ;�P ER OVEM OVER 'G'v p - - , • � � --- � OVER WOOD FRAM 140 --- IN PAPER OVER 2x6 - f - CONCRETE STEM ILIAL L r-RAr1NG-WE STRUCTURAL a �I"OO��aADL.E SDlT�1Cs DE'TAII_ ,/� AND FOOTING-SEE aOR PLYWOOD LOCATIONS YL 10" STRUCTURAL iETAII slnlNo t�ETAIL � C�LEs - ENTRY coLuMN �►SE �; w 5 I/2 11/7 VERIFY DR-RENVONS JT" �—-- LIGHT FD(TLIRE WEE AND LVTH -- -- MWOMESS WOW B!!8 - -- 2 M 10 UJIM TRIM BACKING 1 • - FIXTURE + BEVEL EDGES 20002 W - LAP SIDING-CAULK 4 5-18-01 — --_ . _ __ -- __—_--------- •!:IGFs o - SGREUJS -. l --- SCREWS - 2■b COIRI'WR 80ARL"�!! 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'� 300 FELT ON 5/8" PLYWOOD COMPOSITION SHINGLES OVER /----- ROOF JOISTS-SEE STRuCT 1 Xa RAFTER TAILS kX9>RAFTER TAIL I i i I/2 X b"P1QE-FINISHED 3p•FELT ON 5/;~" PLYWOOD ATTACr4ED TO PORTLkND,Qr'(:!'0`J EDGE META,.FLASHIN:; ROOF FRAMING- - GOMPONTav SHINGLE5 OVER I%2"X 4'PRE-FINK�3ED 1 _ —11/2'X b"PRE-FINISHED SEE STRUCTURAL 030 FELT ON 5/8"PLYWOOD /-- � — I X3 PAINTED 0000 TRIM EDGE METAL FLASHING / EDGE METAL FLASHINC� 2 X 8 PAINTED lL.7pD FASCIA _ - I X 3 WOOD TRIM / E/DGE MTL.FL�ASHINGD O�. - I t. I/1 X 4"PRE-FIN15HED \ ' GUTTER EDGE MTL.FLA5"43 2 X 8 PAINTED WOOD FASCIA ' � ~ � U GUTTER I 2 x 4 LOOKOUTS;SEE STRUGT. GUTTER 2 x 4 TRIM BD. C)L- 2 x 4 WOOD TR 3/8'SEALANT -2 x(p WOOD SPACER W/BACKER ROD 1X6 WOOD TRIM 3/8 SE4LAn`T JON W/BACKER ROD ROOF FR2 X a PAINTED u)00D 4"iNG-SEE 5TRUCT. FSGlA SPLICE 1 2 X 8 WOOD FASCIA WLAP SIDING OVER BLDG -- 3/8"SEALANT AALU/ ' 1, /45 GUTS ♦ c PAPER OVER 5/8 GYP v- � _---_-- — LAP SIDING OVER BLDCs W/54GKER ROE) 45'GUT°„v X 8 W- \ 2X6 WOOD TRIM PAPER OVER 5/8"GYP -- ---EXT WA"L-SEE FLR PLAN - 4X .X_%J�B�'JCKirv.a '�- 9HEA?RING Oti'ER 2X6 S' SHEATHING OVER 2X6 FRAMING \ FOR WALL TYPE --- 3/8"SEALANT W/BACKER ROD FOR I FRA!'ANG-SEE 5`RUGTURAL H-- . -SEE STRUCTURAL FOR r'LY WOOD Sc�1_A^,T PLYWOOD LOCATIONS _ 1 X 8 PAINTED WOOD LOCATIONS U Fl(SPLICE -—i -- - ?r b ROOF JO19T-SEE 5TRUGT LL.P SIDING OVER BLDG.PAPER - - SEE RGA FOR ROC-/ W/45*CUT°v OVER 5/8"GYP.SHEATHING- — LAP SIDING OVER B_JG /'� Q CEILING A99EMDL� SEE 3TRUCTUR.LL FOR PLY WOOD PAPER OVER 5/8'3 - ( ) W CAL RAKE �� E R^` RAKE / LOCATIONS SHEATHING OVER 2,ra FRA^^tiG �✓ r 1 I/2" • I'- O" 2 I I/2"■ I'-O" 3 / � ,_ �"F+ ,�►Y� �a S�=D =OO�S �t01Q,4�s� 1�00� W &7 < 4 c LAPSIDING OVER BLDG. CETIENTITIOUB PANEL SIDING COMPOSITION S4 NNG�ES r O""FOSrrIOti J 5 PCR INC O 5/8" (o W/WOOD BATTENS-SEE I2/A5.2 _ _ OVER 30•FEL'ON 5/e __ _ 5-NG-E5 °vHE.�THING OVER 2X6 FOR SIZE AND SPACING 2-O PLYU100D /� O'✓ER 30•FELT ON 5 8 P_-WOOD n, FRArWNG-SEE STRUCTURAL FOR PL''UOOD LOCATIONS - 2 X 4 WOOD TRIM -^ 5 8 G''P.SHEATHING , — ASPw,^,.T SHINGLES OVER - - _ - - _ - , - ?DRE-FINSHED METAL,FL,4SHING, - - - - !117'X 3"PRE-FiN191.1ED - - - - - - /Z X 3"PRE-FINI9HE^ HEM EDGE /7' CONGEALED RIDGE VENT _ - - -- EDGE M PRE F FINISHED EDGE METALFLASHING 1 1/2 WIDE ANT. OPENING MIN - I - 1 3 WOOD TRIM I x 3 WOOD TRT^ Gc�MPtiSIT10N SI�INGLES OVER COMPOSITE SHINGLES I 2 X 8 PAINTED WOOD /r •30 FELT OVER 5/8"PLYWOOD ON ROOFING FELT FASCIA 2 X 8 PAINTED WOOD ! °.�HE.4TI-WNG-SEE STRUCT, �- PRE-FINISHED^1ETAL Fl.�a91-NNG 2X4 Ou'RiC"cGER F I _ ASCiA / /4X8 WOOD TRIM ROOF FRAMING;SEE -- 2 X 4 WOOD TRM 2X4 OU RIGGER ` 5TRICTURAL TRUSSESNUF.ROOT= F_ -- I OVER G OVER BLDG P PER —- - PRE-FINISHED METAL SLASHING OVER 2X6 FRAMING-SEE 3/d"SEALANT W/BACKER ROD STRUCTURAL FOR PLYWOOD b• 3 -49 I LOCATIONS � GEMENTITIOUS SIDING OVER BLDG,PAPER T. • O ---- PRE-FIN; HED MTL.FLASHING. �1 OVER 5/D'GYP,S1-IEATHNNG,OVER 1/2"PLYWOOD HEM EDGE OVER GABLE TRUSS Qm� o--- - COMPOSITION SHINGLES OVER � 30•FELT. TURN FELT JP WAL, WOOD BATTENS BEY OND-SEE DETAIL 12/A5.2 -- - FOR LOCATIONS /v� - -.� y J - LAP SIDING OVER BLDG -�`-"--- 2 x 4 NAILER O PAPER OVER 5/8"GYP `" EX c',0 STUD WALL AND lU -AYER _ JOIST SHEATHING OVER 2X6 FRAMING- EXTEND STUD WALL AND(1/DYER 3/8 Gyr-1 SHEATHING TO uNDERSI.:E "�' 5TRU HANGER-SEE __ SEE STRUCTURAL FOR PLYWOOD 5/8"GYP.SHEATE TING TO UNDERSIDE OF ROOF SHEATHING �j G� STRUGTLIFAL LOCATIONS _V OF ROOF DECKING O Ram D TT�►Il.. R-CO E WENT �° 11/2"■ r- o• 1 11/2"■ 1'-a' S T PIC�L C 1. T1�It" STEP ,G1�00r GAMILE 0VERRHA 1 o o >~ 11/2 ■ 1 - a' « 1 I/2„ 1 O ,p ' � ."- 5/is t°►t--an Plnnan��VFa ' • �1 i., - COMPOSITION SHINGLE@ (2/LAYERS 5/8"GYP. COMPOS'ON 5 ^GLEE OVER 030 B-DG OVER 030 DLOG PAPER SHEATHING OVER 2X4 FA!�ER OVER 5/8`" `r O COMPOSITE ROOF 4HMGLE3 OVER 5/8" PLYWOOD L WOOD OVER \ -� OVE'1 2X6 RAFTERS 3" BEARI!,,G VARfES_ FRAMING 12"O.C. t., OVER 30�CO DIN--PAPER SEE ROOF PLAN - COMPOSITION SHINGLES 2X4 OUTRIGGER Xb RAFTERS 24"O.G OVER 5/8"PLYWOOD 9F�:.�THING •Z4"O.G. -SEE STRUCTURAL OVER 030 BLDG PAPER - - OVER 5/8" PLYWOOD OVER 2X6 RAFTERS IX 3 WOOD TRIM M SHEET METAL GRICKc-r ON 5/8" _ ROOF FRAMING-SEE STRUGT. 0 24"O.G. -SEE 5TRUC. URAL ALY WOOD ROOF 9!-�E.ATHOVG- 2 X 8 PAINTED EXTEND 5NT.MTL.TO RIDGE 5/8"GYP.Bp. WOOD PAINTED ------ BOTH'��'' 2X6 WOOD TRIM 5/4;K b"WOOD TRIM OVER 12 •c BLDG.PAPER OVER 5/8" 2 X 4 WOOD TRIM A5.2 E 5/6'GYP. BD. GYP.BD.OVER 2X4 \/AFl 4° FRAMING SEE ROOF *•- -- 11/2")K 3"PR�INISHEp GEMENTITIOuS PANELS W% - -----�--- ----•••{{{ � r o MIN MTL EDGE FLA5i ANG IX2 BATTENS*12"O.G. GEMENTITIOU5 PANELS W/ GUTTER OVER BLDG.PAPER OVER 5/8 ^� GYP. SHEHTHING OVER 2X4 I ^� U100D BATTENS OVER BLDG. F!¢AMING • PAPER OVER 5/8"GYP. SHEATHING OVER 2X6 FRAMING 2 X 8 PAINTED LUOOD FASCIA 5/8"G P.8D. _ B.O.BEAM _ 5/4 X UJOOD TRIM EL. -6"A.F F 4 X BEAM bX B4O.BEAM ' SEE STRUCTURAL EL.'1'-b"A.F.F. ----- - - 2 4X BEA bX•SIM 5/4X 8'WOOD TRIM ;- 4 X BEIM BEYOND --- M A5.2 ` -- - - -- --r -SEE STRUCTURAL 5/4 WOOD TRIM 5/4 X 8"WOOD TR M 5/4 X 8"WOOD TRIM, 2 X b WOOD TRIM•C,41- 4X ----- - -r BEAM,bX•5M. EQ ETA. 5/4 aJOpp TRIM ` —� -.-_-__--_ -- -_-- -SEE STRUCTURAL 5/8"BERG BOARD OVER --- ' ' 5/4 WOOD TRIM 2 X b WOOD?RIM .:AP 2'LAY ERS D/8"GYP BD. ' - �__�� OVER 2X4 FRAMING•12'O.0 ROOF STRUCTURAL — 5/8"BEAD BOARD OVER b X b WOOD POST- SEE STRUCTURAL -� Q LAYERS 5/8"GYP. SEE STRUCTURAL bXb WOOD 10057- ; 5HEATHING OVI_�2X4 "wPLE COLUMN�SIM. SEE 5TRuCTURAL —' -'--'-- --1-- GR� - FRAMING 0 12'0.C. PORCH ROOF PORC.I-� �41�� PORGY C�:�I IN v� --- r-O„ 11/2 ■ 1 - O" 11/2 ■ 1 - a �.., GorPOSITION SHINGLES ON 030 FELT ON 5/8"PLYWOOD --2 x 4 WALL FRAMNG LU/ '40OF TRI-65-SEE STRUCT. E•■� SOUND;Nell \ W �--0 2x INTERIOR PARTITION FRAMING. ^<"X 4"PRE-FIrJ SHED T?T'.1-1.9t UNIT DQ"V�1NG EDGE MTL.FLASMNG UALL.SEE FLR PLAN FUR WALL TYPES Gu rTER 1/2"PLYWOOD&4EATWING; �_-- SEE STRUCTURAL FOR T LOCATIONS �o®O2 2 x 4 WOOD TRIM L _(W Z x 6 atERKM r/ ' 3✓W SEALANT,JOINT W LLl -- -- WALL FRAMING a 5-18-01 U1/BACKER ROD c, r-- a<�lRGLASA ay>'StJI_ATk Hv y O s ..: LAP SIDING OVEW BLDG. 2 X 0 PAINTED WOOD W � r PAPER OVER 5/0"GeYP FASCIA(SPLICE ; 3 7 TYr,EXT WALL:SEE FLR SWEATHIW5 OVP!R 1/2` lU/4S'GUTS) t w Jc f"L.4N FOR LL14L.L TYPES PLY IlJO(�.1 OYt:R 2Xa r a «, STUD FRAh?Wx - 'n�Wi�RFt ?0[709 A5 3 pMly ' • HWITO EAVE �r+v I / 11157/59111 Nall Blvd. :? I7 r- O' 01-00012 BUP2001-0011501152/15 25 of 65 v 1 .. N.��? , . .. . 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HART, JR. ',� 5/8"GYP SHFATI.IING ° aEATb ZING OVER 1DX6 -` O P dD.TO TOP 9"IUDE F-ASHINCa F '�'liLf all t � PAPER OVER 5/8"GYP GYP.Dp. I WINDOW A58EMHLY - LAP BL�INu OVER BLDG -- EXTEND GYP APER AT PAPER OVER 5/8'GYP SHEATI-IING OVER I/7' 2 PLYWOOD°.�I-IEATHING FRAMING OF FLR. SILL;APP;Y t,pRIZONTA;.L� POR L �D. REG�N PLYWOOD OVER 1/2• l EXTEND ENDS PAST EDGE PLYWOOD 9HEA'1aING OVER 2X6 RAMING- F _ _ - 4 EVERT.FLASHING T BE o OVER ZXb FRAMING I HEADER-SEE STRLiGT. APPLIED :.TER FASTEN ` UNDOw R- , -- TOP EDGE OF F-A-5+4NG O L WOOD TRJM - 5TRL.LT HFADE SEE � -i-rE.4DER-SEE STRUGT. PAPER ONLY AT TT PK:AL W FLAS"NG PAPER GOMM1lJI�ITY , 2 x BLOCKING �3) 9 L \ DE ,iAM!8 APPLY VERTICALLY. �--- U RIGID INSUL.•T ON CENTER EXTEND BEYOND 5".L SHIM FLA5�-*NG!ABOVE t.ii-eRE -- PRE-FIN MTL.FLASHING HEt+D FLASHI WINDOW _-- - PRE-FIN MTL.FLA&4NG NG iJ L� d µFAD AND INTERSECT�'--PRE-FIN MTL J.4MIB 5/4 x 4 WOOD TRIM {� 'NBTALL WINDO;,r•APPL• - `-- il 5/4 r 4 WOOD TRIM-ALIGN �i "� FLASHING - '�� W/DOOR HEAD TRIM , 3/8"SEALANT `-"��__._ / CONT.SEALANT TO BACK q -- 3/a'•x 2"BULLNOSE - 3/8"SEALANT _/4"x 4 WOOD TRIM BIDE OF'10UNTING FLANGES tlJ k VERIFY ALIGNMENT W/ `�._ WOOD C-G SING ! , F'tR MIANUF INSTR,Z' WINDOW HEAD TRIM ... C - - VERIFY TH15 DIMEN50N NOTE F"_ASH P P , VINYL IIANDOuJ W/ "GLAZING Fe e e \� NG A E1 o ----- - VINY L WINDOW W/I'GLAZING - W/WINDOW HEAD TRIM u UNC NO STOP AT SI-IDiw.s OR BARRIER . BE A VAF"pR ` GY F DD M(d GY P W. ��'� --- MTL.DOOR HEAD dl-FOLD DOORS / COATE)4;GRADEe.ED B PRODU -----�, 1 i-- - - 314";K 7 BULLNOSE WOOD RECOMMENDED-RoDur_-. CASING '! t-IOISTOP r-LA-544NG BY U --- DOOR -SEE 5CHEDI J FRTTIFSER OR APFRoVED [ 1 w l� �-�4D (JAMB SIM) U�INDOUJ I - 0 � I-NCI-� �4�U I-�.M. I�O�JR 1-�,4D (JAM= SIM) ��.�...✓✓ i 3 -01 - 0 , le_ a' 111761,-a 3 3" x e- ae DOOM LI=A CJ,41" , SIM,1► w �J L. NOTE: ---- ------ --- --- r SEE 171A5.4 FOR TYPICAL --+ - - DOOR FRAME:SEE DOOR SCHED. U WINDOW INS 7X L LATION - GYP.BD.ON 2x4 STUDS; C SEC AJENGE --t --- - _ EX7 DOC.Z;SEE DOOR 5CHED. EXTEND GYP BD.TO TOP ,--��" �j --- VIN"1. WINDOW W/I"GLAZING - - i _ SEAL,�NT OF FLR. • UNI �- ---- - - ALUM.THRESHOLD I � -- - - --- 5J AF++�L` ON*. _ __:- IX 9'AINED WOOD TRIM W/ ' .+FADER-SEE STRU-T CSEAL ALONG 'OP�JINDOW MOUNTING BEVELED EDGES- - VINYL DOOR BOTTOM F-ANGE;EMBED BO^0`"OF i EXTEND'lit"DEY OND SEALANT • _ +FAD FLAS�+ING AGA: - .J OPENING N5 NDOW ENNG I SEA-AN-(F�.AS"aNG GOES r111 / CONCRETE WALK SLOPE V8"PER FT. OVER°✓Eo,ANT.EXTEND 3/8"SEALANT j •+FAD F-48e•4iNG 5E`'OND / EA-4"5 FLASHNG,FA5'EN W/BACKER ROD a �' 3/4"X 21/2 WOOD MASE TRIM- :`< N PAGE PROVIDE BULLNOSE AT TOP / d 4 ` BUILDING PAPER -- - --- W GONG.SLAB---__ .__.___-_ . - -- 3/4 X Z BULLN05E 5/4 ,4;,,IpOp TRIM p p V •� WOOD CASING \ PRE-FIN M'TL FLA5 4NG .__-- - EXr0AN5'AN JOINT -- - - SEALANT 4 -A GONC.SLAB e LAP SIDING OVER BLDG OR BRACKET DO t , 9 PAPER OVER 5/8'GYP e e GYP.5D PIN15-1,,.-V.II 'p BUTT �- 5HEATHNG OVER 1/7 4 RIGID INSULATION TO FLR ' PLYWOOD SHEATHINILL-JL-Ai I G I C ... OVER 2X6 FRAMING V RETURN .1D Bw°E TO F O DOOR IX STAINED WOOD TRIM- ADHESIVC RLBJER S'0im*;L'7 .� -- EXTEND 3/4"BEYOND A .-T NG.FTG, •'� BASE 51DE OF DOOR eL WINDOW OPENING C. SEE STRLIC. t�INDOW SILL THRESNO!_D IST !`LOOK TYP. UJOOD 45 +-� 4.0 �3YPASS DOOR HEA 1"5 %sm/ SILL. � � 3,1 a 1'- a' -I 6"_ '- a' -- � � �Jr� � � � � 3O = L_ a' v D Op.R /----- ___ wELDE.',';4 NOM.STEEL • ^) r,.. n I PIPE G"4RDRAIL- GALV. NOTE: SEE°vGHEDULE t PAINTED cSFE ELEVSI SEE i't/A5,4 FOR TYPICAL - -- - ALUMINUM THRE5HOLD - 41/8' uANDOW INSTALLATION I'X 4"P.T. (4 3/4"i 5M� V SEQUENCE STOP ---PRE-FIN151,4M METAL L y / FLA514NG SET IN SEALANT - - - PRE-FINI5WED METAL (IFLASHING SET IN SEALANT DECK WWI" `--- - - 3/4"r 3/8'5TL.FLAT BAR oo "s 1/7'CONCRETE TOPPING OVER DECK 6YBTEt°7 BALUSTERS a^O.C. DRAINAGE MAT OVER 60 MIL 21/7 CONCRETE TOPPING OVER WELD TO PIPE-GALV.! �bJ 15_B 3C"+1 0I BLDG. WATERPROOF MEMBRANE DRAINAGE MAT OVER 60 MIL I PAINTED , j - VINYL WINDOW SLOPE OVER 3/4"P,T.ROUGW-SAWN PLY. l PROOF MEM1 BANE . •C "11 IN A lU ''LOPE/i"GLAZING UNIT I/ "/FT. I --.. OVER 3/ PLY. 7'GJF-ATI,4ERWARD MANNER:21/ ONG.TOPPING ON - f LAP BLDG PAPER OVER C DRAINAGE MAT ON LAPAPER 0 • • • - " r'1EM15-W.P.ON 3/4" r _ FSHING ^ ' �T - JAMB°✓5L IP BLDG PAPER �V r- ROUCaH-SAWN aP!IJVDER F�AB�uNG SILL C -1 SEALANT W/f84GKER ROD • ' m 1 1/4" 7 I I/4' O - SLOPE 41/2"x4 1/ x3/16" 5%, PLATE SET IN SEALANT ° W/4-3/8'*x10"L LAG �y { • � _--- BUILDndCs PAPER • ' • c� BOLTS-GALV.!PAINTED 1 , ol - -- - 5/4 WOOD TRIM PREFIN-ALUM.TEE °SEALANT SCREWED TO RIM J0157 - -- ----- W/BACKER ROD 3 t8• MITER CORNERS • MEMB.W.P.LAPPED OVER t FLR 5TRUCT.;SEE 5TRUCT. FLR 5TRUCT.;SEE 5TRUCT. PREFIN 5"T.MTL FLA51-i . VINYL WINDOW , - -- 3/8"SEALANT JOINT 3/8"SEALANT JOINT _ -- 5/4x 10lLID 1'R(M - I- 1-µR FLR/CEILING;SEE RCP GYP 50.,JAMIE FOR- - - O FLR/CER FLR/GEILIU G;SEE TYPES S - FOR FLR/CEILING TYPES VAVARIES5EF P 5/8"GYP.SHFATµING 0 91M, EXT.WALL:SEE FLOOR LAIvB - - _ _-- . EXT.WALL;SEE FLOOR -_ II 6x8 RIM BM.W/SLOPED P.T. - �_---- FLAN FOR WALL TY-PE5 FLAN FOR WALL TYPES 2x8 JOISTS ON LU HNGR5. --�----------- -- TREATED 6x 10 BEAM- 3"m EAM- l•� �DC�UJ �►�"� TI-SSI-QLD - - - SEE STRUGT. 3"_ '-°" li Pte ► u- PECK EDGE 112"- r- C. 43/ L••r -- TREATED 6x6 POST W/BCb P05T BASE - 3/8"SEALANT,JOINT-CONT. 5TL-GI.ARDRAILLY PER 12/A5.4 4 SIDES OF POST 455E15 (- 'NSTALL WOOD TRIM 4 5DE9 W 2 I/2"CONC.TOPPING ON OF--�� WINDOW W/MTL. IX- 2 I/2"GONG.TOPPING-SEE STRUGT. DRAINAGE MAT ON FLASI•'ANG 0µFAD A 51L.. --- - - MET15.W.P.ON 3/4"P.T ° F PREFIN.ALUM.TEE-CUT 11/4" 2" 11/4" ROUGH-SAWN PLY e - ----- AROUND P05T56 8 --41/2"x4 1/7x3/16" 5TL. A5.a ---- - PLATE SET IN SEALANT W.P.MEMB.-TURN UP F.O. :.. W/4-3/8Y x10 L.LAG POST,ADHERE AND SEAL e • • • ° ' ''� • 4 � n BOLTS-GAL V.l PAINTED z Z11 - TO r°05T ' ---- CEMENTITk:)Lh-A-SIDNG- APPLY PER MANLF INSTRUCTIONS PROVIDE PREFIN ALUM.TEE BACKER ROD A SFALANT 1 1 . r'IET•'D W P LAPPED OVER SCREWED TO RIM JOIST- 1_ 0 JAMB5 � 3/8" PREFIN 5HT.MTL.FLASH •' MI G. 3/8TER CORNERS A5 1 -* -MelB.W.P LAPPED OVEIa J/' DRAINAGE MAT-TURN UP 20002 r F.O.POST _ PREFIN,L-44T.MTL FLA5HG. / 1 -- 6x8 RIM BEAM -5/4x10 WD.TRIM / w ' ----PREFIN. MRL FLA5HG.- g o 5-18-01 -- 5/4x10 r> TRIM LAP BLTXs.PAPER i -- ' OVER FLASHG. -� - -- I-4.IR FLR/CEILING;SEE 5HT A2.8 FOR FLR; ---- 6x8 RIM BEAM rn CEILING TY PES I-HR FLRiGEILING;SEE -� A5A f a -- TL. FLAa,JGT.A2.8 FOR FLR/ � � _ I w II M fr LAP D :FILING TYPE$OVER FLAS"GLDG.PAPER EXT WALL:SEE FLOOR ' PLAN FOR WALL TYPF5 t t 15N59/81IBJ Nall f g v<,„� - --- EXT.WALL;SEE FLOOR vd �w PLAN 01-00012 8UP2001.00150#152/15 - - -�-- - t-01R WALL TYPE5 2s or 65 POST X480 FLAB 1-�lC� � 4R� IL. w D CSC DCIS 3"" = 1'- a' 116 r- ; ' i� JINDC�UJL�►S�NINC� SEDGE N.T.S. 04 EUI IiilITill IIII IIII IIII IIII Illi IIII !II- I IIII Ifll IIII Illi IIII IIII IIII IIII IIII I Ijl IIII 111 Illi IIII Itll 1111 IIII III 1 I IIII IIB 111 I it IIII III IIII i 11 II ( IIII IIII III Itll IIII 1111 1111 III LEOI�IL!'T1►STRIP CID � i b 1� I L I I ill I IIS I 1l4 ; 21 22 23 24 25 28 217 28 29 30 may, 1 i. 2., wMDMI !D2 � w . 1111141 Bit Fi:4 t ON- a t , Rhyl t'ql 1 Iti -, f. n •tEai .i, ,."., .A.4r'e it;,, , .6 W ,,A. .dt,.w. , .'. :.w -`e: .. ri .d .,,..::-1 .alu: .. ", -,:. �:• .....: aY. o- • W' '.'W, .-. „ ,.Wb^'! v .Y, , } ?ro : - ,Y..x1 a. ,_ ... J� r :N:.u!K ,.. .,s.,r ,. vt.. a.tl9 r ,s;,f.{ r• k rt:Y-...... _. .. .r..,�Sw#a Y�yF; :uY y - 2 r �f • rt TYP LHR.FLOOFt/CEILING ASSEI•'BL T SEE SHEET A2.6 FOR TYP.1-RR.RATED FLOOR/ Y VtL 4 CEILING,assEMBLY;SEE FLOOR/CEILING TYPE RCP FOR FLR/CELING TYPES NI*LfAF,,HART, 1R. TYP I-RR WALL ASSIR-11M ': \ )SEE FLOOR PLAN FOR WALL - 2 X SOLID BLOCK ING W/TYPE I RR FLOOR/CEILING 5OUf,0INSULATION ASSEMBLY.VAR1E°r 10"TJ!FLOOR JOISTS W/ EE STRuG—T • PGV -� ' — FldlERGLASS TLlS SEE SHEET A2.8 FOR 5/8"GYP.BD Y ASSEMBLY TYPES 5/'8"GYP BD D WOOD OVER 5/8"GY1Q.B . T ONL'r 0WOODWill Ill tillitilittifflill OF or�J t• -- 12' LAYERS 5/G"GTP.BD, y Y WRAF'AROUND FLcTURE 1 IXfo WOOD TRIr^SURROUND U ' I PURPOSE R100*•' l-L;LAY ERS 1-1/7X II-1/8" .1DOD BL00GKING RECESSED LIGHT FIXTURE `- - SLE RCP FOR LOCATIONS 2X4 5TL.De*!(G O.G. u PLY WOOD WEB JOIsT5-SEE sTRUCT -- _ ATTAGI-IED TO TRUSS IFLIGHT „ ¢ ILLI F XTURE .FLOOR/CEILING ASSEMBLY- - STEEL DUCT;SEE 0.4 ; �� • C !� SEE GEWNG PLANS AND SHEET A28 - FOR-EUN PL 9 EXHAUST FAN 5/$"GYP.BD ON 5IDE5 _ !BOTTOM OF JO157 CAVITY j' ----- DEMISING WALL'SEE 5•rEET A2.8 FOR • — f1i LAY E'R5 5/8 GYP.Bp. IXb WOOD TRIM,i)ALg U SEE RUC-T'IBL!E5 _ OVER 1/7' RESILENr CkANNEL PAINTED { ( ) ILLI /- SEE STRUCTURAL_FOR LY WOOD LOCATIONS FIRE CAULK -_ 5/P, G'f F BD III— II-_ ASS LY +� RECESB� LIGHT FD<TURE ! WR. ,JOIST' CAVITY 50FFIT DETAIL Lu - II/2" ■ 1'- a' 0- .............. 11/2"• I'-a 4 I- F � _ SEE INTERIOR EL ATION.FOR _O --- 4"BACKSPLASH LOCATION _ - ---" ""-LAM FACED UPPER Q 4"P-LAM BACK5PLASR _ 5/8"TYPE'X GY F. - - CABINET-SEE NT.ELEVS �. ON I/2'PLY WOO(n BD.AT ALL RATED WOOD VEI AC FARE ON --._ _. -__ --- G.4DINET BACK-ORIENT WOOD FOR LOCATION P-LAM COUNTER TOP WALLS • i --"""� GRAIN TO MATCH CABINETS ` W/SELF EDGE - - --- '--LAM e*-CLVE5 OVER 3/4 ADJUSTABLE SHELVES p rr - - FLY WOOD t ALIGN W/TOP DRAU1ER- •" E SEE INTERIOR ELEVATIONS WOOD TR"FACING 70 MATGN --- - _ --- 3 WRE PUL L TYF CABINETS.TMP N y P-LAM COUNTER t SEES - P-LAM COUNTER!SELF -- 1 �4 EDGE-ALL EXPOSED P-�.,4M FACED DI ANK I 1 :;: I - EDGE-ALL ExP03ED PLATE _ I 1 i': - SURFACES,TYP Z -- 5URFACE5,TYF'. -- _. -WIRE PULL TYP. -- 1 REMOVABLE CABINET - - WRAP EXPOSED HOT WATER 1 ; T --- -___._ WIRE PULLS - DOORS!TOE KICK� !DRAIN LINES W/PIPE 1 ALL IST FLOOR UNITS -- WIRE PaLs }}�� -' — ------ -' PROVIDE DETAIL FOR INSULATION TY P. Y 1 � SUPPORT OF CANTILEVER 1 ; :;: BAR-COORD.W/ARC"TEGT 15 P-LAM FACED CABINET � 1 �, KNEE!TOE SPACE DOOR W/180'BINGE t4 (," BOUNDARY — CABINET DOOR; CABINET DOOR P-LAM OVER 1/2"PLYtLD N - SEE INT.ELEV -.. SEE INT.E-EV S': • -- I - ---- P-LAM CABINET FACE '' BEYOND _ .. _ _ '.t •:DJU.9TABLE S;rFLc C -REMOVA SLE BOTTOM SHELF AND TOE KICK AT ALL 1ST _ RUN SHEET VINYL TO AD�rgTABLE°.,REEF FLOOR UNITS 1 WALL UNDER VANITY - -- — -- WOOD VENEER FACE ON r BASE ALL IST FLOOR CABINS'BACK-ORIENT RUBBER BASE AROUND I I• UNITf GRAN TO MATCH CABINETS --- F v, 3 CABINET BASE!ALONG ^'_:{..::::...::::........:: .... f aD Z .• 'i;F' •--- WALE BEYOND BACK WALL I RJN FLOOR FINISH UNDER I v RLBBER BASE - RUBBER B.:SE CABINET BASE AT ALL IST I F'_OOR UNITS DID /� *' II ' (� 11/��I�tI1'1' 3 WOO As 3 ° O v V1�l W/ V � 1` D BASE CVMI�l M•1 Q to IM . r- a 8 Ilirl - r-o' III, II_ al 10 Ills- a' . .., E IXb SraiNED � C T'YP.FLR.GEILINrs � a ASSEMBLY-RCP FOR '�---- '--TYP.FLR.CEILING EEE PLANS VAR E9 PER LOCATION- ,WOOD RAP 1 FLOOR/CEILING ASSEMBLY-RCP FOR — -- -- ASSEMBLY FLOOR/CELING -O. ASSEMBLY UC�+ -_� y,�� MECH.DUCT,SIZE VARIES- � \ W� O MECH.DUCT,SIZE VARIES- SIZE AND LOCATIONOR DIST AND LOCATION 11/2"- 3/4"I IELAMINE I I I x 3 STAINED U100D • SEE MECH.DWGS.FOR SIZE TRIM T SIDES!END �y CLR. •-�._s/e•GYP BD. 5/V GYP.BD.•EXT. 2x FRAMED WALL;SEE FLR MELAMINE SHELVES- O i PLAN FOR WALL TYPES SEE!NTERiOR ELEV. �� _- 2x FRAMED WALL SEE �i 1X4 MELAMINE GLEAr TMP FLR PLAN FOR WALL 2 X 4 ScaFFIT FRAMING Q3 •SIDES AND BACK OF TY1+E8 r METAL BRACKETS J SHELVES,TYP, ---- 2x4 SOFFIT FRAMING 0 w - - ---- 2 r 4 lWD STUDS W/5/e 2 X4 FLAT SOFFIT FRAMING VER f ICLE STANCHIONS U:a METAL SHELF AND ROD !�`"BD.1107"SIDES �r CABINETS WHERE THEY - 24"O.C. d SUPPORT BRACKET AT � OCCUR u CENTER OF SHELF FC.Q I AL d1 r LENGTHS OVER 4'-0' •i - d \� PROVIDE BLOCKING FOR — Ix MELAMINE•SUPPORT SEE RCP - WALL MOUNTS 0 STLO WALLS BRACKET LOCATIONS •�------ ---�. � VARIES r �� TYPIG�►L �r-rr * GA5I .S � rrPlG,a►L SO��IT - � � uJi R� �.!HLF�- * RO0 ��' 00 CAF � LOW WALLII/r1V_a I" , I'- O" II/211 =P 1�✓ 3" = , - C' W J Jl WWs 9. 1- 20002 W LI 5 - 18 - 01 Rv 7 a !n u, W I n r Z 111157159161163 Hall Blvd. V 0100012 BUP2001-001501152115 • 27 of 65 .i. 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MAX. a IZ4 A. .. C. D 1 TUB/SHOWER ENCLOSURE F- „�.. o PROVIDE BLOCKING FOR LU GRAB DARE ACCO SS I�L E3ATNR001"I iJN I T A2 Li ` r U � Q s U d J 1 PR,RY _ 1. 1. _ 5 EQUAL Z i q EQ. 2'-6111 Z 0 EO. I er, SOFFrr ABOVE CABINETS (Z) ADJ. SHELVES-TYP. -� OPEN 6HELVEG LOCATE RANGi' HOOD - o - DIRECTLY OVER OVEN k _ DOUBLE SINK W/" _ �� 7-77 -_ - A DISPOSAL 1 n - =I �-J P-LAM COUNTER IN/ BAR COUNTdR-SEE in Af.l 4" SACKSPLASH•• TYP. SECTION r ADJ. SHELVES, TYP. -- _ WOOD FACED CABINET Q, SACKS- SEE SECTION _ VERIFY' Z'-i l ql Z'_`" Z'-0" 2'-10 3'-2" A. ANA 1 � A..1 2 ACC SS15LE KITCHEN— UNI A2 - LIGHT FIXTURE - 1 - — 90r3E MIRROR W/ PAPER TOWEL METAL EDGE TYP. DISPENSER/ DISPOSAL PROVIDE BLOCKING FOR I� MOUNT BOT. EDGE ON T > GRAD BARB -O" e'-6" I - ►t"�� / A TOP OP DACKSPLABH - WAINSCOT 3 -D s_ LAM W M/ I METALNSCOT EDGE " 10-LAM COUNTER W✓ W/ METEDGE - -- 4 BACKSPLABH TYP. -_- = o - 7\11s - n r CFr MIRROR _. _ c ®T. 0 VOW P.D. 'COUNTING o o in NEIG1dT•40" -v r MAX. I m n OPEN A. 3 ACC�ESSISL� ?'�.�ILET— C01"iMUNITI' SUILDINCx I O w -0" 4'-10" VERIFY 1'-0" S&wFIT ABOVE . '_ _I "� -- �� CABINtTS-TYP. - I -- O I (Z) ADJ. SHELVES--n P. f P-LAM COUNTER W/ P-LAM COUNTER Ml/ - c ' � - _ C +� 4" BACK.PLASH-T'1T. �e A 4" BACK��PLAISH-TYP. � li � 1 --- f�!'. - OPEN DOUBLE SINK W/ N,. pM S'-d" Z'-10" VERIFY VERIFY 51D�/1 _K A, 9 W,p 1 t i��r•.kl 2 4 ACC �*5�15�LE llllllKITCHEN— CG�M1'11� Ll TY 5U I L0 INCx UJOi�K COIaNTE fi�— COMM. g!L�. LAUNDRY �21"i. d DRQ wI �w' 0000 O A6*d S � �,.., _0 111157/591611163 Hall Blvd 01.00012 BUP2001-00150/15200) 28 of 85 Cm iiujllii iI�I�IUI Illl�lfll II�Ijlill Illiillil Illrlul IIII IIII Illi IIII Ill! IIII I I11'!Il llii+lll!liil II 1111 Ill/ ltll I - .. ...:. �! ! I I I I � Ito II II ! IIII Int t I Illllflli IIIIIIII Ilillllll Illlllili Ilnlllll1111j11t1 11111111 III VIII II 111111 III III III IIII �Iillllll T y 1 I I I I I 1� bI bN1 l S to It ;IE 118 114 Ile 17 II^. IIS !D 9I 212 �I3 214 >!� !�S f!7 2l9 �JIC e r IL r4 n y n t`t a1y Of �^ jj yy f1.81 LL ., 1,1,111 Ilk PS„��¢t��.•��" n.ti 1 f �� , �?:";�,,j,+� i I+. a �}:+z aT '`a P„u i te.• ux a p,.: �i ,�, rk.' .,?ti k,,w+�t:;� ti,"•�R"��'�;�,rt^ �;l'r a,rt;+.: rk. itµ %`YP,•.'. tf��5'a' 1� ,),�Ji•r '� i i�� J��t+ l..ts 1. �V1 t idf SIM � '�;: •,�.”. .„ui .;,, + il� ,,;Fl�iM�.- a ,��t�3 '�”Il y�:' �it ?�<�'�,� � �, yT n u �14��1i�{�l�•Ty } �t�,,�� 'ts , 1 I 4 , a r w r, •fix i` i w'- tl 7 WILL ILLIA 1 F. HART,A PLIRTL N0, REGON L ' 5 EQUAL SPACES IT`S- 2'-0" EO 2'-0" 2'-b" EO. �`-- — -- - OF 00 I _ A LOCATE RANGE MOOD ---- _ =z -- TYF"ADJ. BHELVEB, OPEN Bi-IELVES ' DIRECTLY WER OVEN -- --I --- `� — � � U cm P-LAM COUNTER r4/ k-7i I__ DOUB..E SINK 4' BA. "OPLADH, TYP. �! W/ DIOPOSAL Q. 11 cau - BAR COUNTER- - W ADJ. SHELVES, TYP. m SEE SECTION _ WOOD FACED CABINET _- . I BACKS � - - - - - -- - b 2 —6" I n" 2'—b'' — VERIFY 2'-0" 2'—b" 5'-0" I'-4" 5'-0" A. O. U C. D. As.s N Af.2 LJ r KITCHEN UNITS Q� 4 53 - Al OFF. - 1 1/4' • V-0' _ • Cc U T LL U Q I'-2" • SIM J _ VERIFY 2'-A" 1q' -- EQ 2'-6" 2'-0" EQ. 5 EQUAL SOFFIT ABOVE CABINETS -- (2) ADJ. SH'LVES- O C� TYP. _ _ LOCATE RANG'_ 1400D f =a ET" � OPEN bNELVEl1 v � = DIRECTLY OVER OVEN � ' :77- A \ � - -- DOUBLE SINK W/ _ =,w .�— _ DISPOSAL - 2 1 - P-LAM COUNTER W/ CI Af.Z r 4' BACKSPLADH- TYP. DAR COUNSEERCTION - C - ADJ. SHELVES, TYP. J--J T417- ___.1 I _- - - WOOD FACED CABINET BACKS VERIFY 2'-b" q° Z'-b" 2'-0" 2'-D" VERIFY 1'-0" • SIM — ° A. D• As.e 2 KITCHEN UNIT 45 - X43, A&, X31 OFF. - 54 SIM. � I 114 � J �J 5 EQUAL SPACES oMM~ 1 2'-D" 2'-b" VERIFY �'. EQ. 2'-0" 2'-b" EO00 A (Z) ADJ. SHELVES-TYP. - LOCATE RAWwE HOOD :_ _ _: TMP ADJ. SHELVES, A , DIRECTLY OVER OVEN W A �J 4"P-LAM COUNTER W/BACKSPLASH TYP. I DOUBLE SINK OPEN 6HELVE6 W/ DISPOSAL •w'■1 au BAR COUNTER- WOOD PAGED CADINF.T DEE SECTION _' _ FLACK Z -D" Z'-i" VERIFY 2'-0" 2'-b" EO. -9' EQ. A. *100 z �C I TCH N UNITS X44 #32 C? 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PORTLAND, EGON VERIFY _ cry, �- 1'-2" 21-61l 11-011 2'-ill ` 2'—e11 A I —,� -- 1 _ Q 4 EQUAL SPACES )I O S LOCATE RANGE HOOD �iO (2) ADJ. SHELVES, � DIRECTLY OVER OVEN - -- OPEN SHELVES - TYP -- y `-�- - — U DOUBLL SINK 1RW z CC t", W/ DISPOSAL a- _ _ - _ I -- ADJ. SHELVES, TYP. --- __ I bAR COUNTER- cwW SEE.SECTIONX - - o WOOD FACED CABINET . BACKScl 2'-i" -0 2'-i" _VERIFY - � -VERIFY KITCHEN UN I Ts A15, Bio - A9 OFF. LJ1/46 = T 12 C Or Q o } nn nn 2'-D" 2'-6" VERIFY EO. 2'-i" EQ. b EQUAL a --�► " #--- - - --- '� SPACES 00 Ar-- �-- LOCATE RANGE HOOD (,2) ADJ. SHELVES, — r �-- A DIRECTLY OVER OVEN I— OPEN SHELVES " Asa - - ' -- ADJ. SHELVES, TYP. `--'-----� -- -- o ® DOUBLE SINK � I -- W/ DISPOSAL WOOD FACED CABINET NAR COUNTER- _.� BACKS - - SEE SECTION o I'-4"1. 2'-i" VERIFY' Eo. 2'-i" rro. - � 2'-e" �-2�2'-0"� ? A. 9. C. D .3 ns.s u � wV i 2 K T�.HEN UNITS A10, ,413 - X411, 414 OFF. - C3 FF. SIM. O �1 i EQUAL �y ,�- --- --- BPACE8 I Mo o.4 14 - i— LOCATE RANGE HOOD '_ _ OPEN SHELVES . ' (2) ADJ. SHELVES, ,. - .� '. DIRECTLY OVER OVEN O:O TYP. „ 6 O�/� DOUBLE SINK W/ DISPOSAL COUNTER- 10-LAM COUNTER - _• �• _ l l BAR COUNTER- W/ 4” BAGKSPL.A61I in BEE RECTION W000 FACED CABINET ..1 SACKS 2'-i" 2'-i" 2_0" ^_-VERIFY - EO. 2'-6" EO. - EO_ EO. I 2'-e" A. .� As.y V) I/4' • 1'-m' 1�1 W 10" 2_i" 2'-0" VERIFY VERIFY 2'-i" 2'-e" -►--- ° ' - (2) ADJ. SHELVES, (2) ADJ. SHELVES, _ TYP•Tyr. _l LOCATE RANPrE HOOD for. 4 S DIRECTLY OVER OVENow P-LAM COUNTER � I DOUBLE SINK -- W/ 4" BAC.KSPLASH -'�' I W/ DISPOSAL ; 2M 10" 2�i" 2'-0" -VERIF'r 2'-i" 2'-e" , 8 r�' 7 4G i TC�NN UN i T C2 O • n•�Nln�•fr (� Z 1� A6403 , V 11157/59/61163 Hall Blvo 01-00012 BUP2001-00150+15'+�� 30 of 65 h;�6aMcYt1lNu•. 110, PON j Illlillli IIIIIIiII IIII IIII Ilil 1!il IIII IIII IIII!!III Till III{ IIII II11 IIII 1 III III 1 I II11�11I I LEOiMUTY ST!!� � � I I ( � i � I � I I I I I � I � I ( I I II I (IIII 111111 I IIIIIIII;IIIII I I illll IIII illll II III II I111111111IIIIII1111IIIIIIIIIII IIIIIIItlilllllll IIIIIIIIIIIIIII�iilllllllllillillll�illlillllll!IIIIIIIIIIIIII fib , i� b i IS 17 18 10 20 2I 22 23 24 25 20 27 28 20 30 s I 11 lit Iiji O I Z I S 14 � , r 17: E__10, F9 apt r; ». ',. e, � T .., fes. •., '.r 0.( .. 5:.. � .,. f ,.,��'. M{ .�4.,. ,, .. i :,... .. .. ,S , , ,1 _ -� WILLI M F.HART, 1R. ' O n VERIFY 2:-i" II" �'-�," I'-7" -- VERIFY 5 EQUAL `� - - -- SOFFIT ABOVE CABINETS 101-0 o - I (2) ADJ. &491.VES- LOCATE RANGE WOOD' T P'. _ ` PGR LAND, REGON A v -- DIRECTLY OVER OVEN a DOUBLE SINK W/ Y DISPOSALv t P-LAM COUNTER W/ BAR COUNTER-SEELAL I, I� - OPEN SHELVES or 4" BACKSPLASH- TYP. SECTION71�1 LID -_--- J ADJ. SHELVES, TYP. _ C) WOOD FACED CABINET ccCL - --- _ - BACKS -- --- VERIFY2'-0" I 2'-S° I'-10° VERIFY U K I T1SN — UNIT C10 w v W '� U Q T CC 'I I Q L� LIGHT FIXTURE SiXsi MIRROR s W/ METAL EDGE h Gam__ MOUNTm Q1 24" T.B. � -_.. _ - DOT. EDGE - - --- ISxSO MEDICINE } ' PROVIDE BLOCKING FOR 1 ON TOP OF DACKBPLASH CABINET GRAD c'w A 2�4 T-a' - FLOOR UNIT�� S,*LROUND PROVIDE BL 2CKING FOR �` - "--- •� _._ :-x, GRAD BARS S GROUND E�T.P.D, FLOOR UNITS ONLY o - I in I in n ----i4 I TN� R�R NOTE ALL BATr4R0 OMS LOCATED ON T1•IE GROUND FLOOR . ''O SE ADAPTABLE PROVIDE BLOCKING FOR GRAB BARS AT To-4ESE UNITS AS INDICATED IN SPECS AND DRAWINGS. A. D. �•4 C• n E= TLIGHT FIXTURE PliXli MIRROR iXbb MIRROR CURTAIN RDD W/ METAL EDGE 36 - MOUNT BOT. EDGE METAL EDGE ___- �GrE 'TYPE I- 1 UNIT AI2 UP, � MOUNT BOT. EL A15 UP, DS UP, Bi UP, ON TOP OFBACKSPLASI- ON TOP OF BAGKSPLASH • A C 57 UP • .11 X J 4 � T.B '� 24�--' T.5MIR T.B. - MEDICINE CABINET -- -�-�- - --�- - - i - P-LAM COUNTER W/ _ �? C4 4" BACKSLASH, TYP. N TUB/SHOWER TOILET PAPER ENCLOSURE DISPENSER, MOUNT - TO SIDE OF CABINET A. ME I A. TYPE 2 AND E e. TYPE I Ae•e S. TYPE 3 S Cd ® TYPE 2- • UNITS At AND 2 DOwN,A7 DOWN,Al2 DOWN,BS Ae.e J A s DOWN,15 DOWN,B7 DOWN, B4 { DOWN SIM., CS SIM, b 24 Tal . 4 LIGHT FIXTURE LIGHT FIXTURE 2 - - T'rDOOR 1/ BIM. TYPE 1 UNITS A6 UP, Ali UP �— ISxSO MEDICINE A ' CABINET _. 24" T.B. 24" T.B. - . \�- CABINETDICINE O C. TYPE I AND 2 C. TYPE 9 w P4 1 CURTAIN ROD —� n 24" LIGHT FIXTURE 4 PROVIDE eLxlcl� — r POR GRAS MARS S ISxSO MEDICINE CABINETpal - GROUND PLOOI! UNITS - _ 5%56 MIRROR W/ ONLY - METAL EDGE TYP. � T 24" T.B. 24" TP-LAM COUNTER W/ .B. 24� Tom' 4" DACKAPLASH TYP.__j IL b C,:L L_-� ` a _ i t 9ll in 20002 I - ° C� - - -_ _- r � 4 A. 10 -- TUB/SHOWER ENCLOSURE NO'T'E- ALL BATWROOPIS LOCATED ON TWE GROUND RLOOR C. D. TO BE ADAPTABLE. PROVIDE BL XKING FOR GRAB BARS PROVIDE BLOCKING FOR ` AT TWESE UNI-9 AS INDICATED IN SPECS AND DRAWINGS. GRAD BARS :00M UNIT A5 — Q3, 4,111l , o °.�N"�.`` °°°° 1 4 _ F31 OFF'. 1 ---------.IJJ J A6* 11157/59181/83 Halt Blvd 31 of 6s01-00012 BLIP2001-00150/152'15 IIII IIII'Ilii IIII IIII IIII flll I II111I 1111Y,II I .I. I I .., .I I IIII I Iii/IIIII(I!I IIII, Iit ll IlIICIIIIIII MlIi p4 i Ili/I IIU i(III I i II I I Ili/I111(II11 l 1111 Till i 1111 II I III11'till i IIII I II I II u I nitnllllnllul 12 13 14 Ye i7 11) IO o 21 22 23 24 2' 28 29 30 - r rV r .? M LiAP1 F. Fi07 A S� PORTLAND,OREGON LIG14T FIXTURE - OF A A '' 2 + B - LIGHT FIXTURE I6x3O MEDICINE C -MINET --- CURTAIN ROD h/ / A 39x3b MIRROR W/ - METAL EDGE 7YP. ® U I S MOUNT TTOPBOF ACKSPLAS14 c 24� T.B. P-LAM COUNTER W/ % 24" T.B. CL 4" BACKSPLASN-• TTI". 16x30 MEDICINE - �� • CABINET q _ T.P.D. =o W � n PROVIDE BLOCKING FOR -- h �\ L PROVIDG BLOCKING FOR GRAB BARS • GROUND _ J GRAD BARS 1 GROUND �— FLOOR UNITE ONLY � 1 FLOOR UNITS ONLY A. MUTE ALS RATNROOMS LOCATED ON 7NE GROUND FLOORTO W h E ADAPTABLE PROVIDE BLOCKING FOR GAB BARS A'• TWESE UNITS AS INDICATED IN SPECS AND DRAWINGS. ' SAT�ROOM- UNITS 44, 82 Q U Q i •T Gfl 3Ou36 MIRROR W/ -- LIGWT FIXTURE METAL EDGE- r I I MOUNT BOT, OF - LIGHT FIXTURE LIGHT FIXTURE EDGE AT TOP OF OACKSPLASN 16x30 MEDICINE -----� 9iX3i MIRROR A`•e A�_ - CABINET - W/ METAL EDGE -- `; 24' T,B. I6XBO MEDICINE 4" T.B CABINET P-LAM COUNTER W/ _ MEDICINE CABINET " T.B. �� 4" BACICSPLA W �' 4" BACKS LASH N - JIBB. A8.5 P-LAM COUNTER W/ BACKSLASH, TYP. •50 2 1/7 UNITS ,48, Allo C:3 ��1M_ 1/2 S��T - UN�ITS�t 9, ,410�, A 11, ,413�/ p 14, �Al �/ Eeo I/4' -� A3 1/4' I'-m' p . CURTAiN ROD LIGHT FIXTURE - - 16x30 MEDICINE CABINET 33%36 MIRROR W/ METAL EDGE M. n PROVIDE BLOCKING FOR PO� L I GRAB BARS • GROUND A P-LAM COUNTER W/ FLOOR UNITS ONLYCM A 4" BACKSPLAlH- TYP. 24" T.B. C i - 24" T D__.__ n •� _ - - *low NOTE' ALL bTUB/SHOWER ENCLOSURE LOCATED ON THE GROUND FLOOR A• Ad•0 i 0• C. TO BE ADAPTABLE PROVIDE BLOCKING FOR GRAB BARS AT THESE UNITS AS INDICATED IN SPECS AND DRAWINGS. PROVIDE BLOCKING FOR GRAB BARS � 8�4T�i�00M- UNITS C 1 C2 v� . O w FABRIC WRAPPED W ACOUSTICAL PANEL P,�// . F;C �—717= ;7r :-:- WOOD TRIM BAND- - - ACCESSIBLE Df% INKING SEE DETAIL 5/A5.�! _--_ -'' '�------- -�_ FOUNTAIN 1 MECHANICAL UNIT X It- SEE DETAIL 4/A&.i T1�1 FOR KITWEN ELEVATIONS - • s L v d m EFT COMMUNITY ROOM - COMMUNITY CENTER v4• i�-o� • I A6.5 v. TI^��--�~�^�#�^�� ••�•� �` .•� 11157/69161167Hall Blvd 12 T _ _ . ... 01-00032 of P1065A0150/151 5 .. ea�Ip�grMne.�lsRp{-�.t.+..e.-_;..... _.._ _.._. __... _„.. ......,:....-...•vw.-.e-•—...-.n.-_,.,.,.._ ..._.. -•...-..—.�•... _..., � KAr A i, �sr1i■..w�� T� cIOmalai.11t1t11a1l11 I IL11111!1i 11111m n�lI 1::!J11118111 11111 i"jTIii i 11I � I 1 IIi4 `�IIIIIIII �IIIIIIIII�IIIII8IIII�III'l9l I� I2II 0IIII(I 21 ll I�IIIIIIIII�IIIII3III �Iillllll It2lll5llli f II2III6J IIII�II2III7IIII�IIIIIIIII 1 2I I 9I I I I) 117 1 22 23O II 23 0 - 006 t, w , 2- 1 :n J� �+ � �+ 4 , cal • ab 'tip a y k "li:Fat •p -. q'' !�' '`+'x Qr Y yn,';kyr} Y • aa} : - r- YY q rq;�s�r�• � 'eta k+ha "� "� . _ r g' � .l£..: Aw Y 4 .......... PIP .r 1. r , Y �i s, k. k*. ,;-Y •�� 4A,•r -x ILLIL4 r,MART, JR. ' Yom{ PORTLAND,6REGON 0 U Oi.D. B.D. _ o 0 S.D. , a.D. - SJ i LU cr �- 81 A ► A8 �3 Sol - I� - 9,D. oQ Lu ° / ' I it r U - -- - — -- ( Ll - - - - -ExrosED BATH J _ e1 ; 1 - - - O - - -- - - - - - -- - -- -- - 4lk EXHAUST l• = + ^' �� — - — - - _ I -ExPoBED 9A-ru .� EXHAUST -ORYER VENT II BATH , , � � — — F' EXHAUST TO BE DRYER VENT t BATW ROUTED IN .JOIST "� � , EXHAUST TO Be SPACE - SEE 4/A5.5 - — _ �.J 7'-06 TYP - _ " DUCAT � FAN 70 OE- ROUTED IN JOIST AFF ROUTED T1`POlkal-► SPACE - SEE 4/A5.5—J u JOST 6PACE-GEE r- - -" DETAIL 41ASS „ o ° � Q =- GFI - d�b. S.D. S.D. S.D. " G AFF - 0 S.D. W AFr AFF" Tyr AFF PI PI AFF I PI IF 0 Q T � A5 A3 . 0 =A4 V N 1 F. � O OJ RI - RI I as PS cd ` O O +Wit �i 6011 v O +80111 0 wit -- 6011 VV L E G E N CEILING MOUNT LIGHT FIXTURE ® RANGE EXHAUST FAN ® GABLE TV O CEILING OR WALL MOUNT STRIP S,D. SMOKE DETECTOR , PHONE LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE CEILING MOUNT HEAT LAMP DUPLEX ELECTRICAL OUTLET F o WALL MOUNT EXHAUST PAN O CEILING/ FLOOR ASSEMBLY TYPE ® WATERPROOF DUPLEX W�■ ELECTRICAL OUTLET z ® SOFFIT LOCATIONS a CEILING MG�4.,NT RXHAUST PAN — F Md CEILING MOUNT EXHAUST FAN C — I EXPOSED DUCT ABOVE _ ®D WITH FIRE DAMPER ENLARGED ENLARGED AREA AREA � wwww— www,w — w — o. w �rYwwwwwwwwwwwww , ' Ist FLR. C:LG. FLAN/ELEC. PLAN - 5UILDING A (partial plan) a 1/41 ■ ' N O T E S W 1. SEE DETAIL 17/A5.2 FOR TYPICAL BACKING AT EXTERIOR LIGHT FIXTURES. 2. HEIGHT INDICATED FOR WALL MOUNTED LIGHT FIXTURES ARE TO TOP OF � in doll FIXTURE ABOVE FINiSI-IED FLOOR. 3. FIELD VERIFY DIMENSIONS FOR LIrHT FIXTURE LOCATIONS ; •� - -- 4. A'L CEILING FIXTURES RECESSED INTO RATED ASSEMBLIES TO BE ENCLOSED WITH ® Ai ® ® (2) LAY". 1155 TYPE "X" GYP. BD. EAGH SIDE AND ABOVE- SEE DETAIL 2/A5.3. 5- VERIFY SOFPiT DiMENSIONL° WITH HVAC DUCT SIZES AND RWUIRED CLEARANCEA- � ` A SEE MECHANICAL AND DETAIL I2/A5.5. COORDINATE FINAL SOFFIT SIZE AND 1-=' CONFIGURATION WITH ARC'41TECT. r S. SEAL ALL PIPE, DUCT, AND CONDUIT P"JLrTRATIONs THROUGH FIRE RATED R ASSEMBLIES WITH FIRECAULK. r 7. SEE SHEET A2.6 FOR FLOOR/CEILING AND ROOF/CEILING ME%. { ' 6- ARCHITECTURAL LOCATION OF ELECTRICAL OUTLETS, PHONE CABLE 19 A t 1 SUIGGESTED LAYOUT BASED ON POTENTIAL FURNITURE LOCATI JNS. ELEC SUB TO PROVIDE COMPLETE LAYOUT AS REQ'D BY CODE, INCLUDING ALL APPLIANCE REQUIREMENTS (OUTLETS FOR APPLIANCES NOT SHOWN). y,, q• SOFFITS INDICATED WITH WALL MOUNTED FAN (SIDE DISCHARGE), .ANNOTEXCERf' let rLF�. GLIG. FLAN 5UILDINC� A ( full land — II" DEEP. VERIFY PAN AND GRILL SIZE CAN BE ACC.OMODATED h rHIN THIS r,( �' 1 `t' r' � � ■ it-O� AC E. 10. FOR LIGHT FIXTURE SCHEDULE SEE S/AA.I. 6. 0 1 ,.4 a 11137/59161/gJ Hall 81vA 3t+'; rc"101,1lA,s= R+aatm��Mt, B�1p 01-UOOi�,B'P1081500 50(151 5 ' 1 (1 Amw+gw+e..».INMMi+r`AMM .w.•. .., ....:..r.-.—.....-...«,.w+«.TN,w-,.-^„r+n.«v.....,..,,rr-_,. _ - �UI IIII III! IIII IIII IIII IIII 1111 IIII Ilt I " " -. +�, -: ` "�"` ` '' (,(� IIII IDI IIII IIII IIII IIII IIII IIII 1111 111111 Illli t I _ ., �, .�>iT ! I i I I I fl 111 ill II IIII�IIII Iill�illl Ilii�l Ihllll I111�1111 Inyinl 11IIII III IIII III II11 1111 11N 1111 1111 I►II 1111 IIII IIII tllllllll IIII Ilililli Ilii Ifllr IIII �' ,. IQ .1 l l 16 1 1 11>! 11=! 114 i I I I (© 17 19 19 20 21 22 23 24 25 29 27 26 29 30 --- v4 2" ] • + y , I 0�, lw - a r , , 111 Millii ,. r. ,�. 1 R.fi � r. ,.•x,, V .' :: is ' �'. ,. ., .. :... a Y. - .. ...:' ...-. .. ,.. ... I -� WILLIA' f•, hIART. JR. FORT ND, EGON U 'telNIVU O � • C cr - — gJCTb TO BE RIfJUtED DUCTS TO BE ROUTED � rHIEOUCidd JOIST THIIIVJUI'sf4 JOIST -— DUCTS TO BE ROUTED nil SPACE BEE DETAIL SPACE-BEE DETAIL i �' i i I I L� �j I I I BP JOIST E DETAIL 4/AAD . 4/ASS t 1•t"" 1 �> IIII 4/Abs • wR11r i AFF _ U �- �- LIL - _L14 I L�DUCTS t0 IBE IEOIJTED — am 1 11 SPACE BEE DETAIL ( (� 4/ASb I I DUCM TO BE ROUTED -1. f-� F. TFJIiG'113i 1 JOIST L F II( cr I I Q SPACE-BEE DETAIL 4/A8b `-J U - { - T y 'O =77 � b.D. O f � S.D. � ' � S.D. I +60 � toll I 1 II AFF AFF O [-A16 A15 Q 0 0 440 - - o Ai .4 : _ A14 II A11 n +5411 +5411 ,^ - Rm, �"" +801► +5411 +5411 +�„ O - ---- -- 11 +541' O O +80 R� RD i` JL I Mis L E G E N D CEILING MOUNT LIGHT FIXTURE RANGE EXHAUST FAN ® CABLE TV CEILING OR WALL MOUNT STRIP O�•D. SMOKE DETECTOR , PHONE LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE Ip CEILING MCUNT NEA•; LAMP DUPLEX ELIMTRICAL OUTLET• 1�c WALL MOUNT EXHAUST FAN CEILING/ FLOOR ASSEMBLY TYPE ® WATERPROOF DUPLEX _ WF' ELECTRICAL OUTLET ® CEILING MOUNT EXHAUST FAN SOFFIT LOCATIONS M(POSF _ CEILING MOUNT EXHAUST FAN E _ � DUCT ABOVE FD WITH FIRE DAMPER ENI-►RGED AREA M IND M VA m e w � .. � O m m m � .� � >• M M M � p ■ 2nd FLR• CLCD. FLAN/ ELEC. FLAN - 5UILDING A (partial plan) ; a 1 1/4' = 11-04 1-04 1 U F� - - W -- - _-_ N O T E S 1. SEE D`E'TAIL 1,/AB.2 FOR TYPICAL BACKING AT M'Ek ,OR LIGHT FIXTURES. k 2. HEIGHT INDIGATIM FOR WALL MOUNTED LIGHT FIXTURES ARE TO TOP OF Ali A15 FIXTURE ABOVE FINISHED FLOOR. 1 A1� Aq A® S. FIELD VERIFY DIMENSIONS FOR LIGHT FIXTURE LOCATIONS. 1 A14 Aid A11] AIA 4. ALL CEILING FIXTURES RECESSED INTO RATED ASSEMBLIES TO BE ENCLOSED WITH 1 (Z) LAYERS TYPE "X" GrP. BD. EACH SIDE AND ABOVE- SEE D'_•TAIL 2/A5.3. • r�p M -L� S. VERIFY SOFFIT DIMENSIONS WITH HVAC DUCT SIZES AND REQUIRED CLEARANCES- 77 ?'1QVl �.- • SEE MECHANICAL AND DETAIL 12/AB.S. COORDINATE FINAL SOITFIT SIZE AND � CONFIGURAT ON WITH ARCHITECT. g i. SEAL ALL RIPE, DUCT, AND CONCUIT PENETRATIONS THROUGH F RE RATED 1 ASSEMBLIES WITH FIRECAULK. � 1 7. SEE SHEET A4.6 FOR FLOOR/CEILING AND ROOF/CEILING TYPES � � S. ARCHITECTURAL LOCA'T icY: OF ELECTRICAL OUTLETS, PHONE AND CABLE 13 APAN SUGGESTED LAYOUT BASED ON POTENTIAL FURNITURE LOCATIONS. ELEC. SUM T O � PROVIDE COMPLETE LAYOUT AS REDID 15Y CODE, INCLUDING ALL APPLIANCE -- REQUIREMENTS (OUTLETS FnR APPLIANCES NOT SHOWN) rAAw* -,"Ef o°n`' 2nd ��-I�'- C�-- • PLAN - SU I �D INCA ,� ( Full-plan) q SOFFITb INDICATED WITH WALL MOUNTED FAN (SIDE DISCHARGE), CANNOT EXCEED tj Z 11" DEEP. VERIFY PAN AND GRI;_L SIZE CAN BE, ACCOMODATED WITHIN THIS 1��1i' 1'-�►' SPACE. 10. FOR LIGHT FIXTURE SCHEDULE SEE S/AS.I. ._._- A • T' 1 1 157/5W61163 Hall Blvd 31-00012 SUP2001-001501152/15 34 of 85 =y. ., ....... �: ' �pwi++Y':•k"MH►N+rf-�w1�.n�A1Rr"...'w.•m.«..a II IIII IiU IIII IIII IIII IIII IIIIIIIII II!I fill III; IIII Illi !IIIMIIII III III IIII Mc. II I�II'Ilil --604" 6l 1111 1111 IIII IIII (III Cl11 � I�p I I�1 IE I 1) I Ihllll�llll�l III tllllllllll 11111) (IIII IIIIIIIIIIII�IIIII!I11�1111111II�IIIIIiIi��l�n;��il��l�l��Iiiil!1Il�llllll . il��il� 10 lam 3 14 IS 17 IS Ir i O 21 22 23 24 2S 28 27 218 2I9 30 1 1 1- I t 1 MOMI t i'I!t a, �gtlf ,h 1 'A 3 Y�t I { A z ID A �J W'ILLIi; ' F. NAP.- I^ /Poli (r RE�;� % Oi, �,, U � U Ic. CL ccM .h Q LLJ :c 30C 1 OCc 7no Ot O ' a.Co. "" ABV. FD OI 01 — D ir � STAIR � _ FD OI � Q " o I GPI �" ASV. TREAD ' / �,\ GPI GFl S.D. r -�-- STAIR TREAD / U .� u � O O � =- S.D. � O � i o El B.D. S.D. �P� --- ! S.D. -Lj \ / r"�, = GPI hill - OI pl 01 OI C� - - - a O +eo O i O c 86" ADV. " ® L� bB" Al1V. S.O. B.D. " i !STAIR 6b ADV,STAIR PD - STAIR - 6'-0' Tyr APP TYP /� TREAD TREAD "" ADV. TRE4D AFF \ =A1 / - STAIR Lr If 1! D'-0" TYP TREAD \\ - - ' 1 %.D. AFF AFP 0 .D. TT O AFf 1 OS.D. fAj J _ Q QI , cS.D. � QI O1 ARFj jr--- TT .� Al2 � � to co L E G E N D 0-4 110-0-4 ...r CEILING MOUNT LIGHT FIXTURE ® RANGE EXHAUST PAN ® GABLE TV "= CEILING OR WALL MOUNT STRIP B D SMOKE DETECTOR PHONE LIGHT FIXTURE bWALL MOUNT LIGHT FIXTURE CEILING MOUNT NEAT LAMP DUPLEX ELECTRICAL OUTLET F o WALL MOUNT EXHAUST FAN O CEILING/ FLOOR ASSEMBLY TYPE WATERPROOF DUPLEX ELECTRICAL OUTLET ® CEILING MOUNT EXHAUST PAN � SOFFIT LOCATIONS P [ _] EXPO61 D DUCT ABOVE \ / ATTIC ACCESS HATCH CEILING MOUNT EXHAUST FAN ' \ / (ONE-HOUR RATED) FD KITH FIRE DAMPER �: _ V ENLARGED AREA rd FLi�. G'LG. PLAN/ ELF.C. FLAN - 5UILIAINCA A (partisI plan) � Err w w w w a w w w w w w w w w w w w w w w w w w w w w w w w w w &13/4 " ■ li 1 1 W 1 N O T E S I. SEE DETAIL 17/A5.2 FOR TYPICAL BACKING AT EXTERIOR LIGHT FIXTURES. Z. HEIGHT INDICA PED FOR WALL MOUNTED LIGHT FIXTURES ARE TO TOP OF >; FIXTURE ABOVE FINISHED FLOOR. FIELD VERIFY D!MEN!SIONS FOR LIGHT FIXTURE LOCATIONS. 'Z Y � � 4. ALL CEILING FIXTURES RECESSED INTO RATED ASSEMBLIES TO BE ENCLOSED WITH (2) LAYERS TYPE "X" GYP. BD EACH SIDE AND ABOVE- SEE DETAIL Z/A5.3. Ali Ats 5-1801 A13J A I A10 A9 ® D, VERIFY SOPI"IT DIM�Ni310NS WITH HVAC DUCT SIZES AN(? REQUIRED CLEARANCES- GEE1 �� >� MECHANICAL AND DEtAIL 12/A6."�. COORDINATE F'1'4AL SOFFIT SIZE AND � A121 CONFIGURATION WITH ARCHITECT. g SEAL ALL PIPE, DUCT, AND CONDUIT PENETRATIONS THROUGH FIRE RATED ASSEMBLIES WITH FIRECAULK. ; 7. SEE WEFT A2.6 FOR FLX7OR/CEILING AND ROOF/CEILING TYPES. > ARCHITECTURAL LOCATION OF ELECTRICAL OUTL*T9 PHONE AND CABLE IS A SUGGESTED LAYOUT BASED ON POTENTIAL FURNITURE LOCATIONS. ELEC SUB TO PRC,/IDE COMPLETE LAYOUT' AS REO'D BY CODE, INCLUDING ALL APPLIANCE ` i;' i a f• REQUIREMENTS (OUTLETS FOR APPLIANCES NOT SHOWN). y • SOFFITS INDICTED WITH WALL MOUNTED FAN (SIDE DISCWARGE) CANNOT EXCEED ty 3rd FL R. GLIG. FLAN - 8U!! D !NCS ,4 C f u l I Ian/ II" DEEP. VERIFY FAN AND GRILL a�IZE CAN BE ACCOPIODATEG WITHIN THIS ' � k ` � 1/�' • ��-O� � � 10. FORSP LIGHT FIXTURE SCHEDULE SBE '/AE.i. z r 0 11157/59r51163 Hall Blvd at-00m2 BI,a200, 00150os2n5 35 nl 65 I iy'• I ., �11 `:'MIIQI�N ',,.. Cf�Illiljllillillliln I�u�uI n11j�11�IlIIjul Inljlll�li.ljnll�lul�lln ulijll I7111"1171111111 �►Ili lijl I nl�l; . fllljllu 1n1�1 I`�lul nllj nlllln�l a ull�u�lll Iljlnl nII�Inlllnl�11111in1�1nlln�l�rl I II III ilu iii i * L�IfTY d�rRiR b IOIRM*Igll d a f0 I 1 IR IS 14 Id 17► IS If 9 21 22 23 24 28 26 27 28 28 0 I �op2 1r Y G • f. :1 MOiYI Vf 7 A' .. . . WIT 'S t' NILLIA F. HART, IR PORT N0,QRE"i 0, U CL i ♦ LL a • z � i I , W •r pit, b.0 Cr cc PI PI pi Ob.D. Q-- O �.D_ U h +801 41 O r. F:: il O - -- - - --- -- - - - F EXPOSED BATH - EXHAUST G w ' DUCT A PAN TO BE ROUTED THIROlY3H 1, (1 JOI&T &PACE-DEE DRYER VENT t BATH EXHAUST TO BE DET IL 4/A8b ROUTED IN JOIST � ! (� O SPACE - SEE 4/A5.15 AFF O / GF + � a.D. AFF • ( O PIO 71-011 T" a,-a, Typ AFF I - AFF AFF P1 v At _ O - + OII V-5 RI IR1 � RI RI II O O O I O + �, II + Oil z P4 Z ill L E G E N D N O T E S 0.4 CEILING MOUNT LIGHT FIXTURE RANGE EXHAUST FAN I. SEE VETAIL 17/A5.2 FOR TYPICAL BACKING AT EXTERIOR LIGHT FIXTURES. ® GABLE TV 2. HEIGHT INDICATED FOR WALL MOUNTED LIGHT FIXTURES ARE TO TOP OF FIXTURE ArUVVE FINISHED FLOOR. © CEILING OR WALL MOUNT STRIP S O SMOKE DETECTOR , PHONE &. F ELD VERIFY DIMENSIONS FOR LIGHT FIXTURE LOCATIONS. LIGHT FIXTURE 4. ALL CEILING FIXTURES RECESSED INTO RATED ASSEMBLIES TO BE ENCLOSED WITH M WALL MOUNT LIGHT FIXTURE HID CEILING MOUNT HEAT LAMP � DUPLEX ELECTRICAL OUTLET (2) LAYERS TYPE -X" GYP. BD. EACH SIDE AND ABOVE- SEE DETAIL 7/A5.3. F+♦ e. VERIFY SOFFIT DIMENSIONS WITH HVAC DUCT SIZES AND REQUIRED CLEARANCES- SEE MECHANICAL AND DETAIL 12/A3.5. COORDINATE FINAL SOFFIT SIZE AND FCy WALL MOUNT EXHAUST FAN O CEILING/ FLOOR ASSEMBLY TYPEWATERPROOF DUPLEX CONFIGURATION WITH ARCHITECT, pELECTRICAL OUTLET i. SEAL ALL PIPE, DUCT, AND CONDUIT PENETRATIONS THROUGH FIRE RATED �+1 ® CEILING MOUNT EXHAUST RAN SOFFIT LOCATIONS ASSEME'LIES WITH FIREGAULK. z f 7. SEE SHEET A2.6 FOR FLOOR/CEILING AND ROOF/CEILING TYPES. ® _ ] EXPOSED DUCT ABOVE B. ARCHITECTURAL LOCATION OF ELECTRICAL OUTLETS, PHONE AND CABLE IS A T. CEILING. MOUNT DMAUbT FAN SUGGESTED LAYOUT BASED ON POTENTIAL FURNITURE LOCATIONS. ELEC. SUB TO o WITH FIRE DAMPER PROVIDE COMPLETE LAYOUT AS REO'D BY CODE, INCLUDING ALL APPLIANCE , FD RE12UIREMENTS (OUTLETS FOR APPLIANCES NOT SHOWN). z u q• SORFITS INDICATED WITH WALL MOUNTED FAN (SIDE 0180IARGE), CANNOT EXCEED 11- DEEP. VERIFY PAN AND GRILL SIZE CAN BE ACCOMODATED WITHIN THIS SPACE. QiJI 10. FOR LIGHT FIXTURE SCHEDULE SEE S/A&.I. g 18t FLR C:LG- PLAN / ELEC. PLAN - 5UILDING 13 1/41 �ur,wniG�fo0gn z Q a 1{{ tr O 11157159161163 Hall Blvd 0100012 BUF7001 001501152115 36 o1 65 Noma ,;' ; :,;` _; r • ' IIII 1111 IIII I Till I I!I T ilt IIII I I l i i I L alma ITY STRIP Ch1I ! I I I I nllllnAiAiSIA I10 �I po 1 10 1 I 12 13 14 18 IIT II8 IIS 20 21 2I2 23 2I4 1218 I 20 I 27 21 8 29 30 ?t NOW 7108 111111111 wwt w At .. ...- ?r y' - LT,W77, r „ XI C • r1 I WILLiA F,HART,A. 4 Yr j POR I L,r,r ARECON Cl' = cr- U r LLJ M J h O ,!2 uj HO 1 I " +80" 1 I • FI S.L . cc < ' Q r > wQ 3 � 71-00 TY -1 iF 71-011 o .,< -- AFF AFF I N p / %i, ,/ / ,; �� - RANGE _O TYP F _ S D EXHAUST W/ AFF L �---- - FIRE • S.D. I - DAMPER - DUCTS TO H�SOUGH JOIST �� r _- O 1 ePACE-UM DETAILS S.D. 4/Abs' /' �••1 - -- - - - C9 1_ II TYP AFF QI p • 1 " I N �/ 4r ^ AFF s1-O° AFF AFF PZ •�! O +54' cd - 1 Q + +54" +54" `x+80" +6 0" +54" • O 0 ri �RD O O O RZ O z W ! i L E G E N D N ® T E S a GEILIPK, MOUNT LIGHT FIXTURE RANGE EXHAUST h�AN CABLE TV I. SEE DETAIL. 17/A5.2 FOR TYPICAL BACKING AT EXTERIOR LIGHT FIXTURES. ® ® Z. HEIGHT INDICATE) FOR WALL MOUNTED LIGHT FIXTURES ARE TO TOP OF FIXTURE ABOVE I'iNISHED FLOOR. C= CEILING OR WALL MOUNT STRIPS.D SMOKE DETECTOR PHONE S. FIELD VERIFY DIMENSIONS FOR LIGHT FIXTURE LOCATIONS. v LIGHT FIXTURE4. ALL CEILING FIXTURES RECESSED INTO RATED ASSEMBLIES TO BE ENCLOSED WITH WALL MOUNT LIGHT FIXTURE HO CEILING LAYERS TYPE "X" GYP. BD. MACH SIDE AND ABOVE- SEE DETAIL 2/A!5.3,CEILING MOUNT HEAT LAMP � DUPLEX ELECTRICAL OUTLET ', VERIFY SOFFIT DIMENSIONS WITH HVAC DUCT 191ZE8 AND REQUIRED CLEARANCEB- (� BEE MECHANICAL AND DETAIL 12/A5.5. COORDINATE FINAL SOFFIT SIZE AND r.l F o WALL MOUNT EXHAUST .;N V CEILING/ FLOOR ASSEMBLY ME ® WATERPROOF DUPLEX CONFIGURATION WITH ARCHITECT. F+� Wr ELECTRICAL OUTLET i. SEAL ALL PIPE, DUCT, AND CONDUIT PENETRATIONS THROUGH FIRE RATED ® CEILING MOUNT EXHAUST FAN SOFFIT LOCATIONS ASSEMISLIE5 WITH FIRECAULK. 7. SEE SHEET AZ.S FOR FLOOR/CEILING AND ROOF/CEILING TYPES. F S. ARCHITECTURAL LOCATION OF ELECTRICAL OUTLETS, PHONE AND CABLE 18 A ® CEILING MOUNT EXHAUST FAN SUGGESTED LAYOUT BASED ON POTENTIAL FURNITURE LOCATIONS. ELEC. SUB TO WITH FIRE DAMPER PROVIDE COMPLETE LAYOUT AS RF,OID BY CODE, INCLUDING ALL APPLIANCE FD REQUIREMENTS (OUTLETS FOR APPLIANCES NOT SHOWN), q• SOFFITS INDICATED WITH KALL MOUNTED FAN (SIDE DISCHARGE), CANNOT EXCEED 3 2Z 11" DEEP. VERIFY FAN AND GRILL SIZE CAN BE ACCOMODATED WITHIN THIS SPACE. 10. FOR LIGHT FIXTURE SCHEDULE SEE 3/A6.I, n a 9 And FLR. CLCD. FLAN / ELEC. PLAN- BUILDING 8 1/4 V-0. A *5d • .5 a 11157/59161163 Hell Blvd 01-00012 BUP2001-001501152115 37 of 65 .-e:1P�' �a:;�,.,.„ A;.nyayFo-, ,-',.,.-;xa.V�:... at.r., ..,<.,�1kwoM1'fflNaVd+mtP.ti.�`'{`��Ir�IA �NwwYw�rw. w�l. . •„ ,.,, N llRYs1T1l� Cm �IIIIIIII Ilil�llil IIII�I111 Ilil�llll IIII�illl II I I1 III I II�11�11 Ilu I illu juilll IIi11 �111111 IMI 111I11�1 ti11111 tlll�IIII III �II1111111111111 III Illl�lul InI�IIII 11I�u11 IIII�IIII Inl�ilu l! ILII+r'I�Illl�l ' �ii��lf�'liii'iili lili ull 10YINI.�enl O Q 10 11 f 2 13 1 4 la 17 18 19 20 21 22 23 24 25 :216 217 218 210 310 _� ...� - A t ! 0.(:'+V. .•;''� � ,T o • ., YwI Vi r r.. .n 4 .r u,a � s3l t l A W*LMID, ART. 1R. �' r'S PREGON ` OF pww U 4 a s z t W cc b ti W M tl cr , • h U Q r , < s T T IL an B.D. b°D. OI X8.0. / I O 01 STAIR O TREAD bb" ABV. ---_� S.D. -� pro - — PD C9 I6" ABV. �_�_-. 66" ABV. r�+ STAIR STAIR TREAD I \ __ ® TREAD B.D / \ w / \. I o -- B.D. - - - - .�•y B.D. e�x ' w . APP � I ,� AFF AFF - 0 j OI OI b.D. OI OI L. E G E N D N O T E 5 1. SEE DETAIL 17/A5.2 FOR TYPICAL BACKING AT EXTERIOR LIGHT FIXTURES. - CEILING MOUNT LIGHT FIXTURE ® RANGE EXHAUST FAN ® CABLETV Z. HEIGHT INDICATED FOR WALL MOUNTED LIGHT FIXTURES ARE TO TOP OF TT FIXTURE ABOVE FINISHED FLOOR. !� D CEILING OR WALL MOUNT STRIP nb,p. SMOKE DETECTOR , PHONE 3. FIELD VERIFY DIMENSIONS FOR LIGHT FIXTURE LOCATIONS. ^/ � t LIGHT FIXTURE 4. ALL CEILING FIXTURES RECESSED INTO RATED ASSEMBLIES TO BE ENCLOSED WITH F+1 I {2) LAYERS TYPE "X" GYP. BD. EACH SIDE AND ABOVE- SEE DETAIL 4/A5.D. WALL MOUNT LIGHT SCONCE � CEILING MOUNT HEAT LAMP � DUPLEX ELECTRICAL OUTLET S. VERIFY SOFFIT DIMENSIONS WITH HVAC DUCT SIZES AND REQUIRED CLEARANCES- SEE MECHANICAL AND DETAIL IZ/A6.9. COORDINATE FINAL SOFFIT SIZE AND a F o WALL MOUNT EXHAUST FAN O CEILING/ FLOOR ASSEMBLY TYPE ve WATERPROOF DUPLEX CONFIGURATION WITH ARCHITECT. z ELECTRICAL OUTLET i. SEAL ALL PIPE, DUCT, AND CONDUIT PENETRATIONS THROUGH FIRE RATED SOFFIT LOCATIONS ASSEMBLIES WITH FIRECAULK. U CEILING, MOUNT EXHAUST FAN 7. SEE SHEET AZ.S FOR FLOOR/CEILING AND ROOF/CEILING TYPES. F / \ ATTIC ACGEbb HATCH S. ARCHITECTURAL LOCATION OF ELECTRICAL OUTLETS, PHONE AND CABLE 18 A 8 ElCEILING MOUNT EXHAUST FAN / \ (ONE-HOUR RATED) SUGGESTED LAYOUT BASED ON POTENTIAL FURNITURE LOCATIONS. ELEC. SUB TO FD WITH FIRE DAMPER PROVIDE COMPLETE LAYOUT AS REQ'D BY CODE, INCLUDING ALL APPLIANCE MM REQUIREMENTS (OUTLETS FOR APPLIANCES NOT SHOWN). wl *� q. SOFFITS INDICATED WITH WALL MOUNTED PAN (BIDE DISCHARGE), CANNOT EXCEED �� F+♦ 11" DEEP. VERIFY PAN AND GRILL SIZE CAN BE ACCOMODAYED WITHIN THIS SPACE. F+♦ 10. FOR LIGHT FIXTURE SCHEDULE BEE 8/AS.1. &1/4 rd FLR. CLG. FLAN / ELEC. PLAN- 5UILDING 5 ° • 1'-m° - 2= 54M ,b U I 8 L 1 o- Z� Wnw4Y•."fa r>r,. O WSS J A7*6 a 'ji I I 11157/59161/63 Hall Blvd 01-00012 BUP2001-00150115211 5 35 of 65 ,;..,;,,: tdy<;:µ�rhiP��bM'4k,'*lM:�+.i,t•:tiga.,w :�,,,.,:;v:a'1�17MRKaM.+4si+;;"`-"- - ... "'"'� • IIII IIII Illi IIII lill IIII IIII IIII Ilil IIII IIII Ilii IIII 1111 II I IIII IIII IIII fill IIII cm�� I I I $I i I I ..:•I.•..•r.»w.I w>�I r I +I I ..w,.I .r..l--eIInIaIo I7 (1i1lsllZIl11 nn I11an1I 1u1 I ,nll I nBanu l Ila 11u I 111Re►1'.1d1J1 Vl.u�I'grlilel,7in:'ll l n81«lsIiWl4al.�i 2.1 1 l®II l II3I1 lO 40t too law PY '•�4Z �,�p 4 111 222222""^� � F 4 4 i I , i V ,• � Pte;t k , a r �{ o- T 9 `y G l,J willI !,HART, JR. P��,D, " Tyr Cc r-N CL AFF >13t Rb +60 IFAN 1N J016T I Rb Rb w bPACE GEE O /Ab.5 G, PI �15i"AIL - � YLj r' IPA W cc n Z1-0" Z 0" Ci O CORD MOUNTED - - _ Q LIGHT FIX T UREL°� FABRIC WRAPPED IN MULTI-PURPOGE ACOUSTIC PANELS ROOM _ B. O. +601, � � TTT t > FIXTURE • 6'-0" 15'-0" Tyr PI — — (kv. 44RI AFF M II o O - o S.D. I I I r II l n of r— °9.D, it AFF AFF O 1st FLR. CLIG. AN / @'� •� Ll � FLAN ELEC.�C. PL>~4N BU I L DING NCS C _ � � 1/41 1�_m� - G4 Q `= FD\�-" � FD CLCD. FLAN / ELEC. FLAN - COMMUNITY BIU1 INC �- l 3 AFF /�� -{ �- 1/41 z ��-m� - L0 wand E G E N D -- o CEILING MOUNT LIGHT FIXTURE ® RANGE EXE,AUST FAN CABLE TV S.D. OCEILING OR WALL MOUNT STRIP o SMUKE DETECTOR PHONE `0 LIGHT FIXTURE S'D , !1 \ z +PV Il QI 6 WALL MOUNT LIGHT SCONCE H® CEILING MOUNT HEAT LAMP DUPLEX EL-ECTRICAL OU'''_ET / 1 VZ� 1 o TT v 9.D,- Fes' WALL MOUNT EXHAUST FAN � CEILING/ FLOOR ASSEMBLY TYPE ® WATERPROOF DUPLEX M ELECTRICAL OUTLET ® CEILING MOUNT EXHAUST FAN SOFFIT LOCATIONS �1 _ I F ATTIC ACCESS HATCH J — EXPOSED DUCT ABOVE (IE-HOUR RATED AT r� u c {-- �- 00 ® CEILING MOUNT EXHAUST FAN � — AT COMMUNITY CITYNON-RATED `/ 0 O FD WITH FIRE DAMPER - A4 LA N 0 T E S ,..a I. SEE DETAIL 17/45.2 FOR TYPICAL BACKING AT EXTERIOR LIGHT FIXTURES. 2. HEIGHT INDICATED FOR WALL MOUNTED LIGHT FIXTURES ARE TO TOP OF FIXTURE ABOVE FINISHED FLOOR. S. FIELD VERIFY DIMENSIONS FOR LIGHT FIXTURE LOCATIONS. g 4. ALL CEILING FIXTURES RECESSED INTO RATED ASSEMBLIES TO BE ENCLOSED WITH ; 2 � (2) LAYERS TYPE "X" GYP. SD. EACH SIDE AND ABOVE-• SEE DETAIL 2/A5.9. B. VERIFY SOFFIT DIMENOIONS WITH HVAC DUCT SIZES AND REfJUIRED CLEARANCES- c�Q^� SEE MECHANICAL AND DETAIL 12/A5.5. COORDINATE FINAL SOFFIT SIZE AND 5. 8-0 CONFIGURATION WITH ARCHITECT. f. SEAL ALL PIPE, DUCT, AND CONDUIT PENETRATIONS THROUGH FIRE RATED g ASSEMBLIES WITH FIRECAULK 7. SEE SHEET A2.6 FOR FLOOR/CEILING AND ROOF/CEI ING TYPES. S. ARCHITECTURAL LOCATION OF ELECTRICAL. OUTLETS, PHONE AND CABLE IS A SUGGESTED LAYOUT BASED ON POTENTIAL FURNITURE LOCATIONS. ELEC. BUB TO ,V r PROVIDE COMPLETE LAYOUT AS RE&D BY CODE, INCLUDING ALL APPLIANCE < REQUIREMENTS (OUTLETS FOR APPLIANCES NOT SHOWN). q• SOFFITS INDICATED WITH WALL MOUNTED FAN (SIDE DISCHARGE), CANNOT EXCEED n.. ,., ►° 000' II" DEEP. VERIFY FAN AND GRILL SIZE CAN BE ACGOMMATED WITHIN THIS W Q p PLAN w' SPACE. a 2 Ind FL CLC. PLAN I ELEC. r—L I�'1'�1 - BU I L� INC C 0. FOR LIGHT FIWrURE SCHEDULE SEE S/A&A. � u4, f 1�_°� • e _j v 11157159161163 Nall Blvd 01-00012 BUP2001-001501151/15 39 of 65 , .�W41s:sz .ire.." v°s,.`.•zubl H a.> :,,"��lY .q1F, -. -:,. .. • -.._,..•y.,.......w.a«� I P I I l I I I I I I�I!I 11111 1111 IIII I I I A �� 6a4im�`e"�`"�''� �� Iill IIII IIII ull IuI III+ 1111 1111 IIII 1111 IIII 1111 IIII IIII 1111 1111 IIII IIII IIII IIII IIII IIII IIII IIII IIII VIII!! 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TYPIC.aL OVER � V DAS#,ED ROOF TRUSS ' 10 b 10 6 / d 3 3 33 3 3 / --r.- _ / w _L.-- - - - - GIRDE TRU HPR .+DR H k H R HDR DR RDE TRUSS = '- _ - - R ��ii��•• r ti� II Ir GIRDE TRU58 _- r_ - i�� T g - - _ GIRDE T 3S - -- I .II r I I I II D I -I (�I II I II It I I -7_. II I I II II II _ z _ I I I Ila r TYP R2OF5T uN.O II I II 4 I II l l 4 I 4 I I I I I II II M�" THIGK F-LY SwTG J -TIL I II J I 7-1, I II 3" 3" 3 - ii I i I II II - EDGES 1 P.. OC. FIELD O.G w I r It 4 3 I _ 1 II c 4 I l = - = IL II ---- — EXTEND UNDER FILLER FRA-ING -- - - I '� -Jj 11 I I I 3. ala I I r� 11, 4 I TYPICAL OVER J 1 - - II- - - II - I I I I- - - -, PREFAB ROOF TRUSSES L.1..� I L _ _ Ui I I - I(- - __ _ �I j r I_ iT -0 24" O.G. iE llr -� I I I I' Ir �I ` -I II I ' I IL. _ l_ I 4 1 i II Ir - I If I II III II I _ ---- i II — -_ - l I I I a I _ __- E 2 I 1 i I 1 3 II I II ` J II 1 0 I I REPRESENTS 4xI. .+DR BMS • ALL II I I I 3 / 9 ISRG 4 EXT W.+L-L- OF'NGS U I 5O TT 'YPICAL UN.O • I - - ILI -J D ' - - - 4 IrtLyr - I i — -•�- I I I I L L _ HDRI4 _ GIRDE SI D -r s - - -- - - n HDR HDR �I HDR #IDR _ - HDR II II 10 6 1 I L- - - -- - - 3 Im b I S3 S3. S3 NDR HDR 83 63 S3 3 3.3 BUILDING A x ROOF FRAMING PLAN SCALE: • NORTH C • 0 Z A ' � O LYE HATCHED AREA FLOQR CQNSTRUGTIQy; 7 34" GLUED T4G PLY OR OSB W/ 0.148"o SCREW SHANK P-NAILS • b" O.C. EDGES 4 12" OG. FIELD,FULLY BLOCKED 9A 9 1? 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GL FLU:H BMS WHERE SHOuIN _ - - 4D WMR D a e X H R H +4 Q� R H R •DR HDR H R H R 4f 1•I H R H 2 ® Z eD 4D 4 8 4 D �D « x 4 8 4 tr 3 1M� 4*0 53 TYP l.Q� :JOF CONST i�?N,.O %' THICK PLY SHTG 9A II 2 II \� W/ 0.131"0 P-NAILS • 6" O.C. S3. 53" 83 9, S3 EDGES 4 12" O.0 FIELD OVER 20002 i. 2x9 RAFTERS • 2A O.G `� 5 . 1e • o1 - - - ---- -_- BUILDING A NOTE (• THIS LEVEL) _ - -- _ - �r NOTA$ , ALL 15RIC-o WALL 4 EXT STUDS TO BF 2x6 Dr STUD GRADE • 16" D.G. DIMENSIONS ANND DETAILS ARE TYPICAL ALL UNITS > ALL rF R TBRGHLL STUDS TO BE 'X4 OK 2X6 q Ib" OG. OF SAME TYP£ THIRD FLOOR FRAMING PLAN 2; DIMENSIONS ARE TO ExT. FAGS OF LONG WALL ALL PARTY WALLS TO BE 1x4 DFAMD GRADE • 16" O.G. OR EX7 FACE OF STUD WALL AROUND PERIMET$R. SCALE Iii' I'-P�' DIMENSIONS ARE TO 4 OF FOOTINGS AT INTEK40R ,P NORTH S292 Ya 11157159161163 Hall Blvd 01-00012 BUP2001-001 SOH5211F 44 of 65 ;+kk,�ad+w!VJoI( �Y�.•�� , ,nn,,,�p ,.,."••l•l1AlA'afts4t T11 7 cm Illllflfl IIIIIIIII Illfjill! 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I OVER PREFas ROOF 'Ru85E5 - 9 • 4 c v A _ a tix II - Q i d-- L 3p 53 � ' • 'b' 711 - - - IF'i FF_QQR GO►vvTIV%GTION: 7 ♦ G �� J l OVER - ) � f 0.148 • SCREW 5"4NK NAW ~^ ' / I Q G�"EC TKs 0I CR 0515 Ilk Al • b QG E=-GES 4 ,` C FIELD --- - • _ c s 1 I T J - - G .� 1116" 7.01 i PRO 150 • b w L .-_ __ - _- -- - -� JL. _. - -- - - - - JL --- - - - TYPICAL U.N.O. A - - - - - - , - - - -- - - - -.•- - --�f- - - -- - - -- GL FLUSH dMb W►+ERE —«- � --+-- a- 3 _ c - - - - - - - , Li 63" -.,- A I I ` I -Xw J z J I n I A. �� 53' ` 8 4 O( REF4RESEN-5 4X11 «SDR W'16 • A_L --- -- - - -- - -- F � Q 3 3 II 1 - ----- —_ CRG 4 Ex' WALL OPNGb +- - -- . _-. -- -- -- --- - �7 �7 I J, - ;¢+ AIC-,• ,.1v.0. I � � r - - - - 3 -- _ - - - _ Rf ER T ts.S5 y , r F-ttA BUILDING B BUILD G ING B ROOF FRAMING PLAN THIRD FLOOR FRAMING PLAN SCALE: 's' 1'-0' O c� SCALE NOR7W NORTW r REPRESENTS 4X12 HDR SMS • ALL . < DRl'1 a EXT WALL OPHGS ^r ''1'P!CAL uN.O. z A • 3 A _ \_ / �V o .fpR aDR -DR •-✓iI p; 1 1 1 A vo - -- - . . . . . X I i - __ _ r - - - . . . . . - - 53. 1 - _ I 113 co w ff)+ I ' I 53 53.' 1 f 53 53 ---- ni .•.•. 6X10 I i A 3 $ 9 I A I t I • : ' : _ TYPIC04L F..00R GOh9-RuC'_Qr e - - - - - - - - - - - - - - - - L - - I - - .1.-_.1' • 11♦ G`,� -�G I _ �.1.'.•�A N � � OBER � .6 - - - - - - - -- -- --- -- - - - - - - -- - -, -- ` _.I 2 -+ �0 '/♦0:48 • SCRE o 5-,4vK IIS 3 bx1 _ • b O.C. EDGES 1 '2 C.G. FEED 93. 53' 0.EER I I 1 L J 3 C 1116„ TJ! ; R'RO 150 • 'b C G I 1 A 9 3" 3- 3 3 "�� TYPICAL UNC I 1- -- - - - - I , 3 3 4 GL FLUSIQ SM -,-ERE-ERE S-OUN I 1 p I 83J 9.. l 1A 51, 1;, I 1 •� 3 p `� I I —� L - - - � R2 I I ,D r———� (� Z - p I I 1 --•. i p� S3. L � TP HATQHW AMA P—CM T -.�.. . .' --- I I I ! - Z 54" GLUED TIG PLY OR Oft w 0:146'0 bC�W �- 1 - 4 CONC S""5-Oti-GRaDE nl I 'j1 - --i _. }3.IA7VC P-NAILS • 6" OG. EOG1F6 112" OG. - W1 FIBER rES�+ a I I 1_ -1 1 Z Q FIELD. FULL'„ BLOCKED it I ■ ■ PLACE O✓ER B. a : 5A.ND BED B { A D PER aRr,.. �+ I M CV OVER &' -IN CO-PACED GRANaLAR 'J` - - --_ r' ?O _4 N ■ - NO45� PER SOILS �pOw(�ARl.GE 6 _ - - - - - - --I�� - - ---- - -I - --1 I Z - I I I ` z 63.1 3 53 ( AREAS. III ExIS' e JI I I s3 I _ - -� z O — x , 4 Q 56I Tb SXS)c3AIb ��\ I I- - w e 5? 33 CC t9 I 11 GL -7XII-t ILL I 1 II I \ ��I \�� D 1 M Z c 6X12 (D 1 I I r� 1 L— - - - — —rte. ^ E L i I W O U. X I �� 12 I1 I{ 4 _ To SX5X3i16 , TT IGAL DECK BTRUCT!ON I I � O O O J H l A 14A I 3' I �� J - -J 6 c - I 7 3 q" MAX CONC *OPP'G ( ■4 I 1 { GL 311 ll II �- y n I OVER I I }M. C I i I I I , J O i - - _ -- - -1 3/♦" GLUED T Ka F'L" OR J5B tL ©I 17, L.. _ �� II 3 10 0.14d"0 A_NAiLB • b„ O.G 1 I - - �' JI 3 3 7 _9 EDGES 0 12" OG -IELC g - - - g I 5; 53 1 X OVER 2 8 PT, JS'S • tb CC !�I tl L. J 6 - - ----- - - ,- 57 83 I 1 F__. II -- I I _ 1 I z� az V3 71 I I A ��• A 3 N� !• 2 O 1 WO LEVEL) ^ a ALL � WALL 1 EXT bTWB TO eE ?xi flp 8Tp0 (MADE • w'• O.C. b '3A I ALL PIAd•oA!WALL STUDS TO DE 2x4 OR 2x6 • r6" O.G. 83 3 53 - --- - P ! TO ARCIrI r_ ----- - -- --- — -- --- -- - ----- - - NOTE: r• c:-•J►vD _E F_ I ALl rwar'r' WALLb TO ft 2x4 OF. 6710 GRADE • 16" O.G. BUILDING I �,� ALL DRG ��.._ 1 Ex- S"'C5 `C BE .xb �F 5-,.� !sRADF • 6 s _ B I D�fSIONS ANr� DETA "S A� -.P GAL AL_ UN1-S E��►iLDING B ALL NOh-BRG 41ALL STUDS -C BE 2)- OQ orb • b CG r `A DFr SECOND FLOOR FRAMING PL 5XIT IIIIARG AN f 2J D►MlENSIONB ARE 'O Ex' FADE OF GO*!: WALE. � ALL PAR"` LLlALLOJ TO DE 6x4 C= OR EXT. FACE � STJc WAL._ AROUND �R'?"IETER FOUNDATION PLAN ✓ DIMENSIONS ARE 'O (L OF FOOTINGS AT rNTERiC.'IP ---+-- 3GALE: t„�' a 1'-0' L----___ ____ _ ------ _----- - --------- - -- SCALL`: rti� • 1'.Qj1 �� NGiRTN S203 11167159161 f63 Hall Blvd 01.00012 SUP2001-00150x157'15 /5 o1 65 7"T 0110 r.' dli!';iirltli s•li s U iiit ills fIU +UI If11'UH tilt Iffl 1111 11N {ill lIII II11 rill`i1N HU 1(11 llll 111f 111! i t arca=^ e� CI11ntlll�ll�lriun}nI111rIl�llrl+irll�nn lul�lur lul'nu !In+nll�unlnll�Irli lii�iiii'�iil r 2 PI 2 - G 14 IQ! A O 2 23 4 �e 27 29 20 3Q 1 1 a I y , d rr 7 r' - . 1'e L. �y W z FO PRQ,cF J> N 79 _j ZW _Z ti � Z4♦. UJ fs r o � Nati -- - - --- - 1 T_TF_ROOF QON5T UN O. >rRES >i' al Ul THICK PLY SHTG 1D . - W% 0.131"o P-NAILS • 6' Or-EDGES 412" O.G HELD EXTEND UNDER F-",-ER FRAMING TYPICAL- OVER YPICALOVER 93- PREFAB ROOF TRUSSES a R c Ji • HDR 3 II � � II I I. !I II I II IIS F- l� W0) rl, �7 1 w 14 3 � PREFAB FILLER TRUS'JE9 �-' - � � � o � I (REPRESENTS 4X12 HDR BMS ".L � 1 I I • �L � • Z4" O.G TYPIGA� OVER r- ` 4x8 I T� tl I S� f - - BRG 4 ExT WALL OPNG9 Z 4 DASHED ROOF TRU5. I TYPICAL UN.O. q 11 Q II t n — a ' S3 BUILDING C ROOF FRAMING PLAN SCALE '%' . 1'-0' NORTH A n n - A HDR i.�/ �� HGR L1� :�:iR _ a! � �1J -- it WA -� TYPICAL F6OOR GONSTRwCTION n 1A 1 3/4" GYPSUM TOPP'G w83 Iu OVER TYPICAL_DEf0S.rw�TRUIC7LONt� V 5U 314' GLUED 745 PL` OR OSB W % � 3' " MAXMAx GONG IOPrG () 0.148'® SCREW 5NANK P-NAILS x I • OW/ W 6xb - 10/10 WF • S - - OVER 6" O.C. EDGES 41 2" O.0 FIELD L v 4'4" GLUED T4G PLY Ohl OSB W/ — - - -ftI11{�" Til ' PRO 1%. 001( " OGco ^' 0.146"0 SCREW SHANK P NAILS 1\ �. TYPICAL U.N.O. • 6" C.C. EDGES 4 12" O.G. FIELD �'. q� Gi. FLUSH 5M5 w"ERE SHOWN OVER *Did 0 • 2x8 P.T JETS • 1(p" O.G. O #A X 10 45 II u I � 3 93: TYP_6.Qw ROOF CONST U.N.O. d as' THICK PLY 9HTG r,�•., Wi 0.131^41 P-NAILS • 6" O.C. In .� 1 53 i EDGE5 4 12" Or. FIELDHI = I OVER 4)11 11 1 !1 1 1 11 1 1, A 11 I 2X8 RAFTERS • 24" O.C. f 1 HDR i�1 ') HDR O a 6 A k� 3 --- - A A 83 ` 3 -1 93 _ REPRESENTS 4x12 HDR 13MS • ALL BRCS 4 EXT WALL OPNG5 r- - - _j TYPICAL U.N.C. BUILDING C SECOND FLOOR FRAMING PLAN SCALE: '%' P-0' �ORTN Z • Q z Q - - 93.1 - (3) - - Z Q ^ 3� - �j A (3) -��- -- n l� CL _ N I r-- _ r� -- ^ c - I Fe aZ — Z {� il�� Q zQm 3 �- a: 93. Q I I 531 A Q - � - -- _ _I , 1I- _ LL ol-— — - -- - - - ---- - I — - — e 0 C , I (C� — V � O , A 4" CONC 3LA5-ON-GRADE Iv H -_-` W/ FIBERMESH L PLACE OVER '✓B 4 2" SAND BEC PER ARCH U- LCL L-- L- -_ - - - -I r-- ---J L - -- - --1 IUFILL- --- OVER PER 1501L5�REPORT PACTED GRANULAR NO VB. OR SAND BED • GARAGE q, ® I rO - A --- - - �/ A 3 AREAS, IF THEY EX157 I 3. 9 20002 3 I I- - - -- - - -I I 4> A - 1) DIMENSIONS AND DETAILS ARE TYPICAL ALI- UN 'S 5 • 16 • 01 OF SAME TYPE. Z) DIMENSIONS ARE TO EXT FACE OF GONG WALL- OR EXT. FACE OF STUD WALL AROUND PERIMETER DIMENSIONS ARE TO i OF FOOTIN65 AT INTERIOR BUILDING C --- - ---- FOUNDATION PLAN yQ?E � �. TNIg �_F' L) ALL BRG WA LI. 4 ExT STUDS TO BE 2x6 CF STUD GRADE • '6 G.G. ,„ _ ALL NON-B/LG WALL STUDS TC BE 2x4 OR 2x6 • 16" OC SCALE ''a' I'-f.7' REFER To ARG" i ALL PARTS WALLS TC BE 2x4 DF STUD GRADE • 16" O.G. NORTH S204 ,.4 11157159/61163 Hall 8Ivrl 01-00012 EUP2001-00150/152 15 46 of 65 c r i J Y>jTlgr Cm 111111111 nn�llnlllu�nl' uu�rtlInn�uu a yifn nil�ull Iiu�linlll" l�littlIllu�ln (llu�Itll�lll Ilu�liu�lll IIIn�IUI,IIn�t I��1lulutl�ult IIS lu II �t I ul �I n Inl�n IIuII�lu1�1uI�IUIInn�nnlnu�Illl Bill IInI1;1II �1111jII 2'8 20 �I IIIIIIIjlllll s # � .t_. a b f� 1 1 1 a la 14 Ib 1 1 1 100M.1cm O 21 22 �!J !+1 � 29 27 29 28 30 _ � F Xp l , , s S W WZ J(n Z= � 1 r V ID �e E17'RES 12-31-01 U a n j PREFAB FILL-ER TRUSSES -- - - 0 24 O.C_ TYPICAL O/ER D,45HED ROOF TRUSS y LY M - X i . . . . . . . .-. . . . W REPRESENTS v aULTEDPB - �- AREA RO ADE SC:165OR I'• . . . . . . . . . . ��. .'.'.'. . . ►- ?� TRUSSES - - -- - "'•'—. . '.' ' ' - iREF'RE9ENTg 4x12 «+DR BMS • 1 1 I P 6i0L�E 550R - -- - BRG 4 EXT WALL OPNGS W -- LYPIGAh.. U.N.O. II L T 9g. . . . . . . . . . . . . J CK ID . .'.. . . .. . . . . . . . . 14 ' o 33 . .. . . . . . . . . . 1 � =� . . . . . . . . . , .- . . . . . . . .•. • 3- � raT,-4IGK PLS' 9aT5 PI T �- ��_ W, 0131"• P-N41-5 • & G C o L - - — -- EDGES 4 12' O.G. F'E-D EXTEND UNDER FIL-E� FR.�r^'VG II `Q ,y/ Z TYPICAL O/ER PREFAC ROOF TRUSrkE' ---+- I - 24" OC I J. BUILDING COMMUNITY ROOF FRAMING PLAN x SCALE; '%' a I'-0' �j cu o � NORTH Z �► Q cd Ib � - - 93.1 A 1 ° }i _.J l J Ila 53.1 8 - -- — — ——� C) 4WG BERrtESN�-GRaDE IO PLACE OVER /.8. 4 2" SAND BED PER ARG., i ( 1 O,/ER b" MIN COMPACTED GRANULAR I I FILL PER SOLS REPORT syr 1 I NO ,/.B OF, -O AND BED 0 GARAGE V l i I I AREAe, IF THEY EXIST, Z (] aC I t A - ' Z ^ 1 .. S3 1.a I I_ - - - - -- - --�- -- _` A _ RifD Z 2 I I� m0Z -1 i IIII NOTE: to THIS LEVEL --- —_ -------- - --- ------ I — g3 Iii) ALL BRG UTALL. 0 EXT STUDS TO BE 2x6 DF STUD GRADE a 16 C.C. 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TOES •LU HWurZ ABL'�G -- - - -- ----.-- - - _-- -- �, 'f PLAIN w/ H3 --- - 0162'0 TOENAILS 1 - -- I I � ------- - - -_ 1 �`_Tx4 LSL 1'' RIM JST W.' _ 434 PER SGHED ADD 2Xb TRIMMER, HtADER PER PLAN GL BI"'' PER PL-:N J' F_4 ..S'S TCP -FLUSH F!.R BM KING STUD 1 HDR • 0.162'0 P-NAIL • 9' OC CONN O 'ERP 3r' ; DBL 2Xb TC• PL'S W' PER PLAN PER FLR 32 2 CONN OTHER 51DE • I _ t PER 3/93 • 12,4/932 SPLICES PER 5/532 - % TJI FLR JSTS - 13A/532 SINGE 2x KING 9TUL� - HEADER BM PER u/. GLT Hrv�'R --1 cL _ B!"1 PER ...�, (� PLAN PARTS W4LL "OR PER PLAN • ---- -- �_-. 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ROOF 12 T� o S � 'R � .�#N� INCA CON'S ria �C'�,U R'OOF CONN TO FLr' •� FI T ROCF Ow 53.3 SC"LE: _ -� 53.3 sc__E: = -� 53.3 SCALE: 111 = I'-r� 53.3 sc~~ �: _ -� i � ar • 0.148"0 K'-N- L5 • b" OG. � Op� :x4 BLK G ,w 01b: • EDGE NAILING 4o PER SG+•+ED TOED o A34 '�Ek SG•+ED- OVERHANG t FASCIA I �- OVERHANG FASG'" 0'3 • ti•• L5 + b O.G 0.131"0 P-NAq..S + 6 OC PER ARCH PER ARC- -- \ --- c_ - 1, -- ROOF SHTG PER PLANlw ' 7 4� ROOF 5HTG PER PLAN --\ I -% - PREFAB POOF 1 'BUSSES I _--DESIGN FOR K G - -- --- .a ROCF SHl'G a - 8C + 6 O.C. � j 2X8 BLOCK G W/ 3000MT I_ -- ROOFS .G .. - ROGF 5"'G PER PLAN / I 2- 0148"0 Ir''-NAIL E" � � I c 1x4 OUTRIGGER + :4 O / END _-_�.------- PER PLAN W/ Z- 0.162 • • EA END �5 /// PROVIDE /ENT "OLE6' 4 WALL fe 5 1"REFAB ROOF TRUSSES PER ARGN -- --- [ PER PLAN 5HTG PER 9«+EAR PREFAB ROOF 0.131°• }•-NAL • b" OG. �/ �W.A �••1 TRUSSES PER PLAN WALL BE-Ow-_- _ _____--. � W` 2- 0.162"0 • DBL FE ROOF TRUSS 1X4 BLOCK G uW PER r1F{ \ \ "t2EF"e ' `.-ER 3C«•ED - - - -- 0.162"0 TOES • 8" U.G. o.SS =yb. = • WALT TG PER 1 r� 6G TOENAILS ti" - • - EDGE NAILING PER f • b" O.C.- ROOF TRI,SS +a3 • 2•t O C x4 BLOGKG • 48" Cc ,u j - -- �\ i � � •• ' bD COOLER!, • 4" Or- TO G PREFAB ROOF _ / - 1 TO GYP 15D .�_ L.J ---NO WALL, 3M PER 'FLAN TRUSSES --� I � • DdL R ,I _ -_ - _ _ K F - • 14.x;53.3 2• 01b2"o w TRUSS E.. 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WALL RU55 "ER SCHED ; CONT PL`" OR OSB � STUD WALL 1� OVERtHANG 0 FAiSGIA / / / 4X$ BLOCK'G IlU -� __- I W/ 0.131'0 P-NAIL • / J - - -- -- -- -- - ROGF S.ITG PER PLAN l 0.162"0 TOENAILS - ---- - - GE8 1 1L O.C. ��„��S � bELD BLOCK ALL PER SCHED EDGES ! 1+ WALL_Q RP N I G -E._.G__UL�.R OR i I I I TRUSS MFG C,:,N DESIGN 70002 0.131"e P-NAIL9 • b" O.C. , 'RUSS TO TR_4N5FER PREFBB ROCF 2X4 SOFFT J9T5 I 2X4 BLKG PER ENTRYGABLES x �� 6/833 \ g0•'L!NEAL FT FRO'- TRUSSES (I ROOF SHTG TC DBL ( -- --- H3 • 24•' O.0 `----H3 ANCHOR A J4" O.G I __ - - I -TOP IE 5 1 N &-t_ OVERHAWs 0 FAGC;A , / 1 I .IE OOPN68 I. ENDDER PER PL 1°ER .aRGN HUC HWGRM PER AN W,• WALL EA 2X4 BLOCK'G W, �- _ x _ _ --- - H T ---,I WALL 5H G PER WALL !b►•1G BACKING 0 PL` J /I P I - - SPACER - • 48 ?X6 !! WA ~- IIA 0 GOOF TRUSS E ONfG C A` BLOCK G 3.3 15M CONN PER 13:53.2 SIDE W/ SOLID STUD _ "'ER 6CHED -- - ---_.__- � BAGICING IF WALL O IbZ"0 • b" O.C. 1 I I I T 1X4 F O G W -- --- DBL R . STUD LL l __ PREFAB FILLER • 48 OG W �- 0162,0 - 0,162'0 EA ENC 1 -- - PER PLAN • 1/83 3 0 115,'833 gi IT!a 18 OTHER THAN - -- M I ?X4 STUD WALL L �.-_ F'LY WALL dH'�xR / 1 I • T P-NAILS .19 5Na✓� SCHED - --- - _ TEA RU55SSES W, 1- 0162"0 ?4z4N� �A►-L_PAR�,�4!•�i . 53.3 PER PLAN • 1A/933 C EXTEND TO ROOF PLY {PARTY WALL W ST�US _ � 4` 2X6 STUD WALL 5� Oj PER PI_.1N PER PLAN ''�+RL_L_�L_ 11X6 STUD WALL 7",1 NON _ STRUCT �T�f^, 1 T1'P ROOF TRU55 EXT UJALL 2 T1"P R,4FTER5 TC PEX-1 3 TRU55/= 1LLE TRU55 TR4-: N5ITION 4 ROOF TO � �.-►RTI W LLI PEIFPLAN • 4AB3_'. LU LL. WOOF TRU55 CONI' 3.3 ��-m" 53.3 SCALE: iI� = i, I, - � : -m 53.3 SCALE: !1 1 -m 53.3 • ScNLE: -� S3 3 c - -c S383 11157159111111163 Hall Blvd 01-00012 SUP2001.001 S01152115 SO o1 65 - Cm�llfi'i!II�iII111111�I:.1+H11 111I�I111 IlUlllil IIII�IIII Illllliil lllllllll tllf�llll i 1111 (1. IIII 1111 IIrlllll IIU� I I (III�1111 I I I) 11111111111 1111 IIII N11'llll II IIII IIIII1fl1 IIII IIII IItI11H Il lilill tllllllll I►1111111 I!.. 1' 1!0 111 ! I!! III,I', �. } t + ( r 6 7 1 ID ( 1 • 13 114 >t1l g"S 2�3 2�4 > > I 7 j, 'd 1 Ii r.' � Ivc t • _ � �p� �� k ryfi t . , Ahs{ I fll�f OS : : t f!A d ' 7 d III ia"�Qt t�i r k `�yzr GINE S' LLMETERING CENTER FOR BUILDING 'A' ..v ..rFq. -+C.`4.vh'^ vnv:•.v:+m•::,--rcn•.Ynv.r v::grn.n.... ,:.w •vH+w.rr.sW.y.a . .,. .. .. ....... ... a•..P....v.nH:.•.:W. .r.wvAwn.N"v r r r ry r . ♦ E1 - I �1 16 - 125 AMP METERS RJ 4 8 E t 14,581 AIC(PER PGE) Q7 13, / __- \ I TORK SERIES 2100 PHOTOCELL " -- FEED VIA 1-20 MOUNT ON ROOF', CLEAR OF AMP, 120 VOLT S �,,� " LEXPIRES:06/30/02 OBSTACLES AND ARIIFIC.4L LIGHT. TIN 5 �\ AIM NORTH. HOUSE PANEL \\ \ �2rnNG VIA �4ILL ROUTE CU - �� EkTERI LIGHTING � \ � U u COMPONENTS SHOWN IN XTECGNR R COORDINATE MOUNTING ( - -- DEACTIVATED CONTROL LOCATION WITH ARCHITECTURAL I \ \ POWER STATUS DRAWINGS PRIOR TO ROUGH-IN i TYPICAL. I I \\\ MANUAL OVER-RIDE BUILDING 'A' I \ \ SA'L�• y SW. S.P.S.T. I \ \ r Lu LOCATE ADJACENT TO CONTACTOR �r-� ; I. \ \ . Cr ENCLOSURE I'. � � G _ 1 CONTROL POWER e �.�� C \C\\ (ONE RACEWAY TO EACH VERIFY VOLTAGE �N _ �; / � F , \ \ BUILDING - TYPICAL) C) .n FLUSH MOUNT ENCLOSURE 1 I I \ LTJ ABOVE COMMUNITY BLDG ��. C (1) 2"-CABLE TV ELECTRICAL PANEL. CONTACTOR "JR-� /`•� (�' i 1 \\ \ I F.- PROVIDE LABEL TO READ NIGHT LIGHTS I ILI - "EXTERIOR LIGHTING ��_...- I I �- _- _ _ 1 I I \\\ i � T CONTROLLER ALSO, _ I n \\ I N PROVIDE ONE SURFACE- ----4--\ A {�� MOUNTED NEMA 3R +� " -- -- , I \ ( Q G CONTACTOR AT EACH UNIT I CONTACTORS. SQUARED 1 1 �- �" _ _ ��'� \\ \ I CLCm BUILDING TO CONTROL CLASS 8903 TYPE 'L'. -"--� f'-�-- ! -- _ _ I -_ I Q � � EXTERIOR WALL-MOUNTED I I; ! \\ \ LUMINAIRES. I PHOTOCELL ON 1 _. _ i \ \ 1 PHOTOCELL OFF - - EXTERIOR LTG. CONTROL. - - T - i i � I �C� - 'Say , ; �_ .. -. �, 'Su' NO SCALE - _ .� I.--- _ --1 -- I _ E VERIZON TELEPHONE SERVICE PEDI=STAL .SA, / e r ROUTE CIRCUITING VIA OUTE CIRCUITIN VIA 9 I Iy1046 1 EXTERIOR LIGHTING l G ` /i i ® MZCTMAL W/�1b/I" ( I EXTERIOR LIGHTING I 3/ 3 GRAY SCHEDULE (R) PGE POLE X15928 DIIR/11101N NF RESP�ALn�'Y CONTROLLER FEED VIA I ❑ I CONTROLLER I , 40 PVC' CONDtiIT MAP #C1135D 1-20 AMP, I ;� / SECONDARY POWER r/j�i.01 I / rjoop/ TO ELEC. UTILITY ELEc. UTILITY 120 VOLT FEED VIA 1-20 AMP, I r/ CONTR. CO. CONTR. Co. OUSE P '' I HOUSE 120 VOLT ANELCUIT IN �„�!,jam" /,i'��TELEPHONE PRIMARY CONDUIT SECONDARY CONDUIT •'' ® ❑ ® ❑ L A7 f ---- -- _ _ �f'i / PEDESTAL PRIMARY CONDUCTORS ❑ (gJ SECONDARY CONDUCTORS ❑ ® i ____- - - �_ -� }� --QD , , / / / /i/ q BUILDING C B I ; (' / /// / / r TRANSFORMERCz ; . - - , " ( I;1 /r�� / / r MAP �1135D ❑ ® c/T ENaowRE ® ❑ r ` i..-.-..n, � ,� I �. � / /// /T'�(�) PGE POLE �1592a TRANSFORMER PAD ® ❑ C/T'• ! 2 METERIN CE TER FOR I / / / / � I � I (1) 2"-CABLE TV r ❑ ® E1.1 3 - 12 AM 1dE " I ( 1 ( r/r "C-0, / / COGRDINATF POLE • BOLLARDS ® ❑ METER BASE ® ❑ U TING 1A I 12,709A (PE PG (1) 3--TELEPHONE I 00, /T/r / / RELOCATION WITH IG --= PROVIDE 504 - E VAULT /r/ SERVING UTILITY TRANSFORMER ❑ ® METER ❑ ® -4 I SC, I // S /., CONNECTIONS - - r r r (2) 2"-CABLE TV 201. -_-- _ f / / j j/ (1) 2" GRAY SCHEDULE 40 PVC o00- V 0 I �?-' '� j /// / ,� CONDUIT PRIMARY POWER '-' 0 BUILDING B CIRCUIT t / r � ITY LDG � (1 3" AY SC 00 0 _PVC ONQUI _ I --�,/ NOTES-, I - � o DA Y POVIER I ,.. ...:..�,,.�.......� �.�-- _-T-- -IS;-- �//i I O v. - ..,.....-= - / / I o 1. CONTACT AND COORDINATE ALL REQUIRE"IENTS AND RESPONSIBILITIES MATH TI I o a °o I -,"- = _ --_ 1 J, 0 SERVING UTILITY COMPANIES PRIOR 70 SUBMITTING BIO. ° --- --- -- ---�---_ % r • � � SA' w . -:f T-�---�-- ------ n 2. ALL SERVICE I:VSTR,LLATION WORD SHALL BE IN STRICT C''�lPUANCE WITH I'�7 �--- -�--_�, , THE REQUIREMENTS OF THE S_•RVING UTILITIES. , - / I 9 I POWER UTILITY CONTACT. TF'IFw+nuc unun CONTAcr_ Cery unuTY coN� 1 I � `' I COORDINATE ROUTING AND MAXIMUM JIM KLEEK KEN PURDUE PETER KARTAK / - NUMBER OF BENDS IN EACH RACEWAY / I - /� two (1) RAY CHEDU WITH APPROPRIATE SERVING UTILITIES PGE VERIZON AT&T Broodbcnd ` COMMUNITY 40 P - PRIOR TO ROUGH-IN. TYPICAL. 94M SMI BOECKMAN ROAD PO BOX 1100 3500 SW Bond Ave. \ , MALSONVILLE, OR 97070 BEAVERTON, OR 97075--1100 PORTLAND, OR 97201 -45+x7 �1 BUILDING SEC RY P WER I PHONE: (503)570-4407 PHONE: (503)620-7332 PHONE: (503) 605-4961 I ` EXTERIOR "' / • ' r •� - PAD MOUNTED TRANSFORMER / j LIGHTING 4 _ _ ( PROVIDE 644 - PGE PAD/VAULT / CmId N91>NYACt MMI�M M N" CONTACTM M UfNJ M NR CONTROLLER N" NOT NwCi�tl>fl M 1 v "°''�t.�. TNx FINAL wior r 1 ;, •y- � B• TIM AM @ANA TIM MNION UVanM0. TNpN �^ OIIA�NM M MOT MTMATM OF TNM ' - TE IRCUITING VIA I I I I (1) 2"-CABLE TV �J r Ir01�lTt. PRIOR TO ANY COIMTE 0 ININ OONTACT M '' ' HOUSE [FEED VIA AIMS M AM OKAM M •NTNG TIMI k 2 METERING CENTER FOR BUILDING 'B' PANEL 1-20 AMP R10 LIGHTING I I (1) 3"--TELEPHONE VERIFY BOLLARD REQUIREMENTS W/pGE PRIOR TO SID. 11 J• �' E1.1 7 - 125 AMP METERS 13,552AICI'�20 VOLT OILER I I �(1) 3"-TELEPHONE // 1 10,761AIC (PER PGE) J (PER PGE OUSETPANEL --- 36" OF SLA(X CONDUCTORS AT BASE OF POLE. PROTECT MATH PLASTIC �� A ,S COVERING UNTIL POLE INSTALLATION •<. �' .,,. -r �-�..�-.__.--.��.---.�-�.--- --;- AND PLUG CONDUITS TO PREVCHT OONNECT GROUND MARE TO r GROUNDING LUG OF POLE - --- - -- - WATER COl1ECTINC IN CONDUIT'S _ -- --_ ____ - - ------------ -- ---- -- - -. - - _ AT HAND HOLE. l� ----- }�- - -- _ ..� ,_ T - _ _ - I I 7- POLE. BARE COPPER MARE. 1) 2"-CABLE TV t_I FEED VIA 2-20 AMP, ROUTE CIRCUITING VIA /d 2 3" GRAY SCHEDULE 40 PVC CONDUIT 120 VOLT CIRCUITS EXTERIOR LIGHTING TYP. 3 WARE POLE AND GROUND R00. ( ) PROVIDE' SECONDARY POWER IN COMMUNITY BLDG CONTROLLER E1 1 BASE COVER. DOUBLE-NUT FOR LEVELING. PANEL MEIALUC SHRINKAGE - MAKE POLE PLUMS. I r, STANT GROUT. 5'-0 MIN. TO CURB, TO PREVENT POLE DAMAGE. � t', 45' TOOLED EDGE. (3) /31 REINFORCING STEEL FINISH wITRA TOP 5• ELECTRICAL SYMBOL LIST � i FINISHEDGRADE. _.._..-------_.------ ------- __ _�-___ ___._---- •'- - �. -- U I ELECTRICAL TERM. SECT, - 36• LUMINAIRE SCHEDULE 1" ■ I0' MWTER CNTR. TRANSFORMER I EXPANSM JOINT FILLER BUILDING NMNEIIE POLE SASE ABUTTS - r.1 pOH S OR - _ -_ - METER CNTF2. WALL ® METERING CENTER0"m CONCKIL 1■■1 W -A TYPE SA: EXTERIOR POLE ARM MOUNTED HID SITE LUMINAIRE. 17-1 2 - GENERAL NOTES CIS '�'■ / TYPE SC: EXTERIOR POST-TOP HID AREA LUMINAIRE. DOME TOP OF METER CNTR. CIRCUITING ROUTED CONCEALED IN STRUCTl1FE� W •A. SQUARE BY 7-1/8' HIGH DIE CAST ALUMINUM HOUSING CAST ALUMINUM WITH ACRYLIC REFRACTOR. TYPE V SQUARE 1. THIS LUMINAIRE SCHEDULE IS NOT WITH ROUNDED CORNERS. DIE CAST ALUMINUM DOOR FRAME SYMMETRIC DISTRIBUTION. FINISH TO MATCH SIT- COMPLETE WITHOUT A COPY OF ® - - - - - - CIRCUITING ROUTED BELOW FLOOR / GRADE � MATH IMPAC'i RESISTANT TEMPERED GLASS LENS. 4" LUMINAIRES. UL LISTED WET. -20 DEGREE, CWA, HIGH THE PROJECT MANUAL HOUSE. PNL. 'HP_' EXTRUDED ALUMINUM ARM. ANODIZED. ALUMINUM POWER FACTOR BALLAST. CONTAINING THE ELECTRICAL BRANCH PANEL CONTACTOR ENCL. HYDROFORMED/SEGMENTED REFLECTOR WITH TYPE-III ONE 100 WATT METAL HALIDE LAMP. .,PECIFICAT10N5. � � METERING BASE e FT. GROUND ROD H CAST IN-PLACE CONCRETE BASE. DISTRIBUTION. FINISH AS SELECTED BY ARCHITECT. UL NOMINAL INPUT WATTS: 142. 2. VERIFY LUMINAIRE VOLTAGE M 44. 'r' DIANIIETER CONCRETE STEEL LISTED WET. -20 DEGREE, CWA, HIGH PC rVER FACTOR UTHONIA VV3 SERIES OR APPROVED SUBSTITUTE. WITH BRANCH CIRCUIT TELE. CABINET --P--- UNDERGROUND PRIMARY POWER Ji ^� L�.�• REMM'ORCING BAR CAGE. 6-/5 BALLAST. SUPPLYING POWER TO WEJt11CAL BARS MNTIi /3 ONE 250 WAIT METAL HALIDE LAMP. POLE: 10' HIGH ROUND STRAIGHT STEEL POLE. 0.125" WALL LUMINAIP.E PRIOR TO ORDERING. --S-- UNDERGROUND SECONDARY POWER, HORIZONTAL HOOPS ON 12" CABLE CABINET --T-- UNDERGROUND TELEPHONE SERVICE ANCHOR BOLTS DIED_-J NOMINAL INPUT WATTS: 292. THICKNESS. PROVIDE SQUARE COVER. PLATE. FINISH TO � ,�� INSTALL PER11" CANTERS TIED .1 VERTICAL BARS.. LITHONIA KAD 250M SERIES, EMCO, MCGRAW-EDISON, MATCH LUMINAIRE. POLE TO WITHSTAND 100 MILE PER HOUR 01A#AETER 3. NOT USED. -C-- UNDERGROUND CABLE TV SERVICE o MAMJI'AICIINKRS FORNIEO CONCRETE STERNER OR APPROVED SUBSTITUTE. HANDS WITH A GUST FACTOR OF 1.3. NSTRI✓>CTIONs SAB. POLE: 15' HIGH SQUARE STRAIGHT STEEL POLE. 0.125" UTHONLA RSS SERIES, KW, EMCO, MCGRAW-EDISON, STERNER OR 4. COMPACT FLUORESCENT - z WALL THICKNESS. PROVIDE SQUARE COVER PLATE. FINISH APPROVED SUBSTITUTE. LAMPS TO BE 3500K NTH A Holy! [}+ AREA LUMINAIRE ARM MOUNTED WITH POLE $ H U'lJ wUP To TOW r TO MAT( , LUMINAIRE. POLE TO WITHSTAND 100 MILE PER MINIMUM CRI OF 82. THIS LAN VIEW DETAIL SHOWS THE TYPICAL ELECTRICAL_ ENCLOSURES AND CONCRETE BASE .+ •o POLIE TO�AW � ' HOUR WINDS MATH A GUST FACTOR OF 1.3. FOUND AT EACH BUILDING'S SERVICE AREA AT THE APPROXIMATE SIZE. EACH O° AREA LUMINAIRE POLE TOP MOUNTED WITH P - A 4 - 0 4 - 0 e - 0 >' - 0 LITHONIA SSS SERIES, KW, EMCO, MCGRAW-EDISON, STERNER TYPE SD: EXTERIOR TRELLIS MOUNTED FLUORESCENT LUMINAIRE. 5. METAL HALIDE LAMPS TO SERVICE MAY CONTAIN ONE OR ALL OF THE ENCLOSURES AND SOME POLE AND CONCRETE BASF S>E RAT[D fOR 1y0 r. " 8 BY 6 BY a NIDE NOMINAL CAST ALUMINUM HOUSING. BE 3900K WITH A MINIMUM to ?. 24 74 OR APPROVED SUBSTITUTE. OF THE ENCLOSURES CAN BE MOUNTED ABOVE ONE ANOTHER OR ON Q WALL MOUN;CI) LUMINAIRE CLEAR ACRYLIC LENS. CAST ALUMINUM BALLAST BOX. BLACK CRI OF /0. AN ADJACENT WALL IN A BUILDING CORNER. COORDINATE LOCATIONS OF ALL ' 14' 0" ZO" TYPE 58': EXTERIOR WALL MOUNTED FLUORESCENT LUANINAiRE. 13-3/4" FINISH. UL LISTED WET. ELECTRONIC BALLAST. 6. COORDINATE ALL ENCLOSURE HATH !)LAMER ARCHITECT AND EACH APPROPRIATE SERVING •- DIAMETER BY 9" DEEP CAST ALUMINUM HOUSING WITH ONE 42.W TRIPLE TUBE COMPACT FLUORESCENT LAMP. (E) EXISTING GASKETED OPAL POLYCARBONATE LENS DIFFUSER. UL LISTED NOMINAL INPUT WATTS: 44. REQUIREMENTS WITH TILITY PRIOR TO ROUGH-IN. (R) RELOCATED WET. -20 DEGREE, CWA, HIGH POWER FACTOR BALLAST. SHAPER X497 CF1/42 SERIES OR APPROVED. SERVING UTILITIES. SECT i��N -�A�Rr=�AL�UM�IN�AIR�E �5TA�ND�A�RD� ONE 32 WATT TRIPLE TUBE COMPACT FLUORESCENT LAMP. PROVIDE ALL REQUIRED p BUILDING I I G \ / i I ��.E NOMINAL INPUT WATTS: 35. RACEWAYS, PADS, Tit'I L. U I L D I NG JE fC Y (�E D E TA I ` - 4y - � oaAelNc REr �i REBELIL.E 2309H SERIES, KENALL, nESIG NPLAN OR APPROVED VAULTS, PEDESTALS, - 1 N T E R F A C E ENG I N E E R I N G SUBSTITUTE, ETC. FOE? COMPLETE SEPVICE TO h -� SCALE --- - - Constulting Engineers �� ALL BUILDINGS. COORDINATE Contact• LOCATIONS OF EQUIPMENT WITH OWNER, ARCHITECT AND SERVING Ken Spencer 6542 SE lake Rd. UTILITIES. J Project: M1146 k, OR 97222 ! $03.6".6314 FAX t 1 1 5715916 116 3 Hail Blvd FILE: 01i4E11 EbIT. 05-17-01 • 011:39 BY KEN PLOT:05-17--01 • 08:39 2001 -0164 50�,�.9p2y FAX • 0i-00012 BUP2001A015pH52n5 51 of 65 Cm IIIIIIIII IIIIIIIII 111111111 Ilitlllll11IIIIIII !i'liitit1il' Nil' ilillllfiil Ij' li I�'I lii ;llllillllll I III 11111 11111111 II IIIIII IIUIIIII IIII�III 111111{ I II1111111 Itillill IIIA IIII 1111 IIII IIII Ilii Ili! IIII IIII IIII Ili! Illi IIII !111 IIII III! IIII Ilii e � � I � � • � 6 � e s� Ilq 1 1 IIS 1:7 II4 IIb I� I e�I� i a op �■ O 2l Jz>t Std Ni4 RS S 27 A 29 30 s Keil� k>;►ie { , y F77 y. ----------------- "tom. • _ .. c a Y.., ._-.... , M 5 `I rr"J. ye/> SII � ,',• . l� I C jSrU Q � i ■ IZ O� R zI— �• ^11 W 1 ph ui _ CCF.SS ROAD TO ST. JA MES "PA R TMEN T S WwTAR. SEWER H--"7`---^-. ---191 y NO I- RIM-191 44 = • CURBING E OUT-184 59 Q ��.r` '93--- — - _•_._�-_..._--- .._.._ ..V- --196-.,� _� ..,�� \� RE7ANING L U� Al �5T �.. UST .. ..'�►.• ,.�/•"„ ---�97•-•-^ -_ \SIGN'-:\ URB rk 'p�a:�i 1131 ..-...�..--�-... .. .-..-.-.,,,•.,,^._.,...• ".._.,�`� '`"",-----�_—_•�.__ //"_"'"_ tom.-----...,_,_.._ � 1��i� \. ,� ^.i9A .. � T CATCH BASIN „•`ter-`-'�-"� •^'.��-YY,��,•. N Riu - t94 t!+ 3p OGUS �• R• ,,�1� �� -T r 94 URE/ -EDGE-, S 1!0 42 00 214.40 �/ it our - 192 41 1 DR. O c1 UST ¢ ^ `�.._ -^� ✓��r AURES NEOCE �AUAE� - .' -G le' Csv N EDGE 36 Re, .�-^'-''''•� �.r. �•� �. .. �.� SCALA = 2��, 30' OUST - �) GR.i p � a CONI I I M ENT ' -----__ _ NOTES .4 26; 1. BOUNDARY DATA SHOWN IS FROM PARTITION PLAT 26R:�� A �n� E" NO. 1998-038. O r• f 2. ELEVATION DATUM BASED ON OREGON DEPARTMENT ` 98 M ! OF TRANSPORTATION BENCH MARK LOCATED AT � 4- THE SOUTHEAST CORNER OF S.W. HALL BLVD. / / OVERCROSSING OF HIGHWAY NO. 217. ' j„ ELEVATION 229.69 C 6 3. ELEVATIONS SHOWN AT CURBS ARE AT TOP OF CURB. a ~~�.-/� � t.R.,�� Rte.- S K %_ '"_p'.._-_..��_ • �I It 1 �: _ '�� PP 4. WATER SUPPLIED BY TUALATIN VALLEY WATER DISTRICT. 5. STORM DRAINAGE IN HALL BLVD. ADMINISTERED BY OREGON DEPARTMENT OF TRANSPORTATION DISTRICT 2A. • r � 9A� 7 111MILL J AbFA = v1V ' L E G E N D ENCROACHMENTS � — •1b `"� A"` aol____` �6 "E 1 • FOUND 5/8" IRON ROD EXCEPT AS NOTED. LS Pb uw, lQ E \ �� F�ry g BR: AR OR•�` DR,1 RUNE q,)r O HANG\ 5 / .i AR ` 1' i " , FAiE OF WALL b' le O'H..NG Atiry DR TREE DRIP LINE RADIUS. E CORNER / I4 i� _ "`- G EX15 i ING GAS LINE. s �R:�UNE I me= MB MAIL BOX. PR / VA TE DR / VE �-- OP OVERHEAD POWER LINE. - _ - `� `•` 4. PP POWER POLE. SS EXISTING SANITARY SEWER. ST EXISTING STORM SEWER. W EXISTING WATER LINE. O I • WM EXISTING WATER METER. 'x c �v !I TOPOGRAPH[C SURVEY MR MIMI Rt11nl�IT _ Or PARC�d a • R, ti�/RA! NO. 1019-ON CAR001 a" 0I HOARD, CMM 0/ FAMMM. ITAll OF 0RRCON ji F p� AS NOTED W.B.e WELLS T p"upl tc sURvaY JIM souRao wmo>pum T� OgOC10tew, Inc. OF PARIMAt 1 Al S. PARMIMN PEAT No. 1eM-Gee MrE. piftiM k tt�r `r 42.10 MORMEW iRU1f1RT STRW ff.UATO Of 11Q = 1/4 OF M"ON M. T 1 S, R / A, 1.1f. scut r-r PIIOI[ (50.1) 2S4-5999 Eti:' 204-E630 i'RI NO 0!-Iq wv r. PORTL,ANO, OREGON 0721 J CT Y OF f70l11ly, t�0IJN7Y 0► RAdBIfYRTON, SfA1E o► ORl00N ? ��r'• r �' N a DRAIMNG RFF 1x)00 I '1157/59161163 Hs11 llh d , e 01-00012 BUP2001-001501152115 clol 52 of 65 k ■ irrrr �A�Y�Iwt■ii4...�.•.•..�.ri - • IIU'tUl Impli Ilit Illi 1111 IIl; /III 1111 illi-1 111 sill Iifi Ilii III /III ill Illl�lllt llal II o Clll L ( I I I I I I I I i Ili llllllliilllillllllll IIIIIIIIIIIIIIII I/�flllltl (11 11'1111 1,II,Int Illlllllllll lllflllll IIIIIIIIII111111111�111111111 11111111 II t III II II { Ili iLllllli �r "� > Z - rd a„1 Id! 1 tr I- I 15 27 29 Q 30 1 ,� °Sr i 1 t➢-1.,f + �T 4tY!',d k�'r' - ;M+ - 4 i . . .- k a " • ^rrii', • PROFF� og �°th�e 44 b t9t80 'P sC,4LE- 1 "-20' EROSION CONTROL NOTES 20 f I. APPPOVAL OF THE EROSION CONTROL ELEMENT DOES NOT 10 5 0 ZO DES GNTUTE AN APPROVAL OF PERMANENT ROAD OR DRA I NAGE ENGINEERING y '' D►� 222 NW DAVIS ST EXPIRES 2-3t-Ot j .�:-�� -_________._- - - -- -- - ---.,,,��•„�-,, ----�''� �-- 2. IMPLEMENTATION, CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF ALL EROSION CONTROL MEASURES IS THE SUITE 403 .,ACCESS ROAD TO ST. JAMES AFAR TMEN TS --- -�9` RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION PortlLnd, OR 97209 � IS COMPLETED AND APPROVED AND ALL VEGETATION/ ( 503)IS ESTABLISHED. (503) 225- 16 79 61 3. THE EROSION CONTROL FACILITIES ON THIS PLAN MUST BE - _`YlFfl4� • �iJ CONJUNCTION ONJUNITION WITH ALL CLEARING EARIN G AND'W 93 CON TRICT�� GRADING ACTIVITIES TO ENSURE THAT SEDIMENT-LADEN I-- 192 ,y4 _ ---------- _ __ _._r------•------- =-.� `��- WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE w r--I03' APPLICABLE WATER STANDARDS \ f th,:Efi'BARf�lER � �:^ 4 pl;R I NG THE CONC�TRUC � ION PERIOD, THE CONTRACTOR SHALL J -- ,s4 UPGRADE ANO MA!NTA I N ALL EROS i ON CONTROL FAC I L I T I ES AS 04 ,-__ 30 LF I' RET. _ (ryp' L 60W TJ>3.�0 _ NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE • __ `--------- KEY STI*E W/ - THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. U T,0W 197.4 O 5. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED DAILY .�,.. 94 BY THE CONTRACTOR AND MAINTAINED AS NECESSARY T l I- - -- ,}gg;gQ OVERFLOW, � ! �- ENSURE THEIR CONTINUED FUNCTIONING. W W L L TYP: --I 14T:k' _ 6. DURING INACTIVE PERIODS ON THE SITE THE CONTRACTOR • r � BOW 198.9®-' 5 MUST INSPECT AND MAINTAIN EROS!ON CONTROL FACILITIES U P rn rn A F 9 8 I 5 - I. %i.30 STORM EVENT. g . • �9 ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A -- -- aMT 196.50 I� ! '' , Q `VyJ ,Ise Q 7. A. NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE 0 y ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN.� ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE A - ! -- -- - a6/ J� I , CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL 2 196.50 / 1 _ NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM a ' 196.b 197.63 /9�•_______ SYSTEM. C 2. 1 INLET ARR I ER fi , _ _ _ Is° 198.2 ° q� - \9-I `I 8. STABILIZED CONSTRUCT ION ENTRANCES SHALL BE INSTALLED TYP. AT THE BEGINNING OF CONSTRUCTION AND SHALL BE MAINTA IrIED -- -,-; 90,3 19812 i 8.3 = I/1./ Co FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MUST BE TAKEN BY THE CONTRACTOR, WHEN NECESSARY, TO ENSURE THAT ALL. EXISTING PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 197.E -198 5 197.5 L - /' 197.50 i- i01 00, F `-- .` _ _ 9. HYDROSEED MULCH AND FERTILIZE L I Z_ A I I g �E: LL DISTURBED GROUND NOT rn -, 0 196.52 --_---1 �°' RECEIVING HARD SURFACE AT THE EARLIEST POSSIBLE TIME. 1 7.54 "- _-�= � ---.---- 19$•15 " ' USE SEED M I XES AND RATES AS PER "EROS I ON CONTROL PLANS: 1 I �� J TECHNICAL GUIDANCE HANDBOOK" PRODUCED BY THE CIT OF cX wI -- PORTLAND AND WASHINGTON COUNTY. 98.50 L197.7b - 'Q9 A00 ^i. Q I 10. CLEAR PLASTIC SHEETING SHALL BE INSTALLED ON AREAS SEEDED B - . i98'8` II_ - �" i BETWEEN NOVEMBER I AND MARCH 31 AND WILL REMAIN UNTIL TREE TO BE I' --� " �' -- T VEGETATION 1S FIRMLY ESTABLISHED. "`•* t , aft >}r PROTECTED ;.- -_: + I - TYP. / LL - 1 3" OF CLASS "B" ASPHALTIC CONCRETE -7 1919. � .:.�� `� 5._ ._._� ____ � E..•....�.,� i ,`�, 4 , 200.22 '' 200. 14 � '..: :, I 199 - • J CONSTR_ U_CTION 20 5 C2. I ENTRANCE (TYP.) \ /- �.�....__------.- --�- __.------ ------ PR 1 VA TE DRIVE / 6" OF AN APPROVED--�- '� TREE TO BE I -X"-0" CRUSHED AGGREGATE ..•. .-- . .�:...,:./ I I � PREPARED GRADE PER PROTECTED (TYP.) �2 I WOVEN GEOTEXTILE FABRIC ---� GEOTECHNICAL REPORT FILTER USE STITCHED LOOPS FILTER FABRIC MATERIAL FABRIC OVEN 2"x 2" POSTS 36" WIDE ROLLS NOTE: MATERIAL VERIFY EXISTING PAVEMENT SECTIONS PRIOR TO CONSTRUCTION. - IF EXISTING PAVEMENT SECTION IS DIFFERENT THAN AS SHOWN ABOVE, NOTIFY ENGINEER. tO io FL')W N PA YEMEN T SEC T I ONS N.T.S. 6 MAXIMUM SPACING SECT ION A-A FRONT VIEW SIDE VIEW _ DITCH INLET ANGLE BOTH ENDS OF FILTER FABRIC AREA DRAIN ° P�o P°� \�S� FENCE TO ASSURE SO I L I S TRAPPED OJ M�� . S R PQP 0 NOT MAY BE USED SHORT TERM I. BURY BOTTOM OF FILTER FABRIC 6" W/ UT I L I TY WORK AND W •, • , VERTICALLY BELOW FINISHED GRADE• PHASING OF DEVELOPMENT A A mo INTERLOCKED 6 ° 2"x 2" POSTS 2. 2"x 2" FIR, PINE OR STEEL FLOW RAD I US = c >e FENCE POSTS. _,„: n AND ATTACH �L 25' MIN. ' 9 3. STITCHED LOOPS TO BE INSTALLED / • ' a F� �� DOWNHILL SIDE OF SLOPE. CLEAN PIT RUN OR 2"-MINUS GRAVEL-----/ �0.1�� CAROM 4. COMPACT ALL AREAS OF FILTER FABRIC SUBGRADE REINFORCEMENT P �0 F,S TOP VIEW TRENCH. GEOTEXT 11_E, AS REOU I REG } PLAN8,. M !N Pic 5/18/01 DEPTH U SED 1 MEN T FENCE . I CATCH BASIN i .. C2. I N S 20 MIN. OR SINGLE FAMILY AND DUPLEX RESIDENT `gar r- rw r s 2 TEMPORARY B 1 OF ; L TER BAGS 3 GRAVEL CONSTRUCTION EN TRANCE C2. 1 N.'. .S. C2. ! DRAtMNG Rf r 0000 N.T S y{,yy 1 01-00012 SUP2001-00150/"10S2 5 111Sf159161163 HA-1 Bld '- . .: 2*1 53 of 85 I.E TV STrfafi> .�II�IIgtIIi�31I``i�t��nt ti►�Ilu�ul,ilt►�iell�I�ti+iul�titl`n�t�nt�i, t�tnll� tt�lit Mil I �lio�n""` It.h>w g i►'� n �t�'i ul Inliilellll�I1�'tI1�Ini uitlt n+lu��nii tl�lliiu uIIII nitlnlnll Iuliuli u STM i s� �F �r i► `�� 0 Atf.w�w lYlrw� r rr� 10 1 �Il�ltll ilillllli1i11 1111 I IIt1111Q'9llllt3n , 7779_1 r - r r7" �"t•N ,� I �e � fr r u 7 n b. S �'I • S , dr nr r 4 r'CLRA PRD 1' .19 60 2 CATCH BASIN STORM �\ GENERAL NOTES 1 FILER (2 FILTERS) G 0 ,I QWA=0.049 EFS � v C4.2 I. ALL CONSTRICTION SHALL 15, 17 LF 12" \ THE PROJECT CONDITIONS OFNAPPRO FORM �LCUNIFORM URRENT SBUILDING CODE APPENDIX CHAPTERTANDARDS AND SPECIFICATIONS Y33F TIGARD, ENGINEERING 1 EXCAVATION AND GRADING, THE AGREEMENT ALLOWING DEVELOPER TO CONSTRUCT PUBLIC - -- S=0.003 222 NW DAVIS ST EXPIRES tit-31- 1 ' IMPROVEMENTS, THE UNIFIED SEWERAGE AGENCY. SEE SPECIFICATIONS PROVIDED. t 2. ALL UTILITIES SHALL BE CONSTRUCTED TO MAs[ER PLAN SPECIFICATIONS. SUITE 403Portland, OR 97209 a 3. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION (503) 225- 1679 -' U CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0080. COPIES Cc 1 A F- 91 8 5 ( SEDIMENT MH ~ ' OF THE RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503 232-1987. IF Y RIM 196.90 L IE IN 2 46 ( ) YOU HAVE ! 4"R 195.5 � ------ � • ' I E OUT 92.46 0 QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE I ( CORRECTED AT THE PERMIT HOLDERS' EXPENSE. I I N 192.80 30 ' I i5 ! a" SD I, ,a I IMNI9920 IY J 4 RD 19�r.5 it 4 TYP- I I OUT 19?.80 12 15 LF 4" D I 5=0.01 (MIN) SUMP I E 189.80 4. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING SEDIMENT TRANSPORT WITHIN THE PROJECT ♦ N i 5 I C3 1 I OUT 192. (� LIMITS, USING RECOGNIZED METHODS FOR EROSION CONTROL AS APPROVED BY THE CITY OF TIGARD S-0.010 IN) ��TYP-I� AD RIM) 197.5 :1 .8 LF S-0. 5 AND THE UNIFIED SEWERAC;E AGENCY L110 WASHINGTON CO. S" co 6" CO 1 I E 194.5 2 LF; 6" SD TSP - 1 E 194.34 ' Ilr 194.24 S=0.010 (M I N) 1 I 5. THE CONTRACTOR IS TO LEAVE THE PROJECT FREE OF DEBRIS AND UNUSED MATERIALS UPON ~ • �L_ - I E 193$0 �.� 'C - - CB (SYPH ) 2 �J COMPLETION. U -A ►. r I E ~ r'! RIM 197.5 ,� 0 N w I I : I� �,. _-j , , I E 195.00 6. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE UTILITY SYSTEMS SUCH AS w L�-._ �_ 1 3 6" C3'1 Q POWER, TELEPHONE, GAS, CABLE TV, ETC., WITH EACH INDIVIDUAL UTILITY COMPANY, PRIOR TO 1-- FINAL M I 5 LF �L_ �_,' _ ! S=0.010 IN -- "J4.0 LF II =- --- , ___-_ ( ) INSTALLATION OF THE SYSTEMS. u AREA DRAIN' SWO.OM3 5�8"LF-$u __ _ --- - - 73.8 LF 8 S=-0.003 _ ,��,-��..y I- r S� ___ ____ ___. _ - �-:�� 1 7. THE CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING PUBLIC AND PRIVATE UTILITY LINES AND _ • RIM 196.00 I , _,. N OTHER PUBLIC UTILITY STRUCTURES. THE CONTRACTOR SHALL RESTORE ALL PUBLIC PROPERTY 'f0 IE 194.50 1 4" RD 196.50 �'"' ) -� 4, RD 196.50 - I _ • , ( ITS ORIGINAL CONDITION UPON COMPLETION OF W0�'K, �) 4 LF 6" S-0.01 'i i L_r Q = I 4 LF 6 S-0.010 i II _ I - ° 8. TEMPORARY EROSION CONTROL METHODS MUST REMAIN IN PLACE AND BE MAINTAINED UNTIL f I M 197.50 / " - I " f •• PERMANENT EROSION CO3N i,2nL METHODS ARE IN PLACE AND OPERATIONAL. 0 I E 194.35 r _ v 1 0 '�'y.F- 6" Su ! C AD RIM 197.70 M u 9. ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETATION AND OTHER DELETERIOUS 1S�40.010 4„ �CULI,§-Mb I 195.00 • • MATERIALS. ALL SUC l MATERIALS SHALL BE REMOVED FROM SITE AT THE CONTRACTOR'S B ' I EXPENSE, _ �� 5 LF 6• s-o.o 10 - --- �i _.__ o M I ui pe) l - ALL NONMETAL_IC SANITARY AND STORM SEWER SERVICE LATERAL PIPING SHALL HAVE AN A 1 �K29.3 F 6 -� ELECTRICALLY CONDUCTIVE INSULATED 12 GA. GREEN COPPER TRACER WIRE THE FULL LENGTH OF SC L£ 0 (SYPHON) II 5=0,004 I THE INSTALLED PIPE. O I M 197.70 TYP. �` 4 Z _ 11. NO MATERIAL SUBSTOUTIONS OR DESIGN CHANGES SHALL BE MA WITH ' _' ` � � O I E 195.00 � _ `' DE OUT PRIOR PERMISSION OF D 10 5 0 ?Of On THE ENGINEER AND THE CITY ENGINEER. C3.1 s 12. A FULL SET OF THE APPROVED PLANS WITH ALL CURRENT REVISIONS AND AMENDMENTS SHALL BE II 6 LF S-0.010 4 RD 146.50 1- 1 IE 6. 0 . 'f -' , -.-- - - -------'--- - - � MAINTAINED ON THE SITE AT ALL TIMES DURING CONSTRUCTION. 3 LF 6 S-0.010 (MIN) �•• -� 13. ALL FILL SHALL BE PLACED IN 12" LIFTS ANO SHALL BE COMPACTED TO AASHTO 957, [1ENSITY. ' THE CONTRACTOR SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL FILLED LOTS TEST 98.6 LF ��`""'"r REPORTS SHALL. BE SUBMITTED TO THE CITY AND TO THE ENGINEER, PER THE GEOTECHNICAL _- ___ .___ __ _ i ___.__.____ __ ._ _ _� T-._ �0� �_ �______ _._•_�---_, _ ENGINEERING REPORT. 6" CO TYP. •) I I E 195.79 AD R I M 198.00 RISER - __. . ',,,,..,_ ,,_.� ,,..----r---.:- -•*-! �_...�, ..._ _._AD 1'90:00 - - , . _ C3.1 '' Rl M 20�:�b i' 3 LF 6" S-0.010 (M I N) I E I N 195.30 RISER STORM SEWER NOTES �,_ .: . -I E- OUT 193.30• , .� .:��. _ -RIM 20 I:00 __._``�`" O WAl•cR DETENTION/CONVEY 1.--� �~�---`-`�_• SYSTEM 200 LF 30" SD 2 .� �� PRI VA TE DR / VE I E I N 193. 17 CAPACITY 988 cFT I E OUT 193. 17 1. ALL MATERIALS, 'rNSTALLAT I ON, TESTS AND INSPECTION SHALL BE IN ACCORDANCE WITH CITY C4.2 OF TIGARD STANDARDS, UNIFIED SEWERAGE AGENCY STANDARDS, THE OREGON SPECIALTY PLUMBING CODE, STANDARD DRAWINGS AND SPECIFICATIONS PREPARED FOR THE PROJECT. , h 2. STORM SEWER r 1 PE SHALL QE rOLYV I NYL CHLOR I GE P I PE (PVC) ASTM D3034 FOR COVER NOT w '� LESS 3', C-900 FOR COVER 1'-3', AND D. !. FOR COVER 1 '-0.5' OR EQUAL AS APPROVED BY THE CITY OF TIGARD, UNLESS OTHERWISE SPECIFIED. • RETAINING WALL 3, IMMEDIATELY AFTER COMPLETION OF BASE ROCK GRADING ALL MANHOLES SHALL BE ADJUSTED SO �.., OVERFLOW FOR TOW 197.40 THE FRAME AND COVER IS AT THE STREET FINISHED GRADE. PARKINS DETENTION PARKING DETENTION BOW 196,90 TOP EL 197. 10 SEE DETAILS I OVERFLOW CUT 4 1 NLET LATERALS SHALL BE PLACED VERT I CALLY TO AVO I D CONFL I CT W I TH WATER MA I N AND 4-j AREA 2420.60 cFT THIS SHT I ' WIDE CONCRETE IN RETAINING WALL SANITARY SEWER INSTALLATION. LATERAL PIPE WITH LESS THAN 3 FEET OF COVER SHALL BE CAPACITY EFT / EL. 197. I 0 1 - SPI�_LWAY W WINGS DESIGNED TO WITHSTAND LOADING. co 5, WHEN EXISTING FIELD DRAINS ARE ENCOUNTERED, CONTRACTOR SHALL CONNECT THEM TO THE NEAREST CURB INLETS OR STORM MANHOLE USING MIN. 6" DIA. PVC ----•••»�•- -- I ' OVERFLOW g CLEANOUTS SHALL BE PROVIDED AT 100 FOOT INTERVALS AND AT HORIZONTAL OR VERTICAL p 4 WALL CUT EL 197. 10 WATER QUALITY - (CUMULATIVE).� R ALIGNMENT CHANGES EXCEEDING 45 CUMULATIVE . NO 90 ELBOWS SHALL BE USED. ALL. PIPE CB R I M 196.30 WORK OUTSIDE THE PUBLIC RIGHT-OF-WAY SHAL! COMPL" WITH THE UNIFORM PLUMBING CODE o AS ADOPTED BY THE CITY OF TIGARD. �- �.- i ;; • . 5 0 VERFL 0 W FOR PARKING DETENTION N.T.S. (SYPHON). RIM 196.5 IE 194. 15 15 IE16" S-0.010 „ J 24"- X 8" CONC. COLLAR •._ T` - STANDARD CAST IRON _ y FINISHED GRADE FRAME do COVER ADJUST COVER TO STANDARD CAST IROr °'� � g "'�"" °�'�� •• PA r/ED AREA`'_ OUT OF PAVED AREAS � FINISHED GRADE FRAME AND COVER INCLUDING ASPHALT GROUT- 2" MIN. AND PORTLAND - PA RK I N G DE T._ N T I ON SCONCRETE URFACES CEMENT 6" MIN. -- --.� •. 6" MIN. 6" MIN. 6" MIN. SCALE: I "-20' W/ BICYCLE LE BARSA� _-J �. I I I N 12" GRAZE '/\\\�/\\\' ��- SPIPE HOWN ON AS PLAN HINGED CLEANOUT % / /j,/� / NATIVE BACKFILL 1 OUTLET /%/ COMPACTED TO 9OX COMPACTED FILL - �i\%\�/\ °Co° / p 45' BEND �I I� COMPACTED FILL -� 45' BEND /\�/\\�/\ °u° o°o /\/ v v - I LI I I 45" BEND STORM SEWER OR FLEXIBLE SIZE I?ER PLAN CRUSHED ROCK OR SAND/ / $°�° O \/ 1 - ~ COUPLING ---- \/\\/\\: WYE BRANCH - I I I- COMPLYINO HATH (_1 ° o 0 WYE BRANCH -,�� B m 6" MIN. C�OEMPACI� TO SECTION 02200 c � //\\�i\\j ? =I I-I I =1 •� •, t"-O" ROCK BACKFILL __ N_ N PIPE SIZE AS / \\' p N --III-I �m o` CRUSHED3/4--0" ROCKBACKFILL / / a i- - I- SHOWN ON PLAN ° 0 �� --' - - CAR001 o�'- a \ \/ < _ PROVIDE do SECURELY o " o \/\' m N o tr _ _ o _ = ,, _ INSTALL PLUG W/ RUBBER C14 of ,�, ° /�\\/�, .III-1 ,e- -`I 1�=��` 1=1 RING GASKET a 5/18/01 III. �_I I I�III_ II-I I it I ; I 1=III PIPE AS SHOWN -- LENGTH VARIELS ON PLAN 24" SQ. 10 GA. OR 1/4" rn " IE AS SHOWN PLATE INTERIOR do Ft_C�W- THRU END-OF•-LINE _ NDS 12 CATCH BASIN ON PLANS EXTERIOR PAINTED PIPE BEDDING W/ ASPHALTIC PAINT (iRAVMNG REF Of100 - 2 SYPHON CATCH BA..�IN 4 STANDARD CLEANOUT AREA DRAIN 3 P IPE BE DD I N G AND BA CKF I L L •1a,,;,: •� , : x4 ,u � C3.1 NOT 0 SCAT. C3.1 NOT TO SCALE (:3.1 N.T.S. C3.1 N T.S. P" 11157159/61163 Hall Blvd ~ 01-00012 BUP2001.001501152'15 C3*1 --- 54 of 65 1111 1111 1111 1111 11 i II 111 �1I1 1111 111y!TILL I't W ... wl...r ,» sYai ., .:�n. �O�RY��' CRI I ( I � � I � I � i I . , 111 1111 III1u111i1111 II�I111 1111111! 11111n1 Iillllll 101111 ; 111 I1111n11 ui1�1u1 lill�ilu� IIIIIIII Illlluu Illlllul I�nlilll 1!1111111 i��, Biu InIIIIIi IQmm wl GII 1�0 1 1 II18 1� 14 tla II7 I�0 110 O ZII 2i2 ?:� 214 A16 �18 217 21e 219 310 a 00 _ p .t a i •4 ..: ,' ,. - y., �.:, ....:u,.. ,.,r. .. ,.v .,,,�s � t a,r'W 9 . .':a^n rta tN• .y„ra. - - b / � w . a '�. �>''F.'y1au�¢are,r, m.+ 3aas::.r�a, yrs•4r+. ,>r, ., 7 •r ^', ... PIS d 4p� ..{Lb y ` 1 w 0 _7 PA0A SAN I TAFRY SEWER NOTE C19160 5 I � � ALL MATERIALS, INSTALLATION, TESTS AND INSPECTIONS SHALL BE INA ACCORDANCE WITH THE CITY OF TIGARD, EN �� ' -��,�-�-�•,-„-,-;,T�,.,:,:.,.�,�----- �_____�______ -��:__�?�_ n7 2. GRANULAR BACKFILL WITHIN TWO FEET OF F I N t SHED �NG R� GRADE SHALL BF COMPACTED TO NOT LESS THAN 959 ACCESS ROAD TO ST. JAMES APARTMENTS RELATIVE COMPACT I CSI AS DETERMINED BY METHOD "A" X22 NW DAVIS ST I EXPIRES t2-3,-ot� OF AASHTO T99. BACKF!LL MORE THAN TWO FEET FROM SUITE 403 FINISHED GRADE SHALL BE COMPACTED TO NOT LESS Portland, OR 97209 THAN 909 RELATIVE COMPACTION. (503) 225- 1679 �""' `E • .+ �42a(e>t � �_'-1�-'�.rl:�'-L�-'-! - �. =` �` - '�.-.._.c<4.... ^._._[:: .l.:.sl, •�_ ��_.: i=•_.-_.�__�,tctt�.�.,� U a 3. SANITARY SEWER MANHOLES SHALL BE TESTED FOR ACCEPTANCE IN ACCORDANCE WITH CITY OF TIGARD ANDO- USA SPECIFICATIONS. SANITARY SEWER MANHOLES < SHALL BE VACUUM TESTED. - q • :4 i i W r, 4. THE CONTRACTOR IS TO NOTIFY THE CITY OF TIGARD 48 \ ' HOURS PRIOR TO 6EGINNING OF WORK ON THE SANITARY ♦ LL N SEWER SYSTEM. t •� I I � 5• MINIMUM SLOPE FOR SERVICE LATERALS SHALL UE 0.02 Z FT/FT UNLESS OTHERWISE SPECIFIED. U 7, N i �,,., _ 1 • f, 1 � 6• VERTICAL AND HORIZONTAL ALIGNMENT FOR SERVICE W LATERALS SHALL BE ESTABLISHED AND MAINTAINED IN A F- M MANNER CONSISTENT WITH THE INSTALLATION OF I d _ � MAINLINES. - J -� I I I ! 7. SAN I TARY SEWER P I PE SHALL BE POLYV I NY LCHLOR I DE ~i I 9 I 8 P I PE (PVC) TYPE: ASTM D3034 SDR 35, MA I NS AND U „ TYP. ' LATERALS FOR 6 SS 0 4 - - - - „ I COVER I '_ COVER 3 , COVER 3 I TO USE C-900, I E 194. 0 SS CO 111 592.78 S co C3.1 __.. - _- ' I �1. t J 0.5 TO USE D. I . U Q R. CON. 1 195.0 1 8. ALL SLOPES L I STED ON SEWER PLANS ARE FT/FT, NOT %. a 4 `t CONNECT EXIST I LF S-0 20 MIN ,, R .,w SS co _ PUBL I C SA I SEWER ,, _ I E 189_2 I 6" LAT CO fIJECT I ON ' - _� I E 185.08 ; SS 28.0 LF 6 TO CON R I _�_r --- - , VERIFY E STING PRIOR WA TER L I N E N O TES I «--- -..ter .....;: .••-_--,.„°'s-r,;,, „r -. __-_ 60. LE_6_.-.._ 6.8 LF 6" �'' T I ONO - 4 I 4 i E' 196 COI i� ' 19 9 � i;l `x1 • iI. ALL MATER I ALS, I NSTALLAT I ON, TESTS AND I NSPECT I ONS SHALL BE COF-F-F � I I r ^ IN ACCORDANCE WITH THE TUALATIN VALLEY WATER DISTRICT � - I -� I �� I , C3.1 28.7 LF 6 f o II _ 11C& 4 SSC I E J I 6.0 C3 2 ' �' (TVWD) STANDARDS AND SPEC I F I CAT I ONS. TYP S-0.010 - ( 0� WV LF S 02 MIN i !I S "" ;I I I _ FIRE PARTMEN I ;; 4 rJ -- - - 2. ALL PIPE SHALL BE CLASS 52 TYTON PUSH-ON DUCTILE IRON PIPE. 10' MIN 45 r BEND 1 CONNECTION (TYP I C4.1 C4. I ALL FITTINGS SHALL BE MECHANICAL JOINT UNLESS NOTED _ ` _L.__ FIRE HYDRA 3 i OTHERWISE. 4" SPR. CON. •-- Z.LE, ASSY (TYP.) _ I WV , I I 6" HOT TAP TO I2" _ _ EXIST PUBLIC WATER LINE 3• ALL TRENCH BACKFILL 1N ROADWAYS SHALL BE CLASS "B" GRANULAR, -- I PLACED IN 8 INCH LIFTS AND COMPACTED TO 95% RELATIVE E f "1:` I 6" GV (W) AND THRUST BLOCK LOC MAXIMUM DENSITY AS DETERMINED BY ASTM D2049. �� --= ill I- -��__ 7b.6 LF 6"W i VERIFY LOCATION AND SIZE �LL B " S CO , lit �'� F • It /. �I I 44 PRIOR TO CONSTRUCTION 4. MINIMUM HORIZONTAL DISTANCE BETWEEN SANITARY SEWER AND / WATER LINES SHALL BE IU FEET. MINIM ! y-- I E 6.0 it 4" Sh'!�!.0014 I I G.4 LF .3"W t •f I� , UM VERT I CAL SEPARAT I ON 1 - j Q W V D I i =r�- -z. - I,. SHALL BE 18 INCHES. MINIMUM COVER SHALL BE 36" ABOVE WATER 3"'45° BED 5 j S s I�; SAWCUT EXT T AC AND LINES. O PATCH AFT CONSTRUCTION 5. F I h� HYDRANTS SHALL CONFORM TO AWWWA C502 AND TVWD THRUST BLOCK TYP C4.1 (MATCH EX T GRADE AND SECTION ) STANDARD SPECIFICATIONS AS FOLLOWS: I 1 LOCATE AND P TECT HYDRANTS. FIRE HYDRANTS SHALL BE NOMINAL 5 :- INCH t•:4A I N v EXIST UTILITY , VALVE OPENING WITH 6- INCH BOTTOM CONNECTIONS AND EQUIPPED WITH TWO 2 -- INCH HOSE NOZZLES AND ONE 4•_- INCH PUMPED '._ - '-_- ._.-_.'---__• -- --,_..__ >•� .w ...a �.�`- �._ s �� ..�- �� r �� - ' -III_ _ �T••- �.._._ �I NOZZLE. OPERATING NUT SHALL BE I INCH NATIONAL STANDARD ,� _. .-_ . PENTAGON NUT. THE MAIN VALVE Sl 4LL BE EQUIPPED WITH ' O-R I NG SEALS AND SHALL OPEN WHEN TURNED TO THE LEFT OR k I COUNTERCLOCKWISE. HYDRANTS SHALL BE OF THE BREAK-FLANGE OR PRI VA TE DR 1 VE ' SAFETY-TOP TYPE. HYDRANTS SHA' CONFORM TO AWWA C502 AND THIS SPECIFICATION. THE NORMAL DEPTH OF BURY SHALL BE 4 FEET. NOZZLE THREADS SHALL BE AMERICAN NATIONAL STANDARD. . f Y�, t THE INLET CONNECTION SHALL BE MECHANICAL JOINT, r4 SCALE: 1 =20" HYDRANTS V �•� r ( SHALL BE YELLOW ABOVE THE GROUND LINE. HYDRANTS SHALL BE v KENNEDY K-81 GUARr I AN, WATEKUI IS PACER, OR AN APPROVED ~� 20 10 5 0 20 I ' EQUAL.. BASE ROCK, SOLID PRECAST CONCRETE PIER LOCK HAVING NOMINAL DIMENSIONS OF 8- INCH THICKNESS BY 16- INCH SQUARE BASE. GRAVEL FOR DRAINAGE WASHED 3/4- INCH CRUSHED RUCK OR GRADED R I VER GRAVEL FREE OF ORGAN I C MATTER, SAND, LOAM, ' ° DOUBLE CLAPPER SIAMESE CLAY, AND OTHER SMALL PART I CLES THAT W I LL TEND TO RESTR I CT I I 6" DOUBLE DETECTORjO - -` WATER FLOW THROUGH THE GRAVEL. CHECK AUEM k CONNECTION (PIfC) CONCRETE THRUSj BLOCKING: CONCRETE FOR THRUST BLOCKING -- - , I r2N/�5 SHALL BE 3,000 PSI READY MIX CONCRETE. 6" TEE 4" 900 BEND I I I " I RR I GAT I ON �IC THRUST RESTRA 1 NT. THRUST AT THE FIRE HYDRANTS SHALL BE THRUST BLOCK THRUST BLOCK i METER o RESTRAINED USING MJ RESTRAINED JOINT FOLLOWER GLANDS AS 16" CROSS 6"x3" RED ER (S) MANUFACTURED BY EBBA IRON WORKS. SEE TVWD SPECIFICATIONS - 38.6 LF 14" W C-900 3" GV (S) 5 LF 3"W FOR DUCTILE IRON PIPE AND FITTINGS SPECIFICATION. 40.5 LF 61 6"x Ill REDUCER (N) - 4" STEEL PIPE , �� a 4 LF I W THREADED TO RECEIVE 6. WATER SERVICE LATERAL BY TVWD. W C-900 1 I� SIAMESE CONNECTION w COAL TAR COATED do 7• ALL ME14T I ON OF COMBINATION AIR RELEASE VALVES SHALL REFER TO AIR PAINTED TO MATCH AND VACUUM RELEASE VALVES. F L_ FIRE HYDRANTS 8. ALL WATERL I NES SHALL BE SUCCESSFULLY DISINFECTED AND PRECSURE TESTED IN #ACCORDANCE WITH AWWA STANDARDS AS ADOPTED BY TVWD 3" 900 BEND i Z PRIOR TO FINAL ACCEPTANCE. �1 4" 90' BEND = I ``- v THRUST BLOCK THRUST BLOCK � �~�• 9. THRUST RESTRAINTS SHALL BE MECHANICAL AND SHALL BE INSTALLED AT ° i 2" WATER METER O LOCATIONS SHOWN ON PLANS AND/OR AS DIRECTED IN THE F I ELD.P.C.C. FIRE LINE (TYP.) PUBLIC WATER I I (PUBLIC) I THRUST BLOCKS MAY BE USED IN COMBINATION WITH MECHANICAL EASEMENT I i RFSTRAINTS WHEN APPROVED. a r 4" 90� ELL NOTES: Q 2" DOUBLE CHECK j 1. DOUBLE CLAPPER SIAMESE CONNECTION SHALL INCLUDE +, I ASSEMBELY (PR I VA1 ) ' -- 4" STEEL PIPE 2\" PIN LUG SWIVEL INLETS WITH PIN LUG PLUGS do CHAINS. firs #r t 'r1 SMr l ° FIRE LINE THREADED OR WELDED 2. CONNECTION FINISH SHALL BE POLISHED. � C�� BOTH ENDS COAL TAR C4.1 , 3. BRANDING TO READ 'STANDPIPE' ON 4 CONNECTION AND - • , COATED AS SPECIFIED 'AUTO-SPKR' ON 6" CONNECTION. 5/1g/� U WA TER CONNEC T I ON DE TAI L S r FIRE DEPA R TMEN T CONNEC TION SCALE: I " - 10' NOT TO SCALE ' C3.2 x= o DRAWN0 REF 0000 c.a • r - C3.2 01-00012 BUP2001-00150/152115 11157/59/61/63 Hall Blvd }' 55 of 65 }} S '•:�....,,...,i...w...,.,. '- sa.:.r4•.,-....,.w,a•rlrrrrrrrorrirrNG �kilrvf/p�1tk.•„a1,. CRlllulllullliull!Iinllullinli�i�ulllui`ilii/ilul�tlnllllil►Inl�lullill�lnlin'lOuliu'I' illiillun�luilnnlllll I��nulllnllu �nnll111lllillin�lilullnllllnlil�lliinllnl'llulnnlllullnlltnlln I u gnu ►1 a 11 tO .IOM t} iZ I:� 14 �e �7 18 i!9 20 2! 22 23 24 25 2I8 27 28 2.I9 310 a „ 1" 2" 111,11114114111,1 08 e.. ; '�•' r f `1 .i t'. Yf 1 L v,� •31 ..i THRUST BLOCK TO TUALATIN VALLEY WATER TO LOCAL PLUNHI-y 12 �j,`(�G SEE NOTE 1 DISTRICT APPROVEDDISTRICT STANDARDS CODE STANDARDS wV i,,18160 41-Po •' Q RETAINER GLAND- BACKFLOW DEVICE 5' -y SEE NOTE 3SPOWE N TE I PE FLANGE COUPLING ADAPTOR ENGINEERING car 15. SE£ I�N7TE 1 � 1 I. D -- -- _ - -'---- ° 222 NW DAVIS ST \ `-7�� _ _ -� - - �ExPIRES 12-31-0---1 1 CUSTOMER SIDE -- SUITE 403 Portland, OR 97209 84- .ter '. . . ..•�: - (503) 225- 1679 METER SIDE - � RETAINER GLANDS0 .0 MIN 6 - (2) REQUIRED - Q - FIRE DEPARTMENT LADDER MEETING OSHA _ CONNECTION 6,_O„ 8„ REQUIREMENTS 7" MIN STANDARD COLLAR L1J SEE DETAIL 300 AND - -- PLAN SPECIFICATIONS --- I SEE THRUST BLOCK 2U0) ♦ C 1 PLAN - 3" MIN - 6" MAX- - -_._. .-- __ - _ C4•� AIN TO CURB OR NOTES, � ~ GROUND LINE STORM DRAIN " MIN- I. SEE DETAIL 101 FOR VALVE AND CONNECTION, O U ' - 24' MAX 2 PROVIDE A 3 FT CLEAR SPACE AROUND LU CIRCUMFERENCE OF FIRE HYDRANT CARSON METER BOX 1730D P15L (OR EQUAL) - ' _. - o _ W , 2" FEBCO MODEL 805-Y 3 M I N� 2 ` _ DOUBLE CHECK VALVE ASSEMBLY CLEEOPENED `ON C4 / 8.. (7� U (OR EQUAL) 12" MIN CLEARANCE ' -ir-� VALVE �- �_� �I 3,MIN BREAK FLANGE C�• 1 Q 6' MAXCL ' INLINE CHECK VAL'ftL, _,�,_ - Q - - 71 RODENT . 00 , CONCRETE BALLAST SCREEN SEE NOTE 2 STANDON' ........... _ y ' (TYP)STAN � DRAIN ROCK POCKET 12" MIN 4 CU FT MIN DRAIN TO DAYLIGHT OR ' ko -- SUMP Kw 1/3 HORSEPOWER DUCTILE IRON PIPE STAINLESS STEEL PUMP � ELEVATION SEE DETAIL 310 AND 320 Nt11'' (BRUSHED ROCK BASE--� �- 6" MIN. CLEARANCE UTILITY BILCO L.W. HAT( NOTES: ••.. _ 12'� �' h ELEVATION SIZE VAULT DOOR DOOR I. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH H NON SHRINK GROUT -" 3 660-WA J-SAL J-5AL 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU • N T E 4 577-WA J-SAL J-SAL YDS HIGH n BASEINSTALL VAULT WHERE FLOODING o tp,o INSTALLATION SHOWN IS ONLY A SUGGESTION. THE DISTANCE FROM BOTTOAA OF DEVICE TO FINISH GRADE, 6 676-WA J-5AL J-SAL 3• CLEARANCE BETWEEN WALL AND DEVICE 12'!1' MIN., 2 FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR EXCEPT S'!1' FOR 660-WA VAULT MEGALUG RETAINER ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. BRASS PLUGS 8 687-WA JD-3AL JD-3AL 4. THRUST BLOCK 1'-0' MIN THICKNESS GLAND CEBAA IRON) TO BE INSTALLED IN TEST COCKS OF BELOW GROUND INSTALLATIONS. 10 5106-LA JD-3AL JD-3AL 5• DETECTOR METER TO READ IN CUBIC FEET ONCRETE PIER _ ■ 'OR EQU',L' APPROVED BY DISTRICT ENGINEER BLOCK DETAIL No. j 1-1/2% 21' & 2-1/2" DOUBLE DOUBLE CHECK DETAIL No, FIRE HYDRANT DETAIL No. Tualatin Valle !later District CHECK INSTALLATION - B F 10 2 Tualatin Valley hater District DETECTOR ASSEMBLY B L Q Q LO N DEAD A Tualatin Valle llatlr District D ENL LINE 1 Q 2 OLYMPIC FOUNDRY VB910 (HORIZONTAL) VOLUME OF THRUST BLOCK c .� VALVE BOX AND COVER � BEARING-AREA OF THRUSI' BLOCKS IN SQ FT _ IN CU YDS (VERTICAL) CLASS "A" CLASS " WITH 'W' CAST IN THE W --' COMPACED NATIVE NATIVE MATERIAL --� FITTING 45' 22 1/2' 11 1/4' FITTING BEND ANGLE TEE 90' BEND MATERIAL AS -_ TOP SURFACE --� SIZE BEND BEND BEND SIZE 45• 22.5• 11.25' SPECIFIED i PAVEMENT i --- -- 4 L3 L8 1.0 1.0 LO 4 1.1 0.4 0.2 i - (� /4 HAND TAMP BACKFILL 6 2:8 4.0 2.2 1.1 - 1.0 6 2.7 1,0 0.4 ! - �1 AROUND TOP SECTION 8 5.0 7,1 3.8 2.0 1.0 8 4,0 1.5 0.6 - 4' MIN 12 11.3 16.0 8.7 4,4 2.2 12 8.5 3.2 1.3 N w 12' MAX - I w n 16 201 28.4 15.4 7.8 3.9 16 14,8 5.6 2.3 s n o 20 31.1 44.4 24.0 12.3 6,2 nw. w ~ a 61SCH 40 OR D3034 PVC 24 45.2 64,0 34,6 17.7 8.9 s• PIPE s' PIPE SPACER UD VALUES BASED ON AN PSI I LENGTH AS NECESSARY WATER PRESSURE AND 2000 PSF MI�� SOIL BEARING CAPACITY OPERATOR EXTENSION 1 (SEE DETAIL No 5) f i�/ f _ E (STING PAVEMENT TRIM EDGES TO �� PAVEMENT REPLACEMENT l SOUND PAVEMENT !MIN CLASS "C„ • I '�'- +. • '• ��! COMPACTED GRANULAR - - o.'•�• -- y /\� �' BACKFILL AS SPECIFIED ND TEE VERTICAL_ BEND FITTING ROD N \\�\\� SIZE SIZE EMBEDMENT a o NOTES /\//\�/\//. //\//\y i 4'-12' #6 30' w w 14'-16' #8 36' e a 1. VALVE BOX NOT TO REST ��/i�/��; •• .t. i\///i�� _ a ' ON OPERATING ASSEMBLY \j - 2. OPERATOR EXTENSION j�\/�; CLASS "E" REQUIRED WHEN VALVE NUT .�'• i >1 '\Y��%j NOTES: i�%�� COMPACTED GRANULAR I- O' --- ter• \�` BACKFILL AS SPECIFIED IS DEEPER THAN 3 FEET FOR THE TOP 12 INCHES /\/ 1) THRUST BLOCKING AT ALL TEES, BEND„ AND FROM FINISHED GRADE 4 � /� ENDS OF PIPING ' - ; \ 3. CENTER VALVE BOX ON \��\/� 2) CONCRETE BLOCKING TO BE POURED AGAINST AXIS OF OPER NUT C4' 1 UNDISTURBED EARTH % ' 1- CAROM STRADDLE BLOCk. 3> ALL CONCRETE TO BE CLASS 3000 �t m � SEE DETAIL No 200 a 8 4, PROVIDE 24' SQUARE BY 4' THICK 01 4) INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHE � p 5/18/ Y CONCRETE PAD AROUND VALVE AROUND FITTING. SECURE SHEET ENDS TO PREVENT a O 6 o 5 INFILTRATION OF DIRT BETWEEN SHEET AND PIPE w 1� BOX OUTSIDE OF PAVED AREAS FITTING PRIOR TO POURING THRUST BLOCKING w `4 I C4• 5) PROTECT MECHANICAL JL11!47 FOLLOWERS AND BOLTS a C4.1 ` 5. VANE BOX COVER SHALL BEA MINIMUM OF 2!4 ' IN LENGTH FROM CONCRETE WITH TEMPOARY FORMS AND POLYETHENE SHEETING SEE NOTE No 3 kg, TYPICAL GATE VALVA I DETAIL No. - DETAIL N x I THRUST BLOCKING L ° TREr�CH BACKFILL DETAIL NO DRAWING REF OWO Tn a9�inYalle� ater Ditttict SETTING DETAIL T E�I L 3 2 Q ABOVE V E THE PIPE 7_ N J Tualatin Valle hater District DETAILS alatinVa a 11 ❑ E U ater District � 1 � 01 00012 SUP2001.00150/152/1F 1 1157159161163 Hall Blvd � • - ...� 5601 85 `•. •. .....-.wf._•.a..,+....:av:Y.M9p,G.M.M.li4WY.hNr•IfY6l:4...,.ro.:-... irwL . r` LEGOWrrY BTFW C(n Iulnll Inllun I!IIINI11111!IIII11li!!Ii!lijlll!I�III111!!1!!!I !1!!IIIII !illllll!I!ulllnllllllll!n III11!!!� !!n un Iu!I !hl ►i i!nllu! I!n1!!!! nnlun I! InI! !n !!n n nIl I!II n!! uu i� 1' ,i • i� v / I I I I I _I I I �liil III ' �'!II iii�ll� I�ilii!I !'Il':Atli �aw■.Iam 10 I1 1! 13 14 1e I INS 19 20 214 2I5 2i I I a 6 27 28 29 30 t 6 � ,iii �( •kms � -.. 1 A f all P N0�ii1 Y t • n l $ +rFM la' 81 dY. -� tiffs ;�� i � • 0 00 .m, - i K' X11 A f� 1 4 1, f+ PROFF 4' 191/60 'p J luG0 15, w9 8" OUTLET ENGINEERING car , r,w PIPE S•fU8-, 222 NW DAVIS ST �t2.3t Ot PERIMETER SLAB (ST,-) SUITE X03 EXPIRES WITH REINFORCING BARS �-- -� (MINIMUM 6" OVERLAP) INLET GRATE RADIAL FLOW Portland, OR 97209 B l-CARTRIDGE (TYP) (503) 225- 1679 G L4 /+ U _-c- n GENERAL NOTES: N A Id 1 A 1•) STORMFILTER 8Y STOF;MWATER MANAGEMENT INC., PORTLAND, OREGON (800-548-4667). + cr 2•) CATCH BASIN MUST K SET LEVEL. ' 3•) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS. z ►- 4') FLEXIBLE COUPLING TO BE USED AT INLET & OUTLET. FERNCO OR ENGINEER APPROVED. /' '1 (� 5•) STORMFILTER REQUIRES REC-UL^.Q MA!NTENANCE. REFER TO OPERATION AND MAINTENANCE w MANUAL FOR DETAILS. �. N 6.) CATCH ElASIN STORMFILTER STRUCTURAL SPECIFICATIONS: � ~ � u - __ --� DIAMOND PLATE COVER LOAD RATING: 20,000 LB. - PIPE INLET STUB ' CONSTRUCTION: 1/4" STEEL PLATE --� _ UNIT WEIGHT: 650 LB. (OPTIONAL) - _ _._ __ .�_-_---�.,---- — _.___ _��_�__�_�___-__ LIFTING INLET GRATE: DUCTILE IRON Cc U -- -�- -- EYE (TYP) PERIMETER SLAB: REQUIRED Q c B Q CA TCH BASIN S TORMFI L TER - PL A N VIEW � The STORMOATERAGEMENT C4.2 NOT TO SCALE StormFiltMerr U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,839, No. 5,624,576, AND OTHER U.S. AND FOREIGN PATENTS PENDING 6'-2 J/+' INET GRATE 2-#4 BARS J-0 1/+• 5-2 1/2• PERIMETER SLAB Y-o 3/16'— 3,000 PSI CONCRETE FILTµ MBER � CHAMBER 8" OUTLET PIPE STUB ovERFLow --1'-J'--- INS WEIR CRESTO I, BAFFLE • } CLEANOUT OPENING__ 7111 41 7n IN OVERFLOW WEIR �' FILTER i' _ INLET CHAMBER FILTER CHAMBER CORROSION C�g� 10 1/2' O RESISTANT OVERFLOW WEIR OUTLET J'-o 1/+• 4'-a 1/4' XCOATING, WITH CLEANOUT cl ALL SURFACES c rA A CATCH BASIN S TORMFIL TER SECTION— B-B CA TCH BASIN' S TORMFI L TER SECTION �4.2 NOT TO SCALEC4.2 NOT TO SCALE DISTANCE PER PLAN IMFORMATION SEDIMENT MH - BACKFILL — AC PAVEMENT 30" DIAMETER RISER R I M 196.7 W/ LADDER � W 1 ® � 12" PVC x'��/\' CAP TAP OF RISER ~— ALUMINIZED 1-8-- ORIFICE EL 196.20 3011 STEEL PIPE PIPE SIZE AND 12" PVC TEE OR HPDE IL PER PLAN 192.80 —1 6" MIN GRAVEL BEDDING 0 D SUMP�,�,\ \\ /\//�\\/\/\/ ///�//\,/�\/\/\\ \��• \\ \\ \/i� s CAP W/ 1.8-10 OR i F i CEs UMP BOTTOM PER PLAN Iq (" 2 STORM DETENTION FACILITY DETAILS C4.2 NOT TO SCALE CAROM Ito � s 5/18/01 Q C Y 1 W GlIAN1NG REF. 0000 1 '1157159/61/63 Hall Blvd ~ 01-00012 RUP2001-001501152/15 • 57 of 65 e ' � ,....+.raw+nn..e.+w..w-.w.. .,.u.•.,..w.. ,...................,..•..•... ... ._.... f i IIC ( ( 1= i3111411111 i LEfii�IL51TY dTltlr c10.Ip }iu�ul� lul�lln nu�lll� lul�un un�n I int u I u II ► tI II Ilil IIII III 11111 1111 IIII I I III ► III I IIII Illllhlll ullliul Inl i u I I IIS �M- I ( I I ulI tTw4ijliilluli�iinl Maw Rr.11�111!! 17 IA 21 22 23 24 25 2e 27 28 20 30 - r � yy i .. ,.-.,...is .'.r...' .-. .. .• ».ram A•.. ,1 - 141 d►N 82iji(N ..Z l - - - - -- - - - -- - -- - - -- -- - -- GINe� O 19160 HALL BL VO • • HLGO / C 1S II , ENGINEERING I. c (I III DAMS ST _ 222 :�IW EXPIRES 2-3'-01 SUITE 403 Portland, OR 97209 - (503) 225- 1679 C 2 3 1 iCL2 e 5 10 I 12 9 8 a 7 2 13 8 14 10 T cr R - - -- - - - - - 0 r _ - -- _ - 121' 53' 56' ,• �` d R 7.07 W f -•�� - .-- -t. i --i\� `�� ''' -" ;`a r _ I L = 15.03 �- M _ �;; LC = S 30' 01 04' W 12.35 z 47 vp � PURL I C S TREE T I MPRO VEMEN TS SCALE: I "- 10' CONSTRUCTION NOTES STREET IMPROVEMENT NOTES 0 1 0. LF 14'G I- > - - _ ____- - 1 PROJECT BEGIN STA 0+00. BEGIN SIDEWALK AND CURB I . ALL STREET CONSTRUCTION SHALL I '� � O CONSTRUCTION. BE N ACCORDANCE WITH ODOT STANDARDS AND SPECIFICATIONS, THE LATEST EDITION. It EXISTING ROW 9 �3 CONSTRUCT AC CURVE SPROTECT EXIST STRUCTURE 2. EARTHWORK SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT erF 12 RUAD WIDENING R TYPI PREPARED FOR THE SITE AND WITH CHAPTER 70 OF THE UNIFORM BUILDING CODE. 0' DI I P ADJUST LEAD TO FINISH GRADE ' O E CAL SECTION RIM 194.61-EXIST SEE TH IS SHT (TYN.) CB (CG-2) RIM 1�4 'L 3. THE CONTRACTOR IS TO NOTIFY ODOT 48 HOURS PRIOR TO BEGINNING PAVING WORK. + ° I I E I N 192.46 I E OUT 192.41 (I W) TREE TO BE REMOVEDTYP ) EXIST . •f '�� .s IE IN I92.4I 12" W •-- I E OUT 192.46 I .1 I SEE SHT 2.4 I '� ) 4. THE CONTRACTOR SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST THE SUBGRADE 5.2 FOR DETAILS >' 5 CONSTRUCT 8' CONCRETE S I DEWALI: cr COMPACTION AND THE INTEGRITYo4OF THE ASPHALTIC CONCRETE SURFACE. TEST REPORTS SHALL & d I / Q 7 CONSTRUCT STANDARD CURB BE SUBMITTED TO THE ODOT AND THE ENGINEER. Q •�I EXISTING DRIVEWAY TO BE REMOVED 5. MARKINGS ON NEW CURBS SHALL BE CREATED TO INDICATE THE LOCATION OF STORM AND a: EXISTING POWER POLE TO BE RELOCATED SANITARY SEWER LATERALS. PRESS WET CONCRETE CURBS WITH STAMP PROVIDED BY THE CITY. (BY OTHERS) �0y ' -- 4 I •}r EXISTING WATER FIXTURE TO BE REMOVED • EXISTING MAIL BOX TO BE REMOVED u # EXISTING DRIVEWAY - � _ EXISTING TELEPHONE RISER TO BE RELOCATED G (BY OTHERS) MATCH WIDTH & GRADE r ( 12 � CONSTRUCT STANDARD 24' RESIDENTIAL DRIVEWAY NE � ! 13 STA 1+32.6 CITY OF T I GARD DET 142 SEE THIS SHT }�^ u + + ( ) VARIES SEE NOTE 4Rl/w t. / 14 PROJECT' ENDS STA 1+50.6. END SIDEWALK AND CURB CONSTRUCTION --- T -- �- I /,-- SEE NOTE 3 I SEE a _ �S 28.x! LF ti" 5' MIN 27 SEE NOTE 2 ,.'CTE S-0. 150 CONNECT TO EXIST S DEwALK 1 j } PUBLIC SAN SEWER IE 18.08 I 6 SS ICO IE 189.2P t (6" LAT CONNECT-ON) ---_--4 ° (END OPUBLIC r I (CONTRACTOR TO LOCATE AND 6-- I A If-6 30' MAX 6' • 1' I BEGINIPRIVATE) - f PROTECT EXIST UTILITIES) � f n RELOCATE EX I T C8 10' MIN•� 1 RIM 8.29 , � REPLACE EXIST CB Row PLAN IF OUT 195!�F+ 110"(E) ° SD MH R I M 198.79 ig LF r -900 IE IN 195.08 12" S 0.020 I IE IN 195.28 10"(W) -_ 45' ( 13.7M) _ OUT 195.08 15" SEE ________, SHT C:5.2 FOR DETAILS 1 0.5' (0. 18M) 3/4" 6" HOT TAP TO 12" -� ; 37 F ( I 1.3 M) 23a' 2% j, EX I ST PUBL . !C WATER L I NE STREET �---- _, 6 GV (W) AND fHRIJST BLOCK y LrJ ! 6 EXIST EOP 7- 19' (5.8M)� „ 11 " (CONSTRUCTOR TO LOCATE TCIE L 4.1 C4.4 6 DOUBLE DETECTOR ` EXIST UT I L I T" PRIOR D N O CHECK ASSEMBLY ; D 2" OF AGGREGATE -- --- TO ONSTRU T I ON) rel D (3/4"-0") COMPACTED W PUBk I C EASEMEN*" ; -i 4 5 Z X SECTION A- A pm Nor --+- 6" TEE 16"x3" REDUC S) CID rn 6" X 6" 10 GA MESH ` a 3 GV �S) , LF 3 W - - - C4.1 C4.1 -- r N - SEE NOTE NO. 4 Wf-- _ W EX I. TING PAVEMENT p -' a - TO REMA i N m I I S=2 MAx_� NOTES: _ _ S=2.5% S$2�� I. CONCRETE COMPRESSIVE STRENGTH SHALL BE A VINUMUM OF 3000 PSI AFTER 28 DAYS. " 1 5�!WCUT EXIST AC 3 -- - ----- - ' •a --- - •••• 12. CURB J01 NT SHALL BE TROWELED W I TH A M!N I/2" RADIUS ALONG BACK OF CURB. THR 0 T KNOCK AND PATCH AFTER C T UCT I ON _ �� 2.4M (8') CONCRETE -- - - "� i CAROM (MATCH EXIST GRADE 11 SIDEWALK .3. EXPANSION & CONTRACTION JOINTS SHALL BE 112" PREMOLDED ASPHALT I MPRFGNATED � ° 2" WA EFS METER I SECTION) 0.18M (0.5') MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. $ �Q (PURL I C)' I o / 18/ ':LASS "�" CURB 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. ., U CONTRACTOR 'f0 LOCATE 4 VERIFY AND MATCH � ' ' AND PROTECT FXIST ST UTILITIES EXIST SECTION In ! I ___ 1 DO ll�LE CHECK TYPICAL ROADWAY SEC T I CN _ - - _ - AaSFM Y (PR I VAT C4.1 -�- i NOT TO SCALE """'""" No ,,;, D11A04f REI 0000 "'t■""" 81111101811111150 PAIIIIIIIIIIIw�►.�o'uD"w" STANDARD 1 , :� �PUBLIC UTIL TY CONNECTION DET ! L '� �;�u` ;: DRIVEWAY SCALE: I Io1 d,~ A "4-TM w� � 1N o1wa4 M2 M OW9o C5*1 �► 1 1 1 5 715 9/6 I/63 Ha11 Alvd ��•�� 01-00012 SUP7001-00150.'152!15 S6 of RS ....•._••.iaw..6srar � :1- y J,: : LlO�IIdrY•TIS �0 wrr $ 4 111111r t, tt7 IIIIICm ! Ib Ar•1l1 , ��1 , ` , .. l ►uu�nllttu .,_ .. ,...- ., _ nn IIA 93 - ,9.t,.t,,-.l,lrl.•l:l . - 0 30 r ON 1101111111 "w", I Ole- t� l S �yl c l' r, v, '. ., : ... ,,. ,;,. - 9a,. 3 ',rt uYr�`\a1�,y'vtd��dl,�.ri1 ;•;'a'`,h, " Y .,i a.. d •ter INBp 0 -� —�_• — — — - � 4 1916 'P PIPE BACKFILL / COMPACTION DETAILS �i sty" ""r" • ' fa111 .ere leropa HGLE ;y., ;,,r a dtner►Ion1,rel n:WI F'N1:'Ay' AA 1R ' , dI FRF/'L'.1 fl/;�:r•1 F G FOR ►MOS .ITw gAA11ffERS LESS r1IAN COD ler fCYI ►M[S OITN plAA[TIRS KIIKEM !00 ase AIO 1.00 as IIICLUSlvE f (♦b'A= _ --- _�.....r,...., I ,�G root z, ENGINEERING n+�ww.` leer ,i1, t FK` A Y�11•It lest Mtn to•I S.•opftom -•.,,•.r•w..w,...... A pep w Nei M w el•w••r11 � � � r•N • � _ '., e � `+ ,c.�•.... � I J y � , r.In 222 NW DAVISxPIRES o -t n 1 1 _1 ' ?� IS ST �•tTr•1r _ t�4{^moi•—� '• 1 \.+•I glee,• •I ,I•r 1 . ', 1 ��f/ '•� 1„•« I �.� I w •e•e�lr 1 A \ ••� ( �.R.I•w/ ` �• ._.. Y.e,Y. •t•1..11 /t% •,w. �- Acrwreel r f rte• airwp. c ►p. tA►IMIE Ia1STAElAIIONs_ L` 1 ' I I I I ,1 I , \ ~"•1 ` •.rte !/f( •l FNNUt 0,,:w' ,• y , jV y y.:Nr L SUITE 403 I J�-' r ►. \ f f11 �I T�-'-,r,1�- --�_ � ai► l ♦ . �;'�' / w+ew uvl.a � ,�- �r"'��"l � r.• 1\ I '1•/lei . , 1_'~ , M- , ,��1 / r,rb: •,Iv ,, 1 t. P• �1• f } t�• j, ♦.w... <�t, Portland, OR 97209 raAeot N.wwerulwrr• ?� ., I 1 �, 1 ,..r, v� --�,t,, I!• I Y e rrN 1.ter►.. "N>~•t N•Aekr �•+.c�1/n/•'• ,'.1 �, •✓ / �' r N�fnm inwr+l '�1 I /,'.: F Weft r.olwr •wee, •Isrer dit%w a'e» \ 'S• �--•� ( _v..a«. _ ! - r. • •,.•. ;� rte_ �.�Mr I �7c (503) 225-- 1679 �"_ U IACs iter:ae,N r #S.•Leas YNe• •.i \ � �' _ � ° / `� sumer IiY Swop wt ser,►w --"i ` • -- -� 1 - ( ,•hw z:Y , . tW a' efe 11rf yAt el cW „AH Lea Lie 9-16. 6 1 �, y._ w S AM Y W r r ...,••r.•:..w:w.. _ 4 i>~ tt��"I ..e,• s a. v Ito•ea It M , I L 61•SL 4!i � _. - Imam W oo Yr•ea M110 r to e1Jes tIY w sr.r...l r... ..» ' L �Ewr •. t ry,Erw't .t! t!•r •''S „{.r .. 1-1 - - - — lest l.rr no 4,air- clt•.e,w•,o 11.e... • eve ...:...w. ..•. fel$avowlel., T T �renfeiw rewtn+v.-t ry i•t w11.est. .It•w•w r+v Or•tc•tease •heel�'tart.l . , w n w•p n. w.err.N....•r lett.,. o+•.►••r,1 wt"I".10 trr►tr1 t G.• +`, 10-.,*111 r••...••ler•• .,w'.•e..Ynlu ter I 4 1st t�_- - .... •'Mt I r..t Mew•,p 1 r 'IN e,, • ••.w e e ,,.w .,•.n t --_- - �/ t.r . N Pti. Nrr I I.ys 4J 1.N M1 M•OI.•r 1•r.M1,,r. .. DETAIL "A" DETAIL .C., j..w � 1, _ C� - Y ..1u,w ♦ — —LT- X11 r. E,•' �, M I•Ir.M p. .e.Yt For Cirotlor Pip• for Cirotidr 010e - r r (' w r r. t" 1 .- •v _ 1..__�.._. `� _ ♦ •,•w. •Y. YY w r q� (•.r l l,;wr �ir� f„i _ [ [ i •let 1' , *1` i '1 Wo set" {�, �* 1• t/ • - t� M� `� � !`�I I ".r'��w �r� Y IE 1tf.••I«•.• \ ! ' •YI.IN•h r • .,i� a/E tt{l I, a. kti ... u i... • wt .old �• - r4 -� 'r ,r•, aC• war- ( t.0 r.ea•erl - } stew w.•,•-- ! r•.•%I& F' 1 Pia• E PI•t/ 11�{�.• . r - , , ,w�- }'Y CIL U tpe a•IKt11,low vole,Loomi.n ere !F �.r .,�L, •i1 . w�«.r�i �) �. 1•�.•RI � - �. - Y»W N rAY•r ol to r+•I 1.rty1 r "llr!wl - �I I, I: -)�,wArw:w"... �1 ,I I 1 (, ;• ., L A iT'�b1• Y 1 I I Uarob At.wr I.NII .eerw+rate,..k 411 • —7 I ! ►1 •t'a•••••w' fl .�c-' ' T r s' Z••- 7+-.�I•• w v {.w f •last r i 1 !t Iti•trr•w w yYtl L ,'• •.:. f_ n 15x1 fe.w r we,a Mee,"we••let a '�•-_ �-' • If P{ 9 ^� w• ' alc- Q steaks { 1 1 G LraYAer peek f•1 e•OTKId paeW 4, f+Aat1A1 S/Cir�N A•A~ I e� [�i Y I«i•sets r�.w 1 � r-•� -=----� --..-_ �""� "-'--�-'-�r LL� v9 r,••err 11.•1 ® max loco• lover• cow co1lpoctatl �I�'Ij �S t. _� .•.•r.•rr,s III • .1 on ,[� -_t. L_•-_. ._M- --. �►C I+GN (1•U to fIlk relative Iwrrnw density. .; . ' .Q I "� "" a f....►r• - .•. j •teat--'me-- -�1'F �j��1 Il,s- r sEC/�M G Ito•N'i ser r5iir'rrrti"Itoo M•r`1. A __ r ECIIDN 8 13 S +.n.•w 1-ateW' - - dtnrwtrorw w m mm 1 �'Z r II S •rar,r. -1 te r►wr..r, a /„••.,f M , ei ate.r. — — j .[ur CdA. 11 't e,-I f e, ! s/. Cow eY1..w•,r,,rt•t levo••.,,ter e m e t11ek T� ea.ee,rtr `'1 • AA z-- 1 . `= 11, `N�e�r. J..�. wrrr.• w.,e,y it U 211 tied -Ne,r twist twrf,tett.rw wnly r•.w IEGfli #oft 1 tel 1 I.w Irwo M efen -owl far..• • Ow•t'e,•ateil ! �Opw 1'leaA1•1 # isagle dltartwb0 now e` 1 I I .� y1, ,j,�` I I r t•�,1,:..r e!f � �J �.`�. �r�'la N~ 7 1 -•1•r•� _ 1 +'• tI1 e1 YYIw ren M _ A DETAIL " 0- DETAIL " D" wolo +t'! I I I i�' 1 _ _ 1 •. rest ..wry w1,n.Ism .,I. co, ► Arcn f P 1=I__T_T a j two«�.w.r ! . ryl ! (�fY r.w.ter.•....•a.err r rrw•Ise stn i w• 1 r 3-+.� _1 r N' •r^t� .w w.,.uwI 111• Ole � AI Ch •w•.,r.0,.w N•y 11rrY rr•w.rw 1 I I I� � 1�� •, A •Isewr - , -. •'---••••• Gefwel Ile/•• --- •r+r..l....rr r r r ! ! - r .{.,_ t l� r--r! .•,..• / ev„ '�. —� f �':t.r w r r-•e. C 1/ 1, Cen••ruc• fe+relag; n •,/Poser, f I •lei •. py hId• of •.•r rosea Yreea. r ales o•.pOe•Ion eOM la r� ' s. , ! •I i vL ACJ0,y' B 1 tr,r �_ ± I( 1v'•r.n a.,,,.y'•'•-w.iw••a.•..- `✓ a P P I0f1 d►A,11ikewi �f Ifewif lAtrew •` 4/ .- .._..__ .__ . t- r "-^•�+•• 1 1[ 1 , wv In Dow aoil porWlflOry or r+•Y• ,/lett. r stln.,yl. seers tee 01 p II••. ISur larpa or am IneluM 1. - _• • ter T i a.•oer 1 n t . wet StAt4elr �. ..: T s 1 !I 1 OtvJArrtC.r X r tA•1.Nre .•e l Sidewalks. ,awd ereee. •vele rooew�0 or attauldere. en.l Zr '1 • a eta.1. AEtov, 0loo owee� tone wtaldi au►1aee0 crew, ISM `._ --t»-,.�__-.... I f=-� 1 t--,.1 i �' ' P 1•rtq,,t►c 1. Sops 0r IdOprr O Mlrtaa for siodd with d.oeotera t w i T �l , J Ores,er Iryn 10.0 w. raw •eter ole M In 1M lent r native &oil, A:: r d�. 'f 0r11M1• Abe" .IN CeapaOt�IM free In a►Ma to M MIXTMLENWALLAT10NS CECTft 9!•t Sh_'rJr1 B b-' Ta tel � L n.+. f•, }ser rw j VANRCL96 1• CYnefr Ael IM �edp I tat bale , r 1e•I testa. 01 see Sai at•ItMle lar rest a stem o1 Jasual lees a.t 1St w•sta ,�,,,,ei,,e gra rr•l'NT arCf «..+. r w M,.,., I L+r r , J NN.ACit -136 ,,tele•.1. r'r n.rt•r tll M+r«M 11 M,.. •'•M.ti.b•J+.••.,,..•. 1u.Y• 1 .e1rr 0,i �nt,�,,er/e,M •IIhe Tr e101hM.aatpe of e.'.ey v�M plor,r ae•r oto. Y lodes ,rt. ./IYNw.wlr.rw..r. ,rTFS ..lnt •Ithe 1 . ae.•p . .« OE'tk Pf SIEEL L.AnC.r,easrile, „IIe•1•a.«..... � N.s.r1 few.-••N1tVtMM •w rw.a.•,o.r � _S•./•ws -- Clio No STANDARD MANHOLE COVER It FRAME TYPES vI, C-2, O-ZM TYPft CC-I, CG-2 ma STEPS sIr•Mwwww.•a,r CAST-IN-PLACE MANNOLI n wwtue+r.• e♦ re yit O l IM r'An Y e,•pr - .r wtw•+w•w.n...••r to esti Irl 1 e-M a JIaA • w r •a sr u two r.i/Ir•fin w �'A liH�T T TPE Z •t'".,N.«r.""r...�1r:.r i ser �_ I YK N•rew+r e,.•1+ -V•r I•.Ir.rw Yn.r.,� + GRATE-TYPE I ► IE 4,� • 1 TP( A r LIAse to Sol AM Ir Ar r std I rS, So McN.r. AA►f111 a ae r ,I 1 ,�r�.w tea.ter r ler top, Y r or.r u _ _ 1n- ► vr. A°Y.r r1aW'p ' w frr A A • 1 w+t J 1.•_n r, , •c r n�" - t - F•-A* •I y __ %.%a gfam MAA 0, 1-L•_. -'1 i _T •`w a t' A •u».1rn el•rw r r tell,u•. W r.r I•.Sw on a"••h/ e,A•alwi r(}I I I ` e a •Irly to,11ewrA I„•I. 6 , •�. �r o ' 1, All"I Arra., • �.,^ r Ik r (.- lett .) L •`,r' 1-4 PIAN 01 .OTIOM 1 e r sAla•ter•It sew r r gA•• s,••err 0 PL A 1y�1 \/ M A' JI w, ` PI ee 1 1 • T .1_ L M.reAtrwveeA.► PIAN ..r•wtrrrrw 1M/M e«terY / \a ,Iirl!rit .1fJ� _ �'�`_ --•�• o0,+,ttleeal - _.__ W ■ ..- �. WK I fl t 1 ■If 1 9 E. a r1.e ` E , J �-`j 1.1 M.u.,vista N F--w--•9 - A r r•...N Ir N.. :..*rlr...r w•www r L-A—art w.N,r Mr w • I 11w.....,.1THuVl Mw e,1.'.• to so-AT w y�I T I r s•.r«"k ter.N r war ,lest---I {N ••w rwrll.r..• P •+.r•..«.tYr 7+7f �T. i '•7� I J e r 1- ear i•r •r saw I',R"' SICTION t-A CAM / ,a rw ter.•r .t..•/r..r E �ftAee 'I�1 t /wealaw 1•� • fw• f11pwT [ 1 SLOE MANHOLE GRAIL Pawl••.. N 1 wwrt..=. ` �tyert •rttMfel ° Zi 1W1w t•allrNaler ��tltlegtwsr.r a a IM uY wt« 1 yr.. .: T • r qq e i..MrOt a. •Irn O L J lael trlpg _1 ! w�r't'AIAt moi' T sew•1wr 1 b . �. I'll Ails rt+lir. 1 to w ere rat t�eeA�" .r. � w a....• Now An Mowat Wised ` 1 A}7( e ! ';.. l4.J. 1. AMMO rise, a1 All ntf r 1 r h War M IM[ At' m � in"a 1 ":r' • 1•w• some Fr r 6 e•-1� II,... � A 1p�.J� .I4. N �.f 1 ! r,N rest ' ..1 al,`.r• ,.7•�,_,,,,, �Or Af '-'a y •-t o_ - -•j . ..1S.. _ .�!_+a+. e.+wee,r�l e`rwtr• w-t �,o.�,.�,;..) 'n`°.d:l.�wr.•e �:xr a ' �'.1, r -'tl� ►"'r'-'1 p / CONCRETE SLOPE. PROTECTOR r am re; ter i 44--ase—.11M -4„i-___s__ _ 1 lewd SECTION A-A SECTION e e • IFrrTON A-A SitT!ON roe IiCtlal c•c wrnoN o-o TYPED _ PLAN sec oli e•e OWN FOR R&CTS , .t•rlrM•.1••N» N a le�► T .cos w r Iry.r yaY. 1 J �-•� 1L� `V /'- •IIr•,rH y w Ise.•' (_ -• , eM M Il.ryr.1 �' - .. �� t_.J •' ,.•w,r.l.•.�'• ser', ,�e• q/ M�"7 Y T Y •��_ -i1wM peeks. WtA a•r►' r- 1 ,r • • I I u.r«I•»N»left i•"•'— !Y" 'T Sltl C iI ted _ �� Ilse rywr.we• •kID L e `� 1 i Z_ ! SECTIOw A•A bli.•. j4ay,/ !. �t M ;-'" M -•1-!11 , �� r 1 _ tllk,111k PIPE SIOFE PROTECTOR At ^��'' T b�..� ! -T •weer 0,E ��Is 1: 1 I I 3 � I MANFIO!.E ADJUSTMENT RINGS • all R ..�� ,' •' � I 1 I --- A Oe w.M n r 1[A<eeA11. • 4 1 A !M f 1 (Y SM Y nneef I •' I 1_ __ _ 1 _-. J7 \ tflrMn icul • L 1 , • \ r �� w Ip.i -••� F-~�al.w �T l fr Mtcf11 Yr►1ae, we tr1•e,Mltllest . OLCrtm A-A SECT10n ! / • • ] eA �" �fe*•--M-�11IN�� III C••rr Nrn rlr.re»/.',tat e,.+tw•.wt '� p el0 vekes " ci 11 0" a YIO.�... AN ...►.•r.... A A A w`res'spa 1•w wt of M A•YII pro �� we w•1. CURB INLET CEAs 01Rt,f ........ 1••ew«k ter n•«tewl else SICTIdI F•[ [LEIATMW I•f w ll do.l�. .:trlrwwr GJL�./r~terr .Nor renew DtTAR R eyrv•IatiYPE G•ZMA r Ari .ae,w� w ti I u..✓•..••w tnr ... .te.•rt•" L B•• :�"- r� / tett YYre•w•If T40,11►a O •.;t•! t i i I ' rw w w PLAN , !■ - e-pro•w•v e•.•w/r.r Arlw M...•.w,. J I III .1 r� ■ r�"i.i,s w,w.• \ t `/' w..Ir.r I ' }R' '•«rte w le,tel 1.!teres. o U ____.•. -..___.r r rsn•ate etsY w•s eka r w ter•r ver. J I + �•«••r e r w lest. le M r✓ M w' �.1 r.N. r • Ail a nwor 1irlm we In.rem , R r•.,.r.f tela ��-�--•t� ♦ /� rr R.AN d w MMM ♦ MM sir IY.M A ■ i 1 f est..'+._.r.•Ir,w.•• T 4D tUr As t E w tine Jt)lmMse rlet•C r•r te a••.a unlessldirt ol�w sat*in l b m reiltlYt�. e.1 a t N)itt erlrw r.a rrre,srM rl.w It•Cues•sn •r r w r T t�,.r•,.uri .i.ti J .Ye•w/,n.•r/4.I.W«n. •�.•1 1 M•roes/Yr IY14 r•.- -flldaA w Nrd I► /w ` .eY i I _*n► SECrIDN A'A eywrNwN. f[CLION A•A w«V.r uM.Neel• awr,wr«r. i•tfor __ 6saw, to ewe ( ytUw tri•slew veto ter w e,w..s�. - tip 1[I Mr.YNw stew«e.M►ware.1.w �• .( �( a a•Ise..rr...,atw+ i .r, V Ir ruse- a1_, �+♦".`.«r' 16ni` Off ART.W001 a.`ww"IfTrA C iCai17ll\ ^ Cowie L1��. • olf1e1f E /'EMI .ea•A ltftpeww0, '-'-- STAta+Aror11•r,►QatAI1aN 'w"e'wn' �r CONCRETE ■M ��n�_ * -_ 1•Jtr , S I MAAAD p r:1:lA l t thk[ A } e I B� _ lolvyt am MANHOLES -.- aft a•11Y T INLtIT$ M 11r+ tlae ►tl►f ♦ � I h AIe A ter•r e'a eLiw 11Lsw Seems rlys 1 •r T ro•M sew u.•w N w,•a, L.M�Ir►O A Clef PNWW6 w dw w.stir►a wr•e-rr. - ' 1 SEc101 A•A SEC►tON 0 0 [ECTIOw J J ' M\Iw.ar M!IN•AJ-4 ►w21a all: a1w� rrwws 1 - 01110.N0.FV- i- - ---- ' ORO N0.RD02e DRAINAGE CURBS CURBS x` 1 . • • �h.• .ari�py. _ ,Ives May tAtas _ ✓-tftleMlr e a I 1 s'a"'• rorty It" Sk•Leel• to, quit*, •»+•-.ter•••.. n• tw•..r .__ •-• _ r.,w„•y•'M' Meetei. v to fee• of •a.w'd r f01 'r� Sp we A. , MO IIs. very ae0a ole t St,1tt + w • -4: �a MO M, Lr,aAwr astrtr Ni rlotn •rsoter Crow w Cpl•o rr••e r•rws` - - w 1 i a f H.-ft,"leas � re0u+etl for ewers St. 111••L �� Ya11YtTAalf ItW O _..- ..-._� { 11ar IM sestwrlrlw_� r I _ ; - - �• . -..--_..'Fot'!;. i Z es'j . _..- s---JI A ' 11[11! Ir __see N I••1•.r meal , M NI _--+ sea M.� then w/aorto r I M top Q. ri IAO _A \ $T I P.C.cener•fe Are TYPE „A.. I Ago$-- _ ,• "Proof reek Stop• r•- ...•- -...z_.•-- -•�- •11p w. stat- fly seta so_10, 2•116UIt qmp r / ryrw -.•la seek ams, -/febUr•o J r' _ 2S.w n. I 5 •.StMrrtwrwlAle 4wprrkeA plar•ea-� fter, ,«0.•M AOrl it after , --- i 1e w.ft:a sol SECTION �. -��{ •'" a• Sl.rr at go.sewnl 1.Aettrr...rd✓ - 'A"w111- i I P.C. CONCRF TF 0 the S0 sew Ise,.Curb •eg,n cele. Tref "E" ralwafl frash y let tasttateal the Cur•to•fete•tel e•enyrote• - ` 200 ter •Nrw.,r! rpte•1tRE cl/1/ Stew u rfletl+•.e et+ .h.r � !t.a IL ^ [i.ft j $ A.C.P•afewent lee,Tlost � �'\ et stent on Mane • • or of dwactod, SECT ION A•A DY,wI.tea wasrry t 1 I 1110 ate Stet•„Nr +Idtle p c, iM SCCTION B Q w 'a toes of r,ard res g'•ft _�-- TYPE "B" rAltwttlelt Cine t[tl[tW•ynS, tiniest 1V f•erte AtOharf concrete cWk ,yS L q1•eagewre -I In y nerwr.,ery•. S Mtewt on Mens r se,r•<r•a •/" fear no rock agape >b sew a, tS 1'_ f. Je111/ f►et"ollood be 1.!n •IarWY for Oit6.Nt tIQf(tr •Sa est T.` T"-. etMree teen ane w a1 wave vit r N a i' J Su r.w/ po.a•t•r1r, • / R er_•wf•N rene•reT for ..{.••+tAr,t. s•.. -- f. AlwIf mmem w•1tM veroo.twr,t ose sk.I•w , ). :rMe111tM MNaee alta ti Wfeloet Q ,00 If woe,f'T•e,l•tntMt rtwM»•Y1ar 110,110 e1 M//Stmt •geW1'1'.11 g1 11 M/ +7 Sw� r•rA•n SECTION L lees - 11 lees itdi ter/itr apellw n of plptlwtR'Ta..••w.dp fLi rv► tvr se rt"M a Melt of Wr •»w Ittalataaarr,�w ASPHALT CONCRETE I 11 — nesA!r.tttlrattw•t/11wle t.eftlNlen CAROM ^ ~eat f!+ 1•-x,1 M=�1 ra^9M MM 0•{w fv posh M set w/ rrtrp ,'1`. r•. toot of M..•res"sego tellers trw �.�rww fes•.yAt .�.� 4, MMM,r M Nret lee, F- � __ � ?--- ----, TYPE '•C•• TYPE "F" retawyrtarwesea••slnw...lw Q 1}}ff,(�� r hr �`•t} - 1 r01a1rAett E'MI s. Dk4n"m neat•..„rt to centra .nn " < /iV`� e, b.a"*,.owr el►y two•'•ost � _47 _ Tulp aerlbn le••retw.•r 4 i �' -"'- rrlSa,e ,tlteld taken a■lee er 11 rt o tur11 ' 101St -- • All'9•r• M ICM' 'n Cen � •��•••11 nelwt CUE• Ise , �- • M dlr,teruCertt al•in nrrt At.."0,r n�i?P•}°O:'.. ' Nnn I r+wwu•tr w. +orrvr w+e`••wtr w. �� f:..0,.♦ 1t.w wry JIM_---- - to Asea OlMrwim nMw1 M Naw• well•.errs./.areae.ter»w ter w»+wN .j) ---I 1� •r w1 ell It N 1�t••,•rr v.wtr.n.r .l ^- V ..0,... _ __— s 'row Awl.'••.../r.p a'tr...r.,,,,, Ila. T I r 'sea+/•.rryirq O A .rw - �� ; /' feettalsls t.•w•.•1 - __- _� �j r d wf a, tv ten•r •1.•11 r•r Wlew r A.Mlrt! Are L - _ _ .'r.:• / Ip.o•pAl w--- ,•�_ � Aptey'et f1 rafetrn•�•t•r•, 1 1 •.'' � � 1 11"11 a •••wast Awtt A f 1!f•r1 as10 f aAAA110 I F•- --CAO--.i es,frw ,Ir w-Y ••' ' : ' OE►MifKwl Cf t.M�011tatC11 !• t nvw I�AW"r07HPAFT CURB ENDING DETAIL CI111M PLAN +a••1111•w I!VN DRA EMNO REE. 0000 www w.r� •/ - ..,w,• ,.,,. .,.; _ r a _ Jit eyes MONOLITHIC CURB a SWWALK • 11157/SUP20 3 NAIL©:Yd -' 01-00012 dJP2001-60150115211,5 • 59 of 65 a .:.,.+ 4,wer,•r.•..... .•'•.r +wrni.F.-•M...."�e«PwtF...+MrR�Mww.:rrnNnw►.v,l..trru............-..••.w++- ...:..........- ...ter..•...... ,w,w�.. w_.. . . "la"'•'"'r-'^."'.... _. ... •.•.•.••rw.'taes I 71�,r!t�tlll Rtillf IU ,'lam!'., .a�!+•.!+,..•�,r,.-...-....,..._..-..M__.-,..»_._-. .,iI..,Y� .'t1we1 9' C�(Ilfl�tl!I IIlI�II11 IIl1�11!! ..II wilt IIII'lllliili!'IIII illi 1111 IIlI 1111'111 III !Illiflil Ili��;i � I�� - I.E00ft"STRIP T d ! i + i f f I 1, 6t� , ' III '""iiTc Atli+I,u O , I, ulll tell I n0, I n I I I III Inllnll�nll' ul�In111111 11111 r I i I iili�ilu I n0, I } +to r -'t,•. Oleal.l 7M O I 19! 1a 14 ie 117 18 19 20 21 22 23 24 25 �� $7 28 9 3110 t, 1� j71 Tto . a , r. :I^r 1.: I{ r 7I ASTEh NOTE. _-'� I - 204 I. INSTALL AT LOWEST POINT ON MAINLINE ' 2. USE RECTOR SEAL NO. 10m11J PIPE DOPE ON • • ALL TREADED CONNECTIONS. ��fA ' n EL A. ICAC A - VALVE MARKER '�Y1L1J INOW)NMINT^I Nl,NNINC � OREGON �W - FINISi-1 GRADE 12 x 18' (OR AS REQ_jiRED) �~ LOCKING VAL/E BOx 91Ap� A�,C -1 I I-T I-1 1 'c-111=111=111=111--x - 2" P.v-G. SLEEVE FINISH GRADE { 1--I I I-I I i-1 1 1-I1- U ROBSTI_ -111=111=111-- - AUTOMATIC: CONTROL I1�-1 -�- I- MAINLINE THREADED - IhIII `VIII VALVE II��-11�-111 111- ii U1�iIt�N I IIilI11 --1 GATE VALVE (OPTIONAL) N 6G44. 40 GALv. NIPPLE LATERAL_ SCH. 40 P VC," FITTINGS Q - 2 CU. FT. GRAVEL SUMP DRAIN ROCK UNDER = W d SCH W P v C. _I I I I- - VALVES -'- ----- FINISH GRADE _—__— . — J NIPPLES �p lu1!5W 5dlnxxl Street,Suw' >, !P — --- Portland,(kaWm 97105 �> MAINL INE -- ieleplwne 15031 211 112 5 `" ROUND PLASTIC VALVE BOX 1� /� *� 'NOTE; FLEXIBLE TUBING MAY BE SUB5TITUTED Fax 6031295.69t16 F- 6" 5� �\ I I f-ti I�l U (NVALVE email Info@mep-pc com - sty REBAR 30" L-)N1,; U LL L DR L E FINISH SHICiLlB BED GRADE REMOTE AUTOMATIC CONTROL �/��/ 2026 W/ (2) CLAMPS N T.S W N.TS. [- /�--- WE f-- / MARLcX STREET ELLS / 0 5CW. 80 PVC RISER FINISH LAWN GRADE _ - I _ SCHEDULE 40 P V.G. STREET ELLS SCH 80 PVC TEE OR - r -- Gm ELBOW I I I I1=1 I -1 I SCHEDULE 40 PVC. NIPPLE � _ �_�� - 1- (Length as Required) II l I�-I T- I1 - MARLEX STREET ELL 1 11- �- -- L ATERAL_ PIPE �i -T�I-I 1 CLASS 200 f.V.C. QUICK COUPLER PETAL [IRRIGATION LEGEND : � NTS POP—UP SPRA`r' �'••�EAD DETAIL �j WATER METER BY OTHER'S < cn� • . O �] DOUBLE CHECK VALVE ^_ © JALL M004TED CONTROLLER WITH LOCKING, CABINET, (RAINBIRD E5P-6 CONTROLLER) MANUAL DRAIN VALVE, LINE SIZE ® NIBGO GATE VALVE, LINE 51ZE RAIN51RD PGA SERIES REMOTE CONTROL VALVE, SIZE 45 NOTED Q QJICK COUPLING VALVE (RAINBIRD or APPROVED EQUAL) �� 2L �- '] 4" CLASS 200 PVC SLEEVE, UNLESS OT" 3L 4 S 1 ERw SE NOTED 281.5- 12 1 — ----- 2" CLASS 2x00 MAIN LINE, UNLESS OTHERWISE NOTED �J JF I' (p 1" 3/4" CLASS 20C PVC LATERAL LINE _ --� - i CLASS 200" PVC LATERAL LINE 0 01 11/4"1 I/4" CLASS 200 P1/G LATERAL LINE -- --- N'-- - 1 1/2" CLASS 200 PVC LATERAL LINE M _ 0 —_--" - � � GLASS 200 PVC LATERAL LINE, SIZE AS NOTED ..� 4 w t��! — - I STATION NUMBER �� O �� 1------ VALVE SIZE o �- I 3 1" G �, -d z a co I c BEAD KE T : a `J I 0 RAINBIRD 1812 Q - 15' _ _ _ I 30P3i r 0 - 1 A ' 8 - P31 RAINBIRD 1812 T 8' 30 W RA I N131 Rp 1812 H 8' 30 }�I� F O f" _ -_ I IQ RAINBIRD 1812 F - 8' 30 PSI U t t F- 1 L t F RAINBIRD 1812 Q - 10' 30 PSI �+ I � RAINBIRp 1812 T - 10' 3fa PSI •rl L e R41NBIRp ----- ! � 1812 H - 10' 301081 --�- --- I y RAINBIRD 1812 F - 10' 30 PSI O RAINBIRD 1812 Q - 12' ` 30 PSI w IQ RAINBIRD 1812 T - 12' 30 PSI > e RAINBIRD 1812 H - 12' 30 PSI PLAY - -- O S RAINBIRD 1812 TT - 12' 30 PSI k�1 YQ� 1-• j--- I RAINBIRD 1812 TQ - 12' 30 PSI I _ A p '11NBIRD 1812 F - 12' 30 PSi f 0 RAINBIRD 1812 EST - 4x15 301 �JJJWall 2 l I O R41NBIRD 1812 SST - 4x30' 30 PSI R t_. _ - - - I u,sF brr POP-UP 14EADS ALONG CUB@°,� K$• -..� !d$,E'.-eQP�L!$ADS IN ALL LAWN AREA°,/, I I - t f I � i I -----� I i•_. I NOTES: �. LOCATION OF METERa, PIPES AND VALVES ARE SHOWN . LLLL DIAGRAMATICALLY FOR CLARITY. ►-..I FIELD ADJUST HEAD RADIU5 AND ARC FOR MAXIMUM COVERAGE �O - - _ WITHOUT OVERSPRAYING PAVED 5URFACES L I � �e INSTALL- VAL VE BOXES IN 9HRUE3 '�a - _J REAS WHEREVER POSSIBLE. EXTEND 5LEEVES MIN. 12" BEI OND PAVING OR CURB INTO PLANTING h --- --" BEDS I VERIFY DIMENSIONS AND LOCATION OF PLANTERS PRIOR "FO 1 GONSTRUGTION. NOTIFY LANDSCAPE ARCHITECT of ANY C 0.5-18•()1 _ - D I SCREPANC IE 3. L° - -- - KEEP ROOT DISTURBANCE OF THE F_XISTING PLANTS TO A MINIMUM, HAND E;<CAVATE IF NECESSARY. DO NOT REMOVE ROUTS LARGER THAN V DIA. WITHOUT CONSULTING WITH LANDSCAPE ARCHITECT -- NOR 11 (_ 1 IRRIGATION PLAN � rcar:",•.�s��_ D � 1116, - 114y, 11157159161/63 Nall Blvd w t+i 00012&UP;001-C0150,152115 60 of 65 r];,f17GdAT, • t777 IUi illi 111! It1ililI lfl )III )III )III II I Illi L i IWill °'�.,"'«»wrwlt+,r►,r "��•"- r, I � I I ( I 1 ill 1 I I ( I )III )III )III Itll )III 11! )III III) 1111 1111 Illi )III )III 1111 )III 1111 )III 111 111 II I Ilii ,� 1 1 1 1 1 1 1 I f i l l l il Ib «Iq� 1 I I t� 13 14 IQ I 1® 1 21 22 23 24 23 28 201 10 7 28 29 30 C 1 • ' .rel, � �, —J7•':•'(T,.•r . Y r I • 1� , r , GENE RAL NOTES ' 4 ,.04 THE CONTRACTOR SHALL INSTALL PLANT MATERIALS Y TOPSOIL WHICH CONSISTS OF ONE PART GOMPURTAND TUC PARTS f= 4 T E C_.-x E N rD I C'' A �A �IgC6 hA "ANDY LOAM, AP_ INDICATED ON THE DETAILS. ��A IA TREE TIES STRAP TYPE TREE TIES STRAP TYPE ALL PLANTING AREAS SHALL RECEIVE A MINIMUM OF TWO s�L' �Avrn6�E GxI�LVT/Ty' $IIE C�lf��1-� / I Vrl ((��,�jj, 'ON r6�� INVIN,1NWilNTAlPL4NNINC,K I ~L' 11R�1�]��1V !� "GRD-STRAIGHT'' "GRI_)-5TRAIGHT" INCHES OF MEDIUM, FINE AND NON-TOXIC BARK MULCH, �� TSNES denotes butterfly Interest) --- 2 - 2" x 2" x 8' PTOF. 2 - 2" X 2" X 8' P' DF FERTILIZER SHALL BE STANDARD APPROVED BRAND, 1U �( STAKE, CONSTR•1CTION GRADE STAKE, CONSTRUCTION GRADE DELIVERED IN ORIGINAL CONTAINERS DRY AND FREE FLOWING j + 1 C.clating Deciduous T•ee Existing (Prune t Supe as Neceeba y? BEARING GUARANTEED ANALYSIS OF THE MANUFACTURER THE ,% A -- TREE WRAP 70 f=1R�T BRANCH ORGANIC BASE SHALL BE I6-16-16. Acer circinatum vr Cj OPEN BURLAP ABOUT TRUNK. - fA BIB FOLD SACK AND UNDER. r ---_ OPEN BURLAP ABOUT TRUNK � � line Maple 8 6-l' 3 Trunk tMln COMPACT PREPARED SOIL MIX AND FLOAT LAi.D5CAPE FOLD BAGiC. AND UNDER Gornue kc�usa 3 2' cal. BIB (1 1 - 2" DEEP RAINWATER GCl_i.EGTION / � AREAS TO PERIMETER ELEVATIONS REPRESENTED BY CURBS AND .:•�a Dogwood BASIN. THOROUGHLY tLIATER IN. 2" DEEP RAINW�aTER COLLECTION WALKS, MULCH TO GRADE. / ---BASIN. THOROUGHLY WATER IN. MULCH TO GW.OE TOPSOIL SHALL BE FREE OF NOXIO115 WEEDS AND WEEP ladltela trl. '5hadomaster' 9 2.5' cal. BIB w —3" BARK MULCH WHERE SPECIFIED demabtar Honey Locust - -- 3" BARK. MULCH WWERE SPECIFIED SEEDS. CONTRACTOR SHA-IL GUARANTEE THAT WEEDS HAVE BEEN \ � REMOVED PRIOR TO INSTALLATION. la lus x 'Pink S Ir-!' BIB 1022 SW Salmon Street Suite 111 p 3 1.5 cal. - - EXISTING SOIL -" EXISTING 501E Pink 5r_-,ire Crabapple Ncxdond,ch.ynn97122 --- PREPARED PLANTING SOIL - — ALL P!o;NTS SELECTED $PALL BE CONSISTENT WITH CURRENT �. - PREPARED PLANTING SOIL ALL NURSERYMEN'S STANDARDS. ANY PLANTS THAT ARE v Pyrua callwryana r-"hantieleer' h 2.5 cal BIB Tek0ione(503)224-1225 DISEASED, DEFORMED,DEFORMED, ROOT BOUND, POORLY SHAPED OR Chanticleer Cal ler Fear Fax 1503)295•b%)b SI STAKES A MINIMUM TE OF 12" OF RESISTANCE.DRIVE STAKES A MINIMUM DEFICIENT OF HEALTHY CHARACTERISTICS SHALL NOT BE '--DRIVE TWO TIMES ROOTBALL SIZE OF 12" OF RESISTANCE. TWO TIMES ROOTBALL ACCEPTED Pyrue ctj Ilaryane 'Redapire' 4 2.5' cemail inic�gJmrp� n,ma I. BIB 1026 O Radsplre Callery Pear 0 LLJ ALL PLANT MATERIAL SHALL BE WARRANTED FOR A PERIOD '` CONIFER TREE PLANTIt4G DETAILI UOUS TREE PLANTING � ONE YEAR AND SHALL BE IN A HEALTHY COPIDITION AT THAT ; �_ Existing Coniferous Tree Existing (Prune I Shape as Necessary) , N.'T.S. TIME. ALL PLANTS DEAD OR EXHII3ITING UNHEALTHT �1 ' CHARACTERISTICS SHALL BE REPLACED AT NO EXPENSE TO THE rk OWNER Gnamaecyparie nootktltaneie 6 7_8BIB — • 4186ka Cedar 0 CONTRACTOR TO DESIGN AND TO INSTALL AN IRRIGATION Ghnmdac Brie obtuse 'Gracilis' ti SYSTEM PER MANUFACTURER'S SPECIFICATION, PROVIDING yp 6 4-5' BIB C) REMOVE BURLAP FROM TOP COMPLETE COVERAGE. 5landar Hlnoki Cyprebe or- 2" a I/3 Cc- RO:�TBALL 2" LEEP RAINWATER COLLECTION GUY ALL CONIFERS TALLER THAN 8' I ALL DECIDUOUS TREES P1olor puncle r 5 6-1, BIB Q BASIN MULCH TO GRADE. 4" CAL. OR LARGER STAKE ALL OTHER TREES. (D, Galorado prat:✓ Q a ---- 2" F�ARK MULCH WHERE SPECIFIED Psuadotauga menziaeil 4 1-8' QUANTITY OF PLANTS ON THE PLAN TAKE5 PRECEDENCE OVER Douglas I-Ir H • i- - _ - PREPARED PLANTING SOIL _ QUANTITY OF PLANTS IN THE PLANT ;SCHEDULE. C. _—_ SHRUBS `'' EXISTING 501E FOR TREES SPECIFIED TO MEET CITY GODS OF 2" AT 4' HEIGHT, ICJ 11- VERIIFY 25" CALIPER TREES MEET REQUIREMENT PRIOR TO - 1 COMPACTED PLANTING SOIL INSTALLATION, Barberis Chun, atropurpurea 28 3 gal. Container Red Barberry TWO TIMES ROOTBALL SIZE � � j ALL PLANTS SHOWN ARE APPROXIMATE MATURE SIZE BASED BPrbarla than. Crimson P m 12 I al. Si4RU5 PL ANT ING DETAIL ON INF DOCUMENTATION FOR VERIFICATIONATION FROM REPUTABLE of SRC EETSREE SIZE AEE ETD (D Crimson P m Barbarr yg y g Container yg y y N.T.S. MATURITY, * Buddlela davidil var. 9 5 gal, Container Butterfly Bush j ® Euonymue fortunes 'Emerald Ga lett'' l0 2 gal. Conte tner Emerald Ga Iaty Euonymue is, Cz Euonymue ,Japonica 'Grcansplre' 20 30-36' :ontainerGUT PACK a PRIGtiTECT EXISTING HEDGE AS REQUIRED ---� Japanese Euonymue REPLACE iF SIGNIFICANTLY IMPACTED BY CONBTRJCTION 0 CUT BACK 1 PROTECT (COEXI6ORDINATE ATE W A8 REQUIRED , * Holodlacus discolor 4 5 gal. Gontalner •C7 FOR CONSTRUCTION (COORI71NATE WITH ARBORIST) OCeanepray i lax crena to 'Convexa' 28 2 ga I. Conta Iner .O �� ._..... _ Japanese Holly O 'D - - ® Juniperus vlrcjiniana 'Skyrocket' 3 3-4' Container ♦ bL I 5kyrock•t Juniper SL _ t1i `0 O Leucothoe fontaneslana 5 3 ga I. Copts Iver I � k `` Drooping Leucothoe 4' l�ENCN � � -- I i • * Lonicera Ileata 13 1 al. I � Privet Honeysuckle g Conta]mar I � `O _--- -`�- I O * Mahonla aqulPollum 'Compacta' 11 2 gal. Ca-Rainer CIS Compact Oregon Grape Cd Pieria ,Japonica 'Mt. F;Hma' 12 24-30' BIB , �l I Mt. FIPme Pieris ,I O Prunus It+urocerasus 'scr,llokatenele' 26 30-311 F�11h! 1 L11"10 - 5ch!pka Laurel Bt6 C'• EXIATING TREEG : 6L -OVER PATH i _ i I � Prunue lauroceraeus 'Zabellana' ic_ 21-24' Container - ------ - I Zabel's Laurel f (� Rhododendron 'PJM 10 18-21' BIB � � ( � N'JM i!?hododendron l *� `./ Rhododendron 'Ramapo' Il 15-18' BIB Rama o Rhododendron Ribee a I (num 23 2 ga 1. Conta(mer Alpine Currant ® Rosa x Meldland 21 2 al. Container f > g _ I w White Meidland Rose K El 1 - - [l _ o * Rosa Ru osa 9 2 ga L Conte tner ----- -- Rugoea F<ose � � PLAY '- m YARD Spiraea bumaldA 'Dart's Red' 13 2 gal. Container Dart's Red Spiraea �+ - l = Wisteria floribunda 6 I 6' INCE - Wisteria ga I Gontalner 4, a�e+sc s• > _ «. <<,;; I GR APSES 4 GROUND COVERS GRANITE PATH OL Miscanthus sinenels 'Morning Light' i (ADA GOPIPLIANT) * I ® Morning Light Eula Ila Grass 3 1 gal, Conta nor a 1 .� I Pannleatum e lo. 'Hamelns' ® Hameln's Fountain Grass 32 1 gas. Container -� I - I Arctoetephylos uva-ares set. 4' of 18' O.C. Kinnick Klnnfck p Tri-Space ' - _ Bowies Periwinkleset. 4 pot 18' oz. • I Giii'7717�i Vince Minor 'Bowles' � pfd Tri-Space "� C \ FOR VIEW TRIANGLE �� -- 4EARANCE. SL Seadad Lawn est. �' elelOc�I t� I PERENNIALS (ALL PLANTS CONTAINER) I_...____ 7 4' pot. Hemerocalls (varieties) 3-1 1 gal. * Aster 'Frikarti i' it I s u�4LL ® * Bleeding Heart I a I_ g CI 14osta 12 - D * Butterfly Weed 13 4' pot. - * Lupine 23 4' p�'t- 4 OS•18(11 =F * Cardinal Flower 8 4' pot. 1 I► - _ p 0 Penstemon 'Ha ly White' 12 4' pot. I--- --_-------------- --- - - - - -- _--_ - - _ ---- - -- ---- -- -- - Q * Chrysanthemum 'Marconi' 6 4' pot. 9 \ * Salvie, 'East Frie:fland' 5 4' pot. 0 * Coreopsis 'Sunburst' 18 4' pot . verbena 'HOMM-steed Purple' 10 4' pot. NORTH °d * Dianthus 'C.ottage Pink' 12 4' pot. Yarrow 'Moonshine 4' pot. LANDSCAPE PLAN � * Helianthus multiflora 2 1 gal. D 1 16„ w 1,�cy, L1*2 - - _—M.�_._—.-._.—.--_ �.---•_.— __- 11167/5!/61/63 4all falvd. 01-00012 SUP2001-00150/152/15 61 of 65 -r u. tl��f�q�1�A�,�s+'il"�lYhkl9ra�� ' �.,!,w�,wmw+:�.,.'N�!�Nti�N 'b�+ltFaiSW � ��be�✓ydllf� I� �iJ'�b4�fW .,Y,{} '�i+K�u� ., :M1°�,.'...il'a1>,.+N.LteL3'Y✓M�,. .., � ..a..-.�., .... ....>.:...., -....... ,...,..-...—..,•...............,.-.,...___...... .. - .. ._..r..,••°.w+:M^-,..._........-,. t r 11111111 Ilii I i 1111 1111 IIIIrIII1 IH II II IHI illi II II I IIIi 1111 II I�IIII �"�"`"` CM h I . I I q-: ..c-• ,', ,.. ',�,,., ' 7 Li1" 1 1 1 nn un Illi nu l.n un I 1 nllllnl I I ills uI uu nn I I (I n I I�nl uu Iln nu un n,lrnl un�nn uu un nn ulllnu uuI uI nulnnlinljunlnnlnul s .'s"� ,{ r. ,tf' • I,Uw.I cn 10 1 1 1E ( 14 1i le 17 {• Ill >!1 1!@ E:1 Q4 !!f ge 26 20 30 { t. - �tW ui 'i 204 - M I T IAT..`c�N �itMM 4��`r' TREE PROTECTION NOTES � IA E� A� MA PER ARE30RI8t5 REPORTTt"' ADDITIONAL TREE PROTECTION NOTES. TOTAL NUM15ER OF TREES ON-5ITE 21 M/ClO1� D IRE fNVINUNMCNIAI PL�11rNIN(, R"EEFORE GONSTRUGTIOM BEGINS, PRESERVED TREES) I. SIZE OF FREE PROTECTION ZONES SHOWN ON PLAN I----' ANCHOR POSTS SHOULD BE -- - HIGHLY VISIBLE FLAGGiNG NUMBER OF TREE5 LE55 THAN 12" DIA. $ ROOT :!ONE(S) WILL NEED TO BE PROTECTED 15Y THE DERE DETERMINED BY PROVIDIWz I FOOT OF SPADE OR '?TIMBER, b CHANNELNENGTH / / ATTACHED TO TOP OF POSTS TOTAL NUMBER OF T L_ INSTALi.-A'fION OF ORAIdCsE COLORED TREE PROTECTION PER 1' DIAr1ETER At BREAST HEIGHT (DE3N) OR 4 Ir1'. PRESER`�A � _ 7 - USE .X4" LUMBER FENCING OUT TO THE CANOPY" DRIPLINE OF PRESERVED � __ ,, Pf�EBERvED 3 TREE(S), FENCIW-z NEEDS TO BE ATTACHED TO 'I-FOOT 2, EQUIPMENT, VEHICLES, MACHINERY, DUMPINCa, ; FOR CRO55-BRACING TOTAL NUt`IBER OF NON-HAZARDOUS F ERESE A•vAML IOREE30�o (, ` TALL STEEL FENCE POSTS PLACED EIGHT FEED APART ON STORAGE OR ANY OTHER CONSTRUCTION ACTIVITIES, �, MAX. 8 FEET % ! t� TREES REQUIRING MITIGATION CENTER FORMING A PROTECTIVE LINE AROUND 7yE BURIAL, BURNING, OR OTHER DISPOSAL OF i / PRESERVED TREES AND FENCE POSTS NEED TO BE CONSTRUCTION MATERIAL5 MUST NOT BE LOCATED TOTAL NUMBER OHAZARDOUS TI Q. A SECURELY ANCHORED IN THE SOIL TO A DEPTH OF TWO INSIDE OF ANY TREE PROTECTION DEVICE. NQ REES 12 H (FEET. A SMALL DIAMETER CABLE AND/OR HEAVY WIRE GRACING, FILLING, OR 4NY OTHER CONSTRUCTION SHOULD 13E WEAVED AND SEWN THROUGH THE PROTECTIVE ACTIVITY MAY OCCUR WITHIN THE TREE PROTECTION - - TOTAL NUMBER OF TfREE$ TO ESE MITIGATED 20 (CAL. INCNE.3 229) LLJ ~ FENCING TUG FEET ABOVE GSbOUND TO 5TRENGTHEN AND DEVICES AT ANY TIME ULE55 APPRO'/ED BY THE 4 SECURE THE FENCING- THE FENCING, AS DESCRIBED, WILL CITY FORESTER MIN. NEED TO BE MAINTAINED THROUGHOUT THE ENTIRETY OF 4 FEET TOTAL « F OINCI-IE5 TO BE MITIGATED 153 INCHES 2 CAL. TREES.) 17- (30% TREE RET. = 2/3 MITIGATION) THE PROJECT 3. ALL TREE PROTECTION DEVICES SHAL1. BE 1022 SW Salm,m 5trect,Suity 222 VISIBLE, WELL.-ANCHORED, APPROVED IN THE FIELD _ — -- - " ____,__ Ponland,Ore@Lme720', <L' BEFORE ANY WORK 15 DONE WITHIN THE PROTECTED AREA PRIOR TO CLEARING, GRADING, OR THE BEGINNING OF ��. TOTAL " OF INCHE5 MITIGATED ON-5ITE 3�L0 INCHES (15 - 2" CAL. TREES) F-'- �. Telephone(So3)224 12 2ti AND/OR IF THE FENCING NEEDS TO BE ADJUSTED DUE TO CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL (SEE SHEET LI.4 FOR TYPES AND SIZES) NX(503)295-b906 ' email mh,@mep f„ ,„m ALL CONSTRUCTION IS COMPLETED ,•'SND A FINAL. 123 INCHES (62 - 2 CAL, TREES) � HARD5LAPE CONSTRUCTION, IT WILL FIRST REQUIRE THE \ APPROVAL OF THE CONSULTING ARBORIST AND THEN INSPECTION IS CONDUCTED ADJUSTED MITIGATION CALIPER INCHES " ADJUSTMENTS WILL NEED SUPERVISION ON-SITE, ANGHCR POSTS MUST BE ` USE 8" WIRE 'U' TO 1026 O W � STFtUCTURA:L AND DEADWOOD TREE F'RiJNINC� WILL ALSO 4. ALL TREES THAT ARE REFERENCED AS TO BE INSTALLED TO A DEPTH OF SECURE FENCE BOTTOM PROTECTED ALL H;.VE SIGNIFICANT CONSTRUCTION NO LE55 THAN 1/3 THE COST OF TREE MITIGATION FEE IN ~9,300 (123 INCHES •150 / 2" CAL .) NEED TC BE COMPLETED DURIW_2 CONSTRUCTION $ITE t TAKING PLACE WITHIN THE flPECIFIED PROTECTED TOTAL. HEIG"T OF "OST LIEU OF ON-BITE MITIGATION PREPARATION/SITE CLEARING IN ORDER TO MAKE THESE ROOT ZONE. ADJUSTMENTS TO FENCING LOCATIONS IN w TREES SAFE FOR SURROUNDING PERSONS AND PROPERTY. THESE ARFA5 WILL BE VERIFIED AND SUPERVISED THE ARBORICULTURE TECHNICIANS WORKING WITHIN THE ON-SITE 0jY THE CONSULTING ARBORIST TO ENSURE TREE PROTECTION FENCING TREES WILL ALSO NEED TO INSPECT THE TREE(S) VERY THAT THE MAXIMUM LEVEL OF PROTECTION IS S CAREFULLY TO MATE SURE THAT PRE5ERVED TREES ARE ATTAINED. WELL PREPARED FOR THE FORTHCOMING CONSTRUCTION. I. BLAZE ORANGE OR BLUE PLASTIC MESH FENCE FOR TREE AFTER PROJECT COMPLETION, THERAPEUTIC FERTILIZATION S. TREES THAT ARE LOCATED ON ADJACENT PROTECTION DEVICE, ONLY. WILL BE NECE55ARY FOR ALL PRESERVED TREES TO PROPERTY THAT WILL BE IMPACTED BY Q HELP STIMULATE NEW ROOT GROUITH FROM ROOTS CONSTRUCTION SHALL RELIEVE THE SAME LEVEL OF 2. BOUNDARIE5 OF TREE PROTECTION AREA ESTABLISHED PER V < DAMAGED DURING CONSTRUCTION AND REPLENISH ANY PROTECTION AS THOSE LOCATED ON-SITE. CITY GODS AND EVALUATED BY C'I Y FORESTER AND CONSULTING LOSS OF SOIL NUTRIENTS FOR OPTIMUM TREE GROWTH. ARWR15T HAZARDOUS TREE REMOVAL WITHIN PROJECT BOUNDARIES 3. BOUNDARIES OF PROTECTION AREA SHOULD BE STA<--D /'Nfi � NEED!~ 'f0 BE COMPLETED IN A CAREFUL MANNER AS TO O NOT DAh1AGE ANY PRESERVED TREES. ANY TREES FLAGGED PRIOR TO INSTALLING DEVICE. EXISTING TREE SURVE r (PER AR15CORI5T5 REPORT) REMOVED WITHIN les FEET OF A PRESERVED TREE NEEDS - NS 4. PROTECTION SIGARE REWRED _ TO HAVE THE STUMP GROUND-OUT RATHER THAN -- — - - -- _ EXCAVATED TO REDUCE OVERALL ROOT TRAUMA." ID" TYPE SIZE NOTES _ ACTION 5. DEVICE SHOULD BE MAINTAINED THR�7UCaHOUt CONSTRUCTION, PL__ 12" WILL-NOT SURVIVE CONSTRUCTION PROTECT 01 15L 2411 HAZARDOUS MITIGATE 02 AT 24" HAZARDOUS MITIGATE 03 ATct 3411 HAZ. ARDOUS MITIGATE 04 DF 24" WILL NOT 5URyIyE CONSTRUCTION MITIGATE say DF 36" WILL NOT SURVIVE CONSTRUCTION MITIGATE O - - x w 06 DF 32" WILL NOT SURVIVE CONSTRUCTION MITIGATE 34" WILL NOT SURVIVE CONSTRUCTION MITIGATE 08 DF 46" WILL NOT SURVIVE CONSTRUCTION MITIGATE ON - VIBN BL 911 LOCATED ON ADJACENT PROPERTY PROTECT '4 _ ( lsa BL 12" HAZARDOUS MITIGATE ! 11N 5L— , 9" LOCATED ON ADJACENT PROPERTY PROTECT I LTD -- -- - _ � AT 12 BL_ - — 15" HAZARDOUS MITIGATE rJ I 1 .. 13N L 12 LOCATED ON ADJACENT PROPERTY PROTECT 14N 15L 6" LOCATED ON ADJACENT PROPERTY PROTECT a' • .M• 15N BL 14" LOCATED ON ADJACENT PROPERTY PROTECT : lb BL 20 HAZARDOUS MITIGATE I w " - �4'd`t '1N " 8LOCATED ON ADJACENT PROPERTY PROTECT u.._ I 1BL +- -� T . .�, 1- s. ... 1..'ti r..�., w 26" HAZARDOUS MITIGATE U U . . D 18 HEALTHY ON-SITE TREE TO REMAIN T .--� 20 zra • ,...-. I Ew�� _. . a � �_ -�-- - L_. - _ I i - • . -- --- — PRO CT ....,,1..._ ..��.i... I � .- - -- . ,- • - I I ~__.. � rt_• �.J.,,,I«.». ... , _ _ .,...�.,.' �-?' -. _ D 22" HEALTHY ON-SITE TREE TO REMAIN t ,I • •-•1�,-�-� ; ��1 _J, .,;.i,;.! � PROTECT ` 'r I- 1• - — - - - — -- n�arECTIc� �ICwa FTR — J - -�-- - 1 I _ _._ . _ ... _ , __. . - --.. 21 4" MITIGATE ay - i 1 i , ' -:,. I s_ lol � BL 2 HAZARDOUS ro�syT>r� �:- . �.,.�-. _ � _ -L�_.� - - � � - - - ! _ ;�: az:, I 22 - - BL 6 LESS THAN 12" DIA. REMOVE ALLf t�LOIGATln WT1dMi � + I -r,f"— .•.a:::r.' r 11 — _ \_—� TIT PIwoT>tcTtON z�a'e I•tusT �_ ._ , . , t_1 --- —_ fs! LOCATM BY COK'IMLTIhq I i I 23 OF 34" HAZARDOUS MITIGATE APOONOTa4 44C� 24 OF 2 HAZARDOUS MI'T'IGATE _ 1 A I 25 OF 2411 HAZARDOUS MITIGATE ; I 26 OF 21 WILL NOT SURVIVE CONSTRUCTION MITIGATE 2"I OF 11' LESS THAr`� 12" DIA. REMOVE28 OF 30 'Cy .-•fly`?�.. ' WILL NO SURVIVE CONSTRUCTION MITIGATE W 611 LOCATE=,EC' ON ADJACENT PROPERTY PROTECT jj t 3ON DF 26" LCCATEC.) ON ADJACENT PROPERTY PROTECT I ' ' •- % '� -�; ( � ( 6 LOSS THAN 12" DIA. REMOVE : 32 _PR 6" ESS THAN 1211 DIA. - - — REMOVE y f�cfE T 33 PAMAM R 1 HAZARD IG r - _ _HAZARDOUS .. I- � ,: , MIT _ ...•�- it I I �:, -- ' - h ""'") -�I I ` COORDINATE ALL PROTECTION 34 PR 8" LESS THAN 12" DIA. - --- REMOVE r � �) � rE/ae�Me lutW „ _---� I !"-, + MEAM .T S A�eaeleT 35N PR 6 LOCATED ON ADJACENT PROPERTY PROTECT I , I . ► I T1�LE Ple17TEGtION I..-!-_ .- __ Zzw (T'YPICAL) 1. - - I AT - FIR 15L - BLACK LOCUST CE - CEDAR ,-,- ,-•„ _,�,,, -- -.-_ _. _. _ � OF - DOUGLAS FIR PL - PLUM PR - C1-TERRY -- • s- rr-'t�arts--s--t--tllr�`-s---s•-i��'-'.--t•�1r•-s-•r-"�'s--r"»r-s--t"-'ar�•`-e-- ! 2OW2 -- _— r QTY FCFMTIR I Gull ff>s ------- - - NOTES: - --- - — ALL 17NICM LOC.ATEp 11�1RN _ __ OP TIE PI�CTION � MOT Y, - '" ' " ' 1. TREES LOCATED OFF-SITE ARE IDENTIFIED WIT}-I AN 'N IN THE IDP. W LOCATM BY CGI4 LTIMd I AAKWOM»t 2. TREES UNDER 12' CAL.. DB�1 ARE NOT REQUIRED TO BE PROTECTED OR MITIGATED PPER TIGARD CITY I, CODE *TOO 3. REFER TO CONSULTING ARBORIST$ REPORT FOR ADDITIONAL INFORMATION ON TREE SURVEY AND --- -� NORTH PROTECTION MEASURES. TREESURVEY/PROTECTION - j' ` TT PLAN ( - � � \. 4. TREE MITIGATION INFORf'1ATION IS LOCATED ON SHEET L14 LOCATION, SIZE, AND PE OF MITIGATION TREES ARE REFERENCED ON THAT DRAWING. ')I � . 1 1 157159/61163 Hall Bled 01-00012 BIJP2001-001501152115 62 of 65 till ..yr ...•.•w ..............., +..w....�•..�.^.._,-....._.«. - N _...,..... yu.w......+.w,,,.,.,....,..._,.,.....,._.........,."....—v.._..�, _ :._..,.—.. __ __ _ —. ...._ 111yIII IIII illi Ilil IIII 1111 illi HII ILII IIII II11 TNI 111 IIII if ' ST CR1I I I I I I I I I III I11 Ifni IIIIIII II IIJN III If It VIII I l I II II Ilfl 1 1111 f I I I I IIII TIN IIII IIII II11 IIII 1111 1111 11111111 IIII IIII'tl I Illi 0 ! i ai I� , , I I I I I I ( I . I I I I I I Ipw.,.I ct: IQ I t I4 14 111 1 1� IO 1 �� !4 n� I, (\ IIIIIIII IIIIIIIII III.I tlll llu I Z9 30 I> � rj ,F �1 iI ti rix1` x I i Irs+} F e i q i gg j p l ri , ;ry 7r r :y J•y,,'yy�t d� t` . 1 5:tr A, 'j �h -_ - I---- 204 _ � A. MA MACIOW D �� ORE T wry, ENVIRONMENTAL PLANNING,PC � 4 pF, ASG MITIGATION 5UMMAIR� rREF TIES STRAP TYPE — TREE TIES STRAP TYPE TOTAL. NUME5ER OF TREES .DN-BITE 21 CRO-STRAIGHT" / "GRD-STRAIGHT" N NUMI5ER OF TREES LESS THAN 12" DIA. 5 / STAKE, CONSTRUCTION GRADE :� - 2" X 2" X 8' PTDF. / STAKE, CONSTRUCTION GRADE U-i TOTAL NUM15ER OF TREES PRESERVED 3 - OPEN 5URLAP ABOUT TRUNK. TREE WRAP TO FIRST BRANCH c f�RESERvAlsLE TREE FOLD BACK AND UNDER. RETAINAGE: (3/10) 30% CN TOTAL NUMDER OF NOM-NAI:ARDOUB 1 - -- OPEN BURLAP ABOUT TRUNK. 1022 SW Salrrwn Street,Suite 22z FOLD BACK AND UNDER TREES REGZIJIRING MITIGATIC�fV - 2" DEEP RAINWATER COLLECTION / Pofland.(Negin4205 X �— BASIN. THOR0001-AL1 WATER IN, G' DEEP RAINWATER COLLECTION Iekpnuneis0l�!!4-1!!ti MUL:HTO CsRAGE. ---- BASIN THOROUGsHLY WATER IN TOTAL NUM15ER OF HAZARDOUS TREES 12 T fax6031 iSO0224122f, K — 3" BARK MULCH WHERE SPECIFIED i MULCH TO GRADE email mf,xaPmep pt mm U " TOTAL NUMDER OF TREES TO CNE MITIGATED 20 (CAL. INC;l4E5 a 22Q) — �� 3" BARK MULCH WHERE 5PECIFIEC 1016 0 Uj TOTAL • OF INCHES TO 15E MITIGxAT€D 153 INC-MES (11 - 2" CAL. TREES) ExISTING SOIL - _�� i _ _ EXISTING 501L (30X TRIEE RFT. r 2/3 MITIGATI�'' ) W- - PREPARED PLANTING SOIL - - - PREPARED PLANTING SG'L Uj TOTAL • OF INCHES MITIGATED ON-SITE 30 INCHES 115 - 2" GAL. TREES) �_ , DRIVE STAKES A MINIMUM I DRIVE STAKES A MINIMUM C,- (SEE SHEET LIA FOR TYPES AND SIZES) TWO TIMES ROOTBALL SIZE OF 12" OF RE5151ANCE, TWO TIMES ROOTBAL_L SIZE OF 12" OF RESISTANCE. ADJUSTED MITIGATION CALIPER INCHES 123 INCHES C62 - 2" CAL. TREES) CONIFER TREE F✓LANTING DETAIL CI I.lOUS TREE PLANTING COST OF TREE MITIGATION FEE IN 65,300 (123 INCHES 0150 / 2" CAL.) N.75. < Q LIEU OF ON-SITE MITIGATION a, a A cz I�3 • O I I I 4N T L E � N S Y!`180L PL.4/VT NAME cr�.�uvrirr sizE crnroiriary o ,z TREES x W r.. .. :. . - ._. .... , .i.r..+..-:. '--.••e.��n--r +a.vevr:.-:.:_-:�c:atya-i, --ax=syr►r--::-' _x'-m,�r. r•. _.. :..:-•-s:..- -:-_...-, ornue ICUUeB 3 2' G B ei w tD 0 aus ogwoo � d ..� o 4. z Malue X 'Pink Spire' 3 2' cal. BIB O Pink Spire Crabapplecd ' . Ghamaecyperie nootkateneie 2 Alaska Cedar �2' ca L) Picea pungens 3 6-'1' BIBclid j ► E Colorado-5pruce ca i d� ;: Y r... _ I, � � 1 r •�_ � menztee i 4 1-g' B P3 fD �• is Dougiae Fir 2' ca cd _ a - . I g--7- "1 c MTI � - 30 G.�•.L .NG ES OF �..+T O`� ON-S E . _.. _ _. .__. REES FOR MI GAT ONTOTAL • OF 2' H r rm .. ', -•� I , iI I L •--._. NOTES: r• 1 I. ALL TREES SHOWN ON MITIGATION PLAN ARE NOT BELNG UTILIZED TO MEET OTHER CODE REQUIREMENTS SUCH A3 BUFFERING, STREET TREES, SCREENING, ETC. 2. THE LEGEND ABOVE IS FOR MITIGATION REFERENCE ONLY. PLANT ...� • -_i COUNTS FOR C01•d5TRUC •i TION PURPOSES REFERENCE SHEET LIQ. [_l 3. ALL PLANTS USED FOR MITIGATION PURPOSES MUST BE VERIFIED TO MEET CITY GORE OF 2' CALIPER AT DBP (4'5 FEET) PRIOR TO � ►^ INSTALLATION. ` � � I ..�.__. J� ••4. ALL PLANTS MUST ADHERE TO THE AMERICAN NATIONAL I STANDARDS INSTITUTE'S STANDARD FOR NURSERY STOCK (Z&0), THI5ITL �+ DOCUMENT IS ALSO KNOWN AS THE AMERICAN STANDARD FOR ,•+C t .T-' i I I `� ! NURSERY STOCK (ANSI Zbm). ' •II.•Lt '-.-Y.ttlll.wt 1 1 , .r71.� •iii +rte .' '� -7--'i'�-'_._-i""1•i i-'"i ...iuii .iYli-r-'s'_�"-�•Y�_'_7r_'i_-�s'--x�--.x._irll�_.r_x-"'��•-r•-Y--Zr� 3iiti- iii.: s_.• r� x - - � x .! .......,y 20002 05-1901 �I NORTH MREE MITIGATION PLAN1116 _0" a - _ .— _. __ _ _ __._..__ - '-•--'-------•---- �" 11 157f59/61163 Hall Blvd 01.00012 SUP2001-00150/152115 tti 63 of 65 y€ • s ,r' r s _,_.,... . ... ,. • I � I I Crt1 III�I�IIl�III��IIIul111IIuu1uN�Iuililllul I I�iltqu jI� 1111 I �11 I' I i1u iI IIIi7""`II'�"ililiun nniil I n I I lul nII nIl nIl Iul�tl I I ni illi lul Ini�Tluliin�nn nli iul uu Iln Inl �u nl 1 IIiI n�I�ull� �l . « llOt�N.fT1f fTRlr I o .r e. 10 1 1 1 13 14 l e 1� . ler I ro $ Z I a! •� -4 29 30 �t Iry - �- 4 � ' � 2 Y ' � .;, . �' t 4�'�_ Afa,11�f: •fit - _ ,� • 4 ' I 1 i A4.1 A4.6 'MILLI F.HART, 1R. ' �3 _0" • POR ,ND,0 EGON - ■ - �-- 51_0m ■ o m Cl f ■■ AI. I ❑❑ _ — -- < s �- - A6,4 .4 - I -- - u TTT A --�- D _ �u 1 011 00, .n - - - - - 11J v N T h ECH. UNIT - - BELOW - -� - - -� WINDOWcr U CARD MOUNTED �- D I T OD LIGHT FIXTURES Q PADRIC WRAPPED IN MULTI-PURPOSE -- I -_� PROVIDE BLKG. FOR ACOUSTIC PANELS - FIXTURE 0 61-01, _ �"� L. �-' V -{ 1 I IZ" S _`II /- GRAB BARS 3 2'-0" 21011 [ A.F.P. C) —___-___ --P–LAM WAINSCOT 9. W/MTL. EDGE – TYP. FIRE DEPT. --- o 0 111'. - "KNOX BOX" _--TOILET PAPER DISPENSER -'C� - --6' RUBBER BASE - TYP. 7 in �i in AFP -- ---J \ A 4.1 I �- - •� A4.1 +Y - i o ILII T �- ~ A4.8 a SHTV A4.6 -LIGHT F XTURE -3OX3i MIRROR W/MTL. EDGE _ MOUNT HOT EDGE AT TOP EDGE OF BACKSPLAS1.i —_4_____P-LAM COUNTER W/4 1 TOIL LAUNDRY 4 BACKSPLASH - TYP. • / 19HTV VCT ..� �I A �- SNTV r _ — O F Ot LII -_----OPENI � ` Ad-1 /� I DRY 0 WASH WASH � � � � 'n i SHLV TYP. 11 Ar cz A4.1 -- -PAPER TOWEL DISPENSER/ DISPOSAL V CLCD. FLAN 1 ELEC. FLAN - COMMUNITY 5L DG. ��.00�? �'��N - COMMUN I TI' �L i�C�. - _____ 2 .-� N L C, N C� L E G E N D CEILING MOUNT LIGHT FIXTURE RANGE EXHAUST PAN ® CABLE TV HEATING MANIFOLD � CZIL:% OR WALL MOUNT STRIP d D SMOKE DETECTOR , PHONE CSN HEATING UNIT TO I�. T Y�4T I ONS 4 Z LIGHT FIXTURE O ELECTR�GAL PANEL. � 1/4' ■ 1'-m' 6 WALL MOUNT LIGHT SCCNCE wp CEILING MOUNT HEAT LAMI• DUPLEX ELECTRICAL OUTLET - Z Z P F�' WALL MOUNT EXHAUST FAN O CEILING/ FLOOR ASeEMBLY TYPE WATERPROOF DUPLEX N O T � � p4 p,� ►•- ELEC�"RICAL OUTLET � ® CEILING MOUNT EXHAUST FAN St�l'FIT ;OC/1TION6 F ATTIC ACCESS HATCH I. WALL TYPES CJMOSED DUCT ABOVE \ / (ON%--HOUR RATED AT a. ALL EXTERIOR WALLS ARE WALL TYPE Al UNLESS NOTED OTHERWISE_. v F+4 CEILING MOUNT EXHAUST FAN C- \ / BUILDING C NON-RATED b. ALL INTERIOR WALLS ARE WALL TYPE CI UNLESS NOTED OTHERWISE. VERIFY FD WITH FIRE DAMPER AT COMMUl ITY BUILDING) Z. ALL DIMENSIONS ARE TO FACE OF STUDS U. N. O. W/FRIG. VERIFY 3. ALL SHELVING IN STORAGE CLOSETS ARE TO BE ADJUSTABLE SHELVING - 4 EQ. AEE 13/A1b.18 rs_p_ACES GYP. BD. SOPRIT - __ C P-LAM AT ALL EXPOSED iv N _ T �•- S - - SURFACES- - - - - - (Z) ADJ SHELVES - TYP. a I. SEE DETAIL 17/Ab.2 FOR TYPICAL BACKING AT EXTERIOR LIGHT FIXTURES. P-LAM COUNTER W/4" n 7. HEIGHT INDICATED FOR WALL I104JNTED LIGHT FIXTURES ARE TO TOP OF BACKSPLASH-- n FIXTURE ABOVE FINISHED FLOOR. � - � 1 ONE ADJ. S1-MLF - TYP. 1! FIELD VER!'*1' DIMENSIONEI FOR LIG►aT FIXTURE 11x�►TIONU3. - -- �. ALL CEILING FIXTURES RECESSED IN70 RATED ASSEMBLIES TO BE ENCLOSED WITH 4" RUBBER BASE ® C 2 00 LAYERS TYPE "X" GYP. BD. EACH SIDE AND ABOVF- SEE DETAIL 2/A15.5. 3/4" P-LAM SIDE PANEL h. VERIFY SOFFIT DIMENSIONS WITH HVAC DUCT SIZES AND REQUIRED CLEARANCES- �� AT UNDERCOUNTER FRIG.----n. SEE MECHANICAL AND DETAIL 12/Ab.5. COORDINATE FINAL SOFFIT SIZE AND OPEN a I �o VVly,11 CONFIGURATION WITH ARCHITECT. 3 E ---- - - -10" 3'-O" •. SEAL ALL PIPE, DUCT, AND GONDUI* PENETRATIONS THRGJGH FIRE RATED ASSEMBLIES WITH FIRECAUI K. SPACES VERIFY ^�- VERIFY R t. SEE SHEET AZ.b FOR FLCOk/CEILING AND KOOF/CEILING. TYPPS. W/FRIG. S. ARCHITECTURAL LOCATION OF ELECTRICAL OUTLM, PHONd AND CABLE IS A B SUGGESTED LAYOUT BASED ON POTENTIAL FURNITUki LOCATIONS, ELEC. SUIS TO PROVIDE COM'LETE LAYOUT AS RLWD BY COOK, INCLUDING ALL APPLIA JCR — v MWIREMEN1 (OUTLET'S FOR APPLIANCES NOT SACWN). ��// � � � / /� /� �+ � UOAYJIrIr,PFS lV1l1(; . .oFFI'�'r INDICATED WITH WALL f10lMTED FAN (.IDE Dli'C.F4ARCE), CANNOT I!"tCEED T"�(TCT"Z�": �L� Y f-'�T I l./NJ � k 11" OW. VERIFY FAN AN6 can-L SIZE CAN SE ACCOMOR omED WITwiw THIS . : APACE. 10. POR L104T FIXTURE WA45OULE SEE S/AS.I. � 1/4' ■ i'-ia' S 11157159161163 H III Blvd v{ 01-00012 SUP2001-001501152115 8./of 85 0 1.. Is111 1111 Ili Illi flfl1111111! ILII ILII 1111 illl'IIII ILII ILII 11 I • .,.. ,. """`"""""'"""•'"'* 1AGbR�GTRI� I1 1 11 ILII ILII i11i►~Ulf (11111 Ilio VIII II IIIIIIIt1 u) ill I 1 IIIIIIIII IIII�un 111tIIItI 11 I ILII InIIit1I ILII lul IIn ►u uII I I Iln Ilu u11 ulI Ilu fill Ill 4 cmdlli � , � i4i � lji � i � l � l � l ► i i I � I I i � ililililil �jill � I , T I IQ•�.Ies� 1 11 !t! 13 I4 1 IS IS 20 1 22 23 24 23 28 27 2S 29 30 �~ r: • n ,.. . ..•..,.. r,-• .15,,. ,: : ,e Y .� a ,:.-, pm,:. . .- T r ' a d„ xl V 1 .+na II s � A4.1 A4.i 23'-0' ' PCR ND,C cit 0r J . LR- -- A1.3 Q 1 q f.4 4 W tilts. -1' . cl' ti, •o DZ Il F, 1 ILij 04 LLj ev - --• A G MEC+a. UNIT = - - /BELOW • WINDOW (� CORD MOUNTED IY LIGHT FIXTURES ACOUSTIC WRAPPED IN MULTI-PURPOSE _�_�_�_�____�_ 1 I ___ —^ - PIZOV D B-KG AOR AGOU$TIC PANELS FIXTURE • 61-0" I I I M L �w U �- I 12". �� GRAB BARS ?'-0" 21-00 Z 3 _b ,ice - + D -+ . i .--. I I 1 I } - ---'�-- O -,r P--A" rvA hSGO' _ _.,__T EDGE - -..P------------ , I r_ _,p__._� -FIRE DEPT. - O10 -•-.._.. - -�—_ -- 10 I I "KNOT( BOX" �—TO'_ET PAPER D 5PEw5EFt — A4.1 - I 4�-�-t -6" R�.BBER BASE - -"P ,r QI A4.6 '+� -i` "11" FOUNTAIN-7., i � � A4.b N EXIT. I Go WASH - ww9 AFF A4.1 i 1_.-." yrN A4.1 w 6 KBIT -,;•�/ .-- L-_-� ` 6 Mr A4,6 SUTV A4,6 -LIGHT FIXTURE � p I�.I ® in C—.. -,~___ ---30X36 MIRROR w/""-_ EDGE MOUNT BO" EDGE A- -OP 3 -0' EDGE OF BACKSP:ASi-• �D/ -- - `TOAL\ SwTy VO-v LAUNDRY ® o BACKSPLAS6-i - '-P I ® / 1 &HTV —OPEN oF1� . / 1 � n ' DR DRY � c SHLVi" (?) , (2) WASH WAbld it •� A"J.? _- rn. 231-011 A4.I c TDISPENSER/ A ' PAPER OWEL DISPOSAL G. PLAN / ELEC. FLAN - COMMUNITY 5L DG. FLOOR FLAN - COMMUNITY 5L0G. 1/4' I'-Ia' 2 1/4' 1'-m' of N >---- L E G E N D L F G E N D CEILING MOUNT LIG1rr FIXTURE El RANGE EXHAUST FAN ® CABLE TV HEATING MANIFOLD r� V Q CEILING o�c WALL MOUNT STRIP e D SMOKC DETECTOR , P�+oNE - ^� HEATING UNIT TO I L�T E L E�/�4T I ONS � I LIGHT FIXTURE ELECTRICAL PANEL I/4' • I'-�' ... 0 WALL MOUNT LMT SCONCE � CEILING MOUNT MEAT LAMP � DUPLEX ELECTRICAL OUTLET z F o WALL MOUNT EXHAUST FAN O CEILING/ FLOOR ASSEMBLY TYPE WATERPROOF DUPLEX ELECTRICAL OUTLET N O T E S CEILING MOUNT EXHAUST FAN SOFFIT LOCATIONS a r'l F ATTIC ACCESS HATCH 1, WALL TYPES EXPOSED DUCT ABOVE \ / (SNE-HOUR RATED AT a. ALL EXTERIOR WALLS ARE WALL TYPE Al UNLESS NOTED OTHERWISE. CEILING MOUNT EXHAUST FAN BUILDING C NON-RATED b. ALL INTERIOR WALLS ARE WALL TYPE CI UNLESS NOTED OTHERWISE. VERIRl, Fit WITH FIRE DAMM!R AT COMMUNITY BUILDING) FD ?. ALL DIMENSIONS ARE TO FACE OF STUDS U. N. O. W/FRIG.� VERIFY 3. ALL SHELVING IN STORAGE CL-SETS ARE TO BE ADJUSTABLE SHELVING - 4 FA 1'-10" 3'-O" - -- W SEE 13/A5.5 _ SPACES GYP. AD SGr'FIT---- x„ N O P-LAM AT ALL EXPOSED iv ---� - �-SURFACES- -- o -- ---__--(?) ADJ. SELVES - T"r-P, �p I• SEE DETAIL 17/A5.2 FOR TYPICAL BACKING AT EXTERIOR LIGHT FIXTURES. j �-P-LAM COUNTER W/4" n f" ?. HEIGHT INDICATED FOR WALL MOUNTED LIGHT FIXTURES ARE TO TOP OF BA.,KBPLASH FIXTUIEE ABOVE FINISHED FLOOR. � e - -- r RIElD VERIFY DIMENSIONS FOR LIGHT FIXTURE LOCATIONS. - � ^_ ONE ADJ. f�hELF - TYP. � 4. ALL CEILING FIXTURES RECESSED INTI? RATED ASSEMBLIEIS, TO BE ENCLOSED WITH A" RUBBE4 BASE -- (?) LAYERS ME "X' GYP SD. EACH SIDE AND ABOVE-• SEE DETAIL 2/A5.3. 1 3/4" P-LAM SIDE PANEL S. VERIFY SOFFIT DIMENSIONS WITW HVAC DUCT SIZES AND REQUIRED CLEARANCES- � _ 3/ UP-LAM SID ER FRIG.-- � __ iv n b�01�1 SEE ►1ECWANICAL AND DEETAIL 12/A5.5. COMDINATE FINAL 3OPPIT SIZE AND GC�MI'IGU1W'rION WIT1; ARCHITBGT. I OPEN -----�. � - � I d 3 EO �O -3 -06. SEA: ALL PIPE, DUCT, AND CONDUIT PL'NETRA'r1171Vs T�+RcIUGH FIRE RATED ### -----_�� AEl! &3LIES WITH FIRFLOOLK SPACES VERIFY VERIFY R 7. dEE SFlEET A?.S FOR FLOOR/CEILING AND ROOF/GEIL;NG TYPE!!. 6. ARCHITECTURAL LOCATION OF ELECTRICAL OUTLETS, PHONE AND CABLE ISA SUGGESTED LAYOUT BASED ON POTENTIAL FURNITURE LOCATIONS. ELEC, SUB TO PROVIDE COMM-ETE LAYOUT AS RSS'D EIY CODE, INCLUDING ALL APPLIANCE' REfitJIREMENT'S (OUTLETS FOR APPLIANCES NOT SNOWN), R• SCyFFlTd INDICATED WITFI WALL P4011N1'ED FAN (SIDE DISGHARC.E), CANNOT EXCEED �. � ,•.,,.r.•µ �, SPACE. VERIFY FAN AND GRILL SIZE CAN BE ACCOHWATED WITWIN THIS K IT,: TCN N L Y AT I ONS , 14 to. FOR uarr FIXTURE SCHEDULE � S/AS.I. 1/4' I'-m' � 11157159/61!63 Hall Blvd 01-00012 BUP2001-001S011S2/1S RS of 65 0 ANL - _ �I1Ij f I+I''ifil Iflll+;ll Illlilll! 1'; w _ ,.,y,: �I II:II, 1`ir; `I f I nilll VIII IuIIIIII�r1Illlllllllnlr I nllli I un 1111! u) nglllr IIIIII II llnlun�I111IfIllluly ui 1I�11►nI I II Ilulnull nlu 11 I fig I ntllnrl u .rrr t b I f :Cww.ia 1 ! 1 i$ 13 IL le it ti 1 Ep �" 0 ' - �! !QI gS. .� 4 Ed Z13 2'f E® 20 30 +a r r. • l t T, L t 1 n ♦ t ry ' r, -