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HomeMy WebLinkAboutPermit M98-0161 - LA QUINTA INN (PURGED)Purged December, 2001 according to Public Records Retention Schedule and Destruction Authorization dated August 3,2000. Disposition Authority Number S00-14. m98-0161 la quinta inn 7200 fun center way NRcle C201 HORIZONTAL CONTROL PLAN C301 SITE PAVING, SIGNAGE & STRIPING PLAN C401 GRADING AND DRAINAGE PLAN C401.1 GRADING AND DRAINAGE PLAN C501 UTILITY PLAN C601 UTILITY COORDINATION PLAN C701 SEDIMENT AND EROSION CONTROL PLAN C901 PAVING DETAILS C1001 CIVIL SITE IMPROVEMENT DETAILS C1001.1 SITE IMPROVEMENT DETAILS C1001.2SITE IMPROVEMENT DETAILS C1101 SITE DETAILS C1201 ARCHITECTURAL SITE PLAN LANDSCAPE L -1 LANDSCAPE PLAN L -2 ' LANDSCAPE LEGEND, NOTES & DETAILS.. L -3 IRRIGATION PLAN'' L -4 IRRIGATION LEGEND, NOTES & DETAILS. L103 ENLARGED COURTYARD PLAN L104 COURTYARD DETAILS L105 COURTYARD DETAILS POOL PD101 POOL, DETAILS PD102 POOL DETAILS CIVIL CIVIL ENGINEER OF RECORD: KPFF CONSULTING ENG. 111 S.W. 5TH AVENUE. STE. 2500 PORTLAND', OR. 97204 PHONE: (503) 227 -3251 TALAL SHAHBANDER GENERAL (INFORMATION B. BUILDING AREAS (SQUARE FEET) ALLOWABLE SWIMMING POOL EQUIPMENT BLDG. -TYPE V-N STORAGE AT DUMPSTER ENCLOSURE -TYPE V -N GUESTVANG - TYPE III 1 -HR MAXIMUM HEIGHT 4 STORIES BASIC AREA 13,500 SQ.FT. X2 MULTI -STORY 27,000 X1.375 - OPEN ON 3 SIDES (2.5% INCREASE/ FOOT OVER 20 FT.) 37,125 X2 - FIRE PROTECTION SPRINKLERS 74,250 SQ.FT. ALLOWABLE 68,614 SOFT. ACTUAL. C. CONSTRUCTION SUMMARY (199 UNIFORM BUILDING CODE) TYPE OF CONSTRUCTION 'vi /1994 14, 30: 52 A._.3004cs.dwq LL INN & ` SUITES r SHEET INDEX CIVIL ARCHITECTURAL A101 GUESTVANG FIRST FLOOR PLAN A102 GUESTWING SECOND FLOOR PLAN A103 GUESTWING A THIRD FLOOR PLAN A104 GUESTWING A FOURTH FLOOR PLAN A111 BUILDING ROOF PLAN A112 ROOF DETAILS A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A203 BUILDING EXTERIOR ELEVATIONS A204 EXPANDED PEDIMENT DETAILS A205 EXPANDED SIGN PEDIMENT DETAILS A211 LOBBY BUILDING SECTIONS A212 LOBBY BUILDING SECTIONS A213 GUESTWING BUILDING SECTIONS AND DETAILS A302 LOBBY BUILDING SECTIONS / DETAILS A304 GUESTWING WALL SECTIONS A305 WALL SECTIONS AND DETAILS A306 GUESTWING WALL SECTION DETAILS A306.1 GUESTWING WALL SECTION DETAILS A307 GUESTWING WALL SECTION DETAILS A308 GUESTMNG WALL SECTION DETAILS, A309 GUESPMNG WALL SECTION DETAILS' A310 ELEVATOR FIRE DOOR & GUESTWING DETAILS A310.1 AREA ISEPARATION WALL FIRE DOOR A401 ENLARGED LOBBY FIRST FLOOR PLAN A402 EXPANDED FLOOR PLAN DETAILS A403 EXPANDED FLOOR PLAN DETAILS A403.1, EXPANDED FLOOR PLANS / REFLECTED CEILING PLANS A404 EXERCISE ROOM, EXPANDED PLANS/ ELEVATIONS A405 STAIR PLANS A405.1! STAIR DETAILS & SECTIONS A406 ELEVATOR and SIGN TOWER PLANS and SECTIONS A407 TYPICAL DOUBLE GUESTROOM (A) A408 TYPICAL KING GUESTROOM (B) ARCHITECTURAL ARCHITECT OF RECORD: TODD & ASSOCIATES, INC. 4148 N. 48TH STREET PHOENIX, ARIZONA 85018 PHONE: (602) 840 -2795 FAX: (602) 840 -9469 WALLY LASSILA A. SUMMARY OF WORK THIS PROJECT CONSISTS OF A NEW LA QUINTA INN HOTEL FACILITY OF 153 GUESTROOMS, SWIMMING POOL, MEETING ROOM AND ANCILLARY PUBUC AMENITIES. THE LOBBY AND GUESTWING. BUILDINGS ARE FULLY SPRINKLERED. 1. CONSTRUCTION TYPE III- 1HR. 0 GUESTVANG & TYPE V -1HR 0 LOBBY BUILDING 2: USE GROUP R -1' RESIDENTIAL A -3. ASSEMBLY S -1 STORAGE AND SWIMMING POOL BUILDING, - CONSTRUCTION TYPE V -N LOBBY BLDG. - TYPE V -1HR. MAXIMUM HT. 3 STORIES BASIC AREA 10,500 SQ.FT. 01.575 - OPEN ON 3 SIDES 21,000 (2.5% INCREASE/ FOOT OVER 20 FT.) X2 - FIRE PROTECTION SPRINKLERS 33,075 SOFT. ALLOWABLE 16,992 SQ.FT. ACTUAL III - 1HR. V - THR. 1. AREA SEPARATION WALLS: 4 HOUR F.R. 2. OCCUPANCY SEPARATION WALLS: 3. SEPARATION WALL BETWEEN TYPE III -1HR.. AND V -THR.: 4 HOUR F.R. 4.' EXTERIOR NON - BEARING WALLS: GREATER THAN 40 FEET 1 HOUR N/C 5.1 EXTERIOR BEARING WALLS: 2 HOUR N/C 6'' INTERIOR BEARING WALLS: 2 HOUR N/C 7.' SHAFT 'WALLS/ STAIR WALLS: 2 HOUR N/C GUESTROOM SEPARATION'S WALLS: NON BEARING: 1 HOUR N/C BEARING: 2 HOUR N/C 9. CORRIDOR WALLS, NON BEARING: 1. HOUR N/C 10., MECHANICAL ROOM WALLS: 1 HOUR N/C 11. STORAGE ROOM WALLS: 1 HOUR N/C 1 HOUR 12. EXTERIOR DOORS: :0 HOUR 0 HOUR 13. INTERIOR DOORS - CORRIDORS: 20 MIN. 0 GUESTROOMS 20 MIN. 0 GUESTROOMS 13. INTERIOR DOORS - CORRIDORS: 45 MIN. 0 VEND., STOR. 45. MIN. 0 VEND., STOR. 14. DOORS IN SHAFTS (2 -HR ASSEMBLY) IE; STAIRS, ELEVATORS, UNEN CHUTES: 1 1/2 HOUR N/C 1 1/2 HOUR N/C 15. FLOOR CEILING ASSEMBLIES: 2 HOUR 1 HOUR 16. ROOF /CEILING ASSEMBUES: 1 HOUR N/C 1 HOUR 1 HOUR 1 HOUR 1 HOUR 1 HOUR 1 HOUR, 1 HOUR 1 HOUR 1 HOUR STRUCTURAL STRUCTURAL ENGINEER OF RECORD: CARUSO TURLEY SCOTT, INC. 2702 N. 44TH STREET, SUITE 200 PHOENIX, ARIZONA 85018 PHONE: (602) 912 -9120 FAX: (602) 912 -9390 LARRY G. LINDELL 17. STRUCTURAL FRAME: 18. FOUNDATIONS: 19. ROOF COVERING: 20. WALL COVERING: 21. SIGNAGE: A408.1 TYPICAL KING GUESTROOM W /SOFA (B1) A408.2 SPECIAL KING GUESTROOM (B2 A409 TYPICAL DELUXE KING SUITE (G A409.1 TYPICAL 2ND FLOOR LOBBY SUITE (H) A409.2 TYPICAL 3RD FLOOR LOBBY SUITE (J) A410 TYPICAL BARRIER FREE DOUBLE GUESTROOM (C & D) A411 TYPICAL BARRIER FREE KING GUESTROOM (F & E) A412 TYPICAL DOUBLE BATHROOM LAYOUT (A) A412.1 SPECIAL BATHROOM LAYOUT 0 MECH. SHAFT A413 TYPICAL KING BATHROOM LAYOUT (B & G) A414 TYPICAL BARRIER FREE DOUBLE BATHROOM LAYOUT (C & D) A415 TYPICAL BARRIER FREE KING BATHROOM LAYOUT W/ ROLL-IN SHOWER (F & E) A416 TYPICAL 2ND FLOOR LOBBY SUITE (H) BATHROOM LAYOUT A417 TYPICAL 3RD FLOOR LOBBY SUITE (J) BATHROOM LAYOUT A418 BARRIER FREE DETAILS A421 1ST FLOOR REFLECTED CEILING PLAN A422 2ND FLOOR REFLECTED CEIUNG PLAN A423 3RD FLOOR REFLECTED CEILING PLAN A424 4TH FLOOR REFLECTED CEILING PLAN ' A431 CONSTRUCTION, DETAILS A432 CONSTRUCTION DETAILS A438 GUESTWING PARTITION DETAILS A438.1 GUESTWING PARTITION TYPES A438.2' GUESTVANG PARTITION TYPES A504 WINDOW SCHEDULE A505 DOOR SCHEDULE A601 DOOR / WINDOW AND SHUTTER DETAILS A602 DOOR DETAILS D. OCCUPANCY ANALYSIS MIXFD ARFA OCCUPANCY AREA CAI CIII ATIONS HOTEL (R -1) ASSEMBLY (A -3) NOT APPLICABLE MINOR OCCUPANCY DOES NOT EXCEED 10% OF FLOOR AREA. STORAGE AT DUMPSTER (0-1) 3. STAIRS A. WIDTH: 44" MINIMUM. La Quinta Inn N.E.C. INTERURBAN AVENUE GRADY WAY TUKWILA, WASHINGTON MECHANICAL/ PLUMBING AND ELECTRICAL MECHANICAL/ELECTRICAL ENGINEER OF RECORD: SULLIVAN DESIGNS,' INC 7878 N. 16TH STREET, #270 PHOENIX, ARIZONA 85020 PHONE: (602) 943 -8424 FAX: (602) 943 -7931 MIKE TIBBEN 1 HOUR, CONC. MASONRY UNIT BEARING WALLS WITH PRE -CAST CONCRETE PLANK FLOORS AND PREFAB WOOD ROOF TRUSSES AND METAL ROOF PANELS SPREAD FOOTINGS AND SLAB .ON GRADE. METAL ROOF PANELS. INTERIOR - FIRE RESISTANT GYPSUM BOARD. EXTERIOR - GYPSUM SHEATHING WITH EXTERIOR INSULATED FINISH' SYSTEM. EXIT. SIGNS AT STAIRS AND DOORS TO THE EXTERIOR. LOW LEVEL EXIT SIGNS PROVIDED IN ALL CORRIDORS SERVING GUEST ROOMS. MOUNTING HEIGHT AT 8" A.F.F. AND ADJACENT TO FRAME OF EXIT DOORS. 1 85,606 SO. FT. 1611 SO, FT. 55 SQ. FT. ACTUAL OCCUPANCY CALCUI EDONS (SFF RIIII DING FLOOR PLANS FOR ITEMI7FD NUMBERS) 1. LOBBY / GUESTWING A. TOTAL STORIES: THREE B. OCCUPANCY: R -1 C. TOTAL SQUARE FOOTAGE: 6,066 S.F. D. PUBUC AREAS: 1ST FLOOR HANDICAP ACCESSIBLE. 2. GUESTROOMS A TOTAL STORIES: SIX B. OCCUPANCY: R -1 C. 8 HANDICAP ACCESSIBLE GUESTROOMS INCLUDING ACCOMODA- TIONS FOR PERSONS W/HEARING.IMPAIRMENT REQUIRED. D. 6 ADDITIONAL HEARING IMPAIRED GUESTROOMS REQUIRED E. EGRESS ANALYSIS 1. OCCUPANCY LOAD FACTORS: A. LOBBY: TWO EXITS REQUIRED AND PROVIDED. B. MEETING ROOM: TWO EXIT REQUIRED. 1,235 4 15 =82 (OCCUPANCY LOAD 50 OR OVER): TWO EXITS PROVIDED, C. LAUNDRY: ONE EXIT REQUIRED AND PROVIDED. 2. EXIT ILLUMINATION: ONE FOOT CANDLE MINIMUM AT FLOOR LEVEL. EXIT SIGNS AT REQUIRED LOCATIONS AS APPROVED BY THE LOCAL BUILDING OFFICIAL PRIOR TO CERTIFICATE OF OCCUPANCY. A701A REGISTRATION DESK MILLWORK PLANS A701B REGISTRATION DESK MILLWORK ELEVS. A701C REGISTRATION DESK MILLWORK SECTIONS A701D REGISTRATION DESK MIU.WORK DETAILS A701E REGISTRATION DESK MILLWORK DETAILS & SECTIONS A701F REGISTRATION DESK MILLWORK DETAILS A702A BREAKFAST BUFFET MILLWORK PLANS A702B BREAKFAST BUFFET SECTIONS &'DETAILS A703 MILLWORK ELEVATIONS & DETAILS A704A WORKROOM & MEETING ROOM MILLWORK A7048 WORKROOM AND MANAGERS OFFICE DETAILS A705 KING ROOM EXTENDED STAY CABINET MILLWORK A706 FALSE FIREPLACE ELEVATIONS & DETAILS A707 LOBBY ELEVATIONS & DETAILS A708 LOBBY FOUNTAIN DETAILS D101 FINISH SCHEDULE D102 FINISH INDEX D103 GUESTWING '1ST FLR. BASE AND FLOOR FINISH PLAN D103.1 GUESTIMNG 2ND FLR. BASE AND FLOOR FINISH PLAN D104' 'GUESTMNG',3RD FLR. BASE AND FLOOR FINISH PLAN D105 GUESTWING, 5TH FLR. BASE AND FLOOR FINISH PLAN D106 1ST FLOOR', SIGNAGE PLAN DETAILS D106.1 2ND FLOOR SIGNAGE PLAN DETAILS D107 3RD FLOOR SIGNAGE PLAN DETAILS D108 .4TH ,FLOOR! SIGNAGE PLAN DETAILS I 10109 ENLARGED LOBBY FLOOR & BASE FINISH PLAN 10110 ENLARGED LOBBY TILE PLAN /DETAILS I 10111 ENLARGED LOBBY FURN. /ACCESS. &';SIGNAGE PLAN ID112 LOBBY INTERIOR ELEVATIONS ' 10113 LOBBY INTERIOR ELEVATIONS I 10114 INTERIOR SIGNAGE ELEVATIONS & INSTALLATION NOTES STRUCTURAL 5001 GENERAL STRUCTURAL NOTES AND 1.0.5. 5002 TYPICAL DETAILS 01 -19 5003 SCHEDULES BUILDING AREA AREA 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR TOTAL GROSS AREA 24,296 S.F. 22,215 S.F. 22,049 S.F. 17,046 S.F. 85,606 S.F. OCCI (PANT I GAD CAI GUI ATIONS LOBBY - STORAGE 1 GUESTVANG FIRST FLOOR - SECOND FLOOR - THIRD FLOOR FOURTH FLOOR - TOTAL OCCUPANTS - FIRE PROTECTION FIRE PROTECTION ENGINEER OF RECORD: SCHIRMER ENGINEERING CORP. 1701 AL COLLINS BLVD., SUITE 235 RICHARDSON, TEXAS 75080 PHONE: (972) 234 -1617 FAX: (972) 234 -2753 STEVE KRONE F. ROOM COUNT - PROVIDED 1. TOTAL NUMBER OF DOUBLES 2. NUMBER OF KINGS 3. NUMBER OF 'KING WITH SOFA 4. TOTAL NUMBER OF SUITES TOTAL NUMBER OF HANDICAP ACCESSIBLE ROOMS (FOUR WITH' ROLL -IN SHOWERS, SIX ADDITIONAL W/ HEARING IMP.) S101 GUESTWING FOUNDATION PLAN S101A LOBBY FOUNDATION PLAN 5102 GUESTWING 2nd FLOOR FRAMING PLAN S102A LOBBY.2nd FLOOR FRAMING PLAN 5103 GUESTWING 3rd FLOOR FRAMING PLAN S103A LOBBY'3rd FLOOR FRAMING PLAN 5104 GUESTWING 411-1 FLOOR FRAMING PLAN S104A LOBBY ROOF FRAMING PLAN S111 GUESTWING ROOF FRAMING PLAN 5201 FOUNDATION DETAILS 101 -119 5202 FOUNDATION DETAILS 121 -139 S301 LOBBY ROOF FRAMING DETAILS 201 -219 5302 LOBBY ROOF FRAMING DETAILS 221 -239 S303 LOBBY ROOF FRAMING DETAILS 241 -259 S401 PRECAST FLOOR FRAMING DETAILS 301 -319 S402 PRECAST FLOOR FRAMING DETAILS 321 -339 S403 STAIR FRAMING DETAILS 341 -359 S501 GUESTWING ROOF FRAMING DETAILS 401 -419 S502 GUESTMNG FRAMING DETAILS 421 -439 MECHANICAL MP001 MECHANICAL & PLUMBING LEGENDS,NOTES & CALCS. M101 'GUESTWING - FIRST FLOOR MECHANICAL PLAN M102 GUESTWING - SECOND FLOOR MECHANICAL PLAN M103 GUESTWING - THIRD FLOOR MECHANICAL PLAN M104 GUESTWING - FOURTH FLOOR MECHANICAL PLAN 1M112 GUESTWING MECHANICAL ROOF PLAN M401A ENLARGED LOBBY MECHANICAL PLAN M402A ENLARGED LOBBY 3rd FLR. &'� ROOF MECHANICAL PLAN M501 MECHANICAL SCHEDULES M502 MECHANICAL DETAILS M901 ENLARGED ROOM PLANS M902 EXHAUST RISER DIAGRAMS AND DETAILS M903 MECHANICAL DETAILS LANDSCAPE ARCHITECT LANDSCAPE ARCHITECT', OF RECORD: WEISMAN DESIGN GROUP INC. 2329 E. MADISON ST. SEATTLE, WASHINGTON 98112 PHONE: (206) 322 -1732 FAX: (206) 322 -1799 MIKE KLEER. 08 52 25 12 8 TOTAL. NUMBER OF GUESTROOMS '.153 G. PARKING SUMMARY 1. NUMBER OF STANDARD PARKING STALLS 109 2. NUMBER OF COMPACT PARKING STALLS 47 3. NUMBER OF HANDICAP ''..PARKING STALLS (5 CAR, I VAN) 6 TOTAL NUMBER OF PARKING STALLS = 162'. TOTAL NUMBER REQUIRED = 161 H. GENERAL NOTES 1. APPLICABLE CODES: ZONING ORDINANCE FOR THE CITY OF TUKWILA, WA 1994 UNIFORM BUILDING CODE 1994 UNIFORM MECHANICAL CODE 1094 UNIFORM PLUMBING CODE 1993 NATIONAL ELECTRIC CODE 1994 ANSI HANDICAPPED CODE 1994 NFPA' 13 AUTOMATIC SPRINKLER SYSTEMS CODE (UBC), 1994 NEPA 14 STANDPIPE SYSTEM CODE (UBC) 1994 NEPA FIRE ALARM SYSTEMS CODE (UFC) ELEVATOR - ANSI A17.1 (UM 'CHAPTER 30 AND ADA) 2. ACCESSIBILITY REQUIREMENTS PER THE AMERICAN DISABILITIES ACT. 3, COMPLY WITH ALL APPUCABLE CODES, ORDINANCES, RULES REGULATIONS, ORDERS AND/OR OTHER LEGAL REQUIREMENTS OF ADMINISTRATIVE AUTHORITIES HAVING .JURISDICTION. 4. FIELD VERIFY ALL EXISTING DIMENSIONS AND COORDINATE BEFORE COMMENCING WORK,', AND PROMPTLY INFORM THE LA QUINTA REPRESENTATIVE OF ANY SUBSTANTIVE DISCREPANCIES. 5. CALCULATED, DIMENSIONS GOVERN OVER SCALED DIMENSIONS. 6. ANY "UL" NUMBERS 'SHOWN ON THESE DOCUMENTS ARE I BASED ON THE 1996 ISSUE OF THE UNDERWRITERS LABORATORIES, INC.' FIRE RESISTANCE DIRECTORY. 7. SIZE, PLACEMENT AND ORIENTATION OF FRAMING MEMBERS ON STRUCTURAL DRAWINGS SUPERSEDE SIZE, PLACEMENT, AND ORIENTATION ON FRAMING MEMBERS SHOWN ON THE ARCHITECTURAL DRAWINGS.' SPRINKLER, PLUMBING.. MECHANICAL OR ELECTRICAL CONTRACTORS NOT TE OR CUT STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL OM THE 51RUCT(IRAE ENGINEER. PLUMBING ■moil■ NI Moo •'ILIiIU slam P101 GUESTWING - FIRST FLOOR DRAINAGE PLAN P102 GUESTWING - SECOND FLOOR DRAINAGE PLAN P103 GUESTWING - THIRD FLOOR DRAINAGE PLAN P104 GUESTWING - FOURTH FLOOR DRAINAGE PLAN P105 PLUMBING ROOF PLAN P201 GUESTWING - FIRST FLOOR WATER & GAS PLAN P202 GUESTWING - SECOND FLOOR WATER & GAS PLAN P203 GUESTWING - THIRD FLOOR WATER & GAS PLAN P204 GUESTWING - FOURTH FLOOR WATER & GAS PLAN P211 ENLARGED PLUMBING PLANS P212 ENLARGED GUEST UNIT PLUMBING PLANS P401A ENLARGED LOBBY DRAINAGE PLAN P401B ENLARGEb LOBBY WATER & GAS PLAN P501 PLUMBING RISER DIAGRAMS P502 PLUMBING RISER DIAGRAMS P503 PLUMBING RISER DIAGRAMS P504 PLUMBING RISER DIAGRAMS P505 PLUMBING RISER DIAGRAMS P506 PLUMBING RISER DIAGRAMS P507 PLUMBING DIAGRAMS AND GAS DIAGRAM P508 PENETRATION DETAILS ELECTRICAL E001 ELECTRICAL SYMBOLS, GENERAL NOTES AND LIGHTING FIXTURE SCHEDULES E002 ELECTRICAL SITE PLAN E003 ENLARGED COURTYARD PLAN E101 GUESTWING - FIRST FLOOR POWER PLAN 0102 GUESTWING - SECOND FLOOR, POWER PLAN E103 GUESTWING - THIRD FLOOR POWER PLAN E104 GUESTWING - FOURTH FLOOR POWER' PLAN E107 GUESTWING - ATTIC PLAN E108 LOBBY .ROOF POWER PLAN REVISIONS 0 A A DATE 9.' COMPLETION OF CONSTRUCTION. (HE BUILDING INSPECTION DEPARTMENT WILL NOT ISSUE A FINAL INSPECTION OR CERTIFICATE OF OCCUPANCY WITHOUT THIS INSPECTION. 10. THE NATURAL GAS SERVICE SHALL BE LOCATED AT LEAST TEN(10) EET FROM THE AUTOMATIC FIRE SPRINKLER FIRE DEPARTMENT CONNECTION AND FROM ANY OUTSIDE CONTROL VALVES FOR THE SPRINKLER SYSTEM. 11. INTERIOR FINISHES OF WALLS AND CEILINGS SHALL HAVE A FLAME SPREAD RATING OF NOT GREATER THAN ALLOWED FOR THE FOLLOWING CLASSES: CLASS I' -. CORRIDORS OTHER THAN IN THE GUESTWING, STAIRS CLASS 31 - GUESTWING CORRIDORS, LOBBY AREAS CLASS '10 GUESTROOMS, MEETING ROOMS i WSEC APPROVED To the bent of my knowledge and ability, these' plan n to nna pliaaea with fhe requirements of tlfe I EC as IfaI kid below: Ed4elope 'M Ltin 111070,3 9 PE Signal b Reg. # Date E201 GUESTWING - FIRST FLOOR LIGHTING PLAN E202 GUESTWING - SECOND FLOOR UGHTING PLAN E203 GUESTWING - THIRD FLOOR LIGHTING PLAN E204 GUESTWING - FOURTH FLOOR UGHTING PLAN E301 ELECTRICAL RISER DIAGRAMS E302 ELECTRICAL FIRE PENETRATION DETAILS E401 ENLARGED LOBBY POWER PLAN E402 ENLARGED LOBBY LIGHTING PLAN E403 EXPANDED ROOM PLANS - POWER E404 EXPANDED ROOM PLANS - LIGHTING E405 TYPICAL DOUBLE GUESTROOM (A) E406 EXPANDED ROOM PLANS E501 ONE -LINE DIAGRAM E502 LOAD CALCULATIONS E503 PANELBOARD SCHEDULES E504 PANELBOARD SCHEDULES E505 PANELBOARD SCHEDULES E506 WASHINGTON STATE ENERGY CODE FIRE PROTECTION FA101'FIRST FLOOR FIRE ALARM PLAN I FA102 SECOND FLOOR FIRE ALARM PLAN FA103 THIRD FLOOR FIRE ALARM 'P PLAN LAR M L N FA104'FOURTH FLOOR FIRE ALARM PLAN FA105 ATTIC FIRE ALARM PLAN FA201 FIRE ALARM SYSTEM DETAILS. NOTES AND LEGEND FA202 FIRE ALARM SYSTEM, RISER, AND NOTES FP101 FIRST 'FLOOR FIRE SPRINKLER PLAN FP102 SECOND FLOOR FIRE SPRINKLER PLAN FP103 THIRD' FLOOR FIRE SPRINKLER PLAN FP104 FOURTH FLOOR FIRE SPRINKLER PLAN FP105 ATTIC, FIRE SPRINKLER PLAN FP201 STANDPIPE, FIRE PUMP DETAILS AND NOTES FP202 STANDPIPE RISER DETAILS AND NOTES ABBREVIATION LEGEND DS TD SD SIN OPP HAND SC SYMBOLS LEGEND 10 -A101 10 -A101 ROOM NAME I too I P ^ -1 00 011;. T,O,B,' 100.0' O 15.08 I A101 3. DOWNSPOUT TOWEL DISPENSER SOAP DISPENSER SIMILAR OPPOSITE HAND ON CENTER /G GARY() TODD Ur WASHINGTON - COLUMN LINE INDICATOR WALL TYPE BUILDING SECTION INDICATOR WALL SECTION INDICATOR PARTIAL SECTOR INDICATOR EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR ROOM NAME & NUMBER FINISH COLOR INDICATOR WINDOW INDICATOR DOOR NUMBER INDICATOR HEIGHT ELEVATION INDICATOR PLAN ELEVATION INDICATOR DETAIL'' INDICATOR ACCESSORY /EQUIPMENT INDICATOR KEYNOTE INDICATOR CIIYOFILKWILA AUG 1 3 1998 PERMIT CENTER • a. c- the 1J VICINITY MAP NTS FOR INFORMATION ONLY RECEIVED CITY OF TUKWILA AUG 1 3 1998 PERMIT CENTER Revision: Sheet C -101 Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (602840 -9469 Job# 97303041 Dater 8-O4- 0e Sheet Description: BOUNDARY AND TOPOGRAPHIC SURVEY Shts 98008 -t, , PN 1135.92 1019 20 LOBBY FF=25.00 N 1181.65 E 967.77 0 I-1H 1347.38 E 1399.68 N 1296.30 E 1384.00 ARCHITECTURAL FEATURED 'ENCE, S E ARCH. PLANS 'OR DETAIL E 1369.48 N 1449.04 SO E .51 331.09 1456.0 E 1326.25 N 1219.79 E 1322.60 10 N 1241.24 E 1308.54 N 1540.84 E 1299.71 51• „, r 0.30 \9 .4 N7730 581'24' / N 1099.92 E 1153.10 ARCHITECTURAL FEATURED FENCE, SEE ARCH. PLANS FOR DETAIL 70. 1 . 1,17 -- 00 • 55 55. CONTROL POINT N 1000.00 E 1000.00 N 1033.90 E 1042.46 0 '20" .00 0 90' 1-,H ,n=2245' R=163. L=64.7 I GRAPHIC SCALE 15 JO 00 (n FEEfl , 1 Inch 90 ft. N 1030.69 E 943.42 L 253 03' 16 163.0O .,-. N 1066.25 90' Sa '48,08 C N 1068.77 .90 6 14 13 °°'E. NOTE: PLAN IS ROTATED TO MATCH ARCHITECTURAL PLAN ORIENTATION N 1221.70 /E887,07 0 3. EXISTING USE: 4. PROPOSED USE: 5. OWNER/DEVELOPER: VICINITY MAP PROPOSED CURB & GUTTER PROPOSED CURB PROPERTY LINE PROPOSED CENTERLINE (C) PROPOSED CATCH BASIN (CB) PROPOSED YARD INLET (YI) PROPOSED MANHOLE (smH/somH) PROPOSED CLEANOUT (COTG) PROPOSED FIRE HYDRANT (PH) BFP COTG DDC FDC SMH SDMH SITE SITE LEGEND BACKFLOW PREVENTER CLEANOUT (TO GRADE) DOUBLE DETECTOR CHECK VALVE FIRE DEPARTMENT CONNECTION SANITARY MANHOLE STORM DRAIN MANHOLE EXISTING FEATURES SCREENED C-101 BOUNDARY &TOPOGRAPHIC SURVEY C-201 HORIZONTAL CONTROL PLAN C-201.1 HORIZONTAL CONTROL PLAN C-301 SITE PAVING, SIGNAGE & STRIPING PLAN C-401 GRADING & DRAINAGE PLAN C-401.1 GRADING & DRAINAGE PLAN FOR COURTYARD C-501 UTIUTY PLAN 07.801 uTiuTy COORDINATION PLAN C-701 SEDIMENT & EROSION CONTROL PLAN C-901 PAVING DETAILS C,1001 SITE IMPROVEMENT DETAILS 0 SITE IMPROVEMENT DETAILS mci)-ok" • • GENERAL NOTES: 1. SITE AREA: 5.85 ACRES 2. EXISTING ZONING: C/LI COMMERCIAL / LIGHT INDUSTRIAL VACANT 4-STORY HOTEL LA OUINTA INNS, INC. 112 E. PECAN STREET SAN ANTONIO, TEXAS 78025 (210) 302-6000 6. VERTICAL DATUM: NG-VD 1929, AS REPORTED BY THE NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP No. 53033 C 0978 F, LAST REVISED MAY 16, 1995. 7. BENCHMARK: RM331 CHISELED SQUARE IN THE ANGLE POINT OF THE NORTHEAST WING WALL OF THE CONCRETE INTER-URBAN AVENUE BRIDGE OVER THE GREEN ROAD ESTABLISHED BY CH2M HILL. 8. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY APPLIED GEOTECHNOLOGY. INC.. 300 120th AVE., N.E., BUILDING 4, SUITE 215, BELLEVUE, WA 98009, DATED . SEE SHEET C-101. 9, ALL CONSTRUCTION SHALL CONFORM TO CITY OF TUKWILA DEVELOPMENT REGULATIONS. ALL CONSTRUCTION SHALL ALSO COMPLY WITH KING COUNTY, STATE OF WASHINGTON AND FEDERAL CODES STANDARDS AND REGULATIONS. 10, SOIL EROSION MEASURES SHALL BE ERECTED PRIOR TO ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION UNTIL PERMANENT VEGETATIVE COVER HAS BEEN ESTABLISHED (SEE SHEET C701 FOR SEDIMENT AND EROSION CONTROL PLAN). 11. THE CONTRACTOR SHALL MAINTAIN THE EROSION CONTROL DEVICES DURING ALL PHASES OF CONSTRUCTION, CLEANING OUT AND REMOVING ALL ACCUMULATED SILT AND SEDIMENT WHENEVER SAID DEVICES ARE HALF FULL. 12. ALL, DIMENSIONS ARE TO FACE OF CURB OR FACE OF BUILDING. UNLESS OTHERWISE SHOWN. 13. LOCATE AND DEFINE THE BASIS OF COORDINATES, N1000, E1000 AT THE SOUTHERN MOST PROPERTY CORNER, (SEE DRAWING) 14. ALL UTILITY STRUCTURES ARE LOCATED TO THE CENTER OF THE STRUCTURE. REFERENCE THE FOLLOWING SHEETS: C-1101 SITE DETAILS L-101 PERIMETER PLANTING PLAN L-102 COURTYARD PLANTING PLAN L-103 COURTYARD HARDSCAPE PLAN L-104 COURTYARD DETAILS L-105 COURTYARD DETAILS L-108 PLANTING DETAILS L-107 IRRIGATION PLAN PD-101 ,POOL DETAILS PD-102 POOL DETAILS CITY MIS 1 3 1998 PERMIT CEZT"-11 • Conauffiv Engineers In S.W. Filth Avenue Suite 2600 Portland, °mon 97204 603,227-3261 FAX 603-227-7020 Revision: CO mogo lins:7: 14 : r1111 r•vkiviir. epsn Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX 840.4195 FAX (602) 840-9469 Job# 973030.01 Date: 8 Sheet Description: HORIZONTAL CONTROL PLAN Sheet of C-201 Shts. 98008- :4 LINE DATA LENGTH DELTA C1 22.00' UNE .DIRECTION , .. ' DISTANCE b. ,+ , L1 ,., N2511 41 E.,!' r81.82' C3 L2. N6519'20 "E 8.22', C4 3.00' L3 524'20'40 "E '15.00 ' 3.00' 5.28' L4 N6519'20 "E 37.00' 7.38' 169'039 L5 , `' S24"20`40 "E _ 14.00' 971 42 - C8 L6 S24'20`40 "E 13.00 C9 50.00' L7 N6519'20 "E '" • 66.26' 58.00' 92.44' L8 : N24'20'40 "W 13.00' 91.73' 65'41'58" L9 . °`N65'39'20 "E; 40.00' 136'56'1 C13 L10 N651920'E' 90.00 C14 3.00' L11 N24 20 40 W _ 12.42' 3.00' 5.17' L12 954'43' 8.09' 7 08'42'43' L13 524'20'40 "E 14.36' 123'27'21" C18 L14 N35'16 12.96' C19 15.00' L15 53516'41 "E 12.00' 3.00' 4.18' L16 S54'43 19 88.00' 5.47' 104'28'39" L17 554'43' " ! 90.00' 3011'21" C23 L18 N3596 41 W 14.00' C24 20.00' L19 5359 B 41 E 12.00' 28.00' 13.73' L20 S 351 B 41 E : 12.00' 7.35' 140'21'40" L21 554'43'19 "W 56.00' 48'26'21" C28 L22 N3516' 41 "W' 14.00' C29 28.00' L23 554'43'19 "W 90.00' 10.00' 24.03' L24 53516 41 E 12.00 19.29' 100'29'49" L25 53518'41 ° E'' 12.00' 77'02'55 C33 L26 S3516'41 ° E 14.00' C34 191.50 L27 S54' 43'19'W 69.91 2.00' 3.38' L28 S54'43' " W 104.01 28.71'' 74'46'55" L29 S3516'41 "E 12.59 L30 569'51' " 13.32 L31 N20'08' " 18.00 L32 S69'51' 37'W 25.69 L33 N20 0823 "W 1.44' L34 N2008 " W 4.1 L35 - S20'08'23'E 12.48 L36 520'08 "E: 13.98 L37 S69'51 37 W 81.00 L38 S69'51'37 "W 88.00' L39 S20'08'23 "E 13.00 L40 S20'08'23"E L41 S20'08 23 E 11.98 L42 S20'08'23 "E 13.98' L43 569'5137 -W 34.00 L44 520'08'23 "E 14.98' L45 N6911'37 "E 99.00' L46 S69'51 '37"W 56.02' L47 S20'08'23 "E 13.00' L48 N6911'37 "E 2.87' L49 S11'25'39 "E 12.69' L50 N7814'21 "E 7.27' L51 N11'25'39 "W 14.00' L52 N78'34'21 "E' 80.15' L53 S78'34'21 "W' 63.00' L54 N11'25'39 "W 13.00' L55 S11'25'39 "E'' 13.00' L56 N11'25'39 "W, 13.00' L57 S11'2539 "E 13.00' L58 S7814'21 "W 63.00' L59 N11'25'39 "W' 13.87' L60 N78'34 21 "E 81.00' L61 S11'25 39 "E 15.42' L62 S67'5818 "E 12.91' L63 S67'5818 E 15.81 L64 S22'01'42 "W 99.00' L65 liagiiIMIUMNI 63.00 L 66 S67'5818 =E- 15.62 L67 S8718'18 "E' 12.62' L68 S67'01'42 "W L69 N2218'18 "W 35.02 L70 S22'S8'18 "E 83.00 L71 567'0 L72 N2511 51 E 56.93' CURVE RADIUS LENGTH DELTA C1 22.00' 31:31' 8112'43" C2 15.00' 10.59'', 4027'28" C3 3.00' 4.71' 90'00'00' C4 3.00' 9.42' 180•00'00" C5 3.00' 5.28' 100'56'01" C6 2.50' 7.38' 169'039 C7 • 3.00' 5.11', 971 42 - C8 74.00' 72.46'! 56'06'02" C9 50.00' 42.34'' 48'31'20" C10 58.00' 92.44' 94'34'40" C11 80.00'' 91.73' 65'41'58" C12 3.00' 7.17' 136'56'1 C13 2.50' 3.93' 90'00'00" C14 3.00' 5.46' 104'11 OW C15 3.00' 5.17' 98'42'43" C16 50.00' 7 08'42'43' C17 3.00' 6.46' 123'27'21" C18 3.00' 4.27' 8118'17" C19 15.00' 19.63' 74'59'52" C20 3.00' 4.18' 7914'31" C21 3.00' 5.47' 104'28'39" C22 15.00' 7.99' 3011'21" C23 3.00' 7.07' 135'00'00" C24 20.00' 19.33' 55'22'28" C25 28.00' 13.73' 28'06'02" C26 3.00' 7.35' 140'21'40" C27 28.00' 23.67' 48'26'21" C28 63.73 • 52.93 • 47'35'04 C29 28.00' 34.10' 69'47'13" C30 10.00' 24.03' 137'42'09" C31 11.00' 19.29' 100'29'49" C32 10.00' 13.45' 77'02'55 C33 217.50 21.99' 05'47'30" C34 191.50 1.83'- 00'32'47 C35 2.00' 3.38' 96'44'16" C36 22.00' 28.71'' 74'46'55" 1- ge0ps.. RECEIVED OF TUKWILA AUG 1 3 1998 PERMIT CENTER Qons6ttlb9 Elgsass•S flf S.W Fifth Avernus Suit. i 2800 Portlai4.0figton 972041 803 -227 -3261 FAX 503 =227 -7080 Shee COORDINATE DATA POINT NO. NORTHING EASTING DESCRIPTION 0 989.33 972.67 FOC 02 1063.36 1007.50 FOC 03 1101.59 1025.06 FOC 04 1058.87 1032.53 FOC OS 1074.12 1086.24 FOC • 1077.51 1071.30 FOC 07 1144.72 1081.56 FOC OB 1181.20 1118.01 FOC 09 1114.81 1153.29 FOC 10 1119.58 1159.18 FOC 11 1187.33 1127.98 FOC C© 1208.36 1206.75 FOC 1© 1171.56 1232.85 FOC 14 1175.02 1237.55 FOC 15 1221.82 1204.72 FOC 18 1253.96 1250.44 FOC 1© 1257.43 1255.33 FOC 18 1227.00 1311,02 FOC 19 1242.61 1303.85 FOC ® 1282.99 1360.73 FOC 21 1317.49 1340.24 FOC ® 1306.75 1352.00 FOC • 1345.18 1391.97 FOC IQ 1344.60 1367.97 FOC ® 1416.94 1343.15 FCC ® 1427.10 1355.79 FOC ® 1444.00 1349.59 FOC ® 1447.78 1317.47 FOC • 1438.47 1321.60 FOC 1441.01 1299.01 FOC 1438.56 1293.34 FCC ® 1398.95 1306.18 FOC POINT NO. NORTHING EASTING DESCRIPTION 138.3.22 1307.97 FOC 1410.67 1217.29 FCC 1408.60 1211.86 FCC 1352.93 1225.35 FOC ® 1348.98 1220.41 FOC ® 1337.28 1188.49 FOC • 1374.51 11 FCC • 1372.13 1112.22 FCC ® 1313.11 1112.97 FOC ® 1300.63 1051.22 FOC ® 1356.25 1033.66 FOC O 1355.07 1027.78 FOC ® 1299.44 1043.34 FOC ® 1289.18 983.54 FOC F 1339.02 948.39 FOC ® 1325.38 935.42 FCC 49 1281.75 980.34 FOC ® 1223.35 956.71 FOC Q 1233.59 898.28 FOC ® 1217.13 895.45 FOC O 1186.75 952.86 FOC ® 1159.13 920.03 FOC ® 1160.45 936.75 FOC 506' 1169.07 979.48 FOC © 1146.05 1005.35 FOC ® 1114.66 1011.76 FOC 59 .1101.05 971.74 FOC 80 1086.88 944.22 FOC 61 1057.28 953.75. FOC © 1053.96 956.66 FOC 1002.44 932.42 FOC UTILITY STRUCTURE COORDINATE DATA POINT NO. NORTHING EASTING DESCRIPTION 0 1059.84 1027.09 FH 20 1175.01 1233.50 FH 30 1426.77 1300.47 FH .0 1121.16 1079.02 : SMH ® 1307.86 1342.33 SMH ©. 1353.37 1203.43 COTG Q 1331.55 1229.28 COTG ® 1273.71 1147.70 COTG 09 1215.87 1066.13 COTS ® 1121.16 1023.57 COTG L1 1087.14 1012.97 CB ® 1125.84 1107.81 CB 0 1194.80 1215.33 CD 14 1263.26 1329.26 CB ! 1346.33 1386.35 CB E 1428.45 1334.72 CB I7 1381.98 1222.70 CB E 1336.98 1079.61 CB 1266.85 941.28 CB 1114.49 1031.94 YI 1173.17 1127.66 11 El 0 0 0 0 1225.83 1031.94 YI . 1298.83 1304.59 YI POINT ' NO. NORTHING EASTING DESCRIPTION 1318.19 1350.46 11 1388.56 1324.49 1385.08 1276.54 1343.35 1253.27 1318.38 1218.06 1314.10 1188.17 1298.72 1190.33 1275.82 1158.03 1320.94 1125.70 YI 1283.56 1121.26 YI 1280.84 1138.62 11 1276.77 1086.87 YI 1271.97 1052.18 YI 1235.11- 1096.73 YI 1229.20 1075.01 YI 1218.88 1081.55 YI 1245.67 1040.36 '11 1245.26 1007.99 YI 1237.11 975.64 11 1222.76 943.51 YI 1178.36 981.82 VI 1152.51 1011.77 11 LIGHT POLE COORDINATE DATA POINT NO. NORTHING EASTING DESCRIPTION CD, 1071.26 1023.40 DOUBLE HEAD MOUNTED FIXTURE 2D 1127.98 1149.92 SINGLE HEAD MOUNTED FIXTURE 1: 1164.94 1228,49 SINGLE HEAD MOUNTED FIXTURE ® 1231.23 1311.70 SINGLE HEAD MOUNTED FIXTURE Q 1305.73 1385.14 SINGLE HEAD MOUNTT o FIXTURE © 1398,79 1373.70 SINGLE HEAD MOUNTED FIXTURE Q 1437.94 1324.39 SINGLE HEAD MOUNTED FIXTURE Q8 1397.43 1218.95 SINGLE HEAD MOUNTED FIXTURE 1360.88 1119.00 SINGLE HEAD MOUNTED FIXTURE 10 1342.92 1033.30 SINGLE HEAD MOUNTED FIXTURE 11 1325.06 943.64 DOUBLE HEAD! MOUNTED FIXTURE '12 1226.18 1 909.15 1 SINGLE HEAD MOUNTED FIXTURE 13 1161.83 934.09 SINGLE HEAD MOUNTED FIXTURE (=DI 1099.98 966.15 DOUBLE HEAD MOUNTED FIXTURE CURVE DATA Q 8 W c N.. _a `o p IS Architectur Planning/ Landscape Architecture 4148 North 48th Street Phoenix. Arizona' 85018 FAX (602) Job# 97300301 Date: '0,04 -OS Sheet Description: HORIZONTAL' CONTROL BEARING AND CURVE DATA Revision: LOBBY FF =25.00 SIDEWALK TYP MATCH d I WA �Li► (TYP) 25 24 --_- 24" CURB & GUTTER M.D. PVMT. C®01 NOT SHADED - (Tw.) /' ii \ 8\ SC 8` r. - -- 2 7 -- 24" URB &" GUTTE PROJECT MONUMENT SIGN STOP SIGN \ \� EXPO', '• °IK RE ATE. FIF ISH '0 OVER THI 3000 \PSI CONC. ` x6 '\(Ox1O WWF CROSSWALK j I TYPICAL SEE R MORE C1201 i! INFORMA RECEIVED CrrY OF TUKWILA AUG 1 3 IC PE41911T CENTL. Silts 24 25— SHEET LEGEND PROPERTY LINE CURB & GUTTER TRAFFIC FLOW ARROW CROSSWALK STRIPING PARKING BAY COUNT, HEAVY DUTY PAVING MEDIUM DUTY PAVING CONCRETE PAVING ink SAWCUT LINE — — — — — — EXISTING FEATURES ARE SCREENED PARKING NOTES 1. PARKING DATA : 162 SPACES PROVIDED REQUIRED PARKING: 159 SPACES REQUIRED. H.C. PARKING REQUIRED = 6 SPACES H.C. PARKING PROVIDED = 6 SPACES 2. BARRIER FREE ACCESSIBLE ROUTE SHALL START AT HANDICAP PARKING AND GO INTO THE PRIMARY ENTRANCE OF ALL NEW OR RENOVATED BUILDINGS OR TENANT SPACES. IT IS ALSO REQUIRED THAT THE PARKING SPACE BE AND ITS ADJACENT ISLE RELATIVELY LEVEL, THAT IS HAVE LESS THAN A 1:50 SLOPE, LESS THAN 2%. 3. HANDICAP PARKING SPACES SHALL BE AT LEAST 9 FT. WIDE AND BE PROVIDED WITH AN ADJACENT ACCESS AISLE OF NO LESS THAN 5 FT. WIDE TO COMPLY WITH 4.6.2 OF THE ANSI 1986 STANDARD. ADDITIONALLY, HANDICAP SPACES SHALL BE DESIGNATED AS RESERVED FOR THE DISABLED BY A SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. SUCH SIGNS SHALL BE 12 "x18" REFLECTIVE BLUE METAL SIGN ON A SURFACE: STATE OF CALIFORNIA APPROVED SIGNS ONLY. (2X OF TOTAL PARKING SPACES.) 4. FOR PARKING AREAS OVER 40 SPACES, 30% WITH A MINIMUM OF ONE, (1) OF, THE REQUIRED HANDICAP PARKING SPACES MUST BE DESIGNED TO HANDLE A SIDE LOADING VAN. THE SIZE OF THESE SPACES IS EIGHT (8) FT. PARKING WITH AN ADJACENT EIGHT (B) FT. ACCESS AISLE TO ACCOMODATE THE LIFT SYSTEM OF THE VAN (30% OF TOTAL HANDICAP PARKING SPACES). 5. RAMPS SHALL BE PROVIDED WHEREVER AN ACCESSIBLE ROUTE CROSSES A CURB OR IS PART OF AN ACCESSIBLE ROUTE THAT HAS A SLOPE OF GREATER THAN 1:20, RAMPS SHALL HAVE A MINIMUM WIDTH OF 3 FT. EXCLUSIVE OF FLARED SIDES AND A MAXIMUM SLOPE OF 1:12. ALL, PRIMARY ENTRANCES USUALLY CONSIDERED AS MAJOR POINTS OF PEDESTRIAN FLOW MUST BE ACCESSIBLE TO MEET THE REQUIREMENTS OF H.B. #797. 6. RAMP RUNS HAVING A RISE GREATER THAN 6 INCHES OR A HORIZONTAL PROJECTION GREATER THAN 6 FT. SHALL HAVE HANDRAILS ON BOTH SIDES. HANDRAILS SHALL COMPLY WITH 4.8.3 AND HAVE FEATURES OUTLINED IN 4.8.5 OF THE ANSI 117 -1- 1986 STANDARD. 7, USE 3000 PSI 0 28 DAYS PORTLAND CEMENT CONCRETE FOR ALL SIDEWALKS, CURBS, AND DRIVEWAYS. MINIMUM SIDEWALK THICKNESS SHALL BE 4— INCHES, B. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY CONTRACTOR, AT ALL TIMES. CONTRACTOR TO PROVIDE A TRAFFIC CONTROL PLAN TO THE CITY FOR REVIEW AND APPROVAL. 9. LOCATE AND DEFINE THE BASIS OF COORDINATES, N1000, E1000, AT THE SOUTHERN MOST PROPERTY CORNER. (SEE HORIZONTAL CONTROL PLAN FOR PROPERTY LINE COORDINATE REFERENCES) 10. ALL POLE MOUNTED FIXTURES ARE LOCATED TO THE CENTER OF POLE. 11. SEE ARCHITECTURAL PLANS FOR ACCESSIBLE RAMP LAYOUT AND CONSTRUCTION DETAILS, rn c i cg 0101 TRAFFIC FLOW DiRECTION A RROW NTS Comeau iAlgimors 111 8.W Fifth Avow, Suite 2600 Portland, OreQOn 97204 603- 227.3251 FAX 803- 227.7950 .L' Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX 802) 840- -9489 Job/ Date: 8 Sheet Description: SITE PAVING. 81CWAOE AND STRIPING PLAN Revision; RIM =23.80 IE =20.00 COTG !IE =17.78 COTG GUESTWING FF =25.00 RIM =23.80 IE= 20.0,0 RIM =23.80" IE =20.00 'TIP ;22 60 TP =23.00 � 9 RIM =23.80 IE =70.30 COTG LOBBY ' FF= 25.00 \ 12 "PVC __ YI 15 =0,010 24.3 RIM =23,80 IE =19.76 \ RIM-2 IE =19,42 tP3,30 8 P C V8 P C S V S =0.010 TP =23.70 =22.70 1P =22.40 TP =22.40 TP =23. TP = TP =22.30/ TP. =23.60 , 1 24 ' 5 9 TP- 23.40 TP =24. 50 TP =2 .5' YI tiq JQ RIM-23.80 `\2 P IE =20.00 2 Lf•� 0 05�� _ -- 2 "PVC PIPE TO/ DRAIN WATER SERVICE 1AOLT , 11.0 RIM =23,00 -- IN 12")SW =19.04 IN(4 ")NW =19.04 OUT(1;2r)NE =18,9f1 � I lVP =24.00 i i SEE SHEET C -401.1 FOR COURTYARD GRADING AND DRAINAGE INFORMATION. PER C,O.T2`STD.,DS -2 RIM=23.00 ' W(6 ")N =19:65 OUT(12 ")NE =19.55-_%" EARTHWORK QUANTITIES DESCRIPTION CUT (C.Y.) FILL (C.Y.) GRADING 2,697 1,554 TOTAL 2 ,697 1;554 GRAPHIC SCALE t' 'A 9l 'A 9S'OS.: 'n SHEET LEGEND PROPERTY LINE CENTERLINE EXISTING CURB & GUTTER EXISTING STORM DRAIN LINE EXISTING SANITARY LINE EXISTING WATER LINE EXISTING GAS LINE EXISTING CONTOUR PROPOSED GRADES (ADJ. DEVELOPMENT) PROPOSED CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM DRAIN LINE PROPOSED CATCH BASIN (C8) PROPOSED YARD INLET (YI) PROPOSED CLEANOUT (COTG) PROPOSED STORM DRAIN JUNCTION CHAMBER (SDJC) PROPOSED SANITARY SEWER MANHOLE (SMH) PROPOSED DRAINAGE SWALE - ,6","\., S =0.0200 MIN. IE =20.00 MIN. 5 LF. -4 ® 10 LF. -4 CONST. C.O.T. EXIST. IE HP L.F. MIN. PED. PVC CONSTRUCT (ED, ION) CITY OF TUKWILA EXISTING INVERT ELEVATION HIGH POINT LINEAL FEET MINIMUM PEDESTRIAN POLYVINYL CHLORIDE okca D(( CONNECT TO ROOF DRAIN. STUB 5' FROM FACE OF B FOR CONTINUATION. ® 15 LF. -4"SD ® 25 LF. ® 20 LF. -4 ® 30 LF. PVC RD S= 5D SOMH STD. TP TYP. EXISTING FEATURES ARE SCREENED RECENED CITY OF TUKWILA AUG 1 3 1998 PERMIT CENTER 50 ■ • • • • END ROOF DRAIN LDG. SEE MECH. PLANS -4 - S13 35 LF. -4 -4 - SD POLYVINYL CHLORIDE ROOF DRAIN SLOPE EQUALS STORM DRAIN STORM DRAIN MANHOLE STANDARD TOP OF PAVEMENT TYPICAL GRADING & DRAINAGE NOTES 1. THE CONTRACTOR SHALL THOROUGHLY FAMIUARIZE HIMSELF WITH AU. EXISTING SITE CONDITIONS BY SITE VISITATION, DETAILED REVIEW OF ALL CURRENT SITE PLANS, PREVIOUS INFORMATION OF SURROUNDING LAND USES AND ZONING CONDITIONS OR OTHER MATERIALS TO FULLY ASCERTAIN THE SCOPE OF THE WORK IMPLIED WITHIN THE PLANS. 2. THE CONTRACTOR SHALL REVIEW THE REPORT ENTITLED - GEOTECHNICAL EXPLORATION FOR THE PROPOSED LA QUINTA INN, U.S.A." AND ANY SUPPLEMENTAL REPORTS THERETO: AND FOLLOW ALL RRECOMMENDED PROCEDURES AND CONSTRUCTION OPERATIONS MADE THEREIN FOR REMOVAL OF EXISTING ASPHALT PAVEMENTS AND RECONSTRUCTION THEREOF AND THE REMEDIAL PROCEDURES AND OPERATIONS FOR PROPER SUBORADE COMPACTION AND STABILITY, THE CONTRACTOR SHALL PERFORM ALL OPERATIONS SPECIFIED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER AND SHALL PREPARE ANY SUPPLEMENTAL PLAN DOCUMENTS REQUIRED FOR THE CONSTRUCTION OPERATIONS SPECIFIED IN THE ABOVE PREFERENCED REPORT. 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ESTABLISHMENT AND MAINTENANCE OF HORIZONTAL AND VERTICAL BENCHMARKS THROUGHOUT THE DURATION OF THE PROJECT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AN - AS- BUILT' SURVEY OF ALL S1TE IMPROVEMENTS INCLUDING STORM AND SANITARY SEWER; SAID - AS- BUILT' SURVEY SHALL BE PERFORMED BY AN EXPERIENCED REGISTERED LAND SURVEYOR AND SHALL ILLUSTRATE ALL FINAL' GRADE ELEVATIONS, HORIZONTAL AND VERTICAL REPATIONSHIPS BETWEEN BUILT STRUCTURES AND PIPING, FINISHED GRADIENTS OF PIPES AND MATERIALS TYPES. THE CONTRACTOR SHALL RENDER THE AS -BUILT DRAWINGS AT AN ACCEPTABLE MEASURED SCALE(S) AND SHALL DELIVER A REPRODUCABLE COPY OF SAID "AS- BUILT" TO THE OWNER PRIOR TO APPUCATION OF FINAL PAYMENT. 5. A QUALIFIED GEOTECHNICAL ENGINEER, EMPLOYED BY THE OWNER SHALL MONITOR ALL EARTHWORK OPERATIONS AND SHALL PROVIDE TESTING AS TO THE STANDARDS AND QUAUTY OF BEARING SURFACES AND THE MINIMUM QUAUTY STANDARDS OF MATERIALS. THE GEOTECHNICAL ENGINEER SHALL MAKE THE SOLE INTERPRETATION OF ROCK AND UNSUITABLE SOILS AND SHALL MAKE RECOMMENDATIONS AS TO IFS REMOVAL OR FINAL DISPOSITION. 6. CONTRACTOR SHALL VERIFY ALL EXISTING MANHOLE RIMS IN PARKING LOT AREA TO BE RATED FOR VEHICLE TRAFFIC. REPLACE EXISTING MANHOLE RIMS IF THEY DO NOT MEET REQUIREMENTS. CONTRACTOR TO VERIFY EXISTING INVERT ELEVATION AND REPORT TO CIVIL ENGINEER PRIOR TO CONSTRUCTION. 7. THE CONTRACTOR SHALL LIMIT CONSTRUCTOR OPERATIONS TO THE PROJECT SITE AND SHALL PROTECT ADJACENT PROPERTIES AND PROPERTY OWNERS FROM ENCROACHMENT OF SOIL EROSION. 8. THE GRADING DESIGN CONCEPTS CONTAINED HEREIN ARE BASED UPON THE REFERENCED SURVEY LISTED IN "GENERAL NOTES NOTE /6 ON SHEET C -201. 9. MAXIMUM CUT OR FILL SLOPES - 2H: 1V. 10. THE SCOPE OF WORK IMPLIED WITHIN THIS PLAN INCLUDES ALL GRADING OPERATIONS FOR FINAL GRADE ELEVATIONS AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTH QUANTITIES, GRADING OPERATIONS AND MISCELLANEOUS HAI!UNG AND /OR DISPOSAL OPERATIONS TO RENDER THE SITE TO THE FINAL CONTOUR AND GRADE ELEVATIONS SHOWN ON THE PLAN. FILL REQUIRED SHALL BE FURNISHED, INSTALLED AND COMPACTED AS PART OF CONTACTOR'S BASE BID. IF "EXCESS" CUT IS GENERATED FROM EXCAVATIONS, SAID 'EXCESS* _ AND FINE 0ADEO AND GRASSED DE ON DESIGNATED OR APPROVED AREA OF THE ^ OWNER'S PROPERTY AT NO ADDITIONAL COST TO THE OWNER. 11. NUMBER OF ACRES- 3.75 ACRES X OF IMPERVIOUS SURFACES. 53.9% SF OF AREA 10 BE DRAINED- 163447.84 eq ft 12. STORM DRAINAGE DESIGN IS IN ACCORDANCE WITH THE KING COUNTY, WASHINGTON SURFACE WAT::R DESIGN MANUAL, CURRENT EDTION, AND THE STANDARD DETAILS, PLANS AND SPECIFICATION OF THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARD, 13, VERTICAL DATUM: NGVD 1929, AS REPORTED BY THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP No. 53033 C 0978 F, LAST REVISED MAY 16, 1995. 14. BENCHMARK: RM331 CHISELED SQUARE IN THE ANGLE POINT OF THE NORTHEAST WING' WALL OF THE CONCRETE INTER -URBAN BRIDGE OVER THE GREEN ROAD, ESTABLISHED BY CH2M HILL. err Consulting Engineers 111 S.W.'Fllth Avenue Sults 2500 Portland, Oregon 57204 503 -227 -3251 FAX 503- 227 -7980 Revision: Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (802) 840-9469 Job# 973038.01 Date: 8 -04418 Sheet Description: GRADING AND STORM DRAINAGE PLAN Sheet C -401 Shts. 98008- 4 SPA COPING ELEV. =24.70 GUESTWING FF =25.00 RIM =23.50 IE =18.8 ,3 COTG I 19.78 RIM =23.80 IE =20.00 IM =23.80 IE =20.46 SHEET LEGEND PROPERTY LINE CENTERLINE EXISTING CURB & GUTTER EXISTING SANITARY LINE EXISTING WATER LINE EXISTING GAS LINE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED POINT OF SPOT ELEVATION PROPOSED CURB & GUTTER PROPOSED STORM DRAIN LINE SD PROPOSED DROP INLET (DI) ■ PROPOSED YARD INLET (YI) • PROPOSED CLEANOUT (COTG) • PROPOSED STORM DRAIN JUNCTION CHAMBER (SDJC) • PROPOSED SANITARY SEWER MANHOLE (SMH) • DIRECTION OF DRAINAGE NOTES: 1. VERTICAL DATUM: NGVD 1929, AS REPORTED BY THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP No. 53033 C 0978 F, LAST REVISED MAY 16, 1995. 2. BENCHMARK: RM331 CHISELED SQUARE IN THE ANGLE POINT OF THE NORTHEAST WING WALL OF THE CONCRETE INTER —URBAN AVENUE BRIDGE OVER THE GREEN ROAD ESTABLISHED BY CH2M HILL. ID EXISTING FEATURES ARE SCREENED GRAPHIC SCALE . 20 b ( 18 twrr ) 1 Inch - 20 ft litn4 lit ( RECENED CITY OF TUKWILA AUG 1 3 1998 PERMIT CENTER SO Consulting Engineers 111 S.W. Filth Avenue Suite 2500 Portland, Oregon 97204 503 -227 -3251 FAX 503 -227 -7980 Revision: Inc Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (002)'849 -27a5 FAX (602) 840 -9469 Job# 973038.01 Date: 8-04-9 Sheet Description: COURTYARD GRADMIQ AND STORM DRAINAGE PLAN Sheet of C -401.1 Shts. 98008 — 5 T P.. BRAIN TO CLEAN OUT 0 5' FROM BLDG. SEE MECH. PLANS FOR CONTINUATION. IE =18.70 LOBBY FF =25.00 �NST. FH 1 C.O. 'STD. WS -� E =19.8 y ,'OONST. SHALLOW SS ____.. -- "' / PER C.O.T. STD. S -4 A NI(4 'VW) =19.78 / OUT(8 )(SW) =19.58 J PR / P OSED 8'S CO ST. BY OTHERS / CONNECT TO EXIST. WATER STUB & VALVE WATER MAIN CONST. BY OTHERS 29 LF. -4 "DI W CONSL 4"BFP AND VAULT ICONST. ITAPP : = TE AND VAL - PER C.O.T. SIB' V5 -6 i CONST. 4 "WATER METER AND BOX I PER C.O:T. STD. WS -20 & WS -17 CONST BY OTHERS SMH Al CONSTRUCTED BY OTHERS RIM =23.2± OUT(8 )(SW)= .k1TIt1TY- VAULT TRANSFORMER (VERIFY LOCATION) Oft /M V: :•IMOd PROPOSED S CONST. FH ASSEMBLY PER C.O.T.' STD. WS -4 CONNECT' TO EXIST. WATER STUB 20 L.F. -4 "DI W 9 L.F. -4 "DI W OT 24 L.F. -4 "VCP IE =19.79 S =0.0295 iOd CJANDONVSV 2 "IRR. BFP k VAULT SEE LANDSCAPE PLANS SMH #A2 CONSTRUCTED BY OTHERS RIM =24.6± IN 8" NE)= IN(8 " =15.86 OUT( )(W)= CONSTRUCT SHALLOW SSMH PER C.O.T. STD:' SS -6 RIM = 23.6± IN(6 ")(NE) =16.35 IN(67 W =18.70 OUT(8 )(S) =16.55 j:- • NECT TO PU E - l FOR POOL PRAT AG IE =20 STD. WS 15 12L..- 2 DI IRR. A 1GO n7T3L�:NI 7 NI b 'i 313 'ANl ,is .:s: 7, .dA.L HNOS - --- PROPOSED 8"S CONSTRUCTED BY I OTHERS 3MOJ, 1, SHEET ABBREVIATIONS AC ASPHALTIC CONCRETE BFP BACKFLOW PROTECTION C.O.T. CITY: OF TUKWILA CONST. CONSTRUCTION /CONSTRUCT COTG CLEANOUT TO GRADE DI DUCTILE IRON E ELECTRICAL ELEC. ELECTRICAL EXIST. EXISTING FF FINISHED FLOOR FH FIRE HYDRANT FP FIRE' PROTECTION G • GAS IE, INVERT ELEVATIO IRR. IRRIGATION L.F. LINEAL FEET MECH. MECHANICAL MIN. MINIMUM • PVC - POLYVINYLE CHLORIDE S SANITARY SEWER S= SLOPE EQUALS SHT. I SHEET STD. STANDARD TB THRUST BLOCK TYP. TYPICAL VCP VITRIFIED CLAY PIPE W ' WATER w/ WITH ' 3. PROPERTY LINE EXISTING CURB & GUTTER EXISTING STORM DRAIN UNE EXISTING SANITARY UNE EXISTING WATER UNE EXISTING GAS UNE PROPOSED CURB & GUTTER PROPOSED WATER, LINE PROPOSED SANITARY SEWER PROPOSED GAS LINE PROPOSED ELECTRICAL UNE PROPOSED CONDUIT LINE PROPOSED IRRIGATION SLEEVE PROPOSED CLEANOUT (COTG) PROPOSED SANITARY SEWER MANHOLE (SMH) PROPOSED THRUST BLOCK (TB) PROPOSED FIRE HYDRANT (FH) PROPOSED REDUCER O "V CP S =0 .0200 MIN. IE -20.00 SHEET LEGEND WATER NOTES r' l " k '- r RECENED CRY OF TUKWILA AUG i 3 1998 PERMIT C..." - _._ - .. . SO C S G • 8- CONNECT TO SEWER LINE. SIZE AND IE AS NOTED. END 4 "VCP S STUB V FROM FACE OF BLDG. SEE MECH. PLANS FOR CONTINUATION. Si 10 L.F. 0 12 LF. S3 15 L.F. S4 11 L.F. 0 6 "DI FP END FIRE UNE AT 5' FROM BUILDING, SEE F RE PROTECTION' PLANS FOR CONTINUATION. U4 7■VC 01 W END DOMESTIC LINE AT 5' FROM BUILDING. SEE MECH. PLANS FOR CONTINUATION, I LOCATE GAS 'MAIN NEXT TO BLDG. NOTES END UTIUTY UNES 5 FEET FROM EXTERIOR WALL OF BUILDING. SEE MECHANICAL PLANS FOR CONTINUATION. 2, CONTRACTOR SHALL CONFIRM VAN MECHANICAL AND, ELECTRICAL DRAWINGS FOR UTIUTIY RATING. THE LOCATION OF EXISTING UNDERGROUND UTIUTIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SCE, AND MATERIAL TYPE OF ALL UNDERGROUND UTIUTIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION. 4, CONTRACTOR TELEPHONE, ELECTRICAL, Si A ne.L ADJUST L EXISTING OR NEW FLEXIBLE UTIUTES (WATER, GAS v, ELECTRICAL, ETC) IF CONFLICT OCCURS. 5, BEFORE BACKFILUNG ANY SUBGRADE UTIUTY IMPROVEMENTS, CONTRACTOR TO SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH. 8, THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING FACILITIES. 7, THE CONTRACTOR SHALL MAKE ALL CONNECTIONS TO EXISTING WATER I MAINS AS INDICATED ON NE PLANS. ALL EXISTING WATER VALVES SHALL BE OPERATED ONLY BY CITY MAINTENANCE SERVICE DEPARTMENT PERSONNEL AU. RESIDENTS 'AFFECTED BY SUCH OPERATIONS SHALL BE NOTIFIED AT LEAST 24 HOURS IN ADANCE THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES REQUIRED TO PROVIDE V{ATER TO ANY WATER SERVICE NAT WILL BE WITHOUT WATER DURING THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL MAINTAIN WATER AND SEWER LINE SEPARATION PERiI THE CITY OF TUKWILA STANDARD . I g, VERTICAL DATUM: NOW 1929, AS REPORTED BY THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP No. 53033 C 0978 F. LAST REVISED, 5/18/95. 10, BENCHMARK: RM331 CHISELED SQUARE IN THE ANGLE POINT OF THE NORTHEAST WING WALL OF THE CONCRETE INTER -URBAN AVENUE BRIDGE OVER THE GREEN ROAD, ESTABLISHED BY CH2M HILL 1. CONSTRUCTION OF WATER SYSTEMS SHALL MEET OITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS, AMERICAN WATER WORKS ASSOCIATION STANDARD, AND ' ALL OTHER FEDERAL, STATE AND LOCAL SPECIAL REQUIREMENTS WHERE APPLICABLE. 2, ALL WATER MAIN PIPE SHALL BE DUCTILE IRON PIPE, CEMENT. LINED, STANDARD THICKNESS, CLASS 52 MINIMUM, AND SHALL CONFORM TO THE STANDARDS OF'AWWA C-151. -.. SANITARY SEWER NOTES SANITARY SEWER PIPE SHALL BE PVC (SDR 35, RING TITS JOINTS, POLYVINYL CHLORDIDE) PIPE, AND CONFORM TO THE APPLICABLE APWA / WSDOT STANDARD. CONSTRUCTION OF SANITARY SEWER SYSTEMS SHALL MEET' CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS, CRITERIA FOR SEWERAGE WORKS DESIGN, I WASHINGTON STATE DEPARTMENT CF HEALTH, AND ALL OTHER FEDERAL AND STATE SPECIAL REQUIRMENTS WHERE APPLICABLE. kI.ff Consulting Engineers 111 S.W. Filth Avenue Suite 2500 Portland, Oregon 97204 603427 -3261 FAX 503- 227 - 7980 0 0 Z Z 3 o PLAN Revision: Sheet o. C - chitecture Landscape 4148 North 48th street Phoenix, Arizona 85018 (802) 840 -2795 FAX (802) 840 -9489 Job# 9730118.01 Date: 3°O4"03 Sheet Description: UTILJTY Shts. 98008 - LOBBY FF =25.00 WATE CONS BY 0 MAIN UCTED .ERS PROPOSED 5° CONST. BY •THERS CONST. HALLOW SSMH P R C T. STD $— RIM= < +.3± IN(4 NW) =19.78 OUT( )(SW) =19.58 \,1nV, I\ BFP S NDSCAP PLANS\ CONSTRUCTED BY OTH : _....- GRAPHIC SCALE 30 00 i iod M SMH RIM =23.2± IN (8" NW)= IN(8)E)= OUT(8 )(SW)= r ?0(..),A 2i=MGd PROPOSED S CONST. FH ASSEMBLY PER C.O.T. STD. WS -4 CONST. BY OTHERS 8 "PVC S RIM =23.6± IN (8" NE) =16.35 IN(8 ") =18.70 OUT(8 ?S) =16.55 SMH RIM =24.6± IN(8 ")(NE)= IN(8 ")) N =15.86 OUT(8 ) W)= cn ' no 7 N! C 9 i 'A:3"13 'AN! A31;1 N!iJ / t L 171 • SHEET LEGEND NOTES: PROPERTY LINE CENTERUNE EXISTING CURB & GUTTER EXISTING STORM DRAIN LINE EXISTING SANITARY LINE EXISTING WATER LINE EXISTING GAS UNE PROPOSED CURB & GUTTER PROPOSED WATER UNE PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER PROPOSED GAS UNE PROPOSED CLEANOUT (COTG) PROPOSED YARD INLET (YI) PROPOSED CATCH BASIN (CB) PROPOSED MANHOLE (MH) PROPOSED THRUST BLOCK PROPOSED FIRE HYDRANT (FH) PROPOSED REDUCER SIT • W • • • 8 mr OG LOCATE GAS MAIN NEXT TO BLDG. SD 1. THE SITE PLAN INDICATES POTABLE WATER SERVICE UNES AND SANITARY SEWER LATERALS. WASHINGTON STATE LAW REQUIRES THIS WORK 'i0 BE INSTALLED BY A WASHINGTON STATE LICENSED MASTER PLUMBER. THIS WORK REQUIRES A SEPARATE SITE PLUMBING PERMIT WHICH IS AVAILABLE FROM THE BUILDING PERMIT UNIT. ALL WORK MUST BE INSPECTED BY TH5 APPROPRIATE CITY OR COUNTY INSPECTION DEPARTMENT. INSPECTIONS SHOULD BE REQUESTED UPON COMPLETION OF WORK. 2. THE UTILITIES SHOWN HERE HAVE BEEN LOCATED IN AN APPROXIMATE WAY. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL UTILITIES MARKED AND SHALL CONTACT THE UTILITY PROTECTION CENTER AT (PH #) AND SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITES, AND SHALL PROTECT ALL UTIL7'RES FROM DAMAGE OR INTERRUPTION, AND SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES OCCASIONED DUE HIS FAILURE TO VERIFY THE LOCATION OR PROTECT UTILITIES. UTILITIES: GAS: PUGET SOUND ENERGY 805 —156TH AVENUE, NE BELLEVUE, WA 98409 EI"FCTRIC POWER: PUGET SOUND ENERGY 22828 - 68TH AVENUE SOUTH KENT, WA 98052 -1834 TEI EPHONE: US WEST COMMUNICATIONS CABLE T.V.: ICI CABLEVISION OF WASHINGTON, INC. SOUTH SEATTLE OFFICE 15241 PACIFIC HIGHWAY SOUTH SEATTLE, WA 98118 PUBLIC WORKS: CITY OF TUKWILA, DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTH CENTER BOULEVARD TUKWILA. WA 98118 BUILDING DEPARTMENT: CITY OF TUKWILA, DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTH CENTER BOULEVARD TUKWILA. WA 98118 FIRE DEPARTMENT: CITY OF TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA WA 98118 (Y'1q» O(L°( RECEIVED CITYOFTUKWILA AUG '1 3 1998 PERMIT CENTER . if &MOW Shrines 01 S.W. Fifth Avernus Sults 2000 Fernand. Oregon 92201 503 -227 -3281 FAX 503- 2274980 0 Z O Z W co 9 • � z V.I z y 0 06, . I 1111 Iota Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 65016 FAX (602)4840 -9469 Job# 973030Dt Date: 8-04-88 Sheet Description: UTLfl COORDINATION PLAN Revision: Sheet C-601 Sits. 98008 -7r T3ACKF1LL TRENCH NOTE: 1. INSTALLATION SHALL FOLLOW THE MANUFACTURERS RECOMMENDATIONS. 2. FABRIC- FILTER FABRIC — USE MIN. 36" WIDE ROLLS SIDE VIEW 8' MAX. FRONT VI EW SEDIMENT FENCE NTS ATTACH FILTER FABRIC TO STAKES 2 "x 2" WOOD POST OR STEEL FENCE POST REINFORCING NETTING AS REQUIRED EXISTING GROUND PLACE STRAW BALES — OR RIO BAGS AS REQ'D TO PROTECT FROM SEDIMENTATION NOTE: CONTRACTOR TO PROTECT ALL CATCH BASINS IN CONST. ZONE DURING CONST. CATCH BASIN BARRIER NTS DRIVE (2) 2 "x2 "x3' PEGS IN EACH ALE AT A MIN. OF 12" FILTER FABRIC PLACED UNDER GRATE 25R MIN. CLEAN PIT OR 2" MINUS GRAVEL SUNGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED \ i r: • ENTRANCE ( IN FEET ) I inch - 30 ft B" MIN. DEPTH PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA CATCH BARRIER RSt P a<ANi : 1. }..Ni2. TEMPORARY ENTRANCE NTS VICINITY MAP EROSION CONTROL NOTES 1. APPROVAL OF THIS EROSION /SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTIUTIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILTIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND PERMANENT VEGETATiON/LANDSCAPING IS ESTABLISHED. 3. THE BOUNDARIES OF 111E CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTIi OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO R ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. SEDIMENT FENCE NOTES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT ',A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN ON DETAIL SHEET. 2. THE FILTER FABRIC1FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 -FEET APART AND DRIVEN SECURELY INTO THE GROUND ''A MINIMUM OF 24— INCHES. 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6— INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. 4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2 "x2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP —HILL SIDE OF THE SLOPED AREA. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATLY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 0 1 RECENED CITY OF TUKWILA AUG 1 3 1998 PERMIT CENTER Consulting EngMeers 111 S. W. Fifth Avenue Suite 2500 Portland, Oregon 97204 503- 227 -3251 FAX 503- 227 -7980 ♦♦'' O z V C Z - Z 2 c co < z z co Z Z a U D Q � 0 L g 0w A A A 1 11:11111111111111 ®. ..■ OM NI 1® .5:1■ lI Revision: A A Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802) 840 -9489 Job# 97303601 Date: 1-0498 Sheet Description: SEDIMENT AND EROSION CONTROL PLAN Sheet C701 Shts. 98008 -8 �. I � I I I i I' I EC S EE TIONS C701 FOR PAVING S ° MEDIUM DUTY ASPHALTIC 1 CONCRETE PAVEMENT SEE C701 FOR PAVING SECTIONS HEAVY DUTY ASPHALTIC CONCRETE PAVEMENT KRele 5/1/1998 13.16:29 C- 901.d Ift 1/2" TYPE "F" SURFACE COURSE ASPHALT PAVEMENT 1 -1/2" ASPHALT PAVEMENT TYPE "B" BINDER � — 5" GRADED AGGREGATE BASE :COMPACTED SUBGRADE TO 98% STANDARD PROCTOR 8 1 1/2" ASPHALT PAVEMENT TYPE "F" SURFACE COURSE 1 -1/2" ASPHALT PAVEMENT TYPE "6" BINDER GRADED AGGREGATE BASE COMPACTED SUBGRADE TO 98% STANDARD PROCTOR ALL CONC. C &G SHALL BE CONSTRUCTED OF 3000 PSI -CLASS CONCRETE STANDARD 6" X 12" X 24" °CONCRETE CURB & GUTTER DRIVEWAY TO BE FLU WITH TOP OF SIDEWALK TO BUILDING BETWEEN CO SLOPE 2 3/4' S' (OR AS SHOWN ON PLANS) COMPACTED TO 98% OF MAX. STANDARD PROCTOR NOTES: 1. SEE PLAN FOR CONFIGURATION & DIMENSION. TYPICAL FINISH INCLUDES 4 "SMOOTH TROWEL EDGE W /HEAVY BROOM I _. FINISH ON INTERIOR SURFACES 2. SITE CONCRETE TO BE CONSTRUCTED OF CLASS "A" - PSI CONCRETE W/ 6 "56" 10 -10 WWF OVER 98% COMPACTED SUBGRADE @CONCRETE SIDEWALK DETAIL NTS SURFACE MOUNTED WALK -OFF MAT SEE SPECS. 6" THICK AGGREGATE CONCRETE 1/2"- RIVER RUN TRIPLE C 3000 PSI CLASS A CONCRETE 98% COMPACTED SUBGRADE 4 " APPIAN STONE PAVERS 3/8" MORTAR JOINT TINT TO MATCH APPIAN PAVESTONE PEBBLE FINISH COLOR: LIGHT BUFF TO BE APPROVED BY OWNER TOOLED JOINT # 4 BARS 0 2' -0" O.C. CONT EACH WAY 2" SMOOTH TROWEL "ROCK SALT" FINISH EVERY 50 EXP. '. . COURSE r\ -- EXP. JT. OUTLINE OF /41 COCHERE ABSH LUMNS �n 22 1/8" 8! 2' -0" MIN 7" s t f PAVESTONE� - 1 11 ` 4 _ 3/4 „ @PAVING DETAIL 7x4 3/4" APPIAN PAVESTONE BY PAVESTONE CO. 3215 STATE HWY. 360 GRAPEVINE, TX. 76099 (817)481 -5802 1/2" EXP. JOINT [ PEBBLE FINISH COLOR: LIGHT BUFF TO BE APPROVED BY OWNER 2 374 4TEEL PAVER RIBBON 1" MIN. MORTAR SETTING BED TYPE M MORTAR AS PER OWNER 3/8" 514. x 4" HEADED STUDS ®24" O.C. # 4 EDGE BARS ® 6" CONT. COMPACTED SUBGRADE PROVIDE SUB -BASE AS PER SPECIFICATIONS TURNDOWN AT WALL OPENING BEYOND 4" CONRETE SIDEWALK DEPRESSED STEM ALL DOOR OPENINGS — EXTERUOR DOOR THRESHOLD PEBBLE FINISH COLOR: LIGHT BUFF TO BE APPROVED BY OWNER 1 J 22 1/8" COU B SE S.. MIN. 4" AGGREGATE BASE COURSE EXP. JT. 5 (TOP ( TOP 6" CONC. CURB (TOP (.TOP PAVERS= -7") CURB= -7 ") 6" WIDE CONC. BAND 6" VERT. CURB — JT. RF'D - (TOP CURB = -7 ") (TOP PAVERS= -7 ") (TOP CURB= -2 ") (TOP PAVERS= -8 ") EXP. JF. 2 0 0 B BA� ASC PLANTER $EE LANDSCAPING if BASE A 11 ■ EXP. JT. APPIANSTON PAVERS 1 6 EXP JT l IM 26 EXP. JT. L am— EXP. JT °PORTE COCHERE PAVING PLAN A VING DETAIL EXP. JT, EXPANSION JOINT WITH ' 1/2 EXPANSION JOINT FILLER NOTE: SEE CIVIL GRADING PLAN FOR CONTINUATION AND PAVING DETAILS 22 1/8" 0 r — GRADING AND DRAINAGE. INSTALL PAVING WITH ELEVATIONS AND SLOPES TRANSITION SMOOTHLY AND SLOPE CONTINUOUSLY TO LEVEL OF ASPHALT, SIDEWALK HANDICAPPED ACCESSIBLE METAL THRESHOLD (MIN. ACCESSIBILITY OF 1/2" HIGH) SIGN 72" GRAVE 4" CONCRETE SLAB OVER ABOVE 4" A.B.C. 8/EE E DETAIL 8/C7101 EDGE OF SLAB INTEGRAL COLOR APPIAN STONE CONCRETE PAVERS PAVEMENT COMPACTED SUBGRADE PROVIDE SUB -BASE AS PER SPECIFICATIONS : LLQTEL DECORATIVE AREA OF PORTE COCHERE DRIVEWAY & SIDEWALK. TO RECEIVE TWO COATS OF HIGH GLOSS CLEAR SEALER AS MANUFACTURED BY PROTEC PRODUCTS OF UTICA, MN (1 -800 99BRICK), APPLY FIRST COAT W /HEAVY NAP ROLLER. SPRAY APPLY SECOND COAT ON NEXT DAY CLEAN ALL SURFACES TO BE SEALED PRIOR TO APPLICATION OF SEALER. INCLUDE EXPOSED AGGREGATE PAVING AND INTEGRAL COLOR CONCRETE, SUBMIT SAMPLE OF COLOR & FINISH FOR APPROVAL PRIOR TO FINAL POUR, DE CURB Mq OVER HANG VARIABLE -.- MAY BE ZERO EXISTING GRADE J EXP. JOINT T 18' -0 HANDICAPPED VAN l -1 HANDICAPPED CAR !O Z2 C OF LINE STRIPE OR FACE OF GUTTER 100 HANDICAPPED (�R I l l .6 4" C R ON 4" ABC CRETE SLAB. OVE NOTE: SAWCUT MUST BE ACCOMPLISHED WITHIN 24 HOURS OF CONCRETE PLACEMENT, y CONCRETE JOINTS SLOPE 12:1 MAX. 11 HANDICAP RAMP a VARIES (SEE PLAN) MINIMUM SLOPE _ ,.. 1-3/4"/FT. DRIVEWAY WIDTH 17 -0 'i NOTE : ALL PARKING STRIPES 4" WIDE \(2) COATS WHITE H.D. TRAFFIC PAINT (PRISM° OR EQUAL) EDGE OF LINESTR OF FACE OF GUTTER .- - 4" WIDE PAINTED PARKING STRIPES DIFFERENT COLOR THAN STD. PARKING LEVEL MANEUVERING ,n SPACE SYT OF ACCESSIBILITY ON CONTRASTING BACKGROUND ,PARKING LOT LINE STRIPING 1.-0" , k 6' 6" , 1.-0" FORMED CONCRETE CONSTRUCTION JOINT 1. 1 IN 8 OF TOTAL ACCESSIBLE SPACES MUST BE VAN ACCESSIBLE 2. MAX. SLOPE OF PARKING AND MANEUVERING AREA 1 IN 50. MLLE: 3/12 -O ASPH. PVMT, —� HANDICAP RAMP NOTES 1. THE LOCATION OF CROSSWALK LINES AND STOP BARS, WHEN REQUIRED, WILL BE COORDINATED WITH THE RAMPS. 2. RAMPS WILL BE CONSTRUCTED FROM CONCRETE. SPECIFICATIONS FOR RAMP WILL BE THE SAME AS FOR CONCRETE SIDEWALK. RECENED CITY OF TUKWILA AUG 1 3 1998 PERMIT GEN. 1 ,i V'ASI��,�I +r•� ` E 2 M HA a CC Z z Z W Z H W z > J � W • � Z W Revision: v / z W a cc (f) (i) z �X ZQ[i_J Q 0 - O n • Z W co Architecture Planning/ /' Landscape Architecture 4148 North 48th Street rftqr(°0 PhoerYlx, Arizona 85018 FAX ( '795 ) 8, FAX x. A z 9469 50 Job// 97- 3004.01 Date: 4- 15-98 Sheet Description: PAVING DETAILS A'I Sheet C901 Shts, FITTING SIZE ' 44 P # ._ *w4loSv.;"■41PA,,,, - 11 r NOTE; LID WITH HINGED INSPECTION PLATE METER HO% FOR 2' METER 3' METER 1 SEE WATER 4• METER ∎k ∎'t ♦ A o s ,s A .,,,_ ,.,_ . 4 6 "S■S ' METER DETAIL FOR ADDITIONAL RISER AND 6' METER . .,..,;„, #_ - v. 10 SECTIONS NEEDED. i �A CONCR2TE VAULT DATA STEEL COVER DATA -3/8" FLOOR -PLAIN "x14" METER SIZE CAT DIMENSIONS VEIGHT PERTIER OR W/ 7 1/2" ROUND OR 7 READING LIT N0. WIDTH LENGTH 12' 16'. OVER ALL SIZE TOTAL WEIGHT N. PCS. SIZE. EA PIECE WEIGHT EA PIECE 1.0 724 21 V2° 45 V2' 321 425 24' x 48• 130 : 1 1.5 1.0 344• 734 33 1/2' 45 1/2' 373 493 36' x 4Er 209 2 24' x 36' 103 6• 746 45 1/2 69 1/2' 540 473 48' x 72' 407 2 36 48 204 ) CLty 'Of Tukwila 1 COMMER WATER M ETER BOX MK b eJa DATE: 11/22/96 WS -17 �s 4, FITTING SIZE TEE, WYE,90' PLUG, OR CAP BEND PLUGGED CROSS 1 . 1 i �A '' 4 THRUST BLOCK NONSHRINK GROUT (TYP.) A R ETAINER GLAND D. PIP di 111 � • C I\ I OW R !_ N " I IP lip U.V. BASE X1555 SB 6 FITTING SIZE TEE, WYE,90' PLUG, OR CAP BEND PLUGGED CROSS TEE PLUGGED ON RUN At A2 45' : BEND. 22 -5 BEND 11 -5 BEND 4 1.0 1.4 1.9 1.4 1.0 - . - 6 2.1 3.0 4.3 3.0 1.6 1.0 - 8 3.9 5.3 7.8 5.4 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 MATERTM LTSi APER BYPASS m2 -FLEX. CPL. TO FIT, EQWL TO ROCKWELL 441 (REDUCE AT TAP). ✓ a- SINGLE STRAP SERVICE CLAMPS EQUAL TO ROIAC 101 WITH UPS TAP. ROCKWELL 313. 0)3- STRAIGHT CPLG, COPPER TO OUTSIDE LP. THREAD EQUAL 7I1 MUELLER H -15429 110 COMP. €)1 -1/4 BEND CPL. COPPER TO COPPER EQUAL: TO MUELLER N- 15526. m1 -1/4', BEND CPL. COPPER TO OUTSIDE LP. THREAD EQUAL' TO MUELLER H -15530. 02 -111ALL VALVES WITH PABLO= 0INGS DR LOCK CAPS MUELLER) 02-.V. FL EQUAL TO MUELLER A- 2307 -6. ®3' TO 6. COMPOUND METER SUPPLIED BY aEr. 1 {,L ADPT. R % PE LENGTH TO FIT. Ig3 I{PLG. ADPT. FL EQUAL TO ROCKWELL 912 ®CAST IN PLACE OR PRECAST UTILITY VAULT. DIMENSION TO VARY. WITH SIZE OF ASSEMBLY. 11R BACKFILL k BWDING 3/ B'� CRUSHW RO DATE: 11/22/96 WS -20 City of Tukwila fi MIN. PIPE O.D. HIATIRII J - R1 1YPAS9 ISD REONR E D P ... LENGTH 02 -TEE, FL w MUELLER A- 2370 -6 '1312- 3•..TB'K• METER, AS SPECIFIED ®1 -ROOT. FL P L 12' LONG. 0 1- CLPG.ADPT fLECUM. TO ROCKWELL ® 2-G.V FL ECUAL TO MUELLER A- 2370 -6 (G.V SATISFACTORY LICKING DEVICE MAT BE n uir e l ON ®3-AL PI PE f1EACH LENGTH TO FIT ®E-90' BEDS, FLANGE WITH DUCTILE TRON BY - PASS n / , ® .1 PIMP NOTE: ALL BACKFILL SHALL BE COMPACTED TO BSIE OPTIMUM DENSITY. HFNFRAL MITT( 1 METERS 3• -6• SUPPLIED BY CITY. 2 VAULT HILL BE PRECAST OR POURED IN PLACED CONCRETE VAULT. 3 ALL PIPE L FITTINGS 4' AND LARGER SHALL BE CEMENT LINED, 0.32. 4 PIPING FROM MAIN TO VAULT SHALL BE 4' ON 3' METER INSTALLATION TEE WITH VALVE ON EXISTING MAIN REQUIRED Y FI q m C m FIMeI® 7O%X'!0/YL CUT TO PDT nmam LU X . 043411 . 0433. WMtn) - 0.D. + 24' NIX. WIDTH) 462 iVai I ab $ A PERM PATTERN WM i PLt E 4 M, OVERLAP 1' n Ar u-a I�utm,rtii' 1 I,- CROWED ROCK ME W ,ma TOM DetTKR CONOZETE SEVER PPE TO DAYLIGHT RR AWN ALES,. mNERVISE APPROVED. MIN 3'k MAX 6 TRENCH BACKFILL STREET R/W YN b MYR. DATE: 11/22/96. WS -10 PROVIDE THRUST BLOCK DETAIL SEE VALVE Sox .�. 1/Z YD. WASHW R ( MIN. 7/B ro 37 OC CONC. BLOCK ND DIN. 7X1 %3' UNDISTURBED SOIL NOTES: C1 001 11 � -- . - ._ - -- . -- 11 � . - �IE i ii i MONK pilsimmomillellamow 04 MIN XETER 30X(TYPI viii,,/_-, /� C1001 FIRE HYDRANT T O BE PANTED WOH TWO COATS OF FARWEST CASE 5" STOBTZ YELLOW( /3472) M'DRANIS ARE TO EQUAL MUE LLER /A - 423 OR GLO M EDALLION /F -2543. HYDRANTS SHALL CONFORM TO AW.WA SPECIFICATIONS C S02 54 SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING S 15 OPERATED FIANCE WGH BREAKING THIMBLE AT THE GROUND LINE OR STEM S HALL HAVE A SELF OIUNO BONNET WITH FACTORY FILLED RESERVOIR SOIDES NEDRAS TO GIVE B OC OM PL'TE U B I, A NEOFRVTE STEMS EACH D E H AT BE 50 DESIGNED AS 70 CNE . COMPLETE LUBRICATION OF STE M THE HYDRANT . THE UPPER STEFi SUN, HAVE A BRASS SLEEYc.' SIOEWAUE CURB k CUTTER 2 -3/4 AsPHALr cwTED STIED. SHACKLE R005 6' CIA DUCTILE IRON PIPE FlNISHW' PAVEMENT. RaJUANT DGE GATE VALVE GIST IRON TEE (CEMENT UNW) -11J XMJ XFL DETA L SEE BLOCKING UNDISNRBW FIANCE JOINT SOIL A HYDRANTS SKW1 BE WUIPPED WIFI TWO t 1/ 2 N.S.T. HOSE PORTS AND ONE 5 SroRR PUMPER DISC1VJtCE PoRT, AND SHNL HAVE A 1 1/4' PENTAGON bPET!-LIFT OPERATING NUT. ! GASO SHALL TO A 6 M.J. BOTTOM CONNE CTION AND 5 T/4' 4NN VALVE OPENING, AND SHUT OV HAVE iB- ABE GRADE 11hEL TO THE CENTER OF THE PUMPER DISCHARGE PORT, B. WHERE NO CURB k TY GUUNE_ TTER IS INSTALLED. TIRE HYDRANT SHALL. BE LOCATED (IN RELATION TO STREET CENTER UNE) CLOSE N P ROPER C. HYDRANT INSTALUTONS TO BE PER THIS STANDARD PLW,AND REQUIREMENTS'. OF TUKWILA MUNICIPAL CODE 14.24 AND CITY ORDINANCE. D. HYDRANTS INSTALLED. RELOCATED OR OTHERWISE .WORKED UPON AS A RESULT A PROJECT SHALL BE FRESHLY PMNTED.1 E. GREEN BONNETS SHALL BE FARWEST FOREST GREEN( /3523)• City of Tukwila FIRE HYDRANT ASSEMBLY & SETTING DETAIL DATE: 11/22/96 X WS -4 EACH AREA IS h OF TABULATED TOTAL AREA NOTE BEND I PLUGGED CROSS PLUGGED CROSS PLYWOOD OVER FACE OF BOLTS NOTE 1: 1 -1 /2' SR METER • 13 -1/4' 2. 6OMPOUN@ METER 15 -1/2' ELEVATION PLUG OR CAP 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. 111E REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLAN: e.g. ® INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING. SHALL BE AS INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST.. PRESSURE(5) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIAL SPECIFICATIONS. 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCK IN SQUARE FOOT ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.R.1. AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 p.a.i.. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOWING' EQUATION: BEARING AREA = (TEST PRESSURE /150)X(2000 /SOIL BEARING STRESS)X(TABLE VALUE). - METER BOX LID METER BOX(TYP) City of Tukwila 1-1/2 ", & 2" METER SETTERS Met to wAM. DATE: 11/26/96 WS -15 GENERAL NOTES: END VIEW SENSUS METERS TO BE SUPPLIED AND SET BY THE CITY ABOVE REFERENCED PART NUMBERS REFER TD ITEMS FITT[N ITTO BE USED.LLER. THESE OR EQUIVALENT METER SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TOBACKFILL. METER BO% TO BE SUPPLIED BY DEVELOPER, FOGTITE 112 WITH 1/4'. DIAMOND PLATE SOLID STEEL UP FOR METER. FOOTITE 113 OR 2'%4' VITA RIDE S, PLATE STEEL NG'. D ' NSPEC PLATES, CENTERED OVER RETER, PLASTIC 112 IN LANDSCAPE AREAS ONLY. SEE SECTION V34 ID' CITY STANDARDS. ONE DOUBLE OPENING U.V. DOOR 776 -TL -2 -332 CENTERED EACH WAY RETAINER GLAND SPOOL FLG. x PE. RETAINER GLAND m 4 "DI FLOW 4`DI BACKWATER VALVE (ACCESSIBLE) 2 "' DRAIN PIPE TO STORM DRAIN RODENT SCREEN O.S.H.A. APPROVED LADDE ;Fr GASKET SEALS (TYP.) 4 "51 W PIPE INSTALLATION FLANGE COUPLING ADAPTOR NOTE: TO STORM PE RAIN 4.92' PLAN CRUSHED ROCK PA IpE AS REQUIRED BY D VAULT SUPPORTS MANUFACTURER CINCH ANCHOR (TYP,) S01104 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING OF UTILITY VAULTS TO ACCOMMODATE THE VALVE EQUIPMENT ' 'THE CONTRACTOR SELECTS. VAULT SIZE AS NOTED, FOR REFERENCE ONLY AND IS NOT GUARANTEED TO MEET REQUIREMENTS. 2. THE CONTRACTOR SHALL PROVIDE CHAIN FOR OS &Y. 1 WATER SERVICE BFP AND VAULT 24" SQUARE 3000 PSI CONC. SLAB W /(4) A ANCHOR PROJECT BOLTS 3' ABOVE SLAB FOR ADJUSTMENTS. 45' BEND WYE BRANCH NTS C1 001 WATER TIGHT PLUG- \ GROUT FRAME IN PLACE -\ 42 "x24 "x6" 3000 PSI 1. 4 CONC. SUPPORT PAD GROUT INVERT 6" PVC SCHD. 40 SEE PLANS FOR PIPE SIZE U.V. DOOR 555 -TL -2 -332 FINISH GRADE HARD. SURFACE ' LANDSCAPE AREA FRAME 84 COVER SET FRAME TO FINISH GRADE IN PAVED AREAS '„ - CLASS 'A' (NATIVE BACKFILL) 4" OR 6" SERVICE CONNECTION IF REQUIRED. 3000 PSI CONC. 96%P COMPACTED SUBGRADE YARD INLET NTS PIPE O:D. + SAND SE30 4" DOUBLE CHECK VALVE ASSEMBLY PLUG WITH GASKET IF END OF LINE STANDARD CLEANOUT 0 01 NTS rncti I /ATE RECEIVED CITY OF TUKWIIA AUG 1 3 1998 PERMIT CENTER INSTALLATION CITY FORCES VI= Consultkv En5°.,IWer8 111 S.W. Fifth Avenue Sulfa 2500 Portland, Oregon 97204 503- 227 -3251 FAX 503- 227-7980 ■a.u■.r 101111111111 �i P • inn 11 Archite'cture / Planning/ Landscape Architecture 4148 North 48th Street Phoenix,' Arizona 85018 (602) 840 -2795 FAX (60 840 -9469 Jab# 87303°/01 Date: 8 Sheet Description: SITE IMPROVEMENT DETAN_B Revision: Sheet C -1001 Shts. 98008-10 STEP DETAIL Inside Drop. (Mtn 0.1' Max 1.5 6 City' of Tukwila 12" Mtn: ACCESS, CHANNELIZATION, & 'STEP, DETAIL Netts •a W. DATE: 11/22/96 SS - See Channel. Detail. S -3. B' Min. 25' Max. Step See S- ACCESS DETAIL B Min. 18" Max. Premst Rings Pr•c. Cone Section Kor- N -Seol 24 CHANNELIZATION DETAIL 12 tage may be porollel or approsimatedy excel of at all + nu m r • shall smilalr. steps In any manhole Step• to be located over shelf, not over channel. 12" Typ. Slope Shelf to Pipe: 4X Side Channel �— //// / / j/ / / / 9 1/2• for Precast M.H. te Mos. MH Rtnq ! Cewr see s —e. Ed. Rubber Cpeket & Grout at NI Join.. Grout NI i M Eye Hol.. reg stetl) 4" Min Construct Channel & Shelf in Feld 5 'th Finish with 5.(1 /2) Clan Conc. 5 Sack Cement Mu Rh 1/2" Agggr ( in /ne rglass cha Iabna fNC /fibenQ Preco.t Ban BEDDING FOR RIGID PIPE IN TRENCHES Note•: i, Provide unit. m.o.. under berth. 2. Hand tornp under haunch.. 3. Cempect. txnlg eaten ib 0311 MAK amgly nr4pt alnctlY dlr oar Pip hand tamp only. Q 5M malMg •hall confirm te per b l Z:t t lbet eel. dr lumps krq•r N 1" let of pipe cheater eh l rot be 4. Make Surface of bedding lewd, or •bp• up away from 5. Treacle idm(W) -Pip• IAplu . s r 24 Max. far pipe 24" I pl l is 36• Mos. Ix pips larger -The pips nsie Mb be the actual bon. Ndth, =tt widih MII i VI DIMENSION CLASS A 4 IN 12"eM,w 1/4! a.o. 3/4 0.0. CLASS B 4•A(IN, 27"&'' unMr 'IN, eWr 271.D. 1%2 0.0. 1/2 0.0, Bleu• Sire 3/4" 3/B" /e •200 % Passing 100 95 -100 0 -10 D -3 Send equivalent 35 Mln: Bng Moterial Grad Table City of Tukwila PIPE BEDDING FOR SANITARY', SEWERS NgY mega DATE: 11/22/96 SS -11 SANITARY SEWER MANHOLE 48" & 54 . DATE: 11/22/se SS -4 See Access Detail S -3. Min at CI. — 18 Max. See Note 2 Notes: 1. Max. Pipe Diameter may be Om. by Pipe Configure. or as determined by Engineer. 2 The Maximum Di 1 from Wnhole to Pipe Joint Pipe 0l pp. only to pe Dlameten 2e and Nee. 3, Rubber, Coldest & Grout at wI JoMts. 4. Grout All lifting Eye Hales.' Tukwila Manhole Ring and Cover See S -e. 12 Max. See Note 2, — 4 "Min, h3.D. of Dr Man.. Section 96 "Slab with 48 "Opening 48 •operdnq� � O.D. of 72 Mannals Sec • 96 "Slab with 24'Opening BeeO n ?"'" kom D Irsetians Boltem Fape Both OlnolNns /B Bar 72 "Slab with 24 "Opening e Ban B"CntAn Bo BMbInn a oe 2,1r, 13 Bar L e• _ 2,h. - 1 T T 2 -I 54 "Slab with 24 "Opening 48 with 24 "Opening J4 Ben a e•Cenlen Bottom Fa. REINFORCING DETAILS FOR MANHOLE TOP SLABS.. v .ego DATE: 11/22/96 SS - 9 RECEIVED CRY OF TUKWILA AUG 1 3 1998 PERMIT CENTER & Coneulting Engineers 111 S.W. Fifth Avenue Suite 2500 Portland, Oregon 97204 503- 227 -3251 FAX 503- 227 -7980 to z z z . (5 Q 5 e 0 co 4148 , North 4811 Street Phoenix, Arizona 85018 (802) 840 -2766 FAX (802) 840 -9489 Job# 0 Date: 8-04OS Sheet, Description: SITE N4PNOVEMENT DETAILS Revision: Architecture Planning/ Landscape Architecture 98008 -11 City of Tukwila w bran COMM FRAME MD GRATE C. mama Fee . see. MEM. PRECAST BASE SECTION .1r. rn•nm err w`I Catch bolas b W etmaaa In ascaen. arch ASii' . C 476 (MSHTO Y 1991) k ASM L 1590 r:bes o-2 shorn . pleas er need in Ue Standard SpesTrd.E'ene. Le on Wt... Wt... °L�°. mbar welded rim fabric M1eMnp m bet nlmwn arm of a12 w.°m meaty Per t may b. waste.& .in fab M n campy m A6M A 497 (AASMO Y 221). min ! &brie eMd net t pieced In qe ImeeYO,rle. TM beitem et err b 775 a bap aeaon mmeeyy b. mane.&. Pr.me1 bees. she M fumlsned arias euteut Yneeb Kn oe4eW Nall haw a oall Ukknrr N NrloeYauts mry Oe on all 4 ewer wlq mvrimum dbmeter f 2O•. K.cYeW maF M etger r.. or 'D' rneN. Pipe t M 4wtolled (n /0017 .upplbp Ynockaulr. NnoeYput of cabal ho4 sb• r epuel b PIN '4" diameter aloe catch basin mil gicYfl•er pee ls D'mass' -iman Mpg Dorn the finished grade re the ppee Im TM o qe tees of the'37k free •eclbn and deer eeslb n °hall net •inched 1 /2' /fL Cahn bacln forty d pole .hall M In ora&nes .Hh Standard 17 onw and mesl .e i i lmmsnr f Fed•ol mum RR -F 6210. Yotlnq eurfe mall M finish. b des r - roeMng a Frame and grate maybe Meta. wig fl°rige down or cart in. ries, CATCH BASIN TYPE 1 DS -25 1 3/4 1 1/2• City of Tukwila Covers shall have the word "SEWER" in 2" raised letters when used in connection with sanitary sewer installations. "STORM" when in connection with storm drain installation within right of way & drain on private property. "WATER when in connection with potable water distribution. 57:7 .chi. Ground 25 Section A -A Cast Iron Locking Cover Minimum weight 150 lbs. 1 -3 Hors Lacking 3/4 City of Tukwila Frame Plan 28 3 Section B-B NOTES; 1. Frame to be grouted Cast Iron Frame Minimum weight 210 Ibs 2. OFC MM30 VT, IFCO 825 or approved equal DATE: 11/20/96 8 webs 1 /2 24" Manhole Frame With Cover DS -14 FRAME NOTES: I. ALL TYPE I AND TYPE 11 GTCH BASINS REQUIRE LOCKING TYPE FRAME k GRATE. Z. FRAME k GRATE TO BE ABLE ROM. S. WHERE IS LOCKING GRATE 13 M T GE S TO BE IAC K 52 MOWN H (21. DOWN wTT 6/ CAV ER ARE B• Ta scam. SOCKET N 4. VANED GRATES ARE REQUIRED ON SLOPES GREATER THIN I 0X AND LV4 GREATER TI 2500 SF IMPERVIOUS r.. OFC. sty 60, IFCO 432 STYLE C -2, OR APPROVED EQUAL 2 1/2 ,GRATE CATCH BASIN FRAME & GRATE DETAILS Mel to roue. DATE: 11/20/96 DS -3 Slit w SIse 3/4 3/8 /4 110 /20 140 /200 Sand Eaalva. K Passing 100 70 -100 55 -100 35 -05 20 -80 10 -55 0 -10 0 -J 35 MIN. BEDDING MATERIAL GRADATION TABLE Preewt Ibis ACCESS, CATCH & STEP IDETAIL br4 DATE: 11/20/96 DS -6 rlyJ City of Tukwila Notes: 1. Pro uniform &MP. under .N., 2. Work bedding under Muncher 3. .h wl(W) - I.D. dU plus Z4' Mas. Iva pIN 24' I.D. or smaler. -Plan I.O.. 1.0. J6 Yow. far PIN larger tn&n 24• I.n. BoNdie mis trial 5/8' Min. Crwhed Rok amino ega .be 1pprowtlbythe Clty. 5. FoN h. mioosd on Private 5 7ete .hen epp 6. Sea Pavement Patching Standard Plan, FLEXIBLE PIPE BEDDING IN TRENCHES DATE: 11/20/96 DS -11 NOTES; Cash Boy. to . e..Med in &cordon. mats ASM C 478 (AASNTO Y 199) k ASIY C BOO unless other.. eh. on plane or noted M the Standard Specific .. Handholds In riser or adjuetmsnl section .hall how 3 minimum Nedra. Stile In otch basin shall tams 8 minimum clearance. No etap& are rpdred when • B • le 4' or bee. .5 2 Cl r . c ,ws.t Mwll t. Gee A Non- nrferoed eone In cna.el and shaK .hell M Cree C. NI preoel wont shall ohtain 4000 P51 • 28 da yw. Proc. beer shall be fuMehed with auto. w ..tout& Knockouts .hall tams a woe lhbknw of 2 minimum. Kneo52$ or cutout hale •se ls pool to pipe .ter alomW besbr plus Q. b.h rat trecY.u. W eimum hdes het b Nes r Je for 48 catch basin. 42 far 54 catch . Minimum Nolan. helwean 0 Frame and grata or ,Mg and cow sine be in aeoroaos with Standard SNOifiaations and meet the strength re0dmments of Federal Sp.Nlkatio RR -F -6210. Mang eurfaEes shall be finished . our. ion- rr.dnq fB. Ni base reinforcing eWi 2,os have a .nkaum y1Nd ebangth of ww,N PSI and M p c.d N the upper MK of the base with 1 minimum aMaance. The batten of the pia,.:. atch Basks may be rswllded. For details Ww h 'p frame and gnus, ring and cow see Stendwd Pl n 5-3 pad 0-4. For details .45.ing Madder, et4N. handrail and tap 0Mb se. Standard Man 0 -6. Fran. and prat.../ M battened .14 Bongo dean w past IMa rWr. City of Tukwila meal 3 Max. 015 D0 YM, 3 Umlt of P • PI ComNOtio Omvsl Baakllll for Fwndetbn .n•n sNelned DESIGN A (Fein WMI And Conc. PIN) 0.65 Gravel BoeMe far Foundation when Specebd DESIGN C cja CR•Inbmanp o y) UmM e/ PIN Cempaelbn � V , 1 PIN fr CempNtion p oeempNlbn gor •horn n qb cis Iva bee In , the enkmesL F olpe y e � e.fnMlN In E trench, qs neniNWl Ilm. of the NP.t:: ail dDn u Mma°�plle MI• M: °.lass. IneblMd In &&acrd& rhh D••Mn A r= PIN : T 71 shell W be tslrtl r oeordonoe mats DNl A Covent pIN, plsln w with °healer mlrd &r"�e 00 *hall an I.lel d dq Dn yes A w E aom bi.lian el Owgn A and C. ere determines? Iq .e Engles «r. for pp esesrlan C, n 1. awnllal lhm, tiNwalr for Seismic Zone ] be o .l mafrd . nor 34 dl dlar poes 0.d, b anal M 0r .tsMe net.r et e IAN or lM odebs .Nrof , a pIN -Groh. The d rw d 4 No.n es O.D..nh 3 antl 4 et whbh poNt J� and 4' MMO M used • 1' leis. d =.7 lx .rough 41;., end leis sN..rouccn 80•. 2'.fw dlamN4n g • rotr than o. far .pons 9resler lh9n 'd'. 3' Ma F.rk 0 2 3 4 ter P.ndatbn when Spaeln.d TYPICAL PIPE -ARCH INSTALLATION CA PIPE DESIGN (0NYETFA) CON ETE O 0610N C wPE -ARCM YET 0) (SPAN) BIZ2)24CHES) 12 TO 24 30 TO 96 102 TO 1150 /2 TO 36 42 M 06 102 TO teo• 18 TO 36 43 TO 142 1b TO Mr MIN. Dot BETWEEN BARRELS 12 48 20 72 72. 12 SPAN /3 48 . el mete° 957 N 0.5' n Myers and cemented 9511 masimum tle.fly. Sean Lkne4 o P4. ComNetbn f CLEARANCE BETWEEN PIPES MULTIPLE INSTALLATIONS PIPE COMP�A TON ZONES Ear. Embankment Compaction mryd eemmeml°i °yvoeb):•h. •r .. 62536 ,gut OravN b.knl for pIN be.dbw. 0.15 IM• hen. City of Tukwila PIPE COMPACTION & BACKFILL DATE: 11/20/96 DS -12 CATCH BASIN TYPE 2 48" & 54 DATE: 11/21/96 RECEIVED CITY OF TUR/4LA AUG 1 3 1998 PERMIT CENTER DS -22 LIM Consulting Engineers 111 S.W. Fifth Avbnue Suite 2600 Portland, Oregon 97204 503 -227 -3251 FAX 503- 227 -7980 Y/ z 1 .:, z bz � (j� z W 1- z - D s a( v 1 . 0 *_ 6 _i le 0 6 to u� 'a DETAILS Revision: n, D Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 802 ) 840 -2795 FAX (602) 840 -9489 ( Job# 973008.01 Date: 8-0498 Sheet SITE E A Sheet C -100t2 Shts. 98008- KEYNOTES (DI 3-#5 CONTINUOUS HORIZONTAL REINFORCING BARS 0 l # 5 BARS X 2'4" LONG AT 18" O.C. 0 3- #2 BAR TIES AT 3" 0.C. ' 1/8 THICK STEEL EDGES NATH 2" X PLATE W/ EASED , 3/8" DIAMETER STUDS ANCHORED INTO WALL WITH EPDXY GROUT - PAINTED )) CMU PER SIZE INDICATED 0 8" CMU WITH 9 GUAGE TRUSS TYPE REINFORCING AT 16" O.C. VERTICAL #5 VERTICALS AT ar O.C. BOND 3EAM AT TOP. 0 #5 BARS AT 48" S.C. VERTICAL. FILL , CELL WITH 2500 PSI GROUT (STAGGER HOOKS) CONTINUE REINFORCEMENT TO TOP OF WALL IN GROUTED CELLS (1) 4- #5 'BARS VERTICAL. FILL CELLS wITH 2500 PS1 GROUT (I BAR IN EACH CELL) 2500 PSI GROUT (1 BAR IN EACH CELL) #2 TIES AT 8" O.C. ® EMBLEM PROFILE FABRICATED OF 3/4" CDX PLY OVER 2X PRESSURE TREATED 0/001) FRAMING ATTACHED TO CMU NOTE: CONTACT OWNER FOR FULL-SIZE TEMPLATE. ' 0 AT CONTRACTORS OPTION, EXTERIOR INSTALLATION AND FINISH SYSTEM (E.I.F.S.) MAY BE LISTED IN LIEU OF STUCCO .INISH. TYP. 0 STUCCO FINISH. SPANISH TROWEL TEXTURE 12 STUCCO FINISH. 3/4 THICK SMOOTH SAND FINISH 0 1 1/2" THICK SMOOTH SAND FINISH STUCCO TRIM ACCENT 0 SLOPE TOP FINISH TO DRAIN CUSTOM g LOMAITDOrYRO" 0 O UNLESS OTHERWISE NOTED ON SITE PLAN 6 Q 6" X 6" CERAMIC TILE, FROST PROOF LBLUE, BY QUARRY TILE COMPANY 0 SINGLE FLAT FACE SOLAR GRADE LEXAN SHAPED LOGO SIGN (0.F./0.1.) 1 0 CIRCUIT TO NEAREST EXISTING HOUSE LIGHTS. PROVIDE CONTROLLER FOR , DESIRED "ON-OFF" SWITCHING 0 LIGHT FIXTURE ON ONE FACE ONLY, UNLESS NOTED OTHERWISE ON SITE , PLANS - REF: ELECTRICAL , 0 ROOFING PANELS 0 TWO PRr.iSURE/FIRE TREATED 206 WOOD NAILER ANCHORED TO 8" CMU BOND BEAM WTH 1/2" DIA, X 8" LONG THREADED RODS WITH HOOKED ENDS AT 4" S.C. , LC21) 22 1 H 6 DIAGONAL PRESSURE/FIRE F T I R N E IS A H TED sy B s O T A E RL 1 5 EXTERIOR 23 EXTERIOR FINISH SYSTEM ON 8" CMU WALL ',Zit HASP 25 1 x 4 PRESSURE TREATED/FIRE TREATED CROSS BRACING(C-2) 6 HM DOOR WITH NM FRAME ,--", REFER TO DOOR AND HARDWARE SCHEDULE , 0 CONTINUOUS HINGE AT EACH ,DOOR , , ! a 2 - 3/4 " ROUND x 3" DEEP v- STEEL SLEEVES LOCATED AT CLOSED AND OPEN POINTS OF GATES FOR 5/8" DIAMETER ANCHOR RODS 8" HIGH CONCRETE CURB (C,) FINISH FLOOR OF THE STORAGE SHED AND 'L SATELLITE ENCLOSURE IS 6" ABOVE DUMPSTER FINISH FLOOR. FINISH SCHEDULE (s_-_11 ROCC000 BEIGE (0=-3 FALLING WATER C-2) KASHMIR SAND ( F=., ROOF TILE SPANISH RED ARRIA 8" CONCRETE STEM WALL r L _J L 8" MASONRY WALL w/ #5 VERTICAL BARS AT 4r S.C. HORIZONTAL BOND BEAM AT 48" S.C. 5 4 0 k PLAN • C 1111:44 ' SUITE^ 1 4 ELEVATIONS MONUMENT SIGN WALL SIGNS REQUIRE SEPARATE PERMIT 8" THICK CONCRETE APRON DUMPSTER WALL FOOTING 4/24/1998 i0 45.8 REFER S um G Dos - PE R R AD A8 DanGEOPNCLOSURE DUMPSTER ENCLOSURE i 101,wy #5 DOWELS AT 24" O.C. LAP W/ WALL vERTS AT 48" 0.C. ALTERNATE BENDS AT FOOTING 4 x 4" GALV TUBE STEEL SET INTO CONCRETE SLAB CONCRETE 3FEET CoNCRETE FOOTING S-8 WALL MOUNTED SIGN 0.F./01. 5'-24" L - RE PLAN TYP. SIGN TO 0 WALL SECTION 0 TYP. FOOTING DETAIL PLA 2-0" TYP. FOOTING DETAIL 0 COLUMN BOLLARDS oGATE POST AT DUMPSTER PAD COMPACTED EARTH FILL FORM CONC 6' DIAMETER STEEL PIPE BOLLARD FILLED WITH , CONCRETE AND PAINTEDl TO MATCH EXTERIOR WALL 3" CONCRETE COVERAGE ALL AROUND CONCRETE SLAB 0 22 (25 ROOFING PANELS 3U# ROOFING' FELT OVER 5/8" EXTERIOR PLYWOOD SHEATHING 2x6 RAFTERS AT 16" 0.C, PAINTED 1X WOOD FASCIA "- 2x6 WOOD PLATE WITH 1/20 AT 48" S.C. MAX. (MIN. 2 A.B. PER WALL) 8" CMU WALL WITH #5 VERY.— 48' O.C. IN GROUT FILLED CELLS 8 " 4 0 DUMPSTER ELEVATION il'-4" 0 I !! 1 DUMPSTER ELEVATION 11 - I ,1 L J DUMPSTER ELEVATION _ DUMPSTER SECTION MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE 45 DEGREES. STEP FOOTINGS AS REQUIRED. SEE TYPICAL STEPPED FOOTING DETAIL, (C-2 RIDGE 12 m - 7 / 2 RuCOTONETINNUAO,UL S W 2"O. / C. SIMPSON 5:0 EACH END EXTERIOR FINISH SYSTEM ()TRENCH AT EXTERIOR WALLS H H. 1) 0 B TgI T E T N 0 C m H O C F LOSER THAN (r , , FOOTING' OR FOUNDATION RESERVED PARKING F) VAN ACCESSIBLE] (Ti) Proportions In terna tional Symbol of Accessibility (I)) Display Conditions International Symbol of Accessibility ()TYPICAL HANDICAP SIGNAGE o 1 D % RESERVED PARKING 161 63 2 RI 111 23 63 El 21 611 NI id II 17011111211111E11 (C) International TDD Symbol (d) International Symbol of Access for Hearing Loss -- INTERNATIONAL SYMBOL OF ACCESSABLITY EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM' EACH STALL, OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEEL- CHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL 'NOT BE SMALLER THAN 70 SQUARE INCHES (4516rnm Sq.) IN AREA AND, WHEN IN A PATH OF TRAVEL. SHALL BE POSTED AT A MINIMUM HEIGHT OF 72" FROM THE BOTTOM OF THE SIGN. TO PARKING SPACE FINISHED GRADE. THE SIGN MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK, SPACES COMPLYING WITH ADA SEC. 4.1.2(5)(b) SHALL HAVE AN ADDITIONAL SIGN STATING "VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. IMPORTANT, THIS SIGN TO BE USED IN ALL CASES EXCEPT WHERE MUNICIPALITY REOUIRSS OTHERWISE, HANDICAP PARKING SIGN Job# 97-3004.01 Date: 4-15-98 Sheet Description: SF•E DETAILS Revision: A. Sheet 01101 1,11, SET A Planning/ Landscape Architecture 4148 North 48th Street Phoenix. Arizona 85018 (602) 840 2795 FAX (602) 1140 9469 11111 1111111111111111 9,,ffropv opr AUG 1 3 /998 Shts. 2 0' „. i :,.. , . , . . . , P i , . . , „ . , , . , 1-031 . FLUSH WAlfeSURFACE 0 IIII TRANSITION PER 94 UBC II I 7 C 0 - .01 �I�'� 1 c°, El. .1-", ' I 1 STORAGE 1 L___' 1 DUMPSTER 6' 5•,..,- (BOLLARD PIPE sc W ,.. I LZ ,_,. • /I .., 1 Z Et II • IIII ARRIA 8" CONCRETE STEM WALL r L _J L 8" MASONRY WALL w/ #5 VERTICAL BARS AT 4r S.C. HORIZONTAL BOND BEAM AT 48" S.C. 5 4 0 k PLAN • C 1111:44 ' SUITE^ 1 4 ELEVATIONS MONUMENT SIGN WALL SIGNS REQUIRE SEPARATE PERMIT 8" THICK CONCRETE APRON DUMPSTER WALL FOOTING 4/24/1998 i0 45.8 REFER S um G Dos - PE R R AD A8 DanGEOPNCLOSURE DUMPSTER ENCLOSURE i 101,wy #5 DOWELS AT 24" O.C. LAP W/ WALL vERTS AT 48" 0.C. ALTERNATE BENDS AT FOOTING 4 x 4" GALV TUBE STEEL SET INTO CONCRETE SLAB CONCRETE 3FEET CoNCRETE FOOTING S-8 WALL MOUNTED SIGN 0.F./01. 5'-24" L - RE PLAN TYP. SIGN TO 0 WALL SECTION 0 TYP. FOOTING DETAIL PLA 2-0" TYP. FOOTING DETAIL 0 COLUMN BOLLARDS oGATE POST AT DUMPSTER PAD COMPACTED EARTH FILL FORM CONC 6' DIAMETER STEEL PIPE BOLLARD FILLED WITH , CONCRETE AND PAINTEDl TO MATCH EXTERIOR WALL 3" CONCRETE COVERAGE ALL AROUND CONCRETE SLAB 0 22 (25 ROOFING PANELS 3U# ROOFING' FELT OVER 5/8" EXTERIOR PLYWOOD SHEATHING 2x6 RAFTERS AT 16" 0.C, PAINTED 1X WOOD FASCIA "- 2x6 WOOD PLATE WITH 1/20 AT 48" S.C. MAX. (MIN. 2 A.B. PER WALL) 8" CMU WALL WITH #5 VERY.— 48' O.C. IN GROUT FILLED CELLS 8 " 4 0 DUMPSTER ELEVATION il'-4" 0 I !! 1 DUMPSTER ELEVATION 11 - I ,1 L J DUMPSTER ELEVATION _ DUMPSTER SECTION MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE 45 DEGREES. STEP FOOTINGS AS REQUIRED. SEE TYPICAL STEPPED FOOTING DETAIL, (C-2 RIDGE 12 m - 7 / 2 RuCOTONETINNUAO,UL S W 2"O. / C. SIMPSON 5:0 EACH END EXTERIOR FINISH SYSTEM ()TRENCH AT EXTERIOR WALLS H H. 1) 0 B TgI T E T N 0 C m H O C F LOSER THAN (r , , FOOTING' OR FOUNDATION RESERVED PARKING F) VAN ACCESSIBLE] (Ti) Proportions In terna tional Symbol of Accessibility (I)) Display Conditions International Symbol of Accessibility ()TYPICAL HANDICAP SIGNAGE o 1 D % RESERVED PARKING 161 63 2 RI 111 23 63 El 21 611 NI id II 17011111211111E11 (C) International TDD Symbol (d) International Symbol of Access for Hearing Loss -- INTERNATIONAL SYMBOL OF ACCESSABLITY EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM' EACH STALL, OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEEL- CHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL 'NOT BE SMALLER THAN 70 SQUARE INCHES (4516rnm Sq.) IN AREA AND, WHEN IN A PATH OF TRAVEL. SHALL BE POSTED AT A MINIMUM HEIGHT OF 72" FROM THE BOTTOM OF THE SIGN. TO PARKING SPACE FINISHED GRADE. THE SIGN MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK, SPACES COMPLYING WITH ADA SEC. 4.1.2(5)(b) SHALL HAVE AN ADDITIONAL SIGN STATING "VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. IMPORTANT, THIS SIGN TO BE USED IN ALL CASES EXCEPT WHERE MUNICIPALITY REOUIRSS OTHERWISE, HANDICAP PARKING SIGN Job# 97-3004.01 Date: 4-15-98 Sheet Description: SF•E DETAILS Revision: A. Sheet 01101 1,11, SET A Planning/ Landscape Architecture 4148 North 48th Street Phoenix. Arizona 85018 (602) 840 2795 FAX (602) 1140 9469 11111 1111111111111111 9,,ffropv opr AUG 1 3 /998 Shts. SELF— ILLUMINATING /5 -100 SIGN ON PEDIMENT SEPARATE PERMIT \REQUIRED \ ' ,. POOL EQUIP. BLDG. REFER PD102 • ARCED TWO @ BANK 0.45 ACRES 3.24 TOTAL 0 PA "• PERGOLA REFER L -104 SELF — ILLUMINATING 5 -75 SIGNS ON TOWE — SEPARATE PERMIT REQUIRED ASPHALT PAVEMENT 5' -0" X6" CONC. ALK WITH CK SALT FINIS 4 0' SETBACK • NEW TOP OF BANK NEW BOTTOM OF BANK SATELITE DISH TO BE SCREENED BY LANDSCAPING TRASH ENCLOSURE SEE, DETAIL 2/C1101' CMU BLOCK WALL SEE DETAIL 1/L105 ACCESSIBLE ROUT FROM PUBLIC NANSPORTASON \\\ ORNAMENTAL MASONRY WALL WITH S -8 LA OUINTA LOGO, FRONT ILLUMINATE SIGN, SET IN STUCCO'. SURROUN SEPARATE PERMIT REQUIRE -, MONSTER ROAD NORTH /• °•\ I , • EXPLANATORY TITLE: LA OUINTA INNS, INC. INTENDS TO PROVIDE AN EXCEPTIONAL HOSPITALITY ENVIRONMENT. OWNER FAMILY FUN CENTERS APPLICANT LA OUINTA INNS, INC. 112 EAST PECAN STREET SAN ANTONIO , TEXAS 78299 (210)302 -6416 CONTACT: AL RAYMOND, III CIVIL ENGINEER KPFF 111 S.W. 5TH AVENUE STE#2500 PORTLAND, OR 97204 (503) 227 -3251 CONTACT: TALAL SHAHBANDER ARCHITECT /APPLICANT TODD & ASSOCIATES 4109 NORTH 44TH STREET PHOENIX, ARIZONA 85018 (602)952 -8280 CONTACT: WALLY LASSILA LANDSCAPE ARCHITECT WEISMAN DESIGN GROUP, INC. 2329 EAST MADISON SEATTLE. WASHINGTON 98112 (206)322 -1732 CONTACT: MIKE KLEER SITE DATA: PROPOSED USE: ZONING. BUILDING CODE: OCCUPANCY GROUP. CONSTRUCTION TYPE: MAXIMUM ALLOWABLE BUILDING BUILDING HEIGHT PROVIDED: LOT AREA: PROVIDED DENSITY: UNITS PROVIDED: ROOM COUNT (A) STANDARD DBL \DBL GUESTROOM 56 '!2 B) STANDARD KING SUITE 41 , , BI) STANDARD KING SUITE W/ SOFA 25 4. B2) SPECIALo KING SUITE W/. MECH. SHAFT 11 5, (C) BARRIER FREE DBL \DBL GUESTROOM 2 .U, (0) BARRIER FREE DBL \DBL GUESTROOM W /ROLL- IN 'SHOWER Z (E) BARRIER FREE KING GUESTROOM U, (F) BARRIER FREE KING G1'ESTROOM N /ROLL —IN SHOWER. 2 (G,H,Q DELUXE KING SUITE 4 +4 +4= 12 TOTAL 153 GUESTROOMS BUILDING AREA CALC. HOTEL LOBBY BUILDING= 16,992 S.F. HOTEL GUESTWING 68,614 S.F. TOTAL 85,606 S.F. PARKING CALC. REQUIRED: GUEST PARKING — 1.0 P.S. /I UNITS = 153 P.S H 1 PER EVERY 20 ROOMS FOR EMPLOYEES= 8 P.S TOTAL 161 P.S PROVIDED: STANDARD P.S. (9' X 19' W /2' O.H.)= 109 P.S COMPACT P.S. (8' X'16') ACCESSIBLE PARKING SPACES (B X 20' W /5' ISLE A 2' O:H.— CAR) 5 P.S (11' X 20' W /5' ISLE & 2' O.H,- VAN) I P S TOTAL 162 P.S 0 EXISTING ACCESS DRIVE REQUIRED SETBACKS D1111 DINGS SETBACKS FRONT YARD SIRE YARD REAR YARD 30' HT. ITE PLAN PARKING SF TRACKS i FRONT YARD SIDE YARD REAR YARD 0 HOTEL C / LI 1994 U.B.C. WITH WASHINGTON STATE AMENDMENTS R -1 TYPE V I HR. 0 LOBBY TYPE III I HR. 0 GUESTWING HEIGHT 44' -2" 4 STORIES GROSS = 3.32 ACRES NET — 2.87 ACRES 46 UNITS /GROSS AC 153 GUESTROOMS 47 P S 25 FT 5 FT 5 FT 5 FT AVERAGE, 2 FT MIN, 5 FT. AVERAGE. 2 FT MIN, 40 FT (REQUIRED ALONG SHORELINE) SYMBOL SCHEDULE ACCESSIBLE PARKING SPACE— REFER 9/C901 • FIRE HYDRANT, REFER TO CIVIL DRAWINGS • ACCESSIBLE BUILDING ENTRANCE & LOCATION OF I.A.S. SIGN KNOX BOX -S. LOCATION OF ACCESSIBLE & TOW AWAY SIGN— REFER 8 /C1101 •• • • INDICATES ACCESSSIBLE ROUTE INDICATER SH EET ACCESSSC - 901 IBLE RAMP SLOPE NOT TO EXCEED 1:12 — �IIIII� REF •—Q STANDARD LIGHT POLE WITH SHIELDED LIGHT FIXTURE— SCALE. 1' x 30' -0" Revision: Sheet 01201 fL1 „ P L, 111f �? SHVGTON BIG SEI' �ii.■.■ 1111111111111114111111 e7111 bl ■4 AI �a Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: SITE PLAN l M r, fi giji Architecture/ Planning; Landscape Architecture 4148 North 48th Street Phoenix,' Arizona 85018 (602) 840 "2795 FAX (602) 840 '9469 A A ©f RECEpj AUG 1 1 (995 PE RMITCENTER Shts. 1 // // / / / / , ,/ , 44 • 20 10 20 Landscape Plan Scale: 1"=20' \ ii a s 0/1413 1 1, NON1c ( Entry Enlargement Scale: 1".10' STATE OF WASHINGTON ARCHITECT RECEIVED CITY OF TUKWILA AUG 1 3 1998 PERMIT CENTER Wei§, riPesignGroilp -."'° 111 111111111P1111 III 111111111 ,g,..a 1 ; aolLgo III Architecture/ Planning/ Landscape Architecture Job# Date: 4-15-98 Sheet Description: Landscape Enlargement Plan Revision: l\ Owner's Comments A / Sheet Li I of 4 Shts. LANDSCAPE LEGEND SYMBOL BOTANICAL / COMMON NAME 0 0 0 0 0 ® Specimen Trees Magnolia kobus 'Wada's Memory Wada's Memory Magnolia or approved equal. Prunus sp. Flowering Cherry Pyrus ctalleryana Flowering Pear Shade Trees Acer rubrum 'Red Sunset' Red Sunset Maple Carpinus betulus 'Fastigata' Columnar European Hornbeam Gleditsia t. 'Shademaster' Shademaster Honey Locust Fraxinus o. 'Raywood' Raywood Ash Small Deciduous Trees Acer circinatum vine Maple Acer ginnala 'Flame' I ' Flame Amur Maple Co rnus' kousa KousaDogwood Cercis canadensis Redbud Evergreen Trees Pseudotsuga menziesii Douglas Fir Thuja p. Fastigiate Hogan Cedar Thuja o. 'Emerald Green' Emerald Arborvitae Chamaecyparis o. 'Gracilis' Hinoki Cypress Large Shrubs Arbutus unedo 'Cornpacta' Dwarf Strawberry Tree, Berber's thunbergii Japanese Barberry , Pieris,Japonica Mtn. Fire' Mtn. Fire Andromeda ' Nandina d. 'Moyer's Red' Moyer's Red Nandina Myr iCa Ca I irorelica Pacific Wax Myrtle Mahonia aquirolium Oregon Grape Phormium tenax New Zealand Flax F'yracantha 'Teton' Teton Pyracantha Prunus 1. 'Shipkaensis' Schipka Laurel Camellia japonica Camelia, Prunus I. 'Zabeliana' Zabel Laurel 0 1-Ir k r i n7 4 a o c r i . u a e ie rc e i a folio Ilex crenata 'Convexa' Convex-leaf Japanese Holly Osmanthus h. 'Varlegatus' Variegated Holly-leaf' Osmanthus Prunus lusitanica Portugal Laurel Rhododendron sp. Med. to large varieties as approved SIZE & CONDITIION Specimen quality, min. 4' caliper, full, spreading Form, min. 14-16' height, 54B, submit photos for review Specimen quality, min. 4 caliper, Full, spreading form, min. 12-14' height, 545, submit photos for review Specimen quality, min. 4" caliper, full, spreading form, min. 14-16' height, 15415, submit photos for review caliper, 10-12' ht., well branched above 5, 545 2" caliper, 10-12' ht., B4B 2" caliper, 12-14' ht., well branched above 5', E3415 1- caliper, 10-12' ht., well branched above 5', 54E3 Min. (3) trunks e 3 /4" caliper, well branched, 5415 1" caliper, 8-10' ht., ,645' Min. (3) trunks' e 3 / . 4 caliper, well branched, 545 l'' caliper, a ht., 545 Min. 6-8' ht., full 4 buiny to base 545 • Min. (o-5' ht., Full 4 bushy to base, 545 3-4' height, full and bushy to base, 545 4-5' height, full and bushy to base, 545 Min. 30-36" ht 24-30" spread full 4 bushy, 5 gallon cont. Min. 24-30" ht. 4 spread, Full 4 bushy, 5 gaHon cont. , Min. 24-30" ht. 4 spread e Bldg. Entry and Courtyard, Min. 15-15" ht. 4 ,spread else.where, Full and bushy, F345 or container. Min. 24-30" ht., Full and bus.hy, gallon cont Min. 24-30" ht. 4 spread, full 4 bushy, 5 gallon cont. Min 15-24" ht. 4 spread, full 4 bushy, eiie or container: r1rL 1S-24" ht. 4 spread, full 4 bushy, 545 or container. Min. 24-30" ht. 4 spread, full 4 bushy, 5 gallon cont.. Min. 30-36" ht., 24-30" spread, full bushy, 545 or container. 24-30" spread, Full and dense e 5Idq. Entry and Courtyard, la spread, Full and dense, elseswFiere, Owner's rep. to select varieties From those available at time Or planting 5 gal cont., 24-30" ht. and Spread Min. 4-5' ht., Full and bushy, min. 5 gallon cont. 24-3 0" ht. and spread, Full and bushy, 5 gallon cont. 3-4 height, specimen, full and bushy upright growth, min g allon cont. 24-30' spread, Full and bushy, cont. or• 546 24-30' spread, Full and bushy, 5 gallon cont. LANDSCAPE LEGEND (CONTINUED) SYMBOL BOTANICAL 1 COMMON NAME no symbol no symbol no symbol DISAMIShAtt Seasonal Flowers no symbol at) d=b Small Shrubs Abelia 2. 'Edward Goucher' Edward Goucher Abella Berber's g. 'LUilliam ,Penn' William Penn Barberry Cistus purpureus ' Orchid Rockrose Prunus 1. 'Otto Luykens' Otto Lukens Laurel Rhododendron sp. Small to medium varieties Pinus mugo 'Mugo' Mugo F'ine Viburnum claviclii David's Viburnum Arctostaphylos uva-urs1 KinnIkinnick Leucothoe fontanesiana Drooping Leucothoe Perennials/Grasses Hemerocallis sp. DayIlly Hosta sp. Hosta Lavandula angustifolia' Lavender Miscanthus s. GciIHrnus Maiden (_ j , min twice ROOTBALL Deciduous Tree Planting —Firm PLANTING BACKPILL Evergreen Tree not to scale Planting POINT TOP OF STAKE TOWARD PREVAILING WIND —2 HEM•FIR STAKE DRIVEN TO REFUSAL SECURE So TREE WITH 2 STRANDS NURSERY(- maN 2' SPECIFIED MULCH FINISH GRADE DECIDUOIJS TREE 1)2' dia. BLACK -- RUBBER OE 12 GA. WIRE (3) 2X2 DP. STAKES INTO SUIEGRADE 2 SPECIFIED MULCH FINISH GRADE PULL BURLAP OFF TO 1/3 OF ROOTBALL PLANTING BACKE I L L BREAK UP SIDES AND BOTTOM OF PIT. SIZE & CONDITIION 15-24" ht. 4 spread, Full 4 bushy, 5415 or container. Min. 15-24" ht. 4 spread, full 4 bushy, 5415 or container. Min. ia ht. 4 spread, full 4 bushy, 15 or container. 24-30" spread, full and bushy, cont. or 545 15-24" spread, Full and dense, Owner's rep. to select varieties from those available at time oF planting Min. IS-15" ht. 4 spread, full 4 bushy, E345 or container. Min. 15-15" ht. 4 spread Full 4 bushy, 54B or container. 1 gal. cont., 15-15" spread 15-15" spread and height. Full and bushy. container Quantities as noted, located as directed. (25)1 gallon pots e 18-24" on center (16) I gallon pots e on center (,20) 1 gallOn' pots e 4-24" on center 5 gallon Pot, Full and dense 47 pots 0 a" o.c. top quality annuals varieties to be selected by Owner's rep. from list or available varieties 1 gallon pots or Canna Lily 15" c.c. at entry as not on plan. Provide additional (200) 4'' pots or annuals / perennials For planters and site areas not indicated on plan. Locete under direction of I Owner's Rep. . Mulched Areas All planting areas to' be mulched per specifications Sodded Lawn See speciriCatiC Shrub Planting not to scale STATE OF WASHINGTON RE ARCHITECT o , smAN CEINFICATE NO 321 ,„.,••,, 61 0 0) 0) of 1 Owner's Comments weit,,rlifon„ .sign.Gr°01"P 231N Ewt , 4112 Pk7r1111r4) * Vol t 4, 111111111111111111 11:011111.11111 AP 1 _M w so, mom. Ig.:±51 Architecture Planning/ Landscape Architecture Job# Date: _4-15-98 Sheet Description: Landscape Ledend and Details Revision. Sheet If L2 4 H Shts. 3/4 3/4" — 2" slv 3/4 - I 3/4' 3/4' 3/41 1 CONTROLLER LOCATE CONTROLLER IN51[ POOL ROOM IN APPROXIMATE LOCATION SHOWN. VERIFY WIIT�TH A CHITECT. WALL MOUNT CONTROLLER AT EYE LEVEL. — R'OVIDE SEPARATE 15 AMP CIRCUIT AND 12m V.A.C. POWER - CONTROLLER. PROVIDE I" CONDUIT FROM CONTROLLER T. ' AREST PLANTING AREAS AS SHOWN. EXTEND 24" INTO PLANTING AREA, IS" BELOW GRADE, CAP AND FLAG. 3/4' POINT OF CONNECTION I 3/4: 2 APPROXIMATE LOCATION OF ROC. TO NEW 2" SERVICE LINE AS SHOWN ON CIVIL DRAWINGS: VERIFY AND ADJUST LOCATION,.. PRIOR TO INSTALLATION IF REQUIRED. PROVIDE P.O.G. COMPONENTS AS SHOWN IN POINT OF CONNECTION DETAIL. NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES. VERIFY MN. 55 PSI DESIGN FLOW AT P.O.C. PRIOR TO WORK. 1 -1/4' I -1/2' IRRIGATION NOTES: 40.8\ e Pm 1 -1/2' 1 -1/4' 3(.3 gpm /C ' STATE CF WASHINGTON WAF0.;HITECT w _ CFRTIFlCAIE 1•3, 321 I. ADJUST ALL IRRIGATION HEADS TO PROVIDE MAXIMUM COVERAGE, MINIMUM OVERSPRAY, AND NO FOGGING. SET ALL HEADS BACK FROM CURBS, PAVING, AND WALLS. 2. LOCATION OF IRRIGATION MAINLINE, LATERALS, AND SLEEVING ARE SCHEMATIC ONLY, AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. MAKE MINOR CHANGES TO COORDINATE WITH ACTUAL AS -BUILT DIMENSIONS AND CONDITIONS. 3. REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. pAct2f-- RECEIVED CRY OF TUKWILA AUG 1 3 1998 PERMIT CENTER We la%ncq,e kchli. lure Situ Norm,' C w oo ' ` CO co co C C , g , g al C a' O 5 Ti C3 W C T VJ ignGrot ��' 2Ji9 Ew, Mud�on 91 csa J7i�m] Job# - Date: - 4 - 15.98 Sheet Description: Irrigation Pan Revision: ' A Sheet Architecture Planning/ Landscape Architecture —3 of 4 Shts. VAN VAN IRfRIGATION LEGEND Symbol Item ❑ 0 STRIP SPRAY ® ® STRIP SPRAY SHRUB HEAD CONTROL VALVE © CONTROLLER SHRUB / LAWN HEAD SHRUB / LAWN HEAD SHRUB / LAWN HEAD SHRUB / LAWN HEAD SHUT -OFF VALVE STRAINER QUICK COUPLER MANUAL DRAIN MAINLINE LATERALS SLEEVES VALVE NUMBER vALVE SIZE ZONE 'SUMMARY Manufacturer / Cat NO. RAINBIRD 150X - B SERIES 1804 -LAWN, 1506- SHRUB? RAINBIRD ISmx - 12 SERIES (1804 -LAWN, 1806- SHRUB) RAINBIRD 150x - 10 SERIES (1804 -LAWN, 1806- SHRUB) (VAN WHERE SHOWN ON PLAN' RAINBIRD 1805 - 08 SERIES (1504 -LAWN, 1806- SHRUB) VAN WHERE SHOWN ON PLAN? RAINBIRD 180X - ISEST, 15551 (1804 -LAWN, 1806- SHRUB) RAINBIRD 1505 - B- I5EST,ISSST (1504 -LAWN, 1805- SHRUB) RAINBIRD 1505 - 04 - VAN SERIES (1806- SHRUB, RAINBIRD 100E 150 PER RAINBIRD ESP -24 MC BACKFLOW PREVENTOR FEBCO 805Y (I -1/2 ") AQUA (1 -1/2 ") WILKINS (1- 1/2 "). RAINBIRD 8 3RC 33K KEY / 51-1-0 ELL. CHAMPION "200 PVC -CLASS 200 'VC -CLASS 200 PVC -CLASS 200 ZONE IC:PM ZONE GPM 1 33.1 11 42.7 33.5' 13 30.3 3 152 13 23.9 4 4 ?.1 14 45.4 5 44.5 15 39.3 O 25.6 l6 42.3 7 31.2 17 43.1 8 8.2 18 33.2 `J 429 19 38.0 10 40.8 Description- Remarks 30 P51 ADJUST RADIUS AS REQUIRE, INSTALL PER DETAIL A. 30 P51 ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL A. 30 551 ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL A. 30 P51 ADJUST RADIUS AS REQUIRED. INSTALL PER DETAIL A. 30 PSI ADJUST RADIUS A5 REQUIRED, INSTALL PER DETAIL A. 30 551 ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL A. 30 P51 ADJUST RADIUS A5 REQUIRED, INSTALL PER DETAIL A. PLASTIC CONTROL VALVE, INSTALL PER DETAIL B. 24 STATION CONTROLLER WALL MOUNT IN BUILDING WHERE 5HOWN ON FLAN. DOUBLE CHECK VALVE, INSTALL PER DETAIL D. 200 P51 THREADED ENDS. INSTALL PER DETAIL D. BRASS STRAINER W/ 100 MESH SCREEN. INSTALL PER DETAIL D. INSTALL AT P.O.0 AS PER DETAIL G. PROVIDE (2) KEYS AND (2 !ELLS. INSTALL AT POINT OF CONNECTION 45 PER DETAIL El 2" MIN. SIZE, 15" MIN. DEPTH SIZE AS PER PLAN, 3/4!' MIN. UNLABELED PIPE SECTIONS TO MATCH THE LARGEST OF THE ADJACENT PIPES. ,UNLABELED PIPE AT THE END OF LATERAL RUNS TO BE 3/4 15" MIN. DEPTH. INSTALL WHERE INDICATED ON PLAN. SIZE SLEEVES PER PLAN. MINIMUM 2" SLVS. MINIMUM 15 DEPTH. SEE ZONE SUMMARY FOR G.P.M. FINISH GRADE II r - 11 -11 � !. ICI 11 �EL AIL II. I =11 III. Y MARLS %9TREET D" x 3/H KH B0 NIPPLE PVC TEE or ELL, MUSHINS AB REWIRED. N�11 USE BOTTOM INLET ONLY wC RISER SAME SIZE AS INLET PVC LATERAL Panel depth per .A5.111041,3. NOTES: L. TEMPORARILY CAP RISERS FOR PRESSURE TESTING. SEA ALL JOINTS rzfra TAPE ON MAREADS ONLY. AL NOT E PVC GAL V. IO PVC JOINTSLE TH 4. ALL THREADED PVC PIPE SHALL BE se. 00 4O CLOSE FITTINGS SHALL KR. 40. . N b. ALL O FITTIA GS NIPPLEP PIPE PERMITTED. SAM E d b FITTIN end P 9701 dm. IP dA S. FEMALE STA ION OF SPRINKL HeAD, « QC. INSTALL BO PIPING WILL NOT CONTACT LATERAL. ELEVATION PLAN ,PVC TH KH io NIPPLE 3 "LdJG r:l GAL V. ST. ELLS WICK CWPLER PLAN 9HPo1B « LALLN HEAD TCP FLUSH wFIN19H GRADE CD SHRUB /LAWN HEAD not to scale �I (Tl 3/ KH 40 ELLS // (21 x 31t" KH D0 ELLS rZ) MARLEX STREET ELLS w/o NIP III L 44i II E :AI A ,AI t1 Pvm KH. 00 NIPPLE.. 8 In. LENGTH PVC HdINLNE d « ' 1 ' 4 . 8 ' 5'1 p tone PVC 1H x TN S0 deg. ELL NO STREET ELL, ELEVATION AMETEK' B -Vt" POL V IRON I w VALVE BOx, TOP SECTION, /CO VER i GAL V. NIPPLE VARIABLE LENGTH 48 REWIRED JUMBO- SIZED PLASTIC VALVE BOX. INSTALL FLUSH 3/FINISH GRADE MANUAL:DRAIN VALVE w/ VALVE BOX ExTENS1ON5. A5 REDD II" . I1" VALVE BOX, INSTALL FLU5N W/ FINISH GRADE QUICK COUPLER 1 1 I -11 11 ,1 II II 11 11 I { II 11_ I SHUT -OFF VALVE /_ e NION- -TYP� 11 / [ UNION -TYP. NI jilpi ill 9 �II I1�NIQI'IIIIIl 1 I� v" min , • C ) i� /� t QUICK COUPLER VALVE not to scale PVG TEE ELL WITH BURRING 48 REWIRED, PVC THX 1. 80 deg, ELL PVC TH 9CH 00 NIPPLE S" Lp JG --f-PYG HIRADE S OUTLET NIPPLE nd SU ;a sh 10 0 Maxl 'PVCL w PvO PIPE, TUREADED CNN END h -f)Y'Y lfiS T 9^vr - cu, ft. DRAIN ROCK SUMP VALre DASHED EQUALS STOP .rd WARTS VALre CO SOLID EQUALS MANIAL AInLE VALVE 4LL PI A .rd Pmwe TO Be ORA dl.. AS IPe. RMPLR., NlCCTICN q SPAN VALre. O REMOTE CONTROL VALVE not to scale DOUBLE CHECK BACKFLOUI. PRE1-ENTER -- MIN. 6 0.1 DRAIN ROCK SUMP NOTE: II" X IT" VALVE BOx. INSTALL FLUSH w/ FINISH GRADE FINISH GRADE I:I P✓C BUSHING \ MAIN INS AND Se J L WIRES AND 917051. TAPE O BOTTOM CF MAIW.INE 4 A - PVC9x iHAD'P.- �1 = ice 11 :11 =11= (mg • ikl MEI INSTALL 3" DEPTH MIN. CF 3M• DRAIN ROCK IN BOTTOn CF VALVE BOx NOTE: PROVIDE VALVE BOX EXTENSIONS AS REWIRED. / 4.111 CONTROL VALVE CONTR WIRE R I.f. COILED IN BOx wPPORT VALVE Box u.TH rA, BRICXB -rrp. PVC INION MIN. A•' PVC KH RO Nr L e A r CBOTH ENDS r VALVE I. PROVIDE ONE QUICK COUPLER At ROC. AND ELSEWHERE AS 51-101-54 ON PLAN. 1. INSURE POSITIVE DRAINAGE FROM P 0C. COMPONENTS. PROVIDE DAYLIGHT t STRAINER 5R3I5 'NECESSARY. 3. PROvIDESIZE . QUANTITY OF VALVE BOXES A5 NECESSARY TO ACCOMMODATE ALL COMPONENTS. p POINT OF CONNECTION not to scale RECEIVED CITY OF TUKWILA AUG 1 3 1998 PERMITCENTER STATE OF WASHINGTON PEG D SG ARCHITECT wflSMAN 033TFKATE NO. 321 SUPPORT EACH VALVE BOX WITH f4) BRICKS, TYP, PRESSURE - REDUCING VALVE rlf ehown on legend) mqg Diu( ■®®..ems ■ ■�■�® 'Elio l i g tom • 1 g glia II ",Nb7 „!iGG Lam] Sheet Londscupe M Ntectve Slfe 1),O [)evM FlryvlelD signGrgup 2319 EmT AMOAGn 51 3eaMle. WD 'tEt 9BR1 (106 372.1711 Architecture/ Planning/ Landscape Architecture Job// - Date: - 4- 15 -98 Sheet Description Irrigation Leeaend, Notes and Details Revision (7r Shts. • 11111111111111111111 s - •-1 I I i t =� 1 =1 11 =11 I. 1 =111,; 1= 1111 II -' ! ; Il�i KRele 4/30/1998 15:56:23 I -103, Awn 6-0" HIGH; SEE' DETAIL 6/L105' LIGHT FIXTURE TYPE 'Z ";SEE ELEC. DWGS 1/2 POLY TUBING THRU SLEEVE TERMINATE W/ THREADED FLUSH CAP BELOW GRADE IN POT PROVIDE 3 EMITTERS PER POT! X18 LENGTH OF 4" PERFORATED PVC PIPE FILLED W/ PEA GRAVEL. DRILL POT. AS REQUIRED 1" CONDUIT Al SWEEP CONCRETE DECKING WITH ROCK SALT FINISH GATE RELEASE \/CY100 CY100 CY102 ,CY100 Y100 CY103 CY101 CY104 CY105 CY601 CY108 CY109 CY101 CY101 CY103 CY101 CY104 CY105 CY102 POOL 910 SOFT. SURFACE AREA CY110 NORTH CY103 CY101 CY104 CY105 CY109 SCALE: 1/4 Dee X /. GAZEBO COLOR LEGEND SHINGLES PLAZA BLUFF SW2 164 FASCIA PATINA GREEN ROOF TRIM/ FA POSTS/ DECORATIVE WOOD WORK/ CEILING ROOF TIERS/ LANTERN FLOOR S.W. BM 1079 CUPRINOL UV , SUNBLOCK WOOD, SEAL OVER COASTAL GRAY STAIN OCCUPANT I OHO /9 POOL AREA POOL & SPA- 910 S.F. /50= 18. OCCUPANTS POOL DFC.K- 7495 S.F /15® 166 OCCUPANTS TOTAL OCCUPANCY= 184. OCCUPANTS IT L'TNLAYOUT LIGHT LEGEND -- ,FIXTURE "EE" (POLE LIGHT, 12 TOTAL) - (1) - FIXTURE "HH" (BOLLARD - 24 ",15 TOTAL) Q FIXTURE "JJ" (TREE UP :LIGHT, -22 TOTAL) NOTF: INTERNATIONAL SYMBOL OF ACCESSIBILITY BORDER DIMENSIONS OF SYMBOL SHALL 6" MIN. MOUNTING HEIGHT SHALL BE 60" ABOVE FINISED FLOOR TO CENTERLINE OF SIGN, (SEE DETAIL 7b /C -1101) CY111 CONE. STEPPING STONES ROCK SALT FINISH ®CONC. HEADER NOT TO SCALE 1 1 1= 111 1 1 =1 11 =1 11 =111 I I -111 1111 1 111 1 1 L — 2" BELOW FOR DECOMPOSED GROUND OR MULCH 1/2" BELOW ® SOD CONDITIONS SEE LANDSCAPE DWG's FOR COORDINATION III -- sussosmamm 3 UNIT PAVEMENT 6" CONCRETE BORDER 2" SAND SETTING BED 704 -3/4" APPIAN PAVESTONE BUTT PAVERS AND TOP DRESSED W/ SANDED JOINTS (PATTERN: HERRINGBONE) BY PAVESTONE CO. 3215 STATE HWY. 360 GRAPEVINE. TX, 76099 (817)481 -5802 COMPACTED SUBGRADE ROCK SALT FINISH CONCRETE WALKWAY 2" SAND SETTING BED 704 -3/4" APPIAN PAVESTONE BUTT PAVERS AND TOP DRESSED W/ SANDED JOINTS (PATTERN: HERRINGBONE) BY PAVESTONE CO. 3215 STATE HWY. 360 GRAPEVINE, TX, 76099 (817)481 -5802 COMPACTED SUBGRADE CY108 GAZEBO FURNITURE LAYOUT C0106 CY107 CY104 CY105A ASH URN CY301 r46 tDLp1 SYMBOL Inl DESCRIPTION CY106 TABLE W/ UMBRELLA SLOT CY104 UMBRELLA W/ BLACK POLE 00107 CHAIR CY105A UMBRELLA BASE CY103 TABLE ',W/ UMBRELLA SLOT CY104 UMBRELLA WI PARCHMENT POLE CY101 CHAIR CY105 UMBRELLA BASE C1108 GAZEBO ENDTABLE CY109 GAZEBO LOUNGE CHAIR CY110 GAZEBO LOVE SEAT OTY. 4 TABLES 4 UMBLELLAS 16 CHAIRS 4 BASES 5 TABLES 5 UMBLELLAS 20 CHAIRS 5 BASES, 2 CY106 CY107 CY104 CY105A I SYMBOL 0 0 • • DESCRIPTION POOL GATE SIGN CY \ 02 SIDE TABLE 18 CY600 TERRA FORMS TRASH RECEPTACLE CY100 STACK SUN COT CY101 STACK CHAIR- TOTAL DOES NOT. INCLUDE CY101 TABLE C301 ARCH BRASS ASH /TRASH URN OTT.. 7 C1 TERRA, FORMS ASH ! URN CY1I1 BENCH 0 tE? CC Z d li 00 Z_w s e C3' cI 1-- a z <Z Z W Z >`t z U ~ �Q � ^^ 0 {,ice Z Z 0 Z < < 0 � W I- - ! U LLI Z IIIIIIIIIIIIIIIIIIIII L IN PI III amigo II 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job// 97- 3004.01 Date: 4 -15-98 Sheet Description: ENLARGED COURTYARD PLAN Revision: 0 A 0 A Sheet L103 1310 SET Architecture/ Planning/ Landscape Architecture � R OEF �KW/La AUG P 3 1988 PER CENTER Shts. ATclungoe NINE (9) 2x2 S ® 9" O.C. - PTO. FOURTEEN 410'S ® 1' -5" O(1. ) 2z PTO. DOUBLE 2X12 W/ 1/4" PLYWOOD SPACER BETWEEN HOLD PLYWOOD 1/4" FROM BOTTOM OF 2X12'S 1/2''0 BOLTS TYP. 'II� 1/4" X 6" STEEL FLANGE WELDED TO 1/4" X 8" STEEL , I . PLATE THAT PROTRUDES 7 ■ THRU MORTAR COPING E.I.F.S. COPING- T'IPICAL. STEEL ANCHORS AND BOLTS C.M.U. CAP W/ E.I.F.S. FINISH. 2 X 10 JOIST SIMPSON 'H2.5 AT EACH JOIST 1/4 " X 6" X 9" HIGH KNIFE PLATE W/ (4) 3/4 "0 THRU BOLTS 0 4" O.C. SCALE: 11/2 " = 1 -O" FINISH GRADE OR CONC. SLAB AS OCCURS CONCRETE FOOTING PILASTER DETAIL STEEL COLUMN W/ 1/2' STEEL CAP E.I.F.S! COLUMN DETAIL /o7,099R 11 j-32 2 X : � ■ I / BE DOUBLE 2 X 12 � 3/16 M \ I -104 Awn SCALE: 1 1/2" = 1' -0 "' STEEL COLUMN 1/4 1/2" X 12 2 12" STEEL BASE PLATE W/ (4) 3/4 "m A.B. SIDE ELEVATION /16 SEE DETAIL 109 ON SHEET S 201 FOR ADDITIONAL INFORMATION ABOUT CONC. ' PEDESTAL SCALE: 1/2" = 1' -0" 6" CONCRET BLOCK TYPE GARDEN WALL' WALL' E.I.F.S. COPING - TYPICAL G.M.U. CAP W/ l E.I.F.S. KNISH EXTERIOR FINISH SYSTEM AS SPECIFIED - NO INSULATION (1) /5 REBAR 0 FULL HEIGHT EACH CORNER CELL-FILL EACH CELL W/ CONCRETE ( 15 VERTICALS W/ 10" HOOKS IN FOOTING CONC. PIER- 6' 'FT (3)� 3 EACH G. WA Y yF 344 CONTINUOUS 3" CLEAR TYP. rt m r1 11 O SIDE ELEVATION SCALE:. 1/2" = 1' -0 • 3 1 KOOL DECK 1650 E.I.F.S. COLUMNS CONCRETE PEDESTAL 3 -5/8" METAL STUDS 0 /STEEL COLUMN COLUMN SECTION SCALE 1/2" = 1 -0 (9) AT 4 "X 4" C.T. OF C1 - "LA. QUINTA BLUE" APPLIED OVER 3/4" FOAM. 16'X16" E.I.F.S. COLUMNS FOURTEEN ( 2x10 ®1'- 5 "O. - PTO . NINE (9) 242'S 0 9" 0.C. - PTO. 16 "X16" E.I.F.S COLUMNS COURTYARD C TYPE ' ' GARDEN MU WALL WALL 1 11 _11 11 ' 11 1 1.11. 11 11 11.1 KOOL DECK ' SEE 'STRUCTURAL DRAWINGS SHEETS S- 109/S201', & 0- 401/S501 FOR DETAILS 16' -0" TO CENTERLINE OF COLUMN FLOOR PLAN 11 111111 II 11 11 II 11 11 ITI[[I 11 11 11 111111 II 11 II 11 11 II 11 11 111111 11 11 11 II 11 i1 1 11 111111 II 11 11 II III 11 11 I1 O ROOF PLAN SCALE: 1/2" = 1 -0" L iri1 i1I 1 [Ti[ L 11 11__1 SCALE; 1/2" = 1' -0" 16' -0" TO CENTERLINE OF COLUMN 11 [1 1! I 11 (1) DEEP 8"28"48" HOLLOW RED TILE O FRONT ELEVATION f, 1 SCALE: 1/2" = 1' -0" TYP. $ TYP. COURTYARD CMU WALL TYPE 'B' GARDEN WALL 111111 11 II 11 11 11 11 I II II 11 III I I111111111 =I=1i ®I11111I111111lel•I•I 11 11 11 1 tll I 11 11 1 1119 11 11 11 11 1 1 4 '1 1 - � I f - fl - 1 I9 1, I SI co 0 c' z CE Z a Z z > a 5 a m J J D W E z W �IZ 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job// 97- 3004.01 Date: 4-15-98 Sheet Description: COURTYARD DETAILS 'PERGOLA' Revision: B Planning/ Landscape Architecture Sheet L - 104 OA110 0 TODD STATE OG ,1'AS.1:1,0 TON Architecture/ 0[ necetvE RYpFru to AUG 1 3 1999 P ERMrrcenn p Shts. • ELEVATION SCALE: 3/8 " =1' -0" iii o¢ � 0 2 -4" PILASTER DETAIL SCALE: 4/8/1 10: 105.dwg 2" CLEAR MIN. 4" THICK CMU CAP 7/8" WIDE X 22 GAGE VANEER TIES AT 16" O.C. EXTERIOR FINISH SYSTEM LEAR MIN. AS SPECIFIED -NO INSULATION (2) #5 BARS IN CONT. GROUTED BOND BEAM (1) RED HOLLOW 8 "X8"XB" TILE (2) #5 BARS IN CONT. GROUTED BOND BEAM 6" MASONRY WALL WITH #5 VERTICALS AT 48" O.C. STRUCTURAL WI. AND WFI. SEE SCHEDULE, SHEET 5101 FOR ADDITIONAL INFORMATION EXTERIOR FINISH SYSTEM AS SPECIFIED -NO' INSULATION ti CMS #4 COUNTINUOUS VERIFY FOUNDATION REQUIREMENTS W/ STRUCTURAL DRAWINGS #5 0 12' O.C. LAP W/VERT. BARS AT 48 O.C. (2) is CONTINUOUS "" CLEAR TYP. #5 AT 16" O.C. L -105 PLANTING BED SCALE: 1 " -1' -0" LANTERN ABOVE CARD READER SEE DETAIL 5 THIS SHEET PAN C EXIT DEVICE AT POOLSIDE CARD READER SEE DETAIL 5 THIS SHEET 3 GARDEN WALL SECTION TYPE "B" LIGHT FIXTURE TYPE Z (SEE ES -102 FOR LOCATION OF FIXTURES) TYPE 'A' GARDEN WALL GATE MORTAR COPING- TYPICAL CMU CAP W/ E.I.F.S. (2) 7/8" WIDE x. 22. GA. TIES EXTERIOR FINISH SYSTEM AS SPECIFIED -NO INSULATION (1) #6 REBAR 0 FULL HIEGHT EACH CORNER CELL -FILL EACH CELL W/ CONCRETE AND #2 DES 9 8" S.C. (4) #6 DOWELS TO .LAP 30" W/ #6 VETICALS W/, 6" HOOKS IN FOOTING. CONC. PIER I /' 3'X 3''. FTG. W/ / (4) # 5IEACH WAY 3 #5 CONTINUOUS ^3" CLEAR TYP. 2 GATE RELEASE SEE DETAIL 7 THIS SHEET EDGE OF PAVEMENT FOR GATE WITH COLUMNS REFERENCE L-103 FOR LOCATION HARDWARE ,SCHEDULE 1SGL 42" X 72" METAL TUBE GATE 3 EA HAGER BB 1191 3 1/2 X 3 1/2 1 EA I I Cl CD1295 GATE SPRING /STANLEY 2 EA 1 TESA WALL' MOUNTED CARD READER (USED AS SWITCH FOR ELEC. STRIKE 1 INSIDE AND '1 OUTSIDE) I EA I L1- B252PD X 2 3/4 ", BS 626 DOUBLE CYLINDER DEAD LATCH /SCHLAGE 1 EA ADAMS RITE ELECTRIC STRIKE AS PROVIDED BY TESA FURNISH SEPARATOR GROMMETS AT ALL CONNECTORS BRASS CAP STEEL POST - PLANTING BED TYPICAL BAY u lu 111 L U III 1111 I - - III ull illl II-=-- 1 =11= =1 I= II = 11II]ID =1 1= 1f11] 1 �11Li= n 11U �Tu= 11U 1�111 = - = 111 1Z1] -Io ITS}- Ill1��.11I =1��Ill �1 -Ill71 u' = 1111-11.: -- THTf11 =Qi11- T CORE DRILL FOOTIN 1 1 1 -III I II AND ANCHOR POST WITH NON SHRINK GROUT 3000 PSI CONCRETE FOOTING 12 "' SQUARE NOBLE TILE KNT 336 (COBALT BLUE) (1 DEEP ROWS 8' HOLLO�WO ED TILE QUARRY TILE CO. FROST RESISTANT POOL FENCE 05 N.T.S. #2 TIES AT 8" O.C. PLAN DETAIL NIP SCALE: 1 " -1' -0" 03 II 2' - Q' ES -/ ALUMINUM FENCE BY JERITH MFG. 3901 G STREET PHILADELPHIA PA 19124 STYLE #q 101'(INDUSTRAIL) COLOR: BRONZE (SHERWIN WILLIAMS BM /980). NOTE: • POOL FENCING AND GATES TO MEET' ALL APPLICABLE GOVERNMENTAL REGULATIONS. Al FURNISH SEPARATOR GROMMET AT ALL CONNECTIONS ro FINISHED GRADE #6 REBAR FULL HEIGHT EACH CORNER CELL -FILL W/ GROUT METAL MASONRY ANCHORS TYPICAL RUN WALL HORIZ. BARS THRU PILASTER \. liL cm' ° ' i all TM=rT�l.11 ni lrir - r 1.-... �i�m� ga�J ■II I`ii: GROUTED OUTED CELL VERTICAL IN SOLID GR �• EXTERIOR FINISH SYSTEM AS SPECIFIED 410 INSULATION 14' -0" ELEVATION NTS CARD ACCESS SYSTEM MY TESA ENTRY SYSTEMS INC. 2714 APPLE VALLEY ROAD ATLANTA, GA 30319 (800) 749- 2983 - TYLOR RIDGEWAY (SEE HARDWARE SCH. AT LEFT) STEEL POST TYPICAL PROVIDE LOCAL FIRE DEPT. WITH OVERRIDE ACCESS CODE FOR GATE. 1 1/2X2" ALUMINIUM TUBING CARD ACCESS EQUIP. SCALE: 1" -1' -0" 4 WALK SURFACE SEE SECTION A ELECTRONIC STRIKE FINISH GRADE TO POWER SUPPLY STEEL POST W /BRASS CAP `3000 PSI- SET POST IN GALVANIZED STEEL 10" CONCRETE FOOTING WITH "POROX" OR EQUAL (TYP) GATE GATE E L E VA TI O N INFERENCE�L -1 3 DEEP X 10" WIDE NOT TO SCALE CARD READER HOUSED IN 2 "x3 "x5" STEEL 80X. PAINT TO MATCH FENCE DECORATIVE LEAF BASE 1a NOTE SECTION/ ELEVATION BUTTON TO FACE AWAY FROM GATE SEE DETAIL 4 THIS SHEET FOR PANEL LOCATION. 4 " 4 "x4 "x8" GALV. BOX PAINT WHITE. GATE RELEASE BUTTON W/ FACE PLATE I I 1J .J) b 6" ,1 GATE RELEASE BUTTON PANEL NTS STEEL POST W /BRASS CAP S PLAQ G ATE R T EXT WELD TUBE TO BOX 2" SO. GALV. TUBE PAINT WHITE FINISH GRADE POWER SUPPLY LINE CONCRETE FOOTING FOUNTAIN C.F. /C.I.(Plaza Bowl) NOT TO SCALE ENTRY LOCK SYSTEM IS EQUIPPED WITH BATTERY BACK -UP FUNCTION IN THE EVENT OF POWER FAILURE. 1" SQUARE ALUM. TUBING ALUMINUM GATE JERITH MFG. 3801 G STREET PHILADELPHIA, PA COLOR: BRONZE 2" X 4" X 1/4" PLATE EACH SIDE ANCHORED TO PILASTER W/ (2) 3/8" HEX BOLTS INTO LEAD MASONRY SHIELDS PROVIDE KNOX BOX FOR FIRE DEPARTMENT CARD KEY ELECTRIC CARD READER • 4" MAX. OPENING 2 -1/2" X 2 -1/2" ALUM. TUBING CONDUIT WITHIN TUBE RE: ELECTRICAL. FOR CONNECTION \-4" WALK SURFACE SPEC # LQW -2430 NOTES 1. GLASS FIBER REINFORCED BOWL & BASE WITH SELF CONTAINED 0,025 H.P. PUMP - MFG. BY MAGNALITE SYSTEMS, INC. (TEL. 702 - 883 -8300) 2. CONTRACTOR TO FURNISH & INSTALL 3,000 P S.I, CONCRETE PAD 1'- 6 "DIAM X 4" THICK OVER 95% COMPACTED SUBGRADE; 3. CONTRACTOR SHALL INSTALL 110 VOLT POWER IN CONDUIT TO EXTEND UP INTO HOLLOW BASE OF FOUNTAIN; 4, SECURE FOUNTAIN TO CONCRETE PAD WITH ADHESIVE; 5. CONTRACTOR TO FURNISH SWITCH & PUMP DRY CUT -OFF VALVE; ntqt-0167 0 Q 0 Q CC Z Z W I— W UO 0 4 J wr. LL p Z Z Revision: r aoOR FE \ All / GACi TOED t TL WASHIATTOII Sheet L105 Bit) SET ERE TECT !,n ii B....■ ■N PI 1111 ,a: is : si via • . : L ! Architecture,/' Planning/ Landscape Architecture 4198 North 48th Street Phoenix, Arizona 85018 FAX (80 ) 840-9469 Job# 97 »3004.01 Date: 4 -15-98 Sheet Description: COURTYARD DETAILS d 0 Q (REC ENEp AUG 1 F3 1998 pen wcarrER Shts, E PA OF I �'IT IJ ICE GATE STEEL NIIGHTLATCH F ARDN(ARE T TDE PLATE .S I \ P� 1 7 1 I •4 ® I S REL(iASE OE ®POOL HOUS'IHC IREFER HEDl�I(E I)E FO(2 TO I I I I I 1 1 I I ENTRY LOCK SYSTEM 15 EQUIPPED WITH BATTERY BACK -UP FUNCTION IN THE EVENT OF' POWER FAILURE ELEVATION SCALE: 3/8 " =1' -0" iii o¢ � 0 2 -4" PILASTER DETAIL SCALE: 4/8/1 10: 105.dwg 2" CLEAR MIN. 4" THICK CMU CAP 7/8" WIDE X 22 GAGE VANEER TIES AT 16" O.C. EXTERIOR FINISH SYSTEM LEAR MIN. AS SPECIFIED -NO INSULATION (2) #5 BARS IN CONT. GROUTED BOND BEAM (1) RED HOLLOW 8 "X8"XB" TILE (2) #5 BARS IN CONT. GROUTED BOND BEAM 6" MASONRY WALL WITH #5 VERTICALS AT 48" O.C. STRUCTURAL WI. AND WFI. SEE SCHEDULE, SHEET 5101 FOR ADDITIONAL INFORMATION EXTERIOR FINISH SYSTEM AS SPECIFIED -NO' INSULATION ti CMS #4 COUNTINUOUS VERIFY FOUNDATION REQUIREMENTS W/ STRUCTURAL DRAWINGS #5 0 12' O.C. LAP W/VERT. BARS AT 48 O.C. (2) is CONTINUOUS "" CLEAR TYP. #5 AT 16" O.C. L -105 PLANTING BED SCALE: 1 " -1' -0" LANTERN ABOVE CARD READER SEE DETAIL 5 THIS SHEET PAN C EXIT DEVICE AT POOLSIDE CARD READER SEE DETAIL 5 THIS SHEET 3 GARDEN WALL SECTION TYPE "B" LIGHT FIXTURE TYPE Z (SEE ES -102 FOR LOCATION OF FIXTURES) TYPE 'A' GARDEN WALL GATE MORTAR COPING- TYPICAL CMU CAP W/ E.I.F.S. (2) 7/8" WIDE x. 22. GA. TIES EXTERIOR FINISH SYSTEM AS SPECIFIED -NO INSULATION (1) #6 REBAR 0 FULL HIEGHT EACH CORNER CELL -FILL EACH CELL W/ CONCRETE AND #2 DES 9 8" S.C. (4) #6 DOWELS TO .LAP 30" W/ #6 VETICALS W/, 6" HOOKS IN FOOTING. CONC. PIER I /' 3'X 3''. FTG. W/ / (4) # 5IEACH WAY 3 #5 CONTINUOUS ^3" CLEAR TYP. 2 GATE RELEASE SEE DETAIL 7 THIS SHEET EDGE OF PAVEMENT FOR GATE WITH COLUMNS REFERENCE L-103 FOR LOCATION HARDWARE ,SCHEDULE 1SGL 42" X 72" METAL TUBE GATE 3 EA HAGER BB 1191 3 1/2 X 3 1/2 1 EA I I Cl CD1295 GATE SPRING /STANLEY 2 EA 1 TESA WALL' MOUNTED CARD READER (USED AS SWITCH FOR ELEC. STRIKE 1 INSIDE AND '1 OUTSIDE) I EA I L1- B252PD X 2 3/4 ", BS 626 DOUBLE CYLINDER DEAD LATCH /SCHLAGE 1 EA ADAMS RITE ELECTRIC STRIKE AS PROVIDED BY TESA FURNISH SEPARATOR GROMMETS AT ALL CONNECTORS BRASS CAP STEEL POST - PLANTING BED TYPICAL BAY u lu 111 L U III 1111 I - - III ull illl II-=-- 1 =11= =1 I= II = 11II]ID =1 1= 1f11] 1 �11Li= n 11U �Tu= 11U 1�111 = - = 111 1Z1] -Io ITS}- Ill1��.11I =1��Ill �1 -Ill71 u' = 1111-11.: -- THTf11 =Qi11- T CORE DRILL FOOTIN 1 1 1 -III I II AND ANCHOR POST WITH NON SHRINK GROUT 3000 PSI CONCRETE FOOTING 12 "' SQUARE NOBLE TILE KNT 336 (COBALT BLUE) (1 DEEP ROWS 8' HOLLO�WO ED TILE QUARRY TILE CO. FROST RESISTANT POOL FENCE 05 N.T.S. #2 TIES AT 8" O.C. PLAN DETAIL NIP SCALE: 1 " -1' -0" 03 II 2' - Q' ES -/ ALUMINUM FENCE BY JERITH MFG. 3901 G STREET PHILADELPHIA PA 19124 STYLE #q 101'(INDUSTRAIL) COLOR: BRONZE (SHERWIN WILLIAMS BM /980). NOTE: • POOL FENCING AND GATES TO MEET' ALL APPLICABLE GOVERNMENTAL REGULATIONS. Al FURNISH SEPARATOR GROMMET AT ALL CONNECTIONS ro FINISHED GRADE #6 REBAR FULL HEIGHT EACH CORNER CELL -FILL W/ GROUT METAL MASONRY ANCHORS TYPICAL RUN WALL HORIZ. BARS THRU PILASTER \. liL cm' ° ' i all TM=rT�l.11 ni lrir - r 1.-... �i�m� ga�J ■II I`ii: GROUTED OUTED CELL VERTICAL IN SOLID GR �• EXTERIOR FINISH SYSTEM AS SPECIFIED 410 INSULATION 14' -0" ELEVATION NTS CARD ACCESS SYSTEM MY TESA ENTRY SYSTEMS INC. 2714 APPLE VALLEY ROAD ATLANTA, GA 30319 (800) 749- 2983 - TYLOR RIDGEWAY (SEE HARDWARE SCH. AT LEFT) STEEL POST TYPICAL PROVIDE LOCAL FIRE DEPT. WITH OVERRIDE ACCESS CODE FOR GATE. 1 1/2X2" ALUMINIUM TUBING CARD ACCESS EQUIP. SCALE: 1" -1' -0" 4 WALK SURFACE SEE SECTION A ELECTRONIC STRIKE FINISH GRADE TO POWER SUPPLY STEEL POST W /BRASS CAP `3000 PSI- SET POST IN GALVANIZED STEEL 10" CONCRETE FOOTING WITH "POROX" OR EQUAL (TYP) GATE GATE E L E VA TI O N INFERENCE�L -1 3 DEEP X 10" WIDE NOT TO SCALE CARD READER HOUSED IN 2 "x3 "x5" STEEL 80X. PAINT TO MATCH FENCE DECORATIVE LEAF BASE 1a NOTE SECTION/ ELEVATION BUTTON TO FACE AWAY FROM GATE SEE DETAIL 4 THIS SHEET FOR PANEL LOCATION. 4 " 4 "x4 "x8" GALV. BOX PAINT WHITE. GATE RELEASE BUTTON W/ FACE PLATE I I 1J .J) b 6" ,1 GATE RELEASE BUTTON PANEL NTS STEEL POST W /BRASS CAP S PLAQ G ATE R T EXT WELD TUBE TO BOX 2" SO. GALV. TUBE PAINT WHITE FINISH GRADE POWER SUPPLY LINE CONCRETE FOOTING FOUNTAIN C.F. /C.I.(Plaza Bowl) NOT TO SCALE ENTRY LOCK SYSTEM IS EQUIPPED WITH BATTERY BACK -UP FUNCTION IN THE EVENT OF POWER FAILURE. 1" SQUARE ALUM. TUBING ALUMINUM GATE JERITH MFG. 3801 G STREET PHILADELPHIA, PA COLOR: BRONZE 2" X 4" X 1/4" PLATE EACH SIDE ANCHORED TO PILASTER W/ (2) 3/8" HEX BOLTS INTO LEAD MASONRY SHIELDS PROVIDE KNOX BOX FOR FIRE DEPARTMENT CARD KEY ELECTRIC CARD READER • 4" MAX. OPENING 2 -1/2" X 2 -1/2" ALUM. TUBING CONDUIT WITHIN TUBE RE: ELECTRICAL. FOR CONNECTION \-4" WALK SURFACE SPEC # LQW -2430 NOTES 1. GLASS FIBER REINFORCED BOWL & BASE WITH SELF CONTAINED 0,025 H.P. PUMP - MFG. BY MAGNALITE SYSTEMS, INC. (TEL. 702 - 883 -8300) 2. CONTRACTOR TO FURNISH & INSTALL 3,000 P S.I, CONCRETE PAD 1'- 6 "DIAM X 4" THICK OVER 95% COMPACTED SUBGRADE; 3. CONTRACTOR SHALL INSTALL 110 VOLT POWER IN CONDUIT TO EXTEND UP INTO HOLLOW BASE OF FOUNTAIN; 4, SECURE FOUNTAIN TO CONCRETE PAD WITH ADHESIVE; 5. CONTRACTOR TO FURNISH SWITCH & PUMP DRY CUT -OFF VALVE; ntqt-0167 0 Q 0 Q CC Z Z W I— W UO 0 4 J wr. LL p Z Z Revision: r aoOR FE \ All / GACi TOED t TL WASHIATTOII Sheet L105 Bit) SET ERE TECT !,n ii B....■ ■N PI 1111 ,a: is : si via • . : L ! Architecture,/' Planning/ Landscape Architecture 4198 North 48th Street Phoenix, Arizona 85018 FAX (80 ) 840-9469 Job# 97 »3004.01 Date: 4 -15-98 Sheet Description: COURTYARD DETAILS d 0 Q (REC ENEp AUG 1 F3 1998 pen wcarrER Shts, GENERAL NOTES SPA NOTES 1. PROVIDE A 2/0 BARE CCOPPER GROUND WIRE WITH 3/4 x10 COPPER -GLAD GROUND RODS PERIMETER AND SPAAPERIME POOL PERIMETER. 2. START THE GROUND WLLRE AT A A AROUND BOX AND Al EEPIN5 THE iA L WALL. U ROUNIDALL ETL WALLS, AND DAVE LOOPS OUT TO GGG TH DE CK STEEEL. QQTHE BE RN OS A CO CONNECTARD WH E MESH STEEL IS USE, INSTALLER LL BE USE INSTALLLN E ACCORDANCE Al H N.E.C. 680. 3. JUNCTION BOXES SHALL NOT BE INSTALLED IN THE POOL DECK AND SHALL BE ABOVE GRADE IN LANDSCAPED AREAS. 4. ALL ELECTRICAL CONNECTIONS TO EQUIPMENT IN THE POOL EQUIPM IDTIG NT HT ROOM CONDUIT. ALL BE WITH UOU SH 5. PROVIDE ALL INTERCONNECT WIRING WITHIN THE POOL EQUIPMENT ROOM REQUIRED BY THE MANUFACTURER TO P OV1DE A FULLY OPERATING SYSTEM. 6. FOR EACH LIGHT CIRCUIT PROVIDE A DOUBLE POLE, N N -FUS D 120VAC WEATHERPROOF LOERABLE DISCONNECT OT Ilk OUTSIDE OF THE BUILDING NEXT TO THE STRIKE SIDE OF THE POOL EQUIPMENT ROOM DOOR. SWITCH BOTH HOT AND NEUTRAL. 7. IN POOL EQUIPMENT ROOM E ONLY GRC, VC, OR LIQUIDTIUSCHT. 8. REFER TO MECHANICAL PLUMBING, LANDSPAC AND EL DRAWINGS P OR RELATED INFORMATION. 1. ALL SPA SUPPORT EQUIPMENT TO BE LOCATED IN THE POOL EQUIPMENT ROOM UNLESS OTHERWISE SPECIFIED. 2. THE INFORMATION SHOWN HERE IS OF A CONCRETE SPA. 3. FINAL DESIGN OF THE SPA AND ALL SUPPORT EQUIPMENT TO BE PROVIDED BY THE INSTALLING CONTRACTOR. 4. SHOP DRAWINGS FOR APPROVAL PRIOR TYPE INSTALLATION. 5.7E IS RE FOR CONFORMING TO ALL LOCAL CODES AND BUILDING REGULATIONS. 6. GENERAL CONTRACTOR TO COORDINATE ALL POWER AND PLUMBING REQUIREMENTS. POOL DATA I1. SURFACE AREA - 910 SQUARE FEET '2 PERIMETER - 130' -0" LF 3. VOLUME IN GAL. - T.B.D 4.DESIGN FLOW - 90 GPM 5. DES. TURNOVER - 3.89 HRS. TURNOVER 6. FILTER RATE - 1275 GPM S.F. / 7. ALL PLUMBING & ELECTRICAL SUPPLY B. AND RETURN LINES FOR POOL AREA SHALL CONNECT B POOL EQUIP. ROOM ALL DOMESTIC COLD WATER PIPING IN POOL AREA SHALL BE TYPE "L" SOFT COPPER NOTE: CONTRACTOR TO COORDINATE ALL PIPING AND ELECTRICAL WITH SUBCONTRACTOR PRIOR TO POURING POOL AND POOL DECK AREAS. KEY NOTES 0 NOTES 1. PROVIDE UU MAC SSU ()R qo NIN�� NN g UU g 0 MA .p T O P R C MA ' VG ' ION PAL FO ALL A H TI UNITS I 2 1. REFER TO LANDSCAPE DRAWINGS . REFER TO PD102 & MECHANICAL, FOR INFORM TON. RAWINGS ' FOR RELATED INFORMATION, : TILE TO MATC COPING TILE PD101 BOND ALL METALUC PARTS INCLUDING REINFORCING STEEL TO 2/0 GROUND " RING USING EXOTHERMIC WELD CONNECTIONS. THIS INCLUDES BUT NOT LIMITED TO METAL POOL' STRUCTURE, LADDERS, REINFORCING, STEEL OF POOL SHELL, COPING STONES AND DECK, METAL PARTS OF EQUIPMENT ASSOCIATED WITH POOL. WATER CIRCULATING SYSTEM AND ALL OTHER METAL PARTS WITHIN 5' -0 HORIZONTALLY OF THE INSIDE WALLS OF THE POOL AND WITHIN 12'. ABOVE. THE MAXIMUM WATER LEVEL OF THE POOL. PD101 SKIMMER 'J I AIN DRAINF -'t SEE 1 - A101 LP -6 THRU POOL LIGHT DISCONNECT POOL ELECTRICAL PLAN ,SITE -GLASS PRESSURE GAGE SPA ONE -LINE DIAGRAM SEE 11 -PD101 POOL DRAINS TO SANITARY SEWER IR RELIEF VALVE PIPE TO FLOOR 5/8 "x10' COPPER CLAD GROUND ROD (TYPICAL) HEATER DEEP HEAT RETURN FLOW METER TO SPA RETURNS II 6' -4 7/8i 10' -11 3/8' 10 PIP }� - 6" AIR GAP DIAMETERS i DIAMETERS SS RAILING 2/0 IN 1" SCH. 2/0 IN 1" SCH. 40 PVC „ THERMOMETER 4 -- H FROM POOL MANUAL FILL CHLORINATOR - N.T.S. SCALE: 3/16 =1' -0 ": SEE POOL AND SPA PLAN BELOW FOR CONTINUATION AND REFER TO CIVIL SITE. DETAILS. FOR ACTUAL POOL AND SPA PIPE ROUTINGS POOL PLUMBING PLAN 1 - 1/2" PD101 3" POOL FILL. LINE 2" POOL RETURN 3" POOL SKIMMER', 3" POOL MAIN DRAIN MANUAL MAKE-UP WATER 4 4117 PRESSURE GAGE / . // SPA (100W) \ / / 2" AIR INTAKE. TERMINATE LIGHT �� / WITH GOOSENECK AND INSECT / / SCREEN' IN PLANTER. , // Q //}T,/ (2) 12'x 12 "I DRAINS H ABOVE GRADE BOX MOUNTED CAST JUNCTION / ON STEEL CHANNEL v' / PEDESTAL (TYPICAL) (2) 2" SKIMMERS W /EQUALIZERS ` _ _.// 1/4 AIR RELIEF VALVE rPIPETO FLOOR ` J / C oo P GAGE RE Y-' I CAGEUND o AIR INTAKE (BY UNION (TYP)7 -I SP IN PLANTER) UNION FILTER SKIMMER ! -:I. -- PUSH -PULL VALVE SPA I PUMP MAIN \ / +DRAIN ; MAIN DRAIN , I�. -- SITE -CLASS , • 0 JET PUMP g1VSU ' �� - " , AIR GAP P /IM 5 5 I SEWERNITARY FIXED INLET SCALE: 1 /4 " -1'. -0 3" SPA :JET MAIN DRAIN 2" SPA SKIMMER 0' 2" SPA JET RETURN ,, -1/2" SPA RETURN. ' 3" SPA FILL LINE POOL ONE - LINE DIAGRAM %117 N.T.S. - 111911 I =III 6 - #4 CONT. 1� # ® 12" 0/C 6" MIN 3" CLEAR PD101 5 - #4 CONT. #3 0 12" 0/C HEATER - "-CHLORINATOR PD101 IIIIII =II� STEPS - STRUC. REINFORCING SEE 1 -P0101 SEE 1 -8101 POOL SECTION SEE, 1 -PD101 2" D4 5/0 DIA. �.- THERMOMETER - -r ANCHOR COVER FLOW METER ip pppL JJJ111 I INLE WEDGE ANCHOR DIETERS DIAMETERS POOL DECK WATER LINE POOL BOTTOM ATER LINE NEOPRENE BU PD101 SPA SECTION VALVE POOL FLOOR MAIN cDRAIN GASKET OUTLET CAST BRONZE BODY 50 -50' SOLDER I 1 -1/2" DIAMETER COPPER 6" Llt COLLECTOR TUBE t - " -- 3/8" "Z /B" DIAMETER HOLES MAIN DRAIN N.T.S. PD101 1/2• - 1 -O Sheen PD101 PAIN TED WARNING SIGNS 4/1 MARKING DEPTH PAINTED SLEEVE FOR SKIMMER ACCESSIBLE POOL LIFT STEPS HANDRAIL POOL AND SPA. FOR FINAL LOCATION OF SEE COURTYARD LAYOUT POINT OF BEGINNING. SPA �' , VENTURI JETS (8 AI (2 lin . . 78S.F 0 o a.if SLEEVE FOR ACCESSIBLE POOL LIFT CERAMIC TILE-) 2" CW POOL EDGE DETAIL 6" AIR GAP CATILEVER DECK COOL DECK FINISH WATER LEVEL IIIIIIIIIIIIIIII� 3" = 1' - IN ALL PIPING AND CONDUIT CONT. AROUND POOL TO BE ENCASED IN CONCRETE (2" MINIMUM COVER) GENERAL NOTES 1. THE POOL DRAWINGS AND RELATED SPECIFICATIONS ARE TO BE CONSIDERED AS GUIDELINES FOR MEETING MINIMUM REQUIREMENTS WHICH MAY CHANGE AS A RESULT OF STATE, LOCAL CODE AND HEALTH. DEPARTMENT REQUIREMENTS. THE POOL CONTRACTOR IS RESPONSIBLE TO MAKE SURE HIS POOL CONSTRUCTION DOCUMENTS AND BID INCLUDE REQUIREMENTS AS NECESSARY TO MEET STATE AND LOCAL CONDITIONS AND OBTAIN NECESSARY PERMITS FOR CONSTRUCTION. 2. THE POOL CONTRACTOR'S DESIGN DRAWINGS MUST BE SIGNED AND SEALED BY A LICENSED ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS BEING CONSTRUCTED. NOTE: POOL DECK TO SLOPE AWAY 1/4" PER FOOT TYPICAL BEAM SECTION - PROFILE SEE 1 - PD101 N.T.S. 4 CONT. WATER LINE "-WATER LINE 6" CERAMIC TILE - SEAL TOP QUAMAGRA TILE INC. 6 "06" DIAMOND MODEL DD- (BLUE) NOTE: DEPTH OF INITIAL CURVATURE VARIES POOL FINISH SLOPE TO DRAIN #4 @ 8 ",O.C. E.W. FORiVERT.',,,WALLS #3 0'12° O.C. E.W. HORIZ. # ®02 "'0 /C E.W. - BOTTOM N.T.S:' 2" DIA. 5.5, HANDRAIL ` - WATER LINE N4 6! NOSINGS - #4 0 8" 0.C. L 2" O.C. E.W. IPA* 4 2'. .0„ 1/8" v 1' -0" PER N.T.S. N.T.S. H NOTE: SEE POOL ENGINEERING DRAWINGS FOR STRUCTURAL REQUIREMENTS. ® UNDER. WATER LIGHT •1 . . 1 0 - 0 q g °Ai CONG Kt It YAVEMENT COPING RE: 7 -PD101 (MATCHES POOL) SKIMMER CERAMIC 1E 2 "i S0. O O.C. VENTURI JETS (B) PIASTEHED FINISH WATER SUPPLY DRAINS (2) 4 . o:' T'[ ' a GENERAL NOTE NOTF: THIS SHEET IS NJT PART OF THIS REVIEW. IT IS INCLUDED' WITH THIS SET FOR COORDINATION ONLY. A SEPARATE PERMIT IS REQUIRED FOR THE SWIMMING POOL. WATER LINE I B' C oo NDUIT CAST LIGHT NICHE TO BE EMBEDDED IN CONC. W/ PLASTER FINISH WATER TIGHT. SAFETY LENSE GROUND. LINE. NOTE:. SEE. TYPICAL BEAM PROFILE FOR FURTHER DELINEATION • • Q 0 cc z a O Z W Z Q Z > < Q 0 .. <5 1 CC W I'- Z Revision: SILT - ptEG'31. ETIRL' ARCHITECT 117111111111111111 11111111 Avis 'cis w ' gam • • viiti41 Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 Job// 97- 3004.01 Date: 4 -15-98 Sheet Description: POOL DETAILS II KRele 4/23/1998 14:47:12 PD-- 109.dwq SOLID BLOCKING W/ (3) EQUALLY SPACED 2 HOLES DRILLED IN EVERY BLOCK FOR ROOF VENTING RIP TOP FOR ROOF SLOPE PRE - FORMED METAL ROOF ax HOOD PLATE Ar 4a• o.c. R -30 INSULANO sArE N 1. Ai EACH TRU SS BOND BEAM PER C.S.N. PROVIDE 2' -uYERS 301 FELT Oh ALL ROOFS 247 FROM INSIDE FACE OF EXTERIOR WALLS- TYPICAL r PLYWOOD EDGE NAILING INTO BLOCKING 2X BATTEN. SPACED TO SUPPORT ROOFING TILES 0 24' O.C. ON 308 FELT 2X BLOCKING W 3 -16d 70E NAILS PER BLOCK INTO WOOD PLATE ELEV B- I/2' 1.0. '2 PLATE 1\ 1' E.I.F.S. ON 2- LAYERS 5/e' FlRECODE GYPSUM SHEATHING VE 1' NT EIFS STRIP ON EXTERIOR SHEATHING SEE'. STRUCTURAL DWG. SHEAR DETAILS Q5 VESTS AT. Cr O:CI BOND BEAM AT 48 O.C. VERTICALLY MAX. I I 30�'�,� TOP of ual.owc� DOWELS TO MATCH WALL REINFORCING LAP PER G.S.N. o' -o' FINISH ROOM y4 CONTINUOUS Q SECTION NalP N. ET. PD102 NORTH ELEVATION 41A1p► �II�I�IAIA1�1► _ .� 010100001n1,._ WEST ELEVATION 1/4 = Rin iAiAiA. �IAI�IA �i�� IA A �1A��IA ���,��1► PREFORMED METAL ROOF TILE TO MATCH BUILDING DIES. DECORATIVE DETAILING i" E.I.F.S. ON''8 "CMU FINISH GRADE V F.O.PL. 0 -O" FINISH FLOOR R i PREFORMED METAL ROOF TILE TO MATCH. BUILDING V8 -2 7 2" T.O.PL. PREFORMED METAL ROOF TILE TO MATCH BUILDING T.O.PL 1" .I.F.S. ON E 8" CMU 1/4'- 1' -0" FINISH SCHEDULE C - 1� ROCCOCO BEIGE ( C-2) KASHMIR SAND (C -3 (R -1 FALLING WATER SPANISH RED 8" CMU WALLS BELOW LT3 TYP. 2 X 8 FASCIA POOL PUMP SPA FILTER STAND PIPE FLOOR PLAN NOTES 1. REFER TO LANDSCAPE DRAWINGS 2. REFER TO PD101 & MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING DETAILS. 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION OF EQUIPMENT. 5. THE INSTALLER IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL CODES AND BUILDING REGULATIONS. 6. GENERAL CONTRACTOR TO COORDINATE ALL POWER AND PLUMBING REQUIREMENTS. C ONTRACTOR OPT ON: CONVENTIONAL FRAMING MAY. BE USED IN LIEU OF TRUSSES.' 2x6' 24 O.C., (2)2x6 0 HIPS W /(2) SIMPSON H2.5 ANCHORS WOOD PLATE. ® ROOF FRAMING PLAN - -POOL HEATER (TAO) H{ (GAS) EATER— I VENT HRU 12 POOL DATA 1 SURFALE AREA - 910 SQUARE FEET . 2.PERIMETER - 130' -0" LF 3.VOLUME IN GAL. - T.B.D 4.DESIGN FLOW - 90 GPM 5.DES. TURNOVER - 3.89 HRS. TURNOVER 6.FILTER RAIL - 12.75 GPM /S.F. 7.ALL PLUMBING & ELECTRICAL SUPPLY 8.AND RETURN LINES FOR POOL AREA SHALL CONNECT 0 POOL EQUIP. ROOM ALL DOMESTIC COLD WATER PIPING IN POOL AREA SHALL BE TYPE "L" SOFT COPPER NOTE: CONTRACTOR TO COORDINATE ALL PIPING AND ELECTRICAL WITH SUBCONTRACTOR PRIOR TO POURING POOL AND POOL DECK AREAS. 1/4" = 1' -0• ELECTRICAL PANEL -� 3'' POOL MAIN DRAIN 3" POOL. SKIMMER —2" POOL POOL PUMP 1/4' = 1' -0 1" E.I.F.S. ON 8" CMU 0 -0' FINISH FLOOR I- FINISH' GRADE irk EAST ELEVATION '1 1/4•.,_ ,• -0" Y T.O.PL. COMBUSTION AIR LOUVER -SEE MECH.1 DOUG'S FOR SIZE 0 -0' FINISH FLOOR PD102 04I.1n_ ,41010111.1% . CID �AIAIAI�IAIA�g1A1�lA►�A���. SOUTH ELEVATION PREFORMED METAL ROOF TILE TO MATCH BUILDING E.I.F.S, DECORATIVE DETAILING I" DIS. ON E 8 CMU 1/4' - 1' -0" Q 0 cc Z Z W a o W r, Z e C (n (s) QZ = l l a j: 5 < w0 Ili CC w F— QTZ J- 5408' RECISTF ARC'VTf 'Af F.Or 1Yi \O'?N BID 'stir Architecture / Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 1140 -2795 FAX (602) 840 - 9469 Jobg 97- 300401 Date: 4 -15-98 Sheet. Description: POOL BUILDING PLAN, ELEV. SECTION AND ROOF PLAN Revision: A Q Q A Sheet PD102 AUG 1 31998 PE,Fu Shts. ROOM MIX BUILDING SQUARE FOOTAGE PARTITION LEGEND DETAIL FLOOR PLAN KEY NOTES GENERAL NOTES I I nrruaeur LOAD CALCULATIONS. KEY ROOM TYPE 1ST 2ND 3RD 4TH TOTAL 1ST FLOOR 2ND FLOOR 3R0 FLOOR 4TH. FLOOR 24,296 S.F. 22,215 S.F. 22,019 S.F. 17,046 S.F. 1 -HR. GYP.OD. & ME AL D/A438.1 N -1 STANDPIPE N_2 10# FIRE EXTINGUISHER IN CABINET - SEE DETAILS 13,14 /A431, F.E. I. MAX. TRAVEL DISTANCE FROM MOST REMOTE OF GUESTROOM75 FT. UNTED'ON Q- WALL, PART DETAIL l4/A431, F.E. II WAALL, SEE DETAIL 14/A MAX: TRAVEL DISTANCE FROM MOST REMOTE PART OF WESTROOM 75 FT. - KNOX BOX N-5 LAUNDRY CHUTE SEE DETAIL 7/A406 1 -HR' RATED ACCESS TO ATTIC N -6 SPACE, SEE DETAIL 7 A112. ALSO SEE DTL, 1/A406', SIM FOR ACCESS LADDER DETAIL � _ 7 FLOOR DRAIN -. SEE DETAIL 5,7 &.8/A431 N-8 6" STUD N -9 ELECTRONIC CARD READER FOR HOTEL GUEST NIGHT ACCESS. 48" H. MAX: 1. ALL DIMENSIONS ARE 10 FACE OF SRLD 10. FOR TOILET SHAFTS AT GUEST ROOMS. OR FACE OF C.M,U., U.N.O. SEE SHEET 5438 2, IN ALL CASES, THE 5 - CORRIDOR' DIMENSION 11. SLOPE ALL SIDEWALKS AWAY FROM BUILDING IS TO FACE OF STUD AND FACE', OF CMU 1 8" PER FOOT BFGINNING AT FACE OF WALLS PARALLEL TO CORRIDOR. CMU EXTERIOR FINISH (LIGHT BROOM FINISH ON WALLS PERPENDICULAR TO CORRIDOR ARE CONCRETE WALK. (U. N.O.) 5' -B' FACE TO FACE, SEE DETAIL 4 /5438 12: SEE ID101 & ID102 FOR ROOM. FINISHES & 3, EXTERIOR METAL STUDS SHALL BE 18 OR 20 GA, COLOR SELECTIONS. MIN, 3 5/8" OR 6 ". 25 GA. 3 -5/$ "® 1J• 81 LOW E LEVEL EXIT SIGNS ARE BE LOCATED INTERIOR U,N.O, SEE GENERAL STRUCTURAL OOR SEES 2 %AWN 1 0R ADJ ACENT TO EXIT NOTES SHEET S -001 14. NO COMBUSTIBLE MATERIALS TO BE USED IN 4. EXTEND ALL RATED STUD WALLS CONSTRUCTION OF GUESTR RE TOWER. FROM FLOOR TO UNDERSIDE OF OF FLOOR OR CEILING ABOVE. 15. ALL GUEST WING WINDOWS. ARE TYPE "P" 5. ALL BE B" .N.O. UNLESS NOTED.OTHERWISE. ALL. C.M.U. /GONG. TO U WALLS EXPOSED TO 1K, ALL GUESTROOMS 1'0 BE PROVIDED WITH , GUEST VIEW TO RECEIVE 5/8" G Dw ON SMOKE DETECTORS- SEE DETAIL 9/A407. �' FURRINGS', PRIOR TO FINISH,. U.N. . 17, ALL GUESTROOMS TO BE PROVIDED WITH 6, PROVIDE FI SR TIGHTLY PACKED AUDIBLE ALARM SYSTEM. AND ROWS BA AROUND ALL'RAT ATED WALL AND FLOOR FREE AND HEARING IMPAIRED ROOMS TO BE PENETRATIONS. PROVIDED WITH BOTH AUDIBLE AND VISUAL 7. FOR EXPANDED 1/4" LOBBY FLOOR ALARM SYSTEMS PER STATE FIRE MARSHALL'S PLAN, SEE A401, APPROVAL- SEE DETAIL 9/A407. B. FOR STAIRS &. ELEVATOR, SEE A405 & A406. 18. REFER FIRE PROTECTION DRAWINGS FOR AUTO - 9. FOR WINDOW DETAILS AND ELEVATIONS, SEE MATIC SPRINKLER & FIRE ALARM SYSTEMS. SHEET A505 FIRST FLOOR: STUD PARTITION. NON- COMBUSTIBLE O GUESTRM DEMISING & CORRIDOR WALL ¢m_ w, or, I STANDARD DBL./DBL. GUESTROOM STANDARD KING SUITE STANDARD KING SUITE W/ SOFA KING SUITE W/ MECH.SH,AFT / BARRIER FREE DBL. /DBL'. GUESTROOM BARRIER FREE DBL. /DBL!. GUESTROOM W /ROLL -IN SHOWER BARRIER FREE KING GUESTROOM BARRIER FREE KING GUESTROOM W /ROLL -IN SHOWER DELUXE KING SUITE DELUXE KING SUITE DELUXE KING SUITE I W OtON O NO ,woo '.� o -_.o aomnno o o o_oo �aN:N NN c�aad MEETING ROOMS- 733 S.F. /15 =49 OCC. EXERCISE ROOM 373 SF, /50= 8 OCC, MECH. & STORAGE- 380 S.F. /300= 1 OCC, STORAGE -'150 S.F. 300= 1 ACC, GUESTROOMS = 26 RMS,X373 S.F. + ;= 1 SUITEx517 S.F 10,215 S.F. 10,215 'SF. /200= 51 POOL WA: 1 HR GpOw PARTITION C A438.1 / TOTAL - 85;606 S.F 2 HR GpDw PARTITION B/A438.1 2 HR. SHAFT WALL H/A438.1 ACCESSIBLE ROOM REQUIREMENT - 1 HR CMU WALL. F/.A438.1 ACCESSIBLE GUEST UNITS 4 ... ....2 HR CMU WALL' G/A438.1 ACCESSIBLE GUEST UNITS W /ROLL -IN SHOWERS 4 C ONC WALL OR COLUMN POOL & SPA- 8'76 S,F, /50= 18 ACC, POOL DECK- 1583 S.F. /15= 105 ACC. ' POOL PACK 204 S.F. 300 = i ACC, f STORAGE 0 DUMPSTER- 55 S.F. /300= 1 ACC. W ALL TOTAI OCCUPANT LOAD = 235 OCCUPANTS d HR CMU WALL S A438. ROO IMPAIRED GUEST UNITS 6 ROOM #'S 110 . 1,310 AND 410 IMPAIRED DEVICES ARE PROVIDED ON FLOORS MARKED WITH AN " "" SYMBOL AND AS INDICATED ON FLOOR PLANS IN ADDITION TO ALL BARRIER FREE ROOMS. . . O INDICATES WALL TYPE. REFER TO SHEETS A -438.1 & A -438.2 NOTE SPECIAL HEARING DEVICES AS REQUIRED BY U.S.A. WALL BE PROVIDED BY THE HOTEL MANAGEMENT TO HOTEL GUESTS. AC ALL C OMMOD ROOMS A T A E RE THE DE SE POR SIGNED TA T ABLE DEVICES. NOTES STUD PARTITIONS TO BE CONSTRUCTED CONTINUOUS TO UNDERSIDE OF FLOOR ' ABOVE. . STUD PARTITION DIMENSIONS BEGIN OR END AT EITHER THE FACE OF STUD, REFERENCE LINE, OR FACE OF STRUCTURE. (U.N.O.) TOTAL ROOM COUNT 31 42 42 '38 153 (HEARING IMPAIRED RM.) A 11081 FIRE PUMP ROOM 10 EXERCISE ROOM TG. RM. STOR. L 11 8 EOM 11351 1 19 15' -2 SEE LANDSCAPE DRAWINGS FOR POOL AND COURTYARD PLANS. FIRST FLOOR PLAN A SCALE: 3/32" = l'=0" 15 -2" 15' -2" •. I�� 41J I ILJ I► 15' -2 " ORRIDO CORRIDOR ORRIDO 1125 PHONES 315' -6" 15' -2" 15' -2" 4 .hPnP tt•7,1 n tnt nw -, 15' -2" FIRST FLOOR PLAN — B L SCALE: 3/32" = 15' -2" 15' -2" 15' -2" HR RATED ARA E SE PARATON WALL UPTO 30" AB ROF SH ATiING O LOB O BY ROOF - 0 Rd B A KEY PLAN Revision: A 0 Cc Z 2 000 E z a, W co z > 5 Q a � W z U 11.1 A Sheet A101 DID SET 111111 ill III Oil A LM lr 7: Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (802) 840 -2705 FAX (602) 840 - 9488 Job/ 97-3004.01 Date: 4 -15 -98 Sheet Description: FIRST FLOOR PLAN 00grercwi AUG 13 1955 P ERM,TCEnrTER Shts. ROOM MIX BUILDING SOUARE FOOTAGE PARTITION LEGEND DETAIL FLOOR PLAN KEY NOTES GENERAL NOTES OCCUPANT LOAD CALCULATION& KEY ROOIAA TYPE 13T 2ND 3RD 4TH TOTAL 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR. 24 S.F. '. 22,215 S.F. 22,049 S.F. 17,046 S.F. 1 -HR, GYP.BD. & METAL D A438.1 N -1 STANDPIPE N_2 104 FIRE EXTINGUISHER IN CABINET - SEE DETAILS 13,14 //A431, F.E. 'I. MAX: TRAVEL DISTANCE FROM MOST REMOTE PART OF GUESTROOM 75 FT, /,�� 10 FIRE E %TINGUISHER MOUNTED ON �l WALL, SEE DETAIL 14/A431, F.E. II MAX. TRAVEL DISTANCE FROM. MOST REMOTE PART OF GUESTROOM 75 FT, N -4 KNOX BOX N -5 LAUNDRY CHUTE SEE DETAIL 7I /A406 1- HRRATED ACCESS HATCH TO A'RIC .CD SPACE.'SEE SET AIL 7 A112. ALSO SEE DR. 1/A406 SIM. FOR ACCESS LADDER DETAIL , ' -7 FLOOD GRAIN -SEE DETAIL 5,7 & 0/V431 N -8 6" STUD WALL 1 IJ-B - ELECTRONIC CARD READER FOR. HOTEL GUEST NIGHT ACCESS. 48" H. MAX. 1, ALL DIMENSIONS ARE 10 .Q. OF STUD ,4 . •- TOILE SHA A CU S 'QOM OR FACE OF C.M.U., U.N.O. SEE SHEET A4.38 2, N ALL CASES, THE 5' -7" CORRIDOR DIMENSION 11, SLOPE ALL SIDEWALKS AWAY FROM BUILDING IS TO ACE F OF STUD ANp FACE OF CMV 1/8" PER FOOT B�GINNING AT FAC OF R ALLS PARALLEL TO CORRIDOR, C EXTERIOR FINISH LIGHT BROOM, FIN IS ON WALLS PERPENDICULAR TO CORRIDOR ARE CONCRETE WALK, (U.N,D,) 5' ^8" FACE TO FACE. SEE DETAIL 4/A434 12, SEE ID101 & 15102 FOR ROOM FINISHES & 3. EXTERIOR METAL, STUDS SHALL BE 18.OR 20 CA COLOR SELECTIONS, MIN, 3 '.5 8 OR 6 , '25 GA.. 3 -5/8 ® '', 13. LOW LEVEL' :XIT SIGNS ARE TO RE LOCATED G D 0 E %IT SIGNS & ON OR ADJACENT TO EXIT INTERIOR N.O. SEE GENERA' STRUCTURAL DOORS, SEE 12/A421. 'NOTES SHEET 5 -001; 14, NO COMBUSTIBLE MATERIALS TO RE USED IN 4. EXTEND ALL RATED STUD WALLS CONSTRUCTION OF GUESTROOM TOWER. ' FROM FLOOR TO UNDERSIDE OF 15. ALL GUEST WANG YANOOWS ARE TYPE "P" OF FLOOR OR CEILING ABOVE, 5. ALL C TO BE 8" U 0 UNLESS NOTED OTHERWISE. A C. M.U. /GONG. WALLS EXPOSED TO 16, ' ALL GUESTROOMS TO BE. PROVIDED WITH GUEST VIEW TO RECEIVE 5/8: Gp0w ON. SMOKE DETECTORS- SEE DETAIL 9/A407. FURRINGS PRIOR TO FINISH,. U.N. 17, ALL GUESTROOMS• TO BE' PROVIDED MTH '..6: PROVIDE FIRESTOPPINU TIGHTLY PACKED AUDIBLE ALARM SYSTEM AND ALL BARRIER AROUND ALL RATED WALL AND. FLOOR FREE AND HEARING IMPAIRED ROOMS TO BE PENETRATIONS, PROVIDED WITH BOTH AUDIBLE AND VISUAL '7. FOR EXPANDED 1/4" LOBBY FLOOR ALARM SYSTEMS PER STATE FIRE',MARSHALL'S PLAN, SEE A401, APPROVAL- SEE DETAIL 9/A407. , 8. FOR STAIRS &ELEVATOR, SEE A405 & A406. 18. REFER FIRE PROTECTION DRAWINGS FOR AUTO- 9, FOR WINDOW DETAILS AND ELEVATIONS, SEE MATC SPRINKLER' & FLIRT ALARM SYSTEMS. SHEET A505 SFCONQ FL STUD PARTITION, NON- COMBUSTIBLE 0 GUESTRM. DEMISING & CORRIDOR WAIT ", N - ¢61mmV0 STANDARD DBL. /DBL. GUESTROOM STANDARD KING SUITE . STANDARD KING SUITE W/ SOFA KING SUITE W /', MECH. SHAFT. BARRIER. FREE OBE., /DBL GUESTROOM BARRIER FREE DBL. /DBL. GUESTROOM W ROLL - IN SHOWER / BARRIER FREE KING GUESTROOM BARRIER FREE KING GUESTROOM /ROLL- IN DELUXE KING SUITE DELUXE KING SUITE DELUXE KING SUITE. a0 O - _. NO N — OO h n , con— O— 0-ao L2 MI — O - 0 0 0 tOAhhO 00 O — O I I J N N N N C N IAEETING ROOMS- 733' S.F. /15= 49 OCC. EXERCISE ROOM -. 3731 SF. /504+ 8 OCC. MECH. & STORAGE- 380 SF, /300= 1'OCC. 1 STORAGE- 150 .. S.F. /300= i OTC. GUESTROCMS- 126 RMS.X373 S.F, + 1 SUITE %517 S.F. =.10,215 SF. . .10, S.F. 'W 215 200= 51 / 1 TOTAL OCCUPANT LOAD = 235 OCCUPANTS 1 HR GpDw PARTITION C/A438.1 TOTAL 85,606 S F 2 HR GpDw PARTITION. B/A438.1. 2 HR SHAFT WALL H/A438 ACCESSIBLE ROOM REQUIREMENT 1 HR .CMU WALL F/A438.1 ACCESSIBLE GUEST UNITS 1 4 T.- 2 HR CMU .WALL G/A438.1, ACCESSIBLE GUEST UNITS W /ROLL -IN SHOWERS 4 : CONC. WALL OR COL ® 4 HR CMU .WALL S/A438.2' HEARING IMPAIRED GUEST UNITS 6 ROOM k'5�110,111,210,211,310 AND 410. HEARING IMPAIRED DEVICES ARE PROVIDED ON FLOORS MARKED WITH AN " SYMBOL AND AS INDICATED ON FLOOR PLANS IN ADDITION TO ALL BARRIER FREE ROOMS. xx * INDICATES WALL TYPE. REFER TO SHEETS A -438.1 &'A- 438',2 NOTE SPECIAL HEARING DEVICES AS REQUIRED BY A,D.A. WILL BE PROV10EO BY THE HOTEL MANAGEMENT TO HOTEL GUESTS. ALL ROOMS ACCOMMODATE ARE THE DESIG P NED TO ORTABLE DEUCES. NOTE: STUD PARTITIONS TO BE''CONSTRUCTED CONTINUOUS TO UNDERSIDE OF 'FLOOR ABOVE. STUD PARTITION DIMENSIONS BEGIN OR END AT EITHER THE FACE OF STUD, REFERENCE LINE, OR F OF S (U.N.O.) TOTAL ROOM COUNT.. '.. 31 42 42 38 153 12231 12211 A 12161 ,a EOM 1 219 1 12121 I. ■ 0111[011. 12151 12131 (HEARING IMPAIRED RM.) A 12101 12091 12081 map �ill�j�• .��J��� I 12071 12051 12031 I STAIR I LINEN STAIR CORRI 12381 I ELLV. Ail I VEST. 'co - k illtWI I rWl ill I I 12391 L «w SCALE: 3/32" = l'-0" 12361 Tri re WPCs, wit - .. _ _ v t! , [� ,JMIIMINTA :111116111a. 15' -2" 12321 SECOND FLOOR PLAN 15 2281 12261 11501ST ARCHIT BID SET .1(n, .1 3 AA 315' - 6" A IO'(1� d 11 10 O Q 0 ® O 0 SCALE: 3/32" = 1 -0" O O O 4—HF RATED AREA SEPARATION WALL UP TO 30 OF SH ATHIC Y ft00F B mc( -Olti KEY PLAN Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: SECOND FLOOR PLAN Revision: A A 4 0 cc z Z a z W Z z cr Q W f' - I- z U z Sheet A102 Oiaec OF T0kW/f1 AUG 1 3 1399 PERMlr sits. 13201 3211 13191 13171 lop Wel ; =1r •w H • Ham'►` I Ls]+ (HEARING IMPAIRED RM.) 13081 NEC/ IWN NNW, eaH 13071 13051 isH I STAIR OVENDI STAIR CORR! 13231 STOR:' r 3,. 1 PLAN — .� •H NEM We* Aki*I SAN I 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 15' -2" 15' -2" 1326 BUILDING SQUARE FOOTAGE 85.606 S.F. 15' -2" 1324 "'IC Timia .� �. .• • H I H• . j 3 I 0 13251 315' -6" KRrir. A /8/1998 1,47 A - 103 rf wq 15 -2" 15 -2" 15' -2" 15' -2" O THIRD FLOOR SCALE: 3/32 "= 1' -0" 15' -2" ROOM MIX KEY ROOM TYPE A STANDARD DBL. /DBL. GiESTROOM 8 STANDARD KING SUITE B1 STANDARD KING SUITE W/ SOFA 02 KING SUITE W/. MECH.SHAFT C BARRIER FREE DBL. /DBL. GUESTROOM D BARRIER FREE DBL. /DBL. GUESTROOM W /ROLL -IN SHOWER E BARRIER FREE KING GUESTROOM. F BARRIER FREE KING GUESTROOM W /ROLL -IN SHOWER G DELUXE KING SUITE H DELUXE KING SUITE DELUXE KING SUITE HEARING IMPAIRED DEVICES ARE PROVIDED ON FLOORS MARKED W11H AN "•" SYMBOL AND AS INDICATED ON FLOOR PLANS IN ADDITION TO ALL BARRIER FREE ROOMS. TOTAL ROOM COUNT 18T 2 0 2 0 0 3FID 15 11 6 3 0 1 31 2140 15 11 0 i 4 0 42 4TH 18 7 0 0 38 TOTAL 56 41 25 4 153 TOTAL ACCESSIBLE ROOM REQUIREMENT ACCESSIBLE GUEST UNITS ACCESSIBLE GUEST UNITS W /ROLL -IN SHOWERS HEARING IMPAIRED GUEST UNITS 6 ROOM y',S 110,111.,210,211,310 AND 410. SPECIAL HEARING DEVICES AS TREOUIRED BY A.D.A. WILL BE PROVIDED BY THE HOTEL MANAGEMENT. TO HOTEL GUESTS. ALL ROOMS ARE DESIGNED TO ACCOMMODATE THESE PORTABLE DEVICES. 15' -2" 15' -2" PARTITION LEGEND STUD PARTITION.. NON COMBUSTIBLE O GUESTRM. DEMISING & CORRIDOR WAIJ 1 HR GpDw PARTITION. 2 HR GpDw PARTITION 2 HR. SHAFT WALL .. 1 HR CMU WALL 2 HR CMU WALL CONC. WALL OR COLUMN 4 HR CMU WALL DETAIL D/A438.1 C/A438,;1. B/A438.i H/A438,11 F/A438.1 G/A438.1 S/A438.2 INDICATES WALL' TYPE. REFER TO SHEETS A -438.1 & A -438.2 NOTE STUD PARTITIONS TO BE CONSTRUCTED CONTINUOUS TO UNDERSIDE OF FLOOR ABOVE. STUD PARTITION DIMENSIONS BEGIN OR END AT EITHER THE FACE OF STUD, REFERENCE LINE.,, OR FACE OF STRUCTURE. (U.N.O.) 4 -HR RATED AREA SEPARATION WALL UPTO 30" ABOVE ROOF SH ATHINC O LOBBY ROOF FLOOR PLAN KEY NOTES C> STANDPIPE El) ._ 104 FIRE EXTINGUISHER IN CABINET -SEE DETAILS 13,14 /0431 F.E. I. MAX, TRAVEL DISTANCE FROM MOST REMOTE PART. OF GUESTROOM 75 FT N -3 WALL 10k F , IRE SEE EXTING DETAIL 14/AUISHER MOU431NTED F.E ON , . II MAX, TRAVEL DISTANCE; FROM MOST' REMOTE PART OF GUESTROOM 75 FT. KNOX 1�- BQX ©H. LAUNDRY CHUTE SEE DETAIL 7 /A406 C> VET RATED ACCESS ATCH 'TIC SPACE. SEE DETAIL 7 H 0112. ALSO TO AT SEE DTL 1 /A4o61 FOR ACCESS LADDER' DETAIL CD-L, FLOOR DRAIN - SEE DETAIL 5,7 8. 8/A431 et 6 STUD WALL N-9 ELECTRONIC CARD READER FOR HOTEL GUEST NIGHT ACCESS. 48" H. MAX, GENERAL NOTES 1, ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF C.M.U., U.N.O. 2. IN ALL CASES, THE D' -7" CORRIDOR DIMENSION. IS TO FACE OF STUDAND FACE OF ' CMU WALLS PARALLEL TO CORRIDOR, CMU WALLS PERPENDICULAR TO CORRIDOR ARE 5' -8" FACE TO FACE. SEE. DETAIL 4/0438 3, EXTERIOR METAL STUDS SHALL BE 18 OR 20 GA, MIN. 3 5/8" OR 6", 25 GA, 3 -5/8 "4 INTERIOR NOTES SHEET 5 -001. U.N.O,. SEE GENERAL STRUCTURAL 4. EXTEND ALL RATED STUD WALLS FROM FLOOR TO. UNDERSIDE OF OF 5. ALL CMU TO BE B" U,N,G, GUEST .U. CONE 'WALLS EXPOSED TO GUEST VIEW TO RECEIVE 5/8" GpDw ON FURRINGS PRIOR TO FINISH, U.N.O. 6. PROVIDE FIRESTOPPING TIGHTLY PACKED AROUND ALL RATED WALL AND FLOOR PENETRATIONS. 7. FOR EXPANDED 1/4" LOBBY FLOOR PLAN, SEE 0401, 8, FOR STAIRS & ELEVATOR, SEE A405 & 0406, 9, FOR WINDOW DETAILS AND ELEVATIONS, SEE SHEET A505 TO, FOR TOILET SHAFTS AT GUEST ROOMS, SEE SHEET A43B 11, SLOPE ALL SIDEWALKS AWAY FROM. BUILDING 1 /8" PER FOOT BEGINNING AT FACE OF EXXTERIOR FINISH (LIGHT BROOM. FINISH. ON CONCRETE W6LK. (U.N.O.) 12, SEE LO IDIOR 1 & ECTIONS. 10152 FOR ROOM FINISHES & CO SEL 13; LOW LEVEL EXIT SIGNS ARE TO BE LOCATED N EXIT SIGN, & ON OR ADJACENT TO, EXIT DOORS, 'SEE 12/A421, 14. NO COMBUSTIBLE MATERIALS TO BE USES IN CONSTRUCTION OF GUESTROOM TOWER. 15. ALL GUEST 'WING' WINDOWS'' ARE TYPE "P" UNLESS 'NOTED OTHERWISE. 16.'ALL GUESTROOMS TO BE PROVIDED WITH 'SMOKE DETECTORS- SEE DETAIL 9/A407. 1 7.IALL GUESTROOMS TO BE PROVIDED WITH 'AUDIBLE ALARM SYSTEM AND ALL BARRIER 'FREE AND HEARING IMPAIRED ROOMS TO BE 'PROVIDED WITH BOTH AUDIBLE AND VISUAL ALARM SYSTEMS PER STATE FIRE MARSHALL'S ,APPROVAL- SEE DETAIL 9/A407. 18 'REFER FIRE PROTECTION DRAWINGS FOR AUTO- MATIC SPRINKLER & FIRE ALARM SYSTEMS. KEY PLAN 04,..-^..-"F ANT LOAD CALCULATIONS: THIRD POOR: MEETING ROOMS- 733 S.F. /15= 49 OCC, EXERCISE ROOM- 373 SF, /50= 8 OCC,' MECH. do STORAGE- 380 S.F. /300= 1 OCC. STORAGE- 150. S.F. /300= 1 OCC.. GUESTROOMS -126 RMS,X373 S.F. + 1 SUITEX517 S.F. 10,215 S.F. 10,215 S.F. /200 = 51 TOTAL OCCUPANT LOAD 235 OCCUPANTS Architecture/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802) - 9489 Job// 97 Date 4 -15-98 - 3004,01 Sheet Description: THIRD FLOOR PLAN Revision: A L Sheet A103 Of Rat TT im /w6 1 3 1998 PERMIT CNN Shts. ROOM MIX BULDING SQUARE FOOTAGE PARTITION LEGEND 1 -HR. GYP,.HD. El7ETAL DETAIL D/A 438.1 FLOOR PLAN KEY NOTES N-.1 STANDPIPE 10 FIRE EXTINGUISHER IN CABINET N -2 N - SEE DETAILS 1 TANCE 431. F.E. I. MAX: TRAVEL DISTANCE FROM MOST REMOTE PART OF GUESTROOM 75 FT. N-3 10 FIRE EXTINGUISHER 1 4/A431, F MOUNTED ON WALL, SEE DETAIL FE, II M AX. TRAVEL DISTANCE FROM MOST REMOTE '.PART OF GUESTROOM 75 FT. KNOB BOX I��5 - LAUNDRY CHUTE SEE DETAIL 7,/A 406 N -6 SP 1-HR SEE DETAIL 7 //At12H ALOSO LAD SEE DTL : 1 /A406 SI R FOR ACCESS . DER DETAIL FLOOR DRAIN - SEE DETAIL 5,7 & 8 A431 6 , STUD . WALL N-8 " 0 ELECTRONIC CARD READER FOR HOTEL GUEST NIGHT ACCESS. 48" H. MAX. GENERAL NOTES 1, ALL DIMENSIONS ARE TO FACE OF STUD 10. FOR TOILET SHAFTS AT GUEST ROOMS, AL FACE OF C.M.U., U, SEE SHEET A438 2. IN ALL CASES, THE 5 -7" CORRIDOR DIMENSION 11.. SLOPE ALL SIDEWALKS AWAY FROM BUILDING IS TO FA CE OF STUD AND F ACE OF CMU 1 /8 " ' PER f00T BEGINNING AT FACE OF WALL PARALL T CORRIDOR, CMU Wr C F INISH (L B AMFANISH ' ON WALLS PERPENDICULAR TO CORRIDOR ARE 1 CONCRLTE WALK. (U.N.O.) 5' -8 "' FACE TO FACE. SEE DETAIL 4/A438 2; SEE IDIOT & 10102 FOR ROOM FINISHES & 3, EXTERIOR METAL STUDS SHALL BE 18 OR 20 GA. COLOR SELECTIONS, MIN, 3 5/8" OR 6','25 GA. 3 -5/8 "® f3;LOW LEW.EL EXIT SIGNS ARE TO BE LOCATED INTERIOR U.N.O. SEE GENERAL STRUCTURAL ®EXI1 SIGNS dG ON OR ADJACENT TO EXIT I NOTES SHEET S -p01. '.DOORS'. SEE 12/A421. 14! NO COMBUSTIBLE. MATERIALS TO BE USED IN 4. EXTEND ALL RATED STUD WALLS .CONSTRUCTION OF GUESTROOM TOWER.' FROM 'FLOOR' TO UNDERSIDE OF 15,'ALL GUEST WING WINDOWS ARE TYPE 'P" OF FLOOR OR CEILING ABOVE 1 UNLESS NOTED OTHERWISE: '., 5. ALL CM.UO /GONG. WA OS EXPOSED TO 16, 'ALL GUESTROOMS TO BE PROVIDED 'MTH GUEST VIEW TO RECEIVE 5/8'x' GppDw ON SMOKE ' DETECTORS- SEE DETAIL 9/A407. FURRINOS PRIOR TO FINISH, U:. N.O. 17. ALL GUESTROOMS TO BE PROVIDED WITH 6: PROVIDE OPPING TIGHTLY PACKED, AUDIBLE ALARM SYSTEM AND ALL', BARRIER AROUND ALL ALL RATED WALL AND. FLOOR, FREE AND HEARING. IMPAIRED ROOMS TO. BE PENETRATIONS. PROVIDED WITH BOTH AUDIBLE ANDVISUAL 7: FOR EXPANDED. 1/4" LOBBY FLOOR ALARM SYSTEMS PER STATE FIRE .MARSHALL'S PLAN, SEE A401. APPROVAL SEE DETAIL 9/A407. 8. FOR STAIRS & ELEVATOR, SEE A405 & A406.. 18, REFER FIRE PROTECTION DRAWINGS FOR AUTO- 9. FOR WINDOW DETAILS AND ELEVATITAS, SEE MATIC SPRINKLER A FIRE ALARM SYSTEMS. SHEET A505 OOc ANTS LOAD CALCULATION& FOURTH Ft 00R: KEY ROOM TYPE 1ST 2ND 3R0 4TH TOTAL 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 24,296 S.F. 22,215 S.F. 22,049 S.F. 17,046 S.F. STUD PARTITION.' NON- RM COMBUSTIBLE ORRIDO DEMISING &CRRIDOR WAII ¢mmmc�o w, . 0x, STANDARD DBL. /DBL. GUESTROOM STANDARD KING SUITE STANDARD KING SUITE W/ SOFA KING SUITE W/ MECH.SHAFT. BARRIER FREE DBL./DBL. C ESTROOM BARRIER FREE DBL. /DBL C W /ROLL -IN 'SHOWER' BARRIER FREE KING GUESTROOM FREE KING GUESTROOM W /ROLL -IN � SHOWER DELUXE KING SUITE' DELUXE KING SUITE DELUXE KING SUITE ap O�pNO NO N - 00 � — o.— 0— 0,0..d I 22M,n0..00 0 -00 MEETING ROOMS- 733 SF. /15= 49 OCC. EXERCISE ROOM - . 373 SF, /50= 8 OCC, 300= 1 IOCC. MECH, k STORAGE- 380 S.F. / C. ". STORAGE- 150'. S.F. /500.- 1 Or GUESIROOMS -.26 RMS.X373 SF, + 1 SUITEN517 S.F.= 10,215 SF. 10,215 S.F. /200= ST TOTAL OCCUPANT LOAD = 235 OCCUPANTS 1 HR GpDw PARTITION C/A438.1 1 TOTAL 85,606 S.F. 2 HR GpOw PARTITION B/A438.1 ' 2 HR. SHAFT WALL H/A 438 ACCESSIBLE ROOM REQUIREMENT 1 HR CMU WALL F/'A438.1 (ACCESSIBLE GUEST UNITS .4 • 2 HR C WALL G/A438.1 W /ROLL SHOWERS 4 ' CONC. WALL OR COLUMN, ®4 HR.CMU WALL S/A438.2 HEARING IMPAIRED GUEST UNITS 6 ROOM 110111 y�'5 .,, 210,211,310 AND 410. HEARING IMPAIRED. DEVICES ARE PROVIDED ON FLOORS. MARKED WITH AN "' SYMBOL AND AS INDICATED ON FLOOR PLANS IN ADDITION TO ALL BARRIER FREE ROOMS. * _ _ _ INDICATES WALL TYPE. REFER TO SHEETS A -438.1 & A -438,2 NOTE: SPECIAL HEARING DEVICES AS REQUIRED BY A.D.A. WILL BE PROVIDED BY THE HOTEL MANAGEMENT TO HOTEL GUESTS. ALL ROOMS ARE DESIGNED TO ACCOMMODATE THESE PORTABLE DEVICES. NOTE: STUD PARTITIONS TO BE CONSTRUCTED CONTINUOUS TO UNDERSIDE OF FLOOR ABOVE. STUD PARTITION DIMENSIONS BEGIN OR END AT EITHER THE FACE Of STUD; REFERENCE LINE, OR FACE OF' STRUCTURE. (U.N.O,) TOTAL ROOM COUNT 31 42 42 38 153 x ' H H '' Komi Ago , te i w 'C _ 15' -2" OP 15' -2" 15' -2" 1V -2" 15' -2" 14141 (HEARING IMPAIRED RM.) A 4101 14061 ', • H HID A" •� •H H:. p• gOlic I STAIR immy i 1423 315' -6" 15' -2" 15' -2" FOURTH FLOOR PLAN SCALE 3/32" V -0" 15 " 15' -2" 15' -2" FOU'TH FLOOR PLAN - 14271 15' -2' 14241 +CP, V 1 ^I SCALE: 3/32 1' -0' 4 -MR RATI SEPARATIO SHEA IN ;D KEY PLAN Q A A Q Revision: Sheet A104 1111111111111111 1111111111111.11111 ■u Mite® svgia Ar'chiteCture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 9 8 5 5018 FAX (602 840 -9469 Jo - 3044.01 Date: b/ 4 -1 Sheet Description: FOURTH FLOOR PLAN AUG J 3 1998 PE OE NTER Shts. ROOF VENT CALCS. ROOF AREA REQUIRED PER 1/300 RULE PROVIDED SOFFIT RIDGE DORMER LOUVER TOTAL ROOF 1 1,056 S.F. 1,014 SO.IN. 324 SQ.IN. 1,043 SQ.IN. — — 1,087 SO.IN. ROOF 2 1,765 S.F. 1,694 SQ.IN. 219 SQ.IN. 237 SQ.IN, — (7)193. 1,351 SOJN. 1,807 SO.IN. ROOF 3 2,134 S.F. ' 2,048 SQ.IN. 219 SO.IN. 237 SQ.IN. — (9)193- 1,737 SO.IN. 2,193 SO.IN. ROOF 4 ' 272 S.F, 261 SQ.IN. 259 SQ.IN. 442 SQ.IN. — — 701 SO.IN. ROOF 5 3,309 S.F. 3,176 SQ.IN. 518 SQ.IN. — — (14)193. 2,702 SQ.IN. 3,228 SO.IN. ROOF 6 - -169 S.F. ' 162 SQ.IN. 389 SO.IN. ' — _ - — 389 SO.IN. ROOF 7 5,017 S.F. 4,816 SO.IN. 2,203 50.18.2,022 SQ.IN. (6)110. 860 SQ.IN. — 4,885 50,18, ROOF 8 7,118 S.F. 6,833 SQ.IN. 2,657 SQ.IN.2,322 MIN. (17)110. 1,870 SQ.IN. — 6,849 SO.IN, ROOF 9 6,186. S.F. .5 ,938 50.18. 2,462 SQ.IN.2,702 MIN. (8)110. 880 50.1N. — 6,044 SO.IN. ROOF. 10 : 498 S.F. 478 SQ.IN, 437.. SQ.IN. 250 SQ.IN. — 687. SO.IN, ALL, SOFFIT VENTS ARE CONTINUOUS, TOTAL NEI'. FREE AREA. 8,1 SQ,IN / FT (CORAVENT, S -400 STRIP VENT, ICBO ALL RIDGE'i, VENTS ARE CONTINUOUS.. TOTAL NET FREE AREA.' 15 8 SQ.IN/PT (CORAVENT, V -400. TILE RIDGE VENT ICBO4 LOUVER VENT 20" x. 24" MFG. BY GENERAL METALS. TOTAL NET FREE'. AREA 1. 193 SO.IN DORMER VENT DVF 5/12 20" x 25"' MFG. BY. G..NERAL METALS TOTAL NET FREE AREA •'.110 SQ.IN, (LA QUINTA.. PROJECT MANAGER TO APPROVE PRODUCT SAMPLE PRIOR. TO INSTALLATION.) '.. ALL ROOF VENTS SHALL BE PROVIDED.. WITH 1/4" SQUARE SCREEN. /. 4838) 4838). 5 3/8 /FT ELEVATOR E PENTNOUS IN ATTIC OWER ACCES \ 8/A1t2 BELOW ROOF LOUVER NE �. E'� TY�PIm(C�A7L 4 a' MEL OOF ANEL PLYWTAOOD R SHEAPTHIN PREFAB WOOD O LOOBY BLDG.. ROOF el L SOPE 5 3 / 8' / FT SCALE: 3/32" = 1' — LINE OF EXTERIOR BELOW BUILDING BELOW �+ ROOF 1'1 r AHU PREFA O GVE SLOPE B "/01 2'WIDE PLYWOOD SNEA0NG "DRAFTS TOPPING ' AT WALK O. CENTER TO PROVIDE MAX. OF BLOC. IN ATTIC TYP. ATTIC AREA OF 9000 S0. FT. Tl'P RIDGE SEE DETAIL PRE ER IED ALUMINUM GUTTERS. TYP. ROOF 71 LINE OF EXTERIOR SOFFIT VENT WALL OF BUIUING® BELOW m SIM. BELOW PROOF 31 1 /4'/f OROOF PLAN 2 SCALE: 3/32" = 1' -0" KEY PLAN Spp -C)1(171 A A A A ST\ A 0 cc Z Z 0 z W Z W_ 2 U) Q Q J Cr r Z U 111 t',....!405 11501 , ARCH l r^,AO,YG 1600 95312 IDI W.SFI:N(LTIA BID SET ......■ ® ®� ■�■ ■R 11 11 • Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802) 840 -9489 Job# 97- 3004,01 Date: 4 -15-98 Sheet Description: BUILDING ROOF PLAN Revision: Sheet A111 REOFA uftwu AUG 1 59 PEran.0 Shts. BARREL TILE TREATED BLOCKING SHIM AS REQUIRED 24 GA. GALV. METAL FLASHING W/ DRIP EIFS SYSTEM OVER EXT. GYPSUM SHEATHING RIDGE DETAIL 13 -- , / 2" = , • =0" PLYWOOD I SHEATHING PREFAB WOOD TRUSSES RAKE DETAIL' CD_ _ _ 1 - - 1' -0" gT INSULAnn / I Io DIFATp - -� 1 `�- PLYWOOD DECKING : 2 . -0 " 1 o 4' -0" n 8 "- FR. ING BOARD CANT FLASHING @ REGLET DETAIL 1 -1/2" 1 - 0" 5/8" GYP. BD. ON 6' METAL STUDS 2 X,2 WOOD BATTEN. SPACED ®14" O.C. TO SUPPORT METAL ROOF TILE NAIL PERFORATED ALUMINUM SOFFIT - PREFINISHED 3.5/8" METAL OUTRIGGER 1x METAL NAILER 1 "x4" EIFS TRIM 1',' E.I.F.S. ON 5/8" TYPE "X" GYPSUM SHEATHING 3 5/8" METAL STUDS ® 16" O.C. PREFAB WOOD TRUSS PRIMARY ROOF DRAIN OVERFLOW ROOF DRAIN WITH 2" HIGH EXTERNAL WATER DAM ROOFING MEMBRANE BARREL RIDGE .TILE NAIL' PLYWOOD SHEATHING 10" METAL FASCIA "C" SELECT - PAINTED G_R CEILING DETAIL TYn. ® TRUSSES 1 -1 / 2 " 1' - 0` DECK WHERE - D OUCTCCUS R DO, NOT 1 -1/2" = 1' -0" ROOF CURB DETAIL Wit tiV INV NEO P RENE TAASK T0. BE F URNISH ED PE NY RTU MAN UFACTU RER A REQUIR ED MANUFACTURED, METAL CURB FLASHING MEMBRANE FIBER CANT ROOFING TAPERED ROOF INSULATION f -. PLYWOOD SHEATHING , CONC. ROOF TILE 2" X2" BATTEN ROOFING FELT OVER 1" MR. ROOF DECK GABLE TRUSS AT DRAFTSTOPPING WALL. 5/8" GPDW ON ONE SIDE ONLY OF MTL. TRUSSES (TAPED AND MUDDED, INCLUDING CORNICE) R30 BLOWN -IN INSULATION 2 LAYERS 5/8" F.R. GPDW ON BOTTOM CHORD OF METAL TRUSSES FLASHING DETAIL' @I WALL 1 -1/2" = 1' -0" SANDWICH PIPE JACK FLASHING BETWEEN TWO DECRABOND TIE PANS TURN UP END OF FLASHING CUT'' TILE AROUND, ROOF PENETRATION O DRYWALL CEMENT, Ala MEMBRANE ROOFING TAPERED RIGID INSULATION. 1" E.I.F.S. ON 5/8" EXT. GYPSUM SHEATHING TWO PIECE REGLET AND FLASHING SYSTEM BEHIND EIFS ATTACHED TO GYPSUM SHEATHING FLASHING MEMBRANE FIBER CANT ROOF DRAIN DETAIL CLOSURE METAL ROOF TILE 2 X 2 G.I. BATTENS ® 14" O.C. OVER 30# FELT. PLYWOOD SHEATHING TREATED BLOCKING 6" METAL STUDS ®16" O.C. cv TAPERED ULNTION RIGID INSULATION , , DRAA SUMP RECEIVER DECK CLAMP 2 X 4 BLOCKING ATTIC ATTIC O 0 00NT. 2x4 WOOD STUDS R30 BLOWN -IN INSUL (Z)LAYERS SCX 5/8" SHEETROCK FIRECODE TYPE 5 /N W ATACHED CMU. . ww/ 2" GPD FURRIN T G CHANNELS, TO U,. NO. 8" C.M.U. BOND BEAM NG DETAIL �HOUT ® GRID LINE PREFAB WOOD TRUSSES ® 2' -0" O.C.- SEE STRUCTURAL DRAWINGS CONT. 2x4 WOOD STUDS R30 BLOWN -IN INSUL. (2)LAYERS 5/8" SHEETROCK FIRECODE TYPE SCX METAL FURRING CHANNELS ® 16" O.C. W/5/8" GPDW ATTACHED TO C.M.U. W/ 2" FURRING CHANNELS, U.N.O. 8 C.M.U. BOND BEAM (NOTE: NOT TO BE USED AT SHAFT WALLS.) DRAFTSTOPPING DETAIL = 1' -0 FLASHING DETAIL @ WALL 1 -1/2" = 1' -0" F VENT : SEE LOCA PLUMBING TIONS DRAWINGS VENT PIPE PENETRATION DETAIL' 1-1/2" = 1, -0" 4 -0" VERI DIM. W I STRUCT . DRAWINGS 63_12} VIEW 1/4" = 1' -0" ROUGH OPENING (DOOR SIZE PLUS) 1/4" AUTOMATIC DOOR CLOSER DRYWALL FLUSH : BEAD BOLT LOCK 1" E.I.F.S. SECTION 1 HR. RATED ATTIC ACCESS PANEL 8" CMU WALL CAULK Z BAR FLASHING - PREFINISHED TO MATCH EIFS COLOR METAL ROOF TILE ROOFING FELT OVER PLYWOOD SHEATHING 2" X 2" WOOD BATTEN PREFAB PLYWOOD TRUSSES ® 2' -0" D.C. 8" OR 12" CMU WALL 1" E.I.F.S. CAULK 2 BAR FLASHING - PREFINISHED TO MATCH EIFS COLOR METAL ROOF TILE 2" X 2" WOOD BATTEN ROOFING FELT OVER PLYWOOD ,SHEATHING ON WOOD ' .',TRUSSES:® 2'0" O.C. VENT PIPE LEAD PIPE JACK TURN TOP END INTO PIPE OPENING CAULK AT UPPER TILE OPENING AND APPLY STONE CHIP METAL ROOF TILE ROOFING FELT OVER PLYWOOD SHEATHING PREFAB WOOD TRUSS 2" X 2" WOOD BATTEN SEAL FLEXIBLE FLASHING MATERIAL TO TILE WITH MASTIC STUD HEADER PREFAB WOOD TRUSS INSULATION. 2. WOOD STUD HEADER 3(" PARAPET DETAIL 3" = 1• -0" SAFETY POST (BY DIGO) GASKET (ALL AROUND) WRING LATCH 1NTH� INSIDE- OUTSIDE HANDLES AND PADLOCK HASP COVER UNER PREFINISHED ALUM. COPING OVER P.T. 2x NAILER ATTACHED TO MTL. STUDS 2 X NAILER (CUP DOWN) 6" METAL TOP PLATE EXTEND ROOFING MEMBRANE VERTICALLY UP PARAPET STRUCT. & OVER PARAPET P.T. WD. NAILER 5/8" TYPE "X" GYP. SHEATHING ON 3 4" METAL E.I.F.SSTUD. ON S GYP. SHEATHING OOM &NATION LOCK STRIKE AND PADLOCK HASP LADDER THISI SIDE BY OTHERS)'.. CURB MMTH INTEGRAL CAPFLASHWG M10 BILCLIP(IrA)„ AUTOMATIC HOLD OPEN AND COVER RELEASE HINGE or 1 HR. RATED BILCO "LADDER UP" NOT TO SCALE BARREL CAP METAL FLASHING " VENTING MATERIAL METAL ROOF TILE 2" X'2" BATTEN ROOFING FELT OVER PLYWOOD ROOF DECK RIDGE VENT DETAIL BARREL CAP M RIDGE DETAIL I FIBERGLASS INSULAR. THROUGHOUT COVER 1• RIC4D FIBERBOARD INSULATION (AU. MOUNT CURB) 1 -1/2" = 1• -0 METAL ROOF TILE. 2" X 2" METAL BATTEN ROOFING FELT OVER PLYWOOD SHEATHING Q 0 to Z O � W Z Q Z W Z W _ Q Z 1 z< Q U = Z Q j 0 LQ LU d N Z W Revision: A A Sheet A112 al. All 5408 T' REGISTE 1 ARCH1IE'GT CARTS TOO() STATE OF WASHINGTON 811) SET ........ I ■ 111 ® III 1 ,11:11 Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802) 840 -9488 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: ROOF DETAILS AUG f F ru14 '1L9 3 7998 P ERMITC oER Shts. ELEVATION MATERIAL LEGEND # DUCRIP11ON 08® 000 000 OCADC EXTERIOR LIGHTING PREFORMED METAL PANEL', ROOFING PRE - FINISHED ALUMINUM WINDOW PAINTED TO MATCH BUILDING PRE - FINISHED ALUMINUM A.C. LOUVERS INSULATED GLAZING PREFINISHED 6 "x8" OGEE ALUMINUM GUTTER - PAINTED TO MATCH FASCIA LOUVERED GABLE VENTS - PAINT 10" E.I.F.S. 0 /WOOD FASCIA - PAINTED MECH. EXHAUST LOUVERS - PAINTED, SEE MECH. FOR SIZE. INTERNALLY ILLUMINATED SIGN - N.I,C,' MECHANICAL ROOF VENT NOT USED ALUMINUM DOWNSPOTS NOT USED VENTS FROM DRYERS & MECH. ROOM 11-IRU ROOF - SEE MECH. FOR SIZES GENERAL NOTES 1.Z, E.I.F.S. THICKNESS ABOVE BASE LAYER OF 1" 2, ® DENOTES, MATERIAL LEGEND REFERENCE 3. 0 DENOTES WINDOW DETAIL ELEVATION SEE SHEET A505 4. HIGH IMPACT RESISTANT E.I,F.S. TO 8' -0" ABOVE WALKWAYS ADJACENT TO BUILDING 5. FOR EXTERIOR COLOR SCHEME AT GUESTWING - SEE EXPANDED ELEVATIONS SHEET A203 AND A204 COLOR SCHEDULE C�- SW 2165 - ROCCOCO BEIGE CO) SW 2282 - KASHMIR SAND CQ SW -2391 - FALLING WATER (GREEN) C-4 SW -2391 - FALLING WATER (GREEN) SW - 8/M 980 (BRONZE) C 2 'GERARD' - ROOF TILE SPANISH RED NOTE: FLASHING AT EIFS SHOULD BE PREFINISHED TO MATCH EIFS COLOR rrul� l ui0r g l so: I -li; llllllllllllllll:lllf:l _ II ;:1 loom Ise* Paull ■ee: i vaa aaaa III: II III IillllllIlllll ,, ill rmr ® urrl �u 1161 ■ae aaoa ill li lllllllllll , Il ... ,;.iII [III" moss — .11111 11E1111 u .III iififi'''Illlllllllllll lli r1,;',1iill () EAST ELEVATION rlrra uri, Ng Ir�e� ':I:IIII II luri lllllllllllll II lI II I i Mill, urr e ;u1 rrem aa . aaea ( Iil1U Ii T1IIIIIIIIIIIIIII niliif i�llil till. rnnn I :uuI I uIE NIIIIIIIIIIILIIIIIIIIIIIIIZII Iilllln iassl:ias 1 i�illrliA i�>�I"�I�i31 ©EM El I'. 2 SOUTH 'I ELEVATION SCALE: 3/32'," TOP 35' -5 1/2 4th FLOOR 27' -4" 3rd FLOOR 18' -8" 2nd FLOG 10' -0" 1st FLOOR 00" st FLOOR _OCA110N 1 SEPARATE 4th FLOOR 27 3rd FLOOR 18' -8 2nd FLOOR, 10' -0' 'G D.S. () WEST ELEVATION () SOUTH ELEVATION DS. SCALE: 3/32 - 1' - 0' SCALE: 3/3F E 9 D.S S -100 SIGN LOCATION UNDER SEPARATE PERMIT 4148 North 46th Street Phoenix, Arizona 85018 FAX (60 840-2795 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: BUILDING EXTERIOR ELEVATIONS Revision: A 0 cc z Za w e 2 < Z= Ua z >< CC = Z - W F W I0 cj - co V Q Z Z W Q QwO Z� =co o 0 if .f co BID SET 1:11111111111111111 wl 1® I ! © avIrm U Arch'turel/ Planning Landscape' Architecture Sheet A201 ace Of C MY0F4i3g; 14 AUG 13 1998 Shts. ELEVATION MATERIAL LEGEND 0 DESCRIPTION 088 000 000 040000 EXTERIOR LIGHTING PREFORMED METAL PANEL ROOFING PRE- FINISHED ALUMINUM WINDOW PAINTED TO MATCH BUILDING PRE - FINISHED ALUMINUM A.C. LOUVERS INSULATED GLAZING PREFINISHED 6 "x8" OGEE ALUMINUM GUTTER - PAINTED TO MATCH FASCIA LOUVERED GABLE VENTS - PAINT 10" E.I.F.S. 0 /WOOD FASCIA - PAINTED MECH. EXHAUST LOUVERS - PAINTED. SEE MECH. FOR SIZE. INTERNALLY ILLUMINATED SIGN - N.I.C. MECHANICAL ROOF VENT NOT USED ALUMINUM DOWNSPOTS NOT USED VENTS FROM DRYERS & MECH. ROOM THRU ROOF - SEE MECH. FOR SIZES GENERAL NOTES 1.4D, E.I.F.S. THICKNESS ABOVE BASE LAYER OF 1` 2. 0 DENOTES MATERIAL LEGEND REFERENCE 3. 0 DENOTES WINDOW DETAIL ELEVATION SEE SHEET A505 4, HIGH IMPACT RESISTANT E.I.F.S. TO 8' -0 ABOVE WALKWAYS ADJACENT TO BUILDING 5. FOR EXTERIOR COLOR SCHEME AT GUESTIMNG - SEE EXPANDED ELEVATIONS SHEET A203 AND A204 COLOR SCHEDULE C2 SW 2165 - ROCCOCO BEIGE SW 2282 - KASHMIR SAND C�3- SW -2391 - FALLING WATER (GREEN) SW -2391 - FALLING WATER (GREEN) ca sw - B/M 980 (BRONZE) C-6 'GERARD' - ROOF TILE SPANISH RED NOTE: FLASHING AT EIFS SHOULD BE PREFINISHED TO MATCH EIFS COLOR III1liiii is IIIIIIIIIIri i iiiiii) nee ®leee.l 1111 !! 1. !I ?Iii!!1I IIIII III.III 11(1111 I : il eue ® 11e j ca11 s : I I 'II IIIIIIIIIIIII:I is luso on" °ay Hill 11111111 :11111 llllllllllll1` 111111 ill;'r! • • e ease :see l ®l 1111 Il 111111 IIllllllllllll : ii''ii l Mill eee'1 :lee 1e :a I n I II l Ctil ®Ili: 1111 iil!iiillllllllllllll iiiiulliiu liIIIIIiiIIIIII iliillIIIIIIllllllllii ililllli 3 SOUTH' WEST ELEVATION S -75 SIGN LOCATION UNDER SEPARATE PERMIT SCALE: 3/32' = 1' - 0' D.S.I @NORTH ELEVATION 22 NORTH ELEVATION SCALE: 3/32- - 1' -o- 0 x11 :a1�1 =L K...61 M i il i yy� {I�. � 110:0 V�Eiii {'M�{�.1� ���'pd{ T. ".1� �1 1 {�1. 11 1• 4� 1 ■1.1• Al / JZ M q. a sl.�s � 1 �: {s6s s I . pp a. dil 111111111111,111 IIIII II IIIIIIIIIIIIIIII �Ists !.!! I ■1•1 1.14. 4 NORTH' WEST ELEVATION S LOCATION UNDER SEPARATE PERMIT 2nd FLOO 1st FLOOR 1 �J KEY PLAN 4148 North 48th Street Phoenix, Arizona 85018 (602) B40 -2795 FAX (602) 840 -9469 Job/ 97- 3004.01 Date: 4 -15-98 Sheet Description: BUILDING EXTERIOR ELEVATIONS Revision: A 0 A A A Sheet A202 131D SET ■l..'.■ Ova ling ■q IIm ry biam Architecture/ Planning/ Landscape Architecture 0 OPr 4vu13 1 998 '' P ERM(FO E Shts. ELEVATION MATERIAL LEGEND M DESCRIPTION po 0 000_ ©oo 000000 l EXTERIOR LIGHTING PREFORMED METAL PANEL ROOFING PRE — FINISHED ALUMINUM WINDOW PAINTED TO MATCH BUILDING PRE — FINISHED ALUMINUM A.C. LOUVERS INSULATED GLAZING PREFINISHED 6 "x8" OGEE ALUMINUM GUTTER — PAINTED TO MATCH FASCIA LOUVERED GABLE VENTS- PAINT 10" E.I.F.S. 0 /WOOD FASCIA — PAINTED MECH. EXHAUST LOUVERS — PAINTED: SEE MECH. FOR SIZE. INTERNALLY ILLUMINATED SIGN — N.I.C. MECHANICAL ROOF VENT NOT USED ALUMINUM DOWNSPOTS NOT USED VENTS FROM DRYERS do MECH. ROOM THRU ROOF — SEE MECH. FOR SIZES GENERA NOTES 1.(ZD E.I.F.S. THICKNESS ABOVE BASE LAYER OF 1" 2. QX DENOTES MATERIAL LEGEND REFERENCE. 3.'' O DENOTES' WINDOW DETAIL ELEVATION SEE SHEET A505 4. HIGH IMPACT RESISTANT E.I.F.S. TO B' -0" ABOVE WALKWAYS ADJACENT TO BUILDING 5. FOR EXTERIOR COLOR SCHEME AT GUESTW1NG — SEE EXPANDED ELEVATIONS SHEET A203 AND A204 COLOR SCHEDULE C - 1 SW 2165— ROCCOCO BEIGE SW 2282 — KASHMIR SAND SW -2391 — FALLING WATER (GREEN) C-4 SW- 2391— FALLING WATER (GREEN) c a SW - B/M 980 (BRONZE) CD/ 'GERARD' — ROOF TILE SPANISH RED NOTE: FLASHING AT EIFS SHOULD BE PREFINISHED TO MATCH EIFS COLOR Fr C-1 2" 8 1 I I _1_i OIP 1 I VERIFY DIMENSIONS W/ I _. I SIGN-MANUFACTURER 14141111%. chi ,44.1.1AI11B�IA1111" R1AiAiI11A�Ai�i�1A1Aih, . Ai11.N 011.11 1.010.1.001 X0.1011 A.,. 12 lora`1i .01102 .1.0b•: i6 AAA ►,. Ai�iMih�Ai�iAiAi�liAeAi�iriAe�iA ;��► _ _.di' 5A 43 9 +2 + 308 I °f Li] KRcle 4/30/1998 10:49.3: A- 203.dwg 12 10 ,ENLARGED ELEVATION ENTRY TOWER SCALE: 1/4" 1' -0' 50' -0 -0 "" T.O. PLATE Y 38' -8" TOP OF DECK 18' -10 1/4.* T.O. PLATE 0 �� � FLOOR AIAIA AI.; i IBiUiIi�ifi•IA.• Ilp•IAIAIAIIIAIAIIIAIA.. i�1A1�1�1�1�1�lAlAl�1�1�1�1�1 ►. A �I�I�IAllll� 1 � 1 � 1�1� IAIAI (II�IAIAI�I.... 105/8' Jd rc FRONT ELEVATION I SIGN LOCATION UNDER SEPIARATE PERMIT 6' -0" TYP, 9" 1'4 -3/8" 3' - TYP. TYP. TYP. 1'6" TYP. I (I, ))I 1 12 SCALE: 1/8" I -0. TOCELEV /NotUI FF'Ok LOCATbNS. REFER () MEDALLION DETAIL SCALE; I/2 I' -0' THIRD FLOOR Y !:t%. DLt( r111rrr • IP:IM O Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (802) 840- 2795 FAX (602) 840 -9489 Job// 97- 3004.01 Date: 4- 15-98 Sheet Description: BUILDING EXTERIOR ELEVATIONS Revision: A 0 0. A Sheet A203 tofte AUG 1 3 1998 Shts. ELEVATION MATERIAL LEGEND ° DESCRIPTION 000 000 000 ®o®®oaE EXTERIOR LIGHTING PREFORMED METAL PANEL ROOFING PRE - FINISHED ALUMINUM WINDOW PAINTED TO MATCH BUILDING PRE - FINISHED ALUMINUM A.C. LOUVERS C-1 INSULATED GLAZING PREFINISHED 6 "z8" OGEE ALUMINUM GUTTER - PAINTED TO MATCH FASCIA C-3 LOUVERED GABLE VENTS - PAINT 10 "E.I.F.S. 0 /WOOD FASCIA - PAINTED MECH. EXHAUST LOUVERS - PAINTED. SEE MECH. FOR SIZE. INTERNALLY ILLUMINATED SIGN - N.I.C. MECHANICAL ROOF VENT NOT USED ALUMINUM DOWNSPOTS NOT USED VENTS FROM DRYERS & MECH. ROOM THRU ROOF - SEE MECH. FOR SIZES GENERAL NOTES 1.© E.I.F.S. THICKNESS ABOVE BASE LAYER OF 1' 2. QX DENOTES MATERIAL LEGEND REFERENCE 3. O DENOTES WINDOW DETAIL ELEVATION SEE SHEET A505 4. HIGH IMPACT RESISTANT E.I.F,S. TO 8' -0" ABOVE WALKWAYS ADJACENT TO BUILDING COLOR SCHEDULE C-1 SW 2165 - ROCCOCO BEIGE C=2 SW 2282 - KASHMIR SAND C-3 SW -2391 - FALLING WATER (GREEN) CD SW-2391 - FALLING WATER (GREEN) C -5 SW - B/M 980 (BRONZE) . C-6 'GERARD - ROOF TILE ,SPANISH RED ., NOTE: FLASHING AT EIFS SHOULD BE I.PREFINISHED TO MATCH EIFS' COLOR KRele 1 / 8 " = Y -0" T.O.PLATE 4th FLOOR 3rd FLOOR 2nd FLOOF 10' —O MOUNTING HEIGHT OF OPTIONAL LIGHT FIXTURE (WHERE SHOWN ON ELECTRICAL) 1st LOOR 0 -0 F TYPICAL ENLARGED PEDIMENT SECTION 4/A / ,V. 24 22 A - 2114 dwY C ■ ■ C■ s. Q ■ ■■�.. 1111 111 II ` Iliigi ` iiiiiioiil� lllpllllllllf nlli lilii;iill ' CNI � .. I 'iiiiil Hl IiilllllllllllllllCllllljii Till li Il � . : a l l' __AA'' I I� 1sl � �l ■ ■ l 0II iV I .■IPA,.. _ ■ _ : ' wl enn.' uuTrviil - lin!m 31' -4" ENLARGED TYPICAL PEDIMENT ELEVATION 1/ = 1 ' -0 " SLOPE 8:12 SLOPE CENTER RIDGE-. OF ROOF o N DOWNSPO T LINE OF EXTERIOR WALLS BELOW ENLARGED TYPICAL PEDIMENT ROOF PLAN O 1/8" = 1. -0" ' 35 4th FLOOR 27 —4 3rd FLOOR 18 -8 2nd FLOOR 10' -0 " 1" FLOOR Or RI Ark m.V.1 1:1111 soca maim_ memo TEP ! :, I IliiHHiiiII!!! jlllll llllllllr i1i11liii €ilii':illl n 7 � I III �� ■ ■�III� llisiEi�i i 111IIIIIIIIIIIEiiiiiiiiii3i 'll1~ ■� Al■ ® I nuTiiiTixu i u!,nn, iw A I MI Am ® = I i►ii iilllllllllllIIII !!iiiiiiiiiin�� a ®_ A_ © _dill au 1/8" _ 1 CENTER OF ROOF N 16' -8' ENLARGED MIDDLE PEDIMENT ELEVATION SLOPE SLOPE 8:12 8:12 SLOPE 8:12 METAL ROOFIN 1/2" E.I. F. S. RECESSED PANEL 3rd F LOOR 1 a -g4- 2nd FLOOR 10 00 APPLIED 12"512"51/2" THICK EIF SQUARE CD 1/8" ° ',' -0» 4' -0" 1V-2" 4 TRIM DOWN SPOUT DOWNSPOUT LINE OF EXTERIOR WALLS BELOW E ENLARGED MIDDLE ®PEDIMENT ROOF PLAN 1/8- 1' -0" _.. 4" METAL STUDS -SEE STRUCTURAL DOWN SPOUT 1/4" = 1' -0 " ENLARGED TYPICAL MENT PLAN I O P�n DI ENLARGED MIDDLE PEDIMENT PLAN T.O.P. 35 -5 1/2"'' 4th FL00 27' -4 3rd F L 0 0>�. 18 -8 • 2nd FLOOR 1st F L OO R • D . - O 0 " 7 ' -4 " fft qc1 0 t(o aAW STATE OF W A 1 000 SHINGTON Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date;' 4 -15-98 Sheet Description: GUESIWING EXPANDED EXTERIOR ELEVATION Revision: A Sheet A204 of etc AUG 1 3 1938 LINE OF ROOF GABLE. BEHIND LINE OF WALL BELOW. UNEOF ROOF ABOVE: VERT. 2' -0" WADE PLYWOOD CATWALK / / / / / / UNE OF ROOF ABOVE E• -- 2' -0 "VIDE PLYWOOD CATWALk (FOR ACCESS TO SIGN) \ 1" E.I.F.S. OVER 5/8" GYP. SHEATHING STEEL STUS D O 24" O.C. 5 -100 SIGN 1" E.I.F.S. OVER S/8" GYP.SHEATI- METAL ROOF PANELS NGn 2 FRONT ELEV. @ SIGN OPENING LOCATION A205 NOTE: SIGN UNDER SEPERATE SUBMITTAL & REMIT SCALE 1/4 t53' -10 . Jy T.O.R. " YY 44' -3" T.O.P. 35•-571‘2" J� T.O.P. Y METAL ROOF PANELS SECTION et SIGN OPENING SIDE ELEV. Co SIGN LOCATION SIGN - VERIFY SIZE WITH MANUFACTURER METAL ROOF TILE PANELS OVER PLYWOOD SHEATHING PER GENERAL STRUCTURAL NOTES OVER WOOD TRUSSES O 24' O.C. SIGN TO HAVE ACCESS FROM REAR PANEL ( PLYWOOD PLATFORM TO ACCESS PANEL 1F SIGN I ' STEEL STUDS FRAMING- SEE'. STRUCT. STEEL STUD BRACE' 'O 24" O :C; STEEL BEAM- SEE STRUCT, CONDENSATE DRAIN FROM BOTTOM OF SIGN CABINET TO GRADE R 0 A a >- 0 z a z a0 Z J Z we W cn Q < J W I- H Z LL! I I Sheet A205 DID SET VZATE WASHINGTON OARWO T000 �UINISR a ®.®. ■u ill va li . ai im • •whim Architecture /' Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802) -9469 Job( 97- 3004.01 Dater 4 -15-98 Sheet Description: EXPANDED SIGN PEDIMENT ELEVATION Revision: AUG 1 3 19 PERMIT CEi Shts. BEYOND elele iI.I.I■I■l 1CORRIDOR1 11_3001 giI■IibZd■Io IiI• IeIIIi. `r - ' "'ae■ IT II� I1 CWA r.: 4�IiIiIililiIol■ ItI■I!i■I■I Z;' mI■ e■Z 111 ed'nae'tllf :Nam �A1 ■.i ®.®u m i ll ■ - 111 11111111111 ' J im m_,1 . 111 1 PORTE COCHERE 1 69' -6" RADIUS FIRE SPRINKLER LINE 1 WALKWAY' 12' -3" N.T.S. 1 1; '' #;II.FL■IiI.I,I�p;�Ieli.i • • Ili i i ■.Q■ O.OQGOQQO -1" E.I.F.S. ON A" f AAI I' I itek SLOPE © © O S LOPE m m __ .... A,F.F. 18'- 0" A.F.F. B.O. CEIUR 15' -6" A.F.F, T.O, ARCH 13' -0" A,F.F. T, GFR OLUMN KRele Y FIN, FL7CR — . 5/9/1999 12:10: A- 211.dwy 28' -0" 12 4 T USS BRG. CONCRETE 1 TOPPING OVER METAL DECK 43' -0 1/2 " A.F.F. ° TOP OF DECK 1" E.I.F.S. (`N 8" CMU R- VALUE= 5.5 27'- 7 1/2" A.F.F. * TOP OF PLANK T.O.M 18' -8" A,F.F, T - OP OF PLANK PREFINISHED ALUMINUM COPING 12 0 n LOBBY SECTION 3/16 " =1' -0" KEYNOTES 0 i EXPOSED AGGREGATE CONCRETE SLAB 0 ROOF DRAIN 0 ROOF DRAIN OVERFLOW 4 PREFORMED METAL OF YSTEM S OVER PL YWOOD SHEAT O ALUMINUM WINDOW - PREFINISHED C l) , PREFAB WOOD TRUSSES (SEE STRUCTURAL) 0 TAPERED INSULATION SYSTEM O WOOD CROWN MOULDING - SEE DET. 3/A701E O 9 4" CONT. FIBER. CANT STRIP 10 1 HR RATED CEILING W /4x4 SUSP. ACOST U. G. TILE - SEE DTL. 1/930 0 6" STUD WALL 12 1' -6" DIA. GFRC COLUMN 13 1' -6" DIA. CMG COLUMN 14 12" DIA. GFRG COLUMN 15 BOWED GALV. STL. RAILING - SEE DETAIL 8/A302 i6 REGISTRATION ILS DESK - SEE A701A THRU A701F FOR DETA 17 FOUNTAIN - SEE A708 FOR DETAILS 18 BUFFET - SEE A702A AND A7028 FOR DETAILS 19 PERFORATED ALUMINUM SOFFIT VENT 20 SUSPENDED GYPSUM CEILING BOARD ON WIRE HANGERS 0 4' -0" 0.C. 21 R -30 BLOWN -IN INSULATION 22 LADDER - SEE DETAIL 8/A406 SIM. 23 8" CONCRETE PLANK 24 STEEL BEAM W /SPRAY FIREPROOFING. SEE STRUCT, 25 TELEVISION 26 2' - DIA. GFRC COLUMN 27 SUSPENDED ACOUSTICAL CEILING TILE 28 R -13 BATT INS. IN ALL EXTERIOR STUD WALLS TYP. 29 8" CONC. SLAB- REFER STRUCTURAL 30 REFER STRUCTURAL FOR FOUNDATIONS 0 I D ' SLOPE 1 /4 " /FT �� 6 1 I;;uti� fi\A- 01U2 33' -3" A.F.F TOP OF TRUSSES 20' -0" A.F.F. 0.0. PLATE Job# 97- 3004.01 Date; 4 -15-98 Sheet Description: LOBBY BUILDING SECTIONS Revision: A� Architecture/ Planning/ Landscape Architecture 4146 North 48th Street Phoenix, Arizona 85018 FAX 840-2 Sheet A211 111D SET O f ,,,AEc AUG I 3 1 998 PEAMJ TcENTE A Shts. • KRele 5/6,1998 12:13. 2? A 712.6wg ELEV. 54' -0" T.O. BEARING PLATE ELEV. 34' -0" T.O. TRUSS ELEV. 27' " T.O. TRUSS /JOIS 4 ELEV. ' -91/2" T.O. BEARING 26 PLATE E. ' — 3rd LEV FLOO 8" Y' 2nd FLOOR ELEV..O' -0' 1st FLOOR d000a000❑ Ai ❑ 000000 0000000000000000000000000000 • i 4 .. . :.L:..,.. O rmmenwvswxaumea�ew' u :marmm arowuvevemxmemAV e l ,A \ MIROuannnnl � �tlaro ia +mrina++'aWemroeasv o eftwavammemeeenno�wmn>vbomwt. CMN 1R RR I.�, -._.. 1 ! Li 1 BEAM PER ST'i TURAL � ; � � Al � COR ATTIC 8" CONCRETE PLANKS 2 HOUR ASSEMBLY TOWER'.. BEYOND PREFAB WOOD TRUSSES SEE STRUCTURAL 1 HOUR RATED RE: PARTITION I SPECIAL SUI TE J 1 HOUR RATED PARTITION RE: PARTITION' TYPES SPECIAL2SUITE 'M 204 ATTIC 000.00 000, 00 CORR. 0000000000000 O O O OO 0 0 0 0 0 0 0 O 0 O O D O Oo 0 0 0 O O O D D D O o rl o o 1CJ n o --'-- PATIO WALL - SIT LANDSCAPE DWLS HIGH DENSITY E.I.F. S. SLOPE 1" E.I.F,S. OVER 5/8" EXTERIOR GYPSUM SHEATHING 18" DIA. LOUVERED GABLE VENT. SEE 2/A309 SIM. SEE STRUCTURAL FOR FOUNDATION DETAILS —^ LINEAR DIFFUSERS — SEE MECH. DWGS GYPSUM BOARD SOFFIT I MEETING ROOM I METAL STUDS 11.116/ 1 HOUR RATED PARTITION SUSPENDED ON 3 —,5/8" RE: PARTITION TYPES. LOBBY BUILDING SECTION 1/4 " =1' -0" KEYNOTES OPP, HAND 0 EXPOSED AGGREGATE CONCRETE SLAB O ROOF DRAIN 0 ROOF DRAIN OVERFLOW O PREFORMED METAL ROOF SYSTEM OVER PLYWOOD SHEATHING 0 ALUMINUM WINDOW — PREFINISHED 0 PREFAB WOOD TRUSSES (SEE STRUCTURAL) 0 TAPERED INSULATION SYSTEM O B WOOD CROWN MOULDING — SEE DET. 3/A701E a 4` CONT. FIBER. CANT STRIP 10 1 HR RATED CEIUNG W /4x4 SUSP. ACOUST. CLG. TILE — SEE DTL. 1/A302 0 6' STUD WALL @ 1' -6` DIA. GFRC COLUMN 13 1 -6` DIA. GFRG COLUMN 14 12` DIA. GFRG COLUMN I }1 CORR. 15 BOWED GALV. STL. RAILING — SEE DETAIL 8/A302 16 ROR E GISTDRAETATION ILS DESK — SEE A701A THRU A701F F 17 FOUNTAIN — SEE A708 FOR DETAILS 18 BUFFET — SEE A702A AND A702B FOR DETAILS 19 PERFORATED ALUMINUM SOFFET VENT 20 SUSPENDED GYPSUM CE1UNG BOARD ON MARE HANGERS 0 4' -0" O.C. 21 R -30 BLOWN —IN INSULATION 22 LADDER SEE DETAIL 8/A406 SIN. 23 8" CONCRETE PLANK 24 STEEL BEAM W /SPRAY FIREPROOFING, SEE STRUCT. 25 TELEVISION 26 2' -0' DIA. GFRC COLUMN 27 SUSPENDED ACOUSTICAL CEILING TILE R -13 BATT INS. 0 EXTERIOR WALLS TYPICAL 29 8" CONC. SLAB— REFER STRUCTURAL I LOBBY ACCESS' DOOR 2 LAYERS 5 /8" FIRECODE GYP. BD. I HR. RATED ASSEMBLY' 6 R19 BATT INSULATION SEE STRUCTURAL FOR FOUNDATION DETAILS T000 1 , MIASNINGTON Architecture' Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Ar1ZOTt8 65018 F'AX (6 9469 Job// 97 3084 Dote: 4-15 -98 Sheet Descriptio LOBBY BUILDING SECTION Revision: A A 0 A Sheet A212 A BID SOT' Z co CC cp fA Q z zx Q w O 5 a O 0 w Q Q C•I Z co grilPVED AUG 13 1998 PERMIT cENrEn Shts. A78 —BT AF.F. 3RD. FlR. 2ND. FIR. 2 LAYERS 5/8" SHEETROCK FIRECODE CORE TYPE SCX OVER FURRING CHANNELS GUESTRO,OM, GUESTROOM GUESTROOM 01: b0: o cam: INTERIOR TEXTURE COATING OVER 8" CONC. PLANK TYP. GUESTROOM PREFAB WOOD TRUSSES 2' -0" O.C.- REFER STRUCTURAL DRAWINGS o R30 BLOWN —IN INSULATION r INLit �J A CW7' • W, i t 1 � c . fl �WlTr Idi� A WtA7M1' lti�rrrwrgrlf�RllRlllil .G�7.e'Ira( 2' -0" METAL DECK CATWALK CORRIDOR 3 i " DIFFUSER SUSPENDED ACOUSTI CEILING SYSTEM W/ WIRE HANGERS 2' -O" O.C. YP. BD. FURRED DOWN FLOOR FIRST 'lo CORRIDOR PLUMBING VENT PIPE PAINT OVER. COATING OVER. GPDW CORRIDOR SPRINKLER. PIPE ROOF ASSEMBLY TO RUNCON TINUOUS ON BOTTOM OF TRUSSES. N W AY YM W IINA 59441tYMVAIWAW 3 1/2" SOUND BATT INSULATE ALL BATHROOM CEILINGS (EXCEPT TOP FLOOR TYP.) BATH ROOM IRAhWAW IWANWAYM AWNIVAYAVNAW PAINT OVER COATING OVER GPDW 3 1/2" SOUND BATT INSULATION ALL BATHROOM CEILINGS (EXCEPT TOP FLOOR TYP.) BATH 'ROOM GUEST ROOM L INTERIOR TEXTURE COATING OVER 8" CONC. PLANK TYP. GUEST ROOM 8". CONCRETE SLAB- REFER STRUCTURAL GUESTROOM E WAVE`1 S 1i� 1�`1 1A�A� ■ ■ 1 � �, i �771� b71� MVWNWNAVAYAYAWA 1" E.I.F.S. ON 5/8" TYPE "X "�.'EXT.. G SHEATHING OVER 4" METAL STUDS 16" O.C. . 1" EIFS TYPICAL' SIM. 1' -6 VERIFY LOCATION PLYWOOD OF ROOF PENETRATION SHEATHING METAL PANEL WITH LA QUANTA PROJECT MANAGER ROOF TILES 3/8" = 1• - 0" r EIFS TYPICAL 0 /8" CMU M N.R- VALUE= 3,0 FACE OF WALL BEYOND ::Am': 0000 4 OTA7T.' WASHINGTON BID SET 2 "X4" ALUM SPACER TUBE ® EA SIDE OF WINDOW WELD TO PLATE RAILING 1 1/2 _'1• -0" 2 "X4" ALUM SPACER TUBE 0 EA SIDE OF WINDOW WELD TO PLATE 1 1/2" = r -0" ALUM. CAP - PAINTED 1 -1 4'X1 8' ALU , BA 1 "X1" ALUM SPACER TUBE 0 O.C. WELD TO PLATE 1 ° X1 ° ALUM TUBE BOTTOM RAIL SEE 2/A306 FOR ADDITIONAL DETAIL DETAIL @ PEDIMENT ALUM. CAP - PAINTED 1 A - c.64,:'1,( 1 ,4 8 ';,, . 4 -1/2 fV 1 "X1` ALUM SPACER TUBE ®4 ' 0 .C, Nom' 4Q TO P�A?� 1 "x1" ALUM TUBE BOTTOM RAIL FLOOR LINE 3RD FLOOR AND ABOVE 2ND FLOOR UNE SEE 1/A306 FOR ADDITIONAL DETAIL RAILING DETAIL @ PEDIMENT Q 0 Cc Z Z OO W - co = z >Q 5 0 4i 3 W cc z W 4148 North 48th Street Phoenix, ,Arizona 85018 FAX 4 469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: GUEBTWING BUILDING SECTION Revision: Architec/ Planning/ ture Landscape Architecture Sheet 0 A UG g 80 Eni A213 pERA,>r shts RRele METAL ROOF TILE PLYWOOD SHEATHING OVER PREFAB WOOD TRUSS TRUSS BEARING PREFAB WOOD TRUSS STEEL BEAM W/SPRAY-ON FIREPROOFING 2 1/2" MTL STUDS 0 16" O.C. 3 -1/2" X 3 -1/2" STEEL TUBE COLUMN WI SPRAY FIREPROOFING ...BEYOND 1" EIFS ON 5/8" GpDw ON 3 -5/8" 18 Na. MTL. STUDS 0 16" O.C. METAL FLASHING 2" 'SOFFIT VENT CONT. 1" EIFS ON 5/8" GYP. SHEATHING ON 3 -5/8 MTL. STUDS & 16" O.C. METAL ROOF TILES OVER PLYWOOD SHEATHING 2X4 WOOS STUDS 0 15" O.C. PREEN. ALUM. GUTTER 1" EIFS FASC EIFS ON 5/8" GYP SHEATHING 1" EIFS ON 8" C.M.U. BLOCK EIFS BRACKET BEYOND 1" EIFS ON 5/8" GpDw ON 3 -5/8 18 ga. MTL.. STUDS © 16 ' O.C. FACE OF PEDIMENT WALLS BEYOND !METAL FLASHING METAL ROOF TILES OVER PLYWOOD SHEATHING 2X4 METAL STUDS 0 16 O.C. 2X4 WOOD STUDS. SCALE: 1 -1/2" = 1' -0 4(10/1598 8:50:53 A- 302.dwg f! Jill '111 O SECTION @ DETAIL SCALE: 1" = 1' -0" 12 31 ECTION @ DETAIL 2 SCALE: 1" = 1' - FIBER (CANT 1 LAYER .518" GYP. BD. ON 7/8 MTL. FURRING TO RECEIVE TEXTURED PAINT FINISH =SEE FINISH SCHEDULE SECTION @ COVERED WALKWAY PRE FINISHED METAL COPING BEYOND CARPET ON CONCRETE PLANK SEE FINISH SCHEDULE E.L. 10'-0" T.O. BEAM 5/8" QYP. 8D. ON 2 1/2 METAL STUDS SUSPENDED FROM SLAB E.L. 9'- 0' ABOVE. REFER TO A, F. F. `Y REFLECTED CEILING PLAN 10' -0 " T.O. PLANK 9, -4., • B.O. PLANK 8' -0" F.O. GpDw TO' -S" T.O. PLANK 8' -0" F.O. GpDw SOFFIT DETAIL SCALE: 1" = 1' -0" NOTE: SIGN PROTECTIVE FILM FACING TO REMAIN IN PLACE UNTIL ALL FINISH WORK IS COMPLETE. REMOVE FILM BEFORE SCAFFOLDING IS REMOVED. 2x4 (PAINTED). STEEL CAP CUSTOM DESIGNED PRE = FABRICATED GLASS FIBER REINFORCED GYPSUM, COLUMN, MODEL H PF -241 AS MAN:T. BY PLASTERFORM. EE DU. .. 9/A303 HALF ROUND MOULDING -'' PAI STOREFRONT CAULKING 5/8" GYPSUM BOARD ON 2 -1//2 MTL. STUDS 'FRAMING AND 7/8' METAL FURRING CHANNELS 8' -0" A.F.F. HALF ROUND MOULDING - PAINTED 1' -6 "' G.F.R.G. COLUMN COVER, PF -241 SIM., PAINTED G.F.R.G. /G.F.R.C. STEEL COLUMN DETAIL @ STOREFRONT SCALE: 1" 1' -0" 1" E.I.F.S. : 0/ 5/8" EXT. GYP. SHEATHING 0/ 6 METAL STUDS NAILING FLANGE 1 1/4 "x1/8" CURVED STEEL BAR. 0 4" O.C. 1"x1" STEEL 'TUBE POST FOR INTERMEDIATE SUPPORT, WELD CURVED BAR TO SUPPORT POST FOR UNIFORM APPEARANCE 1 "x1" STEEL TUBE BOTTOM RAIL FINISHED WOOD EDGE TRIM. PAINTED. 10' -0" A.F.F. . z % ao UNQ 6u�d1 FIBERGLASS INSULATION ANCHOR STUDS TO STEEL COLUMN PREFINISHED' OGEE ALUM. GUTTER SEALANT AND BACKER - ROD CONTINUOUS METAL SLEEVE SUPPLIED BY SIGN MANUFACTURER METAL ROOF TILES OVER PLYWOOD SHEATHING OVER PREFAB WD. TRUSSES FACE OF L.Q. SIGN METAL CASING OF /CI SIGN OF /CI INSTALL SIGN CASING o AFTER SHEATHING/ j iBEFORE EIFS i s EIFS' CC SCALE: 1 " =.1' -0 SIGN INSTALLED', BY CONTRACTOR METAL SLEEVE - SUPPLIED BY SIGN MANUFACTURER'S 1" E.I.F.S. ON 8" C.M.U. CONTRACTOR TO VERIFY ALL SIGN REQUIREMENTS WITH SIGN SUPPLIER RNICE' ®EIFS DETAIL SCALE: 1" = 1' -0" 9 „ ' P.T. WOOD SHIM SEALANT & BACKER. ROD 1" E.I.F.S. ON 5/8" GYPSUM SHEATHING 6" METAL STUDS SEALANT 1' 6" DIA. G,F.R.C. COLUMN COVER PF- 215 .SIM., PAINTED STEEL COLUMN W /SPRAY FIREPROOFING SEE STRUCTURAL 12 DETAIL' EXTERIOR FINISH SYSTEM ON 1 LAYER 5/8" GYP... SHEATHING SEALANT &' W FASCIA CONT , ALUM OOD SOFFIT 'INSULATED BACKER ROl GLAZING VENT — PAINT IN STOREFRONT SYSTEM '1" EIFS ON 5/8 GYP. SHEATHING 8" DECORATIVE EIFS OUTRIGGER RE: ELEV'S, F N '.. SPACING UMBER CF SCAMS R -11 BATT INSULATION W/ VAPOR BARRIER BETWEEN TRUSSES WOOD TRUSS RE: STRUCTURAL STEEL BEAM W /SPRAY FIREPROOFING RE: STRUCTURAL 1LAYER 5/8" FIRECODE GYPSUM BOARD 2 1/2" METAL STUDS 0 16" CLIP ANGLE TO BEAM CAULK WD. SHIMS SEALANT & BACKER ROD 5/8" GYPSUM BOARD INSULATED GLAZING INSULATED GLAZING CAULK WD, SHIMS SEALANT & BACKER ROD 5/8" GYPSHM BOARD WOOD BASE MOULDING PAINTED PT -1 SCALE: 1- 1/2 "' =' 1'-0 1" E.I.F.S. ON 5/8" TYPE "X" GYP, SHEATHING ON VAPOR BARRIER ON 6' MTL. STUDS WITH BATT .INSULATION SCALE: 1 -1/2" = 1' -0" M CtIg .O SCALE: 1 -1/2" = 1' -0" COLUMN, BEAM, 6" STUD WALL & EDGE OF TRUSS OF COLUMN, 6" STUD & BEAM ABOVE 1" E.I.F.S., ON 5/8 TYPE X" GYP, SHEATHING ON VAPOR'. BARRIER ON 6" MTL. STUDS WITH BATT INSULATION ao - 0101 ' -0" T.O.P 19' -10" T,O.O. `{' CAULK WD. SHIMS H HEAD DETAIL @ LOBBY WINDOW ¢ OF COLUMN, 6 " STUD & BEAM ABOVE 10' -0" A.F.F. A.F.F. WINDOW DETAIL @ LOBBY OF COLUMN, 6" STUD & BEAM ADOVF A.F.F. F.F.E. SILL DETAIL @ LOBBY ' -0"� F. C CG -6 ACOUSTICAL CEILING PANELS 5/8" GYP. BDR. CROWN MOULDING I7'-0" (� TOP OF WINDOW `Y REGISTER ARCH!'E Architecture/" Planning/ Landscape Architecture 4148 North 48th', Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: LOBBY BUILDING SECTIONS /DETAILS Revision: A Q g 0 ccZ �'WcJ a o z ill Z w0 - F co �� zZX >Q z U~ Q� � Oi:t; Z a: O < z lL w < CCD Z CO U w Z Q A A Sheet A302 DID SET a Tonw AU6 1 3 1998 PERMIT CENTS Shts. L- EX TERIOR WALL A EIFS ' ON 5/8" TYPE X GYPSUM : \ q 1" EIFS , '' in, SHEATHING CEILING BOARD 7 CLEANOUT P.V.C. DRAIN SEE.. CIVIL FOR CONTINUATION 12" X 12" X 6" CONC. PAD ON COMPACTED GRADE 4" DIA. P.V.C. ELBOW. FIN. GRADE CONCRETE SLAB 4" DIA. P.V.C. PLUG ALUMINUM DOWNSPOUT 1 1/2" W/ PREFINISHED 12 GA. COORDINATE W/ I, i ll GALVINIZED STEEL ANCHOR STRAP STRUCTURAL I� (1 PER BOOT) ANCHORED TO METAL FOOTINGS _ ® STUDS W/ 2" LONG 3/8" GALVINIZED STEEL ANCHOR SLEEVES & GALV. STEEL LAG SCREWS. PROVIDE GALV. STEEL WASHERS. 6" P.V.C. BOOT WITH ALUMINUM TRANSITION PIECE 1/4" LARGER THAN DOWNSPOUT ON ALL SIDES. SEAL TOP JOINT W/ BACKER ROD & SEALANT ALL SIDES. 6" DIA. P.V.C. 4" DIA. P.V.C. PIPE 6" DIA. P.V.C. PIPE ELBOW NOTE: PROVIDE C.O. BROUGHT TO GRADE AT EACH DOWNSPOUT FIELD VERIFY FOOTING LOCATIONS TYP. D.S. BOOT DETAIL 1 1/2" FIRE BLOCKING', 1/4" = 1 -0" WRAP REINFORCING FABRIC 2" MINIMUM AT UNDERSIDE OF INSULATION ATERPROOF `KIM COAT EXTENDED 2" BELOW GRADE W/ EFS *NOTE: DOWNSPOUT BOOT DEPTH BELOW GRADE TO BE MAX. 2" WHERE DOWNSPOUT DRAINS THROUGH CURB 1" DIES P.F. ALUMINUM GUTTER 6 "x18 gga METAL STUD ® 16" iO:C. EFS ON EXTERIOR GYP. SHEATHING KRele FASCIA BOARD 1/2" 1 ' - 5/6/1998 9:59:25 18' -6 NORTH ELEV 2 CONT. SOFFIT VENT BACK & SIDE ENTRY c) CANOPIES CEILING PLAN 1/2" = 1'_0 [C{ 14.1 SECTION DETAIL " EIFS A- 304.dwg 9 ] Ill ems. IL co till 3RD FLOOR 1ST ,FLOOR 1e �uu 1" E.I.F.S ,ON 8 ",CMU 20' -D "', A.F.F. 10' -0" A.F.F. J. 2 LAYERS 5/8" TYPE 'SCX' GYPSUM BOARD (1 HR. RATED CEILING) 4TH FLOOR 2" DEEP CONCRETE FILLED METAL PAN LANDING 2ND FLOOR�� WALL SECTION @ A STAIR VESTIBULE 1/r = PREFAB WOOD TRYSSES, SEE STRUCTURAL DRAWINGS R30 BLOWN -IN INSULATION CONT. ® AtTIC WI \ VAPOR BARRIER . CEILING -SIDE OF INSULATION I ( ALUMINIUM CUTTER 35' -5 1/2" A.F.F.J� T.O. Ste. SIM. 27' - 4" A.F_ .14 1" E.I.F.S ON 8" CMU MIN.R- VALUE= 3.0 PLANK SEAMS' IN CORRIDORS ONLY TO BE MUDDED /TAPED FLUSH 4TH FLOOR INTERIOR TEXTURE COATING 2ND FLR 2 LAYERS 5/8" TYPE 'SCX' GYPSUM 'BOARD (1 HR. RATED 'CEILING) 1/2 = 1 , -0 " R -13 BATT INSULATION CO EXT. STUD WALLS W/ VAPOR BARRIER ® INTERIOR FACE OF INSULATION, QN . . T AP . TT0.PLANK SLOPE 1 /8" /FT. NOTE: ALL EXPOSED JOINTS IN CONCRETE PLANKS CAULKED. PRIOR TO APPLICATION OF PRIME COAT TEXTURED SPRAY FINISH. TYP.'U.N.O.' SEE. DETAIL 6/A431. 000 PRE- FINISHED ALUMINUM WINDOW Hy POURED -IN -PLACE -j A.F F, CONCRETE SLAB \ 1ST FLR. SUSPENDED ACOUSTICAL CEILING SYSTEM W/ WIRE HANGERS ® 2' -0" O.C. DOOR CORRIDOR 1101A1\ 01A1\ . _ .. 0/1 1 VI 1'2 SI 2 HR SHAFTWALL VENT ENCLOSURE FROM ELEVATOR HOISTWAY LOUVERED GABLE VENT - SEE 2/A309 PREFAB WOOD TRUSSES, SEE STRUCTURAL DRAWINGS R30 BLOWN -IN INSULATION CONT. ® ATTIC W/ VAPOR BARRIER (� CEILING -SIDE OF INSULATION 35' -5 1/2" A.F T.O.S. SIM. 1 E.I,E S. ON 5/8" TYPE X METALYSTUDS SHEATHING ON 11-- METAL TILE PAN-ETA r ROOFING. SYSTEM j \\ 12 '. T:O.PLANK Yi 6 WALL SECTION @ CORRIDOR WOOD TRUSSES PREFINISHED ALUMINUM GUTTER AND DOWNSPOUT 10 " WOOD FASCIA 2" CONT. SOFFIT VENT E.I.F.S.'OVER 5/8" TYPE X �\ GYP BOARD SHEATHING TYPE "Z" FIXTURE 2 LAYERS 5/8" TYPE 'SCX' GYPSUM BOARD (1 HR. RATED CEILING) GUESTROOM 4TH FLR INTERIOR TEXTURE COATING GUESTROOM, 1/2" = 1' -0" 1 35' -5 1 /2" R -13 BATT INSULATION 0 EXT. STUD WALLS TYP. VAPOR BARRIER © INTERIOR FACE OF INSULATION, TYP. RECEIVER PVC BOOT SEE DETAIL 4/A304 GABLE OF PEDIMENT BEYOND PREFAB WOOD TRUSEES, SEE STRUCTURAL DRAWINGS R30 BLOWN -IN INSULATION CON . 0 AtTIC VAPOR BARRIER CEILING -SIDE OF INSULATION CE ALUMINIUMEGUTTER PREFINISHED PERFORATED ALUM. SOFFIT SYSTEM 1" E.I.F.S. ON 5/8" TYPE X EXTERIOR GYP SHEATHING OVER METAL STUDS ® 16' O.C. SEE 'I STRUCTURAL D PRE- FINISHE ALMINUM WINDOW LINE OF PEDIMENT BEYOND 27' - 4" A T.O.PLANK LINE OF PEDIMENT BEYOND 11.1111 III I p q - O ko WAL SECTION @ GUESTROOMS A . ..U.■.I ■4NI im Architecture/ Planning / Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802) 840 -9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: GUESTWINQ WALL SECTIONS Revision: Sheet A304 ! 1998 PfRA9 ?O f�� Shts. i • KReM 5/6/1998 12:21:51 A- 305.dwq EFS ON SUSPENDED GYP. CLG. BD. PAINTED - PT -X WD. BEARING PLATE 1'. -6" DIA. G.F.R C. COLUMN COVER PF-215 SIN., .. PAINTED STEEL COLUMN STRUCTURAL g OF COLUMN. & SOFFIT ABOVE CAULK LINE OF SOFFIT ABOVE CAULK LINE OF COLUMN 0 TOP BAULK NCHOR STUDS TO STEEL COLUMN C•L�UMN BASE CAULK COLUMN CAP TIAL STEEL COLUMN • SEE STRUCT. DWGS. g OF COLUMN & SOFFIT ABOVE ( DETAIL @ LOBBY COLUMN = EIFS ON ,5/8" GYP, BD ON 3 -5/8 "METAL STUDS 0 16" O.C. EFS'ON SUSPENDED GYP. CLG. BD, '.. PAINTED - PT -X STEEL BEAM CAULK CONT. I SEE STRUCT. DWGS. 1 'Ili CAULK CONT 111110111111 METAL STUDS- SECURE TO STEEL COLUMNS G.F.R.C. COLUMN COVER PF -215, PAINTED - PT -X CAULK CONT. COLUMN BASE STEEL CLIPS BOLTED TO STUDS A COLUMN BASE CAULK CONT. ®sECTION @ LOBBY COLUMN WA LL MilIMP '''' 1 al ®Il tY42 ►l�l l ®® rc -1 ED WALL COLOR SCHEDULE C-1 SW 2165 - ROCCOCO BEIGE C-2 SW 2282 - KASHMIR SAND C-3 SW -2391 - FALLING WATER (GREEN) CD SW-2391 - FALLING WATER (GREEN) C-5 SW - B/M 980 (BRONZE) C-.6 'GERARD' - ROOF TILE SPANISH RED NOTE: FLASHING AT EIFS SHOULD BE • PREFINISHED TO MATCH EIFS COLOR I ii 41) 1111 :010M 2 1/2 1/2' 1 1/2" = ROOFING ROOF PANELS ON 30# FELT ON PLYWOOD SHEATHING WOOD TRUSS 1X2 STARTER BATTEN EAVE FLASHING 2x8 WOOD FASCIA R -30 BLOWN -IN INSULATION 5/8 "TYPE X GYP SHEATHING 1" E.I.F.S, OVER 8" CMU WALL E.I,F,S, OVER EPS FORMS, 0 TYP. PREFINISHED OGEE ALUM, GUTTER SECTION DETAIL SECTION DETAIL ®WALL SECTION DETAIL 8" DECORATIVE EIFS OUTRIGGER RE: ELEVATIONS FOR NUMBER AND SPACING OF BEAMS 1" E.I.F.S ON 8" CMU WALL • E.I •. F. S. OVER EPS FORMS, E.I.F.S. OVER C.M.U. 2 1/2" MTL STUDS C,M,U. BOND BEAM -FACE OF LOWER TOWER -1" E.I.F.S OVER 8" CMU TYP. 8" PLANK FLOOR TOP { OF ELEVATOR OVERRUN ELEV, 59' -2' ELEV. OVERRUN NOT USED BID SET A A A A Sheet A305 Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FA (802 9469 Job// 97- 30040 Date: 4 -15-98 Sheet Description: GUESTWING WALL SECTION DETAILS Revision: o AUG 1 3 1598 PER CENTER Shts. LINE OF RECESS EIFS OVER (2) LAYERS OF 5/8' TYPE "X" GYP. BD. LINE OF 1" ADDITIONAL EIFS BEYOND DETAIL AT CANOPY AWNING IAT SIDE ENTRY 1 1/2" = 1 -O 4 AM A- ,06,t1wr. 3/4" 1" EIFS C -1 CAULK Z -BAR FLASHING PREFINISHED TURN TILE UP 2 2ND FL0014 2x WOOD STUD ® 16" O.C. NOTE: SEE STRUCTURAL DETAIL 430/5502 FOR ADDITIONAL INFORMATION 12 - 1 6 METAL TILE ROOF f ON PLYWOOD SHEATHING ouorrr■ ■®■ rerreeeeer�eeerr ■rerrreeerellrerrerrrereal ■■ereereeee111MMEM1110e ■ ■reee ■eeeererreeeeceeee •■ee ■errs ■er•eaee•eeeee.■ ■e ■eereer■reeerereeeee u ■■ee ee■ ■�ME� ®reeerrees eeee eereceeere■erraereereeere eeereeeeereeeeeeeeeeeeee■ 10111•111111M1111111111111110011111111111111101111111111 ■reererrreer eeseeeeeeere serrr•••••••••••••••••••• ••••••••••••••••••••••••e r•••••••••••••••••••••••• , rereereeeceereeeeeeeeeeee 11111111111111111111•1011111111111111•••••••••• rr•ere•ereeree••••••••••• •••••••••••••r•eerereeree ■rree•ue•rere•••••••••• ereerrreeee•rreeererer••e iiiiiiiiii®isiai ®iisseiii urueueeeueeueueaue iieiriiiirieeeu■cecueee •••••••••■••cerrrreree•e■ ••••••••••••••••••••••••• •e••••••••••••••••••••••e isiiii.iiiioe:iiieiiiiiii •••••••••••••••••eceeece■ ••••••••••••••••••••••••• lec•erre9reeesrel li ■ereeeerrereri Ieleereeireeeamel 1' ilmi il En- ARCHITECTURAL LOUVER BELOW FALSE BALCONY EDGE 0 2ND FLOOR TYP.. 1" EIFS ON 5/8" TYPE X GYP. SHEATHING ON 3 5/8" METAL STUDS. EIFS WINDOW TRIM @3rd & ABOVE 5/8" TYPE X GYP. BDR. ON 3 5/8" 'METAL STUDS ® 16" D.C R13 BATT INSULATION (WINDOW. SILL BEOW CAULKING GUESTROOM WINDOW PLAN DETAIL AT FALSE BALCONY CAULKING USE #16x1 3/4" STAINLESS OR ALUM. SHEET METAL SCREWS THROUGH INSTALLATION FIN INTO GYPBOARD AND STEEL STUD ALUM. RAIL CAP C-3 PAINTED ALUNU. PAINTMIED M RAILS EAVE FLASHING 1x3/16" CONT. STIFFENER PREFINISHED OGEE ALUM. GUTTER WOOD FASCIA E.LF.S W/ REPELLENT EIFS TRIM DRIP' - STOP 1 -1/4" x 1/8" ALUM. BAR BEND TO 9 -1;' ' RADIUS (4" 'O.C) AIR CONDITIONER LOUVER (BELOW WINDOW) EIFS WINDOW TRIM (BEYOND) SEALANT 1 "X1" ALUM. TUBE SUPPO T- PAINTED ® 4' -0" 0,C, C -S, WATER DECK COATING METAL 1FLASHING PREFINISHED C -2 SECTION @ FALSE BALCONY EDGE 3RD FLOOR i mi�liiiiiiiul�1 X111111.. ■ ''-- Illlll�liilllll�l M•111111•111111111111111111111111•11111 1010■_1010101010101010 ■111•11 1111•11111 11111111111111111111•1111111111•10111111111 10••• ■�■ ■■■■10■■a10•• 10101010 1010■ ■ •■■•� ■® •••• 101010 ■1010101010® i muum iiiiii:ia 11) ...................... .......................... NMI 11111111111=181111111111111111111111111111M 4d1.1111111 8' CONCRETE PLANK VERTICAL SLIP CLIP ANGLE BY METAL STUD MANUFR. R13 BATT INSULATION 5/8" EXTERIOR GYPSUM SHEATHING 5/8 TYPE X GYP. BDR. ON 3 -5 8 "x18ga METAL STUD = 1 . - 1" x 1 ",ALUM,'TUBE SUPPORT -PAINTED c -s AIR CONDITIONER SLEEVE GUESTROOM WINDOW 8" CONCRETE PLANK VERTICAL SLIP CLIP ANGLE BY METAL STUD MANUFR. 5/8" GPDW ON 3 -5/8" METAL STUDS R13 BATT INSULATION DETAIL Cap CURVED BALUSTRADE. THIS LINE CURVING WITH TOP • OF ARCH.', SEE ELEVATION 5/A204. 1' -6" 84 5 8" EXT. SHEATHING 0 3 - 5/8 x18ga METAL STUDS 1" E.I.F.S. IFS TRIM NOTE: NO WINDOW 0 SIMILAR CONDITON ALUM CAP PAINTED C -3 1" x 4" EIFS WINDOW TRIM BEYOND GUESTROOM WINDOW 1 1/4" x 1/8" ALUM. BAR BEND TO 9 -1 RADIUS (4" O.C) C - AIR CONDITIONER LOUVER' (BELOW WINDOW) SEALANT METAL.FLASHI PREFINISHED c -1 DIPS WITH WATER REPELLENT DECK COATING COLOR SCHEDULE © " . OT USED AIR CONDITIONER ' SLEEVE 8" CONCRETE PLANK TAPE & MUD JOINT VERTICAL SLIP CLIP ANGLE BY METAL STUD MANUFR. R13 BATT, INSULATION 5/8" TYPE X GYP. SHEATHING ON 3 5 /8'x18ga METAL STUDS ® 16" O.C. 0' 3rd FLOOR (4th FLOOR SIM.) AIR CONDITIONER SLEEVE \ 1 -1/4" x 1/8" ALUM. BAR BEND TO 9 -1/ \ RADIUS (4" O.C.) SEALANT METAL FLASHII (A I. PREFINISHED C -2 PAINTE 1"X1" ALUM. D TUBE SUPPORT - - C -5 0 4'0" O.C. ■ EIFS WITH WATER REPELLANT . 1 DECK COATING 11111 ®11111111 11 11 �I ... ■ ■■ .._ 1 1/2 = 1' -0" NOTE: NO WINDOW 0 SIMILAR CONDITON CD SW 2165 - ROCCOCO BEIGE SW 2282 - KASHMIR SAND C-3 SW-2391 - FALLING WATER (GREEN) C-4 SW- 2391 - FALLING WATER (GREEN) C-5 SW - B/M 980 (BRONZE) C-6 'GERARD' - ROOF TILE SPANISH RED NOTE: FLASHING AT EIFS SHOULD BE PREFINISHED TO MATCH EIFS COLOR 5406 i1F.GSre ARCHITEC GARYD TODD STATE OF WASHINGTON 0 A cc z Z 000 Z W .Z H W Z >< — Q � W I- z C) W Sheet A306 1119 SET Architecture Planning/ Landscape Architecture i.i F C' W Z W X Q w (5 z °' z 5 co 0 i,�' W < N 4148 North 48th Street Phoenix, Arizona 85018 (602)'840- 8'795' FAX (802) 840 -9469 Jobs 97- 3004.01 Date: 4 - 15 - 98 Sheet Description: GUESTWWG WALL SECTION' DETAILS Revision: L Ol cevED AUG 1 3 1999' PERMITCEN EA Shts. MKnminski 4 11 AM A- 306 --1 dwq FALSE BALCONY EDGE 8" L A3 /;4 "t +/- 6 SPACING SLOPE 1" E.I.F.S. BALCONY SEALANT - E.I.F,S. 14/ WATER REPELLENT DECK COATING METAL FLASA:NG PREFINISHED C -2� 5/8" TYPE "X" EXT. GP.BD— ON 3 -5/8" METAL STUDS I 1 '_ 1t ' TIES TRIM C -2 1' STL. TUBE SUPPORT POST - PAINTED C -5 ) ® 4' -0" O.C. lirlirirc.110210202K4EVISKOMIVerritKa ' 111.11111111111111= IFS TRIM AIR 'CONDITIONER -7 W SLEEVE /. �. M R13 BAIT INSULATION 5/8" TYPE "X" EXT. D4 5/8" TYPE "X EXT. GYP. SHEATHING GYP. SHEATHING 5/8" GPDW ON 6" METAL STUD � 3 5/8 METAL FRAMING f1 nf1 R13 BATT INSULATION— DETAIL @ LOWER ARCH / 2ND FLOORLINE 3" = 1' -0 " NOTE: NO WINDOW ®' SIMILAR', CONDITON OPERABLE WINDOW. :: CURVED u:i C-S METAL I BALUSTRADE ■ I ` PAINTED I\ AIR CONDITIONER 11 LOUVER (BELOW WINDOW) 1 " x 1 " MTL. TUBE — SUPPORT - PAINTE c -s 1 SEALANT METAL FLASHING PREFINISHED C — 1l EIFS WITH WATER REPELLENT DECK COATING IMMOMMOIMMOMMIRMOMMUNIMOSE 7 i" x 4" EIFS WINDOW TRIM BEYOND UESTROOM WINDOW FLOOR UN TRIM 1 L 1/2 5/8" TYPE "X" GPDW ON 6" METAL STUDS R13 BATT INSULATION © PLAN DETAIL AT FALSE AIR CONDITIONER LOUVER (BELOW WINDOW) AIR CONDITIONER SLEEVE U 5/8" TYPE "X" GPDW ON 6" METAL STUDS 0 16" O.C. .—WINDOW SILL BEOW R13 BATT INSULATION -CAULKING GUESTROOM WINDOW CAULKING USE #10x1 3/4" STAINLESS OR SHEET METAL SCREWS THROUGH INSULATION FIN INTO GYPBOARD AND STEEL STUD RCHITECTURAL LOUVER EIFS WINDOW TRW 0 1" EIFS ON 5/8" TYPE "X" EXT. GYP. SHEATHING ON 3 5/8" METAL STUDS CURVED PICKETS C -5 INWARD PAINTED STL. RAIL CAP PAINTED c) SECTION @ BALCONY EDGE 3rd & ABOVE FLOORS ONLY EIFS WITH WATER REPELLANT DECK COATING. > o • ∎• ∎ C ∎• C•• •4Po "� �V Q O� � � •� �' `► 2nd FLOOR 4 4311) SEALANT METAL FLASHY PREFINISHED C -2 5/8" TYPE "X EXT, GYP. SHEATHING ON 6" METAL STUDS DETAIL @ STRAIGHT BALUSTRADE AR CONDITON CURVED BALUSTRADE PAINTED 0 SEE DETAIL 2/A306 FOR DIM. 1 "X1" STL. TUBE SUPPORT BOLT TO WALL PAINTED 0 - 5 C 4'0" G.C. NOTF. THE,MANUFACTURER SHALL ISSUE A CERTIRCATE OF INSTALLATION THAT THE SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WIIN. THE MANU FACTURERS SPECIFICATIONS AND I.C.B.O. REPORT. ertqW -() 1(.0 ( CO? OR SCHEDULE C-1 SW 2165 - 'ROCCOCO BEIGE SW 2282 KASHMIR' SAND C-3 SW -2391 - FALLING WATER (GREEN) C -4 SW-2391 - FALLING WATER (GREEN) C-5 SW - B/M 980 (BRONZE) C-6 'GERARD' - ROOF TILE SPANISH RED NOTE: FLASHING AT EIFS SHOULD. BE PREFINISHED TO MATCH EIFS COLOR Revision: Sheet A306.1 11111111P11111111111 ■g, 1111111i lair Architecture/ Planning / Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (802) 840 -9469 Job# 97- 3004,01 Date: 4 -15-98 Sheet Description: GUESIWWG WALL SECTION DETAILS o ff„Rc�„ ,.p i4 406 1 3 1998 pE AM ?C Shts. to MKnminski 4 11 AM A- 306 --1 dwq FALSE BALCONY EDGE 8" L A3 /;4 "t +/- 6 SPACING SLOPE 1" E.I.F.S. BALCONY SEALANT - E.I.F,S. 14/ WATER REPELLENT DECK COATING METAL FLASA:NG PREFINISHED C -2� 5/8" TYPE "X" EXT. GP.BD— ON 3 -5/8" METAL STUDS I 1 '_ 1t ' TIES TRIM C -2 1' STL. TUBE SUPPORT POST - PAINTED C -5 ) ® 4' -0" O.C. lirlirirc.110210202K4EVISKOMIVerritKa ' 111.11111111111111= IFS TRIM AIR 'CONDITIONER -7 W SLEEVE /. �. M R13 BAIT INSULATION 5/8" TYPE "X" EXT. D4 5/8" TYPE "X EXT. GYP. SHEATHING GYP. SHEATHING 5/8" GPDW ON 6" METAL STUD � 3 5/8 METAL FRAMING f1 nf1 R13 BATT INSULATION— DETAIL @ LOWER ARCH / 2ND FLOORLINE 3" = 1' -0 " NOTE: NO WINDOW ®' SIMILAR', CONDITON OPERABLE WINDOW. :: CURVED u:i C-S METAL I BALUSTRADE ■ I ` PAINTED I\ AIR CONDITIONER 11 LOUVER (BELOW WINDOW) 1 " x 1 " MTL. TUBE — SUPPORT - PAINTE c -s 1 SEALANT METAL FLASHING PREFINISHED C — 1l EIFS WITH WATER REPELLENT DECK COATING IMMOMMOIMMOMMIRMOMMUNIMOSE 7 i" x 4" EIFS WINDOW TRIM BEYOND UESTROOM WINDOW FLOOR UN TRIM 1 L 1/2 5/8" TYPE "X" GPDW ON 6" METAL STUDS R13 BATT INSULATION © PLAN DETAIL AT FALSE AIR CONDITIONER LOUVER (BELOW WINDOW) AIR CONDITIONER SLEEVE U 5/8" TYPE "X" GPDW ON 6" METAL STUDS 0 16" O.C. .—WINDOW SILL BEOW R13 BATT INSULATION -CAULKING GUESTROOM WINDOW CAULKING USE #10x1 3/4" STAINLESS OR SHEET METAL SCREWS THROUGH INSULATION FIN INTO GYPBOARD AND STEEL STUD RCHITECTURAL LOUVER EIFS WINDOW TRW 0 1" EIFS ON 5/8" TYPE "X" EXT. GYP. SHEATHING ON 3 5/8" METAL STUDS CURVED PICKETS C -5 INWARD PAINTED STL. RAIL CAP PAINTED c) SECTION @ BALCONY EDGE 3rd & ABOVE FLOORS ONLY EIFS WITH WATER REPELLANT DECK COATING. > o • ∎• ∎ C ∎• C•• •4Po "� �V Q O� � � •� �' `► 2nd FLOOR 4 4311) SEALANT METAL FLASHY PREFINISHED C -2 5/8" TYPE "X EXT, GYP. SHEATHING ON 6" METAL STUDS DETAIL @ STRAIGHT BALUSTRADE AR CONDITON CURVED BALUSTRADE PAINTED 0 SEE DETAIL 2/A306 FOR DIM. 1 "X1" STL. TUBE SUPPORT BOLT TO WALL PAINTED 0 - 5 C 4'0" G.C. NOTF. THE,MANUFACTURER SHALL ISSUE A CERTIRCATE OF INSTALLATION THAT THE SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WIIN. THE MANU FACTURERS SPECIFICATIONS AND I.C.B.O. REPORT. ertqW -() 1(.0 ( CO? OR SCHEDULE C-1 SW 2165 - 'ROCCOCO BEIGE SW 2282 KASHMIR' SAND C-3 SW -2391 - FALLING WATER (GREEN) C -4 SW-2391 - FALLING WATER (GREEN) C-5 SW - B/M 980 (BRONZE) C-6 'GERARD' - ROOF TILE SPANISH RED NOTE: FLASHING AT EIFS SHOULD. BE PREFINISHED TO MATCH EIFS COLOR Revision: Sheet A306.1 11111111P11111111111 ■g, 1111111i lair Architecture/ Planning / Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (802) 840 -9469 Job# 97- 3004,01 Date: 4 -15-98 Sheet Description: GUESIWWG WALL SECTION DETAILS o ff„Rc�„ ,.p i4 406 1 3 1998 pE AM ?C Shts. GRID LINE CAULKING COMPOUND METAL J -TRIM 0 GPDW TERMINATIONS. 5//8 TYPE DM E. BDR. ON3 5/8" GYP ETAL STUD R13 BATT INSULATION A/C UNIT METAL SLEEVE SUBBASE BY• GENERAL CONTRACTOR 1\ ' KRele 8" CONCRETE PLANK TAPE & MUD JOINT 3/ 4" 1 1/2" 5/7/1998 .14.47: 9 A - 307.dwq 1" EIFS ON 5/8" TYPE X GYP. SHEATHING EFS OVER EPS SHAPE OF_BULL NOSE _ WITH WINDOW MUNTIN TO ALIGN SEE ELEVATIONS FACE OF EXTERIOR EIFS WALL TRIM @ TOP FLOOR - 1'-0" METAL TRIM A.C. LOUVERS (16 "x60 ") RE: MECH. SPECS. GENERAL N CONTRACTOR TO COORDINATE WIDTH W/ MECH. SUPPLIER a 3/4" 1" E.I.F.S. ON 0/8" TYPE X SHEATHING ON 3 5/8" METAL STUDS 0 16" O.C. R13 BATT INSULATION HORIZONTAL TRIM @ ALL FLOORS 3RD. AND ABOVE SEALANT MNDOW JAMB TRIM (BEYOND) TERMINATES B HORIZONTAL TRIM METAL FLASHING, ,PREFINISHED C-2 FS HORIZONTAL TRIM xt 0 FLOOR LINE 3rd FLOOR & UNDUE INTERMEDIATE FLDORS CONT. AIR. CONDITIONER LOUVER... VENT C -1. GENERAL CONTRACTOR TO COORDINATE INSTALLATION W/ SUPPLIER EIFS WINDOW TRIM BEYOND - SEE 1/A307 SEALANT METAL FLASHING PREFINISHED C -2 EFS OVER EPS SHAPE PAINTED C -2 0!LOUVER ,SILL - ONLY 1st FLOOR WOOD TRUSS EXTEND EXTERIOR WALL TO UNDERSIDE OF ROOF SHEATHING. R30 BLOWN -IN INSULATION - , V rr (2) LAYERS 5/B" FIRECODE TYPE 'SCX' GYP. BD. STEEL BEAM SEE STRUCT. DWGS. 2 -HOUR RATED SPRAYED ON FIRE PROOFING. SIM. DETAIL R/A438.2 5/8" TYPE 'X' GYP. BOARD 1 -HOUR ASSEMBLY CAULKING COMPOUND METAL J -TRIM ® GPDW TERMINATIONS SHIM, W/ SEALANT AND BACKUP ROD CONTINUOUS MASONRY SHEAR WALL BEYOND, SEE'. TYPICAL UNIT 'PLAN FOR LOCATION' GUESTROOM WINDOW WOOD SHIM. SEALANT AND BACKUP ROD - CONTINUOUS CONTINUOUS WINDOW MOUNTING FIN SET IN FULL BED OF SEALANT EFS OVER EPS SILL SHAPE PAINTED O ON 5/8 TYPE X GYP. SHEATHING AIR CONDITIONER SLEEVE SUBBASE. BY GENERAL CONTRACTOR METAL 'TILE' ROOF #30 BLDG. FELT PLYWOOD SHEATHING 2 "x2" WOOD BATTENS CONT. SOFFIT VENT 5/8" TYPE "X" EXTERIOR GYP. SHEATHING 1" E.I.F.S. OVER 5/8" TYPE "X" EXTERIOR GYP. SHEATHING CONTINUOUS WINDOW MOUNTING FIN SET IN FULL BED OF SEALANT 1" X 4" EPS WINDOW TRIM TYPICAL OVER 1" EIFS TYPICAL WINDOW TRIM BEYOND - SEE DETAIL 1/A307O C -2 GUESTROOM WINDOW n GUESTROOM WING EAVE 1 1/2" = 1' -0 ";' NOTE: NO WINDOW ® SIMILAR CONDITION WATERPROOF SKIM COAT EXTENDED 2 BELOW GRADE ©DETAIL @ GUESTROOM SILL EAVE FLASHING E OGEE TYPE MTL. GUTTER (PRE- FINISHED PROVIDE SLEEVE THROUGH E.I.F.S. TO FASTEN GUTTER E.I.F.S. FASCIA PAINTED 35' N 1 2" T.O. STEEL CAULKING COMPOUND METAL J -TRIM' ® GROW TERMINATIONS WOOD SHIM SEALANT AND BACKUP ROD CONTINUOUS WRAP REINFORCING FABRIC 2" MIN. AT UNDERSIDE OF RIGID INSULATION SEALANT PREFINISHED A.C. LOUVER . GRADE GENERAL CONTRACTOR 1 -- r— TO COORDINATE INSTALLATION OF MECH. UNITS. C-1 W 2ND FLOOR. AND ABOVE, 0© 1ST FLOOR & AT PEDIMENTS 5/8" TYPE X GYP. BDR.J --cn 3 5/8" METAL STUDS '' EIFS ON EPS SHAPE C -2 WINDOW TRIM R13 BATT INSULATION 1" EIFS ON 5/8" TYPE X GYP. SHEATHING CONTINUOUS WINDOW MOUNTING FIN SET IN FULL BED OF SEALANT EFS ON EPS SHAPE BEYOND GUESTROOM WINDOW ALUMINUM WINDOW EFS ON EPS !, TRIM SHAPES - PAINTED EFS BEHIND !A/C GRILL LINE OF A/C UNIT DETAIL ELEVATION C GUEST CD, WING WINDOW / A.C. LOUVERS 1 1/2" = 1, -0" CAULKING TRIM COMPOUND METAL J - GPDW TERMINATIONS WOOD SHIM SEALANT AND BACKU ROD - CONTINUOUS GUESTROOM WINDOW - E.I.F.S. OVER EPS SHAPED SILL (BELOW) CONTINUOUS WINDOW MOUNTING FIN SET IN FULL BED OF SEALANT A/C SLEEVE CONTINUOUS LOUVER MOUNTING FIN SET IN FULL BED OF SEALANT FS A/C GRILL ..0U— (5 -0 " WIDE) SEALANT AND BACK -UP ROD mol# 0 k kir k RE: DETAIL '3' FOR ADDITIONAL DIMENSIONS OF WINDOW TRIM JAMB DETAIL JAMB / HEAD DETAIL 3" = 1 -0" 5/8" GPDW ON 3 5/8" METAL STUDS R13 BATT INSULATION 5/B" FS EAT. GYP. SHEATHING 1 EI FACE OF EIFS / EXTERIOR WALL EFS ON EPS SHAPE C -2 JAMB STUD FOR WINDOW ABOVE — 5/8" TYPE X GYP. BOR. ON 3 5/8 METAL STUDS R13 BATT, INSULATION 5/8" TYPE X GYP. SHEATHING 1" EIFS FACE OF EIFS / EXTERIOR WALL EFS ON EPS SHAPE PLAN SECTION AT LOUVER la 3.. 1' -0 EFS OVER EPS TRIM SHAPE PAINTED C -2 ALUMINUM WINDOW COLOR SCHEDULE C-1 SW 2165 - ROCCOCO BEIGE. CD SW 2282 - KASHMIR SAND C-3 SW -2391 - FALLING WATER (GREEN) C-4 SW -2391 - FALLING WATER (GREEN) C-5 SW - B/M 980 (BRONZE) C-6 'GERARD'. - ROOF TILE SPANISH RED NOTE: FLASHING AT EIFS SHOULD BE PREFINISHED TO MATCH EIFS COLOR Q 0 cc z z 00 Z 2 Q J Z r te ^ z w > ` z U W CC z ! w z W � 1 co Vi c„ I Q — • U 5 co • n ' 0 • r W Q h et' VJ Revision: A A Q A A Sheet A307 Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (602) 840-2 89 Job// 97- 3004.01 Date: 4 -15-98 Sheet Description: GUESTWING WALL SECTION DETAILS of Fi CITY AOC 13 1 ,998 P AntC 8" CONCRETE PLANK & MUD JOINT R13 BATT INSULATION POURED IN PLACE CONCRETE SLAB 1 1/2" =, DETAIL @ HORIZONTAL TRIM /BASE @ 1st FLOOR FACE OF EXTERIOR EIFS WALL 5/8" TYPE XGYP. SHEATHING ON 3 5/8" METAL STUDS FACE OF EIFS WALL R13 BATT INSULATION 1st FLOOR SILL @ A.C. LOUVER 2nd FLOOR/BELTCOURSE GRADE AIR CONDITIONER LOUVER VENT RE MECH. SPECS. WNDOW JAMB TRIM (BEYOND) 0 METAL FLASHING PREFINISHED EIFS BELTCOURSE TRIM 10' -O" FLOOR 1" E.I.F.S ON 5/8 TYPE X GYP. SHEATHING ON 3 5/8" 18ga METAL STUDS 0 16' AIR CONDITIONER SLEEVE — SUBBASE BY GENERAL CONTRACTOR VERITCAL SLIP CLIP ANGLE N.Y METAL $TUD MANUFRI 8" CONCRETE PLANK TAPE & MUD JOINT HORIZONTAL TRIM @ A.C.LOUVER @ INTERMEDIATE FLOORS 3 D 3 5/8 "x18ga METAL STUD 0 16" 0.C. VERITCAL SLIP d, CLIP ANGLE BY METAL STUD MANUFR. 0 DETAIL @ 3rd FLOOR & ABOVE INTERMEDIATE FLOORS 1- 1/2"'= 1•-0" SEALANT MESH TO : WRAP. UNDER /BEHIND INSULATION PEDIMENT I BASE tio 1" EIFS 3/4„ X 2 „ HORIZONTAL TRIM 3/4 FACE OF EXT. WALL TYP. —LA 3/4" X 2" HORIZONTAL TRIM R13 BATT INSULATION d. 3/4" TRIM / BASE 0 1st FLOOR RE: DETAIL 5 A308 FOR DIM. 5/B" TYP X HEATHING ON 3 5/8" METAL GYP S STUDS 0 -0" \ \ 1 st FLOOR. • 3/4" 8" CONCRETE PLANK TAPE & MUD JOINT 3" = 1, -0" '.. NOTE: DETAIL AT NON - WINDOW'. LOCATIONS 1" E.I.F.S. ON 5/8" TYPE X GYP. SHEATHING C_1 ON 3 5/8" METAL STUDS 0 16" O.C. RI3 BATT INSULATION 3/4" WINDOW TRIM BEYOND U AIR CONDITIONER LOUVER VENT RE: MECH. SPECS. SEALANT METAL FLASHING, PREFINISHED C -2 EIFS HORIZONTAL TRIM 0 0 FLOOR LINE 3rd FLOOR & ABOVE 1 -` INTERMEDIATE FLOORS 3 5 /8 "x20ga TRACK ATTACHED W/ 1/2" 0 BOLTS 0 4' -0" O.C. SEE STRUCTURAL R13 BATT INSULATION 1" EIFS 0 » - ;EIFS BELT COURSE - 3/4" J M � HORIZONTAL TRIM @ INTERMEDIATE FLOORS FACE OF EXTERIOR EIFS WALL 1" THICK - TYP. 5/8" TYPE X GYP. SHEATHING ON 3 5 /8 "x18ga METAL STUDS 016' S.C. R13 BATT INSULATION POURED IN PLACE CONCRETE SLAB 4" CONCRETE PAD E.I.F.S. BUILT UP 0 PEDIMENT 2.. BEYOND IN FLOOR 4" CONCRETE HOUSEKEEPING PAD - SLOPE TOP AWAY FROM BUILDING. DECORATIVE BANDING //'�'\ @ 1. s t FLOOR VERITCAL SLIP CLIP ANGLE BY METAL STUD MANUFR. TAPE & MUD JOINT SECTION @ MAIN BELT COURSE @ 2nd FLOOR 3" = 1' -0" R13 BATT INSULATION 1" EIFS EIFS BELT COURSE 3/4" /2" FACE OF EXTERIOR EIFS WALL 1" THICK - TYP. 5/8" TYPE X GYP. SHEATHING ON 3 5/8 "x1894 METAL STUDS 0 16" 0.0 dck c&FO i 10' -0" 2nd FLOOR COLOR SCHEDULE C-1 SW 2165 - ROCCOCO BEIGE SW 2202 - KASHMIR SAND C-3 SW -2391 - FAWNG WATER (GREEN) C-4 SW -2391 - FALLING WATER (GREEN) CD SW - B/M 980 (BRONZE) C-6 'GERARD' ROOF TILE SPANISH RED NOTE: FLASHING AT EIFS SHOULD, BE PREFINISHED. TO MATCH EIFS COLOR a GAR T 000 SIATE OT WASHINGTON E3ID SET ■� �I i• miumPiie . €! :till MAI Architecture/ Planning/ Landscape Architecture 4148 North' 48th Street Phoenix{ Arizona 84018 (602) 840 - 2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: GUESTWING WALL SECTION DETAILS Revision: A A A 0 Sheet A308 F E' 1 MTrO E Shts. c QF "vI0 1 3 '398.. ®PL NOT USED PLAN E.I.F.S. ON 5/8" 'E X GYP. SHEATHING ■/8" METAL STUDS.. MKominski 4/9/98 9:10 AM A - 309.d ci " RIGID INSUL. FACE OF GYP. SHEATHING • OR FACE OF CMU • BACKER ROD SEALANT EXTERIOR FINISH SYSTEM ON INSUL. BD. MIN CONTINUE REINF. FABRIC INTO RECESS AND WRAP BEHIND EDGE OF INSUL. BD. USE AT BUILDING EXPANSION JOINTS. EIFS EXP. JOINT DETAIL SEALANT SLOPED SILL EXTERIOR FACE OF EIFS 4 %6" PREFINISHED ALUMINUM DOWNSPOUT TO INTERUPT. DECORATIVE BANDING E.F.S. BEHIND D.S. E.I.F.S. TRIM DETAIL ® DOWNSPOUT 7-5/8" TYP X WOOD SHIM CAULK SECTION @ LOUVER PREFINISHED. ALUMINUM C -2 MECHANICAL LOUVERS SEE ME'HANICAL SCHEDULE C 0" DIA. FACE OF LOUVER EXPOSURE 1' -8" DIA. AT SIMILAR C -2 DETAIL @ LOUVERED VENT GABLE FEATURE, ELEVATOR & LAUNDRY CHUTE VENTS ,.3/4^ 1= 1' -0 "'. EFS ON EPS SHAPE 2x WOOD FRAMING ALIGN WITH LOWER TR M -RE: DETAIL 4/A309 WOOD SHIM SEALANT AND BACK UP ROD CONTINUOUS DETAIL @ HEAD 1 1/2 ". = 1' -0" SEALANT AND BACK UP ROD - CONTINUOUS WOOD SHIM EFS ON EPS SHAPE 2x WOOD FRAMING DETAIL @ SILL O LOWER PORTION 4 1 1/2" = 1' -0" METAL STUD FRAMING ® SIM. 1" EIFS ON 5/8" TYPE X GYP. SHEATHING ON 2x WOOD FRAMING METAL STUD FRAMING 0 SIM. 1" EIFS ON 5/8" TYPE X GYP. SHEATHING ON 2x WOOD FRAMING WOOD OUTRIGGER it r 10" 1" 1" 1" GABLE TRIM - @I ROOFLINE ! "PARAPET CAP" METAL TILE ROOFING OVER 2'X2" WOOD BATTENS PLYWOOD SHEATHING METAL BARREL RIDGE TILE 2x10 WOOD FASCIA - PAINTED E.P.S. C -2 3 5/8" MTL. STUD y sq -01 COLOR SCHEDULE C -1 SW 2165 - ROCCOCO BEIGE SW 2282 - KASHMIR SAND C-3 'SW -2391 - FALLING WATER (GREEN) C2 SW- 2391 - FALLING WATER (GREEN) C-5 SW - B/M 980 (BRONZE) C-6 'GERARD'..- ROOF TILE SPANISH RED NOTE: FLASHING AT EIFS SHOULD BE PREFINISHED TO MATCH EIFS COLOR Q 0 CC • Z z V O� _Z W Q Z > 0 z4 Q W Z 0 W Revision: A A Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (802) 840 -2795 FAX (602) 890 -9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet A309 Sheet Description: GUESTWINQ WALL SECTION DETAILS III 11111111P11.111111 ■4 X11® 1'I :i CO ;Ili i of QRVOen AUG 1 331V1T9998 KR414 , 1/ 1 11nH 1,5 2" ELEVATOR DOOR FRAME ELEVATOR VESTIBULE 11001 MAG. CLOSER AO ELECTRICAL ,OUTLET BOX HEIGHT = DOOR HEIGHT MINUS 2/" ELEVATOR VESTIBUL E 4 „ MAX TYPICAL ® ALL FLOORS 5 3/8" 3 1/2 5 3/8" I L 1 3rX FRAME TOTAL DOOR DETAIL ® ELEVATOR NORMAL DOOR WIDTH MINUS 4 O TOTAL DOOR DETAIL ® ELEVATOR #2 ® ALL FLOORS SCALE 1 , /2" - ,.SCALE 1 1/2" - 1 -0" M ELEVATOR MAG. CLOSER 1504 AO ELECTRICAL OUTLET 81)X HEIGHT = DOOR HEIGHT MINUS 258 PLAN VIEW SCALE 1/4" VINYL ALL COVERING TO MATCH CORRIDOR VINYL ON DOOR FACE ELEVATOR DOOR FRAME TOTAL DOOR FRAME FACE OF WALL BEYOND POCKET STANDARD SINGLE OR DOUBLE RABBETED FRAME. /I OR CASED WITH APPLIED STOP. HEAD SECTION SCALE. 1 1/2" - 1' -0" FURRED WALL (5 -3 /8") ELEVATION SCALE 1/� 1' -0' © VERTICAL ION SCALE 1 -1/2" — 1 SINGLE POCKETED DOOR ELEVATOR SHAFT PROTECTION 160' SWING M-3.3 PULL 'ac M -34 FLUSH OPERATING PLATE 1 1/2 HR. LAKE NQTE: ALL TOTAL DOOR SYSTEMS HINGE SEMI CONCEALED CONTINUOUS, NO PROJECTING KNUCKLES, CATADZED POLYURETHANE FINISH 1000 CONTINUOUS. FULL HEIGHT. LOCKIN0(SEVEN FOOT DOOR HAS- Cj CATADZED POLY URETHANE FINISH 1RIM: FLUSH OPERATING PUSH PLATE IN CATADZED POLYURETHANE FINIS STANDARD DOORSIPOLYURETHANE FOAMCORE, 5 -1/2" SOLID PINE TOP 8TOM RAILS, 16 AU GE ETRO— GALVANIED FE AN D 15708 58105. 16 G OR GAUGE LEC ELECTRO— GA D BOND— ERIZEO STRETCHER LEVEL CONTINUOUSLY BONDED STEEL SKINS.,FINISM,'CATAL12E0 POLY URETHANE AC(:F_$S0RIEC_ CLOSURE: STANDARD FOR POCKETED APPUCASONS 15 LCN ST2701. NOUNT CLOSURE TO WALL. FOOT TO DOOR BODY. MAGNETIC HOLDER: UL LISTED 150480. 120V AC. UM KITS: 16 GAUGE ELECTRO — GALVANIZED STEEL. CATALZED POLYURETHANE FINISH, 1/16" PROJECTION KICK PLATES: HEIGHT TO 15" BRASS BONDED TO DOOR FACE WITH WRAP— AROUNDIEDGES, NO SCREWS. CASKETING: FOR SOUND. SMOKE AND WEATHER SEAL. FLOOR SWEEP: THERMAL BRUSH. ADJUSTABLE, MAGNETIC HOLDER C IN POCKET R FH ERATING P058 LUS P W FLOOO N S A Job# 97- 300401 Date: 4- 15-98 Sheet Description; ELEVATOR FIRE DOOR AND DETALS Revision; A 0 Q 0 CC Z Z 0 0 Z W z z > to Q � L w� r z U w Architecture Planning/ Landscape' Architecture 4148 North 48th Street Phoenix. Arizona 85018 (602) 840-2795 FAX (602) 840 -9469 Sheet A310 L / W WIC cc z z w e r � �z Ewa T rr4^ VJ of AUG i 3 1998 A 1J 11�A7.. MAG. CLOSER 1504 AQ ELECTRICAL OUTLET EOX HEIGHT = DOOR HEIGHT MINUS 21/2" ELEVATOR < VESTIBULE 2001 3 /8• DOOR SIZE 4' -6" X 7 ' -0 " NOTE: DOOR TO BE 3 -HR RATED OPENING. VINYL WALL COVERING �_ BEHIND DOOR W/ � CARPET BASE- SEE 'i FINISHED' SCHEDULE j ,„ CORRIDOR L200 u II O TOTAL 'DOOR ® AREA SEPARATION WALL SECOND & THIRD FLOORS IiT111AO 3' -1 1/2" MASONRY TO STUD ELEVATOR VESTIBULE 100 4' DOOR SIZE 2' -2" X 7' -0" THIS SIDE �\ CORRIDOR 28 \ \ L 100 ID00R SIZE 3 -0" X 7' -O" THIS SIDE FOR HANDICAPPED ACCESSIBILITY ' -11 3/8" / vi DOOR FRAME TB FURRED GYP. •BD, FRAME TO FINISH, /VINYL WALL COVERING BEHIND DOOR W/ CARPET BASE- SEE FINISHED SCHEDULE NOTE; DOOR TO BE 3THR RATED OPENING. TOTAL DOOR ® AREA SEPARATION WALL FIRST FLOOR KEY NOTE SCHEDULE O MAG. CLOSER 1504 -AS ELECTRICAL OUTLET BOX (HEIGHT = DOOR HEIGHT MINUS 2 1/2 ") (TYPICAL BOTH DOORS). O PANIC HARDWARE O 4 HOUR WALL (SEE DETAIL S/A438.2) O4 2 1/2" METAL STUD WALL O FINISH DOOR W/ MATCHING WALL FINISH. GENERAL NOTE MANUFACTURER: OPENINGS SYSTEM: TOTAL DOORS ADDRESS: 40 WEST HOWARD STREET PONTIAC, MICHIGAN 48058 810- 335 -7380 810- 335 -6868 FAX COLOR SCHEDULE C -1 SW 2165 - ROCCOCO BEIGE C-2 SW 2282 - KASHMIR SAND C-3 SW 2391 - FALLING WATER (GREEN) C SW 2391 - FALLING WATER (GREEN) C -5 SW - B/M 980 (BRONZE) C-6 'GERARD' - ROOF TILE SPANISH RED , d A 0 4 0 cc z Q Z 00 W Z -tt W W' 5 'a 0 <J J � cc D WI 1— Z U Z Sh A310.1 �uu•a 111111 AL �■ :'i :i i � r � •41w1 ;01 Architecture/ Planning /. Landscape Architecture 4148 North 48th Street Phoenix. Arizona 85018' FAX (602) 840-2 Job# 97- 300401 Date: 4 - 15 - 98 Sheet Description: FIRE DOORS AT AREA SEPARATION WALL Revision: of • on REc gowi AAUGG 3 1998 gra I . PARTITION LEGEND DETAL I -HR. GYP.BO. & METAL 0438.1 0/A438.1 STUD PARTITION. NON- COMBUSTIBLE 0 GUESTRM DEMISING & CORRIDOR WALL 1 HR GpOw PARTITION C/A438.1 - ^--' -- 2 HR GpDw PARTITION B/A438.1 2 HR. SHAFT WALL H/A438.1 ,.UUOA 1 HR CMU WALL F/A438.I ... 2 HR CMU WALL G/A438.1 <C>,____ INDICATES WALL TYPE REFER TO SHEET A -438.1 NOTE: STUD PARTITIONS TO BE CONSTRUCTED CONTINUOUS TO UNDERSIDE OF FLOOR ABOVE STUD PARTITION DIMENSIONS BEGIN OR END AT EITHER THE FACE OF STUD, REFERENCE LINE, OR FACE OF STRUCTURE. (U.N.O.) PANTRY g OF COL. FOUNTAIN `V CAST STONE b FOUNTAIN - 1 SEE SHT. A708 16' -5" (NESS FICE 11 -6' CORRIIO' At ABOVE 13' -9" REGIST. DESK ILl05I 153 I TELE IL1 SRI / . i / \ J. / \ / / \ SURFACE MOUN1$e - PEDIMAT - SEE EET ID109 O @�7►V \ RECESSES �DDIMAT ® ` \\ \ PEE \ SEE SHEE �ID1�9 ` \\ \\ ,\ � U -- = CI MI MEETING ROOM 32 IL116I CART STORAGE, IL1 SURFACE MOUNTED PEDIMAT - SEE SHEET 10109 / / ECH. SHAFT ABOVE. 14' -10" 8' - 8 I. 5,_8„ 14' - 10' -10" 1, 26 . x0 .. 20' -2" PUBLIC PHONES IL115I 9' -64" 2 -9 MEETING RM. STORAGE PROJECTION SCREEN 31' -0" \ F.O.M. F.O.M. KRele C r ) 5/1/1999 9:12 35 A -401. dwq 16 — A " 15' -9" 15' -5" 12' -4" F.O.M. CO F.O.M. SEE LANDSCAPE DRAWINGS FOR OURTYARD AND WALL DESIGN 0 FLOOR PLAN KEY NOTES N-1 STANDPIPE ( 2 10H FIRE EXTINGUISN CABIN � SEE DETAILS 13,14 HER A4I31 CA F.E. I. MAX, TRAVEL DISTAN E FROM MOST REMOTE PART OF GUESTROOM 75 FT. N -3 i0 FIRE EXTINGUISHER MOUNTED ON WAL SEE DETAIL 14/A431, F.E. II MAX. TRAVEL DISTANCE FROM MOST REMOTE PART OF GUESTROOM 75 FT. ED- KNOX BOX N LAUNDRY CHUTE SEE DETAIL 11 /A431 €D- 1 -HR RATED ACCESS HATCH TO OI ATTIC SPAqCE. SEE DETAIL 7 A LSO SEE L. I /0406 SIM. FOR A CCESS LADDER DETAIL Co- FLOOR DRAIN - SEE DETAIL 8/A431 N-8 6" STUD WALL 0- ELECTRONIC CARD READER FOR HOTEL GUEST NIGHT ACCESS. 48" H. MAX. I- RECESSED TV GENERAL NOTES i. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF C.M.U., U.N.O 2. IN ALL CASES, THE 5'7 CORRIDOR DIMENSION. IS TO FACE OF STUD AND FACE OF CMU. WALLS PARALLEL TO CORRIDOR. CMU WALLS PERPENDICULAR TO CORRIDOR ARE I 5'8" FACE TO FACE. SEE DETAIL 4/A438.. 3. EXTERIOR METAL STUDS SHALL BE 18 OR 20 CA. MIN. 3 5/8" OR 6 25 GA. 3 -5/8 "0 INTERIOR U.N.ON.0 wSEE GENERAL STRUCTURAL. NOTES SHEET .S 001. 4. EXTEND 'ALL RATED STUD, WALLS FROM FLOOR TO UNDERSIDE OF OF FLOOR OR CEILING ABOVE. 5. ALL CMU AUL /CONC WALLS EXPOSED TO GUEST VIEW TO RECEIVE 5/8" CpDVI ON FURRINGS PRIOR TO FINISH, U.N.O. 6. PRONDE FIRESTOING TIGHTLY PACKED AROUND ALL RATE WALL AND FLOOR PENETRATIONS. 7. FOR EXPANDED 3/16" LOBBY FLOOR PLAN, SEE. A40IA. 8. FOR STAIRS '& ELEVATOR, SEE A405 & A406. 9, FOR WINDOW DETAILS AND ELEVATORS, SEE SHEET A504. 10. FOR TOILET SHAFTS AT QUEST ROOMS, SEE SHEET A438 11. SLOPE ALL SIDEWALKS AWAY, FROM BUILDING T/8" PER FOOT BEGINNING AT FACE OF CONCRETE RIOR FINISH (LIGHT BROOM FINIS O N CON WALK. (O.N.O.) 12. SEE 10101 & 10102 FOR ROOM FINISHES & COLOR SELECTIONS. 13. LOW -LEVEL EXIT SIGNS ARE TO BE LOCATED ® EXIT SIGNS & ON OR ADJACENT TO EXIT DOORS. 14. NO COMBUIBLE MTERIALS E USED IN CONSTRUCTION OF A GUESTROOM TO B TOWER. 15. ALL GUEST WING WINDOWS ARE TYPE "P" ONLEOO NOTED, OTHERWISE. II I NAOLLTE ARE TO BE CONCEALED WITHIN WALLS . CONNECTION TO STORM WATER PIPING TO OCCUR BELOW' GRADE, , trYl () I to LOBBY PLAN o . SCALE: 3 /16 1' - 0" 0 A A A A Imumniumi E .• .1■ /_Ltd •11101 I . Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (6 (80 ) Jo b# 97- 300401 Date: 4 -15-98 Sheet Description: ENLARGED LOBBY FIRST FLOOR PLAN Revision: Sheet A401 of e6 AUG ) 3 1998 P ERK Shts. ALIGN MKominski STEEL COLUMN W /SPRAY FIREPROOFING'' SEE STRUCTURAL. METAL STUD W /CLIP ANGLE FASTENED TO FLOOR AUGN 5/8" GPDW ON 2-1/2" MTL. STUDS ® 16" 0.C. SCALE: 1" = 1' -0" 4/9/9F 10 18 AM 12" DIAMETER 1, 3 I /4" DIA. 1 GFRG TAPERED COLUMN SCALE:. 1" = 1' -0" PRE- FABRICATED GLASS FIBER REINFORCED GFRG /STRUCTURAL COLUMN DETAIL SCALE: 1" = 1' -0" BULKHEAD ABOVE COLUMN DETAIL A -.40? dw0 GLASS -FIBER REINFORCED GYPSUM COLUMN AS MANUFACURED BY PLASTERFORM (905) 608 -2297 FAX: (905)608 -8250 (800) 268 -4534 MODEL #PF -241 PT -1 WF -1 AT CONDITIONS WHERE BASE ABUTS COLUMN BASE. CARVE WOOD BASE TO CONFORM TO COLUMN BASE SHAPE. CAULK JOINTS TO MATCH PAINT PT -1 GYPSUM COLUMN MODEL #PF -241 AS MANUFACTURED BY PLASTERFORM 6 F.0.M PENETRATE THROUGH EXTERIOR WALL AND PROJECT MIN. 3" FROM CONDENSATE LINES OUTSIDE FACE. CAULK INSIDE AND OUT. CONCRETE DECK ALIGN .0. 1/2 "0 CLEAR POLY CONDENSATE DRAIN LINE. FOR SIGN (MOUNT 0 MIN. 1/4" /FOOT). 'a FASTEN TO INSIDE FACE - OF TOWER 8/ CONDUIT CLIPS 0 24" O.C. (DO NOT ALLOW SAGS). TUBE BY SIGN INSTALLER. EliCall1L AI* .0,1 NOTE: DOOR #60 TO BE LOCKED & ■ KEYED FOR MANAGEMENT USE ONLY. ■ I , O '1 Ic O Lai ME 3' -'10" 3' -10" ELECTRONIC CARD READER SECURITY CAMERA VEST. IL101 CART STOR. 11_1021 \ \ \ \ \ \ \ \ \ \ \ \. \\ \ \ REGIST. DESK 1L1071 ILLUMINATED LaOUINTA SIGNAGE N.I.C. (5 -75) F.O.M. OWER PLAN = O 3/8" = V-0" ROOF OVERHANG ABOVE RAILING O SCALE: 3/4" - _1 1HR RATED 6" STUD WALL EC/ CUSTOM SOLID 8" PLANK W/ 1" RECESS FOR SLOPED CONCRETE. TOPPING FINISH W /E.F.S. DRIP EDGE !ATTIC' 1" E.I.F.S. OVER 5/8" EXT. GYP. SHEATHING OVER 6" METAL STUD WALL SCALE: 3/8" = 1' -0" PAINTED FIR DIVIDED LITE FRENCH DOORS RE: DOOR SCHEDULE (DOOR #60) GAL. STL. CAP - PAINTED CLIP ANGLE BEYOND - PAINTED WELD TO RAILING 1 -1/4" x 1/8" GAL, STL. BOWED BAR 0 4" 0.C. 1 "x1" GAL. STL. TUBE POST BEYOND FOR INTERMEDIATE SUPPORT - WELD CURVED BAR TO SUPPORT POST FOR UNIFORM APPEARANCE SLOPED CONCRETE TOPPING 1 "x1" GAL. STL. TUBE BOTTOM RAIL 3RD FLOOR OF TOWER SIGN E0, 8' -11 3/8" (VERIFY ROUGH OPENING W /SIGN MANUFACTURER) 14' -0" TOWER PLAN — UPPER LEVEL DETAIL @ LOBBY TOWER 3RD FLOOR 4TH FLOOR 6 LADDER -SEE DETAIL 8/8406 SIM. 24X36 1HR RATED ACCESS HATCH DETAIL 8/8112 �-r-- ILLUMINATED LaOUINTA SIGNAGE N.I.C. (5 -75) GLASS FIBER REINFORCED GYPSUM COLUMN PLASTER FORM MODEL #PF -241 SCALE: 1" = 1' -0" 0 FASTENED TO )R I.. 4101411 METAL STUD WITH CLIP ANGLE 5/8" GYPSUM BOARD ON 7/8" FURRING CHANNELS / SEALANT --0/000 BASE WHERE OCCURS HALF ROUND DECORATIVE COLUMN DETAIL TYP. m(16 TOWER PLAN 1ST FLOOR O SCALE: 3/8" = 1' -0" ..... .. sH 4 • I � 1141!. 11111 1:102 !11 ®1101040 . !111* s * ! F.O.M. 4. - 6" 5 8" GPDW 06 2 -1 2" METAL STUDS ®i6" .C. 1ST FLOOR ift■V kg IrtE 111111� /IMILVYO ! iammiwomi1� ■77 Y •. HOMMOMN © - SCALE D FLOOR : 3/8" = -0" 2ND FLOOR M 0 Cc Z Z 00 — W Z QZ= z > 9 dmJ CC L W z U Sheet A402 CS r- 4V W co W N c n a z ZZ � Z 5 1 '� O � Architecture! Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (80 ) -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: EXPANDED FLOOR PLAN DETAILS Revision: of UG ( 3 1598 ERMITC NTER Shts. MECHANICAL I140CI HOLD OP DEVICE CART DRYERS 13 ' FUTURE DRYER O LAUNDRY F.O.p. iM ss F.O.M. 1140E1 EVATO VE cI E 1411 LINEN STORAGE HOUSEKEEPING OFFICE 1136A1 13(A703 BREAKROOM LOST . FOUND STORAGE SEE — DETAIL 14/A703 00 0 It* 41 -111 0 trir 346 15 -2 LOCKERS STOR. 13481 VENDING BY OTHERS KRele F \ 0 S LAUNDRY ROOM PLAN O SCALE: 1/4" = 1 -0 EXPANDED PLAN OF VENDING - & FIRE EQUIPMENT ROOM 5 SCALE: 1/4" = 1 -0" 5/1/1998 037:54 A- 403.dwg O ENLARGED RESTROOM PLAN SCALE: 1/4 = 1 -0" 1/4 " =1' -0 ENLARGED PANTRY LAUNDRY EQUIPMENT SPECS. PER MANUF. (SKYLINE EQUIPMENT INC.) FQUIPMFNT RFOUIRFMFNTSL WASHERS - 3 - 50LB WASCOMATS AND 2 - 75LB WASCOMATS BASES - 3 FOR ABOVE WASHERS DRYERS - 1 - 75LB HUEBSCH AND 2 120LB HUEBSCH M.P.E. CONNECTIONS FOR EACH PIECE OF EQUIPMENT FOUIPMFNT RFQSIIREMENTS• WASHERS: 0. DRYERS: 120 /60 /1PH 20 AMP OUTLET LOCATE 6' A.F.F. BEHIND RIGHT REAR CORNER OF DRYER - MAKE S.J. CORD WTH GROUNDED PLUG CONNECTION, LARGEST MOTOR 3/4 HP. WATFR SUPPI WS• WASHERS: 2 - 3/4" COLD BALL VALVES W/ MALE HOSE CONNECTION - SET 5' -6" A.F.F. 2 - 3/4" HOT BALL VALVES W/ MALE HOSE CONNECTION - SET 5' -6" A.F.F. SET VALVES ON WALL BEHIND LEFT REAR. HOT WATER REQUIREMENT - 80 GALLONS PER HR ® 150F VESWASHER. DRAIN RFOIIIREMFNTS• WASHERS: DRAIN TRENCH BELOW FLOOR 1' X 1' -4" X 9' W/ 4" DRAIN IN BOTTOM OF TRENCH. 0 O VFNT RFOIIIRFMFN TS: DRYERS: 8" VENT 8900 CFM PER DRYER TIED -IN TO 20 "0 MANIFOLD AT 45' ANGLE. HOLD MANIFOLD AGAINST CEILING. EXHAUST THROUGH ROOF. 0 GAS RFOUIRFMFNTS' 208/240/60/3PH 20 AMP CIRCUIT LOCATE NON -FUSED DISCONNECT 6' A.F.F. CENTERED BEHIND EACH WASHER - MAKE FLKXIBLE CONNECTION, LARGEST MOTOR 2.7 HP. FRESH AIR TO DRYER PLENUM. 180 50. IN. FRESH AIR PER DRYER. DRYERS: 165,000 BTU - 1/2" GAS CONNECTION 6' -6" A.F.F. CENTERED ON REAR OF DRYER. FOUNDATION REOUIRFMENTS• WASHERS: 12" SLAB THICKNESS IN AREA UNDER WASHERS PLUS 12" PERIMETER OF SAME. SCOPE OF WORK PERFORMED BY SKYLINE EQUIP. INC.: DRYERS: - OWNER WILL SHIP TO SITE. GENERAL CONTRACTOR TO RECEIVE, INSPECT FOR SHIPPING DAMAGE, MOVE INTO LAUNDRY ROOM, UNCRATE, SET AND LEVEL, MAKE ELECTRICAL AND MECHANICAL CONNECTIONS. OWNER WALL INSPECT INSTALLATION. START -UP AND CHECK -OUT EACH DRYER. WASHERS: - OWNER WILL SHIP TO SITE, GENERAL CONTRACTOR TO RECEIVE, INSPECT FOR SHIPPING DAMAGE, MOVE INTO LAUNDRY ROOM. LAY -OUT AND ANCHOR BASE TO CONCRETE SLAB. SET WASHER AND BOLT DOWN TO BASES CONNECT WATER', HOSE TO VALVES ON WALL, CONNECT DRAIN, CONNECT ELECTRIC WITH PIGTAIL LEFT, START -UP AND CHECK -OUT WASHERS. TRAIN LAUNDRY PERSONNEL IN PROPER OPERATION OF EQUIPMENT, HANDLING OF LINEN AND PREVENTATIVE MAINTENANCE. PARTITION LEGEND NON- COMBUSTIBLE GpDw PARTITION, NON RATED 1 HR GpDw PARTITION HR GpOw PARTITION c====2 HR SHAFT WALL DETAIL A,A1/A437 C,0/A437 B/A437 H/A437 1 HR CMU WALL F/A437 2 HR CMU WALL P/A437 NOTE: STUD PARTITIONS TO BE CONS RUCTED CONTINUOUS TO UNDERSIDE OF FLOOR ABOVE. STUD PARTITION DIMENSIONS BEGIN OR END AT EITHER THE FACE OF STUD, REFERENCE UNE, OR FACE OF STRUCTURE. (U.N.O.) GENERAL NOTES 5' -0" MIRROR 0 DISHWASHER 0 ELECTRICAL WATER COOLERS 4 STAINLESS STEEL CORN GUA. BASE TO 48" A.F.F. 1 1/ 2 "x1 1/2" RD FROM TOP OF 5 FLOOR DRAIN -SEE DETAIL 8/A431 6 COMMERCIAL DRYER O COMMERCIAL WASHER WASHER (RESIDENTIAL STYLE) LAUNDRY SINK LAUNDRY TABLE (3'- 6 "x7' -0 ") - SEE 1/A703 0 TRENCH DRAIN 12 DASHED LINE SHOWS THICKENED FLOOR SLAB AT LAUNDRY AREA. SEE STRUCTURAL DRAWINGS FOR DETAILS AND ADDITIONAL NOTES. 13 20" MANIFOLOED EXHAUST 14 GYP BD. BULKHED C DRYERS (CLEAR OPENING IS 13-2 12 /A3OIB 15 EYE WASH FIXTURE W/ WALL BRACKET 3'- 6 "x2' -O" MIRROR. MOUNT BOTTOM ®38" MAX. SODA VENDING MACHINE ICE MACHINE NEWSPAPER VENDING 20 SNACK VENDING 21 30" x 48" WHEELCHAIR ACCESS SPACE @ DRYER (RESIDENTIAL STYLE) ® REFRIG. /MICORWAVE UNIT HANDWASH SINK Cr) ALUMINUM CART 26 WALL - MOUNTED TELEPHONE TOILET ACCESSORIES 0 0 A RECESSED DOUBLE TOILET PAPER HOLDER 6 SURFACE MOUNTED DOUBLE TOILET PAPER HOLDER O GRAB BAR -• 36" GRAB BAR - 42" SOAP DISPENSER - COUNTER TOP SOAP DISPENSER - SUPFACE MOUNT O NAPKIN DISPOSAL - SURFACE MOUNT D U NAPKIN DISPENSER - RECESSED OR PART. MOUNTED M PAPER TOWEL DISPENSER /DISPOSAL - 67" A.F.F TO TOP MOP STRIP FLOOR PLAN KEY NOTES N-1 STANDPIPE _ 10N FIRE EXTINGUISHER IN CABINET SEE DETAILS 13,14/6431, F.E. I. � - l0 / FIRE INGUISHER MOTE ON WALL, SEE EXT DETAIL 14/UNA43D 1, F.E. II (0).- NOT USED SEMI - RECESSED WALL HEATER ACCESS H TCH TO AT SPACE. EE 6 �- DETAIL 7 A112. ALSO S EE DTL. 1 640 SIM. F ACCESS L D TAIL (0 - FLOOR DRAIN - SEE DETAIL 7,8/6431 6" STUD WALL el-- ELECTRONIC CARD READER FOR HOTEL GUEST NIGHT ACCESS, 48" H. MAX.. 1/4" A.F.F. TO BOTTOM SCALE: 1/4 v� (AO k) ENLARGED GUEST LAUNDRY & VENDING Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (802) 840 -2795 FAX (802) 840 -9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: EXPANDED FLOOR PLAN DETAILS Revision: A A 0 0 cc z 0 0 z Z = Z z > 0 dJ J CO n CC z W z j 0.f 1IECT GARY 0 TODD 51117E OF WASHINGTON BID SET Sheet off, E . A403 Z Shts. 4iin / +n4 n 3n : 0 " STORAGE I 125 I CORRIDOR 1 125 I EXPANDED SIDE ENTRY CORIRIDOR 1/4° = 1 -0 r.■ 2 CLR 4' -0' DRAPERY) <j POCKET— J REFER TO DTL. 10/A432 14' -4' SHELVING WORK BENCH W/ FULL LENGTH PEG BOARD ON WALL MAINTENANCE I L3131 ' - 4' 1/4 = 5' -8 O 63 y EXPANDED MAINTENANCE ROOM PLAN ► 2' WIDE PLYWOOD CATWALK IN ATTIC 1/4" 1' -0" A /C GRILLES, [SEE MECH. O DWGS., TYP. T7 (TYPICAL OF 2) PROJECTION SCREEN 6 PAINT (NO TEXTURE FACE OF COFFERS— TYP.) EXPANDED REFLECTED CLG. PLAN OF MEETING ROOM MEETING ROOM STORAGE I L118I KEY SCHEDULE O CARPET, PAD & BASE — OWNER FURNISHED, CONTRACTOR INSTALLED. ❑2 TEXTURED DRYWALL — REFER TO FINISH SCHEDULE. ❑ STRUCTURAL MASONRY — REFER TO WALL SECTION AND FINISH SCHEDULE. 4 THRU —WALL AIR CONDITIONING UNIT. OWNER FURNISHED, CONTRACTOR INSTALLED. ROUGH OPENING 3' -6 1/8" x 1' -4 1/4" MIN, 5 GYPSUM BOARD FURR 00WN /CASED OPENING — REFER TO 10/4410. © TEXTURED CONCRETE/HOLLOW CORE CEILING — REFER TO FINISH SCHEDULE. ❑ TEXTURED DRYWAL L CEILING R OWN FROM CONCRETE STRUCTURE — REFER TO FINISH —S FUR SCHED O DECORATIVE DRY VANITY, REFER TO 11/A412 9 3/4" DIA. WHITE RUBBER "TACK" BUMPER ON THE DOOR FACES A POINTS OF CONTACT BETWEEN EDGES OF DOORS AND WAIL OR BATHTUB FACE. 10 DECORATIVE MEDIUM DENSITY FIBERBOARD MOULDING — (MDF) — REFER TO 10/A412 METAL EDU DOOR LE. AND FRAME - PAINTED. REFER TO DOOR it SCH 12 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL — REFER TO 1,3 & B /A307 13 DUPLEX OUTLET. 14 TELEVISION OUTLET. 15 TELEPHONE OUTLET. 16 LIGHT SWITCH. ILLUMINATED SWITCH AT ENTRY AND BATHROOM. 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION, 18 CERAMIC TILE FLOOR. SEE 3/A412 FOR PATTERN. rig ELECT. BOX W/ BLANK COVER, CONNECT WITH STUBBED ▪ OUT IN ATTIC FOR FUTURE USE 20 CORIAN VANITY, TOP,' EDGE, SPLASH & APRON COORD, ALL DIMENSIONS FOR CORIAN W1TH, CORIAN , SHOP DRAWINGS 2,1 CORIAN TUB SURROUND — FULL HEIGHT: CONTRACTOR TO SCRIBE TO CEILING AND CORNERS. 22 POLISHED PLATE GLASS MIRROR. BUTT JOINT MIRROR AT CORNERS ON MIRROR CUPS — DO NOT ADHERE MIRROR TO WALL. 23 CLOTHES ROD '(O.F. /C.I.),REFER TO 10/A408. 24 PLUMBING SHAFT. 25 FLOOR MOUNTED DOOR STOPS. ADD DOOR STOPS TO CONNECTING DOOR ROOMS. SEE BUILDING PLAN FOR LOCATIONS. El 208V OUTLET. REFER TO ELECTRICAL PLANS FOR MORE INFO. 27 EXTENDED STAY CABINET 28 SOUND BATT INSULATE ALL BATH CEILINGS TOP FLOOR EXCLUDED. P LIGHT FIXTURE TYPE E -1 LIGHT FIXTURE TYPE 0 LIGHT FIXTURE TYPE LIGHT FIXTURE TYPE FLOOR PLAN KEY NOTES o— STANDPIPE 10,y FIRE EXTINGUISHER IN CABINET EE DETAILS 13,14/A431, F.E.. I.'. • 10/ FIRE EXTIN MOUNTED ON WALL SEE DETAIL 14/A431, F.E II 0 NOT USED • - SEMI— RECESSED WALL HEATER ACCE HATCH TO ATTIC SPACE. SEE 1-6 — DETAIL / A112. ALSO SEE DTL. 1/A406 SIM. FO ACCESS LADDER DETAIL €>. FLOOR DRAIN — SEE DETAIL 7,8/A43I (ED— 6" STUD WALL � - -g ELECTRON CAR FOR HOTEL GUEST NIGH T A CCESS. READER 48" H. MAX. PARTITION LEGEND NON — COMBUSTIBLE GpDw PARTITION, NON RATED F.:.. 1 HR CMU WALL ==3 2 HR CMU WALL DETAIL A,A1 /A437 r 1 HR GpDw PARTITION , 2 HR GpDw, PARTITION ® 2 HR SHAFT WALL C,D /A437 B/A437 H/A437 F/A437 P/A437 NOTE: STUD PARTITIONS TO BE CONSTRUCTED CONTINUOUS TO UNDERSIDE OF FLOOR ABOVE. STUD PARTITION DIMENSIONS BEGIN OR END AT EITHER THE FACE OF STUD, REFERENCE UNE, OR FACE OF, STRUCTURE. (U,N.O.) ®STORAGE XPANDED MEETING ROOM E PLAN 0 cc z 0 z l- Z L e i , Z o CC W f 1- z 0 W Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (802) 840- 2795 FAX (802) 840 -9489 Job// 97- 3004.01 Date: 4-15-98 Sheet Description: EXPANDED FLOOR PLANS / REFLACTED CLO. PLANS Revision: A A A A Sheet A403.1 Z CD Z�X Z Q Wo z Z — 0 O Q W Q acNIZ . r qt� CO ofa AUG 1 3 1998 PE RM , TOER►E R Shts. X -303 AHU - FIRST CO. MODEL # 18RCUA. CU CARRIER MODEL # 38TKB018 RP A' 4 /3!1998 Y }: 19:7 A/C COMPRESSOR AND ELECTRICAL DISCONNECT TO BE LOCATED ON LOBBY ROOF 12' -8" E -111 I (CYCL NG) E-108 E -110 E -1 1 r E- 111 LL)I (HOIST) 8" CONCRETE PLANK E -107 E -108 X -306 E -109 1' - 10" E -104 L'J EXERCISE ROOM • ELEVATION INTERIOR ELEVATIONS SCALE: 3/8 " =1' -O" 3%8" ALL THREAD WITH TOGGLE BOLT. 1 . CORRIDOR E -101 E 110 E -102 X -303 E -109 E -105 E -103 EXERCISE ROOM 2' -O" SECTION AT AHU O SCALE: 3/8 " =1' -O" A. -4114 dwa 10 HANGER MOUNTED VIBRATION ISOLATORS ALL THREAD DETAIL 9 SCALE: 1 1/2 " =1' -0" y 2'-D' �. NOTE: PAINT ALL EXPOSED PIPING TO MATCH CEILING CORRIDOR CD EXERCISE ROOM REFLECTED CEILING PLAN SCALE: 1/4 " =1' -0" EXERCISE ROOM EQUIPMENT PLAN SCALE: 1/4 "= 1' -0 " 15' -2" 0 EXERCISE ROOM DIMENSIONAL CONTROL PLAN SCALE: 1/4 " =1' -0" CEILING TYPE LEGEND 1. EXPOSED STRUCTURE -SPRAY PAINT 2. SUSPENDED CEILING TILE 2 X 2 3. SUSPENDED CEILING TILE 2 X 4 4, SUSPENDED / FURRED GpDw - PAINTED 5. FLOAT COAT CEMENT PAINTED 6, PARABOLIC LENS (W /FIXTURE) 7. INTERIOR TEXTURE COATING OVER SUSPENDED / FURRED GpDw 8, INTERIOR TEXTURE COATING OVER I CONCRETE PLANK 9.! EXTERIOR TEXTURE COATING OVER SUSPENDED /''FURRED'. GpDw a CARINSTALLPET, ED PAD & BASE - OWNER FURNISHED, CONTRACTOR L2 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. L STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. 4 DEDICATED CIRCUIT DUPLEX OUTLET LOCATED IN FLOOR FOR TREADMILL. OAR DO FU FIRE PROGYPSUM BOARD DRR RAWINGS DOWN FOR -O REFER FIRE STO PRINKLER LINE. TEXTURED CEILING - REFER TO FINISH SCHEDULE. Q7 WALL MOUNTED TELEVISION STAND. ® CONNECT WATER SUPPLY TO WATER DISPENSER. Q9 NOT USED. L1 DECORATIVE WOOD MOLDING - REFER TO 10 /A 412, En 1 SINGLE VISION PANEL DOOR- FOR MORE INFO. ON DOOR SEE SHEET A505 1 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3, & 8/A307. 1 DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. MIRRORED WALL TO HAVE MIRRORED COVER PLATES. 1 TELEVISION OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 17 k TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS LY FOR DIMENSIONS AND LOCATION. f ;E UGHT SWITCH. REFER TO FLOOR PLANS AND ELEVATIONS LN FOR DIMENSIONS AND LOCATION. ILLUMINATED SWITCH AT ENTRY. 24 "x24" NON- DIRECT FISSURED LAY IN ACOUSTICAL TILE.' NOT USED NOT USED. 2' 1/4 PLASS MIRROR ALD W BOO DRYALL CONTINUOUS ATE GL RETAINER CLRROIPS GLUE PP AT TOP AND IE TTOM EDGE. WITH L I or FLUORESCENT LIGHTS. REFER TO REFLECTED CEILING PLAN. �2 'FLOOR MOUNTED DOOR STOPS. L2 T NOT USED. or FLUORESCENT LIGHTS WITH BATTERY BACKUP. D. NOT USED' PURR OUT WALL TO ALIGN W /SHAFT LINER BEYOND. L2 AIR THREAD HANDLINROD. G UNIT ANCHORED TO CONCRETE PLANK WITH ALL -r L_`-J' SUPPLY AIR GRILL, I�D`_3 RETURN AIR GRILL. D3 NOT USED. 031 CONDENSATE LINE TO CONDENSING UNIT LOCATED ON LOBBY ROOF, OF /0 OF /0 OF /0 OF /0 OF /C CF /C OF /C OF /0 CF /C FF / OF/C OF /0 OF /C OF / C OF / C [X 1 KEY SCHEDULE EQUIPMENT & ACCESSORIES E -100 MULTI -GYM MACHINE E -101 TREADMILL EL 102 STANDARD EXERCISE BIKE E -103 RECUMBANT STATIONARY BIKE E -104 WALL MOUNTED TV, STAND E -105 ELECTRIC WATER COOLER (ADA) E -106 TOWEL HOOKS & SHELF UNIT 20 1/2 E -107 TOWEL RECEPTACLE E -108 FLOOR TO CEILING MIRROR E - 109 TOWEL SHELF UNIT 36 "x30 "x12" E -110 BATTERY OPERATED CLOCK E -111 EQUIPMENT POSTERS E - 112 WOOD BLINDS X -303 TELEVISION X -306 WALL MOUNTED TELEPHONE SYMBOL SCHEDULE 7 "x48 1 /8" FLUOR. t SWITCH LIGHT FIXTURE "M" AND "M1" KEY NOTE, REFER TO KEY SCHEDULE. CEILING TYPE /CEILING HEIGHT FLOOR OUTLET 6N G ROUND F AULT I NTERUPTER PLUG OUTLET 220 VOLT OUTLET T TELEVISION OUTLET TELEPHONE OUTLET GENERAL NOTES ALL ITEMS NOTED WITH THE. PREFIX "X" OR "E'. SHALL BE OWNER FURNISHED AND CONTRACTOR INSTALLED. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL OTHER. MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL HARD -WIRED LIGHTING FIXTURES ARE NOTED ON ENLARGED PLANS. REFER TO LIGHTING FIXTURE SCHEDULE FOR OWNER PROVIDED ITEMS. A Architecture/ Planning/ Landscape Architecture Joby 97- 3004.01 Date: 4- 15-98 0 Sheet A404 ■q 111® 1I- was 4148 North 48th Street Phoenix, Arizona 85018 FAX Sheet Description: EXERCISE ROOM EXPANDED PLANS /ELEVATIONS Revision: YOF C IWIA AUG I 3 1998 P Shts. MIME I 16 Initin TREADS O 19 EACH 1; 0 STAND P I. STAIR U� S® �� 11111111111 , _0 13 .01,-s 97 STAIR -STAIR I I I S AAN RN 1 HR CMU WALL I 11 1 ST 1 OR -g; I' ®LANDING TO METAL CLOSURE r” 4� I - I i� ® 1•_11 ,'.� • 1' -6" 1 -0• A I } I I 11111811111111111111.11 11111111=11119 DN I 7 - 2" 55 �CC 6 READS 0 11" EACI MIME I 16 Initin 1 -HR GYP.BD. & METAL 1; 0 STAND P I. STAIR U� S® �� 11111111111 , _0 13 .01,-s 0In H/A438.1 S AAN RN 1 HR CMU WALL m p I' 1 1•_6 „' ' 1 O 1 ST 1 OR -g; I' ®LANDING TO METAL CLOSURE r” 4� I - I i� ® 1•_11 20 GA. SHEET A Liao 11111811111111111111.11 11111111=11119 PARTITION LEGEND DETAIL 1 -HR GYP.BD. & METAL D A438.1 / STUD PARTITION. NON- COMBUSTIBLE C GUESTRM. DEMISING & CORRIDOR WALL . 1 HR GpD PARTITION C/A438.1 • • - • • • - - 2 HR GpD PARTITION B/A438.1 2 HR. SHAFT WALL H/A438.1 S AAN RN 1 HR CMU WALL F/A438.1 . vwn•:-. 2 HR CMU WALL G/A438,1 INDICATES WALL TYPE REFER TO SHEET A -438.1 NOTE: STUD PARTITIONS TO BE CONSTRUCTED CONTINUOUS TO UNDERSIDE OF FLOOR ABOVE. STUD PARTITION DIMENSIONS BEGIN OR END AT EITHER THE FACE OF STUD, REFERENCE LINE, OR FACE OF STRUCTURE. (U.N.O.) O STAIR #1 -1st FLOOR 1/4" = 1•-0" 20 GA. SHEET METAL CLOSURE B LANDING TO 1ST FLOOR -T T a•_ 4 - 7' -4" DS 0 11" EACH 17 STAIR I.D. SI THE DS 0 11" EACH STAND PIPE 1' -11" 18' -4" 7'TREADS 0 11" EA:: U 1I1IjI1C" ' sp s GN 1111111M STAND 1 -11 PPE � 8 TREADS O Ti" EACH 18 -0 STAIR STAND T8' -4" TR�ADS O 11 ", EAC FOES 1._0. # . ()STAIR 2 -1st F LOOR 1ST NM/ - T -4,1- 1�L 6 111111111T®: ®'� 1�1 f ( rsir � aau�si 1»/YI 1 t � 2'_0•k � i 20 GA. SHEET �a i U METAL CLOSURE STANDING TO ST FLOOR 1 ® RIM �■�'•Y N OSTAIR #1— 2nd & 3rd FLOOR 1' - 0 " . OSTAIR # F 21�DLOOR ._' O STAIR #1— 4th FLOOR 1�4 = 1, -0„ (/6 STAIR 2 -4th FLOOR 1' -0" O 9 STAIR_ #3, -3RD FLOOR = 1' -0" I L# i to Cri w w co 4 � _ ZZ W <C , �z . D 0 W Q < U) IREOISTERB IAHCHITE T GARY O TODD. `. STATE OF WASHINGTON 111D SET l ®®1111 ®P1■ ill kills: 0 N1LL01 Revision: A A Q 0 A 1 Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (60 840 -2795 FAX (602) 840-9469 Jobs 97- 3004.01 Date: 4 -15-98 Sheet Description: STAIR PLANS Sheet A405 of RECErypp AUG !' 3 1998 P EamiroEN TER Shts. f 4 O.C. INTERMEDIATE LANDING DETAIL 1/2" = 1' -0" 1 -1/2 = 1' -0" NO ROOF ACCESS STAR ''I 1 FLOOR 14 TOP FLOOR 4 ORO(RD FLOOR BOEF SEE STAIR PLANS STAIR ID DETAIL 1 1/2" DIA. METAL HANDRAIL 3/4" DIAMETER STEEL PICKETS 2" DEEP CONCRETE FILLED METAL PAN LANDING C 10 X 15.3 LANDING SUPPORT ANCHORED TO WALL WITH 1/2" BOLTS & EXPANSION ANCHORS 24" O.C. INTO SOLID GROUT CELLS 2)THE INFORMATION SHALL BE PRSENTED RAISED ARABIC NUMERALS AND RAISED, CORRESPONDING BRAILLE'. SYMBOLS. GRADE 2 BRAILLE TO BE USED WITH DOTS 1/10" O.C. IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE. RAISED A RN. FLOOR MIN. OF 1/4(r ABOVE THE BACKGROUND. 2X2X1/4" CONTINUOUS ANGLE ® 24" O.C. WELDED TO SUPPORTS C 6 X 8.2 CONTINUOUS SUPPORT WELDED CONT. TO STRINGERS. MAX. SPACING 4' -0" O.C. AS REO. TO SUPPORT A MINIMUM OF 100#/SF TYPICAL 5/8" GPDW - PAINTED MC 10 X 6.5 STRINGER STAIRWAY IDENTIFICATION: 1)APPROVED STAIRWAY IDENTIFICATION SIGNS SHALL BE LOCATED AT EACH FLOOR LEVEL IN ALL ENCLOSED STAIRWAYS IN BUILDINGS FOUR OR MORE STORIES IN HEIGHT. THE SIGN SHALL IDENTIFY THE STAIRWAY, INDICATE WHETHER THERE IS ROOF ACCESS, THE FLOOR LEVEL, AND THE UPPER AND LOWER TERMINUS OF THE STAIRWAY THE SIGN SHALL BE LOCATED APPROXIMATELY 5 FEET (1524 mm) ABOVE THE FLOOR LANDING IN A POSITION WHICH IS READILY VISIBLE WHEN THE DOOR IS IN THE OPEN OR CLOSED POSITION. VARIES NOTE: 0 / o m REFER TO DETAIL 10/A405 FOR LANDING INFOMATION. iv TOP LANDING DETAIL 1/2" = 1' -0" 2" SEE STAIR PLAN UPPER APPROACH& LOWER TREAD OF STAIRHSHALL HAVE A YELLOW CARPET. STRIPE 2 WIDE PLACED PARALLEL TO AND NOT MORE THAN 1 FROM1THE NOSE 'OF STEP OR LANDING TO ALERT THE , Vi ,DALLY. IMPAIRED. ' STRIPING FOR THE VISUALLY IMPAIRED 1 -1 / 2 " 1 '_ 0 1 -1/2" STEEL RAILS 3/4" DIA. PICKETS 4 -1/2" O.C. 1 -1/2" X 1-1/2" MAIN STILES AND BOTTOM RAIL NOTES: GRIND ALL WELDS SMOOTH AND PAINT ALL STEEL ® RAIL COMPONENTS. VERTICAL TYPICAL GUARDRAIL METAL RISER AND STAIR HANDRAIL 3/4" = 1' -0" STAIR 1/4 = 1' -0" MC10 X 6.5 STRINGER W/ 5 /8 "GPDW APPLIED TO BOTTOM - PAINT METAL PAN STAIR FILLED WITH CONCRETE STAIR TREAD DETAIL 1 -1/2" = 1' -0" 2ND FLR 10-0 3RD FLR 18' -8" x u 1ST FLOOR V-0" 1 HOUR CEILING:.. 2 LAYERS 5/8 TYPE SCX GYP. BD. REFER SHEET 10101 FOR FINISH ON WALLS SECTION STAIR #2 SIMILAR 11 1" NOSING CLIP ANGLE - WELD TO STRINGER 3/4" FURRING CHANNEL 3" = 1' -0" 1 -1 2' 1 -1 1/4" = 1' -0" 1-1/2" DIA. PAINTED STEEL HANDRAIL RETURN TO WALLS ® ENDS SKIM COAT PLASTER W /KOS(PT) PAINTED 1/4" STEEL BRACKETS FACTORY ATTACHED TO HANDRAIL AT INTERVALS SPECIFIED BY THE STEEL FABRICATORS PROVIDE ONE 3/8" DIA. EXPANSION ANCHOR INTO CMU SUBRSTRATE EACH STEEL BRACKET 8" FIRE RATED CMU WALL — MOUNTED HANDRAIL STAIR # — SECTION STAIR #4 SIMILAR fA - 1 1.9 I 1ST, FLOOR 0 -0" V 4148 North 48th Street Phoenix, Arizona 85018 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: STAIR DETAILS and SECTIONS Revision: A A 0 0 Architecture Planning/ Landscape Architecture Sheet A405.1 REO� aF � A UG 1 PEN,. cE Shts. PARRTION LEGEND DETAL 1 -HR. GYP.BD. & METAL A438.1 D/A438.1 STUD PARTITION. NON- COMBUSTIBLE C GUESTRM DEMISING & CORRIDOR WAI 1 1 HR CpDw PARTITION C/A438.1 ====- 2 HR CpDw PARTITION B/A438.1 2 HR. SHAFT WALL H/A438.1 1 HR CMU WALL F/A438.1 .,, 2 HR CMU WALL C/A438.1 _ INDICATES WALL TYPE v REFER TO SHEET A -438.1 NOTE: STUD PARTITIONS TO BE CONSTRUCTED CONTINUOUS TO UNDERSIDE OF FLOOR A80VE. STUD PARTITION DIMENSIONS BEGIN OR END AT EITHER THE FACE OF STUD, REFERENCE LINE, OR FACE OF STRUCTURE. (U.N.O.) KRele 4/1 15:27:44 A- 406.dwA s WATERPROOFING CONT. '® ELEV PIT WALLS JACK HOLE- VERIFY SIZE AND DEPTH WITH ELEVATOR CONTRACTOR ELEVATOR OVERRUN SLOPE PIT FLOOR TO SUMP PIT ELEV. 39 -2" T.O.PLATE U V 41 ELEV. PI. att�� FIRST FLOOR . IT BEY OND P > i._ 24'x24'x20" DEE' STEEL GRATE & FRAME CO SUMP PIT BEYOND MEMBRANE TON T.O.PLATE _ #2 SECTION ELEVATOR 7 _ _ 4/4 - 1 -0 ELEV. 35' -5 1/21., 2 LAY TYPE X' RS Gp DOOR BEYOND VERIFY ALL DIMS. & CONNECTIONS WITH MANF. ELEV. 27' -4" FOURTH FLOOR ELEV. THIRD FLOOR ELEV. 10' -0" SECOND FLOOR ELEV. 0' -0" ELEVATOR PIT JOIST .4ill 6a ELEVATOR � . �'' OVERRUN 1 il: 1 ,ot A) 1 ,- a \ II II I i, ii ill ELEVATOR CAB PIT LADDER v 6/A406 I ELEV. PI _ 4i ELEVATOII r PIT 1 SUMP PIT ... :r 24'x24 "x20" DEEP II SLOPE PIT FLOOR TO SUMP PIT PREFINISHED OGEE METAL GUTTER T.O. ROOF CONCRETE SLAB. -4 " I STEEL GRATE & F RAME ® SUMP IT MEMBRANE WATERPROOFING CONT. 0 ELEV. PIT WALLS PROVIDE 2- 1/2 "x2 -1/2" LIP FOR GRATE '.COVER JACK HOLE - VERIFY SIZE AND DEPTH WITH ELEVATOR CONTRACTOR TON ELEVATOR #1 SECTION 1 = 1' - 0" ELEV. 0' -0" FIRST FLOOR li ELEV. -4' -6" ELEVATOR PIT 2 HR. SHAFTWALL VENT ENCLOSURE. SEE DETAIL 9/A431 7 ELEV. 52' -10 1/2"s TRUSS BRG. (2) LAYERS 5/8" FIRECODE TYPE 'SCZ' GYP. BD. -1/2" CDX PLYWOOD SHEATHING (TYP) 2 LAYERS 5/8 TYPE X' GpDw. DOOR BEYOND VERIFY ALL DIMS. & CONNECTIONS WITH MANF. ELEV. 27' -4" DOUBLE GIRDER TRUSS FOURTH FLOOR ELEV. 10' -0" SECOND FLOOR CRICKET ELEV. 40 1/2"k PENTHOUSE ELEV. 35' -5 1 /2 "f T.O. PLATE'. ELEV. 18' -8 THIRD FLOOR ENLARGED SLUMP PIT 1/2" _ 1' -O " '. t 6 "t 1 ' 0 " II 1 � 3" X 6" ANGLES ANCHORED TO STRUCT. W/ EXPANSION BOLTS AND WELDED TO LADDER 11/2" FLAT STEEL BAR (PAINT) ELEVATOR DOOR DOOR FRAME 4" X 4" X 3/8" METAL ANGLE ACROSS WIDTH OF ELEV, DOOR OPENING ~\� 3" X 6" ANGLES ANCHORED TO STRUCT. W EXPANSION BOLTS AND W ELDED TO LADDER �It MEMBRANE WATERPROOFING ON ELEVATOR PIT 3/4" DIA. STEEL RODS (PAINT) 3" X 3" ANGLES ANCHORED TO FLOOR W/ EXPANSION BOLTS AND WELDED TO LADDER , NOTE: PRIME AND PAINT ALL 71� COMPONENTS OF STEEL LADDER ® ELEVATOR PIT LADDER 3/4" = 1' -0" ELEVATOR #2 ®PLAN TYP . FLOOR ELEVATOR #1 PLAN — 1ST FLOOR 1/4" = 1' -0" SUMP PIT BEYOND DEEP ',ELEVATOR 1 ?PLAN - TYP. FLOOR SUM" PIT II11[0 / 24 Q '.20" DEEP r�■Ia r®■■ r ®w a 0 4111„AVIIM 18=11 ��� SIM. ELEVATOR #2 PLAN — 1ST FLOOR 1/4" = 1' -0" i. f DI to 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: ELEVATOR and SIGN TOWER PLANS and SECTIONS Revision: A A A A A Q CC CC Z O Q z Z WQ O z <C Er Q "J CC W F -- Z 11.1 Z y \ ARCHITECT '' 1 / GARY D 10C4'1 STATE OF WASHINGTON 1 ■111 ■■ SIN 1t Sheet A406 1310 SET A a yt■'MEM Architecture/ Planning/ Landscape Architecture O L REOE vi- ?O FTUjnyl(µ AUG 1 3 1998 PERMROE Shts. T 8' -0" (OTHER FLOORS) GENERAL NOTES SYMBOL SCHEDULE FURNITURE & ACCESSORIES FURNISHED /CONTRACTOR INSTALLED 1. ELECTRICAL OUTLETS IN ADJACENT ROOMS OF 6 x 16 GA. METAL STRAP BLOCKING IN WALL X -100 X DRESSER MIRROR 60x22x30 X -200 ART - "WINDOW AT FARM" 28x34 "STRIPES < THE SAME TYPE SHALL BE OFFSET A MAXIMUM OF 8" WALL SECTION. -101 X -102 - DRY VANITY MIRROR - FULL LENGTH 17)(39 18x68 X -201 X -202 ART' -- & ROSES" 28x34 ART - "FLORAL TEA TIME 28x44 "BLACKBERRIES 2. REFER TO BUILDING PLANS FOR LOCATION REFR TO SHEET A 438. X -103 X -104 NIGHTSTAND NIGHTSTAND'. 20x16222 16x16x22 X -203 X -204 ART - & PLUMS" '16.5x27 ROOM NUMBER. _ I X -307 OF GUESTROOM TYPES. 4" 4 X -105 DESK 48x28x30 X -205 SMOKING /NON SMOKING SIGN "X" SECTION. X -106 KING HEADBOARD 74x24x2 (WHERE INDICATED ON SIGNAGE 3. ALL ITEMS NOTED WITH THE PREFIX SHALL BE OWNER FURNISHED AND CONTRACTOR x -Xx X -107 KING MATTRESS, BOX SPRING AND BASE. X -206 SCHEDULE) RATES & LAW CARD II INSTALLED. UNLESS SPECIFICALLY NOTED DOOR SYMBOL. X -108 DOUBLE HEADBOARD 56x24x2 X -207 EVACUATION MAP OTHERWISE, ALL OTHER MATERIALS SHALL BE O REFER TO SHEET A 504. X -109 DOUBLE MATTRESS, BOX SPRING FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL HARD -WIRED LIGHTING FIXTURES ARE NOTED ON AND BASE. X -300 SINGLE WALL LAMP ENLARGED PLANS. REFER TO LIGHTING FIXTURE /TA SYMBOL. X -110 RECLINER X -301 DOUBLE WALL LAMP SCHEDULE FOR OWNER PROVIDED ITEMS. REFER TO SHEET A 602. X -111 GUEST CHAIR X -302 TABLE LAMP X -112 DESK CHAIR X -303 TELEVISION W/ LOCK DOWN SWIVEL 4. SEE ELECTRICAL DRAWINGS FOR (� ARCHITECTURAL NOTE. [fl X -113 SWIVEL -TILT CHAIR X -304 MICROWAVE COMPLETE ELECTRICAL INFORMATION. REFER TO KEY SCHEDULE. X -114 ARMOIRE 34.5x60x24 X -305 CLOCK RADIO 0 -115 END TABLE X -306 STANDARD TELEPHONE DETAILED PLAN. X -116 COFFEE TABLE X -307 TELEPHONE W/ SPEAKER PHONE REFER TO REFERENCED SHEET. X -119 SLEEPER SOFA X -308 UNDER COUNTER REFRIGERATOR T 8' -0" (OTHER FLOORS) / 1 ^ \ ILL m 9' -4" (FIRST FLOOR) - 1 8 1/2 8' -0" (OTHER FLOORS) 9' -4" (FIRST FLOOR) X - 207 o 5' -3" 16 n X -102 \� I < X -200 Ark X -201 ,,, > X -300 rap,. X -302 -203 ® [ r -- N. �; 0 X -303 0 ; I F�2 X -111 _ I X -307 X -112 4" 4 �c t -100 14 19 I \ �{�' x -,os 15 a 13 1 I X -109 '� a �� 1II !J, ' X -109 i J II T 8' -0" (OTHER FLOORS) / 1 4 o I . J (ssooi R3H10) .O -,8 ILL m 9' -4" (FIRST FLOOR) - 1 r ) VALANCE © X - 207 o ( -206 7 X -101 Dil O 0' 21 ' X -200 ,,,,,,,,,,..,,.w, x -301 • ,* X -201 ,,, 11 y a, , ® [ r -- N. �; 0 ". \ I 4" 4 X -108 ^ lE '- \ �{�' -103 -306 °i X -108 1 I X -109 '� a �� 1II !J, ' X -109 T 8' -0" (OTHER FLOORS) / 1 4 o I . J (ssooi R3H10) .O -,8 ILL m 9' -4" (FIRST FLOOR) - 1 r ) VALANCE © X - 207 o ( -206 p GI O 0' 21 ' , I _ 11 y a, a w N ® [ T 8' -0" (OTHER FLOORS) / 1 r ) VALANCE © REFER TO SPRINKLER PLANS FOR LOCATION , I SOI8 A N a w N I r -- N. THRU WALL A/C ". \ I T 8' -0" (OTHER FLOORS) VALANCE © 12 lg N . r -- N. THRU WALL A/C _ \ I VERIFY 3/8" = 1' -0" HORIZONTAL SIDEWALL AUTOMATIC SPRINKLER WI TH WHITE ESCUTCHEON (LOCATE. AS PER NFPA 13 -4- 4.2.3.3) DISTANCE FROM TOP OF SMOKE DETECTOR TO CEILING ABOVE IS 12 ". (LOCATE AS PER 72-2-5.2.16) OM" KRNe 5 /1 /199P 9- 5R iR A-40 Awq GUESTROOM CORRIDOR ELEVATION , GUESTROOM ELEVATION NOTF: GENERAL CONTRACTOR TO VALANCE TRIM DETAIL NOTCH TRIM 1" FOR VALANCE. 8 3/4" = 1' -0" CEILI� SPRINKLER /SMOKE DETECTOR DETAIL Jr:•)_ REFER 9 & 10/A408 FOR BARRIER FREE CONDITION) 2" = 1'_0 1" E.I.F.S. ON 5/8" TYPE 'X" GYP. SHEATHING ON 6" MTL. STUDS 5/8" TYPE "X" GYPSUM BOARD ALIGN FINISHED FACE WITH FINISH FACE OF SHEAR WALL', OPPOSITE GUESTROOM' LAN SECTION DETAIL c yLAN SECTION DETAIL 1' E.I.F.S. ON 5/8' GYP. SHEATHING ON 3 5/8" MTL. STUDS 5/B" GYPSUM BOARD ALIGN FINISHED FACE WITH FINISH FACE OF SHEAR WALL OPPOSITE GUESTROOM WINDOW PLAN SECTION DETAIL VERIFY WOOD MOULDING SMOKE DETECTOR (NOT BY SPRINKLER CONTRACTOR) d , , - S- -- 1111111 X1111111 i11 1i1' 5/8" OFFSET OF STUD FROM CMU 1/2" INSULATION 2" - '1" MTL FURRING ® 16" O.C. 12" CMU 1" E.I.F.S. ON 5/8" GYP. SHEATHING 5/8' TYPE "X' GYPSUM BOARD 5/8" OFFSET OF STUD FROM CMU 2" - "Z" MTL FURRING ® 16" O.C. ON 3 5/8" MTL. STUDS 8" CMU 1" E.I.F.S. ON 5/8" GYP. SHEATHING 5/8" GYPSUM BOARD PLAN SECTION DETAIL 1 ° = 1' -0" 3/8" = 1' -0" 0 L N L f EQ. ED. SG1 10 3 - 0 , GUESTROOM ELEVATION 3/8" = V-0" �I 6.-10" 3/8" = 1' -0" 3 -5" FRAME & HEADBOARD 16" / 12 " RAME & HEADBOARD 2' GUESTROOM ELEVATION 3/8" = 1' -0" 6' -0 , EQ. GUESTROOM ELEVATION EQ. 5' -3" 1 ,12" VALANCE TYPE "0" ® FIRST FLOOR LOCATIONS SEE BUILDING PLANS FORM 15' -2" WY 6' -02' GRID 11' -4 1' -9" 11' 15' -2" ION Ap 1/2 SWITCHED 1/2 SWITCHED -5 1/2" GRI -4 5 OUBLE GUESTROOM TYPE "A" DIMENSIONAL CONTROL PLAN 1/4 ". 1 ,_ 0 " DOUBLE GUESTROOM TYPE "A" 2 FURNITURE & ACCESSORIES 1/4" = 1' -0" KEY SCHEDULE 15 I N STALLE P & BASE - OWNER FURNISHED, CONTRACTOR LJ I. I2 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE, 3 STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. 4 CONTRACTO THRU -WALL R INSTAL AIR CONDIT UNIT. OWNER FURNISHED, ❑ . GYPSUM BOARD FURR DOWN /DRYWALL OPENING - REFER TO 8/A410 © TEXTURED CEILING - REFER TO FINISH SCHEDULE. 7❑ NOT USED ® NOT USED. 9❑ NOT USED. 10 DECORATIVE WOOD MOULDING - REFER TO 10 /A 412, METAL DOOR AND FRAME - PAINTED. REFER TO DOOR U-LI SCHEDULE. 12 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 AND 8/A307. 13 DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. ITT] TELEVISION OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 15 TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 11 1 LIGHT SWH. REFER TO FLOOR PLANS AND ELEVATIONS L FOR DIMENSIONS AND LOCATION. ILLUMINATED SWITCH AT ENTRY AND BATHROOM 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION, 18 220 ORE V. INFO OUTLET, REFER RMATION TO ELECTRICAL PLANS FOR M F, ELECTRICAL BOX WITH BLANK COVER; CONNECT WITH CONDUIT ILL-I STUBBED OUT IN ATTIC FOR FUTURE USE. 20 PLASTIC LAMINATE TOP AND SPLASH. El CLOTHES ROD (0,F./C.I.) REFER TO 8/A408A. 22 FLOOR MOUNTED DOOR STOPS. ADD DOORSTOP TO CONNECTING DOOR ROOMS. SEE BUILDING PLAN FOR LOCATION. -01Lot A A A A ■®....r IN PI III NANO 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job// 97- 3004.01 Date: 4 -15-98 Sheet Description: TYPICAL DOUBLE GUESTROOM 'A' Revision: Sheet A407 611) SET Architecture/ Planning/ Landscape Architecture of qo 40 G I 3 1998 Penhrr CENTE'R Shts. FIRST FLOOR) 5' -1" . -4" 6' -3" GENERAL NOTES SYMBOL SCHEDULE FURNITURE & ACCESSORIES OWNER FURNISHED /CONTRACTOR INSTALLED 1. ' 2. 3. 4. ELECTRICAL OUTLETS IN ADJACENT ROOMS OF THE SAME TYPE SHALL BE OFFSET A MAXIMUM OF 8" REFER TO BUILDING PLANS FOR LOCATION OF GUESTROOM TYPES. ALL ITEMS NOTED WITH THE PREFIX "X" SHALL BE OWNER FURNISHED AND CONTRACTOR INSTALLED. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL OTHER MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR ALL -HARD -WIRED LIGHTING FIXTURES ARE NOTED ON ENLARGED PLANS., OWNER REFER PROVIDED O LI EM FIXTURE SCHEDULE FOR OWNER ITEMS. SEE ELECTRICAL DRAWINGS FOR COMPLETE ELECTRICAL INFORMATION. I 1 6" x 16 GA. METAL STRAP BLOCKING IN WALL X -100 X -101 X -102 X -103 X -104 X -105 X -106 X -107 X -108 X -109 X -110 X -111 X -112 X -113 X -114 X -115 X -116 X -119 DRESSER MIRROR - DRY VANITY MIRROR - FULL LENGTH NIGHTSTAND NIGHTSTAND DESK KING HEADBOARD KING MATTRESS, BOX SPRING AND BASE. DOUBLE HEADBOARD DOUBLE MATTRESS, BOX SPRING AND BASE. RECLINER GUEST CHAIR DESK CHAIR SWIVEL -TILT CHAIR ARMOIRE END TABLE COFFEE TABLE SLEEPER SOFA 60x22x30 17x39 18x68 20x16x22 16x16x22 48x28x30 , 74x24x2 56x24x2 34.5x60x24 X -200 X -201 X -202 X -203 X -204 X -205 X -206 X -207 X -300 0-301 X -302 X -303 X -304 X -305 X -306 X -307 X -308 ART - "WINDOW AT FARM" ART - "STRIPES & ROSES" ART - "FLORAL TEA TIME ART - "BLACKBERRIES & PLUMS" ROOM NUMBER SMOKING /NON SMOKING SIGN (WHERE INDICATED ON SIGNAGE SCHEDULE)' RATES & LAW CARD EVACUATION MAP SINGLE WALL LAMP DOUBLE WALL LAMP TABLE LAMP TELEVISION W/ LOCK DOWN SWIVEL MICROWAVE CLOCK RADIO STANDARD TELEPHONE TELEPHONE W% SPEAKER PHONE UNDER COUNTER REFRIGERATOR 28x34 28x34 28x44 16.5x27 . WALL SECTION. , _ . REFR TO SHEET A 438. ® SECTION. X -205 . X -XX DOOR SYMBOL. CO REFER TO SHEET A 504. WINDOW SYMBOL. O REFER TO SHEET A 602. 71 ARCHITECTURAL NOTE. REFER TO KEY SCHEDULE. DETAILED PLAN. REFER TO REFERENCED SHEET. 5' -1" . -4" 6' -3" I 1 ' - : •• O 6 -0 E---- .) �' L � a X 306 a M � „r -.z x x � I CMG SHEAR , ' F 41.1 J ° O LEO. , III , _ . X -204 X -205 . 220 V ® 0 , 3' -0,. a jJll�T 'V 15 1/2 SWITCHED 1 LO 13 19 14' 4 X ❑3 15 13 16 \ I. 6' -0 1/2 - 1/2 SWITCHED 5' -7 1/2'" 3' -6' n E0. E0. ❑2 r' e I1110000� . II -17 Co J 12 . � GFI N N M o ! i ? i F , _ 1E'4 YY 3' -3 1/2 ", • CORRIDOR 11' -4 1/2" 4" 15 -2" 11.1 MUD 8' -0" (OTHER FLOORS) . r• 1 -4" (FIRST FLOOR) I o ) n. E---- .) �' L � a X 306 a M � „r -.z x x � ` REFER TO SPRINKLER PLANS FOR LOCATION , ' F . J ° O LEO. , S . - , _ . X -204 X -205 . ._ 1 < a o ` 11.1 MUD 8' -0" (OTHER FLOORS) . r• 1 -4" (FIRST FLOOR) E---- .) �' L � a X 306 a M � „r -.z x x � X -2D2 1 X -300 ash , N u I .Z /l a jJll�T 'V tn A X-107 N n n all 11.1 MUD 8' -0" (OTHER FLOORS) . r• 1 -4" (FIRST FLOOR) ■ I 111111 - VALANCE II N III a jJll�T 'V ATT( ' � GUESTROOM CORRIDOR ELEVATION 3/8" = 1' -0" SECTION AT CLOSET ROD AND SHELF 1 1/2" = 1" -0" HORIZONTAL SIDEWALL AUTOMATIC SPRINKLER WITH WHITE ':ESCUTCHEON (LOCATE AS PER NFPA. 13 -4- 4.2.3.3) DISTANCE FROM TOP OF 'SMOKE DETECTOR TO CEILING ABOVE IS 12 ". (LOATE AS PER 72- 5.2.1h) 90" ABOVE FINISHED FLOUR - ---i 1 1/2" = HORIZONTAL SIDEWALL AUTOMATIC SPRINKLER WITH ESCUTCHEON (LOCATE AS PER INFPA• 13 -4- 4.2.3.3) DISTANCE FROM TOP OF SMOKE DETECTOR TO CEILING ABOVE IS 12 (LOCATE AS PER 72- 2- 5.2.1b) SMOKE DETECTOR (NOT BY SPRINKLER CONTRACTOR) WOO MOULDING SMOKE SMOKE DETECTOR (NOT BY SPRINKLER CONTRACTOR) STROBE LIGHT OCCURS ONLY AT BARRIER FREE AND HEARING IMPAIRED ROOMS F. (BY FIRE ALARM CONTRACTOR) SPRINKLER /SMOKE DETECTOR /STROBE ,5 1st FLR. BARRIER FREE ROOMS GUESTROOM ELEVATION WOOD MOULDING STROBE LIGHT OCCURS ONLY AT BARRIER FREE AND HEARING IMPAIRED ROOMS (BY FIRE ALARM CONTRACTOR) GUESTROOM ELEVATION GUESTROOM EL 3 3/8" = 1' -0" SPRINKLER SMOKE DETECTOR /STROBE E - C TYPICAL BARRIER FREE ROOMS OG UESTROOM ELEVATION 1 1 /2 " 3/8 = 1' FRAME &' HEADBOARD 6' 0 O KING GUESTROOM TYPE "B" DIMENSIONAL CONTROL PLAN X -113 X -302 1/4" = 1' -0" / X -111 M M1 X -100 6/A 40E X -303 'Mr' 1 X -307 4/A 408 0DX -300 0 - 105 X 203 FURNITURE & ACCESSORIES 1/4" = 1' -0" X -107 X -104 X -300 ._ X-3 TYPE "0" ® FIRST FLOOR SEE BUILDING PLANS FOR 15' -2" LOCATIONS X=10' X -300 X -305 i0 KING GUESTROOM TYPE "B" KEY SCHEDULE En CARPET, PAD & BASE - OWNER FURNISHED, CONTRACTOR INSTALLED, U TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. TCONTRACTHRU -WALOR INSL AIR COTALNDLEDITIONING UNIT, OWNER FURNISHED, 4 . a GYPSUM 8/A410 BOARD FURR DOWN /DRYWALL OPENING - REFER TO © TEXTURED CEILING - REFER TO FINISH SCHEDULE. �7 NOT USED ® NOT USED. ❑9 NOT USED. 10 DECORATIVE WOOD MOULDING - REFER TO 10 /A 412. 11 METAL EDULE DOOR AND FRAME - PAINTED. REFER TO DOOR SCH 12 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 AND 8/A307. 13 DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 14 TELEVISION OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 15 TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 16 LIGHT SWITCH. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. ILLUMINATED SWITCH AT ENTRY AND BATHROOM El CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION. "- t8 220 V. OUTLET. REFER TO ELECTRICAL PLANS FOR 7/A 408 MORE INFORMATION. ELECTRICAL BOX WITH RANK COVER; CONNECT WITH CONDUIT 9 12-1 STUBBED OUT IN ATTIC FOR FUTURE USE. El PLASTIC LAMINATE TOP AND SPLASH. 21 CLOTHES ROD O.F. /C.I.) REFER TO 8/A408A. 2 FLOOR MOUNTED DOOR STOPS. ADD DOORSTOP TO CONNECTING 2 ,DOOR ROOMS. SEE BUILDING PLAN FOR LOCATION. 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2735 FAX (602) 840.9489 Job# 97-3004.01 Date: 4 -15-98 Sheet Description: TYPICAL KING GUESTROOM 'B' Revision: 0 A A A 0 Z 0 Z e I— w 0 5a M Z w Z E'�cG :U \O`UT �'� 1 q.iCI�ITFG 1 ;AHY D TC 1 1. \1E r,' A;ASH�NGTON Architecture/ Planning/ Landscape Architecture Sheet A408 BID SET Z o cc VJ Z — z?w U • F— a_ Z 5 (0O wQ cn of 04. ;E %74,3w7' UK,WI,,�. AUG 1 3 1998 ShtS C (OTHER FLOORS) GENERAL NOTES ......., -411 OWNER FURNISHED CONTRACTOR INSTALLED �;.. _... S' -0' (OTHER FLOORS) 9'-e (FIRST FLOOR) ® / VALANCE n Ili' El CMU SHEAR WALL 1 , .I.. ' �1 ° I M - - -_® 220 v. ] I �� 12 l-1 3.O i ® / I 15 IIII 1Qj tl1_, 13 \ 19 14 :2 SWITCHE , 3 ® t. I: t yy�, 10 . -0 ,. 5 _ 2 ., • LJ \ \� m . i 3 ® © ® _ rrr m — �. r II 1: " 24 1! $ DOOR �ON il 1 7 �� o 1 92• () I 43' I� I 2, 4,41 CD 4 ° o U STOP GFI- WALL) � tl I -- _ l 'r/ 18' -� -.- 3' -3 1/2 " CORRIDOR 11' -4 1/2" 15' -2" GENERAL NOTES ......., -411 OWNER FURNISHED CONTRACTOR INSTALLED �;.. _... S' -0' (OTHER FLOORS) 9'-e (FIRST FLOOR) ® - VALANCE n Ili' El nip WALL SECTION. REFR TO SHEET A 437. SECTION. , .I.. ' �1 ° I M - - -_® GENERAL NOTES SYMBOL SCHEDULE FURNITURE & ACCESSORIES OWNER FURNISHED CONTRACTOR INSTALLED i. ELECTRICAL OUTLETS IN ADJACENT ROOMS OF THE SAME TYPE SHALL BE OFFSET A MAXIMUM OF 8" 2.; REFER TO BUILDING PLANS FOR LOCATION OF GUESTROOM TYPES. 3. ALL ITEMS NOTED WITH THE PREFIX "0" SHALL BE OWNER FURNISHED AND CONTRACTOR INSTALLED. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. - ALL HARD -WIRED LIGHTING FIXTURES ARE NOTED ON ENLARGED PLANS. REFER TO LIGHTING FIXTURE SCHEDULE FOR OWNER PROVIDED ITEMS. 4. SEE ELECTRICAL DRAWINGS FOR COMPLETE ELECTRICAL INFORMATION. 6" x 16 GA METAL STRAP BLOCKING IN WALL X -100 DRESSER X -101 MIRROR - DRY VANITY X -102 MIRROR - FULL LENGTH X -103 NIGHTSTAND X -104 NIGHTSTAND X -105 DESK X -106 KING HEADBOARD X -107 KING MATTRESS, BOX SPRING AND BASE. X -108 DOUBLE HEADBOARD X -109 DOUBLE MATTRESS, BOX SPRING AND BASE. X -110 RECLINER X -111 GUEST CHAIR X -112 DESK CHAIR X -113 SWIVEL -TILT CHAIR 0 -114. ARMOIRE X -115 END TABLE X -116 COFFEE TABLE X -119a SLEEPER SOFA X -119b SLEEPER SOFA 60022030 17x39 16x68 20016022 16016022 48028030 7402402 5602402 34.5060024 16020024 57035035 X -200 ART - "WINDOW AT FARM" X -201 ART - "STRIPES & ROSES" X -202 ART - "FLORAL TEA TIME" X -203 ART - "BLACKBERRIES & PLUMS" X-204 ROOM NUMBER X -205 SMOKING /NON SMOKING SIGN (WHERE INDICATED ON SIGNAGE SCHEDULE) X -206 RATES & LAW', CARD X -207 EVACUATION MAP 0 -300 SINGLE WALL LAMP X -301 DOUBLE WALL LAMP '. X -302 TABLE LAMP X -303 TELEVISION W/ LOCK DOWN SNIVEL 0 -304. MICROWAVE X -305 CLOCK RADIO X -306 STANDARD TELEPHONE X -307 TELEPHONE W/ SPEAKER PHONE X -308 UNDER COUNTER REFRIGERATOR 28x34 28x34 28x44 16.5027 . WALL SECTION. REFR TO SHEET A 437. SECTION. X -XX X O DOOR SYMBOL. REFER TO SHEET A 505. O WINDOW SYMBOL. REFER TO SHEET A 504. I o I ARCHITECTURAL NOTE. REFER TO KEY SCHEDULE. DETAILED PLAN. ', REFER TO REFERENCED SHEET. REFER TO SPRINKLER X -204 PLANS FOR LOCATION VINYLS WALL COVERING CARPET BASE 7 ` vmommmr� j �, X -102 H -100 VALANCE L' I GUESTROOM CORRIDOR ELEVATION 3/8" = 1' -0" 1 1 /7 = 1 -n" A O GUESTROOM ELEVATION'/ 3/8" = 1' -0" ® GUESTROOM ELEVATION 3/8" = 1' -0" -0 X -302 X -115 EQ. gg FRAME & HEADBOARD afj 0 �'-t 4' -0" FRAME & HEADBOARD X -119b / 1' -11" GUESTROOM ELEVATION_ 6' -0" 4 ,_ 9 " / 8' -0" GUESTROOM ELEVATION 3" . 2 16" , I' 3 - 0" k 13 12" o ° wz �z I N �\ \ ■\ .I 0 -100 I /,SWITCHEI IN ROOMS W/I CONNECTING DOOR ONLY O DIMENSIONAL CONTROL PLAN 1/4" = 1' -0" X -112 4/`8.1 ,X -300 'X -105, 0 -203 '.4° X -303 @ 10 -302 X- X- X- 6/A 408.1 H -107 X -304 X -30 X -308 X 102 X -102 IN ROOMS W/ CONNECTING DOORS', ONLY 7/A 408,1 TYPE "Cr ® FIRST FLOOR SEE BUILDING PLANS FOR 15' -2" LOCATIONS KING GUESTROOM TYPE "B FURNITURE & ACCESSORIES 1/4 1 -0 m KING GUESTROOM TYPE "B KEY SCHEDULE a CAR INSTALL PET, ED PAD & BASE - OWNER FURNISHED, CONTRACTOR 2❑ TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. F STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. THRU -WALL AOTIONING UF. /C 4 ROUGH OPENING IR C 3'6 -1 X 1'4 -1/ 4 MIN. . I.). a G10/A41YPSUM 0 BOARD FURR DOWN /DRYWALL OPENING - REFER', TO El TEXTURED CEILING - REFER TO FINISH SCHEDULE, El NOT USED ® WALL MOUNTED DOOR STOP ❑9 DOOR MOUNTED DOOR STOP 10 DECORATIVE WOOD MOULDING - REFER TO 10 /A 412. METAL DOOR AND FRAME - PANTED. REFER TO DOOR SCHEDULE, 12 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 AND 8/4307. 13 DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 14 TELEVISION OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 15 TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 1 6 LIGHT SWITCH. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION, ILLUMINATED SWITCH AT ENTRY AND BATHROOM 17 CONNECTING DOORS. E SEE BUILDING PLAN FOR LOCATION; 18 220 V. OUTLET. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION. ELECTRICAL BOX dHITH BLANK COVER; CONNECT WITH CONDUIT STUBBED OUT IN ATTIC FOR FUTURE USE. 20 PLASTIC LAMINATE TOP AND SPLASH. 21 CLOTHES ROD O.F, /C.I.) REFER TO 10/A408, 2 FLOOR MOUNTED DOOR STOPS. ADD DOORSTOP TO CONNECTING DOOR ROOMS. SEE BUILDING PLAN FOR LOCATION. 23 FOR CABINET MILLWORK DETAILS SEE A705 Revision: Sheet A408.1 BID SF:T lipil •11,111P11111 l11111111111111111 11111 11111111 11i 1111 rrl1:01 Architecture/ Planning/ Landscape Architecture 4148 North 98th Street Phoenix, Arizona 85018 FAX. (60 ) -9469 Job// 97- 3004.01 Date: 4 -15-98 Sheet Description: TYPICAL KING GUESTROOM WITH SOFA 'Bi' a/ E11 1 ED 4116 1 3 1998 PERMITQENT Shts. Mvc PLANS LOCATION REFER SPRINKLER GUESTROOM CORRIDOR ELEVATION 3 = 1' -0" VALANCE GUESTROOM ELEVATION ® GUE 3/ = 1.-o" 1 D 12" 4' -9 X -112 X -307 X -105 El X -300 '1 -3' 16 GUESTROOM ELEVATION ©G ELEVATION 0 -203 -111 r r 2' -6' 4' - 7' • FRAME &. HEADBOARD X -303 12 " "4 X -202 0 -302 3/8" = 1' -0" X -10C FRAME & HEADBOARD X -300 ilz EQ. X -102 GUESTROOM ELEVATION f \ THRU WALL A/C 4- -, 1 2 -HR SHAFTWALL. CORRIDOR &' BATH X -116 2 0-104 X -305 LLL��T�dd X - 305 X -110 X -104 X -300 -306 O] KING GUESTROOM TYPE "B2" DIMENSIONAL CONTROL PLAN 1/4" _ 1, -0" X -107 4/A 408 X -105 X -111' 6/A 408 X -100 7/A 408 X-113 X - 3o7 X- 300Cm} X -203 0 -303 X -302 CORRIDOR 8' -7 7 8" 15' -2" CD 15' -2" A 1 &2 12. ' KING GUESTROOM TYPE "B2" FURNITURE & ACCESSORIES 1/4" = 1'_0" - 3 7 6 1/4" 4J OCCURS AT 5TH FLOOR ONLY KEY SCHEDULE CARPET, PAD & BASE -' OWNER FURNISHED, CONTRACTOR INSTALLED E2 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. I STRUCTUR FINISH AL SCHEDULE MASONRY - REFER TO WALL SECTION AND T CONTRACTO HRU -WALL R IN AIR STA CONDILLED TIONING UNIT. OWNER FURNISHED, 4 GYPS6/6410 UM BOARD FURR DOWN /DRYWALL OPENING - REFER TO El TEXTURED CEILING - REFER TO FINISH SCHEDULE. 7I NOT USED ® NOT USED. 9❑ NOT USED. El DECORATIVE WOOD MOULDING - REFER TO' 10 /A 412. SCHED UDOOR LE AND FRAME - PAINTED. REFER TO DOOR 11 12 GYPSUM AND BOARD 8/6307 RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 . 13 DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 14 TELEVISION OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 15 TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION, 16 LIGHT SWITCH. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. ILLUMINATED SWITCH AT ENTRY AND BATHROOM 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION, 220 V. OUTLET TO ELECTRICAL PLANS FOR ET ELECT 18 MORE INF ORMATION . 0 ELECTRICAL BOX WITH BLACK COVER; CONNECT WITH CONDUIT STUBBED OUT IN ATTIC FOR FUTURE USE. 20 PLASTIC LAMINATE TOP AND SPIASH. 21 CLOTHES ROD 0.F. /C.I.) REFER TO 8/A408A. FU DOOR ST OD DOORST 22 DOOR LOOR ROOMS MONTED SE BUILDI PS S i; LA FOR ' LOCATI O N . OP TO CONNECTING r.,Anv f 1er3 sr.'. Or WASHINGTON 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840-9469 Jobs{ 97- 3004.01 Date: 4 -15 -98 Sheet Description: SPECIAL KING GUESTROOM '82" Revision: A A A 0 A BID SET Sheet A408.2 Architecture/ Planning/ Landscape Architecture QI RECEIVED OF TD,,v u AUG 1 3 1998 PERMITCENTER Shts. (OTHER FLOORS) GENERAL NOTES SYMBOL SCHEDULE FURNITURE & ACCESSORIES OWNER FURNISHED /CONTRACTOR INSTALLED 1. 2: 3. 4. ELECTRICAL OUTLETS IN ADJACENT ROOMS OF THE SAME TYPE SHALL BE OFFSET A MAXIMUM OF 8" REFER TO BUILDING PLANS FOR LOCATION OF GUESTROOM TYPES. ALL, ITEMS NOTED WITH THE PREFIX' "X" SHALL BE OWNER FURNISHED AND CONTRACTOR .INSTALLED. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL OTHER MATERIALS SHALL BE .FURNISHED AND INSTALLED BY THE 'CON TRACTOR. ALL HARD - WIRED LIGHTING FIXTURES' ARE NOTED ON ENLARGED PLANS. REFER TO LIGHTING FIXTURE SCHEDULE FOR ':OWNER PROVIDED ITEMS. SEE ELECTRICAL DRAWINGS FOR 220 v. 6 "X16 GA. METAL BLOCKING IN WALL SECTION. WALL SECT REFR TO TI 438. SECTION. DOOR SYMBOL. REFER TO SHEET A 504. WINDOW SYMBOL. REFER TO SHEET A 602. ARCHITECTURAL NOTE. REFER TO KEY SCHEDULE. D ETAILED PLAN. REFER TO REFERENCED SHEET. X -100 X -101 X -102 X -103 X -104 X -1 O5 X -106 X -107 X -108 X -109. X -110 X -111 X -112 X -113 X -114 X -115 X -116 X -119 DRESSER MIRROR - DRY VANITY MIRROR - FULL LENGTH NIGHTSTAND NIGHTSTAND DES DESK KING HEADBOARD 0 AR D KING MATTRESS, BOX SPRING AND BASE. DOUBLE HEADBOARD DOUBLE MATTRESS, BOX SPRING AND BASE. RECLINER GUEST CHAIR DESK ICHAIR SWIVEL -TILT CHAIR ARMOIRE END TABLE COFFEE TABLE SLEEPER SOFA 60x22x30 17x39 18x68 20x16x22 16x16x22 48,,28 x30 7 x 4 2 4z 2 56x24x2 34.5x60x24 X -200 X -201 X -202 X -203 X -204 X -205 X -206 X -207 X -300 X -301 X -302 X -303 : X -304 X -305 X -306 X -307 X -308 ART - "WINDOW AT FARM" 28x34 ART - "STRIPES & ROSES" 28x34 ART - "FLORAL TEA TIME 28x44 ART - "BLACKBERRIES & PLUMS" 16.5x27. ROOM NUMBER SMOKING /NON SMOKING SIGN (WHERE INDICATED ON SIGNAGE SCHEDULE) RATES & LAW CARD EVACUATION MAP SINGLE WALL LAMP DOUBLE WALL LAMP TABLE LAMP TELEVISION W/ LOCK DOWN SWIVEL MICROWAVE CLOCK RADIO STANDARD TELEPHONE TELEPHONE. W/ SPEAKER PHONE UNDER COUNTER REFRIGERATOR ,�. © X_XX U O I X I LJ 0 Vv Mvc PLANS LOCATION REFER SPRINKLER GUESTROOM CORRIDOR ELEVATION 3 = 1' -0" VALANCE GUESTROOM ELEVATION ® GUE 3/ = 1.-o" 1 D 12" 4' -9 X -112 X -307 X -105 El X -300 '1 -3' 16 GUESTROOM ELEVATION ©G ELEVATION 0 -203 -111 r r 2' -6' 4' - 7' • FRAME &. HEADBOARD X -303 12 " "4 X -202 0 -302 3/8" = 1' -0" X -10C FRAME & HEADBOARD X -300 ilz EQ. X -102 GUESTROOM ELEVATION f \ THRU WALL A/C 4- -, 1 2 -HR SHAFTWALL. CORRIDOR &' BATH X -116 2 0-104 X -305 LLL��T�dd X - 305 X -110 X -104 X -300 -306 O] KING GUESTROOM TYPE "B2" DIMENSIONAL CONTROL PLAN 1/4" _ 1, -0" X -107 4/A 408 X -105 X -111' 6/A 408 X -100 7/A 408 X-113 X - 3o7 X- 300Cm} X -203 0 -303 X -302 CORRIDOR 8' -7 7 8" 15' -2" CD 15' -2" A 1 &2 12. ' KING GUESTROOM TYPE "B2" FURNITURE & ACCESSORIES 1/4" = 1'_0" - 3 7 6 1/4" 4J OCCURS AT 5TH FLOOR ONLY KEY SCHEDULE CARPET, PAD & BASE -' OWNER FURNISHED, CONTRACTOR INSTALLED E2 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. I STRUCTUR FINISH AL SCHEDULE MASONRY - REFER TO WALL SECTION AND T CONTRACTO HRU -WALL R IN AIR STA CONDILLED TIONING UNIT. OWNER FURNISHED, 4 GYPS6/6410 UM BOARD FURR DOWN /DRYWALL OPENING - REFER TO El TEXTURED CEILING - REFER TO FINISH SCHEDULE. 7I NOT USED ® NOT USED. 9❑ NOT USED. El DECORATIVE WOOD MOULDING - REFER TO' 10 /A 412. SCHED UDOOR LE AND FRAME - PAINTED. REFER TO DOOR 11 12 GYPSUM AND BOARD 8/6307 RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 . 13 DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 14 TELEVISION OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 15 TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION, 16 LIGHT SWITCH. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. ILLUMINATED SWITCH AT ENTRY AND BATHROOM 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION, 220 V. OUTLET TO ELECTRICAL PLANS FOR ET ELECT 18 MORE INF ORMATION . 0 ELECTRICAL BOX WITH BLACK COVER; CONNECT WITH CONDUIT STUBBED OUT IN ATTIC FOR FUTURE USE. 20 PLASTIC LAMINATE TOP AND SPIASH. 21 CLOTHES ROD 0.F. /C.I.) REFER TO 8/A408A. FU DOOR ST OD DOORST 22 DOOR LOOR ROOMS MONTED SE BUILDI PS S i; LA FOR ' LOCATI O N . OP TO CONNECTING r.,Anv f 1er3 sr.'. Or WASHINGTON 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840-9469 Jobs{ 97- 3004.01 Date: 4 -15 -98 Sheet Description: SPECIAL KING GUESTROOM '82" Revision: A A A 0 A BID SET Sheet A408.2 Architecture/ Planning/ Landscape Architecture QI RECEIVED OF TD,,v u AUG 1 3 1998 PERMITCENTER Shts. (OTHER FLOORS) 3 i 3 -o I I X -204 220 v. in Q 12 I I 1s 15 IC — ,�. ' E .S ..S —,z1 1 .0 —,b 1/2 SWITCHE.• - 13 XIIF ■ ' I E ❑3 1 I , 19 14 � 13 1 2 SII WITCHED g- 6 -0 1/2 , 3 -6 5'_0" _ -'"- Y , 5��-�7 1/2" / r T II L_1 �❑ 0 \ H K3 1 11.15 _ 21 ! I CC�a S of a O .Z -.Z Mvc PLANS LOCATION REFER SPRINKLER GUESTROOM CORRIDOR ELEVATION 3 = 1' -0" VALANCE GUESTROOM ELEVATION ® GUE 3/ = 1.-o" 1 D 12" 4' -9 X -112 X -307 X -105 El X -300 '1 -3' 16 GUESTROOM ELEVATION ©G ELEVATION 0 -203 -111 r r 2' -6' 4' - 7' • FRAME &. HEADBOARD X -303 12 " "4 X -202 0 -302 3/8" = 1' -0" X -10C FRAME & HEADBOARD X -300 ilz EQ. X -102 GUESTROOM ELEVATION f \ THRU WALL A/C 4- -, 1 2 -HR SHAFTWALL. CORRIDOR &' BATH X -116 2 0-104 X -305 LLL��T�dd X - 305 X -110 X -104 X -300 -306 O] KING GUESTROOM TYPE "B2" DIMENSIONAL CONTROL PLAN 1/4" _ 1, -0" X -107 4/A 408 X -105 X -111' 6/A 408 X -100 7/A 408 X-113 X - 3o7 X- 300Cm} X -203 0 -303 X -302 CORRIDOR 8' -7 7 8" 15' -2" CD 15' -2" A 1 &2 12. ' KING GUESTROOM TYPE "B2" FURNITURE & ACCESSORIES 1/4" = 1'_0" - 3 7 6 1/4" 4J OCCURS AT 5TH FLOOR ONLY KEY SCHEDULE CARPET, PAD & BASE -' OWNER FURNISHED, CONTRACTOR INSTALLED E2 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. I STRUCTUR FINISH AL SCHEDULE MASONRY - REFER TO WALL SECTION AND T CONTRACTO HRU -WALL R IN AIR STA CONDILLED TIONING UNIT. OWNER FURNISHED, 4 GYPS6/6410 UM BOARD FURR DOWN /DRYWALL OPENING - REFER TO El TEXTURED CEILING - REFER TO FINISH SCHEDULE. 7I NOT USED ® NOT USED. 9❑ NOT USED. El DECORATIVE WOOD MOULDING - REFER TO' 10 /A 412. SCHED UDOOR LE AND FRAME - PAINTED. REFER TO DOOR 11 12 GYPSUM AND BOARD 8/6307 RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 . 13 DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 14 TELEVISION OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 15 TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION, 16 LIGHT SWITCH. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. ILLUMINATED SWITCH AT ENTRY AND BATHROOM 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION, 220 V. OUTLET TO ELECTRICAL PLANS FOR ET ELECT 18 MORE INF ORMATION . 0 ELECTRICAL BOX WITH BLACK COVER; CONNECT WITH CONDUIT STUBBED OUT IN ATTIC FOR FUTURE USE. 20 PLASTIC LAMINATE TOP AND SPIASH. 21 CLOTHES ROD 0.F. /C.I.) REFER TO 8/A408A. FU DOOR ST OD DOORST 22 DOOR LOOR ROOMS MONTED SE BUILDI PS S i; LA FOR ' LOCATI O N . OP TO CONNECTING r.,Anv f 1er3 sr.'. Or WASHINGTON 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840-9469 Jobs{ 97- 3004.01 Date: 4 -15 -98 Sheet Description: SPECIAL KING GUESTROOM '82" Revision: A A A 0 A BID SET Sheet A408.2 Architecture/ Planning/ Landscape Architecture QI RECEIVED OF TD,,v u AUG 1 3 1998 PERMITCENTER Shts. (OTHER FLOORS) A , 8' -0" (8' -4" © FIRST FLOOR) X -204 ■ 20 S — `` X -205 E0. o to CENTER OF SIGN & PEEP HOLE A Mvc PLANS LOCATION REFER SPRINKLER GUESTROOM CORRIDOR ELEVATION 3 = 1' -0" VALANCE GUESTROOM ELEVATION ® GUE 3/ = 1.-o" 1 D 12" 4' -9 X -112 X -307 X -105 El X -300 '1 -3' 16 GUESTROOM ELEVATION ©G ELEVATION 0 -203 -111 r r 2' -6' 4' - 7' • FRAME &. HEADBOARD X -303 12 " "4 X -202 0 -302 3/8" = 1' -0" X -10C FRAME & HEADBOARD X -300 ilz EQ. X -102 GUESTROOM ELEVATION f \ THRU WALL A/C 4- -, 1 2 -HR SHAFTWALL. CORRIDOR &' BATH X -116 2 0-104 X -305 LLL��T�dd X - 305 X -110 X -104 X -300 -306 O] KING GUESTROOM TYPE "B2" DIMENSIONAL CONTROL PLAN 1/4" _ 1, -0" X -107 4/A 408 X -105 X -111' 6/A 408 X -100 7/A 408 X-113 X - 3o7 X- 300Cm} X -203 0 -303 X -302 CORRIDOR 8' -7 7 8" 15' -2" CD 15' -2" A 1 &2 12. ' KING GUESTROOM TYPE "B2" FURNITURE & ACCESSORIES 1/4" = 1'_0" - 3 7 6 1/4" 4J OCCURS AT 5TH FLOOR ONLY KEY SCHEDULE CARPET, PAD & BASE -' OWNER FURNISHED, CONTRACTOR INSTALLED E2 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. I STRUCTUR FINISH AL SCHEDULE MASONRY - REFER TO WALL SECTION AND T CONTRACTO HRU -WALL R IN AIR STA CONDILLED TIONING UNIT. OWNER FURNISHED, 4 GYPS6/6410 UM BOARD FURR DOWN /DRYWALL OPENING - REFER TO El TEXTURED CEILING - REFER TO FINISH SCHEDULE. 7I NOT USED ® NOT USED. 9❑ NOT USED. El DECORATIVE WOOD MOULDING - REFER TO' 10 /A 412. SCHED UDOOR LE AND FRAME - PAINTED. REFER TO DOOR 11 12 GYPSUM AND BOARD 8/6307 RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 . 13 DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 14 TELEVISION OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 15 TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION, 16 LIGHT SWITCH. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. ILLUMINATED SWITCH AT ENTRY AND BATHROOM 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION, 220 V. OUTLET TO ELECTRICAL PLANS FOR ET ELECT 18 MORE INF ORMATION . 0 ELECTRICAL BOX WITH BLACK COVER; CONNECT WITH CONDUIT STUBBED OUT IN ATTIC FOR FUTURE USE. 20 PLASTIC LAMINATE TOP AND SPIASH. 21 CLOTHES ROD 0.F. /C.I.) REFER TO 8/A408A. FU DOOR ST OD DOORST 22 DOOR LOOR ROOMS MONTED SE BUILDI PS S i; LA FOR ' LOCATI O N . OP TO CONNECTING r.,Anv f 1er3 sr.'. Or WASHINGTON 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840-9469 Jobs{ 97- 3004.01 Date: 4 -15 -98 Sheet Description: SPECIAL KING GUESTROOM '82" Revision: A A A 0 A BID SET Sheet A408.2 Architecture/ Planning/ Landscape Architecture QI RECEIVED OF TD,,v u AUG 1 3 1998 PERMITCENTER Shts. (OTHER FLOORS) ,THRU, WALL A/C GUESTROOM ELEVATION 3/8" = 1' -0" 3/8 1 ,_ D " 4' -0" WK FRAME & HEADBOARD 211 IN • 1111011111110 X -106 X -302 X = 119 X -102 GUESTROOM ELEVATION 3/8 = 1 ,_ 0 " EQ. EQ. q 4 3'' SOUNDBATT INSULATION 0 -107 3 SOUNDBATT INSULATION X -114 X-303 (X -202 1/4" = 1' -o "... X -104 X -300 24' -6" 12 1 11' -11" B' -0" 2 -4" 2' -10" 1' -6" 5' -0' 11' -B X -303 X -116 X -115 0 -302 0 -200 X -1I9 AJnurique 3/30/1998 11-17:.35 VALANCE (O.F.,C.I.) A - 41)q. dwq VALANC GUESTROOM ELEVATION 4 GUESTROOM ELEVATION 3/8" = 1' -0" 3 / 8 " = 1 • -0^ / 12" VALANCE 'I' 5 -4" 3' - 11 1/2" 17 1 /2" 2'-6" OGUESTROOM 3/8" = 1' -0" X -303 O GUESTROOM ELEVATION 3/B 1. O" NOTE: END WALL SITUATION ® 12" CMU WALL 6 STORY GUESTWING •M I rf ® r�= © SIM. OPTIONAL END WALL CONDITION DIMENSIONAL CONTROL PLAN, 1/4 =1' -0" WINDOW TYPE "Q" ®1st FLOOR SEE EXT. FOR LOCATIONS • i x FURNITURE & ACCESSORIES 1/4" = 1' -0" R X -307 /' X -105 'TYPICAL DELUXE KING SUITE 'TYPE „G,1 .J KEY SCHEDULE O INSTALLED. CARPET, PAD & BASE OWNER FURNISHED, CONTRACTOR U TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. a STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. THRU -WALL AIR CONDITIONING UNIT (O.F. /C.I.), ® ROUGH OPENING,3'6 -1/8" X 1'4 -1/4" MIN, � P 10 SUP BOARDFURR DOWN /DRYWALL OPENING - II REFER ,TO © !TEXTURED CEILING - REFER TO FINISH SCHEDULE. 70 NOT USED Ell NOT USED. a NOT USED. 10 DECORATIVE WOOD MOULDING - REFER TO 10 /A 412. 11 METAL DOOR AND FRAME - PAINTED. REFER TO DOOR SCHEDULE 12 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 AND 8/A307. 13 DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. TELE DIMEN SIONS OUTLET . REFER LOCA TO TION. FLOOR PLANS AND ELEVATIONS 14 FO 171 TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION, .ITA1 LIGHT SWITCH, REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. ILLUMINATED SWITCH AT ENTRY AND BATHROOM CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION 18 220 V. OUTLET. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION, ELECTRICAL BOX (WITH FLANK COVER; CONNECT WITH CONDUIT STUBBED OUT IN, ATTIC FOR FUTURE USE, 20 PLASTIC LAMINATE, TOP AND SPLASH. 21 CLOTHES ROD (0.F. /C.I.) REFER TO 8 /A408A, FLOOR MOUNTED DOOR STOPS. ADD DOORSTOP TO CONNECTING .15751 DOOR ROOMS. SEE' BUILDING PLAN FOR LOCATION. 4148 North 48th Street Phoenix, Arizona 85018 (862) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: TYPICAL DELUXE K 4G SUITE 'Cr Revision: A d Architecture/ Planning/ Landscape Architecture Sheet A409 LO r^ CO Z VJ Z Q 1�J Qui 51 0 0 w < '<C N Z co GENERAL NOTES SYMBOL SCHEDULE FURNITURE & ACCESSORIES OWNER FURNISHED /CONTRACTOR INSTALLED 1. 2. 3. 4. ADJACENT ROOMS OF ELECTRICAL OUTLETS IN A DJACE A MAXIMUM THE SAME TYPE SHALL BE OF 8" REFER TO BUILDING PLANS FOR LOCATION OF GUESTROOM TYPES. ALL ITEMS NOTED WITH THE PREFIX 'X'I SHALL BE OWNER FURNISHED AND CONTRACTOR INSTALLED. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL OTHER MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL HARD -WIRED LIGHTING FIXTURES ARE NOTED ON ENLARGED PLANS. REFER TO LIGHTING FIXTURE SCHEDULE FOR OWNER PROVIDED ITEMS. SEE ELECTRICAL DRAWINGS FOR COMPLETE ELECTRICAL INFORMATION. I I 6" X 16 GA. METAL STRAP BLOCKING IN WALL X -100 X -101 X-102 X -103 X -104 X -105 X -106 X -107 X -108' X -109 X -110 0 -111 X -112 X -113 X -114 X -115 X -116 0 -119 DRESSER MIRROR -DRY VANITY MIRROR -FULL LENGTH NIGHTSTAND NIGHTSTAND DESK KING HEADBOARD KING MATTRESS, BOX SPRING I AND BASE. ' DOUBLE HEADBOARD DOUBLE MATTRESS, BOX SPRING AND BASE. RECLINER GUEST CHAIR DESK CHAIR SWIVEL -TILT CHAIR , ARMOIRE END TABLE COFFEE TABLE SLEEPER SOFA 60x22x30 1709 18x68 20x16x22 16x16x22 48x28x30 74x24x2 1 56224x2 34.5x60x24 X -200 X -201 X -202 X -203 X -204 X -205 X -206 X -207 0-300 0 -301 X -302 X -303 X -304 X -305 X -306 X -307 X -308 ART - "WINDOW, AT FARM" 28x34 ART - "STRIPES &ROSES" 28x34' ART - "FLORAL TEA TIME" 28x44 ART - "BLACKBERRIES'& PLUMS" 16.5x27 ROOM NUMBER SMOKING /NON SMOKING SIGN (WHERE INDICATED ON SIGNAGE SCHEDULE) RATES &'LAW CARD EVACUATION MAP SINGLE 'WALL LAMP DOUBLE WALL LAMP TABLE LAMP TELEVISION W/ LOCK DOWN SWIVEL MICROWAVE CLOCK RADIO STANDARD TELEPHONE TELEPHONE W/ SPEAKER PHONE UNDER COUNTER REFRIGERATOR WALL SECTION. 0 -203 4 REFR TO SHEET A 437. SECTION. „9 -,S X kX DOOR SYMBOL. V REFER TO SHEET A 505. O WINDOW SYMBOL. REFER TO SHEET A 504. I I X I ARCHITECTURAL NOTE. REFER TO KEY SCHEDULE. �XK DETAILED PLAN. xx REFER TO REFERENCED SHEET. ,THRU, WALL A/C GUESTROOM ELEVATION 3/8" = 1' -0" 3/8 1 ,_ D " 4' -0" WK FRAME & HEADBOARD 211 IN • 1111011111110 X -106 X -302 X = 119 X -102 GUESTROOM ELEVATION 3/8 = 1 ,_ 0 " EQ. EQ. q 4 3'' SOUNDBATT INSULATION 0 -107 3 SOUNDBATT INSULATION X -114 X-303 (X -202 1/4" = 1' -o "... X -104 X -300 24' -6" 12 1 11' -11" B' -0" 2 -4" 2' -10" 1' -6" 5' -0' 11' -B X -303 X -116 X -115 0 -302 0 -200 X -1I9 AJnurique 3/30/1998 11-17:.35 VALANCE (O.F.,C.I.) A - 41)q. dwq VALANC GUESTROOM ELEVATION 4 GUESTROOM ELEVATION 3/8" = 1' -0" 3 / 8 " = 1 • -0^ / 12" VALANCE 'I' 5 -4" 3' - 11 1/2" 17 1 /2" 2'-6" OGUESTROOM 3/8" = 1' -0" X -303 O GUESTROOM ELEVATION 3/B 1. O" NOTE: END WALL SITUATION ® 12" CMU WALL 6 STORY GUESTWING •M I rf ® r�= © SIM. OPTIONAL END WALL CONDITION DIMENSIONAL CONTROL PLAN, 1/4 =1' -0" WINDOW TYPE "Q" ®1st FLOOR SEE EXT. FOR LOCATIONS • i x FURNITURE & ACCESSORIES 1/4" = 1' -0" R X -307 /' X -105 'TYPICAL DELUXE KING SUITE 'TYPE „G,1 .J KEY SCHEDULE O INSTALLED. CARPET, PAD & BASE OWNER FURNISHED, CONTRACTOR U TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. a STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. THRU -WALL AIR CONDITIONING UNIT (O.F. /C.I.), ® ROUGH OPENING,3'6 -1/8" X 1'4 -1/4" MIN, � P 10 SUP BOARDFURR DOWN /DRYWALL OPENING - II REFER ,TO © !TEXTURED CEILING - REFER TO FINISH SCHEDULE. 70 NOT USED Ell NOT USED. a NOT USED. 10 DECORATIVE WOOD MOULDING - REFER TO 10 /A 412. 11 METAL DOOR AND FRAME - PAINTED. REFER TO DOOR SCHEDULE 12 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 AND 8/A307. 13 DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. TELE DIMEN SIONS OUTLET . REFER LOCA TO TION. FLOOR PLANS AND ELEVATIONS 14 FO 171 TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION, .ITA1 LIGHT SWITCH, REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. ILLUMINATED SWITCH AT ENTRY AND BATHROOM CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION 18 220 V. OUTLET. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION, ELECTRICAL BOX (WITH FLANK COVER; CONNECT WITH CONDUIT STUBBED OUT IN, ATTIC FOR FUTURE USE, 20 PLASTIC LAMINATE, TOP AND SPLASH. 21 CLOTHES ROD (0.F. /C.I.) REFER TO 8 /A408A, FLOOR MOUNTED DOOR STOPS. ADD DOORSTOP TO CONNECTING .15751 DOOR ROOMS. SEE' BUILDING PLAN FOR LOCATION. 4148 North 48th Street Phoenix, Arizona 85018 (862) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: TYPICAL DELUXE K 4G SUITE 'Cr Revision: A d Architecture/ Planning/ Landscape Architecture Sheet A409 LO r^ CO Z VJ Z Q 1�J Qui 51 0 0 w < '<C N Z co II A -300 . 0 -203 „9 -,S „b -,6 O ® / 307 ...,.,,. , X ,. -113 c M - 15 X -10 1�g I I ,THRU, WALL A/C GUESTROOM ELEVATION 3/8" = 1' -0" 3/8 1 ,_ D " 4' -0" WK FRAME & HEADBOARD 211 IN • 1111011111110 X -106 X -302 X = 119 X -102 GUESTROOM ELEVATION 3/8 = 1 ,_ 0 " EQ. EQ. q 4 3'' SOUNDBATT INSULATION 0 -107 3 SOUNDBATT INSULATION X -114 X-303 (X -202 1/4" = 1' -o "... X -104 X -300 24' -6" 12 1 11' -11" B' -0" 2 -4" 2' -10" 1' -6" 5' -0' 11' -B X -303 X -116 X -115 0 -302 0 -200 X -1I9 AJnurique 3/30/1998 11-17:.35 VALANCE (O.F.,C.I.) A - 41)q. dwq VALANC GUESTROOM ELEVATION 4 GUESTROOM ELEVATION 3/8" = 1' -0" 3 / 8 " = 1 • -0^ / 12" VALANCE 'I' 5 -4" 3' - 11 1/2" 17 1 /2" 2'-6" OGUESTROOM 3/8" = 1' -0" X -303 O GUESTROOM ELEVATION 3/B 1. O" NOTE: END WALL SITUATION ® 12" CMU WALL 6 STORY GUESTWING •M I rf ® r�= © SIM. OPTIONAL END WALL CONDITION DIMENSIONAL CONTROL PLAN, 1/4 =1' -0" WINDOW TYPE "Q" ®1st FLOOR SEE EXT. FOR LOCATIONS • i x FURNITURE & ACCESSORIES 1/4" = 1' -0" R X -307 /' X -105 'TYPICAL DELUXE KING SUITE 'TYPE „G,1 .J KEY SCHEDULE O INSTALLED. CARPET, PAD & BASE OWNER FURNISHED, CONTRACTOR U TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. a STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. THRU -WALL AIR CONDITIONING UNIT (O.F. /C.I.), ® ROUGH OPENING,3'6 -1/8" X 1'4 -1/4" MIN, � P 10 SUP BOARDFURR DOWN /DRYWALL OPENING - II REFER ,TO © !TEXTURED CEILING - REFER TO FINISH SCHEDULE. 70 NOT USED Ell NOT USED. a NOT USED. 10 DECORATIVE WOOD MOULDING - REFER TO 10 /A 412. 11 METAL DOOR AND FRAME - PAINTED. REFER TO DOOR SCHEDULE 12 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 AND 8/A307. 13 DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. TELE DIMEN SIONS OUTLET . REFER LOCA TO TION. FLOOR PLANS AND ELEVATIONS 14 FO 171 TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION, .ITA1 LIGHT SWITCH, REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. ILLUMINATED SWITCH AT ENTRY AND BATHROOM CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION 18 220 V. OUTLET. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION, ELECTRICAL BOX (WITH FLANK COVER; CONNECT WITH CONDUIT STUBBED OUT IN, ATTIC FOR FUTURE USE, 20 PLASTIC LAMINATE, TOP AND SPLASH. 21 CLOTHES ROD (0.F. /C.I.) REFER TO 8 /A408A, FLOOR MOUNTED DOOR STOPS. ADD DOORSTOP TO CONNECTING .15751 DOOR ROOMS. SEE' BUILDING PLAN FOR LOCATION. 4148 North 48th Street Phoenix, Arizona 85018 (862) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: TYPICAL DELUXE K 4G SUITE 'Cr Revision: A d Architecture/ Planning/ Landscape Architecture Sheet A409 LO r^ CO Z VJ Z Q 1�J Qui 51 0 0 w < '<C N Z co GENERAL NOTES ELECTRICAL LEGEND SYMBOL SCHEDULE FURNITURE & ACCESSORIES OWNER FURNISHED /CONTRACTOR INSTALLED (U.N.O.) 1. ELECTRICAL OUTLETS IN ADJACENT ROOMS OF THE SAME TYPE SHALL BE OFFSET A MAXIMUM OF 8" 2 REFER TO BUILDINC'.PLANS FOR LOCATION fa 3 -WAY SWITCH JUNCTION BOX SWITCH PULL BOX CFI GROUND FAULT ® SMOKE DETECTOR INTERUPTER PLUG Q TELEVISION OUTLET HALF SWITCHED OUTLET ® TELEPHONE OUTLET 22''0 V. I§ 220 VOLT OUTLET ELECTRICAL BOX & )8( CONDUIT FOR CEI r MOUNTED FUTURE USE LIGHT WALL MOUNTED LIGHT ® EXHAUST FAN 6 x 16 GA. MTL. STRAP -' I BLOCKING IN WALL U.N.O. X -100 DRESSER 60x22x30 X -101 MIRROR -DRY VANITY 17039 X -102 MIRROR - - FULL LENGTH 18x68 0 -103 NIGHTSTAND 20x16x22 X-104 NIGHTSTAND 16x16x22 X-105 DESK 48x28 30 X -106 KING HEADBOARD 74x24x2 X -107 KING MATTRESS, BOX SPRING AND BASE. X -108 DOUBLE HEADBOARD 56x24x2 X -109 DOUBLE MATTRESS, BOX SPRING AND BASE. X -110 RECLINER X -711 GUEST CHAIR X -112 DESK CHAIR X -113 SWIVEL -TILT CHAIR X -114 ARMOIRE 34.5x60x24 X -115 END TABLE 16x24x24.5 X -116 COFFEE TABLE 34,22x18 X -117 CHEST X -118 GUEST TABLE 30x30x30 X -119a SOFA SLEEPER 74x35x30 X -119b SOFA SLEEPER 60x35x30 K -120 SOFA 98x35x30 X -121 BAR STOOL X -122. ROUND GUEST TABLE X -200 ART - "WINDOW AT FARM" '28x34 X -201 ART - "STRIPES & ROSES" .20 34 '. X- '..202 ART - "FLORAL TEA TIME 28044. X -'.203 ART - "BLACKBERRIES & PLUMS" 16.5027 X -;204 ROOM NUMBER X- '',205 SMOKING, /NON SMOKING SIGN (WHERE INDICATED ON SIGNAGE SCHEDULE) X -206 RATES &, LAW CARD X -207 EVACUATION MAP X -300 SINGLE WALL LAMP X -301. DOUBLE WALL LAMP X -302 TABLE LAMP X -303 TELEVISION W/ LOCKDOWN SWIVEL X -304 FLOOR LAMP X -305 UNDER COUNTER REFRIG. X -306 STANDARD TELEPHONE (O.F.O.I.) X -307 TELEPHONE W/ SPEAKER PHONE (O.F.O.I.) WALL SECTION. © REFR TO SHEET A438 SECTION. OF GUESTROOM TYPES. 3 ALL ITEMS NOTED WITH THE PREFIX "x" SHALL BE OWNER FURNISHED AND CONTRACTOR INSTALLED. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL OTHER MATERIALS SHALL BE ' R AND INSTALLED BY THE CONTRACTOR. FURNISHED ND ALL HARD -WIRED LIGHTING FIXTURES ARE' NOTED ON ENLARGED PLANS. REFER TO LIGHTING'. FIXTURE SCHEDULE FOR. OWNER PROVIDED ITEMS. X -XX O DOOR SYMBOL. x REFER TO SHEET A505 X WINDOW SYMBOL. O REFER TO SHEET A504 ARCHITECTURAL NOTE. O REFER TO KEY SCHEDULE. © DETAILED PLAN. REFER ® TO REFERENCED SHEET. i-. Ailtiffiffi = N / ❑7 . / / / / // / / /m�� EQ. CI 0 -302 © „o-,t „8 -,9 I - =1 —se— d• ❑ 1 13 \ ,% 15 .0 12 \--- ❑ 13 1 4 YYY 13 m 1' -• SWITCHED { I T 15 -- .8 hJ i I 1 9 SWITCHED F „L -,LZ I 1 I } a -T I 13 13 (2) 2068 GLASS FR NCH se." ®� y ` p ` d PANEL DOORS �� 5 I I h (I 113111 EQUAL 3 II, $ OS ET . — —I I 13 -q EI I 3, -4„ `" 6'-0" O 3 -4" 4 -4" I 5' -10" I M I 1 kJ I V 0 LMI r „6 -,8 4%. 2 IU O E �pHpHtlJ U 0 4 e G.F.I. c I ry to i v °� ( 0 ) 1 1 j_ O N ` i-. Ailtiffiffi f \ CJ EQ. m / ❑7 . / / / / // / / /m�� EQ. CI 0 -302 „8 -,9 g X -303 0-100 / 14 15 -- .8 hJ i In 5' -0" , ' EQUAL EQUAL IMIIIIMMEMI KRele • 03 GUESTROOM ELEVATION 5'- SCALE: 2 = 1' -0" 4/10/1998 10:6: 37 f A- 409 -1.Awq ,__.., ---„, ,1 SECTION AT TELEVISION COUNTER i0 Fr / 12" / \�1 0 GUESTROOM ELEVATION X -304 172 WD. TRIM ''. W/ EASED EDGE 5/8 GYP. :,.BOARD TEXTURE & PAINTED X -2001 X -119 0 GUESTROOM ELEVATION GUESTROOM ELEVATION VARIES FROM 3" TO FLUSH WITH WALL. SEE PLAN FOR CURVE. X -302 X -105 X -300 X -113 VALANCE @ GUESTROOM ELEVATION X -30 2 , -0 .. / 2' -0" 3 -0" EQ. 0 GUESTROOM ELEVATION EQ. 4 SCALE: 3/8" = 1' -0" D 11 GUESTROOM ELEVATION iV UI 0 GUESTROOM ELEVATION • / / / / / / / / / / B B % / / // / / / / / / / / / % X -202 X -300 .1 Rl! -1, W III A C X -106 aaaa . __1 4' -D" 'a GUESTROOM ELEVATION INTERIOR ELEVATIONS VALANCE 9 " 3 , -6 " 6' -10" ( 0 -300 0 -307 7 DIMENSIONAL CONTROL PLAN SCALE: 1/4" = 1' -0" 0 -304 Alk KING DELUXE SUITE 7/0409.1 X -122 2'- 4' 20' -2" 2' 19 -10" X -1 5 0 -302 ' 4 9� O FURNITURE & ACCESSORIES SCALE: 1/4" = 1' -0" 3' -4" 2' -10 f 4. -4" 4/0409.1 13' -0" X -i 300 , -104 6' -10" 9/0409.1 0 -302 ( X -107 X -too _ r1J I -104 OWNER FURNISHED/ \ OWNER INSTALLED \SHEARS X -10 KING DELUXE SUITE 0 -303 X- 01 5/A409.1 0 -207 — — I • KEY SCHEDULE ❑ CNSTALLEARPET, P & BASE - OWNER FURNISHED, CONTRACTOR I. TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. M STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. ® THRU -WALL AIR CONDITIONING UNIT. OWNER FURNISHED, CONTRACTOR INSTALLED. ROUGH OPENING 3' -6 1/8" x 1' -4 1/4" MIN, I GYPSUM BOARD FURR DOWN /CASED OPENING - REFER TO 8/410 SIM. © TEXTURED CONCRETE /HOLLOW CORE CEILING - REFER TO FINISH SCHEDULE. UI TEXTURED DRYWALL CEILING - FURR DOWN FROM CONCRETE STRUCTURE - REFER TO FINISH SCHEDULE. ® DECORATIVE DRY VANITY, REFER TO 11/A412 3/4" DIA. WHITE RUBBER "TACK` BUMPER ON THE DOOR FACES A' POINTS OF CONTACT BETWEEN EDGES OF DOORS AND WALL OR BATHTUB FACE. 10 DECORATIVE MEDEIUM DENSITY FIBERBOARD MOULDING - (MDF) - REFER TO 10/A412 11 METAL DOOR AND FRAME - PAINTED, REFER TO DOOR SCHEDULE. 12 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 & 8 /A307 13 DUPLEX OUTLET. 14 TELEVISION OUTLET. 15 TELEPHONE OUTLET. 16 LIGHT SWITCH. ILLUMINATED SWITCH AT ENTRY AND BATHROOM. 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATOR. 18 CERAMIC TILE FLOOR. SEE 3/0412 FOR PATTERN. 1,m ELECT. BOX WI BLANK COVER, CONNECT WITH CONDIUT STUBBED OUT IN ATTIC FOR FUTURE USE, 20 CORIAN VANITY, TOP, EDGE, SPLASH & APRON COORD. ALL DIMENSIONS FOR CORIAN WITH CORIAN SHOP DRAWINGS 21 CORIAN TUB SURROUND - FULL HEIGHT. CONTRACTOR TO SCRIBE TO CEILING AND CORNERS. 22 POLI ROR CLIPS PLATE GLASS DO MI NOT RROR. ADHERE BUTT MIRROR TO JOINT MIRROR WALL. AT CORNERS. ON - 23 CLOTHES ROD (O.F. /C.I.) REFER TO 10/A408. 24 PLUMBING SHAFT. IT5 FLOOR MOUNTED DOOR STOPS. ADD DOOR STOPS TO CONNECTING DOOR ROOMS. SEE BUILDING PLAN FOR LOCATIONS. 26 208V OUTLET. REFER TO ELECTRICAL PLANS FOR MORE INFO. 27 EXTENDED STAY CABINET 26 SOUND BATT INSULATE ALL BATH CEILINGS. TOP FLOOR EXCLUDED. 29 GYPSUM BOARD FURR DOWN FOR EXHAUST VENT. P LIGHT FIXTURE TYPE E -1 LIGHT FIXTURE TYPE 0 LIGHT FIXTURE TYPE G LIGHT FIXTURE TYPE 0 A A 0 Cc Z Z Z 2 Z W fn m J W I- Z U Z Sheet A409.1 BID SET 1111111111111111111 ® ®110 ®111111 •1 MIIa gyp. Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840-9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: TYP.2nd FLOOR LOBBY SUITE TYPE "H" Revision: of C m'OF AUG 13 1998'' P ERM ?CE sits GENERAL NOTES ELECTRICAL LEGEND SYMBOL SCHEDULE FURNITURE & ACCESSORIES OWNER FURNISBED /CONTRACTOR INSTALLED (U.N.O.) 1: ELECTRICAL OUTLETS IN ADJACENT ROOMS OF THE SAME TYPE SHALL BE OFFSET A MAXIMUM OF 8 ". 2. REFER TO BUILDING PLANS FOR LOCATION OF GUESTROOM TYPES. 3. ALL ITEMS NOTED WITH THE PREFIX "X" SHALL BE OWNER FURNISHED &:CONTRACTOR INSTALLED. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL OTHER MATERIALS SHALL BE FURNISHED & INSTALLED.. BY THE CONTRACTOR. ALL HARD - WIRED. LIGHTING FIXTURES ARE NOTED ON ENLARGED PLANS, REFER TO LIGHTING FIXTURE SCHEDULE FOR OWNER'' PROVIDED ITEMS, 4. WOOD SHUTTERS &.DOR ARE PREFABRICATED TO BE PLACED ON ER S. SHUORRA ARE P REFA SHALL BE PREFINISHED WITHOUT MORTISES. ADDITIONAL TOUCH UP . PAINT SHALL BE PROVIDED WITH SHUTTERS, HARDWARE SHALL BE POLISHED BRASS. ALL HARDWARE PROVIDED BY " CONTRACTOR WITH THE EXCEPTION OF DOOR HANDLE PROVIDED BY THE FABRICATOR AT GUESTROOM DOOR. DOOR = 32 "x83" SHUTTERS = 32 ° x72" 3 3-WAY SWITCH $ SWITCH S cFIGROUND FAULT INTERUPTER PLUG HALF SWITCHED T T OU LE 220 v. 1 g. 220 VOLT OUTLET .�. CEILING MOUNTED LIGHT }- WALL MOUNTED LIGHT ® EXHAUST FAN ® ® ® . � X JUNCTION BOX PULL BOX SMOKE DETECTOR TELEVISION OUTLET T PHONE OUT ET TELEPHONE L ELECTRICAL BOX & CONDUIT FOR FUTURE USE 6" X 16 GA. MIL. STRAP BLOCKING IN WALL U.N.O. X -100 DRESSER 60x22x30 X -101 MIRROR - DRY VANITY .17x39 X -102 MIRROR - FULL LENGTH 18x68 X -103 NIGHTSTAND 2Ox16x22 X -104 NIGHTSTAND 16x16x22 x -105 DESK 48x28x3D, X -106 KING HEADBOARD 74X24x2 X -107 KING MATTRESS, BOX SPRING AND BASE. X 108 DOUBLE HEADBOARD 56x24x2 X-109 DOUBLE MATTRESS; BOX SPRING AND BASE. X-110 RECLINER X -111 GUEST CHAIR X -112 DESK CHAIR X -113 SWIVEL -TILT CHAIR X -114 ARMOIRE 34.5x60x24 X -115 END TABLE 16x24x24.5 X -116 COFFEE TABLE 34x22 x18 X -117 CHEST X -118 GUEST TABLE 30x3Ox30 SOFA SLEEPER X -119a 74x35x30 X -1190 SOFA SLEEPER 60x35x30 X -120 SOFA 98x35x30 X -121 BAR STOOL X -122 ROUND GUEST TABLE X -200 ART - "WINDOW AT FARM" 28x34 X -201 ART - "STRIPES & ROSES" 28x34 X -202 ART - "FLORAL TEA TIME" 28x44 X -203 ART.- "BLACKBERRIES & PLUMS" 16.5x 7 X -204 ROOM NUMBER X -205 SMOKING /NON SMOKING SIGN (WHERE INDICATED ON SIGNAGE SCHEDULE) X -206 RATES & LAW CARD X -207 EVACUATION MAP X -300 SINGLE WALL LAMP X -301 DOUBLE WALL LAMP X -302 TABLE LAMP X -303 TELEVISION W/ LOCKDOWN SVAVEL X -304 FLOOR LAMP 5 -305 UNDER COUNTER REFRIG. X -306 STANDARD TELEPHONE (O.F.O.I.) X -307 TELEPHONE W SPEAKER PHONE O.F.O.I. / ( ) WALL SECTION. © REFR TO SHEET A438 ®` SECTION. X_XX O DOOR SYMBOL. REFER TO SHEET A505 /� WINDOW SYMBOL. REFER TO SHEET A504 ARCHITECTURAL NOTE. REFER TO KEY SCHEDULE. DETAILED PLAN. REFER TO REFERENCED SHEET. X -104 FROM VALANCE TO CENTER OF BED 4' -0" FRAME & HEADBOARD X -300 X -107 SCALE: 3/8" = 1' -0" X -201 SCALE: 3/8" = 1' -0 ". DOUBLE SCORE Era DOORS BY MARTIN FROM SHEETROCK TO CENTER OF BED 4 -0" 0 -300 DOUBLE SCORE DOORS BY BY C.A. MARTIN (VERIFY) X -JU2A Rele 5 -2" 13 13 7 , -4 " GUESTROOM ELEVATION GUESTROOM ELEVATION SLOPE / EQ. / X -30 , SCALE: 3/8" = V-0" 11 2" RAISED BEAM ABOVE SCALE: 1/4" = 1' -0" 4/10/1990 10. 7. 40. A - 40A - ?. Awq 0 -400 5-2" SEE NOTE #4 FOR INFORMATION ON DOOR Sc SHUTTER PANELS 2 -10" '- CARPET BASE TYP. GUESTROOM ELEVATION CABINET OF BEAM F-- RAISED BEAM X -302 -10" / / 2 , -4 " � -4 . 2,_0" , 2' -0" GUESTROOM kfi VATION 0 SCALE: 3/8" = 1.-0" 10 -1 5 5 O SCALE: 3/8" = 1' -0" r � X -202 "M X -119b SCALE: 3/8" = 1' -0" GUESTROOM ELEVATION r X -102 i iii /aiiaii4 I 0 -302 I' ' 5' -0' GUESTROOM ELEVATION X -303 13 X -100 I 14 4 0 1:1[1 CIU 6' -10" ,O KING DELUXE SUITE O DIMENSIONAL CONTROL PLAN SCALE 3/8" = 1' -0" 0 -202 X -119b 115 -302 1 0 -303 X -116 20' - 2" 2' -4" 2' -2 " ?" 3' -4" 0 -123 X 102 DRAPERY POCKET X -303 X -302 X - O FURNITURE & ACCESSORIES SCALE: 1/4" = 1' - 0" 13' -0" 6' -10" 8/A409 N N 1L ,1 4 /`x.2 0 -111 X -105 0-113 X -307 = 0 -300 7 X -20 I • 5-104 0 -300 X -306 0 -107 . r i �► X-30 05 :` Walk X -400 0 -10 3/A409.2 0-207 2 3 / 0 -202A KING DELUXE SUITE a CARPET, PAD & BASE - OWNER FURNISHED, CONTRACTOR INSTALLED. E2 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. 0 STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. ® THRU -WALL AIR CONDITIONING UNIT. OWNER FURNISHED, CONTRACTOR INSTALLED, ROUGH OPENING 3' -6 1/8" x 1' -4 1/4" MIN, • GYPSUM BOARD FURR DOWN /CASED OPENING - REFER TO 8/A410 6 TEXTURED CONCRETE /HOLLOW CORE CEILING - REFER TO FINISH SCHEDULE. a TEXTURED DRYWALL CEILING - FURR DOWN FROM CONCRETE STRUCTURE - REFER TO FINISH SCHEDULE. ® DECORATIVE DRY VANITY, REFER TO 11/0412 ❑ 3/4" DIA. WHITE RUBBER "TACK" BUMPER ON THE DOOR FACES A O POINTS OF CONTACT BETWEEN EDGES OF DOORS AND WALL OR BATHTUB FACE. 10 DECORATIVE MEDEIUM DENSITY FIBERBOARD MOULDING - (MOF) - REFER TO 10/0412 11 METAL DOOR AND FRAME - PAINTED. REFER TO DOOR SCHEDULE. 1 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 & 8/0307 El DUPLEX OUTLET, 14 TELEVISION OUTLET. 15 TELEPHONE OUTLET. 16 LIGHT SWITCH. ILLUMINATED SWITCH AT ENTRY AND BATHROOM. El CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION. 18 CERAMIC TILE FLOOR. SEE 3/0412 FOR PATTERN. 19 ELECT. BOX W/ BLANK COVER, CONNECT WITH CONDIUT STUBBED OUT IN ATTIC FOR FUTURE USE. 20 CORIAN VANITY, TOP, EDGE, SPLASH & APRON COORD. ALL DIMENSIONS FOR CORIAN WITH CORIAN SHOP DRAWINGS 21 CORIAN TUB SURROUND - FULL HEIGHT. CONTRACTOR TO SCRIBE TO CEILING AND CORNERS. 22 POLISH PATE GLASS MIRROR. JOINT MIR ON MIRRO L R CLIPS - DO NOT ADHERE BUTT MIRROR TO WALL. ROR AT CORNERS. 23 CLOTHES ROD (O.F. /C.I.) REFER TO 10/0408. 24 PLUMBING SHAFT, 25 FLOOR MOUNTED DOOR STOPS. ADD DOOR STOPS TO CONNECTING DOOR ROOMS. SEE BUILDING PLAN FOR LOCATIONS. 26 2080 OUTLET. REFER TO ELECTRICAL PLANS FOR MORE INFO. EXTENDED STAY CABINET 28 SOUND BATT INSULATE ALL BATH CEILINGS. TOP FLOOR EXCLUDED. 29 GYPSUM BOARD FURR DOWN FOR EXHAUST VENT. P LIGHT FIXTURE TYPE E- 1 LIGHT FIXTURE TYPE Q LIGHT FIXTURE TYPE G LIGHT FIXTURE TYPE 0 KEY SCHEDULE fAcig 0- 0 fi 0 CC Z Z0 Z W Z W C I? i Z Q 3 CC W ▪ H z LLI z t , o w tN ZW N CC CD Z�x Z< e r Ha_z 0 5 C Vl A A A BID SET ■4 A409.2 Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840-9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: TYP.3rd FLOOR LOBBY SUITE TYPE"J" Revision: Sheet O Ro AUG ) 3 199E P ERABr Si1tS r - -L N i “s ,o� z �� .e —.a "j E SIM .. 13 1 Z HALF SWITCHED El 16 13 � HALF SWITCHED 15 - �► T Y 14 '-13 N 4 O I x' 14 25 \2 INFO. ON DOOR OR _� ,„ ,O —,os 6' -101111, yi T / t SELF SWITCHED I WALL SCONCE 1 K 29 I I _ I 5 -1 4 -5 I I I 6' -0' 4 -0 ( ' � I SWRFCHED. E 1 m 15 13 4,40 THERMOSTAT In A.F.F. f I L ' �„ B ) � I � L LL y �� e ® I I O O O 19 25 lA o 8 . I. • �;a. r ® • iv X -104 FROM VALANCE TO CENTER OF BED 4' -0" FRAME & HEADBOARD X -300 X -107 SCALE: 3/8" = 1' -0" X -201 SCALE: 3/8" = 1' -0 ". DOUBLE SCORE Era DOORS BY MARTIN FROM SHEETROCK TO CENTER OF BED 4 -0" 0 -300 DOUBLE SCORE DOORS BY BY C.A. MARTIN (VERIFY) X -JU2A Rele 5 -2" 13 13 7 , -4 " GUESTROOM ELEVATION GUESTROOM ELEVATION SLOPE / EQ. / X -30 , SCALE: 3/8" = V-0" 11 2" RAISED BEAM ABOVE SCALE: 1/4" = 1' -0" 4/10/1990 10. 7. 40. A - 40A - ?. Awq 0 -400 5-2" SEE NOTE #4 FOR INFORMATION ON DOOR Sc SHUTTER PANELS 2 -10" '- CARPET BASE TYP. GUESTROOM ELEVATION CABINET OF BEAM F-- RAISED BEAM X -302 -10" / / 2 , -4 " � -4 . 2,_0" , 2' -0" GUESTROOM kfi VATION 0 SCALE: 3/8" = 1.-0" 10 -1 5 5 O SCALE: 3/8" = 1' -0" r � X -202 "M X -119b SCALE: 3/8" = 1' -0" GUESTROOM ELEVATION r X -102 i iii /aiiaii4 I 0 -302 I' ' 5' -0' GUESTROOM ELEVATION X -303 13 X -100 I 14 4 0 1:1[1 CIU 6' -10" ,O KING DELUXE SUITE O DIMENSIONAL CONTROL PLAN SCALE 3/8" = 1' -0" 0 -202 X -119b 115 -302 1 0 -303 X -116 20' - 2" 2' -4" 2' -2 " ?" 3' -4" 0 -123 X 102 DRAPERY POCKET X -303 X -302 X - O FURNITURE & ACCESSORIES SCALE: 1/4" = 1' - 0" 13' -0" 6' -10" 8/A409 N N 1L ,1 4 /`x.2 0 -111 X -105 0-113 X -307 = 0 -300 7 X -20 I • 5-104 0 -300 X -306 0 -107 . r i �► X-30 05 :` Walk X -400 0 -10 3/A409.2 0-207 2 3 / 0 -202A KING DELUXE SUITE a CARPET, PAD & BASE - OWNER FURNISHED, CONTRACTOR INSTALLED. E2 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. 0 STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. ® THRU -WALL AIR CONDITIONING UNIT. OWNER FURNISHED, CONTRACTOR INSTALLED, ROUGH OPENING 3' -6 1/8" x 1' -4 1/4" MIN, • GYPSUM BOARD FURR DOWN /CASED OPENING - REFER TO 8/A410 6 TEXTURED CONCRETE /HOLLOW CORE CEILING - REFER TO FINISH SCHEDULE. a TEXTURED DRYWALL CEILING - FURR DOWN FROM CONCRETE STRUCTURE - REFER TO FINISH SCHEDULE. ® DECORATIVE DRY VANITY, REFER TO 11/0412 ❑ 3/4" DIA. WHITE RUBBER "TACK" BUMPER ON THE DOOR FACES A O POINTS OF CONTACT BETWEEN EDGES OF DOORS AND WALL OR BATHTUB FACE. 10 DECORATIVE MEDEIUM DENSITY FIBERBOARD MOULDING - (MOF) - REFER TO 10/0412 11 METAL DOOR AND FRAME - PAINTED. REFER TO DOOR SCHEDULE. 1 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 & 8/0307 El DUPLEX OUTLET, 14 TELEVISION OUTLET. 15 TELEPHONE OUTLET. 16 LIGHT SWITCH. ILLUMINATED SWITCH AT ENTRY AND BATHROOM. El CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION. 18 CERAMIC TILE FLOOR. SEE 3/0412 FOR PATTERN. 19 ELECT. BOX W/ BLANK COVER, CONNECT WITH CONDIUT STUBBED OUT IN ATTIC FOR FUTURE USE. 20 CORIAN VANITY, TOP, EDGE, SPLASH & APRON COORD. ALL DIMENSIONS FOR CORIAN WITH CORIAN SHOP DRAWINGS 21 CORIAN TUB SURROUND - FULL HEIGHT. CONTRACTOR TO SCRIBE TO CEILING AND CORNERS. 22 POLISH PATE GLASS MIRROR. JOINT MIR ON MIRRO L R CLIPS - DO NOT ADHERE BUTT MIRROR TO WALL. ROR AT CORNERS. 23 CLOTHES ROD (O.F. /C.I.) REFER TO 10/0408. 24 PLUMBING SHAFT, 25 FLOOR MOUNTED DOOR STOPS. ADD DOOR STOPS TO CONNECTING DOOR ROOMS. SEE BUILDING PLAN FOR LOCATIONS. 26 2080 OUTLET. REFER TO ELECTRICAL PLANS FOR MORE INFO. EXTENDED STAY CABINET 28 SOUND BATT INSULATE ALL BATH CEILINGS. TOP FLOOR EXCLUDED. 29 GYPSUM BOARD FURR DOWN FOR EXHAUST VENT. P LIGHT FIXTURE TYPE E- 1 LIGHT FIXTURE TYPE Q LIGHT FIXTURE TYPE G LIGHT FIXTURE TYPE 0 KEY SCHEDULE fAcig 0- 0 fi 0 CC Z Z0 Z W Z W C I? i Z Q 3 CC W ▪ H z LLI z t , o w tN ZW N CC CD Z�x Z< e r Ha_z 0 5 C Vl A A A BID SET ■4 A409.2 Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840-9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: TYP.3rd FLOOR LOBBY SUITE TYPE"J" Revision: Sheet O Ro AUG ) 3 199E P ERABr Si1tS GENERAL NOTES SYMBOL SCHEDULE FURNITURE (Sc ACCESSORIES OWNER FURNISHED /CONTRACTOR INSTALLED 1. ELECTRICAL OUTLETS IN ADJACENT ROOMS OF THE SAME TYPE SHALL BE OFFSET A MAXIMUM OF 8" 2. REFER. TO BUILDING PLANS FOR LOCATION OE ,GUESTROOM TYPES. 3 ALL ITEMS NOTED WITH THE PREFIX "X" SHALL BE OWNER FURNISHED AND CONTRACTOR INSTALLED. UNLESS SPECIFICALLY NOTED OTHERWISE; ALL OTHER MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL HARD -WIRED LIGHTING FIXTURES ARE NOTED ON ENLARGED PLANS.. REFER TO LIGHTING FIXTURE SCHEDULE FOR OWNER PROVIDED ITEMS. 4. SEE ELECTRICAL DRAWINAS FOR COMPLETE ELECTRICAL INFORMATION. ( 6" x 16 GA. TAL I STRAP BLOCKIN IN WALL X -100 X -101 X -102 X -103 X -104 X -105 X -106 X -107 x -108 X -109 X - 110 X -111 X -112 X -113 X -114 X -115 0-116 X_119 DRESSER MIRROR - DRY VANITY MIRROR - FULL LENGTH NIGHTSTAND NIGHTSTAND DESK KING HEADBOARD KING MATTRESS, BOX SPRING AND BASE.', DOUBLE HEADBOARD DOUBLE MATTRESS, BOX SPRING AND BASE. RECLINER GUEST CHAIR DESK CHAIR SWIVEL -TILT CHAIR ARMOIRE END TABLE COFFEE TABLE SLEEPER SOFA 60022x30 17x39 18x68 20016022 16016x22 48x28030 7402402 5602402 34.5x60x24 X -200 ART - "WINDOW AT FARM" X -201 ART - "STRIPES & ROSES' X -202 ART - "FLORAL TEA TIME 5 -203 ART - "BLACKBERRIES & PLUMS X -204 ROOM NUMBER X -205 SMOKING /NON SMOKING SIGN (WHERE INDICATED ON SIGNAGE SCHEDULE) X -206 RATES & LAW CARD X -207 EVACUATION MAP X -300 SINGLE WALL LAMP X -301 DOUBLE WALL LAMP X -302 TABLE LAMP X -303 TELEVISION W/ LOCK DOWN SWIVEL 0 -304 MICROWAVE X -305 CLOCK. RADIO X -306 STANDARD TELEPHONE X -307 TELEPHONE W/ SPEAKER PHONE X -308 UNDER COUNTER REFRIGERATOR 28x34 28x34 28x44 16.5x27 WALL SECTION. REFR TO SHEET A 438. -411 SECTION. X -XX X O DOOR SYMBOL. REFER TO SHEET A 504. O WINDOW SYMBOL. REFER TO SHEET A 602. X ARCHITECTURAL NOTE. REFER TO KEY SCHEDULE. DETAILED PLAN. REFER TO REFERENCED SHEET. 6' -3" 1 ' -4 " 5 -1" fi 0" 9 -4" (FIRST FLOOR) 1, Rolltl - - - - -�- 1'- �7 s, X -102 \\ \ \ i o r .. ; ., 41 i ins II 3 3' - -Q 220 V. BE 1 SWITCH 8 16 15 13 1 t 9 "I ❑ ❑ 15 6' -0 1/2 1'- -9" 1'- " 6' -1 1/2" EQ. EQ. � [11 Q 13 4>° `\ Ni N 1 11121=10 i - s -;t i t I nil YJhI 11111! ®, / © \ } -' — 2t r � ,2 22_ 17 / ..° ,iI I I 14 1 1 r 6 " 1 4 � C ORRIDOR 3 -3 1/2" 15. -2,. 4,. 1 , 8 -0" (OTHER FLOORS) s i/z' •J 8.- 0 "- .(OTHER FLOORS) 9 -4" (FIRST FLOOR) 1, Rolltl - - - - -�- 11.Fvm." "9- / -3 16 k X -102 \\ \ \ i o AIM D - %iir X -302 X 203 300 - � 1 , 48" MAX. TYPICAL, � — X3030 t O Ni N 0-105 0 -305 x 100 n 19 0 13 1 I I 14 1 1 r 13 d 1 , 8 -0" (OTHER FLOORS) MEM RIM 7 X -101 13 D - „9 - ,Z X -200 • ,,,,,,,,•,,, ....... 0 -301 �� X -201 ' „0 1 ............... ` X-305 X- 03 t I X-108 m I K -108 0 X -109 b - .Z IL X -109 , R -,z KRrlr REFER TO SPRINKLER PLANS FOR LOCATION, X -204 ❑o C� CIO ❑C II O GUESTROOM CORRIDOR ELEVATION N 4,/10 /1998 10: 0'7 7 SECTION AT GUESTROOM ® FURR DOWN SCALE: 3` =1' -0" A -410 dwn SEALANT BOTH SIDES 5/8" GYP. BD. ON 3 5/8" MTL. STUDS 0 16" 0.C. SPRINKLER DEFLECTOR SPRINKLER LINE WOOD MOULDING 5/8" GYP. BD. ON 1 5/8" MTL. STUDS 16" 0.C. cv EQ. EQ NOTE: ALL FURNITURE SHALL HAVE TOUCH LATCHES OR U- SHAPED PULLS. Es \ FRAME & HEADBOARD 206 B " 3' -9 FRAME & HEADBOARD (0 5' -11" EQ. 7' -10" EQ. 12 / 2.-6" 3' -6" VALANCE w GUESTROOM ELEVATION INTERIOR ELEVATIONS SCALE: 3/8 " =1' -O" GUESTROOM ELEVATION GUESTROOM ELEVATION GUESTROOM ELEVATION -1 X -1 1 F 1' -6' FINISH X -103 0 - 301 I X -305 1n =KB_ NOTE; BED ON CASTERS X -109 X -109 , SEE A415 FOR ROLL-IN SHOWER INFORMATION 4/A 410 6/A 410 ®TYP. DOUBLE "B.F." GUESTROOM TYPE "C1" DIMENSIONAL CONTROL PLAN (TYPE "D" W/ ROLL -IN 1/4" = 1' -0" SHOWER SIM.) X -105 (qa , IL - X- 2203 11 X - 307 o 0 X -112 X -303 X -100 —x302 X -102 J 0 -300 \ r 7/A 410 'SEE A415 FOR ROLL -IN SHOWER INFORMATION 0 FIRST F SEE EXT. ELEVATIONS 15' -2" TYP. DOUBLE "B.F." GUESTROOM TYPE "C ". O FURNITURE & ACCESSORIES (TYPE "D" W/ ROLL -IN 1/4" = 1' -o" SHOWER SIM.) I 2" KEY SCHEDULE � 1 CARPET, STALLED, PAD & BASE - OWNER FURNISHED, CONTRACTOR IN DJ TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. a STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. ® THRU -WALL AIR CONDITIONING UNIT. OWNER FURNISHED, CONTRACTOR INSTALLED. GYPA410 SUM BOARD FURR DOWN /DRYWALL OPENING - REFER TO 8/ © TEXTURED CEILING - REFER TO FINISH SCHEDULE. 7❑ 24" GRAB BAR ® 36" GRAB BAR ❑9 42" GRAB BAR Ei DECORATIVE WOOD MOULDING - REFER TO 10 /A 412. METAL DOOR AND FRAME - PAINTED. REFER TO DOOR 11 SCHEDULE. 12 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 AND 8/A307. 1131 DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. T 4 TELEVISION OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 15 TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 11;1 LIGHT SWITCH. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. ILLUMINATED SWITCH AT ENTRY' AND BATHROOM 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION, 50 STC RATING MIN, 18 220 V. OUTLET. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION ELECTRICAL BOX WITH BLANK. COVER; CONNECT WITH 'CONDUIT ' STUBBED OUT IN ATTIC FOR FUTURE USE. U PLASTIC LAMINATE TOP AND SPLASH. 21 CLOTHES ROD (O.F. /C.I.) REFER TO 8/A408A, 22 FLOOR MOUNTED DOOR STOPS. ADD DOORSTOP TO CONNECTING DOOR ROOMS. SEE BUILDING PLAN FOR LOCATION. A A A a 0 LC 'Z Z 0 0 Z U W co z Q Z < J JA Y z Ui Z Sheet A410 $4' (- 11EGI �\ 11 I ARC / QA11v 0 'GOD STATE 5 WASI :NOTON BID SET Z wco W Z X 5 co {i- 0 < p < VJ Architecture / Planning/ Landscape Architecture 1111111P1111111111 ■A M1 III kiklE w o;a 4148 North' 48th Street Phoenix, Arizona 85018 FAX (602) -9469 Job// 97- 3004.01 Date: 4 -15-98 Sheet Description: TYPICAL BARRIER FREE DBL GUESTROOM `C` AND 'D''SIM Revision: o f Re�� f3F 496 1 3 1998 KRele X -204 X -205 EQ. ) REFER TO SPRINKLER PLANS FOR LOCATION GUESTROOM CORRIDOR ELEVATION 4/ 10/1998 10, 15 31 A -411. Aw, EFJ ro EQ. GUESTROOM 3 ELEVATION Mir EQ. 4' -O" ' -0 2 7' -10' THRU WALL A/C - -111=1■Milit0 ._ c ■i® �� 11111 I II11I1111iIU•11 33 El r U m FRAME & FRAME & HEADBOARD HEADBOARD --® F[1 X -2 13 o INTERIOR ELEVATIONS SCALE: 3/8 " =1' -0" VALANCE GUESTROOM ELEVATION NOTE: ALL FURNITURE SHALL HAVE TOUCH LATCHES OR U- SHAPED PULLS. GUESTROOM ELEVATION , GUESTROOM 5 ELEVATION iit+LTL' .121411MLR 1/2 SWITCHED 3' -3 1/2" 5' -7 1/2" CORRIDOR 15' -2" 11 - 4 1/2" 6' -0 1/2' "0" ® FIRST FLR.- SEE EXT. ELEVATIONS TYP. "B.F." KING 0 GUESTROOM TYPE "F" DIMENSIONAL CONTROL PLAN (TYPE "E" W/ TUB 1/4" = 1' -0" SEAT SIM.) :7/A 411 'SEE A414 FOR TUB W /SEAT INFORMATION TYP. "B.F." KING GUESTROOM TYPE "F" FURNITURE & ACCESSORIES (TYPE "E" W/ TUB 1/4" = 1' -0" SEAT SIM.) 1 ❑ 1 NSTALLED. C ARPET, PAD & BASE - OWNER FURNISHED, CONTRACTOR I U TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. ❑ STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE CONTRACT THRU -WALL OR AIINSTALLEDR CONDITIONING UNIT. OWNER FURNISHED, ❑ . GYPSUM 8/A410 BOARD FURR DOWN/DRYWALL OPENING - REFER TO El O TEXTURED CEILING - REFER TO FINISH SCHEDULE. ❑7 "U "TYPE GRAB BAR ® 2' -10" A.F.F. ® 36" GRAB BAR ❑9 42" GRAB BAR 10 DECORATIVE WOOD MOULDING - REFER TO 10 /A 412. METAL SCHEDULE DOOR AND FRAME - PAINTED. REFER TO DOOR 11 . GYPSUM 1 AND BOARD 8/A307 RETURN AT HEAD, JAMB & SILL - REFER 12 TO . FT] TELEVISION OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. T5 TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 1171 LIGHT SWITCH. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION, ILLUMINATED SWITCH AT ENTRY AND BATHROOM 17 SON E RATING MRS, SEE BUILDING PLAN FOR LOCATION. DI ME V N OUTLET. AND LO REF C ATION S. TO E LECTRICAL PLANS FOR 18 0 ELECTRICAL BOX WITH CLANK COVER: CONNECT WITH CONDUIT STUBBED OUT IN ATTIC FOR FUTURE USE. 20 PLASTIC LAMINATE TOP AND SPLASH. El CLOTHES ROD (0.F./C.I.) REFER TO 8/A408A. 22 FLOOR MOUNTED DOOR STOPS. ADD DOORSTOP TO CONNECTING DOOR ROOMS. SEE BUILDING PLAN FOR LOCATION. *SEE A414 FOR TUB W /SEAT INFORMATION KEY SCHEDULE DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. A A Sheet A411 BID SIT Architecture/ Planning' Landscape Architecture 4148 North 46th Street Phoenix, Arizona 85018 (802) 840 -2795 FAX (602) 840 -9469 Jobfl 97- 3004,01 Date: 4 -15-98 Sheet Description: TYPICAL BARRIER FREE KING GUESTROOM 'F' AND 'E` SIM. Revision: CIITVOF AUG 1 3' 1999 PERMJT CENTER Shts. GENERAL NOTES SYMBOL SCHEDULE FURNITURE & ACCESSORIES OWNER FURNISHED /CONTRACTOR INSTALLED 1. 2. 3. 4. ELECTRICAL OUTLETS IN ADJACENT ROOMS OF THE SAME TYPE SHALL BE OFFSET A MAXIMUM OF 6 REFER TO LOCATION ,BUILDING PLANS FOR LOCATIO, OF GUESTROOM TYPES. ALL ITEMS'NOTED WITH THE PREFIX "X" SHALL BE OWNER. FURNISHED AND CONTRACTOR INSTALLED. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL OTHER MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE. CONTRACTOR. ALL HARD -WIRED LIGHTING FIXTURES ARE NOTED ON ENLARGED PLANS. REFER TO LIGHTING FIXTURE SCHEDULE FOR OWNER .PROVIDED ITEMS. SEE ELECTRICAL PLANS. FOR COMPLETE ELECTRICAL INFORMATION. I I 6" x 16 GA. METAL STRAP BLOCKING IN WALL X -100 X -101 X -102 X -103 X -104 X -105 X -106 X -107 X -108 X -109 X -110 X -111 X -112 X -113 0 -114 X -115 X -116 X -119 DRESSER MIRROR DRY VANITY MIRROR - FULL LENGTH NIGHTSTAND NIGHTSTAND DESK KING HEADBOARD KING MATTRESS, BOX SPRING AND BASE. DOUBLE HEADBOARD DOUBLE MATTRESS, BOX SPRING AND BASE. RECLINER GUEST CHAIR DESK CHAIR SWIVEL -TILT CHAIR ARMOIRE END TABLE COFFEE TABLE SLEEPER SOFA 60x22x30 17x39 18x68 20x16x22 16x16x22 48x28x30 74x2422 56x24x2 34.5x60x24 X -200 X-201 X -202 X -203 X -204 X -205 X -206 X -207 X -300 X -301 X -302 X -303 X -304 X -305 X -306 X -307 X -308 ART - "WINDOW AT FARM" ART - "STRIPES & ROSES" ART - "FLORAL TEA TIME" ART - "BLACKBERRIES & PLUMS" ROOM NUMBER SMOKING /NON SMOKING SIGN (WHERE INDICATED ON SIGNAGE SCHEDULE) RATES & LAW CARD EVACUATION MAP SINGLE WALL LAMP DOUBLE WALL LAMP TABLE LAMP TELEVISION W/ LOCK DOWN SWIVEL MICROWAVE CLOCK RADIO STANDARD TELEPHONE TELEPHONE W/ SPEAKER PHONE UNDER COUNTER REFRIGERATOR 28x34 28x34 28x44 16.5x27 WALL SECTION. © REFR TO SHEET A 438. -- SECTION. X -XX O DOOR SYMBOL. REFER TO SHEET A 504. OX WINDOW SYMBOL. REFER TO SHEET A 602. ARCHITECTURAL NOTE. I X I REFER TO KEY SCHEDULE. e DETAILED PLAN. REFER TO REFERENCED SHEET. KRele X -204 X -205 EQ. ) REFER TO SPRINKLER PLANS FOR LOCATION GUESTROOM CORRIDOR ELEVATION 4/ 10/1998 10, 15 31 A -411. Aw, EFJ ro EQ. GUESTROOM 3 ELEVATION Mir EQ. 4' -O" ' -0 2 7' -10' THRU WALL A/C - -111=1■Milit0 ._ c ■i® �� 11111 I II11I1111iIU•11 33 El r U m FRAME & FRAME & HEADBOARD HEADBOARD --® F[1 X -2 13 o INTERIOR ELEVATIONS SCALE: 3/8 " =1' -0" VALANCE GUESTROOM ELEVATION NOTE: ALL FURNITURE SHALL HAVE TOUCH LATCHES OR U- SHAPED PULLS. GUESTROOM ELEVATION , GUESTROOM 5 ELEVATION iit+LTL' .121411MLR 1/2 SWITCHED 3' -3 1/2" 5' -7 1/2" CORRIDOR 15' -2" 11 - 4 1/2" 6' -0 1/2' "0" ® FIRST FLR.- SEE EXT. ELEVATIONS TYP. "B.F." KING 0 GUESTROOM TYPE "F" DIMENSIONAL CONTROL PLAN (TYPE "E" W/ TUB 1/4" = 1' -0" SEAT SIM.) :7/A 411 'SEE A414 FOR TUB W /SEAT INFORMATION TYP. "B.F." KING GUESTROOM TYPE "F" FURNITURE & ACCESSORIES (TYPE "E" W/ TUB 1/4" = 1' -0" SEAT SIM.) 1 ❑ 1 NSTALLED. C ARPET, PAD & BASE - OWNER FURNISHED, CONTRACTOR I U TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. ❑ STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE CONTRACT THRU -WALL OR AIINSTALLEDR CONDITIONING UNIT. OWNER FURNISHED, ❑ . GYPSUM 8/A410 BOARD FURR DOWN/DRYWALL OPENING - REFER TO El O TEXTURED CEILING - REFER TO FINISH SCHEDULE. ❑7 "U "TYPE GRAB BAR ® 2' -10" A.F.F. ® 36" GRAB BAR ❑9 42" GRAB BAR 10 DECORATIVE WOOD MOULDING - REFER TO 10 /A 412. METAL SCHEDULE DOOR AND FRAME - PAINTED. REFER TO DOOR 11 . GYPSUM 1 AND BOARD 8/A307 RETURN AT HEAD, JAMB & SILL - REFER 12 TO . FT] TELEVISION OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. T5 TELEPHONE OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. 1171 LIGHT SWITCH. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION, ILLUMINATED SWITCH AT ENTRY AND BATHROOM 17 SON E RATING MRS, SEE BUILDING PLAN FOR LOCATION. DI ME V N OUTLET. AND LO REF C ATION S. TO E LECTRICAL PLANS FOR 18 0 ELECTRICAL BOX WITH CLANK COVER: CONNECT WITH CONDUIT STUBBED OUT IN ATTIC FOR FUTURE USE. 20 PLASTIC LAMINATE TOP AND SPLASH. El CLOTHES ROD (0.F./C.I.) REFER TO 8/A408A. 22 FLOOR MOUNTED DOOR STOPS. ADD DOORSTOP TO CONNECTING DOOR ROOMS. SEE BUILDING PLAN FOR LOCATION. *SEE A414 FOR TUB W /SEAT INFORMATION KEY SCHEDULE DUPLEX OUTLET. REFER TO FLOOR PLANS AND ELEVATIONS FOR DIMENSIONS AND LOCATION. A A Sheet A411 BID SIT Architecture/ Planning' Landscape Architecture 4148 North 46th Street Phoenix, Arizona 85018 (802) 840 -2795 FAX (602) 840 -9469 Jobfl 97- 3004,01 Date: 4 -15-98 Sheet Description: TYPICAL BARRIER FREE KING GUESTROOM 'F' AND 'E` SIM. Revision: CIITVOF AUG 1 3' 1999 PERMJT CENTER Shts. SCALE: 6 " =1' -0" 9 1/8" 5/8" WATER RESISTANT GYP. BOARD. CORAIN SURROUND (O.F. /C.I.) CONTRACTOR TO SCRIBE TO CEILING METAL STUD (SIZE VARIES - SEE PLAN) SEALANT TO MATCH CORIAN (O.F. /C.I.) 1x4 FIRE TREATED WOOD LEDGE BATHTUB TUB DETAIL @ 12 NON— COMBUST. PARTITION 0 VANITY COUNTER DIMENSIONS SCALE: 3/4 " =1' -0" NOTE: PROVIDE STRAP BLOCKING FOR IRONING BOARD BRACKET TYPICAL DETAIL FOR FOR ALL GUEST ROOM TYPES U.N.O. 15 CLOSET ELEVATION SCALE: 1/2 " =1' -0" LAVATORY MIRROR MOUNTED r ABV. BACKSPLASH CORIAN TOP, BACK AND SIDESPLASH CAULK CORIAN JOINTS W/ CAULK TO MATCH 2.4 BRACING 1x2 BRACING 2x4 BRACING NOTCH TO ALLOW BOWL OVERFLOW TISSUE DISPENSER A/B GRADE PLYWOOD APRON, (C.F. /C.I.) PAINT GRADE "A" SIDE OUT. FINISH AS PER FINISH SCHEDULE LAVATORY SECTION OO AT GUESTROOM SCALE: 1"=1'-0" SCALE: 3 " =1' -0" 1/2 WOOD MOULDING DETAIL SCALE: FULL SCALE CI DIMENSIONS AT CLOSET SCALE: 3/8 " =1' -0" CORIAN TOP AND 3 1/2" SPLASH PENCIL EDGE CONT. WOOD BLOCKING 0 DRY VANITY SECTION 3/4" A/B PLYWOOD TO MATCH TOP CURVE RADIUS. "A SIDE OUT. FINISH AS PER FINISH SCHEDULE. it 5 2' -10 1/2" 3' -10 3/4" ' -7 3/4 c4+ c�+ w (i t GUESTBATH ELEVATION EQ. EQ. GUESTBATH ELEVATION CORIAN TRIM PIECES ® GUESTBATH ELEVATION UTT JOINT pl • 7 3/4" S' -1 1/4" O GUESTBATH ELEVATION ® GUESTROOM ELEVATION INTERIOR ELEVATIONS SCALE: 3/8 " =1' -0" it s 00 sx FLO�IR MOUNTED DO OORR STOP TYPICAL DOUBLE BATHROOM YP DIMENSIONAL' CONTROL PLAN ROOM TYPE "A" 3/8" - 1' -0" TYPICAL DOUBLE BATHROOM BATH ACCESSORIES 3/8" = FLOOR MOUNTED DOOR STOP AT CONNECTING DOOR ROOMS ONLY 15' -2" ROOM TYPE "A" TYPICAL DOUBLE BATHROOM FLOOR TILE PATTERN ROOM TYPE "A" NOTE: VANITY COUNTER & DOORS NOT SHOWN FOR CLARITY. 3/8" = 1' -0" AVOID GREEN ACCENT 11LE ADJACENT TO THRESHOLD AND TUB. KEY SCHEDULE O CARINSTALLPET, ED P AD & BASE - OWNER FURNISHED, CONTRACTOR El TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. 0 STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. 4 THRU -WALL AIR CONDITIONING UNIT. OWNER FURNISHED, CONTRACTOR INSTALLED. (NOT SHOWN). ❑ GYPSUM BOARD FURR DOWN /CASED OPENING - REFER TO 5 8/A410. © TEXTURED CONCRETE /HOLLOW CORE CEILING - REFER TO FINISH SCHEDULE. a TEXTURED DRYWALL CEILING - FURR DOWN FROM CONCRETE STRUCTURE - REFER TO FINISH SCHEDULE. ® NOT USED I DOOR MOUNTED DOOR STOP 10 DECORATIVE WOOD MOULDING - REFER TO 10/A412 METAL DOOR AND FRAME - PAINTED. REFER TO DOOR i LLII l SCHEDULE. 12 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 & 8/8307 El DUPLEX OUTLE 14 TELEVISION OU ET. (NOT SHOWN). 15 TELEPHONE OU ET. (NOT SHOWN). 16 LIGHT SWITCH. LLUMINATED SWITCH AT ENTRY AND BATHROOM. 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION. El CERAMIC TILE FLOOR. SEE 3/A 408 FOR PATTERN. 19 DECORATIVE DRY VANITY - REFER TO 8; THIS SHEET. 2 0 CORIAN VANITY, TOP, EDGE, SPLASH & APRON - REFER TO 9; THIS SHEET. COORDINATE ALL DIMENSIONS FOR CORIAN WITH CORIAN SHOP DRAWINGS. CORIAN TUB SURROUND - FULL HEIGHT. CONTRACTOR TO SCRIBE 2 TO CEILING. 1 POLISHED PLATE GLASS MIRROR. BUTT JOINT MIRROR AT CORNERS. 23 CLOTHES ROD (0.F. /C.I.) REFER TO 8 /A408A. 24 PLUMBING SHAFT. 25 TYP. STRAP BLOCKING FOR HAIR DRYERS FOR ALL GUEST ROOMS TYPES U.N.O. (TYPICAL). P LIGHT FIXTURE TYPE SYMBOL SCHEDULE 6 X 16 GA. METAL STRAP BLOCKING IN WALL WALL SECTION. REFR TO SHEET A 438. X -Xx O SECTION. DOOR SYMBOL. REFER TO SHEET A 504. WINDOW SYMBOL. REFER TO SHEET A '602. ARCHITECTURAL NOTE. REFER TO KEY SCHEDULE. DETAILED PLAN, REFER TO REFERENCED SHEET. BATH ACCESSORIES AND NOTES OWNER FURNISHED AND CONTRACTOR INSTALLED UNLESS NOTED OTHERWISE 1611 TOILET PAPER HOLDER 1:=1 SHOWER CURTAIN ROD 8 3 18" TOWEL BAR 6 "016 GA. METAL BLOCKING REWIND REFER TO 4/A 412. B 4 DECORATIVE TOWEL SHELF; 6 "016 GA. METAL BLOCKING BEYOND REFER TO 6/A 412. n FACIAL TISSUE DISPENSER I ROBE HOOK ED SHOWER GRAB BAR (C.F. /C.I.) =1 HAIR DRYER irrgl IRON & BOARD BRACKET >- Q 0 1) cc Z ZW� Z cc VJ - - Q � -WCQ ZQ�li zF t Q w0 ZQ Za- .< 3 o Z U W Z 340 N A Sheet A412 GAMY D 1'000 STATE OF WASHINGTON 1310 56T ■IUISU■ •®U ®�■ 11111 11 6 ei Archecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: TYPICAL DOUBLE BATHROOM LAYOUT 'A' Revision: of tt. Q 4)1 5 , ) 3 1998 n BATH ACCESSORIES SPECIFICATION REFERENCE NOTES SURFACE MOUNTED IN 1AI TOILET! PAPER HOLDER M OFCI IB 21 SHOWER' CURTAIN ROD G OFCI 7 TOWEL BAR. 6 "X16GA METAL BLOCKING BEYOND REFER TO 4/A412 F ' OFCI BLOCKING BY GC lB 41DECORATIVE TOWEL SHELF. 6 "X16GA. METAL BLOCKING BEYOND REFER TO 4/A412 E OFCI BLOCKING BY GC IT - 61 FACIAL TISSUE DISPENSER C OFCI lB 61 ROBE HOOK D OFCI 122136" GRAB BAR. 6 "X16GA. METAL BLOCKING BEYOND REFER TO 4/A412 J CFCI BLOCKING BY GC frgl HAIR DRYER OFCI 9 IRON & BOARD BRACKET OFCI k i Pr IMMI 4. 411WAIII I O SYMBOL SCHEDULE WOOD OR 16 GA. METAL STRAP BLOCKING IN WALL WALL SECTION. REFR TO SHEET A 438. SECTION. x -XX X O DOOR SYMBOL. REFER TO SHEET A 504. O WINDOW SYMBOL. X REFER TO SHEET A 602. ARCHITECTURAL NOTE. REFER TO KEY SCHEDULE. DETAILED PLAN. REFER TO REFERENCED SHEET. MKry,,ki UB DETAIL @ 1 NON— COMBUST. PARTITION SCALE: 6 " =1' -0" VANITY COUNTER DIMENSIONS SCALE: 3/4 " =1' -0 4 !In /NR 10' YP. A..1 5/8" WATER RESISTANT GYP. BOARD. CORAIN SURROUND (O.F. /C.I.) CONTRACTOR TO SCRIBE TO CEILING METAL STUD (SIZE VARIES - SEE PLAN) SEALANT TO MATCH CORIAN (O.F. /C.I.) 1x4 ARE TREATED WOOD LEDGE BATHTUB a 417 - 1. nw„ LAVATORY MIRROR MOUNTED 1" ABOVE BACKSPLASH CORIAN TOP, BACK AND SIDESPLASH. CAULK CORIAN JOINTS W/ CAULK TO MATCH 2x4 BRACING 1x2 BRACING 2x4 BRACING NOTCH TO ALLOW BOWL OVERFLOW TISSUE DISPENSER LAVATORY SECTION O AT GUESTROOM SCALE: 1 " =1' -0" WOOD MOULDING DETAIL SCALE: FULL SCALE DRY VANITY SECTION SCALE: 3 " =1' -0" A/B GRADE PLYWOOD APRON, (C.F. /C.I.) PAINT GRADE "A" SIDE OUT. FINISH AS PER FINISH SCHEDULE CORIAN TOP AND 3 1/2" SPLASH PENCIL EDGE SCRIBE CORIAN TO CEILING & CORNERS 3/4" A/B PLYWOOD TO MATCH TOP CURVE RADIUS. "A SIDE OUT. FINISH AS PER FINISH SCHEDULE. CONT. WOOD BLOCKING 2' -9 1/2" 3' -8" '- 1 1/2 ® GUESTBATH ELEVATION SCRIBE CORIAN TO CEILING & CORNERS CENTER TRIM PIECE FOR CORIAN SURFACE APPLIED O ¢_ io i'g'. o N N =. \ EQ. 1/2" 1' -11 1/2" SCALE: 3/8 " =1' -0" 3 18 I is'/ ® GUESTBATH ELEVATION CORIAN TRIM PIECES\ \_ , r 8 ~ir I I /li a © GUESTBATH ELEVA ION EQ (P 21 0 Q 4' -6 1/2" 2 -3" 5' -6 1/2" 2' -10 1/2" 2 r BUTT JOINT ® GUESTBATH ELEVATION ® NOT USED INTERIOR ELEVATIONS SCRIBE CORIAN TO CEILING CORNERS BATHROOM @ MECH. SHAFT (-.) DIMENSIONAL CONTROL PLAN ROOM TYPE "B" 3/8" 1' -0" V NOTE: START WHITE TIL4 :. AT THESE I TWO LINES FLOOR TILE PATTERN 3/8" = 1' -0" • 11 BATHROOM @ MECH. SHAFT BATH ACCESSORIES 3/8 6 , -0 „ ROOM TYPE "B" / CUT-y \ /oO /s \ / START HERE WITH WHITE TIL CENTERED ON DOOR OPENING THRE BATHROOM @ MECH. SHAFT "OTE ROOM TYPE "B KEY SCHEDULE L f 1 CARPET, PAD & BASE - OWNER FURNISHED, CONTRACTOR J INSTALLED. E2 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. a STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. THRU -WALL AIR CONDITIONING UNIT. OWNER FURNISHED, 4 CONTRACTOR INSTALLED. (NOT SHOWN). GYPSUM BOARD FURR DOWN /CASED OPENING - REFER TO 8/A410 no TEXTURED CONCRETE /HOLLOW CORE CEILING - REFER TO FINISH SCHEDULE. a TEXTURED DRYWALL CEILING - FURR DOWN FROM CONCRETE STRUCTURE - REFER TO FINISH SCHEDULE. ® NOT USED ® DOOR MOUNTED DOOR STOP 10 DECORATIVE WOOD MOULDING - REFER TO 10/A412 1.771 METAL DOOR AND FRAME - PAINTED. REFER TO DOOR SCHEDULE. GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER 2 t3±-1 TO 1,3 & 8/A307 El DUPLEX OUTLET. 14 TELEVISION OUTLET. (NOT SHOWN). 15 TELEPHONE OUTLET. (NOT SHOWN). 16 LIGHT SWITCH. ILLUMINATED SWITCH AT ENTRY AND BATHROOM. 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION. EI CERAMIC TILE FLOOR. SEE 3/A 408 FOR PATTERN. El DECORATIVE DRY VANITY - REFER TO 8; THIS SHEET. 1±.Y1 CORIAN VANITY. TOP, EDGE, SPLASH & APRON - REFER TO 9; THIS SHEET. COORDINATE ALL DIMENSIONS FOR CORIAN W1TH CORIAN SHOP DRAWINGS. COR ING TUB A SUR ND CORNEROUND RS - FULL HEIGHT. CONTRACTOR TO SCRIBE 21 TO 22 POLISHED PLATE GLASS MIRROR. BUTT JOINT MIRROR AT CORNERS. 23 CLOTHES ROD (O.F. /GI.) REFER TO 8/A408. 24 PLUMBING SHAFT. Ej TOP. STRAP BLOCKING FOR HAIR DRYERS FOR ALL GUEST ROOMS TYPES U.N.O.. (TYPICAL) P LIGHT FIXTURE TYPE O LIGHT FIXTURE TYPE E -I LIGHT FIXTURE TYPE G LIGHT FIXTURE TYPE pqg' OUR( VANITY COUNTER & DOORS NOT SHOWN FOR, CLARITY. AVOID GREEN ACCENT TILE ADJACENT TO THRESHOLD AND TUB. PROVIDE CAULK JOINT AT THRESHOLD TO THIS TRANSITION POINT OFCI OWNER FURNISHED CONTRACTOR NSTALLED CFCI - CONTRACTOR FURNISHED CONTRACTOR INSTALLED Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: SPECIAL BATHROOM LAYOUT • MECHANICAL SHAFT Revision: 0 A A A Q 4 0 CC Z Z 00 W I— W z > 0 4 J W Z Sheet. A412.1 REGIS ARCHI GARY 0 TODD STATE OF WASHINGTON HO SET • w co co Z � x zaI- � W O • a- 2 5 c 0 W to ■.'.... ®111!1■U■ ■I PI III .I 41 Mrlt: Architecture / Planning/ Landscape Architecture 4148 North 48th Street Phoenix. Arizona 85018 (602) 840 -2995 FAX (602) 840 -9469 LAVATORY MIRROR MOUNTED 1" ABOVE BACKSPLASH CORIAN TOP, BACK AND SIDESPLASH. CAULK CORIAN JOINTS W/ CAULK TO MATCH 6 "x 16 GA. METAL STRAP BLOCKING 2x4 BRACING h2 BRACING 2x4 BRACING NOTCH TO ALLOW BOWL OVERFLOW TISSUE DISPENSER LAVATORY SECTION OO AT GUESTROOM SCALE: 1 " =1' -0" NOT USED A/B GRADE PLYWOOD — APRON, (C F. /C.I) PAINT GRADE "A" SIDE OUT. FINISH AS PER FINISH SCHEDULE 5' -7 1/2 1 RECESS DETAIL SCALE' 3/4 "= 1' -0" 14 9/16" MKaminski .4/10/98 10:50 AM A-- 413.dwg SEE SHEET A705, FOR CABINET /MILLWORK DETAILS FIELD MEASURE & CUT 3/16" R 1 2 TUB DETAIL @ NON — CONBUST. PARTITION 6 =1' -0" 2' -1 1 /4" 1' -4 1 /4" 2' -6 1/2" VANITY COUNTER DIMENSIONS SCALE: 3/4 " =1' -0" - 5/8" WATER RESISTANT GYP. BOARD. - CORAIN SURROUND (O.F. /C.I.) CONTRACTOR TO SCRIBE TO CEILING METAL STUD (SIZE VARIES SEE PLAN) SEALANT TO MATCH CORIAN (O.F. /C.I.) 1x4 FIRE TREATED WOOD LEDGE BATHTUB OPEN ABOVE BATHROOM CEIL EXISTING DOOR FRAME CORIAN PIECES II , i 2' -3 1 2" mm mll i ll ili 1 ' -0 1/2 3' -7 2 -9 1 2 ® Il GUESTBATH ELEVATION GUESTBATH ELEVATION R2 / / %i1�Y gIIwI '® es 1 2" 3' -10 3 4" 1 -7 3 NOT USED INTERIOR ELEVATIONS SCALE: 3/8 " =l' -0" 5' -7 1/2" 3' -3 1/2" 8,". 1 TYPICAL KING BATHROOM DIMENSIONAL CONTROL PLAN R OOM TYPE 3/8" = 6' -0 1/2" 3' -5 1/2" FLOOR MOUNTED DOOR STOP AT CONNECTING DOOR ROOMS ONLY 3' -11 1/2" 15' -2" 15' -2 9' -6 1/2" OF SINK 5 -1 7/8" 6' -0 1/2" 7-5 ,, 1.-7 1 /8 " - 3,1 (14° 1 i�2' -53/4 TYPICAL KING BATHROOM BATH ACCESSORIES ROOM TYPE "B" ROOM TYPE "O" SIM. 3 / 6 " = 1' -0"A NOTE VANITY COUNTER & DOORS NOT SHOWN FOR CLARITY AVOID GREEN, ACCENT TILE ADJACENT TO THRESHOLD AND TUB. ® TYPICAL KING BATHROOM FLOOR TILE PATTERN ROOM TYPE "B" 3/8" 1' -0" ROOM TYPE "G" SIM. VV O Q KEY SCHEDULE a INSTA CARPET, LLED. PAD & BASE - OWNER FURNISHED, CONTRACTOR 02 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. STRUCTURAL FINISH SCHEDULE. MASONRY - REFER TO WALL SECTION AND THRU -WALL CONTRACTOR AIR INSTALLED. CONDITIONING (NOT UNIT. SHOWN). OWNER FURNISHED, ® GYPSUM /A410. BOARD, FURR DOWN /CASED OPENING - REFER TO 8 © TEXTURED FINISH SCHEDUL CONC RETE/HOLLOW CORE CEILING - REFER TO TEXTURED DRYWALL CEILING - FURR DOWN FROM CONCRETE STRUCTURE - REFER TO FINISH SCHEDULE. ® 2 1/2" WALL Q9 DOOR MOUNTED DOOR STOP 10 DECORATIVE WOOD MOULDING - REFER TO 10/A412 11 METSCHAL EDUDOLEOR AND FRAME - PAINTED. REFER TO DOOR 12 G TO YPSUM 1,3 & 8/ BOARD 5307 RETURN AT HEAD, JAMB & SILL - REFER 13 DUPLEX OUTLET. 14 TELEVISION OUTLET, (NOT SHOWN). 15 TELEPHONE OUTLET. (NOT SHOWN). El LIGHT SWITCH. ILLUMINATED SWITCH AT ENTRY AND BATHROOM. 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION. 18 CERAMIC TILE FLOOR. SEE 3/A 408 FOR PATTERN. 19 DECORATIVE DRY VANITY - REFER TO 8; THIS SHEET. 20 R COIAN VANITY, TOP, EDGE, PSH &APRON - o• Tu1C V SH N J1, UeTG S I LA n111 CAIC�n ONFOR REFER T0 CORIAN WIN 21 CORIA LI TUNG B SURROUND - FULL 'HEIGHT. CONTRACTOR TO SCRIBE TO 22 POLISHED PLATE CLASS MIRROR. BUTT JOINT MIRROR AT,CORNERS. 23 CLOTHES ROD O.F. /C.I.) REFER TO 8 /A408A. 24 PLUMBING SHAFT 25 TYP STRAP BLOCKING FOR HAIR' DRYERS FOR ALL GUEST ROOMS TYPES U.N.O. (TYPICAL) P LIGHT FIXTURE TYPE 'CORIAN SHOP DRAWINGS. BATH ACCESSORIES AND NOTES OWNER FURNISHED AND CONTRACTOR INSTALLED UNLESS NOTED OTHERWISE ED TOILET PAPER HOLDER SHOWER CURTAIN ROD B 3 8" WEL 6 1 X16 TO GA. METAL BLOCKING BEYOND REFER TO 4/A 412. B 4 DECORATIVE TOWEL SHELF. 6 "X16 GA: METAL BLOCKING BEYOND REFER TO 6/A 412. ED FACIAL TISSUE DISPENSER ROBE HOOK B 7 SHOWER GRAB' BAR (C.F. /C.I.) HAIR DRYER ED IRON & BOARD BRACKET ID I SYMBOL SCHEDULE 6 x 16 GA, METAL STRAP BLOCKING IN WALL WALL SECTION, REFR TO SHEET A 438. SECTION. X -XX O DOOR SYMBOL. REFER TO SHEET A 504, O WINDOW SYMBOL. REFER TO SHEET A 602, ARCHITECTURAL NOTE. REFER TO KEY SCHEDULE., DETAILED PLAN. REFER TO REFERENCED SHEET. Et Nqoti,( TYPICAL_ KING BATHROOM BATH ACCESSORIES Roots TYPE ROOM TYPE 3/8" = 1' -0" ✓t 4148 North 48th Street Phoenix, Arizona 85018 FAX 840-295 Job# 97- 300401 Date: 4 -15-98 Sheet Description: TYPICAL KING BATHROOM LAYOUT 'B" AND '0" SIM. Revision: 0 z 00 Z Q 1— 't' CO W ( z d d -J CC W Z U Sheet A413 BID SET Architect, Planning / Landsca Architecture of L AS M± Cgd4 AUG 1 3 1998 PER MIT CE KrER Shts. .c_. splp , , 2117-1 ill LAVATORY MIRROR MOUNTED 1" ABOVE BACKSPLASH CORIAN TOP, BACK AND SIDESPLASH. CAULK CORIAN JOINTS W/ CAULK TO MATCH 6 "x 16 GA. METAL STRAP BLOCKING 2x4 BRACING h2 BRACING 2x4 BRACING NOTCH TO ALLOW BOWL OVERFLOW TISSUE DISPENSER LAVATORY SECTION OO AT GUESTROOM SCALE: 1 " =1' -0" NOT USED A/B GRADE PLYWOOD — APRON, (C F. /C.I) PAINT GRADE "A" SIDE OUT. FINISH AS PER FINISH SCHEDULE 5' -7 1/2 1 RECESS DETAIL SCALE' 3/4 "= 1' -0" 14 9/16" MKaminski .4/10/98 10:50 AM A-- 413.dwg SEE SHEET A705, FOR CABINET /MILLWORK DETAILS FIELD MEASURE & CUT 3/16" R 1 2 TUB DETAIL @ NON — CONBUST. PARTITION 6 =1' -0" 2' -1 1 /4" 1' -4 1 /4" 2' -6 1/2" VANITY COUNTER DIMENSIONS SCALE: 3/4 " =1' -0" - 5/8" WATER RESISTANT GYP. BOARD. - CORAIN SURROUND (O.F. /C.I.) CONTRACTOR TO SCRIBE TO CEILING METAL STUD (SIZE VARIES SEE PLAN) SEALANT TO MATCH CORIAN (O.F. /C.I.) 1x4 FIRE TREATED WOOD LEDGE BATHTUB OPEN ABOVE BATHROOM CEIL EXISTING DOOR FRAME CORIAN PIECES II , i 2' -3 1 2" mm mll i ll ili 1 ' -0 1/2 3' -7 2 -9 1 2 ® Il GUESTBATH ELEVATION GUESTBATH ELEVATION R2 / / %i1�Y gIIwI '® es 1 2" 3' -10 3 4" 1 -7 3 NOT USED INTERIOR ELEVATIONS SCALE: 3/8 " =l' -0" 5' -7 1/2" 3' -3 1/2" 8,". 1 TYPICAL KING BATHROOM DIMENSIONAL CONTROL PLAN R OOM TYPE 3/8" = 6' -0 1/2" 3' -5 1/2" FLOOR MOUNTED DOOR STOP AT CONNECTING DOOR ROOMS ONLY 3' -11 1/2" 15' -2" 15' -2 9' -6 1/2" OF SINK 5 -1 7/8" 6' -0 1/2" 7-5 ,, 1.-7 1 /8 " - 3,1 (14° 1 i�2' -53/4 TYPICAL KING BATHROOM BATH ACCESSORIES ROOM TYPE "B" ROOM TYPE "O" SIM. 3 / 6 " = 1' -0"A NOTE VANITY COUNTER & DOORS NOT SHOWN FOR CLARITY AVOID GREEN, ACCENT TILE ADJACENT TO THRESHOLD AND TUB. ® TYPICAL KING BATHROOM FLOOR TILE PATTERN ROOM TYPE "B" 3/8" 1' -0" ROOM TYPE "G" SIM. VV O Q KEY SCHEDULE a INSTA CARPET, LLED. PAD & BASE - OWNER FURNISHED, CONTRACTOR 02 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. STRUCTURAL FINISH SCHEDULE. MASONRY - REFER TO WALL SECTION AND THRU -WALL CONTRACTOR AIR INSTALLED. CONDITIONING (NOT UNIT. SHOWN). OWNER FURNISHED, ® GYPSUM /A410. BOARD, FURR DOWN /CASED OPENING - REFER TO 8 © TEXTURED FINISH SCHEDUL CONC RETE/HOLLOW CORE CEILING - REFER TO TEXTURED DRYWALL CEILING - FURR DOWN FROM CONCRETE STRUCTURE - REFER TO FINISH SCHEDULE. ® 2 1/2" WALL Q9 DOOR MOUNTED DOOR STOP 10 DECORATIVE WOOD MOULDING - REFER TO 10/A412 11 METSCHAL EDUDOLEOR AND FRAME - PAINTED. REFER TO DOOR 12 G TO YPSUM 1,3 & 8/ BOARD 5307 RETURN AT HEAD, JAMB & SILL - REFER 13 DUPLEX OUTLET. 14 TELEVISION OUTLET, (NOT SHOWN). 15 TELEPHONE OUTLET. (NOT SHOWN). El LIGHT SWITCH. ILLUMINATED SWITCH AT ENTRY AND BATHROOM. 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION. 18 CERAMIC TILE FLOOR. SEE 3/A 408 FOR PATTERN. 19 DECORATIVE DRY VANITY - REFER TO 8; THIS SHEET. 20 R COIAN VANITY, TOP, EDGE, PSH &APRON - o• Tu1C V SH N J1, UeTG S I LA n111 CAIC�n ONFOR REFER T0 CORIAN WIN 21 CORIA LI TUNG B SURROUND - FULL 'HEIGHT. CONTRACTOR TO SCRIBE TO 22 POLISHED PLATE CLASS MIRROR. BUTT JOINT MIRROR AT,CORNERS. 23 CLOTHES ROD O.F. /C.I.) REFER TO 8 /A408A. 24 PLUMBING SHAFT 25 TYP STRAP BLOCKING FOR HAIR' DRYERS FOR ALL GUEST ROOMS TYPES U.N.O. (TYPICAL) P LIGHT FIXTURE TYPE 'CORIAN SHOP DRAWINGS. BATH ACCESSORIES AND NOTES OWNER FURNISHED AND CONTRACTOR INSTALLED UNLESS NOTED OTHERWISE ED TOILET PAPER HOLDER SHOWER CURTAIN ROD B 3 8" WEL 6 1 X16 TO GA. METAL BLOCKING BEYOND REFER TO 4/A 412. B 4 DECORATIVE TOWEL SHELF. 6 "X16 GA: METAL BLOCKING BEYOND REFER TO 6/A 412. ED FACIAL TISSUE DISPENSER ROBE HOOK B 7 SHOWER GRAB' BAR (C.F. /C.I.) HAIR DRYER ED IRON & BOARD BRACKET ID I SYMBOL SCHEDULE 6 x 16 GA, METAL STRAP BLOCKING IN WALL WALL SECTION, REFR TO SHEET A 438. SECTION. X -XX O DOOR SYMBOL. REFER TO SHEET A 504, O WINDOW SYMBOL. REFER TO SHEET A 602, ARCHITECTURAL NOTE. REFER TO KEY SCHEDULE., DETAILED PLAN. REFER TO REFERENCED SHEET. Et Nqoti,( TYPICAL_ KING BATHROOM BATH ACCESSORIES Roots TYPE ROOM TYPE 3/8" = 1' -0" ✓t 4148 North 48th Street Phoenix, Arizona 85018 FAX 840-295 Job# 97- 300401 Date: 4 -15-98 Sheet Description: TYPICAL KING BATHROOM LAYOUT 'B" AND '0" SIM. Revision: 0 z 00 Z Q 1— 't' CO W ( z d d -J CC W Z U Sheet A413 BID SET Architect, Planning / Landsca Architecture of L AS M± Cgd4 AUG 1 3 1998 PER MIT CE KrER Shts. splp LAVATORY MIRROR MOUNTED 1" ABOVE BACKSPLASH CORIAN TOP, BACK AND SIDESPLASH. CAULK CORIAN JOINTS W/ CAULK TO MATCH 6 "x 16 GA. METAL STRAP BLOCKING 2x4 BRACING h2 BRACING 2x4 BRACING NOTCH TO ALLOW BOWL OVERFLOW TISSUE DISPENSER LAVATORY SECTION OO AT GUESTROOM SCALE: 1 " =1' -0" NOT USED A/B GRADE PLYWOOD — APRON, (C F. /C.I) PAINT GRADE "A" SIDE OUT. FINISH AS PER FINISH SCHEDULE 5' -7 1/2 1 RECESS DETAIL SCALE' 3/4 "= 1' -0" 14 9/16" MKaminski .4/10/98 10:50 AM A-- 413.dwg SEE SHEET A705, FOR CABINET /MILLWORK DETAILS FIELD MEASURE & CUT 3/16" R 1 2 TUB DETAIL @ NON — CONBUST. PARTITION 6 =1' -0" 2' -1 1 /4" 1' -4 1 /4" 2' -6 1/2" VANITY COUNTER DIMENSIONS SCALE: 3/4 " =1' -0" - 5/8" WATER RESISTANT GYP. BOARD. - CORAIN SURROUND (O.F. /C.I.) CONTRACTOR TO SCRIBE TO CEILING METAL STUD (SIZE VARIES SEE PLAN) SEALANT TO MATCH CORIAN (O.F. /C.I.) 1x4 FIRE TREATED WOOD LEDGE BATHTUB OPEN ABOVE BATHROOM CEIL EXISTING DOOR FRAME CORIAN PIECES II , i 2' -3 1 2" mm mll i ll ili 1 ' -0 1/2 3' -7 2 -9 1 2 ® Il GUESTBATH ELEVATION GUESTBATH ELEVATION R2 / / %i1�Y gIIwI '® es 1 2" 3' -10 3 4" 1 -7 3 NOT USED INTERIOR ELEVATIONS SCALE: 3/8 " =l' -0" 5' -7 1/2" 3' -3 1/2" 8,". 1 TYPICAL KING BATHROOM DIMENSIONAL CONTROL PLAN R OOM TYPE 3/8" = 6' -0 1/2" 3' -5 1/2" FLOOR MOUNTED DOOR STOP AT CONNECTING DOOR ROOMS ONLY 3' -11 1/2" 15' -2" 15' -2 9' -6 1/2" OF SINK 5 -1 7/8" 6' -0 1/2" 7-5 ,, 1.-7 1 /8 " - 3,1 (14° 1 i�2' -53/4 TYPICAL KING BATHROOM BATH ACCESSORIES ROOM TYPE "B" ROOM TYPE "O" SIM. 3 / 6 " = 1' -0"A NOTE VANITY COUNTER & DOORS NOT SHOWN FOR CLARITY AVOID GREEN, ACCENT TILE ADJACENT TO THRESHOLD AND TUB. ® TYPICAL KING BATHROOM FLOOR TILE PATTERN ROOM TYPE "B" 3/8" 1' -0" ROOM TYPE "G" SIM. VV O Q KEY SCHEDULE a INSTA CARPET, LLED. PAD & BASE - OWNER FURNISHED, CONTRACTOR 02 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. STRUCTURAL FINISH SCHEDULE. MASONRY - REFER TO WALL SECTION AND THRU -WALL CONTRACTOR AIR INSTALLED. CONDITIONING (NOT UNIT. SHOWN). OWNER FURNISHED, ® GYPSUM /A410. BOARD, FURR DOWN /CASED OPENING - REFER TO 8 © TEXTURED FINISH SCHEDUL CONC RETE/HOLLOW CORE CEILING - REFER TO TEXTURED DRYWALL CEILING - FURR DOWN FROM CONCRETE STRUCTURE - REFER TO FINISH SCHEDULE. ® 2 1/2" WALL Q9 DOOR MOUNTED DOOR STOP 10 DECORATIVE WOOD MOULDING - REFER TO 10/A412 11 METSCHAL EDUDOLEOR AND FRAME - PAINTED. REFER TO DOOR 12 G TO YPSUM 1,3 & 8/ BOARD 5307 RETURN AT HEAD, JAMB & SILL - REFER 13 DUPLEX OUTLET. 14 TELEVISION OUTLET, (NOT SHOWN). 15 TELEPHONE OUTLET. (NOT SHOWN). El LIGHT SWITCH. ILLUMINATED SWITCH AT ENTRY AND BATHROOM. 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION. 18 CERAMIC TILE FLOOR. SEE 3/A 408 FOR PATTERN. 19 DECORATIVE DRY VANITY - REFER TO 8; THIS SHEET. 20 R COIAN VANITY, TOP, EDGE, PSH &APRON - o• Tu1C V SH N J1, UeTG S I LA n111 CAIC�n ONFOR REFER T0 CORIAN WIN 21 CORIA LI TUNG B SURROUND - FULL 'HEIGHT. CONTRACTOR TO SCRIBE TO 22 POLISHED PLATE CLASS MIRROR. BUTT JOINT MIRROR AT,CORNERS. 23 CLOTHES ROD O.F. /C.I.) REFER TO 8 /A408A. 24 PLUMBING SHAFT 25 TYP STRAP BLOCKING FOR HAIR' DRYERS FOR ALL GUEST ROOMS TYPES U.N.O. (TYPICAL) P LIGHT FIXTURE TYPE 'CORIAN SHOP DRAWINGS. BATH ACCESSORIES AND NOTES OWNER FURNISHED AND CONTRACTOR INSTALLED UNLESS NOTED OTHERWISE ED TOILET PAPER HOLDER SHOWER CURTAIN ROD B 3 8" WEL 6 1 X16 TO GA. METAL BLOCKING BEYOND REFER TO 4/A 412. B 4 DECORATIVE TOWEL SHELF. 6 "X16 GA: METAL BLOCKING BEYOND REFER TO 6/A 412. ED FACIAL TISSUE DISPENSER ROBE HOOK B 7 SHOWER GRAB' BAR (C.F. /C.I.) HAIR DRYER ED IRON & BOARD BRACKET ID I SYMBOL SCHEDULE 6 x 16 GA, METAL STRAP BLOCKING IN WALL WALL SECTION, REFR TO SHEET A 438. SECTION. X -XX O DOOR SYMBOL. REFER TO SHEET A 504, O WINDOW SYMBOL. REFER TO SHEET A 602, ARCHITECTURAL NOTE. REFER TO KEY SCHEDULE., DETAILED PLAN. REFER TO REFERENCED SHEET. Et Nqoti,( TYPICAL_ KING BATHROOM BATH ACCESSORIES Roots TYPE ROOM TYPE 3/8" = 1' -0" ✓t 4148 North 48th Street Phoenix, Arizona 85018 FAX 840-295 Job# 97- 300401 Date: 4 -15-98 Sheet Description: TYPICAL KING BATHROOM LAYOUT 'B" AND '0" SIM. Revision: 0 z 00 Z Q 1— 't' CO W ( z d d -J CC W Z U Sheet A413 BID SET Architect, Planning / Landsca Architecture of L AS M± Cgd4 AUG 1 3 1998 PER MIT CE KrER Shts. ' -6 5/8" TO FACE OF STUD o •Q B 2 B 4 6 3'-0" 3' -6 , -O iiiiiiiii7r a / Ell ,o PANEL p p ro I f DJ F;., ,, , t ®— v il l 21-1^ ■ J 1 I Y B 2 B 4 , 3' -6 , -O PANEL p p ro I f DJ KRele 4 /10 z7 -17 MIRROR MOUNTED 1" ABOVE BACKSPLASH CORIAN TOP, BACK AND SIDESPLASH. CAULK CORIAN JOINTS W/ CAULK TO MATCH 2x4 BRACING 1x2 BRACING 2 x 2 WOOD NAILER 2- LAYERS 3/4" PLYWOOD SUPPORT WITH EDGE TRIM. NOTE: PROVIDE STRAP BLOCKING FOR IRONING BOARD BRACKET TYPICAL DETAIL FOR FOR ALL GUEST ROOM TYPES U.N.O. EQ.EQ. 6' A -4141 n 1" x 1" STEEL ANGLE SUPPORT 6 WOOD FRAME LAVATORY MIRROR MOUNTED 1/2" ABOVE BACKSPLASH ® 38' A.F.F. MAX. CORIAN TOP, BACK AND SIDESPLASH. CAULK CORIAN JOINTS W/ CAULK TO MATCH 1x2 BRACING INSULATE WATER SUPPLY AND DRAIN LINES (REFER TO SPEC'S) 2x4 BRACING 2 x 8 BLOCKING 14 CLOSET ELEVATION SCALE: 1/2 " =1'_0" 1 1I" O LAVATORY SECTION SCALE: 1 1/2 " =1' -0" 1O WOOD MOULDING DETAIL SCALE: FULL SCALE © NOT USED 1 -11" © SECTION @ VANITY SCALE: 1 1/2 " =1 -0" 13 TU DETAIL NON — CONBUST. PARTITION SCALE: 6 =1' -0 5/8" WATER RESISTANT GYP. BOARD. - CORAIN SURROUND (O.F. /C.I.) CONTRACTOR TO SCRIBE TO CEILNG METAL STUD (SIZE VARIES - SEE PLAN) SEALANT TO MATCH CORIAN (O.F. /C.l.) 1x4 FIRE TREATED WOOD LEDGE BATHTUB N SCALE: 3/8 " =1 ' -0" 11 2' -6 3/4" 4' -6 1/2" GUESTBATH ELEVATION EQUAL 6' -9" EQUAL Li 5 '_ 0 ,. 1 , /2 " O GUESTBATH ELEVATION CORIAN TRIM PIECES GUESTBATH ELEVATION O GUESTBATH ELEVATION O8 GUESTROOM ELEVATION INTERIOR ELEVATIONS X 2 FLO R MOUNTED DOOM STOP 6' -1 1/2" 3/8" = 1' -0" .E — FLOOR MOUNTED DOOR STOP AT CONNECTING DOOR ROOMS ONLY � 2" CORIAN THRESHOLD 15' -2" 1 9' -0 1/2" FINE; VANITY COUNTER & DOORS NOT SHOWN FOR CLARITY AVOID ' GREEN ACCENT TILE ADJACENT TO THRESHOLD AND TUB. TYPICAL DOUBLE "B F." BATHRO DIMENSIONAL CONTROL PLAN (ROOM TYPE "" D" SIM. W/ ROLL -IN SHOWER) 3/8 "._ 1' -0" TYPICAL DOUBLE "B. " BATHROOM BATH ACCESSORIES ROOM TYPE "C" ROOM TYPE "D" SIN. W / ROLL -IN SHOWER) 5/8" FROM F.O.S. TO C OF TOILET -6" CLEAR FROM FACE OF GYP. BD.) BATH ACCESSORIES AND NOTES OWNER FURNISHED AND CONTRACTOR INSTALLED UNLESS NOTED OTHERWISE IB11 1B 21 63 1B 41 1B 51 IB 61 IB 71 (B 8 1 IB 9 1 Imo 1 18 T11 18121 TOILET PAPER HOLDER SHOWER CURTAIN ROD 18" TOWEL BAR. 2x8 BLOCKING BEYOND. REFER TO 4/A 414 DECORATIVE TOWEL BAR O.F.C.I. REFER TO 6/A414 FACIAL TISSUE DISP. 36" A.F.F. ROBE HOOK 36" SHOWER GRAB BAR (C.F. /C.I.) 12" SHOWER GRAB BAR (C.F. /C.I.) "24" SHOWER GRAB BAR (C.F. /C.I.) TUB SEAT IRON & BOARD BRACKET (OF /CI) HAIR DRYER (OF /CI) SYMBOL SCHEDULE SECTION. X -XX O DOOR SYMBOL. REFER TO SHEET A 504, O WINDOW SYMBOL: REFER TO SHEET A 602. 6 X 16 GA. METAL STRAP BLOCKING IN WALL WALL SECTION. REFR TO SHEET A 438. ARCHITECTURAL NOTE. REFER TO KEY SCHEDULE. DETAILED PLAN. REFER TO REFERENCED SHEET. KEY SCHEDULE O CARPETSTALLED. , PAD & BASE - OWNER FURNISHED, CONTRACTOR IN 2❑ TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. 3 STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. rn 11-MU-WALL AIR CONDITIONING UNIT. OWNER FURNISHED, CONTRACTOR INSTALLED. (NOT SHOWN). • GYPSUM BOARD FURR DOWN /CASED OPENING - REFER TO • 10/A410. 1 TEXTURED CONCRETE /HOLLOW CORE CEILING - REFER TO FINISH 'SCHEDULE. O TEXTURED DRYWALL CEILING - FURR DOWN FROM CONCRETE STRUCTURE - REFER TO FINISH SCHEDULE. ® 36" GRAB BAR D 42" GRAB BAR 10 DECORATIVE WOOD MOULDING - REFER TO 10/A412 11 METAL DOOR AND FRAME — PAINTED. REFER TO DOOR 12 GYPSUM & BOA8/RD 0307 RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 13 DUPLEX OUTLET. 14 TELEVISION OUTLET. (NOT SHOWN). El TELEPHONE OUTLET. (NOT SHOWN): 16 LIGHT SWITCH. ILLUMINATED SWITCH AT ENTRY AND BATHROOM. 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION. 18. CERAMIC TILE FLOOR. SEE 3/A 408 FOR PATTERN. 19 DECORATIVE DRY VANITY - REFER TO 8; THIS SHEET. CORIAN'. VANITY, TOP, EDGE, SPLASH & APRON - REFER TO 20 9; THIS SHEET. COORDINATE ALL DIMENSIONS FOR CORIAN WATH CORIAN SHOP ORAWHNGS. 21 CORIAN TUB G SURROUND - FULL HEIGHT. CONTRACTOR TO SCRIBE TO 22 POLISHED PLATE GLASS MIRROR. BUTT JOINT MIRROR AT CORNERS. 23 CLOTHES ROD (O.F. /C.I.) REFER TO 10/0400. 24 PLUMBING SHAFT. 25 TYPE STRAP BLOCKING FOR HAIR DRYERS FOR ALL H/C GUEST ROOM TYPES U.N.O. (TYPICAL). O TYPICAL DOUBLE "B.F," BATHROOM FLOOR TILE PATTERN ROOM TYPE " C" (ROOM TYPE "D" SIM. W/ ROLL -IN SHOWER) 3/8" r& P LIGHT FIXTURE TYPE 0 0. A A 0 Revision: Sheet A414 GARY D TC00 STATE OF WASHINGTON 1310 SET CS ni l — Z W LLJN M z z I— EL O _ W Z 5 C O WQ V1 .....rs MI 1111111 � •' is, Architecture/ Planning/ Landscape Architecture. 4148 North 48th Street Phoenix, Arizona 85018 FAX (60 840-2795 Job// 97- 300401 Date: 4 -15-98 Sheet Description: TYP. DOUBLE BARRIER FREE BATH LAYOUT •C` and "D" O 406 1 3 1998 PENMIt ShtS. 10 6 p D •I I ED I , e o _ j I ° i % / - ii ii i ire I m —Nu r ...„— ,,,,, 1 .. 1 -4 1/ 0' - 1/2" 3' - 7" 3' - 10 1/2" 1' -6 5/8" T FACE OT.SN" D D •I I , 6•' 3 0 22 i % / - ii ii i ire I w :I ,{Re le 0 r7 ® GUESTBATH ELEVATION EQUAL EQUAL GUESTBATH ELEVATION ® NOT USED INTERIOR ELEVATIONS SCALE: 3/8 " =c-0" WOOD MOULDING 0 NOT USED SCALE: FULL SCALE 5' - 7 1 /2" SEE ',SHEET A705 FOR CABINET /MILLWORK DETAILS 13 RECESS DETAIL SCALE: 3/4 " =1' -0" 471 (t /1agF 11'4.R.4R. A..415r1,., 2 - 1/4 1 -4 1/4 ABOVE •'i�i;� � , 1a 7• / ALL® O PEN ABOVE SCONCE BATHR EXISTING DOOR FRAME 2 1" x 1" STEEL ANGLE SUPPORT ® WOOD FRAME 5' -o 1/2" O5 GUESTBATH ELEVATION LAVATORY MIRROR MOUNTED 1/2" ABOVE BACKSPLASH 38" A.F.F. MAX. CORIAN TOP, BACK AND SIDESPLASH. CAULK COMM JOINTS W/ CAULK TO MATCH 1x2 BRACING INSULATE WATER SUPPLY AND DRAIN LINES (REFER TO SPEC'S) 2x4 BRACING MIRROR MOUNTED 1/2" ABOVE BACKSPLASH B 38" A.F.F. MAX. CORIAN TOP, BACK AND SIDESPLASH. CAULK CORIAN JOINTS W/ CAULK TO MATCH 2x4 BRACING 1x2 BRACING 2 x 2 WOOD NAILER 2- LAYERS 3/4" PLYWOOD SUPPORT 11TH EDGE TRIM. 2 x 8 BLOCKING BARRIER FREE O LAVATORY SECTION SCALE: 1 1/2 " =1' -0" TYPICAL GUESTROOM 12 SECTION @ VANITY SCALE: 11/2 " =1` -0" WATERPROOF MEMBRANE SLIP RESISTANT THIN -SET CERAMIC TILE SLIP RESISTANT I CERAMIC TILE TWO PART DRAIN WEEP HOLES THRESHOLD SHOWER PAN UNDER 1" REINFORCED MORTAR BED I SLOPE: 1 /4 " /FT. WELD MEEXBRAN AT 1HRESHO EXPANSION JOINT CRUSHED STONE © GUESTBATH ELEVATION v ()DET DETAIL ® ROLL —IN SHOWER AIL SCALE: 1 -1/2" - 1'O TRANSITION: OR TAR BED TO THIN -SET. SYMBOL SCHEDULE 6 x 16 GA. METAL STRAP BLOCKING IN WALL V WALL SECTION. REFR TO SHEET A 438. :♦ X -XX 0 SECTION. DOOR SYMBOL. REFER TO SHEET A 504., WINDOW 'SYMBOL. REFER TO SHEET A 602. ARCHITECTURAL NOTE. REFER TO KEY SCHEDULE. DETAILED PLAN. REFER TO REFERENCED SHEET. FLO R MOUNTED DO STOP 3' -3 1 /2" 1'- 7 1 /2' TYPICAL KING "B.F." BATHROO " 'DIMENSIONAL CONTROL PLAN i li'M 0 B.FFTUB D 3/8" 1' -0" ^` V " " TYPICAL KING B.F. BAT HROOM BATH ACCESSORIES 1300M TYPES PES.FFTUSND 3/8" = 1' -0" Vi 2" CORIAN THRESHOLD cc' FLOOR MOUNTED DOOR STOP AT CONNECTING DOOR ROOMS ONLY OF SINK I OF TOL 6' -7 1/2" 4� \Y BATH ACCESSORIES AND NOTES OWNER FURNISHED AND CONTRACTOR INSTALLED UNLESS NOTED OTHERWISE =I TOILET PAPER HOLDER SHOWER CURTAIN ROD 18" TOWEL BAR. 6 "x16 GA METAL STRAP BEYOND. REFER TO 4/A 414 1111_41 DECORATIVE SH O.F.C.I. REFER TOWEL TO N/A 41 ELF. 4 IB 5 I FACIAL TISSUE DISP. 36" A.F.F. IB 6 I ROBE HOOK IB 7 81 IB 9 I IB 10I WRAP AROUND SHOWER GRAB BAR (C.F. /C.I.) IB 18" SHOWER SEAT (C.F. /C.I.) IRON & BOARD BRACKET (OF /CI) HAIR DRYER (OF /CI) 18 2 I B 3I KEY SCHEDULE CARPETLED. , PAD & BASE - OWNER FURNISHED, CONTRACTOR INSTAL 02 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. O STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. ® THRU -WALL AIR CONDITIONING UNIT. OWNER FURNISHED, CONTRACTOR INSTALLED. (NOT SHOWN). O GYPSUM BOARD FURR DOWN /CASED OPENING . - REFER TO 10/A410. ai fi TEXTURED CONCRETE /HOLLOW CORE CEILING - REFER TO FINISH SCHEDULE. F- TEXTURED DRYWALL CEILING - PURR DOWN FROM CONCRETE STRUCTURE - REFER TO FINISH SCHEDULE. 18j 30" GRAB BAR El 42" GRAB BAR 10 DECORATIVE WOOD MOULDING - REFER TO 10/A412 .7. METAL DOOR AND FRAME - PAINTED. REFER TO DOOR SCHEDULE. 12 GYPSUM BOA 8/RD A307 RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 &' 13 DUPLEX OUTLET. 14 TELEVISION OUTLET. (NOT SHOWN). 1.5 TELEPHONE OUTLET. (NOT SHOWN). 16 LIGHT SNITCH. ILLUMINATED SWITCH AT ENTRY AND BATHROOM. 17 CONNECTING RATING DOORS. MIN. SEE BUILDING PLAN FOR LOCATION. 50 S TC 18 CERAMIC TILE FLOOR. SEE 3/A 415 FOR PATTERN. 19 DECORATIVE DRY VANITY - REFER TO & THIS SHEET. 20 CORIAN VANITY, TOP, EDGE, SPLASH & APRON - REFER TO LtMI 9; THIS SHEET. COORDINATE ALL DIMENSIONS FOR CORIAN WITH CORIAN SHOP DRAWINGS. CORIACEIN LING. TUB SURROUND - FULL HEIGHT. CONTRACTOR TO SCRIBE 21 TO 12 POLISHED PLATE GLASS MIRROR. BUTT JOINT MIRROR AT CORNERS. 2 CLOTHES ROD & SHELF (O.F. /C.I.) REFER TO 10/A408. SHELF 0 54" A.F.F. MAX. 0 BARRIER FREE UNITS 24 PLUMBING SHAFT. 25 TOP. STRAP BLOCKING FOR HAIR DRYERS FOR ALL H/C GUESTROOMS U.N.O. (TYPICAL) P LIGHT FIXTURE TYPE NOTE' FOR COUNTER & DOORS NOT SHOWN O TYPICAL KING "B. F." BATHROOM CLARITY. 3 AVO ID GREEN ACCENT TILE ADJACENT TO FLOOR TILE PATTERN ROOM TYPES "F" AND THRESHOLD AND TUB. "E SIM. 0 B.F. TUB° 3/8" = 1' -0" r / 0 I I ii, .r1111r■ 1111111RP11111 ■N NI I■ ALII1 1 .111111 4148 North 48th Street Phoenix, Arizona 85018 F'AX (602 840-2795 4 69 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: TYP. BARRIER FREE BATH. W /ROLL -IN SHOWER •E" f "F` Revision: A A d A Q a cc Z 00 Z WW2 I Z >� Z JY W� z U W A A415 BID SET Architecture / Planning/ Landscape Architecture Sheet of RECEryE� AUG 1 3 1998 PEP n , C S 1t KEY SCHEDULE ❑1 CARPET, INSTALLED PAD & BASE - OWNER FURNISHED, CONTRACTOR 02 TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. 0 STRUCTURAL MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. THRU -WALL AIR CONDITIONING UNIT. OWNER FURNISHED, ® CONTRACTOR INSTALLED. ROUGH OPENING 3' -6 1/8" x 1' -4 1/4" MIN, 5 GYPSUM BOARD FURR DOWN /CASED OPENING - REFER TO ❑ 10/A410. 171 TEXTURED CONCRETE /HOLLOW CORE CEILING - REFER TO FINISH SCHEDULE. 171 TEXTURED DRYWALL CEILING - FURR DOWN FROM CONCRETE I---I STRUCTURE - REFER TO FINISH SCHEDULE. ® DECORATIVE DRY VANITY, REFER TO 11/A412 9 3/4" DIA. WHITE RUBBER "TACK" BUMPER ON THE DOOR FACES i 9 POINTS OF CONTACT BETWEEN EDGES OF DOORS AND WALL OR BATHTUB FACE. TO DECORATIVE MEDEIUM DENSITY FIBERBOARD MOULDING - (MDF) - REFER TO 10/A412 METAL DOOR AND FRAME - PAINTED. REFER TO DOOR TT SCHEDULE. T 2 GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 & 8/A307 13 DUPLEX OUTLET. Ei TELEVISION OUTLET. 15 TELEPHONE OUTLET. 16 LIGHT SWITCH. ILLUMINATED SWITCH AT ENTRY AND BATHROOM. 17 CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION. 18 CERAMIC TILE FLOOR. SEE 3/A412 FOR PATTERN. 19 ELECT. BOX W/ BLANK COVER, CONNECT WITH CONDIUT STUBBED OUT IN ATTIC FOR FUTURE USE. 20 CORIAN VANITY, TOP, EDGE, SPLASH & APRON COORD. ALL DIMENSIONS FOR CORIAN WITH CORIAN SHOP DRAWINGS 21 CORIAN TUB SURROUND - FULL HEIGHT. CONTRACTOR TO SCRIBE TO CEILING AND CORNERS. 22 POLISHAE GLASS MIRROR. JOIN MIRROR AT CORNERS. ON MIRROR ED PLT CLIPS - DO NOT ADHERE BUTT MIRROR T TO',HALL. 23 CLOTHES ROD (O.F. /C.I.) REFER TO 10/A408. 24 PLUMBING SHAFT. 25 FLOOR MOUNTED DOOR STOPS. ADD DOOR STOPS TO CONNECTING DOOR ROOMS. SEE BUILDING PLAN FOR LOCATIONS. 26 208V OUTLET. REFER TO ELECTRICAL PLANS FOR MORE INFO. 27 EXTENDED STAY CABINET 28 SOUND BATT INSULATE ALL BATH CEILINGS. TOP FLOOR EXCLUDED, 29 TYP. STRAP BLOCKING FOR HAIR DRYERS FOR ALL GUEST ROOMS TYPES U.N.O. (TYPICAL). P LIGHT FIXTURE TYPE E -1 LIGHT FIXTURE TYPE 0 LIGHT FIXTURE TYPE G LIGHT FIXTURE TYPE BATH ACCESSORIES SPECIFICATION REFERENCE NOTES ILTI TOILET PAPER HOLDER CFCI B 2 SHOWER CURTAIN ROD G OFCI Ell TOWEL BAR - 18" F OFCI BLOCKING BY GC B 4 DECORATIVE TOWEL SHELF. E OFCI BLOCKING BY GC 8 5 FACIAL TISSUE DISPENSER C OFCI B 6 ROBE HOOK D OFCI I= GRAB BAR -, 2 X 8 WOOD BLOCKING J CFCI BLOCKING BY CC [=1 GRAB BAR -, 12 2 X 8 WOOD BLOCKING H CFCI ' BLOCKING BY GC ED GRAB BAR - 48 2 X 8 WOOD. BLOCKING. L CFCI BLOCKING BY CC nu GRAB BAR -, I CFCI BLOCKING BY GC 2 X 8' WOOD BLOCKING nu GRAB' BAR - 42" K CFCI BLOCKING BY GC 2 X 8 WOOD BLOCKING lm GRAB BAR - L -SHAPE N CFCI BLOCKING BY GC 2 X 8 WOOD BLOCKING EE SHOWER SEAT 0 CFCI up TUB SEAT - H/C UNITS P CFCI MA HAIR DRYER CFCI BLOCKING BY GC OFCI - OWNER FURNISHED CONTRACTOR INSTALLED CFCI - CONTRACTOR FURNISHEDCONTR„C OR INSTALLED SYMBOL SCHEDULE I I 8 x 18 CA. METAL STRAP. WALL U.N,O. 0438 A505 A504 NOTE. SCHEDULE. SHEET. BLOCKING IN WALL SECTION. ® REFR TO SHEET SECTION., X -XX O DOOR SYMBOL. REFER TO SHEET i , \ WINDOW 'SYMBOL. REFER TO SHEET RI ARCHITECTURAL REFER TO KEY DETAILED PLAN. REFER TO REFERENCED KRele O SHELF SECTION 8 SCALE: 2" = N ANGLE SKIRT BRASS INSERTUI BACK SIDE ON II SHEET III SUB- STRUCTURE RECOMENDATION 3/4 "x8" MDF OF PLYWOOD 8" 5 1 ANGLE BACKSPLASH 2 -2 1/2 X = 3/16" RADIUS P = PENCIL EDGE END SKIRT FRONT. BACKSPIASH. 6' -7 1/8" END SPLASH ..)I 11.1 1/8" NOTE: ALL DIMENSIONS FOR BHCKSPLJASN MAD APRON ARE TAKEN FROM THE WIDEST PART OF THE CORAIN.BEFORE MITER CUTS. PART NUMBERS ME NOT LISTED DUE TO THE DIMENSIONAL DIFFERENCES FROM THE ORIGINAL. 3/4" PLYWOOD. PAINTED. 3/4" PLYWOOD TRIM. PAINTED. 1x2 WOOD TRIM. PAINTED. 1x2 WOOD TRIM. PAINTED. FRONT SKIRT 4 .'10 14,2 ifl ft 41, 1 , -2 „ NOTE: COMM IS OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE FOR COORDINATION ONLY. 0---- ---- ---------- - - GUESTROOM VANITY SCALE: 3/4 = 1 " -O" 2x8-' WOOD T BLOCKING t I ® GUESTBATH ELEVATION 28 ao l PPS " ?RRS TTL IYYYY;S10 RR`IT' 5' -0" I\ PAINTED SHELVES 67 % ; tea uii iiiaiii / /afl. / /// n B E ' -4 3' -0" 0 GUESTBATH ELEVATION © GUESTBATH ELEVATION EQUAL EQUAL 101 6' -8 3/16" O GUESTBATH ELEVATION INTERIOR ELEVATIONS SCALE: 3/8 " =1' -0" ' -7 13/16" O1 TYPICAL SUITE BATHROOM DIMENSIONAL CONTROL PLAN SCALE: 3/8"=1'-0" • P C O TYPICAL BATHROOM FLOOR TILE PATTERN SCALE: 3/8 " =1' -0" o , o 17 tl r 4 T„ 66" GIF.I O TYPICAL SUITE', BATHROOM C 2 CIRCUIT DESIGNATION ELECTRICAL & BATH ACCESSORIES LIGHT FIXTURE TYPE SCALE: 3/8 1' -0" ' 2" CORIAN THRESHOLD Q OF DO & ILE T - -- F I I I I NOTE: VANITY COUNTER & DOORS NOT SHOWN FOR CLARITY. AVOID GREEN ACCENT TILE ADJACENT TO THRESHOLD AND TUB. nit • 0 ao a a a a' 0 CC z Z 0 a ZWZ l s i Z> Z J Y W Z Z Sheet A416 GARY D TODD STATE OF WASHINGTON 1310 SET Z � ' WI C VJ n Q Zd W I o O 5 co 0 iU < CO li ,.. , ® ®1111 ■q 11111111 Alt 1 1111 wimiin • • is. mi., Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602)'840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 - 15-98 Sheet Description: TYP2nd FLOOR LOBBY SUITE TYPE'H' BATHROOM LAYOUT Revision: of CRY F:N„E, - AUG 1 3 1998 g P � 11f1.SEE z-s „ LL-, „Er/ KEY SCHEDULE ►.Q 1111 ❑7 ED TOILET PAPER HOLDER CFCI 13 I*i 21 , - OFCI BLOCKING BY GC B 4 DECORATIVE TOWEL SHELF, 2' -10" 5' -7 OFCI BLOCKING BY GC [ FACIAL TISSUE DISPENSER ' C OFCI =I ROBE HOOK D 29 r O � i 18 6x10 A/C GRILL ABOVE ®o a O O ^ 4--.i-- 2 - \\ FOR 9 /A4 Y.DETAIL SEE 16 9/A4 - rn � I 12 ® G ML GRAB BAR - 42" K CFCI BLOCKING BY GC 2 X 8 WOOD BLOCKING I N 41, N 0 0 I 0 1 - - --r 23 1 % V 21 KEY SCHEDULE Li 1111 ❑7 ED TOILET PAPER HOLDER CFCI 13 G B , - OFCI BLOCKING BY GC B 4 DECORATIVE TOWEL SHELF, 2' -10" 5' -7 ❑1 02 I STRUCTURAL ® LJ I�I� © a TEXTURED ® 9 TO 11 1 2 El Ell 15 El 17 Ei t9 20 21 22 23 Iii 2 5 26 27 28 29 P E -1 0 G KEY SCHEDULE CARPET, INSTALLED. PAD & BASE - OWNER FURNISHED, CONTRACTOR TEXTURED DRYWALL - REFER TO FINISH SCHEDULE. MASONRY - REFER TO WALL SECTION AND FINISH SCHEDULE. THRU -WALL AIR CONDITIONING UNIT. OWNER FURNISHED, CONTRACTOR INSTALLED. ROUGH OPENING 3' -6 1/8" x 1' -4 1/4" MIN, GYPSUM BOARD FURR DOWN /CASED OPENING - REFER TO 10/A410. TEXTURED CONCRETE /HOLLOW CORE CEILING - REFER TO FINISH SCHEDULE. DRYWALL CEILING - FURR DOWN FROM CONCRETE STRUCTURE - REFER TO FINISH SCHEDULE. DECORATIVE DRY VANITY, REFER TO 11/A412 3/4" DIA. WHITE RUBBER "TACK" BUMPER ON THE DOOR FACES A POINTS OF CONTACT BETWEEN EDGES OF DOORS AND WALL OR BATHTUB FACE. DECORATIVE MEDEIUM DENSITY FIBERBOARD MOULDING - (MDF) - REFER TO 10/A412 METAL DOOR AND FRAME - PAINTED. REFER TO DOOR SCHEDULE. GYPSUM BOARD RETURN AT HEAD, JAMB & SILL - REFER TO 1,3 & 8/A307 DUPLEX OUTLET. TELEVISION OUTLET, TELEPHONE OUTLET. LIGHT SWITCH. ILLUMINATED SWITCH AT ENTRY AND BATHROOM. CONNECTING DOORS. SEE BUILDING PLAN FOR LOCATION. CERAMIC TILE FLOOR. SEE 3/A41 FOR PATTERN. ELECT. BOX W/ BLANK COVER, CONNECT WITH CONDIUT STUBBED OUT IN ATTIC FOR FUTURE USE. CORIAN VANITY, TOP, EDGE, SPLASH & APRON COORD. ALL DIMENSIONS FOR CORIAN WITH CORIAN SHOP DRAWINGS CORIAN TUB SURROUND - FULL HEIGHT. CONTRACTOR TO SCRIBE TO CEILING AND CORNERS. POLISHED PLATE GLA RRR. JOINT MIRRO ON MIRROR CLIPS - DO SS MI N O OT ADHERE BUTT MIRROR TO WALL. R A. CORNERS. CLOTHES ROD (O.F. /C.I.) REFER TO 10/A408. PLUMBING SHAFT. FLOOR MOUNTED DOOR STOPS. ADD DOOR STOPS TO CONNECTING DOOR ROOMS. SEE BUILDING PLAN FOR LOCATIONS. 208V OUTLET. REFER TO ELECTRICAL PLANS FOR MORE INFO. EXTENDED STAY CABINET SOUND BATT INSULATE ALL BATH CEILINGS. TOP FLOOR EXCLUDED. TYP. STRAP BLOCKING FOR HAIR DRYERS FOR ALL GUEST ROOMS TYPES U.N.O. (TYPICAL). LIGHT FIXTURE TYPE LIGHT FIXTURE TYPE LIGHT FIXTURE TYPE LIGHT FIXTURE TYPE BATH ACCESSORIES SPECIFICATION REFERENCE NOTES ED TOILET PAPER HOLDER CFCI B 2 SHOWER CURTAIN ROD G OFCI =I TOWEL BAR - 18" F OFCI BLOCKING BY GC B 4 DECORATIVE TOWEL SHELF, E OFCI BLOCKING BY GC [ FACIAL TISSUE DISPENSER ' C OFCI =I ROBE HOOK D OFCI E] GRAB BAR - 36' 2 X 8. WOOD BLOCKING ' J CFCI BLOCKING BY CC 8 8 GRAB BAR - 12" 2 X 8 WOOD BLOCKING H CFCI BLOCKING BY GC ED ' GRAB BAR - 48" 2 X 8 WOOD BLOCKING : L CFCI BLOCKING BY GC BlO GRAB BAR - 24" I CFCI BLOCKING BY GC 2 X 8 WOOD BLOCKING ML GRAB BAR - 42" K CFCI BLOCKING BY GC 2 X 8 WOOD BLOCKING ON GRAB BAR - L -SHAPE N 'CFCI BLOCKING BY GC 2 X B WOOD BLOCKING MM SHOWER SEAT 0 CFCI, Mu TUB SEAT - H/C UNITS p CFCI MM HAIR DRYER CFCI BLOCKING BY GC OFCI - OWNER FURNISHED CONTRACTOR, I,ISTALLF.D CFCI - CONTRACTOR FURNISHED CONTRACTOR INSTALLED SYMBOL SCHEDULE I I 8" x 18 GA. METAL STRAP WALL U.N.O, A438 SHEET A505 SHEET A504 NOTE. KEY SCHEDULE. REFERENCED SHEET. BLOCKING IN SECTION, ® WALL REFR TO SHEET SECTION, X -XX. O DOOR SYMBOL. REFER , 0 WINDOW SYMBOL. REFER TO ® ARCHITECTURAL REFER TO © DETAILED PLAN. w REFER TO K �. A /1n /190 14. SR. 4F A_41 ® GUESTBATH ELEVATION 05 GUESTBATH ELEVATION © GUESTBATH ELEVATION 1 L O GUESTBATH ELEVATION SCALE: 3/8" = 1' -0" EQUAL „ EQUAL ry INTERIOR ELEVATIONS ' -7 13/16" B " CIE -7 1/5 DIMENSIONAL CONTROL PLAN', SCALE 3/8" = 1' -0" C EQUAL EQUAL OF SINK 6' -8 7/8" TYPICAL SUITE BATHROOM O FLOOR 11LE PATTERN SCALE: 3/8" = 1' -0" 19' -2" O TYPICAL S RITE BATHROOM ELECTRICAL & BATH ACCESSORIES SCALE 3/8" 1, - 0„ 2 CORIAN THRESHOLD 4 L C 2 CIRCUIT DESIGNATION P LIGHT FIXTURE TYPE TYPICAL SUITE BATHROOM. (AO NOTE: VANITY COUNTER & DOORS NOT SHOWN FOR CLARITY, i A A Q A A 010 SET Sheet A417 to 0 z w co W I\ C' J i. z Z z X O z z WQ - J VJ ....... Oil III III ,e.I� : /1 ll mai Architecture/ Planning / Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (60 840-2795 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: TYP.3rd FLOOR LOBBY SURE TYPE"J' BATHROOM LAYOUT Revision: 41.16 13 1998 PERMLE Sh!"»Js TLT. PAPER HLDR. DOUBLE ROLL DOUBLE RECESSED RECESSED MTD. @ ROBE HOOKS C G.R.'S PUBLIC TOILETS 1/4" = 1' -0" BACK TOWEL BAR R. FLOOR SPACE 5'0" �. STRUCTURAL STRLNGTH SHALL MEET SPECIFICATION OF ALL APPLICABLE CODE MAIN ENTRY FLOOR I CONTROL BUTTON'' DOOR CLOSED DOOR OPEN EMERGENCY STOP OCTAGON SYMBOL SHALL BE RAISED BUT', THE X IS NOT '..60" MIN.. - ',1 -1/2' 1 -1/2" GRAB BAR DETAIL B.F. URINAL 19 2 6 S 18" MIN. 12 MAX. - 54" MIN 42" MIN. 6 "MAX. 6" MIN 11" MIN, LEG CLEARANCE B.F. SINK TOILET ACCESSORIES SHOWER CURTAIN ROD N.T.S. a) ( b) Panel Detail Car Control Height ELEVATOR CONTROL PANEL PLAN I, 30" MIN. MAX. HUT. TO TOP OF PHONE 48" NOTE: )ELEVATOR CAR CONTROL BUTTONS SHALL BE. 3/4" MIN. DIA. AND RAISED 1/8 (3 1/32 ") CONTROL BUTTONS SHALL BE ILLUMINATED, HAVE SQUARE SHOULDERS, AND BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. ALL BUTTONS SHALL BE DESIGNATED BY 5/8" MINIMUM ARABIC. SYMBOL 3/8" MINIMUM. SHALL BE PROVIDED BETWEEN ROWS OF CONTROL BUTTONS. RAISED. CHARACTORS SHALL BE WHITE. ON BLACK BACKGROUND. CONTROLS AND EMERGENCY EQUIPMENT IDENTIFIED BY RAISED SYMBOL SHALL INCLUDE: DOOR OPEN, DOOR CLOSE. ALARM BELL, EMERGENCY STOP AND TELEPHONE. A BRALLE SYMBOL SHALL BE LOCATED IMMEDIATELY BELOW THE NUMERAL. 2)A CAR POSITION INDICATOR SHALL BE PROVIDED ABOVE THE CAR OPERATING PANEL OR OVER THE OPENING OF EACH CAR TO SHOW THE POSITION OF THE CAR IN THE HOISTWAY BY ILLUMINATION OF THE INDICATION CORRESPONDING TO THE LANDING AT WHICH THE CAR IS STOPPED OR PASSING. INDICATIONS SHALL BE ON A CONTRASTING COLOR BACKGROUND AND A MINIMUM OF 1/2" IN HEIGHT. 3)AN AUDIBLE SIGNAL SHALL SOUND TO TELL A PASSENGER THAT THE CAR IS STOPPING OR PASSING A FLOOR SERVED BY THE ELEVATOR. CRAB BAR (TUB HEAD) .4 0 2'O" 2'0" Al� ' MAIC' • az FIN. FLR. GRAB BAR (TUB BACK) RECESSED OAP DISH/ CONTROL ARE GRAB BAR (TUB FOOT). 1/4" = 1' -0" NOT TO SCALE 2'0 •0 SPRAY HOSE CONTROL AREA 18" MIN. 19" MAX. 6" MAX. 8" MIN HAND HELD SHOWE(1 SP W/ 60 H RAY O s2 ROLL -IN SHOWER (BACK) T7 " -T9 ". BAER(SNSTRANSPERMI SEEXTEND B.F. TOILET FIXED SHOWER HEAD N.T.S. ROLL -IN SHOWER (SIDE) 4 M. NOTE: •f 1) 'A HANDRAIL IS REQUIRED ON ONE WALL OF THE ELEVATOR CAR, PREFERABLY THE REAR. THE BAR SHALL BE 1 -1/2" MINIMUM CLEAR FROM THE WALL AND 32" (± 1`) ABOVE THE FLOOR. 2) THE ELEVATOR CAR SIZE SHALL BE A MINIMUM BO" x 54" EXCLUDING RETURN PANELS. THE MINIMUM DISTANCE BETWEEN WALL AND RETURN PANEL SHALL BE Si". 3) THE ELEVATORS SHALL BE IDENTIFIED'' BY THE SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT BE LESS THAN 3 AND PLACED INSIDE ON BOTH. SIDES OF THE HOISTWAY FRAME. THE SYMBOL SHALL BE PLACED NO LOWER THAN 78 ". OR HIGHER THAN 84" CROW THE FLOOR LEVEL STRETCHER REQUIREMENTS FOR ELEVATOR CAR N.T.S. 8" MIN. KNEE CLEARANCE SOAP TOWEL DISP.// SAN. NAPKIN MIRROR DISPENSER WASTE RECEP. DISPENSER SURFACE SURFACE RECESSED RECESSED MOUNTED MOUNTED i N. 1) ELEVATOR LANDING JAMBS SHAL HAVE E NUMBEROF TH FLOOR ON WHICH THE JAMB IS LOCATED DESIGNATED BY A 2" MIN. ARABIC NUMERAL AND A, RAISED BRALLE AT A HEIGHT OF 5' -0" ABOVE THE FLOOR ON BOTH SIDES OF THE DOOR. RAISED BRALLE SYMBOLS SHALL BE DIRECTLY TO THE LEFT OF THE ARABIC SYMBOL AND SHALL BE ON A CONTRASTING BACKGROUND. 2) A VISUAL AND AUDIBLE SIGNAL SHALL BE PROVIDED. AT EACH HOIST. WAY INDICATING THE ELEVATOR CAR. ANSWERING THE CALL AND THE DIRECTION. OF TRAVEL. VISUAL SIGNALS SHALL BE 2 -1/2" x 2-1/2" MIN. AUDIBLE SIGNALS SHALL SOUND ONCE FOR UP AND TWICE FOR DOWN: THE CENTER UNE OF THE SIGNAUNG FIXTURE SHALL BE 72" FROM THE LOBBY FLOOR. 3)ELEVATOR CALL OPERATOR BUTTONS SHALL BE WITHIN 3' -6 OF THE FLOOR. BUTTONS SHALL BE A MIN. OF 3/4" IN SIZE AND SHALL AND THE 'DIRECTION OF TRAWL VISUAL RAISED A MIN. OF 1/8 ". VISUAL INDICATION SHALL BE PROVIDED TO SHOW EACH CALL REGISTERED AND EXTINGUISHED WHEN ANSWERED. 4) THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER UNE A OR LINE D. LINE. A AND UNE B REPRESENT THE VERTICAL LOCATIONS OF THE DOOR, REOPENING DEVICE NOT REQUIRING CONTACT. B.F. ELEVATOR 'CONTROLS (VANITY WIDTH X 40' 0 PUBLIC TOILET) 18" X 30 MIRROR SURFACE MOUNTED Revision: A Sheet A418 k ... ie ....■ ,.. . 111111.■ ■i 11111111 A' I :1111 11111 C) hioim • amnia Architecture/ Planning/ Landscape Architecture' 4148 North 48th. Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -0469 ,lob# 97- 3004031 Date: 4 -15-98 Sheet Description: BARRIER MEE DETALS of OF ru xwim G131998 T? KRele 4/10/199,8 A - 111,,y O 2 J I I 0 I 3 3 0I .1111111.7.111M■MINI.INI11■. ■'. ■.tea .11=11..�4 BI ■� �■�..__ ■— ■■.■■ ■11/�_■_ ■ ■` P WM 1.1111.■ EM ■1_._...■...—_.— .....EM M volprl. i ■ ■a63■■i UNIMMUN r \ 1•01•1 ° ILAWA \ / L \ 1■ • . ■ 1 L F;i 1&41011:11�i ma mmmu_....■....■.....■ ■ ■■.MMEmmo■ ■ ■ ■ ■ ■■ ■ ■■ ►i Mmomm 5...— .mm.■.....■�i.■..■■.■ / itirmirlp \ �- m w MEIN IP ■ 0 0 400 0 0 igiZo Q® 1 400 9 ® .r. ■. i L ; : .J i; 1 d i 1■■.®II wi.. . �� I \ . ak A / \ / MIIIMOSIMMORIMMINIMMEMEMEMEMMEMMINIMMEMMMEMIOMMEMMEMUMMEMINOMMEMEMEM MN ]!■■■■....■MM 7 ■■■■■ ■■■■.■■■■. �■.ME■■■. ■H. ■!•.E■.■...■■■■ VIVIP r irMr s M 4 Q6a d6a :n: \ t ,a = iimi,■►a' -i ■■u..■ ■111MMME. ■MEM■I MIRK \ Ens sem au wan ..... r X61 1i•.1111 Q6i 11111111161 MUNI Q ® T Y P. Q® P. . ■■■I 'i ■ ■L'+' Q6► QED YP. •6a atio •♦gy m e o \\ 7 0 0 O. r I O FIRST FLOOR REFLECTED CEILING PLAN FIRST FLOOR REFLECTED CE PLAN 3/32 ° =.1' -0" IU� aE J I � I 1 1� - X T O LOW LEVEL EXIT SIGN 1 1 -10 — ALTERNATE I LOCATION ON EXIT DOOR KEY PLAN CELNQ SYMBOL LEGEND 6 B VEIL VARTAE /CEILING HEIGHT 1..1 1 -1 1 °1 I•O1 i!1i 4 O 14 LX 2' X 2' FLUORESCENT LIGHT 2' X 4' FLUORESCENT LIGHT 1' X 4' FLUORESCENT LIGHT 8" X 6' FLUORESCENT LIGHT RECESSED INCANDESCENT LIGHT RECESSED INCANDESCENT WALL WASHER SPRINKLER HEAD (PENDANT) HVAC SUPPLY HVAC RETURN PARACUBE LENS EXIT SIGN CEILING MOUNTED LIGHT FIXTURE WALL SCONCE (INTERIOR AND EXT.) CHANDELIER FLUORESCENT STRIP LIGHT ACCESS PANEL SMOKE DETECTOR HEAT DETECTOR EMERGENCY LIGHTING SPRINKLER HEAD SEE L DTL L3 /412 SIGN— 1 CB.NG TYPE LEGEND 1. EXPOSED STRUCTURE —SPRAY PAINT 2. SUSPENDED CEILING TILE 2 X 2 3. SUSPENDED CEILING TILE 4 X 4 4. SUSPENDED / FURRED GpDw — PAINTED 5. FLOAT COAT CEMENT — PAINTED 6. PARABOLIC LENS (W /FIXTURE) 7. INTERIOR 'TEXTURE COATING OVER SUSPENDED / FURRED GpDw 8. INTERIOR 'TEXTURE COATING OVER CONCRETE PLANK 9. EXTERIOR TEXTURE COATING OVER SUSPENDED / FURRED GpDw 10. SUSPENDED / FURRED GpDw — PAINTED (ENCLOSURE FOR FIRE SPRINKLER PIPES) Q 0 0 �Z ZW Z 00 — wr \ Z j 2 zW X .7. z in — >ZI - - < t j i � W O C ZQ F- _ Z Z < 1 8 a SDI 'J W< N H —I T q 0 W Z GARVO ToO0 STATE OF WASHINGTON Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802) 840-2795 840-9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: FIRST FLOOR R.C.P. Revision: A D Sheet A421 HID SET CQIevOFT K1NTLq AUG 19 1998 PERMITCEN Shts. 11 �—a O O7 0 O5 4 T To w:militii_ _ / whiminwnwiew■smow \Am, , awl iii.,,.\,A I / / ItIIt \ .. . �A1 KRele 4/10/1998 9:28:33 A- 422.dwg 3/32 =1' -p 3/32 " =1' -0" SECOND FLOOR REFLECTED CEILING PLAN SECOND FLOOR REFLECTED .CEILING PLAN tl f313 / 5 KEY PLAN mfil% o Lel CELNG SYMBOL LEGErD CB) VEILINVARIESE /CEILING HEIGHT 2' X 2' FLUORESCENT LIGHT ® 2' X 4' FLUORESCENT LIGHT 1' X 4' FLUORESCENT LIGHT 8" X 6' FLUORESCENT LIGHT RECESSED INCANDESCENT LIGHT RECESSED INCANDESCENT WALL WASHER SPRINKLER HEAD (PENDANT) HVAC SUPPLY HVAC RETURN 1 I=I 1.01 ram ,.DI • EMERGENCY LIGHTING SPRINKLER HEAD LOWLEVEL EXIT SIGN - SEE DTL 3/421 �j PARACUBE LENS e EXIT SIGN ▪ CEILING MOUNTED LIGHT FIXTURE ▪ CHANDELIER FLUORESCENT STRIP LIGHT ® ACCESS PANEL ® SMOKE DETECTOR © HEAT DETECTOR LX 2 WALL SCONCE (INTERIOR AND EXT.) CELNG TYPE LEGEND 1. EXPOSED STRUCTURE -SPRAY PAINT 2. SUSPENDED CEILING TILE 2 X 2 3. SUSPENDED CEILING TILE 4 X 4 4. SUSPENDED / FURRED GpDw, - PAINTED 5. FLOAT COAT CEMENT - PAINTED '.6J PARABOLIC LENS' /FIXTURE) 7. INTERIOR TEXTURE COATING OVER SUSPENDED / FURRED GpDw '8... INTERIOR TEXTURE COATING OVER CONCRETE', PLANK 9.' EXTERIOR TEXTURE COATING. OVER SUSPENDED / FURRED GpDw 10. SUSPENDED / FURRED .GpDw - PAINTED (ENCLOSURE FOR FIRE SPRINKLER. PIPES) LOOBY CELNG DECOUSTICS SUSPENDED PANELS WITH A BUTT JOINT. SYSTEM 6, 4' -0" X 4' -0" GRID CEILING SYSTEMS 'IS CEILENCIO. ,THE FINISH OF THE CEILING SHALL BE "CLARO ", TYPE ATT. PANELS SHALL BE DIRECTLY APPLIDE' TO THE GYPSUM BOARD CEILING ABOVE. Revision: Sheet A422 Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4-15 -98 Sheet Descrip +.ion: SECOND FLOOR R.C.P. Z C/TY AUG 1 3 1998 P rc T Shts. CELNG 8Y1160L LEGEND 6 B VEILIN /CEILING HEIGHT raj! 2' X 2 FLUORESCENT LIGHT and 2' X 4' FLUORESCENT LIGHT I OI 1' X 4' FLUORESCENT LIGHT I,==1 8" X 6' FLUORESCENT LIGHT Mai RECESSED INCANDESCENT LIGHT ;Mai RECESSED INCANDESCENT WALL WASHER jipj SPRINKLER HEAD (PENDANT) jams HVAC. SUPPLY LH; HVAC RETURN PARACUBE LENS " ° 9 EXIT SIGN 4 , CTILING MOUNTED LIGHT FIXTURE 2 WALL SCONCE (INTERIOR AND EXT.) O CHANDELIER I-1 FLUORESCENT STRIP LIGHT ® ACCESS PANEL ® SMOKE DETECTOR © HEAT DETECTOR " EMERGENCY LIGHTING l4 SPRINKLER HEAD LOWLEVEL EXIT SIGN - LX SEE DTL 3/421 CSLNG TYPE LEGEND 1. EXPOSED STRUCTURE -SPRAY PAINT 2. SUSPENDED CEILING TILE 2 X 2 3. SUSPENDED CEILING TILE 4 X 4 4. SUSPENDED / FURRED GpDw - PAINTED 5. FLOAT COAT CEMENT - PAINTED I 6. PARABOLIC LENS (W /FIXTURE) 7... INTERIOR TEXTURE COATING OVER ' SUSPENDED,/ FURRED ,GpDw 6. INTERIOR TEXTURE COATING OVER CONCRETE PLANK , 9. EXTERIOR TEXTURE COATING OVER SUSPENDED / FURRED GpDw 1 O. SUSPENDED / FURRED GpOw - PAINTED 1 (ENCLOSURE FOR ,FIRE SPRINKLER. PIPES) THIRD FLOOR REFLECTED CEILING PLAN O 3/32"=1'-0" TYP. ��\ . �\ / dam, / (1110 KRele 4/10/1998 9 10 9� 0 0 CO THIRD FLOOR REFLECTED CEILING' PLAN 3/32 "= 1' -0 "', YT KEY PLAN 0 00 A A 0 BID SET All.... Sheet A423 Revision: iau■uu 1111 1111 'L Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (602) -9469 Job# 97-3004.01 Date: 4 -15 -98 Sheet Description: THIRD FLOOR R.C.P. © R10, AUG i 319 PERM1rcE Shts. 7 6 5 \ O / \ ./ Wal I . 3/32 " =1' -0 KRele 4/10/1998 9:31:.48 A- 424.dwq 3/32 " =1' -0" 9 FOURTH FLOOR REFLECTED CEILING PLAN calla SYMBOL LEGEND g 8 VEILI VARIESE /CEILING HEIGHT 2' X 2' FLUORESCENT LIGHT 2' X 4' FLUORESCENT LIGHT 1' X 4' FLUORESCENT LIGHT 8" ;1 6' FLUORESCENT LIGHT RECESSED INCANDESCENT LIGHT RECESSED INCANDESCENT WALL WASHER fig SPRINKLER HEAD (PENDANT) HVAC SUPPLY HVAC RETURN 1..1 11R1 I I I�I 1•C71 1•o�1 PARACUBE LENS e EXIT SIGN .4 CEILING MOUNTED UGHT FIXTURE 2 WALL SCONCE (INTERIOR AND EXT.) O CHANDELIER FLUORESCENT STRIP LIGHT M ACCESS PANEL Q SMOKE DETECTOR • HEAT DETECTOR n 14 LU EMERGENCY LIGHTING SPRINKLER HEAD SEE VEL EXIT SIGN- E KEY PLAN rivca-Due( GELJNG TYPE LEGEND 1. EXPOSED STRUCTURE -SPRAY PAINT 2. SUSPENDED CEILING TILE 2 X 2 3. SUSPENDED CEILING TILE 4 0 4. SUSPENDED / FURRED GpDw - PAINTED 5. FLOAT COAT CEMENT PAINTED 6. PARABOLIC LENS (W /FIXTURE). 7. INTERIOR TEXTURE COATINGIOVER SUSPENDED / FURRED GpDw B. INTERIOR TEXTURE COATING OVER CONCRETE PLANK 9. EXTERIOR TEXTURE COATING OVER SUSPENDED / FURRED GpDw 10. SUSPENDED / FURRED GpDw - PAINTED (ENCLOSURE FOR FIRE SPRINKLER PIPES) 2 4 a CC Z z o o Z W Z w Z D 0 1- z > `t 5 Q O mJ CC L I- z z Architecture f Plannin Landscap e Architecture 4148 North 148th Street Phoenix, Arizona 85018 FAX (602)840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: FOURTH FLOOR R.C.P. Revision: A Sheet II I A424 N OARYD ODD STATE OF WAS V/ z W c° Co fA z Z w 5 n ° 0 W Q J < of R oFnk, 411 ; 3 1,998 Pem o'cENTER Shts. 6" 7 5/8" 6" 1' -7 5/8" 10 , A.FF -D" ROOM SIDE TYPE 1 FIRE = 1' - -re Ed 011 RECESSED FIRE 0 1A111s CAULKING COMPOUND AT FULL PERIMETER BRACKET - MOUNTED 5'0" A.F.F. 10# FIRE EXTINGUISHER ROUGH OPENING 1 i "1 i'ai • 1.. A 1/2" JSanchez 3 -1/ " 8" CMU WALL 10(1 FIRE EXTINGUISHER 1" SOUND CONTROL BLANKET, 1" THICK GYPSUM SHAFTWALL LINER W/ 2 -1/2" C -H STUDS 0 16" O.C. 2 LAYERS 1/2" FIRERATED GPDW.(PROVIDE FIRERATED WATER RESISTANT GPDW SHAFT OUTER LAYER IN ALL BATH & WET AREAS) SIDE OUTLET BOX OUTLET BOX @ 2HR. SHAFTWALL CAULKING COMPOUND AT - FULL PERIMETER PROVIDE 2 LAYERS F.R. 5/8" GPDW BEHIND FIRE EXTINGUISHER CABINET AT FIRE RATED WALLS TEMPERED GLASS NOTE: VERIFY ALL DIMENSIONS W/ MANUFACTURER IN PUBLIC LOBBY AREA, TYPE I TO BE FULLY RECESSED. MODEL','. PROVIDE 2 LAYERS F.R. 5/8" GPDW BEHIND FIRE En'TINGUISHEB CABINET AT FIRE RATED WALLS TEMPERED GLASS NOTE: VERIFY ALL DIMENSION W/ MANUFACTURER IN PUBLIC LOBBY AREA, TYPE I TO BE FULLY RECESSED MODEL EXTINGUISHER MOUNTINGS 2' -5 1/2" 3/18/1998 16.34.24 A- 431.dwg EXTINGUISHER LAUNDRY CHUTE DETAIL 2 HR. FIRE RATED SHAFT- SEE DET. H/A437 - 8" CONCRETE PLANK LINEN CHUTE TYPE II LINEN CHUTE DISCHARGE W/ FIRE RATED DOOR TYP, 0 1ST FLR 1" EIFS ON 1/2" CDX PLYWOOD SHEATHING SEALANT METAL FLASHING LOUVERED VENT SEE MECH. FOR SIZE 2X6 P.T. WOOD BLOCKING METAL FLASHING 2X6 P.T. WOOD STUDS ()ELEV./ LINEN CHUTE VENT DET. MN fP�"ASHN�- YWM1tiA4MtiVh4VJAVAVAVP�WN .ate® F.0. GpD SEE DET. 9/A431. 0 TOP FLOOR '.ONLY ALUMINUM LOUVER-PAINT SMOKE VENT: 24 "0 CHUTE 27 "0 ROUGH OPENING LINEN CHUTE INTAKE DOOR ANGLE „CHUTE SUPPORTS • 1- 1/2,x1 -i 2' STEEL 2 HR.', RATED SHAFTWALL CONSTRUCTION SEE DETAIL H/A437 1/2 FLOOR COVERING TEXTURED CEILING SPRAY SEE PLANK INSTALLATION SPEC. FOR MORE INFORMATION GROUTED JOINT CAULK PLANK JOINTS PRIOR TO PRIME AND FINISH NOTE: LEVEL PLANK FROM BOTTOM TYPICAL, CONC. PLANK JOINT 1 1/2. = i' -0” UL# J909 S' -2 1 2 ", ^ BRACE RE: STRUCTURAL SUSPENDED CEILING TILE (CG -4) CG- 2 /PT -8 - NO TEXTURE 1 LAYER 5/8" FIRE RATED pGw ON 3 5/8' MTL STUDS 0 16 O.C. CG-2/PT-8 PAINTED, TEXTURED. MOVABLE PARTITION AND HANGROD BRACKET FLOOR DRAIN SLOPE SLAB 1/4" PER 1' -0" TO FLOOR DRAIN SEE FINISH SCHEDULE FOR FLOOR FINISH TYPE SUPPORT CLIP ANGLES FASTENED TO FLOOR SYSTEM SUPPORT ANGLES LINEN CHUTE LINER 1" SHAFTWALL ON 2 1/2" C -H CHANNELS 2 LAYERS 1/2" F.R. GpDw ALIGN 3 1/2" LINEN CHUTE VESTIBULE 1" F.R. SHAFT LINER R -13 INSULATION / METAL STUDS / 5/8 "'GpDw ON 3 5/8" CEILING 1/2- = 1' -0" SUSPENDED ACOUSTICAL CEILING TILE. PAINTED', 5/8" GPDW OVER 3 -5//8' 'METAL ': STUDS, 0 16" O.C. 5/8" K.D.S./PAINTED GPDW OVER 7/8 METAL HAT CHANNELS 0 2'0" O.C. ON SUSPENDED W/ WIRE HANGERS 0 2'0" O.C. DETAIL CARPET & PAD NON SHRINK GROUT PRECAST CONCRETE PLANK (2) STEEL ANGLES WELDED. 1 LAYER 5/8" GPDW (GLUE) TEXTURED ACOUSTICAL SPRAY i ON GPDW AND, BOTTOM OF PLANKS 1 I CONC. SLAB @ CONC. S FLOOR DRAIN SLAB SEE FIRE PROTECTION DRAWINGS (INSTALL TIGHT TO STRUCTURE) CORRIDOR METAL "T" BEAM @ SPRINKLER 1 1/2- 1' -0" SECTION THROUGH BULKHEAD @ ELEVATOR CMU WALL WOOD TRUSSES , SEE STRUCTURAL UWGS. I ' 1 A'�' %! 2X4 BLOCKING ONE SIDE alai 11�1�1�11�11„).,����1!1!►�..�: R30 BLOWN -IN INSUL. r� :. 2 LAYERS 5/8" TYPE "X" � : yam, (�� r ON 8 T TOM SES I CpDW CHORD OF WOOD TRUS 1LAYER 8 " G Dw gil 5 ON 2" METAL STUDS 11111111111 d -1/2" TEXTURE ON 0 PpT� CA I SECTION THROUGH BULKHEAD 1 1/2" 1' -0" CARPET & PAD NON- SHRINK GROUT PRECAST CONCRETE PLANK STEEL "T" BEAM 1 LAYER 5/8" GPDW ON 2" METAL STUDS 0 16" O.C. SPRAYED ACOUSTICAL TEXTURE 2-1/2" ON GPDW AND BOTTOM OF PLANKS CARPET & PAD PRECAST CONCRETE PLANK 1 LAYER 5/8" GPDW ON 3 -5/8 METAL STUDS, 0 16" O.C. SPRAYED ACOUSTICAL TEXTURE' ON.GPDW AND BOTTOM OF PLANKS SEE FIRE PROTECTION DRAWINGS (INSTALL TIGHT TO STRUCTURE) 5/8" G pDw O N 2 HOUR RATED 8' EL CMU . WALL SEE FIRE PROTECTION DRAWINGS (INSTALL TIGHT TO STRUCTURE) CARPET & PAD NON SHRINK GROUT PRECAST CONCRETE PLANK STEEL ANGLES 1 LAYER 5/8" GPM (GLUE) �- TEXTURED ACOUSTICAL SPRAY ON GPDW AND BOTTOM OF PLANKS ®STL. ANGLES @ CORR. PLANKS (Y\oa-olut Q ■iaMIis 11"a A Architec/ Planning/ Landscap Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802)4840 -9469 Job# 97- 3004.01 Date: 4 -15 -98 Sheet Description: CONSTRUCTION DETAILS Revision: Sheet A431 oP AUG' 1 3 1938 PERM1r0 Shts. KR ^le 6" (4) AT 6 "X 6" FROST UESISTANT C.T. - LA OUINTA BLUE" APPLIED OVER DOUBLE THICKNESS OF FOAM. CERAMIC TILE BY QUARRY TILE COMPANY PH# 509- 536 -9241 C.F. /C.I. ® ACCENT DETAILS NO SCALE OSECT. @ PROJECTION SCREEN METAL STUD, FRAMING PROVIDE WOOD BLOCKING AND MOUNTING HARDWARE AS REQUIRED TO SUPPORT DRAPERY TRACK & DRAPERY 2' -6 GYP. BOARD CEILING 6 DRAPERY TRACK WOOD MOULDING 3 -78" TYPE "E" LIGHT FIXTURE BEYOND WOOD MOULDING PROVIDE WOOD BLKG. AND MOUNTING HARDWARE AS REQUIRED TO SUPPORT, PROJ. SCREEN. MOUNT AS CLOSE. TO CEILING AS POSSIBLE PROJECTION SCREEN (0.F. /0.1.) SECT.@ DRAPERY POCKET •1 !30, 1998 15'44-46 A - A 2. dwg CERAMIC TILE 1" APPLIED EIFS FINISH ADDITIONAL 3/4" APPLIED EIFS ACCENT 5/8" TYPE "X" EXTERIOR GYP. BD. 9' -0" A.F.F. 2X METAL STUD BOTTOM OF MOULDING SUSPENDED ACOUSTICAL CEILING TILE METAL STUD FRAMING GYP. BOARD, FURR DOWN SUSPENDED ACOUSTICAL CEILING TILE GYP. BOARD, FURR DOWN PREFINISHED ALUM COPING W/ CONT. CLEAT R -38 BATT. INSULATION ELECTRICAL 5/8" EXTERIOR SHEATHING ALL SIDES, OVER 3-5/8", MTL. STUD ,,. 3 -5/8" MTL. STUD BRACE DRYER NO SCALE ®WALKWAY COVER PARAPET DTL. 1- 1/2 " =1' -0" BLOCKING 2 "x4" BLOCKING 1" E.I.F.S. OVER 1 LAYER 5/8" EXTERIOR SHEATHING 1' -4" ®PEDIMENT LIGHT FIXTURE DTL. 1- 1/2 " =1' -0" PREFINISHED ALUM. COPING W/ CONT. CLEAT WRAP ROOFING MEMBRANE OVER TOP OF PARAPET ROFING MEMRANE ON O TAPERED RIGID INSULATION PLYWOOD SHEATHING SEE STRUCT. DWGS. 2 "612" ROOF RAFTERS SEE STRUCT.DWGS. 9 -0 570" BEARING HT. EFS ON 5/8" TYPE 'X' GYP. CEILING BD. GFRC PORTE COCHERE COLUMN NO SCALE DRYER 06 RI MEMBRANE ON RIGID INSULATION' BELOW SPRINKLER PIPING CANT STRIP BELOW 8 "x20 go. METAL STUDS 0 2' -0" oc 2 "612" ROOF RAFTERS SEE STRUCT, OWGS. 1" E.I.F.S... ON 5/8" GYP SHEATHING 9''' -0" A.F.. BOTTOM OF F MOULDING WALKWAY COVER ®@ PORTE— COCHERE 1- 1/ 2 " =1' -0" PLAN DETAIL 3/4 �POR'E COCHERE COLUMNS GFRC COLUMN COVER STEEL COLUMN AS PER STRUCT, L X5/8" GPDW ON ' - 5/8' METAL STUD ® 16" O.C. ATTACHED TO STRUCTURE ABOVE AND BRACE AS REQUIRED TO STABALIZE HEADWALL METAL "J" BEAD GALVANIZED METAL TRIM PAINTED. 1' OVERLAPPING DRYERS 1 AND ANCHORED BEHIND GYP.BD. WALL DETAIL PREFINISHED ALUM. COPING BELOW. 4"X4" T.S. 1" E.I.F.S. ON 5/8" GYP, SHEATHING ON 2 1/2" MTL. STUDS 4" X 4" X 3/16" T.S. BEYOND SPRINKLER PIPING BEYOND Z -BAR FLASHING BEYOND TYP. CANT STRIP DETAIL SEE 8/0302, 3- 2612'5 SEE STRUCT. 15/32" ROOF SHEATHING 2 LAYERS - 5/8 F.R. GYPSUM BOARD. (1 -HR.) L i METAL TILE Rea "OGEE" TYPE PREFINISHED ALUMINUM GUTTER 8" FASCIA 16' -10 I/4 TOP OF PLAT �- FIN -0• . FLOOR SEE STRUCTURAL DRAWINGS 9' -0 5/8" An FOR BEAM SIZE AND DETAILS S ON 5/8" TYPE "X" GYP, CEILING 00 / �� , \ E.I.F.S. ON 5/8" TYPE "X" GYP, CEILING BD. � e• y 4 -6 6 1 COLOR SCHEDULE C-1 SW 2165 - ROCCOCO BEIGE C-2 SW 2282 - KASHMIR SAND C-3 SW -2391 - FALLING WATER (GREEN) C 4 SW -2391 - FALLING WATER (GREEN) C -5 SW - B/M 980 (BRONZE) C -6 'GERARD' - ROOF TILE SPANISH RED NOTE: FLASHING AT EIFS SHOULD BE PREFINISHED TO MATCH EIFS COLOR 6'X8 OUTRIGGER FS. OVER ROUND F.R.C. COLUMN 1' -2Y." METAL ROOF TILE METAL DECK - SEE STRUCTURAL PREFAB TRUSSES - SEE 514505RAL 16 STARTER BATTEN 8" FASCIA EAVE FLASHING GUFIER SOFFIT @ PORTE COCHERE Mgt ; 0( (1) METAL ROOF HIES SEE DETAIL 8 0432 TANGENT PANT N \ 1 E.I.F.S. n ,g : . " \\� \ \ 504- COLUMN DETAIL @ PORTE COCHERE 16' -106" AFF T.O. PLATE V 15' -3" AFF dy T.O. ARCH V 1 \ � AHCHLTEG OJU VO YO:L . STA1E F WASH N :,TON 1311) SET Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX 0302) 840-9489 Job# 97- 3004 "01 Date: 4 -15 -98 Sheet Description: CONSTRUCTION DETAILS Revision: A A A Sheet of17 6 T AUG 1 3 19$8 Shts. 1 & VENT iEMBLY ! P507 _ TOILET WASTE PIPE. SEE U.L. ASSEMBLY PENETRATION 3 ON P507 ' - a* :.-1" ELECTRICAL CONDUIT 2 HR. AT FLOOR PLANK _.' TO GUEST ROOM J BOX. SEE U.L. ASSEMBLY PENETRATION 4 ON E302 1 2HR. � ` \ / 00 00 0000 J L rI l 1 R PIPE. ON P507 ILY JN.P507 / 00 STIC WATER PIPE. SEE U.L. ASSEMBLY PENETRATION 1 ON P507 __ - 2 HR. (NON - INSULATED TOILET WASTE PIPE. PIPE.) SEE U.L. ASSEMBLY PENETRATION 1 ON P507 2 HR. AT SHAFT WALL r-1 'IL I II I I II F II II I HOT & COLD WATER PIPE SEE U.L. ASSEMBLY PENETRATION 1 ON P507 1 HR. ELECTRICAL OUTLET. SEE DETAIL 12/A431 FOR 2 -HR. PENETRATION —, NOT USED KRele 5/7/1998 14:37:37 A- 43B.dwg LAVATORY WASTE PIPE. SEE U.L. AS PENETRATION 4 0 1 HR. DOMESTIC WATE SEE U.L. ASSEM PENETRATION 1 1 HR. LAY. WASTE PIP SEE U.L. ASSEM PENETRATION 1 1 HR. TOILET WATER SUPPLY - PIPE. SEE U.L. ASSEMBLY PENETRATION 1 ON P507 2 HR. SECTION 3/4 = 1.--O" 8" CMU WALL 2 HR. CONST. VP MY/1.M .W.VAVAW AVAWAVITAVIINA WM. CORRIDOR GUESTROOM BATH 8" CMU WALL 2 HR. CONST. DUCT. EE WHERE S OCCURS 2HR. SHAFT WALL ENCLOSURE DUCT SEE M E CH . WHERE MECHANICAL SHAFTS CONTRACTORS OPTION TO USE ) OVER 1/2 CHANNELS THISYP. BD. LOCATION, OR DETAIL N/A438.2 r o 1LS AIWA_ O tL 2 LAYERS 5/8" TYPE "X" GYP. BD. 1 1/2" CHANNELS CONTINUOUS WELDED TO TUBE. 2 HR. SHAFTWALL CONSTRUCTION SEE H/A438.1 FOR U.L. ASSEMBLY STRUCTURAL STEEL COLUMN. SEE STRUCTURAL 1 HOUR N.C. WALL (C/A438.1) 1/2" RC`CHANNELS ID 24" O.C., 2 HR. SHL, CONRUCN SEA438.1 AFTWAL FOR U.L ST . ASSEM 0 STEEL COLUMN ® CORRIDOR SHOWER /FLOOR DRAIN SEE U.L. ASSEMBLY PENETRATION 6 ON P507 2 HR. TUB DRAIN PIPE BRASS. SEE U.L. ASSEMBLY PENETRATION 2 ON P507 2 HR. AT FLOOR PLANK TUB DRAIN PIPE. SEE U.L. ASSEMBLY PENETRATION 1 ON. P507 2 HR. AT SHAFT WALL. FIRE PROTECTION PIPE SEE U.L. ASSEMBLY PENETRATION 1 ON P507 2 HR. AT CMU WALL OILET EXHAUST DUCT. EE 2/M901 FOR ORE INFO. ST FLOOR FURRED 5/8" GPDW TO ALIGN WITH CORRIDOR WALL TOILET SHAFT SECTION s 2ND FLOOR EXERCISE ROOM', 0 /. E OFFSET FT CHASFET ._. - "_ SHA 5/8" GPDW ATTACHED TO 8" CMU WITH 2" MTL. FURRING CHANNELS SPACED ® 24" O.C. 1 HOUR N.C. WALL (C/A438.1) 1/2" R.C. CHANNELS 10 24" O.C. '. _1/2" OFFSET WHERE CMLI WALL IS PERPENDICULAR TO CORRIDOR CMU ®' CORP,: 2HR. SHAFTWALL CONSTRUCTION (H/A438.1) CONCRETE PLANK � GROUT CELLS IN AREA OF SHAFT OPENING CMU WALL BEYOND CONCRETE PLANK 2HR, SHAFTWALL, DROP CEILING MEETING ROOM 3" SOUND ATTENUATION BLANKETS CONTINUOUS EIFS ADHERED TO 8" CMU 0 . 3/4" = 1 -0" TYPICAL TOILET SHAFT EXT. GYP 5 8 SHEATHING" 7 -5/8° y 5/8" W/R GPDW ON 3 -5/8" MTL. STUDS 0 16 "0.C. 5/8" W/R GPDW. 2 HOUR SHAFTWALL CONSTRUCTION. SEE H/A438.1 FOR U.L. ASSEMBLY. 3 5/8" METAL STUDS 16" 0.C. 2 HR MASONRY WALL 5/8" GPDW ON 1/2" R.C. CHANNELS & 3 -5/8" METAL STUDS 0 16 "O.C. W/ SOUND .ATTENUATION BLANKETS. TOILET CHASE @ MASONRY WALL - D 5/8" W/R GPDW ON 3 -5/8" MTL. STUDS 0. 16 "O.C. 2HR. SHAFTWALL CONSTRUCTION SEE H/A438.1 FOR U.L. ASSEMBLY ELECTRICAL CONDUITS 5/8" W/R GROW ON 1 -5/8" MTL. STUDS W 16 "0.C. 5/8" F.R. GPDW ON I/2 "' FURRING CHANNELS 0 24" 0.C. & 3 -5/8" METAL STUDS 0 16 "0.C. W/ SOUND ATTENUATION BLANKETS ! I' inu=miMesuunniaraTIC 0 5/8" OFFSET NOTE; EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION; BETWEEN WALLS AND ROOF AND WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS. FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, .CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT LEAKAGE. OTYP. OFFSET @ EXTERIOR -vr 1.-0" ......... ............. 5/8" GPDW ATTACHED TO 8" CMU KTH 2" MT L. AT FURRING CHANNELS SPACED IN 24" O.C. EXT. WALL (E/A438.1) Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (602) -8469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: GUEST WING PAR'TT11ON DETAILS Revision: 0 A 0 Sheet A438 'g4 AUG 13 1998 P ERMITCEN TEN Shts. U411 MKnminski 4 -7 8" FLOOR UNDERSIDE OF STRUCTURE - ® TYP. FLOOR 3 5/8" MTL. STUDS ® 16" 0.C. (US 6" STUD WHERE INDICATED ON FLOOR PLANS) 5/8" GYP. BD. NOTE: REFERENCE PARTITION TYPE "C" SIMILAR CONDITION, NON- BEARING WALL. U.L. DESIGN NO. U465. WHERE PARTITION TYPE "A" IS CALLED OUT REFERENCE TYPE "C" AND DELETE THE (OPTIONAL), ITEM 3 "BATTS AND BLANKETS ". NC PARTITION U.L. DESIGN NO. U465 - NON-BEARING WALL RATING. 4/10/96 7:46 AM 1 -1/2" = 1' -0" SEALANT ® EACH SIDE ON TOP & BOTTOM OF WALL 3 5/8" MTL. STUDS G 16" 0.C. (USE 6" STUDS WHERE INDICATED ON FLOOR PLANS) 2 LAYERS OF 5/8" FIRE RATED GYP. BD. EA. SIDE ( PROVIDE FIRE RATED WATER RESISTANT GYP.. D. OUTER LAYERS IN ALL TOILET AND WET AREAS ) FIRE. RATING : 2 HR - UL DES U411 SOUND RATING : STC 50 2 HR. NC. PARTITION U.L. DESIGN NO 0411 NON BEARING 1 -1/2 = 1' -0" WALL RATING. U.B.C. ITEM NO, 16 -1,2 FLOOR AND CEILING RUNNER (NOT SHOWN) - 25 MSG (MIN.) GALV. STEEL 1 in. HIGH. RETURN LEGS 2 -1/2 In. WIDE (MIN.),. ATTACHED TO FLOOR AND CEILING VATH FASTENERS 24 in. O.C. 2, STEEL . STUDS - 2 -1/2. in. .WADE (MIN.), 1-1/4 in. LEGS, 3/8 in. RETURN, FORMED OF 25 MSG (MIN.) GALV. STEEL. MAX. STUD SPACING 24 in. O.C. STUDS TO BE CUT 3/4 In, LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND BLANKETS( - (OPTIONAL) - MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FIWNG SMD CAVTY. FASTEN EACH BATT TO WALLBOARD BASE LAYER MTH A MIN 9/16 in. LONG STAPLE. USE FIVE STAPLES FOR EACH 4 FT. PIECE. DRIVE. ONE STAPLE IN THE CENTER OF EACH PIECE AND A STAPLE AT EACH CORNER, APPROX 3 In, FROM EDGES. ' SEE BAITS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF MANUFACTURERS. 4. WALLBOARD. GYPSUM(*) 5/8 In. THICK, OUTER LAYER PAPER OR VINYL SURFACED. (LAMINATED SYSTEM). WALLBOARD APPLIED VERTICALLY IN TWO LAYERS. INNER LAYER ATTACHED TO STUDS WITH 1 in. LONG TYPE S STEEL SCREWS SPACED 8 in. O.C. ALONG VERTICAL EDGES, AND 12 in. O.C. IN THE. FIELD AND OUTER LAYER LAMINATED TO INNER LAYER MTH JOINT COMPOUND APPUED WITH A NOTCHED SPREADER PRODUCING CONTINUOUS BEADS OF COMPOUND ABOUT 3/8 In. IN DIAMETER, SPACED NOT GREATER THAN 2 In. O.C. JOINTS OF LAMINATED OUTER LAYER OFFSET 12 A. FROM INNER LAYER JOINTS. OUTER LAYER WALLBOARD IATTADIED TO FLOOR AND CEILING RUNNER TRACK WITH 1 -5/8 A. LONG TYPE S STEEL SCREWS SPACED '..12 In. .. OPTIONAL (DIRECT ATTACHED SYSTEM). INNER LAYER ATTACHED TO STUDS WITH 1 in. LONG PIPE S STEEL SCREWS SPACED 16 In. O.C. IN THE FIELD AND ALONG THE VERTICAL EDGES. OUTER LAYER ATTACHED TO THE STUDS OVER IRE INNER LAYER WITH 1 -5/8 In. LONG TYPE S STEEL SCREWS SPACED 16 In. O.C. IN THE FIELD AND ALONG THE VERTICAL EDGES AND 12 In. O.C. TO THE FLOOR AND CEILING RUNNERS, JOINTS OF SCREW- ATTACHED OUTER LAYER OFFSET FROM INNER LAYER JOINTS. JOINTS OF OUTER LAYER MAY BE TAPED OR UNTAPED. NOM. 3/32 In. THICK GYPSUM VENEER PLASTER MAY BE APPUED TO THE ENTIRE SURFACE OF. CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. -. BORAL. GYPSUM 'INC.- TYPE BO -C, DDDG3, DDG2 OR DDN1. ' CANADIAN GYPSUM CO., LTD. - TYPES C, SEX, SHX; 6RX. ' CELOTEX CORP. TYPE I OR FRP. DOMTAR GYPSUM TYPE 4, 5 OR 9 OR C. EAGLE GYPSUM PRODUCTS - TYPE' EG -C OR EGX -11. GEORGIA-PACIFIC CORP.- TYPE DOG, GPFS- 3, GPFS -6 OR GPFS -C. JAMES HARDIE GYPSUM - TYPE FIRE X. NATIONAL' GYPSUM CO. -TYPES FR, FSW,' FSW -G, WR. PABCO GYPSUM - TYPE C, PG -3, PG -5, PG -9 OR PG -C. REPUBLIC GYPSUM CO.- TYPE. RG -C. STANDARD GYPSUM CORP,- 'TYPE 'SGC, SG -C OR SGC -G, TEMPLE- INLAND FOREST PRODUCTS CORP.- TYPES T, TP -5, VPB-TTPE T. UNITED STATES GYPSUM CO.- TYPE AR,' C. FCV, IP -Xl, IP -X2. SCX, SAX, WEATHEROCK, VIRC,' OR WRX. WESTROC INDUSTRIES LTD.- TYPE WESTROC FIREBOARO. 4A. WALLBOARD. ,GYPSUM(*)- (AS AN ALTERNATE TO ITEM 4) - NOM 3/4 in. THICK, INSTALLED AS DESCRIBED IN ITEM. 4 WTH 1 -1/4. in. LONG TYPE S SCREWS FOR INNER LAYER AND 2 -1/4 in. LONG TYPE S SCREWS FOR OUTER LAYER. UNITED STATES GYPSUM CO.- '.TYPE AR. ( BEARING THE UL CLASSIFICATION MARKING. ACOUSTICAL SEALANT ® EACH SIDE ON TOP & BOTTOM OF WALL 3 5 8" MTL STUDS ®16" ., S WHE EINDICATED ON FLOOR O PLCAN(USE 6" STUDS ) 1 LAYER 5/8" F.R. GYP. BD. (PROVIDE FIRE RATED WATER RESISTANT GPDW IN BATH AND WET AREAS). 3" SOUND ATTENUATION BLANKETS', FIRE RATING: 1 HR - UL DES U465 SOUND RATING: 49 STC BASED ON 3" S.A.F.S, HR NC PARTITION o- 438 -1.d 1 -1/2" = 1' -0" CONTINUED 1' U465 1. FLOOR AND CEIUNG RUNNERS - (NOT SHOWN) - CHANNEL SHAPED RUNNERS, 3 -5/8 in. WOE (MIN.), 1 -1/4 in. LEGS. FORMED FROM NO. 25 MSG (MIN.) GALV. STEEL ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 in. O.C. MAX. 2. STEEL STUDS - CHANNEL SHAPED, 3 -5 /B In. WOE (MIN.), 1 -1/4 In. LEGS, 3/8 In. FOLDED BACK RETURNS, FORMED FROM N0. 25 MSG (MIN.) GALV. STEEL SPACED 24 in. O.C, MAX. 3. BAITS AND BLANKETS(*) - (OPTIONAL) - MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. 4. WALLBOARD, GYPSUM(*) - 5/8 In. THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 In. LONG, TYPES SELF- TAPPING STEEL SCREWS SPACED 8 In. O.C. ALONG EDGES OF BOARD AND 12 in. OC.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS In. ELS WITH LONG, TYPE 5 STEEL SCREWS SPACED 12 in. O.C. BORAL GYPSUM INC. - TYPE BG -C. CANADIAN GYPSUM CO., LTD.- TYPES C, SCX, SHX, WRX DOMTAR GYPSUM INC. - TYPE 5 OR C. EAGLE GYPSUM PRODUCTS - TYPE EG -C. GEORGIA - PACIFIC CORP., GYPSUM DIV.- GPFS -6 OR GPFS -C. NATIONAL GYPSUM CO. -TYPES FSK -G, FSW -G. PABCO GYPSUM CO.- TYPE PG -C. REPUBLIC GYPSUM CO,- TYPE RG -C. STANDARD GYPSUM CORP.- TYPE SG -C. TEMPLE- INLAND FOREST PRODUCTS CORP. - TYPE TP -5. UNITED STATES GYPSUM CO,- TYPE AR, C, IP -X2, SCX, SHX, MRC OR WRX. WESTROC INDUSTRIES LTD.- TYPE WESTROC FIREBOARD. 4A. WALLBOARD, GYPSUM(*) - (AS AN ALTERNATE TO ITEM 4) - NOM 3/4 In. THICK, 4 FT. WOE, INSTALLED AS DESCRIBED IN ITEM 4 WITH SCREW LENGTH INCREASED TO 1 -1/4 in. UNITED STATES GYPSUM CO.- TYPE AR. 4B. WALLBOARD, GYPSUM(*) - (AS AN ALTERNATE TO ITEMS 4 AND 4A) - 5/8 In. THICK INSTALLED AS DESCRIBED IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. UNITED STATES GYPSUM CO.- WEATHEROCK. 5, JOINT TAPE AND COMPOUND - VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 in. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS, AS AN ALTERNATE, NOMINAL 3/32 In. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL -NOT SHOWN) - RESILIENT 25 MSG GALV. STEEL FURRING CHANNELS SPACED VERTICALLY MAX. 24 in. O.C., FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD MTH 1/2 in. LONG TYPE S -12 PAN -HEAD STEEL SCREWS. ( BEARING THE UL CLASSIFICATION MARKING U451 5 -1 U,L, DESIGN NO. 5451 - NON- BEARING WALL RATING - 1 -1/2 HR. EXTERIOR WALL ACOUSTICAL SEALANT ® EACH SIDE ON TOP & BOTTOM OF WALL 3 5/ 8" L STUS ®16 .C. (S WHERE INDIMT D CATED ON FLOOR O.PLANS) UE 6" STUDS 1 LAYER 5/8" F.R. GYP. BD. ON EACH SIDE (PROVIDE AT TENENT SEPARATION WALLS AND BETWEEN A GUESTROOM AND A HIGH NOISE AREA AS NOTED ON PLANS.) 3" SOUND ATTENUATION BLANKETS FIRE RATING: 1 HR - UL DES. U465 SOUND RATING: 50 STC BASED ON 3" S.A.F.B. AND 3 LAYERS GPDW. HR NC PARTITION /50 STC 1. STUDS - CHANNEL HAP -1 5 ED. 2 2 In. WIDE BY 1 -1 4 in WITH / / .DEEP 5 /16 in. FOLDED BACK RETURN C LEGS. FABRICATED 25 MSG GALV. STEEL. MAX. STUD SPACING 24 In. O.C. STUDS TO BE CUT UT 1 1 A. LESS THAN ASSEMBLY Y HEIGHT. 2. FLOOR AND CEILING RUNNERS (NOT SHOWN) - CHANNEL SHAPED RUNNERS, 2 -1/2 In. WDE BY 1 -1/4 In. DEEP, FABRICATED FROM NO. 20 MSG GALV. STEEL. ATTACHED TO FLOOR AND CEILING MTH FASTENERS 24 In. 0.C, MAX, 3. FURRING CHANNEL - RESILIENT 25 MSG GALV, STEEL FURRING CHANNELS SPACED VERTICALLY MAX, 24 In, O.C., FLANGE PORTION ATTACHED TO EACH INTERSECTNG STUD WITH 1/2 in. LONG TYPE S -12 PAN HEAD STEEL SCREWS, 4. BATTS AND BLANKETS - PLACED IN STUD CABOT, 1 -1/2 in, MIN. THICKNESS. USG INTERIORS INC. UNITED STATES GYPSUM CO. 5. WALLBOARD GYPSUM - 1/2 OR 5/8 In. THICK, 4 FT. WADE. SCREW ATTACHED ONE SIDE TO FURRING CHANNELS WITH 1 In. LONG, TYPES STEEL SCREWS SPACED 12' In. O.C. WALLBOARD ON DIRECT ATTACHED SIDE SECURED TO STUDS WITH 1 In. LONG TYPE S -12 STEEL SCREWS SPACED 12 in. WALLBOARD JOINTS ORIENTED VERTICALLY, LOCATED OVER STUDS AND OFFSET BETWEEN LAYERS. BORAL GYPSUM INC.- TYPE BG -C. CANADIAN GYPSUM CO., LTD.- 1/2 In. TYPE. C, 5/8 In. TYPE SCX. DOMTAR. GYPSUM INC. -, TYPE 5 OR C. EAGLE GYPSUM PRODUCTS TYPE EG -C. GEORGIA - PACIFIC CORP., GYPSUM DIV.- TYPE GPFS -C. NATIONAL GYPSUM CO.- 15.9 mm. TYPE FR. PABCO GYPSUM CO.- TYPE OR PG -C. REPUBLIC GYPSUM CO.- TYPE RG -C. STANDARD GYPSUM CORP.- TYPE SG -C. TEMPLE- INLAND FOREST PRODUCTS CORP.- TYPE TP -5. UNITED STATES GYPSUM CO.- 1/2 in. TYPE C, IP -X2 OR NEC, 5/8 in. TYPE AR OR SCX. SA, WALLBOARD, GYPSUM( - (AS AN ALTERNATE TO ITEM 5) - NOM 3/4 in. THICK, 4 FT. WIDE, INSTALLED AS DESCRIBED IN ITEM 5 WITH SCREW LENGTH INCREASED TO 1 -1/4 in. UNITED STATES GYPSUM CO.- TYPE AR. 5B. WALLBOARD, GYPSUM(*) - (AS AN ALTERNATE TO ITEMS 5 AND 5A) - 5/8 in. THICK, 4 FT. MADE, INSTALLED AS DESCRIBED IN ITEM 5. JOINT COVERING (ITEM 6)' NOT REWIRED ON DIRECT ATTACHED SIDE. UNITED STATES GYPSUM CO.- WEATHEROCK. 6. JOINT TAPE AND COMPOUND - VINYL, DRY OR PREMIXED JOINT COMPOUND, APPUED TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 In. WOE; EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOM. 3/32 In. THICK GYPSUM VENEER PLASTER MAY BE APPUED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 7. ACOUSTCAL SEALANT(*) (OPTIONAL) - A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND- CONTROL SEALING. UNITED STATES GYPSUM CO. SEE ADHESIVES (BJLZ) CATEGORY, ( BEARING THE UL CLASSIFICATION MARKING, ACOUSTICAL SEALANT -TOP & BOTTOM OF WALL 3 5/8" x 20 GA. MTL. STUDS ® 16" O.C. SEE STRUCTURAL FOR VARIATIONS 5/8" GPDW' (® INTERIOR) R13 FIBERGLASS INSULATION 1 -1/2" = 1' -0" U.L. DESIGN NO. U472 - BEARING WALL 1 -1/2" = 1' -0" RATING - 1 HR. (EXPOSED TO FIRE ON CONTINUED INTERIOR FACE ONLY) U472 1. STEEL FLOOR AND CEILING TRACKS - (NOT SHOWN) - TOP AND BOTTOM TRACKS OF WALL ASSEMBLIES SHALL CONSIST OF STEEL MEMBERS, MIN. NO. 20 G5G (0.036 in. THICK) GALVANIZED STEEL OR NO. 20 MSG (0.033 In. THICK) PRIMED STEEL, THAT PROVIDE A SOUND STRUCTURAL CONNECTON BETWEEN STEEL STUDS, AND TO ADJACENT ASSEMBLIES SUCH AS FLOOR, CEILING, AND /OR OTHER WALLS. ATTACHED TO FLOOR AND CEILING ASSEMBLIES WITH STEEL FASTENERS SPACED NOT GREATER THAN 24 in. O.C. 2. STEEL STUDS - CORROSION - PROTECTED STEEL STUDS. MIN. 3 -1/2 In. WIDE, MIN. NO, 20 OSG (0.036 In. THICK) GALVANIZED STEEL OR NO. 20 MSG (0.033 In.. THICK) PRIMED STEEL, COLD- FORMED, SHALL BE DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE (AISI). ALL DESIGN DETAILS ENHANCING THE STRUCTURAL INTEGRITY OF THE WALL ASSEMBLY, INCLUDING THE AXIAL DESIGN LOAD OF THE STUDS, SHALL BE AS SPECIFIED BY THE STEEL STUD DESIGNER AND /OR PRODUCER, AND SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODE AGENCIES. THE MAX. STUD SPACING OF WALL ASSEMBLIES SHALL NOT EXCEED 24 In. STUDS ATTACHED TO FLOOR AND CEILING TRACKS WITH 1/2 In. LONG TYPE S -12 PAN HEAD, SELF- DRILLING, SELF - TAPPING STEEL SCREWS ON BOTH SIDES OF STUDS OR BY WELDED OR BOLTED CONNECTIONS DESIGNED IN ACCORDANCE WITH , THE AISI SPECIFICATIONS 3. LATERAL SUPPORT MEMBERS (NOT SHOWN) WHERE REQUIRED FOR LATERAL SUPPORT OF STUDS, SUPPORT MAY BE PROVIDED BY MEANS OF STEEL STRAPS, CHANNELS OR OTHER. SIMILAR MEANS AS SPECIFIED IN THE DESIGN OF A PARTICULAR STEEL STUD WALL SYSTEM. 4. WALLBOARD; GYPSUM(*) - ANT 5/8 In THICK (MIN.) GYPSUM WALLBOARD BEARING THE ULI CLASSIFICATION MARKING AS TO FIRE RESISTANCE. APPUED. VERTICALLY WITH'. TYPE S -12 BUGLE HEAD SCREWS, SPACED 8 In, O,C. AT EDGES AND JOINTS AND 12 in. 0.C. AT FIELD. SEE 'WALLBOARD GYPSUM (CKNX) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES, 5. GYPSUM SHEATHING AND EXTERIOR FACINGS - FOR EXTERIOR OF WALL 5/8 'In. THICO (MIN.) EXTERIOR REGULAR GYPSUM SHEATHING APPUED VERTICALLY AND ATTACHED TO STUDS AND RUNNER TRACKS WITH 1 In. LONG TYPE S -12 BUGLE HEAD SCREWS SPACED 12 In, 0.0 ALONG STUDS AND TRACKS. 6. FOAMED PLASTIC' - MIN. 1 In.' () SKS OF 1 MAX, POLYSTYRENE FOAMED'PLASTIC INSULATION BOARDS, SUPPLIED IN 2 BY 4 SHEETET PO S. POSITIONED HORIZONTALLY AND D STAGGERED 24. In; O.C. VERTICALLY, ATTACHED TO THE GYPSUM SHEATHING (ITEM 5) WITH ADHESIVE /BASE'COAT (ITEM 8) AT' A RATE OF 1 -1/2 GAL. PER 100 SOFT. AND (OPTIONAL) FOUR 2 -1/4 In. LONG BY 0.125 In. DIAM. SHANK PHILIP HEAD SCREWS MTH 1 -3/4 in.. DIAM PLASTIC WASHERS WITH CAP, LOCATED 2 in, FROM THE CORNERS OF THE FOAMED PLASTIC. 7. NON - METALLIC' FABRIC MESH (NOT SHOWN) - GLASSFIBER FABRIC MESH, WEIGHING APPROX. 2:5 OZ. PER SO. YD., POSITIONED VERTICALLY OVER THE FOAMED PLASTIC (ITEM 6) AND SECURED AT THE TOP WITH 16 GAUGE, 3/8 in.' LONG STAPLES RANDOMLY SPACED. 8, WALL AND PARTITION FACINGS AND ACCESSORIES- COATING. SYSTEM - THE BASE COAT IS TROWEL APPLIED OVER GLASSFIBER FABRIC MESH. (ITEM 7) AT. A RATE OF 2 GAL PER 100 SQ. FT. THE TEXTURED WALL FINISH IS THEN APPLIED OVER THE BASE COAT AT A RATE OF 2 -1/2 GAL. PER 100 S0. FT: SACO WESTERN INC. - TYPES A -5200, -5207, -5214, -5218, -5218, -5250, 9. BATTS AND BLANKETS(T) - MIN. 3 -1/2 in. MINERAL WOOL BATTS PLACED TO FILL CAVITY OF WALL. (•) BEARING THE UL CLASSIFICATION MARKING. U905 ASSOCIATED FOAM MANUFACTURERS - TYPE WSG. NOTE: 'GYP, BD. NOT REQUIRED IN, BACK' -OF -HOUSE AREAS. NOTE: GM DRYWALL AT ALL SURFACES USE EXPOSE TO GUEST VIEW. ASSEMBLY RATING I 1 HR. CONSTRUCTION NOTES:. 1. STAGGER VERTICAL JOINTS, ALL JOINTS TO BE TOOLED CONCAVE 2 ONLY NON-COMBUSTIBLE FRAMED INTO W CONSTRUCTION WALL 3. BLOCK SUPPLIER MUST SUBMIT RATED ASSEMBLY CERTIFICATION NOTE: SKIM. COAT PLASTER NOT REQUIRED IN BACK -OF -HOUSE AREAS. ACOUSTICAL SEALANT EACH SIDE ON TOP & BOTTOM OF WALL 5/8" GYP. BD. ATTACHED TO CMU WITH 2 " - "Z" METAL FURRING SPACED .® 24" O.C. CONSTRUCTION NOTES:, 1. UNITS: 7 -5/8" MIN. LOAD BRG, CONC. BLOCKS BEARING U.L. CLASSIFICATION MARKING, VARIOUS DESIGNS, 2, MORTAR: 3 -1 2 PARTS CL , EAN, SHARP SAND, 1 PORTLAND CE ENT, MAX 50 %.HYDRATED LIME 3. TO BE CONCAVETS, ALL JOINTS 4, ONLY BE INTO WONSTRUCTION WALL 5. BLOCK SUPPLIER MUST SUBMIT RATED ASSEMBLY CERTIFICATION FIRERATED CMU -1HR U.L. DESIGN NO. U905 1 -1/2" 1' -0" 1. CONCRETE BLOCKS( :- VARIOUS DESIGNS, CLASSIFICATION 0 -2 (2 HR,) SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 In. THICK, OF NOT LESS THAN 2 -1/4 AND NOT MORE THAN 3 -1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT. (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED UME (BY CEMENT VOLUME), VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER ADD 1/2 HR. TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON : THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1 -1/2 HR 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED MTH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS) WATER REPELLANT VERMICULITE MASONRY FILL. INSULATION. OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR. TO CLASSIFICATION. ( BEARING THE UL CLASSIFICATION MARKING. SKIM COAT PLASTER APPLIED j TO C.M.U. IN STAIRWELL. ACOUSTICAL SEALANT ON TOP & BOTTOM OF WALL 5/8" GPDW ATTACHED TO CMU, WITH 2 " - "Z" METAL FURRING SPACED ..® 24" O.C. FIRERATED CMU -2 HR U.L. DESIGN NO. U905 - 1 -1/2" = 1' -0" BEARING 'WALL RATING 2 HR. NON- BEARING WALL RATING - 2 HR. PART ) 0 CONTINUED. T U905 1. CONCRETE BLOCKS(*) - VARIOUS DESIGNS. CLASSIFICATION D -2 (2 HR.) SEE CONCRETE BLOCKS CATEGORY FOR LIST OF EUGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 In. THICK, OF NOT LESS THAN 2 -1/4 AND NOT MORE THAN 3 -1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED, 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR. TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPUED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1 -1/2 HR. 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED MTH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS) WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2HR. TO CLASSIFICATION. (•) BEARING THE UL CLASSIFICATION MARKING. U428 2HR. NC SHAFTWALL ENCLOSURE U.L. DESIGN NO. U428 - NON-BEARING WALL RATING ACOUSTICAL SEALANT 0 TOP & BOTTOM OF WALL "J" RUNNER TOP & BOTTOM 1" SOUND CONTROL BLANKET, 1" THICK GYPSUM SHAFTWALL LINER W/ 2 -1/2" C -H STUDS 0 16" O,C. 2 LAYERS 1/2" FIRERATED GPDW.(PROVIDE FIRE RATED WATER RESISTANT GPDW OUTER LAYER IN ALL BATH & WET AREAS) FIRE RATING: 2 HR SOUND RATING:39 USG - 750302 (47 W/ 1 SOUND ATTEN. BLANKETS BBN- 750706L 1. FLOOR AND CEILING RUNNERS - "J' SHAPED RUNNERS, 2 -1/2 in, WIDE WITH UNEQUAL LEGS OF 1 In. AND 2 -1/4 in„ FABRICATED FROM 25 MSG GALV. STEEL RUNNERS POSITIONED WITH SHORT LEG TOWARD FINISHED SIDE OF WALL RUNNERS ATTACHED TO STRUCTURAL SUPPORTS MTH STEEL FASTENERS LOCATED NOT MORE THAN 2 In. FROM ENDS AND NOT MORE THAN 24 In. O.C. 2. STEEL STUDS - "C -r SHAPED STUDS I -5/8 N. WIDE BY 2 -1/2 In, ' DEEP, FABRICATED FROM 25 MSG GALV, STEEL. CUT TO LENGTHS 3/4 In. LESS THAN FLOOR -TO- CEILING HEIGHT AND SPACED 24 In. OR 600 mm. O.C. 3. WALLBOARD, GYPSUM(T) - 1 in. THICK GYPSUM WALLBOARD LINER PANELS, SUPPUED IN NOM. 24 in OR 800 mm. (FOR METRIC SPACING). MOTHS. PANELS CUT I In. LESS IN LENGTH THAN THE FLOOR -TO CEILING HEIGHT. VERTICAL EDGES INSERTED IN T" SHAPED SECTION OF C -T STUDS. FREE EDGE OF END PANELS SECURED TO LONG LEG OF J RUNNER NTH TABS IN RUNNER OR 1 -5/8 N. LONG TYPE S SELF - TAPPING BUGLE HEAD STEEL SCREWS SPACED. NOT MORE THAN 12 in. O.C. BORAL GYPSUM INC. - TYPE BG -C EAGLE - GYPSUM. PRODUCTS - TYPE EG -C PABCO GYPSUM' CO. - TYPE PG -C REPUBLIC GYPSUM - TYPE RG -C TEMPLE- INLAND PRODUCTS CORP. - TYPE 1P -6 4. WALLBOARD. GYPSUM( - 1/2 OR 5/8 In. THICK, 4 FT. WOE. APPUED IN TWO LAYERS. BASE LAYER ATTACHED AT RIGHT ANGLES TO STUDS AND SIDE "J" RUNNERS WITH 1 in, LONG TYPE S SELF- TAPPING STEEL SCREWS STARTING AT 2 in, FROM THE FLOOR AND CEILING RUNNERS AND SPACED A MAXIMUM 24 in. O.C. ALONG THE VERTICAL EDGES AND IN THE FIELD OF THE BOARDS. FACE LAYER ORIENTED PARALLEL TO STUDS AND SIDE "J' RUNNERS AND ATTACHED MTH 1 -5/8 In. LONG TYPE S SELF- TAPPING STEEL SCREWS, STARTING AT 3 In. FROM THE FLOOR AND CEILING RUNNERS AND SPACED A MAXIMUM 12 in O.C. ALONG THE VERTCAL EDGES AND IN THE FIELD OF THE BOARDS. FACE LAYER JOINTS COVERED WITH PAPER TAPE AND TWO COATS OF JOINT COMPOUND. EXPOSED SCREW HEADS COVERED WITH TWO COATS OF JOINT COMPOUND, BORAL GYPSUM INC. - TYPE BC-8 EAGLE- GYPSUM PRODUCTS - TYPE EG -S PABCO GYPSUM CO. - TYPE PG -10 REPUBUC GYPSUM - TYPE RG -10 STANDARD GYPSUM CORP.- TYPE SG -C. TEMPLE- INLAND PRODUCTS CORP. - TYPE 1P -5 5. BATTS AND BLANKETS(*) - (OPTIONAL)- MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. ANY MINERAL WOOL OR GLASS FIBER BATT MATERIAL BEARING THE UL CLASSIFICATION MARKING AS TO FIRE RESISTANCE. CO BEARING THE UL CLASSIFICATION MARKING. EXTERIOR U913 INTERIOR BEARING WALL RAIN §G - 2HR, NON- BEARING WALL RATING - 2 HR. RIGID INSULATION ON 7-5/8 CMU. EXCEPTION: NOT REQUIRED INSIDE SHAFTS. 5/8" F.R. GYP. BD. OVER 2 " - "Z" FURRING 0 24" O.C. EXCEPTION: PROVIDE SKIM COAT PLASTER APPLIED TO C.M.U. IN STAIRWELLS. O tt 0/ NOTE: SEE ARCHITECTURAL FLOOR PLANS FOR ONE OR TWO HOUR RATING OF WALL ASSEMBLY, FIRE RATED CMU @ EX TERIOR U.L. DESIGN NO. U913 - 1 -1/2" -,1' -0 1. CONCRETE BLOCKS - VARIOUS DESIGNS CLASSIFICATION D -2 (2 HR.). SEE CONCRETE BLOCKS CATEGORY FOR LIST, OF ELIGIBLE MANUFACTURERS. 2, MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM 3/8 In. THICK, CF NOT LESS THAN 2 -I/4 AND NOT MORE THAN 3 -1/2 PARTS CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTOrIED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT'' VOLUME),'' VERTICAL JOINTS. STAGGERED. 3, FOAMED PLASTIC( - MIN. 1 In. THICK, DENSITY OF I PCF MAX., POLYSTYRENE FOAMED PLASTIC INSULATION BOARDS. SUPPLIED IN 2 BY 4 FT. SHEETS. POSITIONED HORIZONTALLY AND STAGGERED 24 In, O.C. VERTICALLY, AND ATTACHED TO THE CONCRETE BLOCKS (ITEM 1) NTH ADHESIVE /BASE COAT (ITEM S) APPLIED AT A RATE OF 1 -1/2 GAL PER 100 SO, FT, ASSOCIATED FOAM MANUFACTURERS - TYPE WSG. 4. NON- METALLIC FABRIC MESH (NOT SHOWN) - GLASS FIBER FABRIC MESH, WEIGHING APPROXIMATELY 2,5 OZ. /SQ, YD., POSITIONED VERTICALLY OVER THE FOAMED PLASTIC (ITEM 3). AND SECURED AT THE TOP WITH 16 GAUGE' 3/B in. LONG STAPLES RANDOMLY SPACED, 5. WALL AND PARTITION FACINGS AND ACCESSORIES - COATING SYSTEM -THE BASE COAT IS TROWEL- APPLIED OVER GLASS FIBER FABRIC MESH (ITEM 4) AT A RATE OF 2 GAL. PER 100 SO. FT. THE TEXTURED WALL FINISH IS THEN APPLIED OVER THE BASE COAT AT A RATE OF 2 -1/2 GAL. PER 100 SQ. FT. GACO WESTERN INC.- TYPES A -5200, -5207, -5214, -5216, -5218, -5250. (•) BEARING THE UL CLASSIFICATION MARKING 1 -1/2" m 1' -0" 1 9 I Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: GUESTWING BUILDING PART111ON TYPES Revision: A A A A Q >- 0 • J LL z Z 0 0 we _Z Q Z z > <t o af o m - W� z U W z N 1 GARY D 7000 STATE OF WASHIANTON BID SET 0 L Woe cc z `two z I - o 0 co < N zZ J < Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Sheet A438.1 CT E. 0 AUG 1 3 1/99 PERMIT CENTER Shts. � r >\ ), U411 MKnminski 4 -7 8" FLOOR UNDERSIDE OF STRUCTURE - ® TYP. FLOOR 3 5/8" MTL. STUDS ® 16" 0.C. (US 6" STUD WHERE INDICATED ON FLOOR PLANS) 5/8" GYP. BD. NOTE: REFERENCE PARTITION TYPE "C" SIMILAR CONDITION, NON- BEARING WALL. U.L. DESIGN NO. U465. WHERE PARTITION TYPE "A" IS CALLED OUT REFERENCE TYPE "C" AND DELETE THE (OPTIONAL), ITEM 3 "BATTS AND BLANKETS ". NC PARTITION U.L. DESIGN NO. U465 - NON-BEARING WALL RATING. 4/10/96 7:46 AM 1 -1/2" = 1' -0" SEALANT ® EACH SIDE ON TOP & BOTTOM OF WALL 3 5/8" MTL. STUDS G 16" 0.C. (USE 6" STUDS WHERE INDICATED ON FLOOR PLANS) 2 LAYERS OF 5/8" FIRE RATED GYP. BD. EA. SIDE ( PROVIDE FIRE RATED WATER RESISTANT GYP.. D. OUTER LAYERS IN ALL TOILET AND WET AREAS ) FIRE. RATING : 2 HR - UL DES U411 SOUND RATING : STC 50 2 HR. NC. PARTITION U.L. DESIGN NO 0411 NON BEARING 1 -1/2 = 1' -0" WALL RATING. U.B.C. ITEM NO, 16 -1,2 FLOOR AND CEILING RUNNER (NOT SHOWN) - 25 MSG (MIN.) GALV. STEEL 1 in. HIGH. RETURN LEGS 2 -1/2 In. WIDE (MIN.),. ATTACHED TO FLOOR AND CEILING VATH FASTENERS 24 in. O.C. 2, STEEL . STUDS - 2 -1/2. in. .WADE (MIN.), 1-1/4 in. LEGS, 3/8 in. RETURN, FORMED OF 25 MSG (MIN.) GALV. STEEL. MAX. STUD SPACING 24 in. O.C. STUDS TO BE CUT 3/4 In, LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND BLANKETS( - (OPTIONAL) - MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FIWNG SMD CAVTY. FASTEN EACH BATT TO WALLBOARD BASE LAYER MTH A MIN 9/16 in. LONG STAPLE. USE FIVE STAPLES FOR EACH 4 FT. PIECE. DRIVE. ONE STAPLE IN THE CENTER OF EACH PIECE AND A STAPLE AT EACH CORNER, APPROX 3 In, FROM EDGES. ' SEE BAITS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF MANUFACTURERS. 4. WALLBOARD. GYPSUM(*) 5/8 In. THICK, OUTER LAYER PAPER OR VINYL SURFACED. (LAMINATED SYSTEM). WALLBOARD APPLIED VERTICALLY IN TWO LAYERS. INNER LAYER ATTACHED TO STUDS WITH 1 in. LONG TYPE S STEEL SCREWS SPACED 8 in. O.C. ALONG VERTICAL EDGES, AND 12 in. O.C. IN THE. FIELD AND OUTER LAYER LAMINATED TO INNER LAYER MTH JOINT COMPOUND APPUED WITH A NOTCHED SPREADER PRODUCING CONTINUOUS BEADS OF COMPOUND ABOUT 3/8 In. IN DIAMETER, SPACED NOT GREATER THAN 2 In. O.C. JOINTS OF LAMINATED OUTER LAYER OFFSET 12 A. FROM INNER LAYER JOINTS. OUTER LAYER WALLBOARD IATTADIED TO FLOOR AND CEILING RUNNER TRACK WITH 1 -5/8 A. LONG TYPE S STEEL SCREWS SPACED '..12 In. .. OPTIONAL (DIRECT ATTACHED SYSTEM). INNER LAYER ATTACHED TO STUDS WITH 1 in. LONG PIPE S STEEL SCREWS SPACED 16 In. O.C. IN THE FIELD AND ALONG THE VERTICAL EDGES. OUTER LAYER ATTACHED TO THE STUDS OVER IRE INNER LAYER WITH 1 -5/8 In. LONG TYPE S STEEL SCREWS SPACED 16 In. O.C. IN THE FIELD AND ALONG THE VERTICAL EDGES AND 12 In. O.C. TO THE FLOOR AND CEILING RUNNERS, JOINTS OF SCREW- ATTACHED OUTER LAYER OFFSET FROM INNER LAYER JOINTS. JOINTS OF OUTER LAYER MAY BE TAPED OR UNTAPED. NOM. 3/32 In. THICK GYPSUM VENEER PLASTER MAY BE APPUED TO THE ENTIRE SURFACE OF. CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. -. BORAL. GYPSUM 'INC.- TYPE BO -C, DDDG3, DDG2 OR DDN1. ' CANADIAN GYPSUM CO., LTD. - TYPES C, SEX, SHX; 6RX. ' CELOTEX CORP. TYPE I OR FRP. DOMTAR GYPSUM TYPE 4, 5 OR 9 OR C. EAGLE GYPSUM PRODUCTS - TYPE' EG -C OR EGX -11. GEORGIA-PACIFIC CORP.- TYPE DOG, GPFS- 3, GPFS -6 OR GPFS -C. JAMES HARDIE GYPSUM - TYPE FIRE X. NATIONAL' GYPSUM CO. -TYPES FR, FSW,' FSW -G, WR. PABCO GYPSUM - TYPE C, PG -3, PG -5, PG -9 OR PG -C. REPUBLIC GYPSUM CO.- TYPE. RG -C. STANDARD GYPSUM CORP,- 'TYPE 'SGC, SG -C OR SGC -G, TEMPLE- INLAND FOREST PRODUCTS CORP.- TYPES T, TP -5, VPB-TTPE T. UNITED STATES GYPSUM CO.- TYPE AR,' C. FCV, IP -Xl, IP -X2. SCX, SAX, WEATHEROCK, VIRC,' OR WRX. WESTROC INDUSTRIES LTD.- TYPE WESTROC FIREBOARO. 4A. WALLBOARD. ,GYPSUM(*)- (AS AN ALTERNATE TO ITEM 4) - NOM 3/4 in. THICK, INSTALLED AS DESCRIBED IN ITEM. 4 WTH 1 -1/4. in. LONG TYPE S SCREWS FOR INNER LAYER AND 2 -1/4 in. LONG TYPE S SCREWS FOR OUTER LAYER. UNITED STATES GYPSUM CO.- '.TYPE AR. ( BEARING THE UL CLASSIFICATION MARKING. ACOUSTICAL SEALANT ® EACH SIDE ON TOP & BOTTOM OF WALL 3 5 8" MTL STUDS ®16" ., S WHE EINDICATED ON FLOOR O PLCAN(USE 6" STUDS ) 1 LAYER 5/8" F.R. GYP. BD. (PROVIDE FIRE RATED WATER RESISTANT GPDW IN BATH AND WET AREAS). 3" SOUND ATTENUATION BLANKETS', FIRE RATING: 1 HR - UL DES U465 SOUND RATING: 49 STC BASED ON 3" S.A.F.S, HR NC PARTITION o- 438 -1.d 1 -1/2" = 1' -0" CONTINUED 1' U465 1. FLOOR AND CEIUNG RUNNERS - (NOT SHOWN) - CHANNEL SHAPED RUNNERS, 3 -5/8 in. WOE (MIN.), 1 -1/4 in. LEGS. FORMED FROM NO. 25 MSG (MIN.) GALV. STEEL ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 in. O.C. MAX. 2. STEEL STUDS - CHANNEL SHAPED, 3 -5 /B In. WOE (MIN.), 1 -1/4 In. LEGS, 3/8 In. FOLDED BACK RETURNS, FORMED FROM N0. 25 MSG (MIN.) GALV. STEEL SPACED 24 in. O.C, MAX. 3. BAITS AND BLANKETS(*) - (OPTIONAL) - MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. 4. WALLBOARD, GYPSUM(*) - 5/8 In. THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 In. LONG, TYPES SELF- TAPPING STEEL SCREWS SPACED 8 In. O.C. ALONG EDGES OF BOARD AND 12 in. OC.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS In. ELS WITH LONG, TYPE 5 STEEL SCREWS SPACED 12 in. O.C. BORAL GYPSUM INC. - TYPE BG -C. CANADIAN GYPSUM CO., LTD.- TYPES C, SCX, SHX, WRX DOMTAR GYPSUM INC. - TYPE 5 OR C. EAGLE GYPSUM PRODUCTS - TYPE EG -C. GEORGIA - PACIFIC CORP., GYPSUM DIV.- GPFS -6 OR GPFS -C. NATIONAL GYPSUM CO. -TYPES FSK -G, FSW -G. PABCO GYPSUM CO.- TYPE PG -C. REPUBLIC GYPSUM CO,- TYPE RG -C. STANDARD GYPSUM CORP.- TYPE SG -C. TEMPLE- INLAND FOREST PRODUCTS CORP. - TYPE TP -5. UNITED STATES GYPSUM CO,- TYPE AR, C, IP -X2, SCX, SHX, MRC OR WRX. WESTROC INDUSTRIES LTD.- TYPE WESTROC FIREBOARD. 4A. WALLBOARD, GYPSUM(*) - (AS AN ALTERNATE TO ITEM 4) - NOM 3/4 In. THICK, 4 FT. WOE, INSTALLED AS DESCRIBED IN ITEM 4 WITH SCREW LENGTH INCREASED TO 1 -1/4 in. UNITED STATES GYPSUM CO.- TYPE AR. 4B. WALLBOARD, GYPSUM(*) - (AS AN ALTERNATE TO ITEMS 4 AND 4A) - 5/8 In. THICK INSTALLED AS DESCRIBED IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. UNITED STATES GYPSUM CO.- WEATHEROCK. 5, JOINT TAPE AND COMPOUND - VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 in. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS, AS AN ALTERNATE, NOMINAL 3/32 In. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL -NOT SHOWN) - RESILIENT 25 MSG GALV. STEEL FURRING CHANNELS SPACED VERTICALLY MAX. 24 in. O.C., FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD MTH 1/2 in. LONG TYPE S -12 PAN -HEAD STEEL SCREWS. ( BEARING THE UL CLASSIFICATION MARKING U451 5 -1 U,L, DESIGN NO. 5451 - NON- BEARING WALL RATING - 1 -1/2 HR. EXTERIOR WALL ACOUSTICAL SEALANT ® EACH SIDE ON TOP & BOTTOM OF WALL 3 5/ 8" L STUS ®16 .C. (S WHERE INDIMT D CATED ON FLOOR O.PLANS) UE 6" STUDS 1 LAYER 5/8" F.R. GYP. BD. ON EACH SIDE (PROVIDE AT TENENT SEPARATION WALLS AND BETWEEN A GUESTROOM AND A HIGH NOISE AREA AS NOTED ON PLANS.) 3" SOUND ATTENUATION BLANKETS FIRE RATING: 1 HR - UL DES. U465 SOUND RATING: 50 STC BASED ON 3" S.A.F.B. AND 3 LAYERS GPDW. HR NC PARTITION /50 STC 1. STUDS - CHANNEL HAP -1 5 ED. 2 2 In. WIDE BY 1 -1 4 in WITH / / .DEEP 5 /16 in. FOLDED BACK RETURN C LEGS. FABRICATED 25 MSG GALV. STEEL. MAX. STUD SPACING 24 In. O.C. STUDS TO BE CUT UT 1 1 A. LESS THAN ASSEMBLY Y HEIGHT. 2. FLOOR AND CEILING RUNNERS (NOT SHOWN) - CHANNEL SHAPED RUNNERS, 2 -1/2 In. WDE BY 1 -1/4 In. DEEP, FABRICATED FROM NO. 20 MSG GALV. STEEL. ATTACHED TO FLOOR AND CEILING MTH FASTENERS 24 In. 0.C, MAX, 3. FURRING CHANNEL - RESILIENT 25 MSG GALV, STEEL FURRING CHANNELS SPACED VERTICALLY MAX, 24 In, O.C., FLANGE PORTION ATTACHED TO EACH INTERSECTNG STUD WITH 1/2 in. LONG TYPE S -12 PAN HEAD STEEL SCREWS, 4. BATTS AND BLANKETS - PLACED IN STUD CABOT, 1 -1/2 in, MIN. THICKNESS. USG INTERIORS INC. UNITED STATES GYPSUM CO. 5. WALLBOARD GYPSUM - 1/2 OR 5/8 In. THICK, 4 FT. WADE. SCREW ATTACHED ONE SIDE TO FURRING CHANNELS WITH 1 In. LONG, TYPES STEEL SCREWS SPACED 12' In. O.C. WALLBOARD ON DIRECT ATTACHED SIDE SECURED TO STUDS WITH 1 In. LONG TYPE S -12 STEEL SCREWS SPACED 12 in. WALLBOARD JOINTS ORIENTED VERTICALLY, LOCATED OVER STUDS AND OFFSET BETWEEN LAYERS. BORAL GYPSUM INC.- TYPE BG -C. CANADIAN GYPSUM CO., LTD.- 1/2 In. TYPE. C, 5/8 In. TYPE SCX. DOMTAR. GYPSUM INC. -, TYPE 5 OR C. EAGLE GYPSUM PRODUCTS TYPE EG -C. GEORGIA - PACIFIC CORP., GYPSUM DIV.- TYPE GPFS -C. NATIONAL GYPSUM CO.- 15.9 mm. TYPE FR. PABCO GYPSUM CO.- TYPE OR PG -C. REPUBLIC GYPSUM CO.- TYPE RG -C. STANDARD GYPSUM CORP.- TYPE SG -C. TEMPLE- INLAND FOREST PRODUCTS CORP.- TYPE TP -5. UNITED STATES GYPSUM CO.- 1/2 in. TYPE C, IP -X2 OR NEC, 5/8 in. TYPE AR OR SCX. SA, WALLBOARD, GYPSUM( - (AS AN ALTERNATE TO ITEM 5) - NOM 3/4 in. THICK, 4 FT. WIDE, INSTALLED AS DESCRIBED IN ITEM 5 WITH SCREW LENGTH INCREASED TO 1 -1/4 in. UNITED STATES GYPSUM CO.- TYPE AR. 5B. WALLBOARD, GYPSUM(*) - (AS AN ALTERNATE TO ITEMS 5 AND 5A) - 5/8 in. THICK, 4 FT. MADE, INSTALLED AS DESCRIBED IN ITEM 5. JOINT COVERING (ITEM 6)' NOT REWIRED ON DIRECT ATTACHED SIDE. UNITED STATES GYPSUM CO.- WEATHEROCK. 6. JOINT TAPE AND COMPOUND - VINYL, DRY OR PREMIXED JOINT COMPOUND, APPUED TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 In. WOE; EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOM. 3/32 In. THICK GYPSUM VENEER PLASTER MAY BE APPUED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 7. ACOUSTCAL SEALANT(*) (OPTIONAL) - A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND- CONTROL SEALING. UNITED STATES GYPSUM CO. SEE ADHESIVES (BJLZ) CATEGORY, ( BEARING THE UL CLASSIFICATION MARKING, ACOUSTICAL SEALANT -TOP & BOTTOM OF WALL 3 5/8" x 20 GA. MTL. STUDS ® 16" O.C. SEE STRUCTURAL FOR VARIATIONS 5/8" GPDW' (® INTERIOR) R13 FIBERGLASS INSULATION 1 -1/2" = 1' -0" U.L. DESIGN NO. U472 - BEARING WALL 1 -1/2" = 1' -0" RATING - 1 HR. (EXPOSED TO FIRE ON CONTINUED INTERIOR FACE ONLY) U472 1. STEEL FLOOR AND CEILING TRACKS - (NOT SHOWN) - TOP AND BOTTOM TRACKS OF WALL ASSEMBLIES SHALL CONSIST OF STEEL MEMBERS, MIN. NO. 20 G5G (0.036 in. THICK) GALVANIZED STEEL OR NO. 20 MSG (0.033 In. THICK) PRIMED STEEL, THAT PROVIDE A SOUND STRUCTURAL CONNECTON BETWEEN STEEL STUDS, AND TO ADJACENT ASSEMBLIES SUCH AS FLOOR, CEILING, AND /OR OTHER WALLS. ATTACHED TO FLOOR AND CEILING ASSEMBLIES WITH STEEL FASTENERS SPACED NOT GREATER THAN 24 in. O.C. 2. STEEL STUDS - CORROSION - PROTECTED STEEL STUDS. MIN. 3 -1/2 In. WIDE, MIN. NO, 20 OSG (0.036 In. THICK) GALVANIZED STEEL OR NO. 20 MSG (0.033 In.. THICK) PRIMED STEEL, COLD- FORMED, SHALL BE DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE (AISI). ALL DESIGN DETAILS ENHANCING THE STRUCTURAL INTEGRITY OF THE WALL ASSEMBLY, INCLUDING THE AXIAL DESIGN LOAD OF THE STUDS, SHALL BE AS SPECIFIED BY THE STEEL STUD DESIGNER AND /OR PRODUCER, AND SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODE AGENCIES. THE MAX. STUD SPACING OF WALL ASSEMBLIES SHALL NOT EXCEED 24 In. STUDS ATTACHED TO FLOOR AND CEILING TRACKS WITH 1/2 In. LONG TYPE S -12 PAN HEAD, SELF- DRILLING, SELF - TAPPING STEEL SCREWS ON BOTH SIDES OF STUDS OR BY WELDED OR BOLTED CONNECTIONS DESIGNED IN ACCORDANCE WITH , THE AISI SPECIFICATIONS 3. LATERAL SUPPORT MEMBERS (NOT SHOWN) WHERE REQUIRED FOR LATERAL SUPPORT OF STUDS, SUPPORT MAY BE PROVIDED BY MEANS OF STEEL STRAPS, CHANNELS OR OTHER. SIMILAR MEANS AS SPECIFIED IN THE DESIGN OF A PARTICULAR STEEL STUD WALL SYSTEM. 4. WALLBOARD; GYPSUM(*) - ANT 5/8 In THICK (MIN.) GYPSUM WALLBOARD BEARING THE ULI CLASSIFICATION MARKING AS TO FIRE RESISTANCE. APPUED. VERTICALLY WITH'. TYPE S -12 BUGLE HEAD SCREWS, SPACED 8 In, O,C. AT EDGES AND JOINTS AND 12 in. 0.C. AT FIELD. SEE 'WALLBOARD GYPSUM (CKNX) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES, 5. GYPSUM SHEATHING AND EXTERIOR FACINGS - FOR EXTERIOR OF WALL 5/8 'In. THICO (MIN.) EXTERIOR REGULAR GYPSUM SHEATHING APPUED VERTICALLY AND ATTACHED TO STUDS AND RUNNER TRACKS WITH 1 In. LONG TYPE S -12 BUGLE HEAD SCREWS SPACED 12 In, 0.0 ALONG STUDS AND TRACKS. 6. FOAMED PLASTIC' - MIN. 1 In.' () SKS OF 1 MAX, POLYSTYRENE FOAMED'PLASTIC INSULATION BOARDS, SUPPLIED IN 2 BY 4 SHEETET PO S. POSITIONED HORIZONTALLY AND D STAGGERED 24. In; O.C. VERTICALLY, ATTACHED TO THE GYPSUM SHEATHING (ITEM 5) WITH ADHESIVE /BASE'COAT (ITEM 8) AT' A RATE OF 1 -1/2 GAL. PER 100 SOFT. AND (OPTIONAL) FOUR 2 -1/4 In. LONG BY 0.125 In. DIAM. SHANK PHILIP HEAD SCREWS MTH 1 -3/4 in.. DIAM PLASTIC WASHERS WITH CAP, LOCATED 2 in, FROM THE CORNERS OF THE FOAMED PLASTIC. 7. NON - METALLIC' FABRIC MESH (NOT SHOWN) - GLASSFIBER FABRIC MESH, WEIGHING APPROX. 2:5 OZ. PER SO. YD., POSITIONED VERTICALLY OVER THE FOAMED PLASTIC (ITEM 6) AND SECURED AT THE TOP WITH 16 GAUGE, 3/8 in.' LONG STAPLES RANDOMLY SPACED. 8, WALL AND PARTITION FACINGS AND ACCESSORIES- COATING. SYSTEM - THE BASE COAT IS TROWEL APPLIED OVER GLASSFIBER FABRIC MESH. (ITEM 7) AT. A RATE OF 2 GAL PER 100 SQ. FT. THE TEXTURED WALL FINISH IS THEN APPLIED OVER THE BASE COAT AT A RATE OF 2 -1/2 GAL. PER 100 S0. FT: SACO WESTERN INC. - TYPES A -5200, -5207, -5214, -5218, -5218, -5250, 9. BATTS AND BLANKETS(T) - MIN. 3 -1/2 in. MINERAL WOOL BATTS PLACED TO FILL CAVITY OF WALL. (•) BEARING THE UL CLASSIFICATION MARKING. U905 ASSOCIATED FOAM MANUFACTURERS - TYPE WSG. NOTE: 'GYP, BD. NOT REQUIRED IN, BACK' -OF -HOUSE AREAS. NOTE: GM DRYWALL AT ALL SURFACES USE EXPOSE TO GUEST VIEW. ASSEMBLY RATING I 1 HR. CONSTRUCTION NOTES:. 1. STAGGER VERTICAL JOINTS, ALL JOINTS TO BE TOOLED CONCAVE 2 ONLY NON-COMBUSTIBLE FRAMED INTO W CONSTRUCTION WALL 3. BLOCK SUPPLIER MUST SUBMIT RATED ASSEMBLY CERTIFICATION NOTE: SKIM. COAT PLASTER NOT REQUIRED IN BACK -OF -HOUSE AREAS. ACOUSTICAL SEALANT EACH SIDE ON TOP & BOTTOM OF WALL 5/8" GYP. BD. ATTACHED TO CMU WITH 2 " - "Z" METAL FURRING SPACED .® 24" O.C. CONSTRUCTION NOTES:, 1. UNITS: 7 -5/8" MIN. LOAD BRG, CONC. BLOCKS BEARING U.L. CLASSIFICATION MARKING, VARIOUS DESIGNS, 2, MORTAR: 3 -1 2 PARTS CL , EAN, SHARP SAND, 1 PORTLAND CE ENT, MAX 50 %.HYDRATED LIME 3. TO BE CONCAVETS, ALL JOINTS 4, ONLY BE INTO WONSTRUCTION WALL 5. BLOCK SUPPLIER MUST SUBMIT RATED ASSEMBLY CERTIFICATION FIRERATED CMU -1HR U.L. DESIGN NO. U905 1 -1/2" 1' -0" 1. CONCRETE BLOCKS( :- VARIOUS DESIGNS, CLASSIFICATION 0 -2 (2 HR,) SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 In. THICK, OF NOT LESS THAN 2 -1/4 AND NOT MORE THAN 3 -1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT. (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED UME (BY CEMENT VOLUME), VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER ADD 1/2 HR. TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON : THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1 -1/2 HR 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED MTH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS) WATER REPELLANT VERMICULITE MASONRY FILL. INSULATION. OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR. TO CLASSIFICATION. ( BEARING THE UL CLASSIFICATION MARKING. SKIM COAT PLASTER APPLIED j TO C.M.U. IN STAIRWELL. ACOUSTICAL SEALANT ON TOP & BOTTOM OF WALL 5/8" GPDW ATTACHED TO CMU, WITH 2 " - "Z" METAL FURRING SPACED ..® 24" O.C. FIRERATED CMU -2 HR U.L. DESIGN NO. U905 - 1 -1/2" = 1' -0" BEARING 'WALL RATING 2 HR. NON- BEARING WALL RATING - 2 HR. PART ) 0 CONTINUED. T U905 1. CONCRETE BLOCKS(*) - VARIOUS DESIGNS. CLASSIFICATION D -2 (2 HR.) SEE CONCRETE BLOCKS CATEGORY FOR LIST OF EUGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 In. THICK, OF NOT LESS THAN 2 -1/4 AND NOT MORE THAN 3 -1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED, 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR. TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPUED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1 -1/2 HR. 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED MTH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS) WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2HR. TO CLASSIFICATION. (•) BEARING THE UL CLASSIFICATION MARKING. U428 2HR. NC SHAFTWALL ENCLOSURE U.L. DESIGN NO. U428 - NON-BEARING WALL RATING ACOUSTICAL SEALANT 0 TOP & BOTTOM OF WALL "J" RUNNER TOP & BOTTOM 1" SOUND CONTROL BLANKET, 1" THICK GYPSUM SHAFTWALL LINER W/ 2 -1/2" C -H STUDS 0 16" O,C. 2 LAYERS 1/2" FIRERATED GPDW.(PROVIDE FIRE RATED WATER RESISTANT GPDW OUTER LAYER IN ALL BATH & WET AREAS) FIRE RATING: 2 HR SOUND RATING:39 USG - 750302 (47 W/ 1 SOUND ATTEN. BLANKETS BBN- 750706L 1. FLOOR AND CEILING RUNNERS - "J' SHAPED RUNNERS, 2 -1/2 in, WIDE WITH UNEQUAL LEGS OF 1 In. AND 2 -1/4 in„ FABRICATED FROM 25 MSG GALV. STEEL RUNNERS POSITIONED WITH SHORT LEG TOWARD FINISHED SIDE OF WALL RUNNERS ATTACHED TO STRUCTURAL SUPPORTS MTH STEEL FASTENERS LOCATED NOT MORE THAN 2 In. FROM ENDS AND NOT MORE THAN 24 In. O.C. 2. STEEL STUDS - "C -r SHAPED STUDS I -5/8 N. WIDE BY 2 -1/2 In, ' DEEP, FABRICATED FROM 25 MSG GALV, STEEL. CUT TO LENGTHS 3/4 In. LESS THAN FLOOR -TO- CEILING HEIGHT AND SPACED 24 In. OR 600 mm. O.C. 3. WALLBOARD, GYPSUM(T) - 1 in. THICK GYPSUM WALLBOARD LINER PANELS, SUPPUED IN NOM. 24 in OR 800 mm. (FOR METRIC SPACING). MOTHS. PANELS CUT I In. LESS IN LENGTH THAN THE FLOOR -TO CEILING HEIGHT. VERTICAL EDGES INSERTED IN T" SHAPED SECTION OF C -T STUDS. FREE EDGE OF END PANELS SECURED TO LONG LEG OF J RUNNER NTH TABS IN RUNNER OR 1 -5/8 N. LONG TYPE S SELF - TAPPING BUGLE HEAD STEEL SCREWS SPACED. NOT MORE THAN 12 in. O.C. BORAL GYPSUM INC. - TYPE BG -C EAGLE - GYPSUM. PRODUCTS - TYPE EG -C PABCO GYPSUM' CO. - TYPE PG -C REPUBLIC GYPSUM - TYPE RG -C TEMPLE- INLAND PRODUCTS CORP. - TYPE 1P -6 4. WALLBOARD. GYPSUM( - 1/2 OR 5/8 In. THICK, 4 FT. WOE. APPUED IN TWO LAYERS. BASE LAYER ATTACHED AT RIGHT ANGLES TO STUDS AND SIDE "J" RUNNERS WITH 1 in, LONG TYPE S SELF- TAPPING STEEL SCREWS STARTING AT 2 in, FROM THE FLOOR AND CEILING RUNNERS AND SPACED A MAXIMUM 24 in. O.C. ALONG THE VERTICAL EDGES AND IN THE FIELD OF THE BOARDS. FACE LAYER ORIENTED PARALLEL TO STUDS AND SIDE "J' RUNNERS AND ATTACHED MTH 1 -5/8 In. LONG TYPE S SELF- TAPPING STEEL SCREWS, STARTING AT 3 In. FROM THE FLOOR AND CEILING RUNNERS AND SPACED A MAXIMUM 12 in O.C. ALONG THE VERTCAL EDGES AND IN THE FIELD OF THE BOARDS. FACE LAYER JOINTS COVERED WITH PAPER TAPE AND TWO COATS OF JOINT COMPOUND. EXPOSED SCREW HEADS COVERED WITH TWO COATS OF JOINT COMPOUND, BORAL GYPSUM INC. - TYPE BC-8 EAGLE- GYPSUM PRODUCTS - TYPE EG -S PABCO GYPSUM CO. - TYPE PG -10 REPUBUC GYPSUM - TYPE RG -10 STANDARD GYPSUM CORP.- TYPE SG -C. TEMPLE- INLAND PRODUCTS CORP. - TYPE 1P -5 5. BATTS AND BLANKETS(*) - (OPTIONAL)- MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. ANY MINERAL WOOL OR GLASS FIBER BATT MATERIAL BEARING THE UL CLASSIFICATION MARKING AS TO FIRE RESISTANCE. CO BEARING THE UL CLASSIFICATION MARKING. EXTERIOR U913 INTERIOR BEARING WALL RAIN §G - 2HR, NON- BEARING WALL RATING - 2 HR. RIGID INSULATION ON 7-5/8 CMU. EXCEPTION: NOT REQUIRED INSIDE SHAFTS. 5/8" F.R. GYP. BD. OVER 2 " - "Z" FURRING 0 24" O.C. EXCEPTION: PROVIDE SKIM COAT PLASTER APPLIED TO C.M.U. IN STAIRWELLS. O tt 0/ NOTE: SEE ARCHITECTURAL FLOOR PLANS FOR ONE OR TWO HOUR RATING OF WALL ASSEMBLY, FIRE RATED CMU @ EX TERIOR U.L. DESIGN NO. U913 - 1 -1/2" -,1' -0 1. CONCRETE BLOCKS - VARIOUS DESIGNS CLASSIFICATION D -2 (2 HR.). SEE CONCRETE BLOCKS CATEGORY FOR LIST, OF ELIGIBLE MANUFACTURERS. 2, MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM 3/8 In. THICK, CF NOT LESS THAN 2 -I/4 AND NOT MORE THAN 3 -1/2 PARTS CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTOrIED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT'' VOLUME),'' VERTICAL JOINTS. STAGGERED. 3, FOAMED PLASTIC( - MIN. 1 In. THICK, DENSITY OF I PCF MAX., POLYSTYRENE FOAMED PLASTIC INSULATION BOARDS. SUPPLIED IN 2 BY 4 FT. SHEETS. POSITIONED HORIZONTALLY AND STAGGERED 24 In, O.C. VERTICALLY, AND ATTACHED TO THE CONCRETE BLOCKS (ITEM 1) NTH ADHESIVE /BASE COAT (ITEM S) APPLIED AT A RATE OF 1 -1/2 GAL PER 100 SO, FT, ASSOCIATED FOAM MANUFACTURERS - TYPE WSG. 4. NON- METALLIC FABRIC MESH (NOT SHOWN) - GLASS FIBER FABRIC MESH, WEIGHING APPROXIMATELY 2,5 OZ. /SQ, YD., POSITIONED VERTICALLY OVER THE FOAMED PLASTIC (ITEM 3). AND SECURED AT THE TOP WITH 16 GAUGE' 3/B in. LONG STAPLES RANDOMLY SPACED, 5. WALL AND PARTITION FACINGS AND ACCESSORIES - COATING SYSTEM -THE BASE COAT IS TROWEL- APPLIED OVER GLASS FIBER FABRIC MESH (ITEM 4) AT A RATE OF 2 GAL. PER 100 SO. FT. THE TEXTURED WALL FINISH IS THEN APPLIED OVER THE BASE COAT AT A RATE OF 2 -1/2 GAL. PER 100 SQ. FT. GACO WESTERN INC.- TYPES A -5200, -5207, -5214, -5216, -5218, -5250. (•) BEARING THE UL CLASSIFICATION MARKING 1 -1/2" m 1' -0" 1 9 I Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: GUESTWING BUILDING PART111ON TYPES Revision: A A A A Q >- 0 • J LL z Z 0 0 we _Z Q Z z > <t o af o m - W� z U W z N 1 GARY D 7000 STATE OF WASHIANTON BID SET 0 L Woe cc z `two z I - o 0 co < N zZ J < Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Sheet A438.1 CT E. 0 AUG 1 3 1/99 PERMIT CENTER Shts. MKominski J PLUMBING CHASE WALL U.L. DESIGN NO. U905 - 1 -1/2" = 1' -0° SEE "F" ON A438.1 NC PARTITION 1/2" 2 -1/2" ELEVATOR SHAFT SEE "G" ON A438.1 FOR U.L. REQUIREMENTS NOT USED 4/10/98 10:02 AM 1 -1 / 2 " = 1' - 0" FLOOR SEALANT ® TOP & BOTTOM OF WALL 6" MTL. STUDS 0 16" O.C. 5/8" WATER RESISTANT GPDW. 1/2" GPDW ATTACHED TO 7 -5/8" CMU WITH 2" X 2" MTL. FURRING SPACED ® 24" O.C. © MEETING RM. TYP TO ALIGN W/ CMU UNDERSIDE OF STRUCTURE - ® TYP. FLOOR 3 5/8" MTL. STUDS ® 16" O.C. 5/8" F.R. GYP. BD. 3" SOUND ATTENUATION BLANKETS SEALANT ® TOP BOTTOM OF TOLL O 2 -1/2 O.C. " MTL. STUDS 5/8" GPDW. 2" SOUND ATTENUATION BLANKET GROUT ALL CELLS FULL HEIGHT 1/2" AIR SPACE 2 HR. CMU WITH ADDITIONAL SOUND PARTITION 4- 438 -2.dwq 1 -1/2" = 1' -0" U420 X752 24" O.0 U.L. DES. NO: U420 SOUND RATING: > 55 STC (2) 3" SOUND ATTENUATION BLANKETS EXERCISE ROOM MINIMUM THICKNESS -IN. RATING - HR. TS 404X0.188 TS 40400.375 2 -9/16 3 3 -9/16 1 -7/8 2 2 -5/16 1 -1/4 1 -1/2 1 -11/16 EXERCISE ROOM GUESTRTOM ACOUSTICAL SEALANT ® EACH SIDE ON TOP AND BOTTOM OF WALL 1 5/8" MTL. STUDS ® 24" O.C. (2) LAYERS 5/8" GPDW 0/ 7/8" RESILIENT CHANNELS SPACED ® 24" O.C. 5 8" SUM BOARD PCES 1 U GYP 6" FOR CROSS BRACING (1) LAYER 5/8" F.R. GPDW 1 HR NC PARTITION/ 55 STC O U.L. DESIGN NO. U420 - 1 -1/2" = 1' -0" NON- BEARING WALL RATING - 1 OR 2 HR. 1. STUDS - CHANNEL - SHAPED 1 -5/8 in. WIDE WITH 1 -3/8 0. LEGS AND 1/4 in. STIFFENING FLANGES. FABRICATED FROM NO. 25 MSG GALV. STEEL. STUDS TO BE CUT 1/4 in, LESS THAN ASSEMBLY HEIGHT. 2. BRACING - OF TWO TYPES. TYPE 1 - CUT FROM THE STEEL RUNNERS. 9 -1/2 In. LONG. FASTENED TO THE STUDS WITH TWO N0. 8 BY 1/2 in. SELF- DRILLING, SELF- TAPPING STEEL SCREWS IN EACH STUD. TYPE 2 - CUT FROM THE GYPSUM WALLBOARD 9 -1/2 in. LONG AND 12 A. WIDE. FASTENED TO THE STUDS WITH THREE TYPE S WALLBOARD SCREWS AT EACH END. VERTICAL SPACING OF BRACING NOT TO EXCEED 48 in. D 3. FLOOR AND CEIUNG RUNNERS - CHANNEL - SHAPED 1 -5/8 A. WIDE WITH 1 in. LEGS. FABRICATED FROM NO. 25 MSG GALV. STEEL. ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 in. O.C. 4. WALLBOARD. GYPSUM(*) - ANY 5/8 in. THICK WALLBOARD FOR FIRE RESISTANCE CLASSIFIED WITH BEVELED, SQUARE OR TAPERED EDGES. FOR 1 HR. RATING - ONE LAYER OF WALLBOARD TO BE USED. APPLIED VERTICALLY WITH JOINTS CENTERED OVER STUDS. FASTENED TO STUDS WITH 1 A. LONG, TYPE S, WALLBOARD SCREWS SPACED 8 in. O.C. AT THE JOINTS, LOCATED 3/8 In. FROM THE EDGES, AND 12 In. O.C. IN THE FIELD. FASTENERS TO BE SPACED 8 0. O.C. AT THE RUNNERS. FOR 2 HR. RATING -TWO LAYERS OF WALLBOARD TO BE USED. THE INNER LAYER TO BE APPLIED IN THE SAME MANNER AS FOR THE 1 HR. RATING. THE OUTER LAYER TO BE FASTENED TO THE STUDS (THROUGH THE INNER LAYER) USING 1 -5/8 In. LONG, TYPE S, WALLBOARD SCREWS SPACED 8 A. O.C. AT THE JOINTS, LOCATED 3/8 In. FROM THE EDGES, AND 12 'n. O.C. IN THE FIELD. FASTENERS TO BE SPACED 8 A. O.C. AT THE RUNNERS. JOINTS TO BE STAGGERED 24 in. FROM THE INNER LAYER. NO HORIZONTAL JOINTS TO BE USED. SEE WALLBOARD, GYPSUM (CKNX) CATEGORY FOR NAMES OF MANUFACTURERS. 4A. WALLBOARD, GYPSUM(*) - (AS AN ALTERNATE TO ITEM 4) - NOM 3/4 in. THICK, INSTALLED AS DESCRIBED IN ITEM 4 nITH 1 -1/4 In. LONG TYPES SCREWS FOR SINGLE (OR INNER) LAYER AND 2 -1/4 in. LONG TYPE S SCREWS FOR OUTER LAYER. UNITED STATES GYPSUM CO. - TYPE AR. 413. WALLBOARD, GYPSUM(*) - (AS AN ALTERNATE TO ITEMS 4 AND 4A) - 5/B A. THICK, INSTALLED AS DESCRIBED IN ITEM 4 WITH. JOINT COVERING (ITEM 5) NOT REQUIRED FOR SINGLE LAYER SYSTEM. UNITED STATES GYPSUM CO. - WEATHEROCK 5. JOINT TAPE AND COMPOUND 0 OUND -VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS. PAPER TAPE, 2 in. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. 6. BATTS AND BLANKETS(*) - (OPTIONAL, NOT SHOWN) - GLASS FIBER BATTS MAY BE INSTALLED IN THE INTERIOR OR WALL CAVITY. THE MAX. THICKNESS OF THE BATTS SHALL BE 2 -1/2 In. FOR THE WALLS WITH 2 HR. ASSEMBLY RATINGS AND 3 -1/2 A. FOR THE WALLS WITH 1 HR. ASSEMBLY RATINGS. ATTACHED TO WALLBOARD WITH WIRE STAPLES SPACED HORIZONTALLY 12 In. O.C. AND VERTICALLY 24 In. O.C. CERTAINTEED CORP. MANVILLE SALES CORP. OWENS- CORNING FIBERGLASS CORP. (•) BEARING THE UL CLASSIFICATION MARKING. 2 HOUR STRUCTURAL O STEEL COLUMN U.L. DESIGN NO. 0752 1 -1/2" = 1 -O" I. CEMENTITIOUS MI%NRES(•) - APPUED BY MIXING WITH WATER AND SPRAYING IN MORE THAN ONE COAT TO THE THICKNESSES SHOWN BELOW, TO STEEL SURFACES WHICH ARE CLEAN AND FREE OF DIRT, LOOSE SCALE, AND OIL. MIN. AVG. AND MIN. IND. DENSITY OF 15/14 PCF RESPECTIVELY. FOR METHOD OF DENSITY DETERMINATION, SEE DESIGN INFORMATION SECTION, SPRAYED MATERIAL. 7 8 9 16 CONSTRUCTION PRODUCTS DIVISION, W.R. GRACE & CO. OF CANADA LTD. - TYPES MK -4, MK -5. PYROK INC. - TYPE LD. SOUTHWEST VERMICULITE CO., INC. - TYPES 4, 5, SEE, SGP, 514D, BEE, BGP, OMD, 9EF, 9GP, 9MD. VERMICUUTE PRODS., INC. - TYPES MK -4, MK -5, VP4, VPS. ZONOLITE CONSTRUCTOR PRODUCTS DIV., W.R. GRACE & CO. - TYPES MK -4, MK -5, MK- 6 /CBF, MK -6/E0, RG. RGI. 2. STEEL COLUMN - STEEL TUBULAR COLUMN WITH MIN. OUTSIDE DIMENSIONS OF 4 BY 4 IN., A MIN. WALL THICKNESS OF 3/16 IN. OR 3/8 IN. AND A MIN. WEIGHT OF 9.31 OR 17.24 PCF RESPECTIVELY. (•) BEARING THE UL CLASSIFICATION MARKING II II <>„ ROOF ASSEMBLY - 1 HR. GA FILE NO. WP 2801 1 HOUR GYPSUM BOARD, WOOD JOISTS. ROOF COVERING FIRE BASE LAYER 5/8 TYPE "X" GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO 2 X 10 WOOD JOISTS 24 0.C, BATH 1 1/4" TYPE "W OR "S" DRYWALL SCREWS 24 O.C. FACE LAYER 5/8 TYPE 'X" GYPSUM WALLBOARD OR VENEER BASE APPUED AT RIGHT ANGLES TO JOISTS APPROX. CEILING WEIGHT: 5 PSF THROUGH BASE LAYER WITH 1 7/8" TYPE 'S" DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOISTS. FACE LAYER JOINTS OFFSET 24" FROM BASE LAYER JOINTS. 1.1/2" TYPE "0" DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12" O.C. 1/2" PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOISTS WITH 8d NAILS. APPROPRIATE ROOF COVERING. CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTOR FOR WOOD FRAMING, .INCLUDING TRUSSES. RESTRAINED END DETAIL J949 FLOOR /CEILING ASSEMBLY -2 HR. GUEST ROOM FLOOR U.L. DESIGN NO. J949 RESTRAINED BEAM RATING - 2 HR. UNRESTRAINED BEAM RATING - 1 HR. 1. CONCRETE TOPPING - (OPTIONAL., NOT REQUIRED) - 3000 PSI COMPRESSIVE STRENGTH, 150 +/ -3 PCF UNIT WEIGHT. NORMAL WEIGHT CONCRETE. 2. PRECAST CONCRETE UNITS* - CARBONATE, SILICEOUS, OR LIGHTWEIGHT AGGREGATE, NOM B, 10 OR 12 IN. THICK BY 4 OR 8 FT WIDE UNITS. MTH CROSS SECTION SIMILAR TO THE ABOVE ILLUSTRATION. OPENINGS MAY BE PROVIDED THROUGH THE UNITS FOR PIPING, DUCTS, OR SIMILAR SERVICES AND SHOULD BE SUITABLY ENCLOSED 'BATH CONSTRUCTIONS HAVING AT LEAST EOUAL RESISTANCE, ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AMERICAN PRECAST CONCRETE, INC.. ARNOLD. CONCRETE PRODUCTS - GREENSBORO DIV, OF CAROLINA STEEL CORP. NITTERHOUSE. CONCRETE PRODUCTS, INC. IOWA PRESTRESSED CONCRETE, INC. STRESCON INDUSTRIES SOUTHERN CAST STONE CO., INC. TPAC DIV. OF THE TANNER COMPANIES WILSON CONCRETE CO. 3. END DETAILS RESTRAINED AND UNRESTRAINED. 4. GROUT - SAND CEMENT TYPE, 3500 PSI COMPRESSIVE STRENGTH. FOR A GROUT STOP, COMPRESSIVE MATERIAL MAY BE PLACED AT BOTTOM OF THE JOINT BEFORE APPLYING GROUT. 5. MIN. BEARING - 1 1/2" (•) BEARING THE UL CLASSIFICATION MARKING 3A CNTRL, N.T.S. ®:E1Y .. CAL @ ALL JOINTS N.T.S. UL DESIGN NO. U900Z032 2 % 10 JOIST WALL CONDITION (OR WOOD TRUSS) TOP FLOOR 2 LAYERS OF 5/8" TYPE "X" GYPSUM BOARD 1 -1/2" = 1'4b" I I FIRE TEST: FM FC 172, 2 -25 -72 UNRESTRAINED END DETAIL I. FLOOR REINFOR LIGHTWEIGHT OR NORMAL WEIGHT (t00 -751)1% CONCRE SLABS HAVING A MIN. THICKNESS OF 4 1 /21N. AND HAVING A MIN. OF 2 H. FIRE RESISTENCE RATING. 2. JOINT TREATMENT MATERIAL - PACKING MATERIAL FOR JOINT OPENING UP '10 1/2 IN. IN WIDTH, THE PACKING MATERIAL SHALL BE A MIN. CF 3/8 IN. THICK. FOR JOINT OPENINGS UP TO 3/4 IN. IN VADTIi THE PACKING MATERIAL SHALL BE A MIN, OF 1/2 IN. THICK. A NOM 2 IN. WIDTH OF PACKING MATERIAL SHALL BE FOLDED IN HALF AND INSTALL SYMMETRICALLY INTO JOINT OPENING, RECESSED A MIN. 1/2 IN, FROM TOP AND BOTTOM SURFACE OF FLOOR SLAB HACKER ROD MANUFACTURING & SUPPLY CO. - TYPE ULTRA BLOCK 3. JOINT TREATMENT MATERIAL - CAULK -CAULK MATERIAL SYMMETRICALLY OVER PACKING MATERIAL TO A MIN THICKNESS OF 1/2 IN. FLUSH MW TOP & BOTTOM SURFACES OF FLOOR SLAB. RHONE - POULENC INC. -TYPE FR -7.1 JNT. @ MASONRY WALL UL DESIGN N0. J9000 WALL ASSEM @@LY -MIN, 6 IN. THICK REINFORCEDIUGHTWEIGHT OR NOMAL HAVING p IN OF 4 H. F WALL IS MIN. 7 RATING. N, THICK YA ALSO WALL HAVING A MIN OF 4 H. FIRE RESISTANCE RATING.' WALL MAY AL50 BE CONSTRUCTED OF ANY U.L. CLASSIFIED CONCRETE BLOCKS., MAX TWDTH OF JOINT IN WALL AT TIME OF INSTALLATION OF JOINT TREATMENT SYSTEM (ITEM 2) IS 4 IN, 1 = 1. - 0" JOINT , TREATMENT MATERIAL - THE JOINT. TREATMENT SYSTEM SHALL CONSIST OF THE FOLLOWING: A, PACKING MATERIAL -MIN. 5 IN. THICKNESS OF MIN. 4 poi MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO ',OPENING. AS A PERMENANT FORM. PACKING MATERIAL TO BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCEAAIDATE THE REQUIRED THICKNESS OF JOINT TREATMENT MATERIAL B. JOINT TREATMENT MATERIAL - CAULK -MIN. 1/2 IN. THICKNESS OF JOINT TREATMENT MATERIAL APPLIED WITHIN THE JOINT, FLUSH WITH BOTH SURFACES OF WALL. NELSON FIRESTOP PRODUCTS -CLK N/S (NON -SAG) CAULK MIN. BEARING 7 R 1 HR /2 HR RATED STEEL BEAM U.L. DESIGN NO J801 1 -1/2" - 1 -0" RESTRAINED BEAM RATING - 2 HR. J801 BEAM - W8 X 31, MIN. SIZE 1. CONCRETE TOPPING - LIGHTWEIGHT AGGREGATE, 112 ( +OR -)3 PCF. UNIT WEIGHT, 5000 PSI. COMPRESSIVE STRENGTH. TOPPING IS NOT CONSIDERED AS A STRUCTURAL ELEMENT OF THE ASSEMBLY FOR DESIGN PURPOSES. 2. PRECAST CONCRETE UNITS( - CONCRETE UNITS TO BE CONTINUOUS OVER TWO OR MORE SPANS AND THE ENDS ARE RESTRAINED. EVERY THIRD UNIT WELDED TO THE SUPPORTING STEEL BY MEANS OF WELD PLATES INCORPORATED IN THE SLABS. FLEXICORE SYSTEMS. INC. 3. WELD PLATE - 2 BY 2 BY 1/4 in. THICK ANGLES, 3 A. LONG. 4. FIBER. SPRAYED(*) - APPLIED BY SPRAYING VATH WATER IN ONE OR MORE COATS TO THICKNESSES SHOWN IN ABOVE ILLUSTRATION. 70 CONCRETE AND STEEL SURFACES WHICH ARE FREE OF DIRT, OIL AND SCALE. USE OF ADHESIVE IS OPTIONAL. MIN. DENSITY OF FIBER IS 11 PCF. TAMPING IS OPTIONAL. FOR METHOD OF DENSITY DETERMINATION. REFER TO THE DESIGN INFORMATION SECTION. ISOLATEK INTERNATIONAL - TYPE D -C/F OR TYPE II FIBER, TYPE EBS OR TYPE X ADHESIVE /SEALER OPTIONAL. ( BEARING THE UL CLASSIFICATION MARKING. U901 FIRERATED CMU - 4 HR U.L. DESIGN NO. U901 BEARING WALL RATING - 4 HR. NONBEARING WALL RATING - 4 HR. 1. CONCRETE BLOCKS ( - VARIOUS DESIGNS. CLASSIFICATOJ B -4 (4 HR.) SEE CONCRETE BLOCKS CATEGORY FOR USTS OF ELIGIBLE MANUFACTURERS, 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/B IN. THICK, OF NOT LESS THAN 2 -1/4 AND NOT MORE THAN 3 -1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED UME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - IF USED. ADD 1/2 HR. TO CLASSIFICATION. 4. LOOSE MASONRY FILL - IF ALL. CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, BURNED CLAY OR SHALE (ROTARY KILN PROCESS). WATER REPELLANT VERMICUUTE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSF FILL INSULATION, CLASS D -2 (2 HR.) OR C -3 (3 HR.) CONCRETE BLOCKS WALL PROVIDE A 4 HR. FIRE RESISTANCE RATING. (•) BEARING THE UL CLASSIFICATION MARKING, GYPSUM SHEATHING CURTAIN T WALL FIRE CONTAINMENT U.L. CLASSIFICATION AND DESIGN NO. PENDING FIRE RATING - 2 HR. 1, GYPSUM SHEATHING SPANDREL PANELS 5/B IN. THICK. SECURED TO 3 -5/8 IN. 40 -GA. STEEL STUD FRAMING 2. 3 IN. THERMAFIBER CW FIRESPAN 40 CURTAIN WALL INSULATION, 3. GYPSUM SHEATHING IS SHEETROCK BRAND FIRECODE GYPSUM SHEATHING SCREW ATTACHED TO EXTERIOR FACE OF FRAMING 4. CONCRETE FLOOR SLAB 5. 4" THERMAFIRER SAFING INSULATION 6. STEEL -STUD FRAMED GYPSUM KNEE WALL ENCLOSES TOP OF THE INSULATED SAFE -OFF GAP. 6" STEEL STUDS RUNNER TRACK 2 LAYERS 5/8" TYPE "X' GYP. BD. STUDCO GIRDER TRUSS 1 -1/2" CONT. FURRING 3/4" " O.C. FURRING CHANNELS ® 16 LAYERS 5/8" TYPE "X GYP. 8D. 2 HOUR RATED ASSEMBLY @ GIRDER TRUSS v 1 -1/2" 1' -0" 1 -1/2" = 1' -0" 1 -1/2" - 1' -0" 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: GUEST WING BUILDING PARTITION TYPES Revision: A A A A L 0 Z Z 6 0 5< O 4i IcS W L W Z . EU= 111111 AI III . r . Y ii'■iIII km du ia:I NI Sheet 5406 BEGOT ` ARCHIT Architecture, Planning/ Landscape Architecture A438.2 T MAYO TODD STATE OF IVA$HINDTON BID SET O REOE crry�a AUG 1 3 1998 PERM? Sh )( X l( MI M MIMI MKominski J PLUMBING CHASE WALL U.L. DESIGN NO. U905 - 1 -1/2" = 1' -0° SEE "F" ON A438.1 NC PARTITION 1/2" 2 -1/2" ELEVATOR SHAFT SEE "G" ON A438.1 FOR U.L. REQUIREMENTS NOT USED 4/10/98 10:02 AM 1 -1 / 2 " = 1' - 0" FLOOR SEALANT ® TOP & BOTTOM OF WALL 6" MTL. STUDS 0 16" O.C. 5/8" WATER RESISTANT GPDW. 1/2" GPDW ATTACHED TO 7 -5/8" CMU WITH 2" X 2" MTL. FURRING SPACED ® 24" O.C. © MEETING RM. TYP TO ALIGN W/ CMU UNDERSIDE OF STRUCTURE - ® TYP. FLOOR 3 5/8" MTL. STUDS ® 16" O.C. 5/8" F.R. GYP. BD. 3" SOUND ATTENUATION BLANKETS SEALANT ® TOP BOTTOM OF TOLL O 2 -1/2 O.C. " MTL. STUDS 5/8" GPDW. 2" SOUND ATTENUATION BLANKET GROUT ALL CELLS FULL HEIGHT 1/2" AIR SPACE 2 HR. CMU WITH ADDITIONAL SOUND PARTITION 4- 438 -2.dwq 1 -1/2" = 1' -0" U420 X752 24" O.0 U.L. DES. NO: U420 SOUND RATING: > 55 STC (2) 3" SOUND ATTENUATION BLANKETS EXERCISE ROOM MINIMUM THICKNESS -IN. RATING - HR. TS 404X0.188 TS 40400.375 2 -9/16 3 3 -9/16 1 -7/8 2 2 -5/16 1 -1/4 1 -1/2 1 -11/16 EXERCISE ROOM GUESTRTOM ACOUSTICAL SEALANT ® EACH SIDE ON TOP AND BOTTOM OF WALL 1 5/8" MTL. STUDS ® 24" O.C. (2) LAYERS 5/8" GPDW 0/ 7/8" RESILIENT CHANNELS SPACED ® 24" O.C. 5 8" SUM BOARD PCES 1 U GYP 6" FOR CROSS BRACING (1) LAYER 5/8" F.R. GPDW 1 HR NC PARTITION/ 55 STC O U.L. DESIGN NO. U420 - 1 -1/2" = 1' -0" NON- BEARING WALL RATING - 1 OR 2 HR. 1. STUDS - CHANNEL - SHAPED 1 -5/8 in. WIDE WITH 1 -3/8 0. LEGS AND 1/4 in. STIFFENING FLANGES. FABRICATED FROM NO. 25 MSG GALV. STEEL. STUDS TO BE CUT 1/4 in, LESS THAN ASSEMBLY HEIGHT. 2. BRACING - OF TWO TYPES. TYPE 1 - CUT FROM THE STEEL RUNNERS. 9 -1/2 In. LONG. FASTENED TO THE STUDS WITH TWO N0. 8 BY 1/2 in. SELF- DRILLING, SELF- TAPPING STEEL SCREWS IN EACH STUD. TYPE 2 - CUT FROM THE GYPSUM WALLBOARD 9 -1/2 in. LONG AND 12 A. WIDE. FASTENED TO THE STUDS WITH THREE TYPE S WALLBOARD SCREWS AT EACH END. VERTICAL SPACING OF BRACING NOT TO EXCEED 48 in. D 3. FLOOR AND CEIUNG RUNNERS - CHANNEL - SHAPED 1 -5/8 A. WIDE WITH 1 in. LEGS. FABRICATED FROM NO. 25 MSG GALV. STEEL. ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 in. O.C. 4. WALLBOARD. GYPSUM(*) - ANY 5/8 in. THICK WALLBOARD FOR FIRE RESISTANCE CLASSIFIED WITH BEVELED, SQUARE OR TAPERED EDGES. FOR 1 HR. RATING - ONE LAYER OF WALLBOARD TO BE USED. APPLIED VERTICALLY WITH JOINTS CENTERED OVER STUDS. FASTENED TO STUDS WITH 1 A. LONG, TYPE S, WALLBOARD SCREWS SPACED 8 in. O.C. AT THE JOINTS, LOCATED 3/8 In. FROM THE EDGES, AND 12 In. O.C. IN THE FIELD. FASTENERS TO BE SPACED 8 0. O.C. AT THE RUNNERS. FOR 2 HR. RATING -TWO LAYERS OF WALLBOARD TO BE USED. THE INNER LAYER TO BE APPLIED IN THE SAME MANNER AS FOR THE 1 HR. RATING. THE OUTER LAYER TO BE FASTENED TO THE STUDS (THROUGH THE INNER LAYER) USING 1 -5/8 In. LONG, TYPE S, WALLBOARD SCREWS SPACED 8 A. O.C. AT THE JOINTS, LOCATED 3/8 In. FROM THE EDGES, AND 12 'n. O.C. IN THE FIELD. FASTENERS TO BE SPACED 8 A. O.C. AT THE RUNNERS. JOINTS TO BE STAGGERED 24 in. FROM THE INNER LAYER. NO HORIZONTAL JOINTS TO BE USED. SEE WALLBOARD, GYPSUM (CKNX) CATEGORY FOR NAMES OF MANUFACTURERS. 4A. WALLBOARD, GYPSUM(*) - (AS AN ALTERNATE TO ITEM 4) - NOM 3/4 in. THICK, INSTALLED AS DESCRIBED IN ITEM 4 nITH 1 -1/4 In. LONG TYPES SCREWS FOR SINGLE (OR INNER) LAYER AND 2 -1/4 in. LONG TYPE S SCREWS FOR OUTER LAYER. UNITED STATES GYPSUM CO. - TYPE AR. 413. WALLBOARD, GYPSUM(*) - (AS AN ALTERNATE TO ITEMS 4 AND 4A) - 5/B A. THICK, INSTALLED AS DESCRIBED IN ITEM 4 WITH. JOINT COVERING (ITEM 5) NOT REQUIRED FOR SINGLE LAYER SYSTEM. UNITED STATES GYPSUM CO. - WEATHEROCK 5. JOINT TAPE AND COMPOUND 0 OUND -VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS. PAPER TAPE, 2 in. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. 6. BATTS AND BLANKETS(*) - (OPTIONAL, NOT SHOWN) - GLASS FIBER BATTS MAY BE INSTALLED IN THE INTERIOR OR WALL CAVITY. THE MAX. THICKNESS OF THE BATTS SHALL BE 2 -1/2 In. FOR THE WALLS WITH 2 HR. ASSEMBLY RATINGS AND 3 -1/2 A. FOR THE WALLS WITH 1 HR. ASSEMBLY RATINGS. ATTACHED TO WALLBOARD WITH WIRE STAPLES SPACED HORIZONTALLY 12 In. O.C. AND VERTICALLY 24 In. O.C. CERTAINTEED CORP. MANVILLE SALES CORP. OWENS- CORNING FIBERGLASS CORP. (•) BEARING THE UL CLASSIFICATION MARKING. 2 HOUR STRUCTURAL O STEEL COLUMN U.L. DESIGN NO. 0752 1 -1/2" = 1 -O" I. CEMENTITIOUS MI%NRES(•) - APPUED BY MIXING WITH WATER AND SPRAYING IN MORE THAN ONE COAT TO THE THICKNESSES SHOWN BELOW, TO STEEL SURFACES WHICH ARE CLEAN AND FREE OF DIRT, LOOSE SCALE, AND OIL. MIN. AVG. AND MIN. IND. DENSITY OF 15/14 PCF RESPECTIVELY. FOR METHOD OF DENSITY DETERMINATION, SEE DESIGN INFORMATION SECTION, SPRAYED MATERIAL. 7 8 9 16 CONSTRUCTION PRODUCTS DIVISION, W.R. GRACE & CO. OF CANADA LTD. - TYPES MK -4, MK -5. PYROK INC. - TYPE LD. SOUTHWEST VERMICULITE CO., INC. - TYPES 4, 5, SEE, SGP, 514D, BEE, BGP, OMD, 9EF, 9GP, 9MD. VERMICUUTE PRODS., INC. - TYPES MK -4, MK -5, VP4, VPS. ZONOLITE CONSTRUCTOR PRODUCTS DIV., W.R. GRACE & CO. - TYPES MK -4, MK -5, MK- 6 /CBF, MK -6/E0, RG. RGI. 2. STEEL COLUMN - STEEL TUBULAR COLUMN WITH MIN. OUTSIDE DIMENSIONS OF 4 BY 4 IN., A MIN. WALL THICKNESS OF 3/16 IN. OR 3/8 IN. AND A MIN. WEIGHT OF 9.31 OR 17.24 PCF RESPECTIVELY. (•) BEARING THE UL CLASSIFICATION MARKING II II <>„ ROOF ASSEMBLY - 1 HR. GA FILE NO. WP 2801 1 HOUR GYPSUM BOARD, WOOD JOISTS. ROOF COVERING FIRE BASE LAYER 5/8 TYPE "X" GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO 2 X 10 WOOD JOISTS 24 0.C, BATH 1 1/4" TYPE "W OR "S" DRYWALL SCREWS 24 O.C. FACE LAYER 5/8 TYPE 'X" GYPSUM WALLBOARD OR VENEER BASE APPUED AT RIGHT ANGLES TO JOISTS APPROX. CEILING WEIGHT: 5 PSF THROUGH BASE LAYER WITH 1 7/8" TYPE 'S" DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOISTS. FACE LAYER JOINTS OFFSET 24" FROM BASE LAYER JOINTS. 1.1/2" TYPE "0" DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12" O.C. 1/2" PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOISTS WITH 8d NAILS. APPROPRIATE ROOF COVERING. CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTOR FOR WOOD FRAMING, .INCLUDING TRUSSES. RESTRAINED END DETAIL J949 FLOOR /CEILING ASSEMBLY -2 HR. GUEST ROOM FLOOR U.L. DESIGN NO. J949 RESTRAINED BEAM RATING - 2 HR. UNRESTRAINED BEAM RATING - 1 HR. 1. CONCRETE TOPPING - (OPTIONAL., NOT REQUIRED) - 3000 PSI COMPRESSIVE STRENGTH, 150 +/ -3 PCF UNIT WEIGHT. NORMAL WEIGHT CONCRETE. 2. PRECAST CONCRETE UNITS* - CARBONATE, SILICEOUS, OR LIGHTWEIGHT AGGREGATE, NOM B, 10 OR 12 IN. THICK BY 4 OR 8 FT WIDE UNITS. MTH CROSS SECTION SIMILAR TO THE ABOVE ILLUSTRATION. OPENINGS MAY BE PROVIDED THROUGH THE UNITS FOR PIPING, DUCTS, OR SIMILAR SERVICES AND SHOULD BE SUITABLY ENCLOSED 'BATH CONSTRUCTIONS HAVING AT LEAST EOUAL RESISTANCE, ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AMERICAN PRECAST CONCRETE, INC.. ARNOLD. CONCRETE PRODUCTS - GREENSBORO DIV, OF CAROLINA STEEL CORP. NITTERHOUSE. CONCRETE PRODUCTS, INC. IOWA PRESTRESSED CONCRETE, INC. STRESCON INDUSTRIES SOUTHERN CAST STONE CO., INC. TPAC DIV. OF THE TANNER COMPANIES WILSON CONCRETE CO. 3. END DETAILS RESTRAINED AND UNRESTRAINED. 4. GROUT - SAND CEMENT TYPE, 3500 PSI COMPRESSIVE STRENGTH. FOR A GROUT STOP, COMPRESSIVE MATERIAL MAY BE PLACED AT BOTTOM OF THE JOINT BEFORE APPLYING GROUT. 5. MIN. BEARING - 1 1/2" (•) BEARING THE UL CLASSIFICATION MARKING 3A CNTRL, N.T.S. ®:E1Y .. CAL @ ALL JOINTS N.T.S. UL DESIGN NO. U900Z032 2 % 10 JOIST WALL CONDITION (OR WOOD TRUSS) TOP FLOOR 2 LAYERS OF 5/8" TYPE "X" GYPSUM BOARD 1 -1/2" = 1'4b" I I FIRE TEST: FM FC 172, 2 -25 -72 UNRESTRAINED END DETAIL I. FLOOR REINFOR LIGHTWEIGHT OR NORMAL WEIGHT (t00 -751)1% CONCRE SLABS HAVING A MIN. THICKNESS OF 4 1 /21N. AND HAVING A MIN. OF 2 H. FIRE RESISTENCE RATING. 2. JOINT TREATMENT MATERIAL - PACKING MATERIAL FOR JOINT OPENING UP '10 1/2 IN. IN WIDTH, THE PACKING MATERIAL SHALL BE A MIN. CF 3/8 IN. THICK. FOR JOINT OPENINGS UP TO 3/4 IN. IN VADTIi THE PACKING MATERIAL SHALL BE A MIN, OF 1/2 IN. THICK. A NOM 2 IN. WIDTH OF PACKING MATERIAL SHALL BE FOLDED IN HALF AND INSTALL SYMMETRICALLY INTO JOINT OPENING, RECESSED A MIN. 1/2 IN, FROM TOP AND BOTTOM SURFACE OF FLOOR SLAB HACKER ROD MANUFACTURING & SUPPLY CO. - TYPE ULTRA BLOCK 3. JOINT TREATMENT MATERIAL - CAULK -CAULK MATERIAL SYMMETRICALLY OVER PACKING MATERIAL TO A MIN THICKNESS OF 1/2 IN. FLUSH MW TOP & BOTTOM SURFACES OF FLOOR SLAB. RHONE - POULENC INC. -TYPE FR -7.1 JNT. @ MASONRY WALL UL DESIGN N0. J9000 WALL ASSEM @@LY -MIN, 6 IN. THICK REINFORCEDIUGHTWEIGHT OR NOMAL HAVING p IN OF 4 H. F WALL IS MIN. 7 RATING. N, THICK YA ALSO WALL HAVING A MIN OF 4 H. FIRE RESISTANCE RATING.' WALL MAY AL50 BE CONSTRUCTED OF ANY U.L. CLASSIFIED CONCRETE BLOCKS., MAX TWDTH OF JOINT IN WALL AT TIME OF INSTALLATION OF JOINT TREATMENT SYSTEM (ITEM 2) IS 4 IN, 1 = 1. - 0" JOINT , TREATMENT MATERIAL - THE JOINT. TREATMENT SYSTEM SHALL CONSIST OF THE FOLLOWING: A, PACKING MATERIAL -MIN. 5 IN. THICKNESS OF MIN. 4 poi MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO ',OPENING. AS A PERMENANT FORM. PACKING MATERIAL TO BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCEAAIDATE THE REQUIRED THICKNESS OF JOINT TREATMENT MATERIAL B. JOINT TREATMENT MATERIAL - CAULK -MIN. 1/2 IN. THICKNESS OF JOINT TREATMENT MATERIAL APPLIED WITHIN THE JOINT, FLUSH WITH BOTH SURFACES OF WALL. NELSON FIRESTOP PRODUCTS -CLK N/S (NON -SAG) CAULK MIN. BEARING 7 R 1 HR /2 HR RATED STEEL BEAM U.L. DESIGN NO J801 1 -1/2" - 1 -0" RESTRAINED BEAM RATING - 2 HR. J801 BEAM - W8 X 31, MIN. SIZE 1. CONCRETE TOPPING - LIGHTWEIGHT AGGREGATE, 112 ( +OR -)3 PCF. UNIT WEIGHT, 5000 PSI. COMPRESSIVE STRENGTH. TOPPING IS NOT CONSIDERED AS A STRUCTURAL ELEMENT OF THE ASSEMBLY FOR DESIGN PURPOSES. 2. PRECAST CONCRETE UNITS( - CONCRETE UNITS TO BE CONTINUOUS OVER TWO OR MORE SPANS AND THE ENDS ARE RESTRAINED. EVERY THIRD UNIT WELDED TO THE SUPPORTING STEEL BY MEANS OF WELD PLATES INCORPORATED IN THE SLABS. FLEXICORE SYSTEMS. INC. 3. WELD PLATE - 2 BY 2 BY 1/4 in. THICK ANGLES, 3 A. LONG. 4. FIBER. SPRAYED(*) - APPLIED BY SPRAYING VATH WATER IN ONE OR MORE COATS TO THICKNESSES SHOWN IN ABOVE ILLUSTRATION. 70 CONCRETE AND STEEL SURFACES WHICH ARE FREE OF DIRT, OIL AND SCALE. USE OF ADHESIVE IS OPTIONAL. MIN. DENSITY OF FIBER IS 11 PCF. TAMPING IS OPTIONAL. FOR METHOD OF DENSITY DETERMINATION. REFER TO THE DESIGN INFORMATION SECTION. ISOLATEK INTERNATIONAL - TYPE D -C/F OR TYPE II FIBER, TYPE EBS OR TYPE X ADHESIVE /SEALER OPTIONAL. ( BEARING THE UL CLASSIFICATION MARKING. U901 FIRERATED CMU - 4 HR U.L. DESIGN NO. U901 BEARING WALL RATING - 4 HR. NONBEARING WALL RATING - 4 HR. 1. CONCRETE BLOCKS ( - VARIOUS DESIGNS. CLASSIFICATOJ B -4 (4 HR.) SEE CONCRETE BLOCKS CATEGORY FOR USTS OF ELIGIBLE MANUFACTURERS, 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/B IN. THICK, OF NOT LESS THAN 2 -1/4 AND NOT MORE THAN 3 -1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED UME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - IF USED. ADD 1/2 HR. TO CLASSIFICATION. 4. LOOSE MASONRY FILL - IF ALL. CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, BURNED CLAY OR SHALE (ROTARY KILN PROCESS). WATER REPELLANT VERMICUUTE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSF FILL INSULATION, CLASS D -2 (2 HR.) OR C -3 (3 HR.) CONCRETE BLOCKS WALL PROVIDE A 4 HR. FIRE RESISTANCE RATING. (•) BEARING THE UL CLASSIFICATION MARKING, GYPSUM SHEATHING CURTAIN T WALL FIRE CONTAINMENT U.L. CLASSIFICATION AND DESIGN NO. PENDING FIRE RATING - 2 HR. 1, GYPSUM SHEATHING SPANDREL PANELS 5/B IN. THICK. SECURED TO 3 -5/8 IN. 40 -GA. STEEL STUD FRAMING 2. 3 IN. THERMAFIBER CW FIRESPAN 40 CURTAIN WALL INSULATION, 3. GYPSUM SHEATHING IS SHEETROCK BRAND FIRECODE GYPSUM SHEATHING SCREW ATTACHED TO EXTERIOR FACE OF FRAMING 4. CONCRETE FLOOR SLAB 5. 4" THERMAFIRER SAFING INSULATION 6. STEEL -STUD FRAMED GYPSUM KNEE WALL ENCLOSES TOP OF THE INSULATED SAFE -OFF GAP. 6" STEEL STUDS RUNNER TRACK 2 LAYERS 5/8" TYPE "X' GYP. BD. STUDCO GIRDER TRUSS 1 -1/2" CONT. FURRING 3/4" " O.C. FURRING CHANNELS ® 16 LAYERS 5/8" TYPE "X GYP. 8D. 2 HOUR RATED ASSEMBLY @ GIRDER TRUSS v 1 -1/2" 1' -0" 1 -1/2" = 1' -0" 1 -1/2" - 1' -0" 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: GUEST WING BUILDING PARTITION TYPES Revision: A A A A L 0 Z Z 6 0 5< O 4i IcS W L W Z . EU= 111111 AI III . r . Y ii'■iIII km du ia:I NI Sheet 5406 BEGOT ` ARCHIT Architecture, Planning/ Landscape Architecture A438.2 T MAYO TODD STATE OF IVA$HINDTON BID SET O REOE crry�a AUG 1 3 1998 PERM? Sh WINDOW SCHEDULE a MARK WINDOW SIZE FRAME GLAZING DETAIL 139V1 REMARKS MAT FIN. HEAD' JAMB I SILL A SEE ELEV. ALUM PF -WHITE INSULATED NOTE: SEE DETAIL SHEETS FOR TYPICAL WINDOW DETAILS ,k TEMPERED AS NOTED B SEE ELEV. ALUM PF -WHITE INSULATED TEMPERED AS. NOTED C NOT USED ALUM PF -WHITE INSULATED - D - 5' -0' X 4 ALUM PF WHITE INSULATED E 5 x 4 ALUM PE -WHITE INSULATED E - F 2 X 6 -10 " ALUM. PE -WHITE INSULATED TEMPERED AS NOTED '.. G 2' -6" X 4' -8" ALUM PF -WHITE INSULATED TEMPERED AS NOTED H 3' -6" X 4' -4" ALUM PF -WHITE INSULATED TEMPERED AS NOTED J 6' -6" X 4' -4" ALUM PF -WHITE INSULATED - '. K 6' -6" X 4' -10" ALUM PF -WHITE INSULATED - L 6' 6" X 4' -10" ALUM PF -WHITE INSULATED - WINDOW SCHEDULE a MARK WINDOW SIZE FRAME GLAZING DETAIL I 139V11 REMARKS MAT. FIN. HEAD JAMB I SILL M 3' -0" U 3' -0" ALUM PF -WHITE INSULATED NOSE; SEE DETAIL SHEETS FOR TYPICAL WINDOW DETAILS ,k - N 5' -0" X 4' -10 ALUM PF -WHITE INSULATED P 5' -0 " X 4' -10" ALUM PF -WHITE INSULATED - Q 5 X 4 -10" ,...LUM PF -WHITE INSULATED R 2 X 3 -8 ALUM PF -WHITE INSULATED - S. (2)3 -0 "56 -10' ALUM PF -WHITE INSULATED TEMPERED AS NOTED T 2' -0 "X 6' -10" ALUM PF -WHITE INSULATED TEMPERED AS NOTED li 1' -8" X 6 -10" ALUM PF -WHITE INSULATED TEMPERED AS NOTED V6. 8" X 4' -10" ALUM PF -WHITE TINTED - -- 2,. ' -11 5/8 2 T-. -11 5/8 2...-.., 2' -11" 2,. 2' -11" , 2' -11" 2.- 2 2' -11" ° #' / 2'1 -11 5/B lima Ll ,k 3 LOBBY- 2ND FLOOR' GUESTROOM SUITE FIN.FLR. KRele LAUNDRY- HOUSEKEEPING 25' -0 1 /2 NOTE: FIELD VERIFY ALL DIMENSIONS O LOBBY ® COURTYARD TYPICAL 1WNDOW TRIM -EIFS 4" EIFS BAND TYP. ALUMINUM /'GLASS FIXED LITE LARGE HINDOW OPERABLE, 10 1ST EIFS.' SILL & 2ND FLOORS 5 f7 /1E98 14.1'i n- -504 d LOBBY- MEETING ROOM. INTERIOR LOBBY - GUESTROOM SUITE ® 2ND FLOOR NOTE: FIELD VERIFY ALL DIMENSIONS 4" EIFS. BAND TYP. LARGE, WINDOW. OPERABLE N 1ST AND 2ND FLOORS LOBBY ® COURTYARD V LOBBY- GUESTROOM SUITE ® 3RD FLOOR LOBBY- MEETING ROOM EXTERIOR I LINE NOT USED EXERCISE ROOM FIXED WINDOW LOBBY - GUEST LAUNDRY 4" TRIM 4" TRIM 2 i �� �.y�y 'Ila'i111L�'a!I' I I I II I� -Ir�i © i'I_ 0� CENTER MULLION mill w NI TYPICAL WN OOW a TRIM Rev FIXED LITE GLASS BITS TROOM Q LINE SIM. GUESTWING- CORRIDOR - FIXED WINDOW LOBBY- CART STORAGE/ REGISTRATION DESK 00 Y TRIM 2 2 O 22 0 " 0 TRIM N FIXED LjNi 111 WINDOW SIM, 1/4" TINTED GLASS WINDOW ELEVATOR TOWER 4" TRIM 5' -0" r4" TRIM LOBBY - MANAGER'S OFFICE GUESTWING- CORRIDOR ® TOP FLOOR CONTINUOUS WIDW aGE OF ACTUAL LOUVER FOR FULL WIDTH OF IR CONDITIONER / WINDOW O.f /C I RE' MECH SPECS C C TO COOED W/ MECN SUPPLIER DENOTES OPEN AREA OF LOUVER TYP. GUEST ROOM/ BREAKROOM' OPERABLE WINDOW SIDE ENTRIES -1ST FLOOR ® DOORS , #9.33, P1 S DOOR #7 4" TRIM NOTE 1. MAXIMUM U- FACTOR ON EXTERIOR GLAZED OPENINGS SHALL NOT EXCEED 0.72. 2. SOLAR HEAT GAIN COEFFICIENT OR SHADING COEFFICIENT ON EXTERIOR GLAZED OPENINGS SHALL NOT EXCEED 0.88. 1s1 FLOOR GUEST ROOM OPERABLE WINDOW LOBBY- BUISINESS OFFICE 4" TRIM EIFS INFILL PANEL MITER 0 CORNER C EIF$ SILL p CC 3UFPUER ATEN LINE TU CONTINUOUS F ULL NR JIDAFE R LOUVER F / F C ULL N1DTH OF C5 G C TO CObRD.I IAECHC SUPPLIER DENOTES OPEN AREA OF LOUVER NI DOW TRIM yNGLE LIGHT OPERABLE NINDOW SEE WINDOW TYPE. P '. FOil ADpDITIONA NOTES 20 HIDE x 22 HIGH M REIVED ATV O TUINVIIA AUG 1 3 1998 PERMIT CENTER R, 1 111111111111111111 �� Oil 11111 bil II *IVA Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: WINDOW SCHEDULE Revision: A A A 5401 Sheet A504 '. WIV D MOO S IU ' OF 'e,lVVIDSTOH 1310 SET Architecture Planning/ Landscape Architecture 4140_, North 48th Street Phoenix, Arizona 85018 (802) 840 -2795 FAX (602) 040 -9480 Shts. 0 DOOR SCHEDULE DOOR DOCK FRAME DETAILS FIRE •ATNG 20 MIN ®MIDEM EXIT DEVICE PIIMIZIIMIMMITMEMEINEMIIMMIllill0 alEMERIIIIIIIMPIIIIIIIIIMOMEN. CLOSER STOPS THRESHOLD WEATHERSTRIP MISC. MISC. NOTES NOTES LEGEND ini LOCATION EIETI CORRIDOR TO GJESTROOM ENIMIIIMIIIIIMIIMAIBIENEiEffAIIELEMil ® ®® TYPE 3 MATERIAL METAL HAD 13 -A602 JA :: 16 -A602 7H' H• r - 13ium/ I I t`rLt a11A/11:1.' Lr1 L1iialum OIN r ANTITY 1 r_ 1 1M Ell 1 HINGES, WEATHERSTRIP AND THRESHOLD SUPPLIED BY DOOR MANUFACTURER - SEE SECTION 08150. 2 . NO STRIKE PREPARATION ON WOOD JAMB. ELECTRIC STRIKE, CARD READER SUPPLIED BY OWNER. 3. CARD READER SUPPLIED BY OWNER. 4. BALL CATCHES FLUSH MOUNT AND INSTALLED IN DOOR FRAME. 5 MODIFY TA35 CASING TO RECEIVE DOOR GUARD AT 60 A.F.F. 6. MODIFY TA35 CASING TO RECEIVE DOOR GUARDS AT 48" AND 60` A.F.F. DOOR VIEWER AT 60' A.F.F. 8 DOOR VIEWERS AT 48' AND 60" A.F.F. 9. COORDINATE LOCATION OF DOOR MOUNTED STOP FOR ADJACENT DOOR. 10. DOOR AND HARDWARE SUPPLIED BY DOOR MANUFACTURER - SEE SECTION. 08325. 17, DOUBLE EGRE DOOR 12. DODR, FRAIU, HARDWARE - SEE SPECS. 13 FLUSHBOLTS AND ASTRAGAL BY DOOR MANUFACTURER - SEE SECTION 08150. 14. CUSTOM WOOD FRAME - SEE SPECS. 1, HOLD OPEN DEVICE TIED INTO ALARM SYSTEM. E. DOOR BOTTOM SUPPLIED BY DOOR MFG. INSTALLED BY CONTRACTOR. 17 MODIFY TA -35 CASING TO RECEIVE. DOOR GUARD AT 48' FOR HANDICAP ROOMSIDE, AND. 60" IF NOT H.C. DOOR AND SIDELITE GLAZED BY GLASS SUPPLIER. ID. M -2 WIRED INTO FIRE ALARM SYSTEM BY ELECTRICIAN. 20. DOORS SIDEUTES, TRANSOM, GLAZED. INCLUDED IN SECTION 08210, ALL OTHER MATERIALS AND LABOR BY OTHER SECTION. 21. DRAFTSTOPPING DOOR 22. SET FRAME FLUSH CORRIDOR SIDE. 23 M6 CENTER J,XMB WEATHERSTRIPPING TO BE SET IN JAMB .EDGE GROOVE. DOOR SHALL HAVE A WEATHER TIGHT CONDITIONS AT MEETING STILES. 24. DOOR GLAZED BY CLASS SUPPLIER. 25 DOOR. TO BE PREFINISHED PL -1A TO MATCH REGISTRATION DESK, 26. SEE WINDOW ELEVATIONS AT A504, 27. UNDER CUT GUESTROOM ENTRY DOORS BY 3/4 ", IN GUESTROOMS VWTH THROUGH WALL A/C UNITS ONLY D8 MAGNETIC HOLD OPEN DEVICE. ERA r"•Ir' Tr. 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T4 1 1 WSI RD 10 - :CORRIDOR TO. LINEN NEN STORAGE it CORRIDOR TO GUEST RY EST LAUND VENDING A f2 METAL META 1 1 -0" 3 -0' 6' -8 6 -8' 1 3 4' 1 3 4' PANT 3A PAINT METAL METAL 24 -A602. 13-A602 25 -5602' 16 -5602 23 -A602 - • 60 MIN 60 MI 3 O:i•7� ©fl IIMM1;TJ1E- 1 NE1- ERL1IIIIMMINIIIIIIKME 1 _1 1 1 5 ® ® - ® ®® '0014 TO CLOSET ESE 7 NU a : • • l I •,: J 11:11111115321111EIMIliffiE WOOD 1 ECM Mira 17EIT7LWI Ifiladi PAINT PAINT 1 w WOOD METAL 14 -A602 5 -A602 _11,20-A602 11 -A602 - 22 -A602 - - 1 ®- CORRIDOR TO STORAGE WANT. MA !'RI r TI'At; ' - ■:1_LL ®3' i� -0" 3 -0' 6 -8 6 -8" uTlli PAINT PAINT 3A 3A METAL META 13 -A602 16-5602 i. A602 23 -A602 -A.r 60 MIN 90 MINITMIRIM ® ® MIR ® E 16 Will • / / CM &, I: ai18FiLilf amiti r'1 ®Ei) ��EE{$�E■'T7L1iE� fiTI lCTMlI<$>ii[]TLliIllIlll'ZMI 3A MET M 13 -A••2 -:•1 1. A.0 . -:•1 - -:•I 4 5 INN • ,. <TIM��11�E����Et'�I�[3n��_E^�•j� tT 'IX1111- IR1111■111111111EI'1(=MrilliE^j11 ([� I[. ININ mom IT EOM 2 r:, • • r 1 q• W • ..... 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M8 1 6 . 1 METAL METAL 6 -A602 13-A602 12 -A602 16-A602 22 -A602 - - 60 I 3 05 ESE 1 ®LM� 1a1 1E�[ 1111 L9A 1 C5 1 54 1 TS I 45 2 s� 1 F� a14;uA. \ t.,1 l • F �El: i ?931P111AU3:1113:L;:���T�E�E�L� 6 - 8 I®L� PAINT PAINT M: � �� T� ET 1 3 METAL METAL 5 -5602 13 -A602 ]t I -5602 18 - 5600 22 -5602 - - 45 MIN© MINN TtT� E��E1� EtT' ' I E1•111111111r1 fl1U 11 II1©EEFIM©® ®[I •j���� I - 1EEEEE1 1^� I - .711 IS31 1 - EA CORRIDOR TO VENDING KIM MEETING ROOM MECH. CLOSET TO EXTERN EIIMEIIWIIIIIIONIIIIII!�• UNKTWINICEMEISIIIIIMMAFTAIN MI WOOD PAIR ffirillinaldiffiggall111 Et4CM®L! PAINT PANT PAINT . 1 M2. I 1 1 M TAL METAL . -A61 13 -A602 -A•I 16- A602511/ - • .r - 60 M I N 1 -- R i i i TANG ROOM T O •'RIDOR a CORRIDOR TO VENDING FBI _ M A H. M[T7Q WOOD WOOD PAIR PAIR IInerIa E 11 -6 MEINTEn•� 6' -8' ®LIl PAINT PAINT PAINT 3 4 4 M TAL WOOD WOOD 13 -A602 14 -A602 14 -A602 16 -A602 17 -5602 17 -A602 - - 45 WINLTms - - E 1112EM 4,2 : 1,01 ITEEEE1E E1111111111114 2 JJ 113 -- - - - - I -� F tEI 2 08' - MOO : 4 • . .• •• TO CLOSET 32 '. BEDROOM TO CLOSET 2 1 Mt _ 4 33 '. -- .MEETING ROOM TO EXTERIOR M WOOD 1 3' -0' 6' -8` PAINT •, 8 WOOD 6 -A602 12 -A60 22 -A602 3 B3 1 L2 - 1 IN 1 S4 1 T5 1 1 M FEW ■I ' _ n °7 ' r• ' :1 • `r•' � Ft ' i ME T AL F ,;•r11i^'TTi7iIIrER1:$M�EMMO METAL METAL 1 1 1 T�� crime 3 -0 IisEI 6 -8 QTyL� 1 30' 3( R . PAINT PAINT A . A - - • - A .1 .,•,. -. •I .. I . E1E�f:1ii� 1[VE�mo[4y��_ .11111111•K ill E 3 0 5 3 B5 1 ■EEE 1M 1 L3A �i 1'C�1♦F'S�f>♦G 1 E ETiETEEEEEi® C2 1 . 51 - i 1 i ® L I F1 . O� ' 36 LAUNDRY TO HOU NG 37 �EEAKROOM TO TOILET 36 3B METAL METAL 13 -A602 13 -A602 16 -A602 16 -A602 - - - - - 38 ABEARRO^-M. TO STORAGE. 39 LAUNDRY. TO LINEN STORAGE F. F METAL METAL 1 1 3 -0 3' - 0" 6 -8 6' -8 1 31.- 1 3/4" PAINT PANT 3B 3B METAL METAL. 13 -A602 13 -A602 16 -A602 16 -A602 - - - 45 MIN 3 B4 3 B5 1,1 1 L2 ,L LOA 1 STA 1 525 40 LAUNDRY TO DRYERS EZ® 1.4E it • • r F METAL MI1TNII[$MEN• 1 Y -0" 6' -8 1 3 4 PAINT • 1ii2I1G1ia...,∎ 38 METAL 13 -4602 16 -A602 elairir - aant:)♦(T:i - 3 B6 1 L9A ER] -osFa 1 S A o 1 � 1•ram 1G' • T1♦ ET'T' EIMIM 171111113MMIZTTIFIMIEWIZIMIIIIMEAMMAISWiN EE NOT USED Irmo EXTERIOR FROM LOBBY C A ®INWM WOOD GL METAL PAR 1 115161iliS•ME 3 -0 6' -8' E21111111111 ©L! 13/4' PAINT - PAINT A - MET - ALUM 13 - 1.02 - 16 - 4.02 - 23 - 4602 - •0 MIN - EiE- EFIO S1111•E2■- EtFNIII 3. 88 EEEEEEEiJ1011111•111•111111111111111-E M■[FCIF 1 L9 ®- III[3IIIIFIEall 1 C6 E1111111111FITII EA'1 1 S4 1 ® - 55 I 1 MI W52 - - 1 • .1 MB - ELF. 29 ALUMINUM STOREFRONT FRAME 30. PROVIDE ONE SET OF CONTUNUOUS SMOKE SEALS. 31. SET BOTTOM OF DOOR 1' -T" ABOVE FINISH FLOOR 32. PROVIDE ONE SET OF CONTINUOUS SOUND SEALS, DO NOT UNDERCUT DOOR. ' 33. PROVIDE 60 MIN DOOR 0 STAIR #3. 34 LOCATE DOOR 4" ABOVE FINISH FLOOR v.0.1), OF V.O.• ROOM. 45 CORRIDOR TO PANTRY 46. CORRIDOR TO BUSINESS OFRCE.. PAINT PAINT 3A 3 METAL METAL 3 -A602 13 -A602 9 -A602 16 -A602 - - F2 A M ETAL METAL 1 1 3 -0 3' -0' 6' -8 6` -8' 1 3/4" 1 3 4 45 MIN 45 MIN 3 85 65 1 - L1 - 1 1 C2 C2 1 Si 1 S1 1 Ti 1 1 451. WS' i. P1 _ 1 KPI 16' 47 : C•'• •r• TO IA ROOM • AB -: - VESTIBULE TO CLOS PAINT PAINT 3 3A METAL METAL 13 -A602 13 -A602 16 -A602. -5 16602 21 -A602 23 -A602 A A METAL METAL 1 1 3' -0 3 -O 6' -8 6' 8' fl1Li 45 MIN 4 MIN © 11TRI 1 - L9 - - 1 RIIIII I 1 1 T7 1 - 1 KP1 T P1 1 KPI 49 CORRIDOR TO STIBULE VESTIBULE. TO ROOM PAINT PAINT 3 3 METAL METAL 13 -A602 13 -A602 16 -A602 16 -A602 21 -A6• - ILIMMII•111111111111$511E � � ®all ®L� - 45. AIN ® B5 E� 3 95 I! ®� �� T� ® ® �FTl, 1 51 1 - men 74 - - 1 ISM 451 1 - I P1. KP1 1 KPI EEEEEEE' [� - CORRIDOR TO WORKROOM ROOM TO ELECTRICAL K TPo PAINT 3A METAL 15 -4602 -5 18 602 - 23 -5602 03 "- - FROM TELEPHONE Er IP. 54 ,' WORKROOM TO MANAGERS °FREE 'A A METAL METAL 1 ' .. 1 • 3' -0' 6' -8 '1 3� 13 4" PAINT PANT 3B 38. METAL METAL 13 -5602 13 -A602 16 -5602 16 -A602 - 45 MIN 45 MIN .. 3 85 1 1 L2 1 1 l•X� C2 - 55 - VESTIBULE FRBM LOBBY - 56 ' EXTERIOR FROM VESTIBULE K K 4001 /GL WOOD /GL PAIR. PAIR 3' -0' 3 - 0'. VARIES VARIES '.I 3/4 1 3 4' PANT .. PAINT 9 9 WOOD WOOD. 1 -A602 2 -A602 7 -A602 8 -A602 - 22 -A602 - 4 :12,81 6 B3 1 - L20 - 2 ED '2 2 C7 C3 2 S4 2 54 - 1 - TO 1 1 W52 WS2. 1 1,2 146 M6,DB2 2 , 2 KP6 P1 3.14 14 -- . VEN•' .GUEST LAUND:Y OCLOSET F METAL 1 2 -6 6 - 1 3 4` PAINT 1 METAL 5 -PD106 5- PD106. - - 3. 65 - - , IRIIIIIMSIMIIIIIIIIIM11111111111111EIMIIIIIIIMICIMICE1111111M11111112M1111 EMI ROOF TO ATTIC �. E.. LOBBY TOYER TO EXTERIOR K ���' METAL PAIR 1 3' -0' 6' - 8` E1[1L! 1 3 4" PANT P PAINT TT- META WOOD 6- A602SIM 2 -A602 ID- A6003M 13-AfR2 22- 5602516 22 -A602 - - NVIIIEIIIII111911I1111MI* Lt�IF�EEE- MINIM EMEEMIIIIIE9I 1E1.� ®CT�E! ®- F E11111111E1 EMIR® ® ® ®E1 1 1 M7 1 M6 i17FI�• uT - TTY GENERAL NnTFS: 61 H- SUITE. TO HVAC. CLOSET 62 . J -SUITE TO BEDROOM J SE ;/5409.2 METAL F FOR 1 INFOR 1 -10 DO k •N 6 -8 THIS •r•• 1 3 4 PAINT METAL 13 -A602 16 -A602 - - 3 BS 1 L9 - - - 111 1 SB - - - - - - 1, MAXIMUM U- FACTOR ON ALL OPAQUE EXTERIOR DOORS SHALL NOT EXCEED 0.085. 2. DOORS AND OPERABLE GLAZING. SEPERATING CONDITIONED FROM ..UNCONDITIONED SPACE SHALL BE WEATHERSTRIPPED. FIXED WINDOWS SHALL BE TIGHT FITTING WITH CLASS RETAINED BY STOPS WITH SEALANT OR CAULKING ALL AROUND. 63 • VO.D.. TO LOBBY ATTIC E3! BEV. VEST. 102 TO VEST. 102A F F METAL MET, 1 3' -0' I:inlEfriINYLO 6' -8 1. 3' 4 PAINT PAINT 1 1 METAL METAL 13 -A602 28 -0602 13 -A602 28 -0602 22 -A602 22 -A6o2 45 MIN 90 MIN 3 88 E�EF�E�ESl�mEEEEEEIF�E� 1 L9A - - 1 1 ST A. 1 T3 -ems 1 WS3 - - - - 34 5 DRYERS TO EXTERIOR 66 ELECTRICAL. ROOM TO EXTERIOR R ET-L METAL 1 PAIR 4-0 3' -0' 6'.-8 6 =8" MI PAINT PAINT 3 1 METAL METAL 6-A602 6 -A602 12-A602 12 -A602 2I-A602 21 -A.02 - 3 85 6 85 1 1 1.9 L9A - - 1 - I T5 T5 1 Ci•TYI 1 M12 47 :CARTS TO LAUNDRY R METAL PAIR IMIIEBICIIIEEfJLfi PAINT 1 METAL 5 -4602 11 -5602 21 -5002 90 MIN EMMEN EEEEEEfMN 2 E2 2 EIM®EE'! 1 T5 2 iii 2 M2 NOTES: CONTRACTOR SHALL FIELD VERIFY ALL HEAD, JAMB, AND SILL CONDITIONS WOOD GRAIN STEEL (PANEL) 2' 3' -0' O 0 WELDED. NOT USED HOLLOW METAL FRAME TYPES VISION PANEL W/ FIRE RATED GLAZING DOOR TYPES FLR KD TIMELY PRE - FINISHED KD TIMELY METAL KD TIMELY METAL METAL FRAME COLONIAL COLONIAL (TA -35) TRIM ONE SIDE, (TA -8) TRIM BOTH (TA -35) TRIM BOTH SIDES (TA -8) TRIM ONE SIDE SIDES NOT ;. ALL TIMELY FRAME AND TRIM SHALL BE FACTORY FINISH CUSTOM COLOR TO MATCH SHERWIN WILLIAMS LUMINAS WHITE #1900 SEMIGLOSS ALKYD. O WOOD GRAIN STEEL (PANEL) W WIRE GLASS PANELS HOLLOW CORE WOOD 8 LITE T.L.D. 6 PANEL THERMAL GLAZING COLONIST VISION PANEL W/ FIRE RATED GLAZING NOT TO EXCEED 100 SO. IN. WHAT 5 /7/1998 14:75' 56 A 505.AwY 5 81 LIGN ALIGN WOOD GRAIN STEEL (PANEL) WI WIRE GLASS PANEL TYPICAL EIFS WINDOW TRIM TEMPERED GLASS WOOD PREHUNG FRAME 1/8" TEMPERED '1/4 GAP MAX. I.G. GLASS WOOD 8 LITE T.D.L THERMAL GLAZING WOOD GRAIN FLUSH STEEL THERMAL GLAZING FULL PANEL AND SIDE GLAZED PANEL HOTS: SIDELITE IS NOT AACNED TO FRAME. ACE BETWEEN UNITS 1/2' MIN VERIFY JOB SIZE COND FOR SPACING. FLUSH STEEL W/ LOUVER MUNTINS TO ALIG W GLASS 000 MUNTINS O PREHUNG WOOD INTERIOR 24" x 12" LOUVER PRE - ASSEMBLED WOOD - EXTERIOR 0 0 NOT USED FLUSHHOLLLOW- ETAL FLUSH GRREAIN FLUSH STEEL WOOD 8 LITE DOOR ® CORRIDOR THERMAL GLAZING TYPICAL EIFS WINDOW TRIM TEMPERED GLASS WOOD PREHUNG FRAME PRE - ASSEMBLED WOOD - EXTERIOR ROIL NoEDTE IS NOT ATTACHED TO FRAME. SPACE BETWEEN UNITS 1/2' MIN. VERIFY JOB SITE CONDITIONS FOR SPACING. FLUSH STEEL FLUSH STEEL WITH GLAZED INSERT WITH GLAZED INSERT 5' MI= Mit O WOOD 8 LITE POOR W/ ONE SIDELITE (8 LITES EA.) 0 MEETING ROOM THERMAL GLAZING 0 10 PRE - ASSEMBLED WOOD- EXTERIOR Q MUNTINS TO ALIGN W_/ '•. - N - _ MUN ITNS 3' -0" HOLLOW METAL DOUBLE EGRESS HOLLOW CORE 6 PANEL COLONIST (SPLIT TO PAIR) 2 3 -0 W/ T WO GRAIN LI TES (8 TES ) EA. ) ID MEETING ROOM FIRE RATED GLAZING O Ht KD TIMELY METAL COLONIAL WOOD TRIM BOTH SIDES FLUSH HOLLOW METAL WOOD 8 LITE T.D.L DOUBLE EGRESS THERMAL GLAZING NOT USED STEEL FLUSH O O ®MSZ >, I MIA, I4. •MX; U I,I;I.0111111111IRtIMEN - : .. • r,F • F SEE HIN N T AFLO W LOCKS L1 lE HT24 WALL MOUNT R MTH LECTRI STRIKE US4 iC% Wa1Ma ,.x:ah4• 1TL1' IRAL >♦ _ ETDRZB REIIIIIIIFNIIMIEMIIIMEMI 131•111•11•111 BEETRT t L LS LSA SOILAGE 4180N ENGLE SIDED DEADBO.T SOLACE 8180N SINGLE MILO DEADBou AL250 541111N - SINGLE SIDED PASSAGE 86600 SINGLE 510E0 DEADBEAT L6 L7 L7A III=11111111111111111 1 R s• :i!4: EI�T1• ir.•■ JT2T L12 513 L14 •[FR.1• t!DM NONAGE • MM.! 99L -> -F 06 22E0 99- L -DT,06 160 OT X- APOLLO CUSTOM LENGTH WITH CUSTOM RITE PONDER COAT, ELECTRIFIED NOT USE1 I N� LKO!L �l AA1 ` OVER �y�. )e C6 C7 C9 FLUSHISIXTS- FBI F82 STOPS: St S1A DMA OCRMA SONJA HAGER HAGER HAGER HAGER 2920 AUTOMATIC 2025 236W WALL 2366 WALL US4 US4 US4 US26D CLS?T�ET Al C� 8 . ••' �, ( S7 58 59 LOCKGUARD D1 THRESHOLDS TI YEATNERSTRIP w51 652 Y53 DOOR BOTTOM: DB1 GCKNETICS VON DUPRN 00R MA DORMA NAGER DOES ®® 881279 CB 1900 NRP 4.5 X 45 80PD SATURN - STOREROOM F40 FLAIR - PRIVACY F10N R - PAS AGE 7601 PA 0140 NM 511COVER 7601 PA C 1 OVER A: WIN I OVER 7601 EH 4110 I •VER BIS 75 CONCEALED 401011 M .' • I TS93 -6 PKT 90 WALL MOUNTED IN POCKET GL 1593 -6 Kt 180 WALL MOUNTOO IN POCKET GL. NOT USED DL 6212 HINGE STOP 2" RUBBER BAR BUMPER HACER HAGER HAGER 7745 DOOR E1 S 7265 PRESS -ON GA66EING 8635 JMJB -UP CASKE1810 8635 JME1 -UP GASKETNG 74. • RFA! AP' D EMI US3 US4 U3260 US 11E ® 1755 OOOI VEVA 11 A CIIs ,'I... i•L u� ID lZZO:�EffiiS LP3 L'l•� 2750 SURFA,BOLT AND FLODt STRIKE I' U :U.. ♦ ITTb?•7: /.1IINTL!:8:,11:41:F11 1 I: ' CQ•� �:i 1 Sd1S4�13:X.t•I, O.• . 1'IXI. LM. .PLC.:ME AU L . 'ANN M1®01 ®® BXx19 ,, LtiF�NISC71✓- : X 1. •. CT;�CR7;iF!El7F5,. Ilia Q�1 ' K0050 34 %7 lE %AN - I IIEN11111111111111111 lCTG LT1F..- ■© E'T•.TI 71SC�..'1.''�7F!'�i•3 E70 CWIPCT BOTH 111 HALER 5115 -V 5 LAICHBIAGK HAGER 5205 ' LATOITRACK ©EB=111111111111Tr5• MOO. TO ..X 4j1J' - SKIM EMI= TYPE HINGES: MFGR. MODEL 7505N SURFACE HARDWARE LEGEND FINISH Bl STANLEY RD 750 - 3.5 X 3.5 US4 STANLEY r: 1 • • • - 4. % 4.S h4 1111.111WEI CS•.. • 900 NRP= 4.5 % 4.5 Ealli II ® C -H532 -4X4 SPRING HINGE MI EM11111111 ti JOG 112 NOTES 1) DO NOT SUBSTITUTE (20) BRASS TONE 0:nN041ATF. FOR iPHGES LA8LED US4. 2) HINGES USED 4618 CASTLEGATE STEEL DOOR REQUIRE SPECIAL TEMPLATE HINGES. RFSNTY 0 NQTTS• t T4 USE 5055 DR 5045 THRESHOLD. VERIFY JOB SITE CONDITION. 3' -0" 3' -0 STEEL W /LOUVERS \Mci,V0 (I APPLIED STEEL. DOUBLE FLUSH O RECEIVED CITY OF TUKWILA AUG 1 3 1998 PERMIT CENTER A Q A G 0 4 0 cc z f Q 0 0 l- z Z 0 -• W e _Z Qz � Z >Q c W Z U W Z Revision: Sheet A505 GARY D 1000 6TA18 OF WASHINGTON Oil) SET ■s�.■.■ POI III 1:1 _ __ Via tio Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix. Arizona 85018 FA (8 ) 840 -9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: DOOR SCHEDULE Shts. ILOBBYI 5/8" GpDw METAL HEADER WOOD MOULDING AWI #12631- PAINTED PT -5 IVESTJ -1/4" WOOD FRAME 1/4 ", 3" y " Tr 'per JAMB DETAIL JAMB 1 1/2 ";= 1' -0` 4 1 8" 3" SOUND ,ATTENUATION' 'BLANKETS AS REQUIRED 3 5/8" METAL STUDS ® 16" 5/8" GYP. BD. RE: PARTITION ��.TYPE FOR RATING MOULDING (PART OF FRAME ASSEMBLY) RE: SCHEDULE 2 1/4 H.M. FRAME 1/4" 2 2" 14 1 1/2" _! HEAD HEAD DETAIL O 1 1/2 " = 1' -0" HEAD DETAIL 13' 1 1/2" = 1' -0" ALUMINIUM 4" 1 1/2" =. -0" WINDOW EXTERIOR 1 " WALL 3 5/8" METAL STUDS ® 16 O.C. WOOD "Z" FRAME MOLDING 1 1/4 PTD. ATTACH TO WALL /WINDOW SURROUND PER MANUF. RECOMMENDATIONS WOOD MOULDING ANA #12631- PAINTED PT -5 5/8" GpDw ON 3-5/8" METAL STUDS ® 16' O.C. 2 X WOOD BLOCKING 5/8" GYP. BD. RE: PARTITION TYPE FOR RATING JAMB DETAIL WOOD SHUTTER - PTD. HINGES - MORTISED INTO FRAME & SHUTTER STILE 10" 1 1/2" = 1' -0" 1 1/2" = 1' -0" 1 1/2" = 1' -0 JAMB DETAIL @ SHUTTER 5/8" GpDw BATT INSULATION 1" EIFS ON 5/8" GYP. SHEATHING 1 "x4" EIFS TRIM SEALANT CONT. WOOD MOULDING WM -180 ETAL HEADER WOOD FRAME WOOD MOULDING AWI#12631- PAINTED PT -5 HEAD DETAIL 5/8" GpDw BATT INSULATION 1" EIFS ON 5/8" GYP. SHEATHING 1'x4" EIFS TRIM SEALANT CONT. WOOD MOULDING WM -180 2x3 -5/8" MTL. STUDS WOOD FRAME WOOD MOULDING AWI#12631- PAIN TED PT -5 DETAIL 3 5/8" METAL STUDS IS 16" D.C. 5/8" GYP. 8D.' RE PARTITION TYPE FOR RATING 2 X WOOD BLOCKING COLONIAL WOOD CASING �/ - 3/ 4 " DETAIL 3 /'ti . 4' .. .-- COLONIAL WOOD CASING � II" ��I' .2 2, X WOOD, BLOCKING 0O • ,,,— 2 5/8" GYP.. BD. II /4 " RE: PARI I'/ 4 " TYPE FOR TITON RATING. `ji '. 3 5/8" METAL STUDS ® 16" O.C JAMB DETAIL HEAD DETAIL 1 1/2" = 1' -0" 8" CMU 7/8" METAL FURRING 16" O.C. 5/8" GYPSUM BOARD. 2X BLOCKING PVC MOULDING H.M. FRAME 5/8" GYP. BD. MOULDING LAMINATED GpDw AS REQUIRED -SEE FINISH SCHEDULE 8" CMU 5/8' GYPSUM II I BOARD 7/8" METAL FURRING 16" O.C. PVC MOULDING H.M. FRAME 2X BLOCKING 5/8" GYP. BD. MOULDING LAMINATED GpDw AS. REQUIRED -SEE FINISH SCHEDULE JAMB DETAIL 1 1/2'= 1' -0 " CMU 5/8" GYPSUM BOARD 2X BLOCKING. PVC MOULDING H.M. FRAME 5/8" GYP. BD. PVC MOULDING LAMINATED GpDw AS REQUIRED -SEE FINISH SCHEDULE HEAD DETAIL 1 1/2" = 1 -0" FRAME (BEYOND) DOOR SCHEDULE DOOR RE: DOOR SCHEDULE 2" CORIAN THRESHOLD FLOOR TILE THRESHOLD DETAIL 1 1/2" = 1 -0" CONCRETE SLAB SILL 1 ' 1/2" 1' -0 -'3" SOUND. ATTENUATION - BLANKETS AS REQUIRED 3 5/8" METAL STUDS ® 16" O.C. 5/8" GYP. BD, RE: PARTITION TYPE FOR RATING MOULDING RE: SCHEDULE H.M. FRAME JAMB DETAIL 2 1/4" 1/4" ■ 1 1/2" =,1' -0" 3 5/8 "i METAL '..STUDS 4,16" 5/8" GYP. BD, RE:. PARTITION TYPE FOR RATING 2 X.WOOD BLOCKING COLONIAL WOOD CASING /4" / JAMB DETAIL 0 1 1/2" = 1' -0" THRESHOLD DETAIL 1 1/2" = 1' -0" MAGNETIC CATCHES SEE DETAIL "A" FOR PULL HARDWARE - TYPICAL DIMENSIONS SOLID BRASS i DIAMETER OF Z MOLDING. ATTACH FRAME TO WINDOW - SURROUND PER MANUF. RECOMM. 1 1 /2; I = 1 , - DETAIL @ DOUBLE JAMB DETAIL @ SHUTTER SILL DETAIL @ SHUTTER SHUTTER PANEL 27 1 1/2" = 1. -0 "'. JAMB /HEAD DETAIL 1 1/2" = 1' -0" 3" SOUND ATTENUATION BLANKETS AS REQUIRED 3 5/8" METAL STUDS. ® 16" O.C. 5/8" GYP. BD. RE: PARTITION TYPE FOR RATING MOULDING (PART OF FRAME', ASSEMBLY) RE: SCHEDULE H.M. FRAME EXTEND CARPET & PAD OVER THRESHOLD ALUMINUM THRESHOLD ANCHORED TO CONCRETE PLANK WITH EXPANSION ANCHORS AND SET IN 2 CONTINUOUS BEDS OF SEALANT DOOR RE: DOOR SCHEDULE FRAME (BEYOND) RE: DOOR SCHEDULE HANDICAP ACCESSIBLE - SET IN CAULK BED TILE FLOORING SEALANT EXPANSION STRIP ALUMINUM WINDOW WOOD SHUTTERS HEAD DETAIL HEAD DETAIL 1 1/2" = 1 -0" t i ) I H M FRAME JAMB DETAIL 1 1/2" = 1' -0" THRESHOLD DETAIL 1 1 / 2 " = 1 ' - 0" 8" CMU T — EFS OR 1" E.I.F.S. WHERE NOTED SEALANT /4" DOOR RE: DOOR SCHEDULE FRAME (BEYOND) RE: DOOR SCHEDULE CARPET THRESHOLD FLOORING RE: FINISH ,SCHEDULE ALUMINIUM WINDOW PROVIDE MAGNETIC CATCHES AS REQUIRED. SEE DETAIL "A" FOR TYP. DIMENSIONS OF WOOD "Z" FRAME MOLDING - ATTACH TO WINDOW SURROUND PER MANUF. RECOMM. 1 1/2" = 1' -0" 1 1/2" = 1" O 1 1/2" - 1' -0" BATT INSULATION 1" E.I.F.S. 3 5/8" METAL STUDS ® 16" O.C. 5/8" GYPSUM SHEATHING 5/8 GYPSUM BOARD SEALANT 4 METAL DRIP WOOD CASING 2 X BLOCKING WOOD FRAME WOOD CASING JAMB DETAIL EXTERIOR WALL BATT INSULATION 1" E.I.F.S. 3 5/8" METAL STUDS 0 16" O.C. 5/8" GYPSUM SHEATHING 5/8" GYPSUM BOARD SEALANT WOOD CASING —2 X BLOCKING -WOOD FRAME WOOD CASING 8" CMU 5/8 " GYPSUM .. BOARD WOOD "Z" MOLDING - PTD. ATTACH TO WINDOW SURROUND PER MANGE. RECOMMENDATIONS. WOOD SHUTTER PTD. RABBETED STILES t 2 1/4 4 " ' ' 3/4" ® PANEL JOINT 4, mca -01 1 2 -2X6 SILL THRESHOLD DETAIL 1 1/2" = 1' -0" 1,1/2" _... HEAD DETAIL @ 2 HR PART. 1 1 / 2 " 1 ' -0" 1 1/2" - 1' -0" SOLID BRASS l ® MIN. 3 HINGES BI -F I.D JOINT. PAINTED METAL DOOR AND FRAME BEYOND — ALUMINUM THRESHOLD ANCHORED TO 2X6 SILL 7- E.P.D.M. MEMBRANE FLASHING ADHERED TO 5/8" PLYWOOD ON WOOD FRAMING, EXTEND UNDER THRESHOLD AND ANCHOR 4" FIBERBOARD CANT STRIP TOP OF ROOF DECK 3" SOUND ATTENUATION BLANKETS AS REQUIRED 3 5/8" METAL STUDS 6 16" O.C. 5/8" GYP. BD. RE: PARTITION TYPE FOR RATING MOULDING (PART OF FRAME ASSEMBLY) RE: SCHEDULE H.M. FRAME 3" SOUND ATTENUATION BLANKETS AS REQUIRED 3 5/8" METAL STUDS ® 16" O.C. 5/8" GYP. BD. RE: PARTITION TYPE FOR RATING 0 RA NG MOULDING RE: SCHEDULE PVC MOULDING H.M. FRAME 2X BLOCKING 5/8" GYP. BD. PVC MOULDING LAMINATED GpDw AS REQUIRED JAMB DETAIL -SEE FINISH SCHEDULE H.M. FRAME JAMB DETAIL @ 2 HR PART. i OW HEAD DETAIL @ SHUTTER RECEIVED CITY OF TUKWII AUG 1 3 1998 PERMITCENTER Q 0 cc Z Z W Z az= z > c - �z Q Q cc sr cc p U W iuiii•i ■i wiI■ I. Ili III - -= SAM Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: DOOR. WINDOW and SHUTTER DETAIL Revision: 0 A A 0 Sheet A601 Shts. MKamins4i 19 HEAD DETAIL 1 1/2" = 1' -0" JAMB DETAIL 1 1/2 ". = 1' -0" 1 1/2" = 1' -0" 1 1 /2" = 1' -0" 1 1/2" = 1' -0" 4/10/98 7:58 AM n- 607.dwg 1 1/4" BLOCKING PRESSURE TREATED FIRE RETARDANT SEALANT METAL DRIP WOOD CASING WOOD FRAME WOOD CASING 8" CMU E.I.F.S. WOOD CASING 1 1/4" BLOCKING PRESSURE TREATED FIRE RETARDANT WOOD FRAME WOOD CASING 1/4" 3" SOUND ATTENUATION BLANKETS AS REQUIRED 3 5/8" METAL STUDS 0 16" O.C. 5/8" GYP. BD. RE: PARTITION TYPE FOR RATING MOULDING (PART GF FRAME ASSEMBLY) RE SCHEDULE HEAD DETAIL H.M. FRAME 1/4" ( 3" SOUND ATTENUATION BLANKETS AS REQUIRED 3 5/8 METAL STUDS 0 16" OC 5/8" GYP. BD. RE: PARTITION TYPE FOR RATING MOULDING RE: SCHEDULE H.M. FRAME JAMB DETAIL 3 5/8" METAL STUDS 0 16" O.C. COLONIAL WOOD CASING 2 X WOOD BLOCKING PRESSURE TREATED 4" FIRE RETARDANT 5/8" GYP. BD. RE: PARTITION . TYPE FOR RATING JAMB DETAIL 2 1/4 2 1/4' 1/4" 1 1/2" = 1' -0" 1 1/2" = 1' -0" 1 1/2" = 1' -0" 1 1/2" = 1' -0" 8" CMU E.I.F.S. METAL DOOR FRAME AT MEETING ROOM EXTERIOR DOOR. (45 MIN. ASSEMBLY) HEAD DETAIL 5/8" GYP. BD. 7/8" METAL FURRING 0 16" 0.C. (1 1/2" FURRING 15 ELEC. OUTLETS) SEALANT METAL DRIP WOOD CASING 1 1/4" WOOD BLOCKING PRESSURE TREATED FIRE RETARDANT WOOD FRAME WOOD CASING 8" CMU E.I.F.S. METAL DOOR FRAME AT MEETING ROOM EXTERIOR DOOR. (45 MIN. ASSEMBLY) 5/8" GYP. BD. 7/8" METAL FURRING 0 16" O.C. (1 1/2" FURRING ® ELEC. OUTLETS) WOOD CASING 1 1 BLOCKING PR SSURE TREATED FIRE RETARDANT 1/4" WOOD FRAME JAMB DETAIL 3 5/8" METAL STUDS 0 16" O.C. 5/8" GYP. BD. RE: PARTITION TYPE FOR RATING 2 X WOOD BLOCKING PRESSURE TREATED FIRE RETARDANT COLONIAL WOOD CASING J /4" - '3/4" HEAD DETAIL 3 5/8" METAL 111 STUDS 0 16" O.C. 5/8" GYP. BD. RE: PARTITION TYPE FOR RATING 2 X WOOD BLOCKING PRESSURE TREATED FIRE RETARDANT I MAg COLONIAL WOOD CASING - /4 „ 3/4 JAMB DETAIL 4 ,. COLONIAL WOOD CASING icir2, 2 X WOOD BLOCKING PRESSURE TREATED i Ii 2 .. FIRE RETARDANT 1 1111� :::. - 5/8" GYP. BD. 1 11/4" RE: PARTITION ,, IA/ 4" TYPE FOR RATING L 3 5/8" METAL STUDS � 16" O.C. JAMB DETAIL HEAD DETAIL 1 1/2" = 1' -0" JAMB DETAIL 1 1/2" _ 1' -0 HEAD DETAIL 1 1 /2" = 1' -0" 1 1/2" = 1' -0" 1 1/2" = 1' -0" 8" CMU 5/8" GYPSUM BOARD 7/8" METAL FURRING 0 16" 0.C. (1 1/2" FURRING 0 ELEC. OUTLETS) 2X BLOCKING PRESSURE TREATED FIRE RETARDANT PVC MOULDING H.M. FRAME 5/8" GYP. BD. MOULDING 8" CMU 5/8" GYPSUM BOARD 7/8" METAL FURRING 0 16 "0.C. (1 1/2" FURRING ELEC. OUTLETS) PVC MOULDING 2X BLOCKING PRESSURE TREATED FIRE RETARDANT H.M. FRAME 5/8" GYP. BD. MOULDING 8" CMU 5/8" GYPSUM BOARD 7/8" METAL FURRING 0 16 "O.C. (1 1 2 FURRING 0 ELEC. OUTLETS) 2X BLOCKING PRESSURE TREATED FIRE RETARDANT -- -PVC MOULDING H.M. FRAME 5/8" GYP. BD. PVC MOULDING 8" CMU 5/8" 'GYPSUM BOARD 7/8" METAL FURRING 0 16 "O.C. (1 1/2" FURRING © ELEC. OUTLETS) PVC MOULDING 2X BLOCKING PRESSURE TREATED FIRE RETARDANT H.M. FRAME 5/8" GYP. 8D. PVC MOULDING JAMB DETAIL FRAME (BEYOND). RE: DOOR SCHEDULE DOOR RE: DOOR SCHEDULE SET THRESHOLD IN MASTIC FLOORING RE FINISH SCHEDULE 25 JAMB /HEAD DETAIL 4 1 1/2" = 1 HEAD DETAIL 1 1/2" = 1' -0" 3" SOUND ATTENUATION BLANKETS AS REQUIRED JAMB DETAIL 1 1/2" = 1' -0" 1 1/2" = 1' -0" 3" SOUND ATTENUATION BLANKETS AS REQUIRED 3 5/8" METAL STUDS 0 16" O.C. 1/2" R.C. CHANNELS 0 24" O.C. 5/8" GYP. BD. RE: PARTITION TYPE FOR RATING MOULDING (PART OF FRAME ASSEMBLY) RE: SCHEDULE H.M. FRAME EXTEND CARPET & PAD OVER THRESHOLD ALUMINUM THRESHOLD ANCHORED TO CONCRETE PLANK WITH EXPANSION ANCHORS AND SET IN 2 CONTINUOUS BEDS OF SEALANT 3" SOUND ATTENUATION BLANKETS 3 5/8" METAL STUDS 0 16'0.0. 5/8" GYP. BD. RE: PARTITION TYPE FOR RATING 1/2" R.C. CHANNELS MOULDING (PART OF FRAME ASSEMBLY) RE: SCHEDULE H.M. FRAME 1/2" R.C. CHANNELS 3 5/8" METAL STUDS 0 16"0,5, 5/8" GYP BD RE: PARTITION. TYPE FOR RATING MOULDING RE: SCHEDULE H.M. FRAME DOOR RE: DOOR SCHEDULE FRAME (BEYOND) RE: DOOR SCHEDULE HANDICAP ACCESSIBLE THRESHOLD FLOORING RE: FINISH SCHEDULE HEAD DETAIL 1 1/2" = 1' -0" I 2 ..� 11 JAMB DETAIL 0 1 1/2" = 1' -0" 8" CMU T -- -EFS OR E.I. F.S. , WHERE NOTED GROUT SOLID SEALANT /4" H.M. FRAME 8" CMU '- -EFS OR E.I.F.S. WHERE NOTED JAMB ANCHORS GROUT SOLID SEALANT /4" H.M. FRAME 8" CMU 5/8" GYP. BD. 7/8" METAL FURRING 0 16 "O.C. 1 FRRI 0 LE 1 . 2 OU NG SHIM 2X BLOCKING PRESSURE TREATED FIRE RETARDANT ---PVC MOULDING H.M. FRAME 5/8 " GYP. 8D. PVC MOULDING 0 HEAD DETAIL 26 1 1/2" = 1 8" CMU 5/8" GYPSUM BOARD 7/8" !METAL FURRING 0 16 "O.C. Q S 1 1 /2 FURRING © ELEC. OUTLETS) SHIM PVC MOULDING H.M. FRAME 2X BLOCKING PRESSURE RETARDANT 5/8" GYP. BD. PVC MOULDING JAMB DETAIL 27 1 1/2" = 1' -0" DOOR RE: DOOR SCHEDULE FRAME (BEYOND) RE: DOOR SCHEDULE CARPET THRESHOLD FLOORING RE FINISH SCHEDULE 5 7/ 1/4 ANCHOR METACAULK" 1 1/2" = 1' -0" 1 1/2" = 1' -0" METACAULKL =\ 1 1/2" = 1' -0" 1 1/2" = 1' -0" BATT INSULATION E.I.F.S. 3 5/8" METAL STUDS 0 16" O.C. 1/2" GYPSUM SHEATHING 5/8" GYPSUM BOARD SEALANT 4 ETAL DRIP WOOD CASING 2 X BLOCKING PRES TREATED FIRE RETAR WOOD FRAME WOOD CASING HEAD DETAIL BATT INSULATION E. I. F. S. 3 5/8" METAL STUDS 0 16" O.C. 1/2" GYPSUM SHEATHING 5/8" GYPSUM BOARD SEALANT WOOD CASING 2 X BLOCKING PRESSURE TREATED FIRE RETARDANT WOOD FRAME WOOD CASING JAMB DETAIL 5/8" TYPE "X" GYP.. BD. 3" SOUND ATTENUATION BLANKETS 3 5/8" METAL STUDS 0 16" O.C. METAL HEADER ,- 1/2" RC CHANNELS 0 24" 0.5. 1 HR. RATED 0.060 STEEL FRAME 1 HR. RATED DOOR HEAD DETAIL 1 HR. RATED 2 8 1 1/2" = i' -0" 5/8" TYPE "X" GYP. BD. 3" SOUND ATTENUATION BLANKETS 3 5/8" METAL STUDS 0 16" O.C. METAL STUDS 1/2" RC CHANNELS 0 24" 0.C: 1 HR. RATED 0.060 STEEL FRAME SCREW 3/4 "X3/4" H.M. STOPS 3/16" FIRELITE JAMB DETAIL® 1 HR. RATED GLASS 29 1 1/2" = 1' -0" 3/16" FIRELITE 3/4 "X3/4" H.M. STOPS SCREW 1 HR. RATED 0.060 STEEL FRAME 1 HR. RATED DOOR THRESHOLD DETAIL THRESHOLD DETAIL THRESHOLD DETAIL MULLION DETAIL NOTE: BLOCKING FOR DOOR SUB. FRAMES WILL BE PRESSURE TREATED /FIRE RETARDANT LUMBER Q O to • Z Z W z cc �0 w Z W 2 Uj z - x & Z L " Z W Z Z ��j l MJ z , gy m— <t w cc cc p W Q ✓ r U w Z QARV O TODD $1A1F OF WASHING BID SET 1J IA FINUM wl IN MINNIE .IliI MI WAN Architecture/ Planning/ Landscape Architecture 4148 North 48th Street, Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: GUESTWING DOOR DETALS Revision: 0 A Sheet A602 ° T" 4)))) 1 3 1998 PERMITO Shts. MKomin ski ACCESSIBLE COUNTER MOULDING '13'-\\ 44 GYP. BOARD 0 PARTITION WALL BELOW TRANSACTION WALL CLAD WITH PL -1A CERAMIC TILE, CT -2, BUTT JOINT TYPICAL STRUCTURAL STEEL BUTT JOINTS AT CERAMIC COLUMN - TILE COUNTER TOPS WITH RE: STRUCT. CLEAR CAULK (1/16" JOINT) AT CERAMIC TILE TO WOOD 54" TRIM JOINT -2 3/4" 2' -3" 5' -0 1/2" SMOOTH FINISH, PAINTED. (C6- 5 /PT -8) GYP. BOARD SOFFIT. RECESSED INCANDESCENT LIGHT FIXTURES. TYPE: T PAINTED GPDW CEILING (CO- 5 /PT -8) NO TEXTURE RECESSED ADJUSTABLE EQ. EYEBALL LIGHT FIXTURE TYPE T -1 CG -4 CEILING RECESSED INCANDESCENT LIGHT FIXTURE TYPE:', F -1 j SEE ELEVATION NOTES SHEET A701E ACCESS SCALE: 3/8" = 1'0" ,CENTERLINE OF ACCESSIBLE I COUNTER ' -11 3/4 CRT RECESS MLDG. 'B' TYPICAL AT BACK EDGES WHERE CT -2 OCCURS. MODIFY AS NECESSARY AT CRT UNIT FOR EQUIP. CLEARANCES — WF-2 CROWN MOULDING SEE DETAIL 3/A701E PAINTED PT -1 1 REGISTRATION SCALE: 3/8" = 1'0" A- 701n.dwq PRIMER RECESS WF 2 NOTE: SEE ELEVATION NOTES SHEET A701E CRT RECESS FOLIO CUTOUT WF- 5/PT -3 (O. F. C.I.) LOGO SIGN 1/2 RD. (PT -1) STOP WF -2 & WOOD BASE AT THIS POINT 5104" EQ. II EQ. INFORMATION FOR INSTALLATION SEE SHEET ID122 � I I ! O REGISTRATION DESK FLOOR PLAN I SCALE: 3/8" = 1'0" CENTER LIGHT FIXTURES ON CENTER LINE OF TRANSACTION SURFACES BELOW TYPICAL E I A.F.F. CENTER LINE OF CENTER LINE OF CENTER LINE OF CENTER LINE OF CENTER LINE OF 0 'TRANSACTION COUNTER TRANSACTION COUNTER TRANSACTION COUNTER COUNTER COUNTER COVED LIGHT RECESS LIGHT FIXTURES TYPE: K " 8' -2" A.F.F. REGISTRATION DESK - REFLECTED CEILING PLAN SCALE: 3/8" = 1'0" 1j ,. - 1 DIRECTION OF VENEER GRAIN " LDG. B TACC II EQUI (O.F.C.I.) DESK FRONT ELEVATION STRUCTURAL STEEL COLUMN - RE: STRUCT. 4" HIGH BACK SPLASH 2' -3" 2' -3 3/4" AT COUNTER, PLAM -2 GUEST SAFE DEPOSIT BOXES (O.F.0.1.) RECESS IN COUNTER FOR INTERCOM AND DOOR RELEASE BUTTON RE: DTLS. 1 -6. SHEET A701F STOP, CROWN MLDGI HERE 3 , - 7 -6" A.FF. 7 RECESSED INCANDESCENT LIGHT FIXTURES TYPE: F -1 #f WF- CROWN MOULDING SEE DETAIL 3/A701E CLR. L 1/2" PROVIDE SWITCH FOR EACH RUN OF UNDERCOUNTER LIGHTING UNDER 3' -10" SHELF WF -1 PRINTER RECESS 7018 PRINTER RECESS LOCATED IN MILLWORK RECESS NOTE: DIMENSIONS OF A.F.F. ARE TO CENTERLINE OF OUTLETS km LOCATED IN MILLWORK TACC II EQUIP 18" A.F.F O 2 REGISTRATION DESK ELECTRICAL PLAN SCALE: 3/8" = WF 2 LOCATED IN MILLWORK COORDINATE LOCATION W/ WIREWAY OPENING BELOW. — UNDERCOUNTER LIGHTING - TYP, AT EACH UPPER TRANSACTION COUNTER 18" A.F.F. WF-1 'FASCIA PT -1 CROWN CENTER LINE OF REGISTRATION DESK NOTE: SEE ELEVATION PAINTED WOOD BASE — NOTES SHEET R5 BEYOND (PT -1)' SEE DTL. 5/A701E REGISTRATION DESK — ELEVATION AT BACK WALL SCALE: 3/8" = 10" 18" A.F.F. SEE SHEET ID116 FOR LOGO DETAILS RECESSED INCANDESCENT GUEST SAFE DEPOSIT BOXES (O.F.C.I.) DEDICATED CIRCUIT 18" A.F.F. ELECTRICAL SYMBOLS LEGEND (PLAN) 4. DUPLEX RECEPTACLE, M QUAD RECEPTACLE PLUG MOLD WITH OUTLETS 'A DEDICATED ISOLATED GROUND If DUPLEX RECEPTACLE. TELEPHONE OUTLET 7 DATA PORT OUTLET SWITCH FOR UNDERCOUNTER LIGHTING (ELEVATION) B EE B GENERAL NOTES, 1 1. SEE SHEET A701E POW NOTES AND LEGENDS TO CORRDINATE WITH CODE NUMBERS ON. PLANS AND ELEVATIONS. I BEYOND r&WQfie 1 WF 2 S TOP WF -2 ® INSIDE CORNER WF 1 'Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona ';85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 300401 Date: 4 -15-98 Sheet Description: MILLWORK PLANS DESK PLANS Revision: 0 A 17MItlin 11111011111 ,11:1111 1111 Sheet A701A of pEQEryEb AUG 1 3 1998 Sh r� ,' Cis) 13 I 3' -7 3/4" 7 3/4i - " ,, �3' -7 3/ , 2 BEYOND " 3 -7 . 3/4 " . } 09 12" .9-,L ,.Z -,9 V 1 07 09 I I T I I OPEN 03 �, i J__ , oMk illW t 0 J t 03 t t t G t MKomin ski ACCESSIBLE COUNTER MOULDING '13'-\\ 44 GYP. BOARD 0 PARTITION WALL BELOW TRANSACTION WALL CLAD WITH PL -1A CERAMIC TILE, CT -2, BUTT JOINT TYPICAL STRUCTURAL STEEL BUTT JOINTS AT CERAMIC COLUMN - TILE COUNTER TOPS WITH RE: STRUCT. CLEAR CAULK (1/16" JOINT) AT CERAMIC TILE TO WOOD 54" TRIM JOINT -2 3/4" 2' -3" 5' -0 1/2" SMOOTH FINISH, PAINTED. (C6- 5 /PT -8) GYP. BOARD SOFFIT. RECESSED INCANDESCENT LIGHT FIXTURES. TYPE: T PAINTED GPDW CEILING (CO- 5 /PT -8) NO TEXTURE RECESSED ADJUSTABLE EQ. EYEBALL LIGHT FIXTURE TYPE T -1 CG -4 CEILING RECESSED INCANDESCENT LIGHT FIXTURE TYPE:', F -1 j SEE ELEVATION NOTES SHEET A701E ACCESS SCALE: 3/8" = 1'0" ,CENTERLINE OF ACCESSIBLE I COUNTER ' -11 3/4 CRT RECESS MLDG. 'B' TYPICAL AT BACK EDGES WHERE CT -2 OCCURS. MODIFY AS NECESSARY AT CRT UNIT FOR EQUIP. CLEARANCES — WF-2 CROWN MOULDING SEE DETAIL 3/A701E PAINTED PT -1 1 REGISTRATION SCALE: 3/8" = 1'0" A- 701n.dwq PRIMER RECESS WF 2 NOTE: SEE ELEVATION NOTES SHEET A701E CRT RECESS FOLIO CUTOUT WF- 5/PT -3 (O. F. C.I.) LOGO SIGN 1/2 RD. (PT -1) STOP WF -2 & WOOD BASE AT THIS POINT 5104" EQ. II EQ. INFORMATION FOR INSTALLATION SEE SHEET ID122 � I I ! O REGISTRATION DESK FLOOR PLAN I SCALE: 3/8" = 1'0" CENTER LIGHT FIXTURES ON CENTER LINE OF TRANSACTION SURFACES BELOW TYPICAL E I A.F.F. CENTER LINE OF CENTER LINE OF CENTER LINE OF CENTER LINE OF CENTER LINE OF 0 'TRANSACTION COUNTER TRANSACTION COUNTER TRANSACTION COUNTER COUNTER COUNTER COVED LIGHT RECESS LIGHT FIXTURES TYPE: K " 8' -2" A.F.F. REGISTRATION DESK - REFLECTED CEILING PLAN SCALE: 3/8" = 1'0" 1j ,. - 1 DIRECTION OF VENEER GRAIN " LDG. B TACC II EQUI (O.F.C.I.) DESK FRONT ELEVATION STRUCTURAL STEEL COLUMN - RE: STRUCT. 4" HIGH BACK SPLASH 2' -3" 2' -3 3/4" AT COUNTER, PLAM -2 GUEST SAFE DEPOSIT BOXES (O.F.0.1.) RECESS IN COUNTER FOR INTERCOM AND DOOR RELEASE BUTTON RE: DTLS. 1 -6. SHEET A701F STOP, CROWN MLDGI HERE 3 , - 7 -6" A.FF. 7 RECESSED INCANDESCENT LIGHT FIXTURES TYPE: F -1 #f WF- CROWN MOULDING SEE DETAIL 3/A701E CLR. L 1/2" PROVIDE SWITCH FOR EACH RUN OF UNDERCOUNTER LIGHTING UNDER 3' -10" SHELF WF -1 PRINTER RECESS 7018 PRINTER RECESS LOCATED IN MILLWORK RECESS NOTE: DIMENSIONS OF A.F.F. ARE TO CENTERLINE OF OUTLETS km LOCATED IN MILLWORK TACC II EQUIP 18" A.F.F O 2 REGISTRATION DESK ELECTRICAL PLAN SCALE: 3/8" = WF 2 LOCATED IN MILLWORK COORDINATE LOCATION W/ WIREWAY OPENING BELOW. — UNDERCOUNTER LIGHTING - TYP, AT EACH UPPER TRANSACTION COUNTER 18" A.F.F. WF-1 'FASCIA PT -1 CROWN CENTER LINE OF REGISTRATION DESK NOTE: SEE ELEVATION PAINTED WOOD BASE — NOTES SHEET R5 BEYOND (PT -1)' SEE DTL. 5/A701E REGISTRATION DESK — ELEVATION AT BACK WALL SCALE: 3/8" = 10" 18" A.F.F. SEE SHEET ID116 FOR LOGO DETAILS RECESSED INCANDESCENT GUEST SAFE DEPOSIT BOXES (O.F.C.I.) DEDICATED CIRCUIT 18" A.F.F. ELECTRICAL SYMBOLS LEGEND (PLAN) 4. DUPLEX RECEPTACLE, M QUAD RECEPTACLE PLUG MOLD WITH OUTLETS 'A DEDICATED ISOLATED GROUND If DUPLEX RECEPTACLE. TELEPHONE OUTLET 7 DATA PORT OUTLET SWITCH FOR UNDERCOUNTER LIGHTING (ELEVATION) B EE B GENERAL NOTES, 1 1. SEE SHEET A701E POW NOTES AND LEGENDS TO CORRDINATE WITH CODE NUMBERS ON. PLANS AND ELEVATIONS. I BEYOND r&WQfie 1 WF 2 S TOP WF -2 ® INSIDE CORNER WF 1 'Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona ';85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 300401 Date: 4 -15-98 Sheet Description: MILLWORK PLANS DESK PLANS Revision: 0 A 17MItlin 11111011111 ,11:1111 1111 Sheet A701A of pEQEryEb AUG 1 3 1998 Sh r� ,' in I 311111111111 ... - M ...... _ - �' —• r ' • o / / /o / /ur o /i / /riot �' - '� �••• « _ £ .. 111 _ h, I Li LEI L 7. MEI 0 NM_ 3 111 Ti ai ilk i REG. DESK MILLWK. ELEV.— ELECTRICAL & CONSTR. NOTES 1/2" - 1 P7-8 FASCIA 1/2" = 1' -0" ■I II■CIA I IMMO L -- — TACC II MKominski 4/10/98 8:00 AM a- 70i6. REGISTRATION DESK MILLWORK ELEVATION 14 PT -8 FASCIA REGISTRATION DESK MILLWORK ELEVATION — EQUIPMENT 11 CROWN MOULDING PAINTED (PT -1) �V '40 '/ YAW I T-- -- FOR WIRING 1 I a 1 L D SIT I 1 / BOXES I II (O. F.O.I.) I PL -2 II _ -I II j 1 L (M.C.Pj PL -3j 1 u BASE TO SUPPORT WEIGHT OF SAFE DEPOSIT I I BOXES: 540 LBS. CONSTRUCT PLYWOOD /WOOD 1 WOOD TRIM, MOULDING 'A' (STN -1) HD. WD. BLOCKING AT EDGE PL -2 1 -1/2" = i' -0" MILLWORK ELEVATION AT SAFE DEPOSIT BOXES 3/4" = 1. -0° SECTION AT SAFE DEPOSIT BOXES ON PLDY(NOOD 1 A WOOD BASE BEYOND PAINTED PT -1 TACC II ELECTRONIC SAFE (O.F.C.1.) 9 1/4" I PL -2 VARIES I(1' -6" MAX) —CERA TOP, 5/8" FIC TILE TT -2 MASTIC ANGLED VIEW ROVIDE 2 "X WOOD SUPPORTS III ;II 1/4" 14+ 1/4 EO r / / SAFE DE QS / BOXES (O.F.C.I.) I \ 06 ` \ 7� LINE OF FURR -OUT BEYOND (WF -1) f - WF -1 ON WING WALL BEYOND PLYWOOD CLAD 0 4TH PL -1A 1 -1 \2" X 1" WOOD MOULDING STAIN STN -1 U TYPICAL WOOD BASE, PT -1 SEE DETAIL 5/A701E SECTION AT ACCESSIBLE COUNTER RECESS FOR INTERCOM & ALARM CONTROLS LINE OF WALL BEYOND 1- 1/2 ".- ,1' -0" SAFE DEPOSIT BOXES - DIMENSIONS (O.F.C.I.) 2' -B 5/8 2' - 5 3/4 DEPTH = 24" SECT.© TELE. MSG. SHELF 2' -2 3/4" FIELD VERIFY 1' -3" TACC II ELECTRONIC TIMED SAFE SECTION AT TACC II m*-Ofty NOTE: SEE SHEET 0701E FOR ELEVATION NOTES THAT COORDINATE WITH CODE NUMBERS. Nf 4148 North 48th Street Phoenix, Arizona 85018 FAX -9 69 Job# l 97- 3004.01 Date: 4 -15 -98 Sheet Description: REGISTRATION DESK MILLWORK ELEVATIONS Revision: 0 0 A A Q 4 0 C :z Z 00 Z w W co z > < 0 m J D � cc D L W r z U Z Architecture / Planning/ Landscape Architecture Sheet A701B BID SET of poF AUG 1 3 19?8 PERWr CENTER .. Slits. lY WF -1 r%Xa - / OPEN —WF 2 7- WF k d £ © �>• 0 0 -:a ate �� ' nR 2 ' -2 „ 2 , -3 „ 5 . -0 „ 2'-2., i I PRINTER ME— I �— ER _ — 1 NO DRAWER t — - �� — _I_'■ IM `. I . in �P�� , mom r TACC II / /R / \ \ \ \ \ -, / .. — ,i — MEOW ■�. — �� L \ -1 \ I\ } ru F u 1I%Wy] n 'fi1z Nn 1 '�°']c ((�; 3 T L J 'IE1S dG eta" Y II / \III iY ,—;-> -2.--44" - 2' -0" -8 1 2 - 1' -9" 1' -10" 2' -0" 11 -8 2 1 -9" 1' -10" 2' -0 2 -2 11 _II _ ANGLED VIEW / 4 . -4 ,. 5 ._ 3 1., 2 5 ,_ 3 „ 4 ' -2 1,. 4 2 in I 311111111111 ... - M ...... _ - �' —• r ' • o / / /o / /ur o /i / /riot �' - '� �••• « _ £ .. 111 _ h, I Li LEI L 7. MEI 0 NM_ 3 111 Ti ai ilk i REG. DESK MILLWK. ELEV.— ELECTRICAL & CONSTR. NOTES 1/2" - 1 P7-8 FASCIA 1/2" = 1' -0" ■I II■CIA I IMMO L -- — TACC II MKominski 4/10/98 8:00 AM a- 70i6. REGISTRATION DESK MILLWORK ELEVATION 14 PT -8 FASCIA REGISTRATION DESK MILLWORK ELEVATION — EQUIPMENT 11 CROWN MOULDING PAINTED (PT -1) �V '40 '/ YAW I T-- -- FOR WIRING 1 I a 1 L D SIT I 1 / BOXES I II (O. F.O.I.) I PL -2 II _ -I II j 1 L (M.C.Pj PL -3j 1 u BASE TO SUPPORT WEIGHT OF SAFE DEPOSIT I I BOXES: 540 LBS. CONSTRUCT PLYWOOD /WOOD 1 WOOD TRIM, MOULDING 'A' (STN -1) HD. WD. BLOCKING AT EDGE PL -2 1 -1/2" = i' -0" MILLWORK ELEVATION AT SAFE DEPOSIT BOXES 3/4" = 1. -0° SECTION AT SAFE DEPOSIT BOXES ON PLDY(NOOD 1 A WOOD BASE BEYOND PAINTED PT -1 TACC II ELECTRONIC SAFE (O.F.C.1.) 9 1/4" I PL -2 VARIES I(1' -6" MAX) —CERA TOP, 5/8" FIC TILE TT -2 MASTIC ANGLED VIEW ROVIDE 2 "X WOOD SUPPORTS III ;II 1/4" 14+ 1/4 EO r / / SAFE DE QS / BOXES (O.F.C.I.) I \ 06 ` \ 7� LINE OF FURR -OUT BEYOND (WF -1) f - WF -1 ON WING WALL BEYOND PLYWOOD CLAD 0 4TH PL -1A 1 -1 \2" X 1" WOOD MOULDING STAIN STN -1 U TYPICAL WOOD BASE, PT -1 SEE DETAIL 5/A701E SECTION AT ACCESSIBLE COUNTER RECESS FOR INTERCOM & ALARM CONTROLS LINE OF WALL BEYOND 1- 1/2 ".- ,1' -0" SAFE DEPOSIT BOXES - DIMENSIONS (O.F.C.I.) 2' -B 5/8 2' - 5 3/4 DEPTH = 24" SECT.© TELE. MSG. SHELF 2' -2 3/4" FIELD VERIFY 1' -3" TACC II ELECTRONIC TIMED SAFE SECTION AT TACC II m*-Ofty NOTE: SEE SHEET 0701E FOR ELEVATION NOTES THAT COORDINATE WITH CODE NUMBERS. Nf 4148 North 48th Street Phoenix, Arizona 85018 FAX -9 69 Job# l 97- 3004.01 Date: 4 -15 -98 Sheet Description: REGISTRATION DESK MILLWORK ELEVATIONS Revision: 0 0 A A Q 4 0 C :z Z 00 Z w W co z > < 0 m J D � cc D L W r z U Z Architecture / Planning/ Landscape Architecture Sheet A701B BID SET of poF AUG 1 3 19?8 PERWr CENTER .. Slits. 3/ LJ 2 LINE OF WALL BEYOND LINE OF TRANSACTION WALL BEYOND CASH DRAWER 1' -10 3/4" '.. 2' -5 3/4" REGISTRATION DESK SECTION 1 - 1 /2 " = 1' -0" UNE OF WALL BEYOND - - -LINE OF TRANSACTION WALL BEYOND 2' -8" CASH DRAWER DRAWER • 1 1/8" 1' -10 3/4" 2' -8" 2' -5 3/4" MKaminski 4/10/98 NOT AM n - 701c.Awq -3 5/8" / 1 1/2" INE OF WALL BEYOND 11 LINE OF WALL BEYOND REGISTRATION DESK SECTION 1 -1/2 _ A m 3/ 1 -1 /2 - 1 0 3/42- , 2" 1 -1/2" = 1 * -0" LINE OF WALL BEYOND LINE OF TRANSACTION WALL BEYOND 1'- 3 1/8', DRAWER 13 LINE OF VERTICAL DIVIDER 1 ' - 8" LINE OF WALL BEYOND LINE OF TRANSACTION WALL BEYOND 1 -10 3/4" 2'75 3/4" 1' -10 3/4" 2 3/4 3 5/8" 1 1/8 1 1 /2" ALINE OF WALL / BEYOND REGISTRATION DESK SECTION -LINE OF WALL BEYOND REGISTRATION DESK SECTION rn LINE OF WALL BEYOND LINE OF TRANSACTION LINE OF TRANSACTION WALL BEYOND WALL BEYOND 1-1/2" =1' -0" PRINTER TRASH CAN (O.F.0.1.).. LINE OF WALL BEYOND 1 1/8" 2' -8" 1 3/4" 2' -5' 3/4 " REGISTRATION DESK! SECTION -LINE OF TRANSACTION WALL BEYOND 2' -8" 1 1/8" 5/8" 3/471"2•,,. 1 -10 3/4" 2' =5 3/4" 1 -1/2' = 1' -0" 5/8 PAPER 5" 1 1/2" 1 1/8 ME OF WALL BEYOND /1.1/2" w —LINE. OF WALL BEYOND T ' REGISTRATION DESK SECTION LINE OF WALL BEYOND INE O F BEYO WALL 3/ 2 " CASH DRAWER 1'- 1 1/ 13 2' - 8" DRAWER 3 /' 2' -5 3/4" REGISTRATION DESK SECTION ® 1_7 , /x• _ '_n• PLAN VIEW OF ADJUST. MONITOR SHELF 2' -8" 9 1/2" 5 5 / 8 " 1 1/8" i' -3 5/8" 1' 10 3/4" 2' -5 3/4" i 7 ° -3 5/8" 1 -0" 1 1/8 1/2 - 5/8" 0.C. PIN HOLES - 3 COLUMNS WITH 10 HOLES EA. ADJUSTABLE EDGE LIP 3/4" X 1 -1/2" X WIDTH OF MONITOR SHELF � 1 1/8" 1/2" 1-1/2" = 1' - 0" okia of (A0 f LINE OF WALL BEYOND NOCIF REGISTRATION DESK SECTION 0 Q A A A Revision: Sheet A701C BID SET z L W� � cc eel co I— z z Z U Q- O oz 5 co 0 t - Q N z cn ...... ® ., ®!1 NI III .'i\.'■t WAS Architectur Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona' 85018 (602) 840 -205 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -1598 Sheet Description: REGISTRATION DESK MILLWORK SECTIONS of rryo n AU G 1 1998 - S kits' 33 allow ' nmi i ��� ` 1 7 OB m 12 4 Ea m n EM EN 4 I rI DJUS® LIP ABOVE) 19 i� LG4 Cil , Ir I ■ L -I _ f C.P.U. 15 5" n / Q ° j 08 05 - 22 09 ® p; I D m 19 DRAWER NS im -:._ - 11 n fl ° CI 0 NO DRAWER ® "SIM." LOIATION • ® • -r1 • • 09 .4. f I I ,',�. I 38 3/ LJ 2 LINE OF WALL BEYOND LINE OF TRANSACTION WALL BEYOND CASH DRAWER 1' -10 3/4" '.. 2' -5 3/4" REGISTRATION DESK SECTION 1 - 1 /2 " = 1' -0" UNE OF WALL BEYOND - - -LINE OF TRANSACTION WALL BEYOND 2' -8" CASH DRAWER DRAWER • 1 1/8" 1' -10 3/4" 2' -8" 2' -5 3/4" MKaminski 4/10/98 NOT AM n - 701c.Awq -3 5/8" / 1 1/2" INE OF WALL BEYOND 11 LINE OF WALL BEYOND REGISTRATION DESK SECTION 1 -1/2 _ A m 3/ 1 -1 /2 - 1 0 3/42- , 2" 1 -1/2" = 1 * -0" LINE OF WALL BEYOND LINE OF TRANSACTION WALL BEYOND 1'- 3 1/8', DRAWER 13 LINE OF VERTICAL DIVIDER 1 ' - 8" LINE OF WALL BEYOND LINE OF TRANSACTION WALL BEYOND 1 -10 3/4" 2'75 3/4" 1' -10 3/4" 2 3/4 3 5/8" 1 1/8 1 1 /2" ALINE OF WALL / BEYOND REGISTRATION DESK SECTION -LINE OF WALL BEYOND REGISTRATION DESK SECTION rn LINE OF WALL BEYOND LINE OF TRANSACTION LINE OF TRANSACTION WALL BEYOND WALL BEYOND 1-1/2" =1' -0" PRINTER TRASH CAN (O.F.0.1.).. LINE OF WALL BEYOND 1 1/8" 2' -8" 1 3/4" 2' -5' 3/4 " REGISTRATION DESK! SECTION -LINE OF TRANSACTION WALL BEYOND 2' -8" 1 1/8" 5/8" 3/471"2•,,. 1 -10 3/4" 2' =5 3/4" 1 -1/2' = 1' -0" 5/8 PAPER 5" 1 1/2" 1 1/8 ME OF WALL BEYOND /1.1/2" w —LINE. OF WALL BEYOND T ' REGISTRATION DESK SECTION LINE OF WALL BEYOND INE O F BEYO WALL 3/ 2 " CASH DRAWER 1'- 1 1/ 13 2' - 8" DRAWER 3 /' 2' -5 3/4" REGISTRATION DESK SECTION ® 1_7 , /x• _ '_n• PLAN VIEW OF ADJUST. MONITOR SHELF 2' -8" 9 1/2" 5 5 / 8 " 1 1/8" i' -3 5/8" 1' 10 3/4" 2' -5 3/4" i 7 ° -3 5/8" 1 -0" 1 1/8 1/2 - 5/8" 0.C. PIN HOLES - 3 COLUMNS WITH 10 HOLES EA. ADJUSTABLE EDGE LIP 3/4" X 1 -1/2" X WIDTH OF MONITOR SHELF � 1 1/8" 1/2" 1-1/2" = 1' - 0" okia of (A0 f LINE OF WALL BEYOND NOCIF REGISTRATION DESK SECTION 0 Q A A A Revision: Sheet A701C BID SET z L W� � cc eel co I— z z Z U Q- O oz 5 co 0 t - Q N z cn ...... ® ., ®!1 NI III .'i\.'■t WAS Architectur Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona' 85018 (602) 840 -205 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -1598 Sheet Description: REGISTRATION DESK MILLWORK SECTIONS of rryo n AU G 1 1998 - S kits' allow Jm nmi i ��� ` 1 7 OB .. , MONITOR �/. 1 1 a 11--^— // / 5 1 .• - - � Ea m n EM EN ' III DJUS® LIP ABOVE) 19 i� LG4 Cil , Ir I ■ L -I _ f C.P.U. 15 :s n 08 05 27 7 22 09 - a dl' ` ',� i 3/ LJ 2 LINE OF WALL BEYOND LINE OF TRANSACTION WALL BEYOND CASH DRAWER 1' -10 3/4" '.. 2' -5 3/4" REGISTRATION DESK SECTION 1 - 1 /2 " = 1' -0" UNE OF WALL BEYOND - - -LINE OF TRANSACTION WALL BEYOND 2' -8" CASH DRAWER DRAWER • 1 1/8" 1' -10 3/4" 2' -8" 2' -5 3/4" MKaminski 4/10/98 NOT AM n - 701c.Awq -3 5/8" / 1 1/2" INE OF WALL BEYOND 11 LINE OF WALL BEYOND REGISTRATION DESK SECTION 1 -1/2 _ A m 3/ 1 -1 /2 - 1 0 3/42- , 2" 1 -1/2" = 1 * -0" LINE OF WALL BEYOND LINE OF TRANSACTION WALL BEYOND 1'- 3 1/8', DRAWER 13 LINE OF VERTICAL DIVIDER 1 ' - 8" LINE OF WALL BEYOND LINE OF TRANSACTION WALL BEYOND 1 -10 3/4" 2'75 3/4" 1' -10 3/4" 2 3/4 3 5/8" 1 1/8 1 1 /2" ALINE OF WALL / BEYOND REGISTRATION DESK SECTION -LINE OF WALL BEYOND REGISTRATION DESK SECTION rn LINE OF WALL BEYOND LINE OF TRANSACTION LINE OF TRANSACTION WALL BEYOND WALL BEYOND 1-1/2" =1' -0" PRINTER TRASH CAN (O.F.0.1.).. LINE OF WALL BEYOND 1 1/8" 2' -8" 1 3/4" 2' -5' 3/4 " REGISTRATION DESK! SECTION -LINE OF TRANSACTION WALL BEYOND 2' -8" 1 1/8" 5/8" 3/471"2•,,. 1 -10 3/4" 2' =5 3/4" 1 -1/2' = 1' -0" 5/8 PAPER 5" 1 1/2" 1 1/8 ME OF WALL BEYOND /1.1/2" w —LINE. OF WALL BEYOND T ' REGISTRATION DESK SECTION LINE OF WALL BEYOND INE O F BEYO WALL 3/ 2 " CASH DRAWER 1'- 1 1/ 13 2' - 8" DRAWER 3 /' 2' -5 3/4" REGISTRATION DESK SECTION ® 1_7 , /x• _ '_n• PLAN VIEW OF ADJUST. MONITOR SHELF 2' -8" 9 1/2" 5 5 / 8 " 1 1/8" i' -3 5/8" 1' 10 3/4" 2' -5 3/4" i 7 ° -3 5/8" 1 -0" 1 1/8 1/2 - 5/8" 0.C. PIN HOLES - 3 COLUMNS WITH 10 HOLES EA. ADJUSTABLE EDGE LIP 3/4" X 1 -1/2" X WIDTH OF MONITOR SHELF � 1 1/8" 1/2" 1-1/2" = 1' - 0" okia of (A0 f LINE OF WALL BEYOND NOCIF REGISTRATION DESK SECTION 0 Q A A A Revision: Sheet A701C BID SET z L W� � cc eel co I— z z Z U Q- O oz 5 co 0 t - Q N z cn ...... ® ., ®!1 NI III .'i\.'■t WAS Architectur Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona' 85018 (602) 840 -205 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -1598 Sheet Description: REGISTRATION DESK MILLWORK SECTIONS of rryo n AU G 1 1998 - S kits' MKom ioski MLDG. '8' l e STAIN .STN -1 f CT -2 TOP A. RUN GRAIN VERTICALLY MLDG. 'A' STAIN STN -1 ALIGN— RUN GRAIN VERTICALLY PL -1B, DIAMOND MATCH. VENEER PATTERN 3' 0" - COUNTER 3' -6" COUNTER COUNTER TOP, CT -2 33 - RECESS FOR CRT NOTE: ALL DIMENSIONS ARE TO F.O. GPDW, U.N.O. 4/10/99 8:04 AM 0 a 701d. dwg CT -2 TOP. COUNTER TOP, ,,, ,V V- CT -2 COUNTER TOP PL -2 • ' -" C COUNTER TOP, CT-2 07 EDGE OF,RECECLED MILLWORK BELOW 3' -0" COUNTER PL 1A \ VENEER DIRECTION TO RUN VERTICALLY PLAN DETAIL AT TRANSACTION COUNTER NOTE: SEE SHEET A701E FOR ELEVATION/ DETAIL NOTES THAT COORDINATE WITH CODE NUMBERS SHOWN HERE. BUTT JOINTS AT CERAMIC TILE COUNTER TOPS. WITH CLEAR CAULK (1/16" JOINT) AT CERAMIC TILE TO WOOD TRIM JOINT. IN = STUD YPE "k "- PARACUBE °RIDDED ER :CTED :0- 5 /PT -8) VG ON T -1) TEXTURE) FRONT VIEW — REGISTRATION DESK EDGE DETAIL 8" RECESSED INCANDESCENT LIGHT FIXTURE. FIXTURE TYPE: T GpDw CEILING REFER TO REFLECTED CEILING PLAN (CD- 5 /PT -8) CROWN MOULDING SEE DETAIL 3/A701E WF -1 5/8" GpDw ON 2 1/2 METALS. STUD FRAMING M 16" O.C. (CG- 5 /PT -B) '. FALSE COLUMN (FURR OUT) BEYOND (WF -1) SOFFIT DETAIL AT REGISTRATION' DESK 0 ... 1-1/2^ 8 1/2" L` 8 1/2" SOFFIT DETAIL AT ACCESSIBLE COUNTER 5/8" GpDw ON MTL. STUD FRAMING (WF -1) 1,1 1 1/4" ' 5 1 /4".' / 1 1 /8" r COUNTER COUNTER 5/8" GpDw ON 2 1/2" (WF -1) 5/8" FIRE RESISTIVE GYPSUM BOARD , STEEL COLUMN RE: STRUCTURAL DRAWINGS OUN TER COUNTER TRANSACTION WALL CLAD WITH PL-1A 3' -7 3 /4 "'.,A.F.F.... WF -1 RECESSED INCANDESCENT LIGHT FIXTURE. FIXTURE TYPE: T 1.Z 4: 3' ^ 'co — PLASTIC LAMINATE SPLASH BLOCK BELOW (PL -2) TEXTURED CEILING (05- 5 /PT -8) WF 1 F.O. WALL BEYOND :.( 0W5 /P COUNTER TOP 7 DETAIL AT PARTITION WALL 1 1/8" N MLDG. B'. (STN -1). 1 *1 07 CT -2 3/8" MASTIC 3/8" MAST CT 3/4" PLYWOOD -- UNDERCOUNTER STRIP LIGHT FIXTURE TRACK = JUNO #TL6 -WH TRACK 12 BY TRACKMASTER #TL101 LAMP #TL901 CONFIRM WITH OWNER EDGE DETAIL WF -1 ON 5/8: GYP. COUNTER TOP CT -2 3/4" PLYWOOD PL -2 ON INTERIOR SURFACES EDGE DETAIL LINE OF COLUMN BEYOND 1 1/8" MLDG. 'B'. STAIN STN -1 PL-IA TRANSACTION WALL CLAD WITH PL -1A 3' -7 3/4" A.F.F. WF 2 ON 5/8: GYP. PARTITION DETAIL AT ACCESSIBLE COUNTER DETAIL AT ACCESSIBLE COUNTER YvAcc t (.4 GARY B TOGO STATE OF WASHINGTON C Z Z 0 a Z W Z a Z Z >a 5a 3 z a J D cc L W r Z W BID SET .BIINU 11111 III :Ili 1111 • M'%I i►'I! Architecture /' Planning/ Landscape Architecture 4148'. 48th Street Phoenix, Arizona 85018 (602) 640 -2795 FAX (602) 840.9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description' REGISTRATION DESK MILLWORK DETAILS Revision: A A A n A Sheet A701D of REC FrEonvim AUG ? 098 Shts. • REGISTRATION IO N 0 PORCELAIN CERAMIC TILE COUNTERTOP, CT -2. I 02 ', WOOD MOULDING TYPE STAIN STNS 1. ALL 90' CORNERS TO BE EASED AT OUTSIDE EDGE. SEAL WITH CLEAR POLYURETHANE SEALANT. D3 PLASTIC LAMINATE FACADE PL -1A AT FACE OF CABINET AND BEHIND APPLIED PANELS ' RUN GRAIN VERTICALLY TO MATCH VENEER ABOVE TRIM. USE SINGLE.SHEETS FOR FACADE! PLANES' OF LESS. THAN I4-0 ' .WIDE. MATCH VENEER PATTERN IN FACADES ABOVE AND BELOW PURSE SHELF. 04 APPLIED FACADE PANELS.', 3/4 SUBSTRATE WITH DIAMOND- PATTERNED VENEER, PL -1B VENEER LAMINATE TO BE MATCHED VENEERS ON FRONT AND EXPOSED EDGES. INSCRIBE A 3/32" DEEP X 3/32 WIDE JOINT, FILL WITH PT -1. 0 PORCELAIN CERAMIC TILE BASE, B -9, SEE SECTION DETAIL FOR HEIGHT COORDINATION AT REGISTRATION DESK. !. a 4' PORCELAIN CERAMIC TILE BASE, B -9 O 07 LOGONSIGOWNEREL (OONFIRM MOUNTED ON HEIGHT FURR -OUT a CROWN MOULDING. PT -1 --SEE DETAIL 3/A701E PORCELAIN CERAMIC TILE COUNTERTOP, CT -2 02 PLASTIC LAMINATE FACADE. SEE ELEVATIONS. W OOD M OULDING TYPE 'A': STAIN STN -1 E A LL 95 CORNERS.. TO BE EASED AT OUTSIDE EDGE. SEAL WITH CLEAR POLYURETHANE SEALANT. 04 FACE OF "OUTSET." , FRONT' 05 FACE OF APPLIED PANELS. PL -1B 06 PLASTIC LAMINATE CABINETRY. PL -2: EXPOSED MILLWORK CABINET SURFACES ON EMPLOYEE SIDE. 07, WOOD MOULDING TYPE 'B'. STAIN STN -1. ALL 90? CORNERS TO BE EASED AT OUTSIDE EDGE. SEAL ,WITH CLEAR POLYURETHANE SEALANT. OS', OPEN ELECTRICAL RACEWAY El 3" X 8" OPENING FOR ACCESS TO WIREWAY. 8" X 8" OPENING FOR RECESSED OUTLET LOCATIONS 10 ADJUSTABLE SHELF WITH LIP AT BACK EDGE. 11 OPEN COMMUNICATIONS WIREWAY 12 PLUGMOLD WITH OUTLETS UNDERCOUNTER LIGHT FIXTURE, TRACK BY JUNO: #TL6 -WH, 13 TRAC12 BY TRACKMASTER LAMP HOLDER = #TL101, LAMPS = #TL901 CONNECTORS = #TL38 14 HARMONICA AND DATA PORTS INSTALLED BELOW PRINTER. 15 INTERIOR PANELS (MELAMINE COMPONENT PANELS) PL -3, ALL INTERIOR PANELS AND DRAWER INTERIORS TO BE M.C.P. 16 ISOLATED GROUND DEDICATED CIRCUIT OUTLET 17 RECESSED PU COLOR: BLACK. SUBMIT SAMPLES TO OWNER. 18 WIRE MANAGEMENT TROUGH 19 1 1/2" DEEP X CONTINUOUS TROUGH 20 SHADED AREAS DENOTE REMOVABLE PLAM UNIT FOR OWNER FURNISHED MONITOR. UNIT TO BE REMOVABLE FOR INSTALLATION OF MONITOR AND ACCESS TO DATA CABLE CONNECTIONS. 21 ADJUSTABLE MONITOR SHELF W/ ADJUSTABLE EDGE LIP. 22 PERFORATED METAL SCREEN. McNICHOLS, STAINLESS' STEEL, 18 HOLES P.S.I. 50% 0 /A, 3/16' SIAM. AT 1/4" STAGGERED CENTERS. 23 CASH DRAWER - OWNER FURNISHED. M =S CASH DRAWER CORPORATION, MODEL #HP -122. (18.8 "W X 15.2 "L X 4.25 "H, CONTRACTOR TO INSTALL AND ATTACH TO MILLWORK PRIOR TO FINAL FABRICATION. 24 1/4" CLEAR ACRYLIC DIVIDERS WITH EXPOSED EDGES POLISHED ! 25 RECESSED PLASTIC LAMINATE PANEL FOR TELEPHONE, VERIFY MTG.'.' HT. FOR HANDSET CLEARANCE. 26 ❑ OPENING FOR FOLIO: 1' -3 1/2" D X 7 1/2" W 27 SLIDE -OUT SHELF WITH LIP AT BACK EDGE. ACCURIDE PULL -OUT SHELF RUNNER, MODEL # 322. 28 RECESSED PAPER STORAGE BEHIND PRINTER 29 ADJUSTABLE SHELF WITH PLASTIC LAMINATEFINISH (PL -2) 30 REFER TO FINISH SCHEDULE FOR WALL FINISH MATERIAL. 31 3/4" PLYWOOD 33 WOOD MOULDING TYPE '8'. MODIFY AS REQUIRED FOR EQUIPMENT CLEARANCES AT BACK EDGES. TYP. WHERE CT-2 SEAL WITH U CLEAR POLYURETHANE SEALANT. 34 PLASTIC LAMINATE CLAD PLYWOOD DIVIDERS (PL -2) 35 4" PLASTIC LAMINATE CLAD BACKSPLASH, PL -2. 36 TELEPHONE OUTLET 37 WOOD BASE MOULDING, PT -1 -SEE DETAIL 5 /A701E 3 PORCELAIN CERAMIC TILE BASE, B -9 39 SWITCH FOR ..UNDER- ,COUNTER LIGHTING 40 OUTLET 41 B -7'. PAINTED BASE 42 DATA PORT OUTLET - SEE ELECT. DWGS. FINISH I DESCRIPTION I LOCATION PL -1A PLASTIC LAMINATE REGISTRATION FORMICA DESK FACADE AND #4412 SHELL BUFFET FACADE PL -1B ', PLASTIC LAMINATE REGISTRATION FORMICA DESK; APPLIED ACCENT #4417 SAGE 1 1 FACADE PANELS PL -2 PLASTIC, LAMINATE REGISTRATION ' ' FORMICA #305 DESK: EXPOSED BAYOU OXIDE SURFACES OF' INTERIOR, EMPLOYEE j SIDE COUNTERS AND 1 EMPLOYEE. SIDE FACADE MILLWORK CABINETRY PL -3 PLASTIC LAMINATE (MCP) REGISTRATION NEVAMAR' #S -2 -63T DESK: : MELAMINE COMPONENT NON- EXPOSED PANEL SURFACES OF COLOR: NATURAL. BEIGE INTERIOR MILLWORK CABINETRY PT -1 SHERVAN WILLIAMS PAINT CROWN, BASE, DOORS, LUMINOUS WHITE AND TRW SW 1900 SEMI -GLOSS PT -1 SHERWIN WILLIAMS PAINT PAINT FILLED INSCRIBED JOINTS AT DECORATIVE PANELS CT -1 PORCELAIN CERAMIC TILE BUFFET BACK WALL P COLOR: PEACH (16x16 NOM.) C.F. /C.I. CT -2 PORCELAIN CERAMIC TILE TRANSACTION POLISHED FIANDRE -. GREEN COUNTER TOPS (16x16 NOM.) C.F. /C:I. B -3 WOOD BASE PTD. - PT -1. WALLS AS SHOWN B -9 PORCELAIN CERAMIC TILE REGISTRATION' ',BASE DESK (EXCEPT BA NOM. X 4 "H) ACCESSIBLE COUNTER) 'COLOR TO MATCH CT -1 C.F./CJ. & BUFFET TOE KICK B -7 SHERWIN WILLIAMS FLAT #SW1007: BLACK TIE OR EQUAL ' REG, DK WORK SIDE NOTE: ALL FINISHES TO BE VERIFIED BY LA OUINTA INNS, INC. PRIOR' TO ANY FABRICATION. ' NOTE; FOR FIANDRE TILE CONTACT: CYNTHIA GARZA -LOPEZ ®I 210 -822 -3617 OR SYLVIA ® TRANSCERAMICA''0 630 - 285 -1110. OR FAX: 630- 285 -1109 REGISTRATION EQUIPMENT LEGEND 0 PORCELAIN CERAMIC TILE COUNTERTOP, CT -2. I 02 ', WOOD MOULDING TYPE STAIN STNS 1. ALL 90' CORNERS TO BE EASED AT OUTSIDE EDGE. SEAL WITH CLEAR POLYURETHANE SEALANT. D3 PLASTIC LAMINATE FACADE PL -1A AT FACE OF CABINET AND BEHIND APPLIED PANELS ' RUN GRAIN VERTICALLY TO MATCH VENEER ABOVE TRIM. USE SINGLE.SHEETS FOR FACADE! PLANES' OF LESS. THAN I4-0 ' .WIDE. MATCH VENEER PATTERN IN FACADES ABOVE AND BELOW PURSE SHELF. 04 APPLIED FACADE PANELS.', 3/4 SUBSTRATE WITH DIAMOND- PATTERNED VENEER, PL -1B VENEER LAMINATE TO BE MATCHED VENEERS ON FRONT AND EXPOSED EDGES. INSCRIBE A 3/32" DEEP X 3/32 WIDE JOINT, FILL WITH PT -1. 0 PORCELAIN CERAMIC TILE BASE, B -9, SEE SECTION DETAIL FOR HEIGHT COORDINATION AT REGISTRATION DESK. !. a 4' PORCELAIN CERAMIC TILE BASE, B -9 O 07 LOGONSIGOWNEREL (OONFIRM MOUNTED ON HEIGHT FURR -OUT a CROWN MOULDING. PT -1 --SEE DETAIL 3/A701E ® TESA UNIT 02 "ZON" UNIT 03 CREDIT CARD IMPRINTER RESERVATIONS 04 !TELEPHONE - CABINET MOUNTED 05 UNDERCOUNTER OPEN STORAGE. W/ CLEAR ACRYLIC DIVIDERS EQUALLY SPACED, EXCEPT AS SHOWN. UNIT TO SLIDE OUT TO PROVIDE ACCESS TO COMPUTER MONITOR. 8 C.R.T. - RECESSED IN COUNTERTOP WITH KEYBOARD 07 DRAWERS (MISC. STORAGE) OB TELEPHONE CONSOLE NIS M - C ASH RWER O : CORPOR ER- MODEL #- ( 18.B HED; "W S X ID ,2'L DA Go CASH AW OWNERal R X 4 , 2 5 "H,, M1LLWORK CONTRACTOR 00 INSTALL AND ATTACH TO MILLWORK PRIOR. TO FINAL FABRICATION.. 10 FOLIO BUCKETS (2) - ! RECESSED IN COUNTER TOP 11 COMPUTER PRINTER - RECESSED IN COUNTERTOP WITH FRONT ACCESS 12... 13 t4 15 16 t7 18 19 PO . "TACC -II" UNIT SAFE DEPOSIT BOXES CABINET WITH ADJUSTABLE SHELF AND FIXED SLOTS, CABINET WITH ADJUSTABLE SHELF OATH LIP AT BACK EDGE. COMPUTER CABINET WITH SLIDE -OUT SHELF. DOORS TO HAVE PERFORATED METAL SCREEN FOR VENTILATION. McNICHOLS, STAINLESS STEEL, 18 HOLES P.S:I. 50% 0 /A, 3/16" DIAM. AT 1/4" STAGGERED CENTERS.: CABINET WITH SLOTS AS SHOWN OPEN CABINET FOR TRASH STORAGE. SLIDE OUT SHELF FOR POSTING TRAY. 19" X 17" WIDE, FACE TO BE FLUSH WITH DRAWER FACE BELOW. SLIDE UT E SHL .(1)( R TELEPHONE MESSAGES FACE O TO BE FL US WITH DRAWE FACE BELOW. 1 ' NOTE: EQUIPMENT CUTOUT DIMENSIONS TO BE VERIFIED IN SHOP DRAWING REVIEW. ELEVATION NOTES 0 PORCELAIN CERAMIC TILE COUNTERTOP, CT -2. I 02 ', WOOD MOULDING TYPE STAIN STNS 1. ALL 90' CORNERS TO BE EASED AT OUTSIDE EDGE. SEAL WITH CLEAR POLYURETHANE SEALANT. D3 PLASTIC LAMINATE FACADE PL -1A AT FACE OF CABINET AND BEHIND APPLIED PANELS ' RUN GRAIN VERTICALLY TO MATCH VENEER ABOVE TRIM. USE SINGLE.SHEETS FOR FACADE! PLANES' OF LESS. THAN I4-0 ' .WIDE. MATCH VENEER PATTERN IN FACADES ABOVE AND BELOW PURSE SHELF. 04 APPLIED FACADE PANELS.', 3/4 SUBSTRATE WITH DIAMOND- PATTERNED VENEER, PL -1B VENEER LAMINATE TO BE MATCHED VENEERS ON FRONT AND EXPOSED EDGES. INSCRIBE A 3/32" DEEP X 3/32 WIDE JOINT, FILL WITH PT -1. 0 PORCELAIN CERAMIC TILE BASE, B -9, SEE SECTION DETAIL FOR HEIGHT COORDINATION AT REGISTRATION DESK. !. a 4' PORCELAIN CERAMIC TILE BASE, B -9 O 07 LOGONSIGOWNEREL (OONFIRM MOUNTED ON HEIGHT FURR -OUT a CROWN MOULDING. PT -1 --SEE DETAIL 3/A701E 09 WOOD MOULDING TYPE V. STAIN STN -1. ALL 90' CORNERS TO BE EASED AT OUTSIDE EDGE. SEAL WITH CLEAR POLYURETHANE SEALER. 1 1 10 LOGO SIGN PANEL - OF /CI - OWNER TO CONFIRM MOUNTING HEIGHT 11 WALLCOVERING- SEE FINISH SCHEDULE. SEE ELEVATION', 6 /A701A 12 CURVED SOFFIT 13 RECESSED INCANDESCENT LIGHT FIXTURES.. FIXTURE TYPE: 14 HALF -ROUND MOULDINGS, PT -1 0 GLOSS WHITE PAINT, PT -1 '.. i6 WOOD BASE MOULDING, PT-1-SEE DETAIL 5/A701E 17 REFER TO FINISH SCHEDULE FOR WALL OR COLUMN FINISH MATERIAL Q9 PLASTIC LAMINATE COUNTERTOP. PL -2 19 TRANSACTION WALL CLAD WITH PL -1A 3/4" PLYWOOD PL -2 PLUGMOLD STRIP 3/4" PLYWOOD PL -2 o EDGE DETAIL 3 " =1' - D" 3/4" PLYWOOD CLAD WITH PL -2 ON ALL INTERIOR SURFACES 3/8 " ,MASTIC EDGE DETAIL MKnmins14 4/`0/98 9.44 AM 3/4" PLYWOOD CLAD PL -1 3/4' PLYWOOD CLAD WITH PL -1A APPLIED PANEL, PL -1B ON ALL EXPOSED SIDES 3/4" BLOCKING A 701F.riwg 1/4" T -2 3/8" MASTIC MLDG. 'A'. STAIN STN- 3/4; LINE OF FRONT FACADE PL -1A INE OF 'OUTSET' FACADE BEYOND, PL -) A 1 /4 CERAMIC TILE TOP CT -2 WOOD TRIM, MLDG. 'A', STAIN STN - 1 LINE OF 'OUTSET' FACADE PL -1 LINE OF APPLIED PANEL PL -1B -3/8" MASTIC 3/4" PLYWOOD PL -2 ON INTERIOR SURFACES EDGE DETAIL LINE OF COLUMN BEYOND (WF WOOD TRIM MLDG. B', STAIN STN -1 PL -1 GRAIN OF VENEER TO RUN VERTICALLY SOFFIT DETAIL CROWN MOLDING WITH PROFILE SHOWN, PT -1 BOISE MOULDING & LUMBER CO. #1051 1 1/8" EDGE DETAIL MOULDING MODIFIED AN MOULDING TO MATCH'.. OWNER'S SAMPLE SIMILAR TO AWI -12631 WOOD TRIM MLDG. 'B' STAIN STN -1 CERAMIC TILE TOP CT -2 3/8 MASTIC 3/4" PLYWOOD MLDG: 'B' (STN -1). MODIFY TRIM AS NECESSARY TO CLEAR CRT UNIT WOOD BASE MOULDING - PT -1 WITH PROFILE SHOWN - ONE PIECE BY BMCO PLANING MILL - DALLAS, TEXAS (214- 637 -5045) ONE PIECE BASE SIMILAR TO TWO PIECE BASE MFR'D. BY BOISE MOULDING & LUMBER COMPANY. BASE CAP: #1679 BASE: #1551 O AIL 3•=1' -0" rq,oito Q cc z ( Q Z 0 O W co 'J ', CC Z 1111110101111111111 ■N PI III 4:1111:11i 1u s ai A P Landscap tur Architecture 4148 North 48th Street Phoenix, Arizona 85010 FAX (602) -9469 Job# 97- 3004,01 Date: 4 -15-98 Sheet Description: REGISTRATION DESK MILL.- W DETAILS/ SECTIONS Revision: Sheet of A 170 1E Lucis1998 LA pLe � Sh'S' JSanchez 3/18/1998 9125 A-701f.dwq PLAM CLAD PLYWO. "An4 TO MATCI ADJ. COUNTER) COVER PLATE W/ EASED EDGES TO BE PAINTED BLACK taTf.:. ALLOW 1/8' TOLERANCE FOR F1111N0 OVER TOP OF CUBBY HOLE COVER PLATE BASE FOR ALARM CONTROLS LATE MODEL RP-26 I' DIA. FOR WIRING 1 1/2" PIMA OVERLAP - PT BACKSIDE BLACK, (EASE CORNERS) PLAN VIEW/COVER PLATE 3/4 9 5/8" 9 5/8" 9 1/8" " DIA. FOR MRING 9 1/4" SECTION DETAIL BASE FOR AIPHONE INTERCOM MODEL SUPPORT LEG 1' DIAMETER OPENING/ FINGER PULL 8/ EASED EDGES & PAINTED BLACK 1"=1 PIANO HINGE AIPHONE INTERCOM MODEL LE -1 WOOD PLANTATION SHUTTERS PAINTED PT-1 PARTIAL PLAN HINGE TO BASE SUPPORT LEGS- MITER PLYWOOD 1/4' (ALL SIDES) KR 1/4" COVER PLATE VELCRO ATTACHMENT MOUNTED TO BASE AND INTERCOM ALARM CONTROLS PLATE MODEL RP-26 3".1'-0" SECTION DETAIL CABINET DOOR FOR HINGE TO BASE (1" WOOD SUPPORT) '04 WOOD PLANTATION SHUTTERS PAINTED PT-1 PARTIAL PLAN 1"=1*-0" 3 1/4' Pr 5 3/4" 324: L -- -- HINGE EDGE TO 1* WOOD SUPPORT EDGE OF WELL FOR HINGE TO BASE (I" WOOD SUPPORT) 9 1/4" 2 3/4" \—EDGE OF INTERCOM WELL HINGE EDGE TO BASE SUPPORT LEGS rAV t) up ( HINGE EDGE FOR SUPPORT LEGS a VA R VELCRO ATTACHMENT MOUNTED ON BASE rDIA. FOR WRING BASE DETAIL—PLAN VIEW r REM ARCHItECI \ °Any o moo I BID SET Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840-2795 FAX (602) 840-9469 Job// 97-3004.01 Date: 4-15-98 Sheet Description: REGISTRATION DESK MILLWORK DETAILS Revision: A A A A Sheet A701F c4g t v irWitA AUG f 3 1998 per vivrceivren Shts. SEE SHEET DETAIL 9B/A402 FOR 17-0 DECOR. COLUMN (PT -1) RECESS FOR COFFEE MUGS. BEYOND PROVIDE BLACK "SEALABLE" GROMMETS 0 COUNTERTOP (TYP. OF 2) UTILITY SYMBOLS LEGEND 11 DUPLEX OUTLET 120/240 V OUTLET ® FLOOR DRAIN liw 3/4" WATER LINE 61 CABLE OUTLET QUAD OUTLET NOT USED WF- 5 /PT -3 OPEN WITH ADJUST SHELVING COFFEE MAKER (OF0 2 -9 "H, FILLED WEIGHT: ±300 LBS. DOUBLE LAYER SOLID PLYWOOD BACKER IN AREA OF COFFEE MAKER RECESSED CATCH DRAIN RE- PLUMBING WATER SUPPLY LINE WITH SHUT -OFF VALVE. G.C. TO PROVIDE AND VERIFY SIZE, LOCATION AND MAKE CONNECTION. MKnminski 4/10/98 9-41 AM 18' -7 GAFF A.F .F. CG -7 ACOUSTICAL PANEL CEILINGS 0 -O" 4' 14 .F.F. A.F.F. 7 WF -1 BEYOND 0' -O" A.F.F.. 7 , 4 ,. ± B -9 TILE BASE FIELD VERIFY 2' -4" 4i' / A702A dwq CG-5/ SOFFIT OPE CROWN (PT -1)J EQ. CG -5 /PT 8 SOFFIT 4 02 EQ. Pi "I! ( 11 ' WF -1 1/2 ROUND (PT -1) DUP A I BREAKFAST BUFFET ELEV. @ SIDE COUNTER O . 3/8 "=1' -0" -- OPEN CABINETS PL -3 ® ALL EXPOSED. SURF. TYP. *GC TO COORDINATE LOCATION OF COLD WATER LINE W/ SHUT OFF w VALVE, W/ MILLWORK FABRICATOR .1 COORDINATE LOCATION OF FINISHED OPENING FOR JUICE LINES. JUICE MACHINE (O.F.0.1.) 24 "W X 29 "H CLEAR OPENING. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET A PLUMBING LINE LOCATIONS W/ EQUIPMENT. 7 >oze 15 i/2" F.O.G. TO F.O.G. REFRIG. UNIT _EX ¶ I ► •PEN ADJUSTABLE SHELVING, PL -3 WF -1 T ' -0 FIELD VERIFY 26" A.F.F - // 0 SYMMETRIC "' \\ ' V Vo COFFEE A._„ SPIGOTS, CLEANLY THRU FINISHE CERAMIC TILE FOR EQUIP. INSTALLATION. VERIFY W/ ACTUAL COFFEE MACHINE PRIOR TO DRILLING HOLES FOR SPIGOT RECESS FOR COFFEE MUGS SEE 14/A702B JUICE MACHINE DISPENSER HEAD (O.F.0.1). HEAD INCLUDES DRIP TRAY (PIPE TO DRAIN RE: PLUMBING) 0 - 6" DIA. FINISHED j OPENING FOR TRASH (2) CUP DISPENSERS OF /CI. TRASH BIN BREAKFAST STORAGE ELEVATION ® 3/8„ =1' -0" .. CG -6 REFRIGERATOR UNIT (O.F.O.I.) VERIFY W/ COFFEE MACHINE LEG SPACING FIELD VERIFY LOCATION OF COFFEE MAKER - SEE ELEV .3/A702A BREAKFAST STORAGE ELEVATION NOTE: PL -3 ON ALL EXPOSED SURFACES BREAKFAST STORAGE 3/8" =1' -0" ±13' -0" FIELD VERIFY H AND WASH ING SINK J 26" A.F.F T 0 " T / — � PANTRY OPEN CABINETS W/ ADJ. SHELVES PL-3 0 1/2" F.O.G. TO F.O.G. FIELD VERIFY 41/2' 26" A.F.F 26" A.F NOTE: AL OUTLET HEIGHTS ARE TO ENTER LINE OF BACKP TE ELECT. PLAN COFFEE MACHINE (O.F. /0.1.) GENERAL CONTRACTOR TO PROVIDE 120/240V ELECTRIC SERVICE AND WATER SERVICE VERIFY LOCATIONS AND MAKE CONNECTIONS. DRILLED HOLES FOR COFFEE LINES (3) 4" BACKSPLASH (PL -3) RECESSED CATCH DRAIN 11/2" THICK LAMINATE FINISHED PLYWOOD DIVIDERS - ALIGN WITH COFFEE MAKER LEGS TO SUPPORT WEIGHT OF 300± LB COFFEE URN CLEA VERIFY DIMENSION W/ OWNER CG -6 2- COMPARTMENT W/ 2 DRAIN BOARDS SINK (C.F.C.I. 5 BREAKFAST STORAGE ELEVATION 0 3/8 " =1' -0" 6" DIA. OPENING FOR TRASH DROP. DOUG MOCKETT BLACK PLASTIC #TM - 1 TRASH MANAGER. COORDINATE'. LOCATION W/ TRASH CONTAINER. BELOW.' LINE OF BULKHEAD ABOVE 2 FALSE CABINET DOORS 6" DIA. OPENING FOR TRASH DROP. DOUG MOCKETT BLACK PLASTIC #TM 1 TRASH MANAGER, COORDINATE LOCATION 1 W/ TRASH CONTAINER BELOW. COFFEE MACHINE (O.F /0.1) FILLED WEIGHT: ; 300 LBS. HOLE FOR ELECTRICAL CORL) - RECESSED BLACK POWDER COATED CATCH DRAINS, BY C.A. MARTIN ASSOCIATES, MILLWORK CONTRACTOR TO COORDINATE LOCATION OF SPIGOTS (OF /01 COFFEE MACHINE) CENTER CATCH DRAIN BENEATH SPIGOTS. (2) RECESSED CUP DISPENSERS - OWNER FURNISHED /MILLWORK CONTRATOR: TO INSTALL MOUNT DISPENSER HEAD 1W' FROM BACK WALL. G.G. TO COORDINATE CUT -OUT FOR MOUNTING OF "COBRA HEAD" JUICE DISPENSER. PULL OUT JUICE EQUIP. BELOW COUNTER (O.F. /0.1.) GENERAL CONTRACTOR TO PROVIDE: FINISHED HOLE THRU WALL COORDINATE SIZE AND LOCATiON FOR A 4" PVC SLEEVE AT 12" A.F.F. 1/2 RD., BEYOND, PAINTED PT 1 W/ PT 5 ABOVE (NO KDF, SMOOTH FINISH) NO 1/2 RD. ON. FASCIA AT BALCONY. WF -i ONLY WF -1 BEHIND COLUMN WALL FINISH AT SIDE WALLS TO BE VINYL WALLCOVERING. WF -1 FURR- OUTFOR COFFE MUG RECESS SEE 14/A702A TEE DTL. 9A/A303 8' -O "H COL. PLEXIGLASS STANDS - O.F. UNDERCOUNTER COMMERCIAL DISHWASHER ±13' -6" FIELD VERIFY SEE SHEET A303 FOR - -- DECORATIVE COLUMN DETAILS DTL. 9 FOR 7' -0" H COL. PREFINISHED RAIL. RECESSED INCANDESCENT DOWNLIGHTS (2), FIXTURE F -1 SWITCHED W/ LOBBY LIGHTING PROVIDE BLACK "SEALABLE" GROMMETS ® COUNTERTOP (TYP. OF 2) CABINET FACADE, PL -1A BUTT -JOINT BETWEEN EA. DOOR BREAKFAST STORAGE PLAN A -I g■-- 7' E0, 1/2 FILLER EG TO WF -1 I S +FF� I ii JI/II III% 111 L.j mom" Mina o' -o" FLOOR CG- S /PT -8' SOFFIT (SMOOTH) WF 10 ON SIDE WALLS TYP. 0 COLUMN PROJECTIONS I I PL-6 / LEDGE PT -1 •NGL 14" 14'' O BREAKFAST BUFFET ELEVATION 3/8 " =1' -0" ANEL WF -1 FASCIA ±13 -6" FIELD VERIFY ±16' -8" FIELD VERIFY PAINTED COLUMN BEHIND (TYP.) WF -10 LOBBY 18' -8" CLG. BE CG -7 ACOUSTICAL PANELS 8 ,,,, A.F.F. PAINTED WOOD CROWN MOULDING (PT -1) 2h FALSE CABINET DOORS 1 -7 yvfi-ould 2 COMPARTMENT SINK W/ 2 DRAIN BOARDS (C.F./C.I.) HANDSINK- VERIFY W/ LOCAL CODES 1 D 0" A.F.F. 8 0 A.F.F 10 5/8 "0,, A.F.F. WF 1 OPEN FOR COFF. MUGS PL -2 COUNTER PL -10 SIDE PANEL PLEXIGLASS STANDS 1/ BY OWNER FURR -OUT FOR COFFEE MUGS NOTE: CATCH BASINS BY OWNER NOTE: GENERAL CONTRACTOR TO COORDINATE GROMMET LOCATION WITH ELECTRICAL - OFFSET 6" MIN. 5/8" GpDw ON 7/8" METAL FURRING CHANNELS 0 16" O.G. ® ALL PUBLIC CMU LOCATIONS IN LOBBY, U.N.O. SOAP DISPENSER PAPER TOWEL DISPENSER NOTE: SEE 6/A702B FOR WF -10 PANEL SIZES AT BACK OF SIDE WALLS SEE SHEET A303 FOR DECORATIVE COLUMN DTL. 98 FOR 17' -0" HIGH COLUMN PL -6 LEDGE TV OPENING - 28 "Wx 23 14"H CLEAR. G.C. TO. CONFIRM W/ OWNER PRIOR TO FRAMING OPENING & PROVIDE ELECTRICAL OUTLET AND CABLE SERVICE SYMMETRICAL COFFEE AND WATER SPIGOTS, CLEANLY DRILL THRU FINISHED CERAMIC TILE FOR EQUIP. INSTALL. VERIFY W /ACTUAL MACHINE PRIOR TO DRILLING HOLES FOR SPIGOTS 6" DIA. FINISHED OPENING FOR TRASH OUTLETS AT BACK OF CABINET TRASH BIN TILE BASE (TOE KICK) (B-9) RECEIVED CRY OFTUKWILA AUG 1 3 1998 PERMIT CENTER A A A A AvAtli a Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -13-98 Sheet Description: BREAKFAST BUFFET MILLWORK PLAN Revision: L Sheet A702A M.C.P. ON INTERIOR SURFACES MATCH PL -3 SECTION 1 1/2 MKominski C SECTION @ ADJ. SHELF 1 1/2 " =1 " -0" 3/4" PLASTIC LAMINATE (PL -3) COUNTERTOP AN [1� BACKSPLASH PLASTIC LAMINATE PANELS.. (PL -3) PLASTIC LAMINATE ADJUSTABLE SHELF (PL -3) iB -2 TILE BASE - VINYL WALLCOVERING ON SIDE WALLS (WF -1) PLASTIC LAMINATE COUNTERTOP, PL -2 - WOOD TRIM - MOULDING 'A' STAIN STN -1 HARDWOOD BLOCKING PLASTIC LAMINATE DOOR FACADE, PL -1A LOCKABLE DOORS WITH TOUCH LATCH HARDWARE. KEY CYLINDER TO BE SATIN BRASS. TYPICAL ® ALL DOORS. LINE OF SIDE WALL BEYOND CERAMIC TILE BASE ADHERED TO 3/4" PLYWOOD BASE (ALIGN W/ FACE OF ADJACENT TILE BASE) CT -1 ED SECTIO N SIDE WALLS TO HAVE VINYL WALLCOVERING. REFER TO FINISH SCHEDULE. PLASTIC LAMINATE COUNTERTOP, P.LAM -2 HARDWOOD BLOCKING PLASTIC LAMINATE DOOR FACADE, P.LAM -1A PLASTIC LAMINATE, P.LAM -2, ON INTERIOR OF TRASH AREA M.C.P. ON ALL OTHER INTERIOR CABINET SURFACES COORDINATE LOCATION OF PLAM CLAD STOP W/ TRASH CONTAINER SIZE CERAMIC TILE BASE ADHERED TO 3/4" PLYWOOD BASE (ALIGN W/ FACE OF ADJACENT TILE BASE) CT -1 1 1/2"=1'-0" B 2 TILE BASE WOOD TRIM - MOULDING 'A'-- - �'� � ° c " L STAIN TO MATCH P.LAM -1A PLASTIC LAMINATE (PL -3) COUNTERTOP,. AND BACKSPLASH PLASTIC LAMINATE PANELS (PL -3) RECESSED S.S. DRAIN - PAN W/ LIFT OUT GRILL BY "SUPERIOR" MODEL# DP702.6 X 24 CALL MARTIN ASSOC. PHONE# 1 (214) 351 -1316 PAINT BLACK EXT. SURFACES W/ POWDER COAT PT. CT -1- 2' -0" L— P.LAM -7 0' 4 1/2" 3 "" ED SECTION @ TRASH DROP '.. '..16 3/4" SEE DTLS 1 &2 /A7C2A B -9 CERAMIC', TILE BASE ' A.F.F. • PL -3 CABINET W/ ADJ. SHELF w Z 0 U w Li CIO US In w T3 a Aft VT WOOD BLOCKING MECHANISM 24" RECESSED DRIP TRAY 3 " =1' -O" SECTION 3/4 " =1' -0" CHROME --- EXTENSION PIPE BY OWNER CHROME ESCUTCHEON BY G.C. (3 REQUIRED) EDGE DETAIL PL 2 TOP 3/4" PLYWOOD. 71/P PL -1A DOOR, TOUCH LATCH 3/4 "�. 1 /4" FLUSH OVERLAY STYLE PREP AREA @ TV RECESS WOOD MOULDING A WI -12631 SEE 11/A702B STAIN STN -1 NOTE: GENERAL CONTRACTOR TO VERIFY ANY AND ALL EXISTING CONDITIONS FOR ADEQUATE STRUCTURAL DESIGN. COFFEE MAKER (O.F.0.1) FILLED WEIGHT: ±300 LBS. DOUBLE LAYER - SOLID PLYWOOD BACKER IN AREA OF COFFEE MAKER RECESSED CATCH DRAIN RE- PLUMBING WATER SUPPLY LINE WITH SHUT -OFF VALVE. G.C. TO PROVIDE AND VERIFY SIZE, LOCATION AND MAKE. CONNECTION. 1 1 /4" AWI -12631 FINISH LEGEND PL-IA PLASTIC LALRNATE BUFFET COUNTER FORMICA DOOR FACADES #4412 WELL. ALP -3 POLYURETHANE PL -2 PUSTC LAMINATE BREAKFAST FORMICA 11305 BUFFET: EXPOSED BAYOU OXIDE SURFACES OF INTERIOR CABINETS AND BUFFET COUNTERTOP. PL -3 PLASTIC URINATE (MCP) PREP AREA NEVAMAR /5 -2 -AST MILLWORK; SED PANEL. SURF MELAMINE CWPONENi NON AC PO ACES OF COLOR: NATURAL BEIGE INTERIOR CABINETRY AT BREAKFAST BUFFET BREAKFAST BUFFET: CABINET BASE PL -4 PL -8 B -9 B -3 PLASTIC LAMINATE (MCP) NEVAMAR /5-2-63 MELAMINE CWPONEN T PANEL. COLOR: NATURAL BEIGE PLASTIC LAMINATE NEVAMAR os - - 38T COLOR: MELLOW WHIT: BREAKFAST BUFFET: ACCESS LEDGE PT -1 SHERIWN WiLU.VA$ PAINT c rit DOORS LUM WHILE BASE, TRIM SW 1900 AND COLUMNS SEMI -GLOSS CT -I PORCELAIN CERAMIC nu WALT ABOVE RANORE BREAKFAST POLISHED BUFFET COUNTER COLOR: PEACH PORCELAIN CERAMIC OLE TOE NICK UNDER C BASE 1 N 18'W TO BREAKFAST MATCH T -I BUFFET WOOD BASE LOCATED AS Pro. PT -1 SHOWN 11f -10 DECOUSTCS AP 1' ACOUSTICAL LOCATED AS WALL PANEL N17H MAHARAM SNOWN TEN WALL I.. UNBAKED FRE TREATED FCR CLASS A NOTE: ALL Rrg TO lI BE VERIFIED BY LA O FABRI INNS. INC. PRlgt ro A. FABrsICAnoN. NOTE: STAIN TO MATCH P.LAM- 1A'(OR PROJECT- SPECIFIC FINISH). VERIFY WITH LA QUINTA. MOULDING 'A'. WOOD BASE MOULDING WM670 WITH PROFILE SHOWN PTO -1 10 WOOD BASE DETAIL RECEIVED CRY OF TUKWILA AUG 1 3 1998 PERMIT CENTER • BID SET A AI A Q 0 Cc Z ZWZ 1 W J D CC z W Z 116. ■u ul IN Avis:di IN IMO Architecture / Planning/ Landscape Architecture 4148 North 481h Street Phoenix, Arizona 85018 (602) 090 -2795 FAX (602) 040 -9469 Job# 97 3004.01 Date: 4 - 15 - 98 Sheet Description: BREAKFAST BUFFET SECTIONS and DETAILS Revision: Sheet A702B of Shts. JSnnchez 1/4 A.F.F. A.F.F. 141 "1_ EQUAL a 8' -10 5/8 "" F.O.S. TO F.O.S. EQUAL 4 ' SWIPE _PHONE SWIPE PHONE B.F. /COIN 0 0 WOOD EDGE TRIM, SIM. TO DTL. 11/57028 STAINED STN -1 STD BOODI 1, STD B SWIPE PHONE WIPE NE COIN OPERATED COIN OPERATED' RECESSED PHONE W/ FACE PLATE -,WOOD 500E TRIM SIM. TO 7/A702B STAINED TN -1 1 X 4 WOOD BLOCKING DOUBLE T.P. DISPENSER B -8 CLEAR 3 5/8" METAL STUD W/ 5/8" GYP. W WOOD BASE BEL W (PT -1) PLAN ELEVATION VERTICAL !DIVIDER (PL -2) W /RADIUS EDGES 3/4" THICK PLYWOOD SHELVING W/ PLASTIC LAMINATE (PL -2). ALLL EXPOSED SURFACES U.N.O. 5/8" GYP. ON 78" FURRING CHANNELS ON 8' CMU SECTION © TELEPHONE BOOTH 1/4"=V-0" 3 / 4 EQUAL ---I N LINE OF 70' SOFFIT ABOVE �PT -1 TELEPHONE BOOTH PLAN /ELEV PLASTIC LAM. PL -2 NOTE: TELEPH. O.F. /C.I. (TYP.) AT&T CALL CENTER 2000. ANY PUSH BUTTONS, .RECEIVER, COIN SLOT, OR CARD SWIPE. SHALL NOT BE HIGHER THAN 48" A.F.P. AS PER A.D.A. 1 =1 -0" 7 -3/4" PT -5 (SMOOTH) 1/2 RD (PT -1) RECESSED LIGHTS PLASTIC LAMINATE PL -2 COIN OPERATED TELEPHONE NOTE: PROVIDE VOLUME CONTROLS SOAP DISP. 2X4 3/4 " =1' -0" PLASTIC LAMINATE (PL 2) WF 1 FINISHED FLOOR MIRROR MOUNTED .1/4" ABOVE BACKSPLASH IN —WALL WD. BLOCKING BY /G.C. BETWEEN STUDS 1/4"-V-0" • -0" WIRE PULL (TYPICAL) LIGHT FIXTURE "I" 2' -O" PT -3 WALL FINISH. TYP. F ADJUSTABLE SHEL _- RECESSED SHELF STANDARDS WOOD EDGE TRIM, SIM. TO KITCHEN CABINET DETAIL DTL. 8/A7028 STAINED STN -1 APRON C. PAINTED ( „IN EGGSHE 5 5 (® BREAKROOM). CORIAN (PL -9) VANITY TOP W /UNDERMOUNT LAV& 4 SPLASH (ALT: CAST,PLASTIC JOINTS W/ CAST PLASTIC SEALANT)'. Ke" RADIUS ON ALL EXPOSED CORNERS ON CORIAN TOWEL DISP./ WASTE RECEP. RECESSED SANITARY NAPKIN DISP. / -6) tT I L ENAMEL IN —WALL STEEL BRACKET BY G.C. SIDE SKIRT OPEN END ACCESS PANEL (TYP.) ON SCREWS AND FIN. WASHERS - 1 -1/2" X 1 -1/2" X 1/8' PAINTED STEEL BRACE BOLTED TO VANITY FRAME AND P.T. /F.T. 204 BLOCKING IN WALL AT EACH SIDE OF VANITY -LINE' OF 5 DIAMETER VANITY DETAIL ® ...... . --.. ...._ -. EMPLOYEE TOILET ELEV. EMPLOYEE TOILET ELEV.� EMPLOYEE TOILET ELEV. 1 . E0 . LINEN ® MAINT. ROOM STORAGE SHELVING SHELVES AS INDICATED ON PLAN PEGBOARD AS INDICATED ON PLAN 3/4" PLYWOOD NOTE: SA O N EDSMOOTH/SEALED BE & PAINTED (PT -1) 2X4 4' -0W0" 00 0,C, VERT. SUPPORT ® 204 CONT. WOOD SLEEPERS MAINTENANCE WORK BENCH 3/4" A B PLYWOOD SHELF TYPICAL) 1 X HARDWOOD EDGE 2 X4 WOOD CLEATS AT WALL 2 X 2 HORIZONTAL WOOD BLOCKING 2 X 2 WOOD BLOCKING BEYOND NOTE: ALL EDSMOOT SEALED BE & PAINTED (PT -1) WALL 2X2 WOOD CONT. VERT. SUPPORT ® 3' -0' 0.C. - NOTCH PLYWOOD SHELF 10 SUPPORTS 2X CONT. WOOD SLEEPERS /- FINISH FLOOR 3/4" PLYWOOD TOP WITH APPLIED WHITE LAMINATED PLASTIC TOP AND EDGES (PL -13) 7' - (LAUNDRY) PLAN SIDE TT c 2 x 4 BRACING 4' -0" r END ^2 " LAUNDRY & LINEN TABLE DETAILS 1/2 " =1' -0" NOTE: PAINT ALL EXPOSED WOOD SURFACES 3/4" PLY COUNTER 3/4" PLYWOOD APRON 2 X 4 WOOD FRAMING - ANCHOR TO WALL ON 2 SIDES. PA / 1-1/2" INTED STEEL BRACE (P PT -1) BOLTED TO COUNTER FRAME AND P.T. /F.T. 2 X 4 BLOCKING IN WALL. SECTION © GUEST LAUNDRY FOLDING COUNTER PT -3 WALLS PLASTIC LAMINATE SWITCH FOR LIGHT PLASTIC LAMINATE TOP & SPLASH ADJ, SHELF VINYL ,BASE P1 -3 WALL FINISH ADJ. SHELF EQ, RIFY 1 " =1 ' -0 ", EQ. 1/4 " =1' -0 E0. ROOM' ELEVATION 1/4 " =1' -0" EQ ±6' -6" FI BREAKROOM CAB. ELEV. 3/4" PLYWOOD PANEL AT SIDES OF "LOST & FOUND" COMPARTMENT; PAINTED "LOST IEN GE LAUNDRY ONLY. PROVIDE AIDS L PU W aS k HASP,W/ HARDW00D EDGE NOTE. LOCATION CAN BE ADJUSTED PER SITE CONDITIONS. 14 LOST & FOUND STORAGE Q 0 z o .( CC W C� t x Z = Z� _ Z >`t U CS , J z H O Pr 0 i < OARv D 1000 STA15OF WASNMOTON BID SET Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (002) 040 -2795 FAX (802) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: MILLWORK Revision: A A A A Sheet A703 OgEo AUG 1 3 1998 PENMe'CE R Snits. a 1,§F-4. CT -6 PL -7 Ark ._._. o -_._.- ■ ig Wan ■ Wi:f�!'• 'r g 1 — _ — — POCKET 704 8 -4 ( 1 NIT ppOCKETERY -q 1� rMO LI j C _7_C_7 X i - '! v II inn 7' „,, -7 i 7- __I V .... CT -6 PL -7 PL -7 A ■ �i B - t. ■ ig Wan ■ Wi:f�!'• 'r g JSnncher 2' -0” 3/4 PLYWOOD PL -2j 3/4" ADJUSTABLE SHELF (PL -1A 3/4" PLYWOOD (PL -1A -(B -4) n MEETING ROOM CABINETRY - TRACK & COLUMN 6 STOP THE CROWN & CHRRL. MITER CUT EXPOSED EDGE WITH NO GRAIN VISIBLE, PAINT PT -1 COUNTER EDGE TRIM' BELOW PARTITION DETAIL 1 /4 " =1' -0" TYPE E LIGHT 3 PROJECTION SCREE (OF /CI). SEE REFLECTED CEILING PLAN { FIXTUREBEYOID II. CG 2 /PT -8) F TE1l(T..CLG. I g T �� �__i� �CG -S�PTR 8) �'r� =- - - -_ ----CROWN MLD. (17/A704A) PT -1 ROVIDE'WOOD 81, KING AND MOUNTING HA•DWARE AS REQUIRED TO SUPP RT PROJ. SCREEN, MOUNT AS CLOSE 0 CEILING AS POSSIBLE PROJECTION SCREEN DTL. 1 /4"=V-0" TOILET ACCESSORIES A RECESSED DOUBLE TOILET PAPER HOLDER B SURFACE MOUNTED DOUBLE TOILET PAPER HOLDER 0 GRAB BAR 36 0 GRAB BAR - 42" 0 SOAP DISPENSER - COUNTER TOP 0 SOAP DISPENSER - SUPFACE MOUNT 0 NAPKIN DISPOSAL - SURFACE MOUNT 0 NAPKIN DISPENSER/ - RECESSED O ASH TRAY O x PAPER TO TTOOWEL P DISPENSER /DISPOSAL - 67" .F 0 PAPER TOWEL DISPENSER @ MOP STRIP 3YR /1NgP A - 704A C1wT WOOD TRIM SIM. TO CHAIR RAIL 8/A7028 STAINED STN -1 STACK AREA FOR PANEL STYLE PARTITION INE OF CROWN ABOVE A MLD. 0 8' -0" A.F.F. AT RM. PERIMETER NOTE: DIMENSIONS SHOWN ARE CLEAR AREA REQUIRED. VERIFY WITH MANUFACTURER SUSPENDED ACOUSTICAL TILE CEILING (CG -4) METAL STUD FRAMING WE -4 MOULDINGS @ MEETING RM. ^ ELEV. @ MENS ROOM 3 " =1' -0" LINE OF DRAPERY SEE 10/A432 PT -1— —B -4 PT -1 1/4 " =1' -0" CROWN MOLDING WITH PROFILE SHOWN, PT -1 WF 4 WOOD HALF -ROUND MOULDING (PT -1) PL -1A CG- 2 /PT -8 TEXTURED CG- 2/PT -8 - TEXTURED t6' 1" FIELD VERIFY PT -1 WF -4 ELEV. @ MEETING ROOM STACK STYLE PANEL PT -1J ELEV. @ MEETING ROOM 1/4 " =1' -0" /- WF -4� EQ. B -4 ELEV. @ MEETING ROOM 1/4" 0" - -- ELEV. @ MENS ROOM 0 - 1 /4 ° =1' -0" 1/4 " =1' -0" WF -3 BORDER 2 T I Ti 17 I I I 1 117ITT r B -4 CEILING MOUNTED PROJECTION SCREEN PROVIDE BLOCKING AS REQUIRED (TYPICAL BOTH SIDES OF MEETING ROOM) WF -3 `WF -3 BORDER PL -9 PL -7 PT -1 LINE OF DRAPERY i7 / POCKET BEYOND SEE 21/A704A 704 1 r CO- 5 /PT -8 FASCIA / i- CG -4 ( ACOUST. CLG.) 4 CG -4 (ACOUST. CLG.) CG 5 /PT -8 FASCIA WF 0 CG -4 (ACOUST. CLG.) CG- 5 /PT -8 FASCIA WF -4 ELEV. @ LADIES ROOM ELEV. @ LADIES ROOM 1 /4 " =1' -0" 0 ELEV. @ LADIES ROOM 1/4"..1 ELEV. @ LADIES ROOM ELEV. @ MENS ROOM 111611111E01 Ac- -\- DRY CLEANING CABINETS DUPLEX IRONS /BOARDS STORAGE ELEVATION @ WORKROOM 1/4 " =1' -0" ELEVATION @ WORKR OOM ELEVATION @ WORKROOM 1/4"..1 WF- 5 /PT -3 PL -t, UNDER - COUNTER LIGHTING MILLWK. BOX, BOX FILE DRAWERS PL 11 J -3 4,_6„ ' "J,-3 ELEV.@ MANAGER'S OFFICE 1/4 " =1' -0" 5 EQ. SPACES SWITCH DUPLEX 7' -O" 3' -0" 1' -6' 6 EO DOORS DUPLEX 11 ELEV. @ MENS ROOM 5 NOT USED 1/4.. =1•_0,. 1/4 „ =1,_0” -00(Le( WF- 5 /PT -3 ® FASCIA UNDER COUNTER LIGHTING F. /C.I. VERTICAL FILE CABINET ILLWK. BOX, BOX, FILE DRAWERS PL 11 wommocoill B ATA posim SPEAK. mu PL- 1 USAK CABINET 5/PT -3 , 1 ": (LOCKABLE) , ME61111 Mil PHONE SWITCH 5 EQ SPACES PL -11 LEX 0 A A A 5455 V"R[G'ST flr MIC HEGT QARY0 fnc0 CA1E OE YIA:A.,t1'TS 11U) SET '0 0 ▪ ~o Z • CC CD CD Z ''X Z DBE 0 WQ Vo Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job// 97- 3004.01 Date: 4 -15-98 Sheet Description: WORKROOM /MEETING ROOM MILLWORK ELEVS. and DETS. Revision: Sheet cgc rTYCF'r . A7O4A "' 3 1 998 ERM1T CENTER Shts. 1 - 1/2 " =1, -0" 1- 1/2" =1' -C" 2' -0 3/4" ` BASE AS SCHEDULED WORKROOM CABINET SECTION 1' -3" ® WORKROOM 4 -3/4" 0 MGR.OFF. 4" PLASTIC LAMINATE (PL -11) BACKSPLASH CABINET W/ OPEN FIXED SHELF PLASTIC LAMINATE (PL -11) AT ALL EXPOSED SURFACES (TYP.) ALKO "LITTLE INCH" UNDER UNDER CABINET LIGHT FIXTURE (W /INTEGRAL SWITCH) PLASTIC LAMINATE (PL -11) COUNTERTOP CABINET W/ FIXED SHELF - PLASTIC LAMINATE (PL -11) AT ALL EXPOSED SURFACES WORKROOM CABINET SECTION MELAMINE INTERIOR CABINET W/ FIXED SHELF AND ROD PLASTIC LAMINATE DOOR (PL -11) COMPUTER TABLE PLAN 1- 1/2 " =1' -O" 2' -044" BASE AS SCHEDULED WORKROOM CABINET SECTION COMPUTER TABLE SECTION C COMPUTER TABLE ELEVATION COMPUTER 3/4 ". 1' - 0" TABLE DETAILS E SECTION (OPTION) KEY SCHEDULE Di PLASTIC LAMINATE COUNTERTOP. PL -11 ci PLASTIC LAMINATE CABINETRY. PL -1 OPEN ELECTRICAL CHASE. ® 2" OPEN SPACE FOR ACCESS TO WIREWAY. [11 CASTERS APPLIED TO BOTTOM OF ' © ',2" OPEN SPACE FOR PAPER. Q COMPUTER MONITOR. O PRINTER, WITH PAPER FEEDER. © COMPUTER. OD PAYMENT PERIPHERAL DEVICE. EO MODEM. O TELEBIT MODEM. • UNINTERUPTED POWER SUPPLY. �H PAPER SUPPLY. rit4c-ogol a >- O Lo ✓ z z ? ° o -,k zwz co Q < Z • I g i i • W 0zQ z Z _J d w < -1 "< z 0 CARP D TODD STATE OF WASHINGTON Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix,' Arizona 85010 (602) 840 -2795 FAX (602) 8409469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: WORKROOM/ MANAGER'S OFFICE- DETAILS Revision: Sheet A704B of TUKINNA AUG 8 3 1498 'El • Shts. NM tIM 2 / 10 7/16" 10 7/16" SECT. D i SECT. C / EQUAL. EQUAL �. / a N 0 \ 11 .z /L oL ,t ( , . %i z ):tz /Ls't .zs /s o — .z ° . t .s �\ 1.-- \ CIRCJIT A lifil \ SECT. B -... CU' -OUT FOR _LECTRICAL a CIRCUIT B \ I■ -� \ OPEN / \ CIRCUIT A� 1 + I / -...--.. SECT. A NM tIM 2 / 10 7/16" 10 7/16" a N 0 \ 11 .z /L oL ,t ( , . %i z ):tz /Ls't .zs /s o — .z ° . t .s s —s _4 PIM lifil 1 \ I■ AMER1SCK 11 I I : 70 • 733 -3 PULLS L.--- \I 0 • -...--.. C I ` A vER)CK #BP 7 DOOR PIUL ;3�3 U.S \'"---- OPEN ---- MKnm in ski SECrION B 4 /1n/SB 10 07 AM SECTION D CABINET SECTIONS A -705 -iwn 3/4" THERMAL FUSED MELAMINE - CABINET WHITE - 3/4" THERMAL FUSED MELAMINE - CABINET WHITE 3/4" THERMAL FUSED MELAMINE - CABINET WHITE 1' -10" SECTION A SECTION C OPEN ABOVE 0 BATHROOM ING EXISTING DOOR FRAME F.O.S. 3/4" THERMAL FUSED MELAMINE - CABINET WHITE CABINET SECTION 1 1/2" = 1' -0" PT -1) PT -1 (PT -1) (PT-1) ELECTRICAL BOX AND CONDUIT ATTACHED TO. METAL STUD 1/4" x 1 3/4" RAWL STEEL DROP -IN MIN. EMBEDMENT 1 1/8" TEXTURED COATING ON CONCRETE PLANK 1/4" DIA. THREADED ROD HANGERS WITH 1/2" DIA. CONDUIT SLEEVE BOLT CONNECTION COUNTER -SINK AND PLUG PAINT TO MATCH 2 1/4" WOOD CHAIR RAIL MOULDING. 3/4" HALF ROUND BOTTOM A TOP SANDED 2 1/8 "x4" CUT -OUT FOR ELECTRICAL OUTLET BOX FOR INSTALLATION OF ELECTRICAL BY OTHERS. (TYP.) SECT. B 3/4" CORIAN COUNTERTOP TO ALIGN W /INSIDE AND OUTSIDE OF CABINET CUT -OUT FOR ELECTRICAL 3/4" THERMAL FUSED MELAMINE -. CABINET WHITE 9'4" (PL -13 7'2" 3/4" THERMAL FUSED MELAMINE - CABINET WHITE >_ .UM 71.650 - 110 ' SWING BLUM 71.6500 - 176' OPENING L I I Fl 1 SECT. D SECT. C pup SECT. A 0 CABINET SECTION i 1/2" = 1' -0" EXERCISE ROM TELEVISION SHELF SECTION DETAIL MEDIUM DENSITY BERBOARD - ULTRA PAINTED W /Pl -2 SEMI -GLOSS ENAMEL 2 X 4 LEDGER BOLTED INTO WALL 3/8" DIA. HOLE FOR THREADED ROD 1/4" DIAM. THREADED ROD HANGERS WITH 1/2" DIAM, CONDUIT SLEEVE PAINTABLE GRADE "C -8 COLONS WOOD TI PAINTED PT MEDIUM DENSITY FIBERBOARD - ULTRA PAINTED W /P'T -2 SEMI -GLOSS ENAMEL 3/16" ROUND ROUTED LINES (PT -2) TYP. 2 X 4 FRAMING (PT -1) TELEVISION SWIVEL MOUNT — CABINET ELEVATION 1 1/2" = 1' -0" —A 7 /A EXERCISE ROOM ( TELEVISION SHELF FRAMING PLAN 1/2" = 1' -0" O EXERCISE ROOM TELEVISION SHELF PLAN 1/2.= v skoti(1) I Le 1 A A 0 n Q 0 a CC Z 0 Z Z Q Z Z >A z CC Z W Z egos REGIStE � • ARCHITECT GARY D TOED STATE OF WASHINGTON BID SET Lo 0 0 Z UJn Z Z 0 Q OO L " w a - z 5 to r- o c\I z U1 Architecture/ Planning/ Landscape Architecture 11110 ul 1111 1 Ova lei _-" - o 4148 North 48th Street Phoenix, Arizona 85018 FAX (80 840-2795 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: KING ROOM EXTENDED STAY CABINET, TV SHELF MLLWOMK Revision: S heet oof A705 AUG 1 3 1999 ERMlrce R Shts. FINISH SCHEDULE NOTE: ALL MILLWORK, CABINETS AND MANTEL ARE CONTRACTOR FURNISHED /CONTRACTOR INSTALLED CODE DESCRIPTION LOCATION B -3 WOOD BASE PAINTED LOBBY BASE 1 PT -1, SEE 10/A702B , PT -1 SHERWIN- WILLIAMS SW -1900 LUMINOUS ALL WOOD TRIM, COLUMNS, LOBBY PT -1 WF -f- WHITE SEMI -GLOSS ALKYD ENAMEL, , PRO -MAR 200 WINDOW FRAMES, DOORS WF- 1 #10- 5438/76 LOBBY A.F.F. 4 TYPE II, 54" WIDE WALLCOVERINGS � I I ) I . 6 li I i , f, CALL JIM MOODY III H 0 800 - 611 -5870 1 FOR NATIONAL PRICING m l PT -5 SHERWIN- WILLIAMS LOBBY SW -1900 LUMINOUS CEIUNG _ WFIITE FLAT 01.1 I.. 2' -10 1 /2" LATEX, PRO -MAR 200 — PT -8 SHERWIN- WILLIAMS LOBBY SW -1900 LUMINOUS FURR- DOWNS/ I I WHITE EG -SHELL SOFFITS LATEX ENAMEL, PRO -MAR 200 _ CG -2 SUSPENDED GpDw LOBBY I WITH TEXTURE CEILING PAINTED CG -5 SUSPENDED GrDw LOBB Y i I PAINTED SOFFITS NO TEXTURE CO -3 PLANK WT`1H LOBBY UPPER TRIM (PT -1) -.._ TEXTURE - PAINTED CORRIDORS CT -1 16 "x16" POLISHED LOBBY PORCELAIN CERAMIC FIREPLACE TILE SURROUND PL -5 FORMICA FIREPLACE #949 -58 BUILT -IN! WHITE, MATTE BOOKCASE FINISH UNITS PL -6 NEVAMAR LOBBY #S -7 -38T ACCESSORY MALLOW WHITE LEDGES TEXTURED, ARP SURF, CAST STONE MANTLE/FIREPLACE MANUFACTURER: CLASSIC CAST STONE OF DALLAS, INC. DISTRESSED FINISH, COLOR, BUFF CONTACT, KELLY CLINKSCALES (972) 276 -2000 CAST STONE MORTAR MEN: MORTAMIX (HOLNAM) RESTORATION LINE COLOR: NEW LIME PUTTY 1- 800 - 524 -6586. 3/4" PLYWOOD W /PL -6 ON 5/8' — GpDw ON METAL STUDS ID 1� aT 1 " - i 1 ' A.F.F. a rxv 1 , I II HF -1 PT -1 WF -f- I I i PT-1---4 111 A.F.F. 4 COLUMN BEYOND (PT 1) 5/8" GpDw ON 3-5/B" METAL STUDS (L5F - I) WF 1 1/2' QUARTER ROUND (VA. PTD.) 0 BASE OF CHIMNEY FURR -OUT (3 SIDES) - PT -1 CAST STONE MANTLE: INSTALL PROVIDE WOOD BLOCKING BETWEEN STUDS AS NECESSARY ) , \ � I I ) I . 6 li I i , f, 2' -10 1/2" - li III H 1 m l I. 1 � 11 ' I 1 ..„.7.09 SI DOUBLE. LAYERS 5/8 " GpDw THIS WALL PLANE CT -1 0 FIREPLACE OPENING - ADHERE W /LATICRETE MASTIC SYSTE OVERLAP FACE TILE- POLISH ALL EXPOSED EDGES 5/8" PAINTED GpDw ON 2 -1/2' METAL STUDS 0 INTERIOR OF 'FIRE BOX' -PAINT INTERIOR FLAT BLACK L - _ 1x2 CURVED HARDWOOD CURVED 0 / ERD G (PT -1) PLASTIC LAMINATE (PL -5) CLAD W/ 1x1 CONUPPO i xi CONTINUOUS SHELVES S SUPPO RTS ANCHORED TO WOOD BLOCKING WITHIN SIDE & REAR WALLS PAINTED 1x2 HARDWOOD EDGE TRIM (PT -1) WOOD CASING BEYOND 1) 01.1 I.. 2' -10 1 /2" — H (PT � I I = "HIDE- A -UTE" BY PROGRESS LOW VOLTAGE ACCENT LIGHTING 0 ALL SHELVES EXLUDINC ONLY SHELF ABOVE TELEVISION S MONITOR ANCHOR LOW VOLTAGE WIRING : _ I I FINISH FLOOR l 'T -1 . W 1.3 F - i 1 F.F. ro t I , N 1 "HIDE- A -LITE" BY PROGRESS LOW VOLTAGE ACCENT LIGHTING 0 CURVED ARCH HF -1 - -_..__ PT -? �ia 2 -4 1/8" AIR WODIHEO #12631 1 TRIM - PAINTED (PT -1) !� --" -- PAINTED CURVED WOOD' CASING VDEHD (PT-1) /I� 1x2 CURVED HARDWOOD CURVED 0 / ERD G (PT -1) PLASTIC LAMINATE (PL -5) CLAD W/ 1x1 CONUPPO i xi CONTINUOUS SHELVES S SUPPO RTS ANCHORED TO WOOD BLOCKING WITHIN SIDE & REAR WALLS PAINTED 1x2 HARDWOOD EDGE TRIM (PT -1) WOOD CASING BEYOND 1) 01.1 I.. 2' -10 1 /2" - - (PT IS" "HIDE- A -UTE" BY PROGRESS LOW VOLTAGE ACCENT LIGHTING 0 ALL SHELVES EXLUDINC ONLY SHELF ABOVE TELEVISION S MONITOR ANCHOR LOW VOLTAGE WIRING i l ' I BEHIND 1x2 WOOD TRIM PAINTED GpDw INTERIOR WALLS TYPICAL (PT -1) 'WON .� � a� -- I i I N TCH FOR WIRING REMOVABLE PLASTIC LAMINATE SHELF (PL -5} 0 BASE PAINTED Ix HARDWOOD �I 1 I _.,..' ' I TRIM (PT -1) -.._ "' WOOD BASE SEE DTL. 10/ A702 _ FINISH H FLOOR ` CG-5/PT-8 SOFFIT PAINTED WOOD TRIM (PT-1) PT-1 CUR SOFRT DISPLAY SHELVES PAINTED WOOD EC CG- 5 /PT -8 SOFFIT CG- 5/PT -8 PAINTED COLUMN (PT -1) SEE DTL. 96 A303 PT -1 1/2 RD. WF-1 1$0( PAINT (PT -10) TYP. 01 PAINTED WOOD HALF ROUND TRIM (PT -1) WF -1 � I PL -6 LEDGE � � . -1- CG- 2 /PT -5 CEILING PAINTED CROWN MOULDING (PT -1) MO- LOW VOLTAGE TRANSFORMERS UNDER SHELF (BOTH SIDES) MKaminski 4/10/95 10: 08. AM 116' -8" FIELD VERIFY NOTE: ALL DIMENSIONS ARE TO F.O. GYP., U.N.O. 106 . I ill I I 1iiII I ■III ® 19 WOOD CAB. BASE AINTED WOOD BASE (PT -1) OTL.10/A7028 5 -1/2" 3' -1 FIELD VERIFY - - FALSE FIREPLACE ELEVATION 1/2 -0" AST STONE FIREPLACE, C.F. /C P INTED GpDw "FIRE BOX" (FLAT BL AC CT -1 CERAMI• TILE URROUND POLISH ALL E POSE EDGES 8" FIELD VERIFY NOTE: ALL DIMENSIONS ARE TO FACE OF GYP., U.N.O. (FALSE) FIREPLACE PLAN O " NOTE: ALL DIMENSIONS ARE TO FACE OF GYP., U.N.O. LNE OF MAN TEL BELOW UPPER (FALSE) FIREPLACE PLAN 1/2 " =1' -0 A- 706. dwg UNE OF SHELF/ SOFFIT ABOVE 2 LAYERS OF 1/2' PAINED WOOD 5/8" SOP. CAULK ALL JTS QUARTER ROUND E EN MAN MOULDING (PT -1) NE TY AND GpDw -TYP. U OF ASBOHEVE LF SOO 5 -1/2" LOW VOLTAGE TRANSFORMERS UNDER SHELF (BOTH SIDES) MIECI' I :dNV NE 'G'fE ! !' ,IN :iEMIN ti' CEINI NNFI' I! BG9 H CABLE TV 0 18" AFF B� DUPLEX 0 18" AFF »ACCENT LTS 0 18" AFF i {J. BOX 0 6" ® AFF-BELOW 1111 SHELF FIELD VERIFY 16' -8" F.O.G. TO F.O.G. (FIELD VERIFY) 1/2 9" 6" EQ. EQ. 6" 9" 6 1/2 FIELD VERIFY J. BOX 0 6" AFF -BELOW HELF r 51 , 5 ■i • ® ® 5_ l�lli_ ( ■III 5 mirdi 5 \\‘ � T - WE -1 COLUMN (PT -1) SEE DTL. 9/A303 CO -2/ PT -5 B -4 CARPET BASE COLUMN (PT -1) SEE DTL 9/A303 CG 3 /PT 5 18' F�8" 4'. PT- 5 Fl ABOVE 1/2 ROU 17-0' A.F.F. 10 A.F.F. • 8' -2" A.F.F. O' -0" FIN. FLR... SECTION @ FALSE FIREPLACE MANTLE MFR: CLASSIC CAST STONE OF DALLAS, INC. (972)- 276 - 2000- - CONTACT: KELLY CLINKSCALES 1/2" 10" /LA -15 1. SIDE 2. FRONT ELEVATION ELEVATION 12" u 42" BASE #LA -15 MORTAR JOINTS NOT TO SCALE 1/2 /2" WF -1 42" OPENING 512E DISTRESSED COLOR, BUFF FINISH CAST STONE MORTAR: MORTAMIX (HOLNAM) RAINBOW RESTORATION LINE, COLOR: NEW LIME PUTTY 1 -800- 524 - 6586'. ±2' -10 1/2" MANTLE #LA -17 9" .3' CAST STONE MANTLE DETAIL (C,F, /C,I. 3/4" PLYWD W/PL -6 ON 5 /B" GYP. 1 " =1' -0 L 1x1 SHELF SUPPORT I T / / BELOW PAINTED, (PT -1) ` PLASTIC LAMINATE CLAD SHELF -TYP, (PL -5) 7 ' CORNER DETAIL 2x12 FRAMING CUT TO FIT AS DIMENSIONED MOUNT 4- 1/8"x4 -3/4"x 8-1/2' LOW VOLTAGE UNDER SIDE OFB REPLACE) J. BOX FOR LOW VOLTAGE TRANSFORMER SECTION @ SHELVES 0.0 PAINTED 1x2 WOOD EDGE 0 SHELF (PT -1) 5/8" CpDw ON 2 -1/2' METAL STUDS (WF -1) 1/2 "0 OPENING 0 CORNER OF SHELF TO ALLOW RISE OF LOW VOLTAGE WRING MODIFIED NW #12631 PAINTED CASH (PT 1) SEE OIL, 6 /A701E (SIM.) AINTED Ix2 WOOD TRIM (PT -1) LOW VOLTAGE ACCENT LIGHTS BELOW ADJACENT TO 1x2 W000 EDGE ±2' -10 1/2" AL Ail 0 6c Z X 00 ?_ 2 < z W co 5- < I ~ Z W Z DARY 0 TODD STATE OF WASHINGTON 81D SET MIN POI MN I Architecture /, Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (602)840 -9469 Job# 97- 300401 Date: 4 -15-98 Sheet Description. FALSE FIRPL"ACE L() CNA Z W F co GO co .4r Z � Z U �lI 5 C W Q VJ ELEVATIONS and DETAILS Revision: A A Sheet A706 of �p - 4110 13 1998 PE RATITQE� ' ShtS MKaminski 4/ 10:08 AM A- 707. rlwq TEXTURED COATING OVER PLANK (CG -3/ PT -5) CEMENT BOAR CAST STONE HEAD DETAIL MANUFACTURER: CLASSIC CAST STONE OF DALLAS CONTACT: KELLY CLINKSCALES (972)- 276 -2000 WF -1 CEMENT BOARD 3 -5/A METAL STUDS S.S. PINS EPDXY ANCHORED TO CEMENT BOARD & CAST STONE 10" MOULDING CLASSIC CAST STONE OF DALLAS COLOR: BUFF DISTRESSED FINISH SHIM SPACE FOR LEVELLING -1 WALL SURFACE 5/ 8' GpDw CLASSIC CAST STONE 2z6 -3/4 NOTE: CAST STONE MORTAR TO BE RAINBOW / MORTAMIX RESTORATION LINE COLOR:NEW UME PUTTY CEMENT BOARD CAST STONE PLAN DETAIL TEXTURED COATING ON SUSPENDED GYPSUM BOARD (CG- 3 /PT -5) CROWN MOULDING -SEE DETAIL 3 /A701E- PANT PT -I VF-1 ON CEMENT BOARD 3 -5/8" METAL '.STUDS S.S. PINS EPDXY ANCHORED TO CEMENT BOARD & CAST STONE 10" MOULDING CLASSIC CAST STONE OF DALLAS COLOR: BUFF DISTRESSED FINISH SHIM SPACE FOR LEVEWNG WALL SURFACE CLASSIC CAST STONE OF DALLAS 24 -3/4 SPRINGPOINT OF ARCH BEYOND NOTE: CAST STONE MORTAR TV BE RAINBOW / MORTAMIX RESTORATION LINE COLOR: NEW UME PUTTY I FFV T' -n" 1ST FLOOR LEFT 2 /,MITER) $ FIFV 10' -O" 2ND FLOOR '�FI FV. 8.0. CEILING VF 1 COLUMNS PINTTE�D (P - I). WF -1 F. 10 -" ° 2N FIV D FL00 $FI R' -O" BO . SOFFIT -5/PT- B- 3/PT -1 1 STRAIGHT ENLARGED CAST STONE ELEVATION 1 / =1 -0 " , 1/4.=1' 8 WOOD CROWN MOULDING- PAINTED (PT -1) BRASS KICK PLATE ON DOOR BEYOND ELEVATION @ ENTRY VESTIBULE 'LA -1 (STRAIGHT) DOOR /TRIM- PAINTED (PT -1) DECOR. BRASS HARDWARE ON DOOR BEYOND 1106 /DI U.( CG- 3/PT -5 CEILING A 5 (BloAT / ARCH) CROWN MOULDING PAINTED (PT -I)- SEE DETAIL 3/A701E CG- 5/PT -8 SOFFIT BALCONY RAIL PAINTED (PT -10) 1 1/2' HALF ROUND TRIM PANTED (PT -1)- FIELD CUT TRIM TO FIT 0 BALCONY CO- '3/PT -8 SOFFIT DOOR TRIM BEYOND (PT -I) DOOR BEYOND PAINTED (PT -1) WOOD BASE -TYP. SEE DETAIL 5 /A701E PAINTED PT -1 0 A T 0 Q ' 0 CC Z 0 0 _ � `o Q Z � Z > Q Z 0 m J cc p Z 1.1..1 1 1111111111111111 . A707 BID SET I'!F!IIII A I l Architecture/ Planning/' Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9489' Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: LOBBY ELEVATIONS and DETAILS Revision: Sheet o AUG o 1 3 1998 PERMITOg . Shts. • NOTES CAST STONE ARCHWAY IS CONTRACTOR FURNISHED AND INSTALLED. FINISH SCHEDULE CODE DFSCRIPTIOH LOCATIOFA B -3 WOOD BASE PAINTED PT -1', LOBBY SEE DETAIL 3/A701E BASE PT -1 SHERWIN WILLIAMS WALL WOOD TRIM, SW 1900 LUMINOUS COLUMNS, LOBBY WHITE SEMI -GLOSS WINDOW FRAMES, ALKYD ENAMEL, DOORS PRO -MAR 200 WF -1 #10- 5438/76 LOBBY. TYPE II, 54" WIDE WALLCOVERING CALL JIM MOODY 0 800 -611 -5870; FOR NATIONAL PRICING PT -5 SHERWIN WILLIAMS LOBBY CEILING SW 1900 LUMINOUS PAINT WHITE PRO -MAR 200 LATEX FLAT WALL PAINT PT -8 SHERWIN WILLIAMS LOBBY FURR SW1900 LUMINOUS DOWNS /SOFFITS WHITE LATEX EGG PAINT SHELL ENAMEL, PRO -MAR 200 PT -10 SHERWIN WILLIAMS LOBBY BALCONY SW1202 POSH VOYAGE RAIL- TYP, ALKYD SEMI- GLOSS ENAMEL PRO -MAR 200 CG -2 SUSPENDED GpDw LOBBY CEILING WITH TEXTURE- FINISH PAINTED CG -5 SUSPENDED GpDw ' LOBBY SOFFITS PAINTED -NO FINISH TEXTURE CG -3 PLANK WITH LORRY UNDER- TEXTURE-PAINTED SIDE OF BALCONY FINISH CAST STONE MANUFACTURER: (C,F. /C.I.) CLASSIC CAST STONE OF DALLAS. INC. CONTACT: KELLY CLINKSCALES AT (972) 276 -2000 CAST STONE MORTAR MANUFACTURER: (C.F. /C.I.) MORTAMIX (HOLNAM) RAINBOW RESTORATION LINE COLOR: NEW LIME PUTTY 1- 800 -524 -6586 MKaminski 4/ 10:08 AM A- 707. rlwq TEXTURED COATING OVER PLANK (CG -3/ PT -5) CEMENT BOAR CAST STONE HEAD DETAIL MANUFACTURER: CLASSIC CAST STONE OF DALLAS CONTACT: KELLY CLINKSCALES (972)- 276 -2000 WF -1 CEMENT BOARD 3 -5/A METAL STUDS S.S. PINS EPDXY ANCHORED TO CEMENT BOARD & CAST STONE 10" MOULDING CLASSIC CAST STONE OF DALLAS COLOR: BUFF DISTRESSED FINISH SHIM SPACE FOR LEVELLING -1 WALL SURFACE 5/ 8' GpDw CLASSIC CAST STONE 2z6 -3/4 NOTE: CAST STONE MORTAR TO BE RAINBOW / MORTAMIX RESTORATION LINE COLOR:NEW UME PUTTY CEMENT BOARD CAST STONE PLAN DETAIL TEXTURED COATING ON SUSPENDED GYPSUM BOARD (CG- 3 /PT -5) CROWN MOULDING -SEE DETAIL 3 /A701E- PANT PT -I VF-1 ON CEMENT BOARD 3 -5/8" METAL '.STUDS S.S. PINS EPDXY ANCHORED TO CEMENT BOARD & CAST STONE 10" MOULDING CLASSIC CAST STONE OF DALLAS COLOR: BUFF DISTRESSED FINISH SHIM SPACE FOR LEVEWNG WALL SURFACE CLASSIC CAST STONE OF DALLAS 24 -3/4 SPRINGPOINT OF ARCH BEYOND NOTE: CAST STONE MORTAR TV BE RAINBOW / MORTAMIX RESTORATION LINE COLOR: NEW UME PUTTY I FFV T' -n" 1ST FLOOR LEFT 2 /,MITER) $ FIFV 10' -O" 2ND FLOOR '�FI FV. 8.0. CEILING VF 1 COLUMNS PINTTE�D (P - I). WF -1 F. 10 -" ° 2N FIV D FL00 $FI R' -O" BO . SOFFIT -5/PT- B- 3/PT -1 1 STRAIGHT ENLARGED CAST STONE ELEVATION 1 / =1 -0 " , 1/4.=1' 8 WOOD CROWN MOULDING- PAINTED (PT -1) BRASS KICK PLATE ON DOOR BEYOND ELEVATION @ ENTRY VESTIBULE 'LA -1 (STRAIGHT) DOOR /TRIM- PAINTED (PT -1) DECOR. BRASS HARDWARE ON DOOR BEYOND 1106 /DI U.( CG- 3/PT -5 CEILING A 5 (BloAT / ARCH) CROWN MOULDING PAINTED (PT -I)- SEE DETAIL 3/A701E CG- 5/PT -8 SOFFIT BALCONY RAIL PAINTED (PT -10) 1 1/2' HALF ROUND TRIM PANTED (PT -1)- FIELD CUT TRIM TO FIT 0 BALCONY CO- '3/PT -8 SOFFIT DOOR TRIM BEYOND (PT -I) DOOR BEYOND PAINTED (PT -1) WOOD BASE -TYP. SEE DETAIL 5 /A701E PAINTED PT -1 0 A T 0 Q ' 0 CC Z 0 0 _ � `o Q Z � Z > Q Z 0 m J cc p Z 1.1..1 1 1111111111111111 . A707 BID SET I'!F!IIII A I l Architecture/ Planning/' Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9489' Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: LOBBY ELEVATIONS and DETAILS Revision: Sheet o AUG o 1 3 1998 PERMITOg . Shts. • MKaminski 4/1O/98 10:14 AM A- 708.dwg SUBPANEL WITH 120 0, 20 AMP CFI BREAKER 100, W., 12 V. TRANSFORMER FOR LIGHTS PUMP SERVICE: LIGHT SERVICE: WIRE SIZE: 810 -3 WIRE SIZE: 88 -2 J -BOX FOR LIGHTS ACCESS PANEL FOUNTAIN ELECTRICAL PLAN PEDESTAL 0 O U • 0 • J -BOX) J -BOX FOR PUMP a ■ FOUNTAIN ELEVATION O J - BOX 120/12V TRANSFORMER AT REMOTE LO PUMP CATION WATER LEVEL 9 .., 1 /2„ AIIMINNM DRAIN VALVE SUMP 3/4" CONDUIT & CONNECTION BOX - 20A 120V GFI SERVICE AT REMOTE LOCATION GUSSET (MX OTHERS) CONDUIT SIZE: I CONDUIT SIZE: I" Atm 1. - DRAIN 1/2" BALL VALVE 2. - FINIAL 1/2" BALL VALVE 3. - TOP BOWL 1/2" BALL VA!.VE 4. - BOTTOM BOWL 1" BALL VALVE 5. — RELIEF VALVE 1" BALL VALVE 6. - 115 V. LINE TO J -BOX FOR PUMP 7. - 15 V. LINE TO J -BOX FOR LIGHTS FOUNTAIN SCHEMATIC PLUMBING PLAN N.T.S. NOTE: 'SEE SPECIFICATION S ECTION 02850 FOR FOUNTAIN 'SPECIFICATIONS UNIVERSAL FITTING SPHERE / BUBBLER MAIN PANEL FOUNTAIN PLAN SPHERE /BUBBLER FOUNTAIN SECTION 4 1/2" x 6" PLATE BASIN 3/4 " =1' -0" 1' PLATE 3 " =1' -0 EXTERIOR WALL DETAIL BOWLS LIGHTS (TYP. OF 4) CAP JOINT BASIN WALL JOINT BID SET UPI PIM a E■ anon in Architecture/ Planning/ Landscape. Architecture 8 0 F A Sheet A708 . oF, a AUG I 3 19 PENLNITCEME Skits: GUESTWING FINISH SCHEDULE ROOM LOCATI (GUESTWING) FLOOR BASE WALLS CEILING DOORS /FRAMES IF APPLICABLE) MILL WORK COMMENTS - STANDARD GUESTROOM SUITES SLEEPING AREA CPT -4 B -5 WF- 5 /PT -6 CO- 3/PT -5 PT -1 PT -1, PL -9, PL -10 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. - STANDARD GUESTROOM SUITES SITTING AREA CPT -4 B -5 WF- 5/PT -6 CG- 3 /PT -5 PT -1 PT -1, PL -9 FL_10 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. - STANDARD GUESTROOM VESTIBULE CPT -4 B -5 WF- 5 /PT -6 CG- 3 /PT -5 CG- 2 /PT -5 O HEADER DIVIDING VESTIBULE /SLEEPING PT -1 PT -1, PL -9 PL -10 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. PAINT PLYWOOD APRON UNDER DRY VANITY TOP USING PT -6 IN EGG SHELL ENAMEL. - STANDARD GUESTROOM VESTIBULE 2nd & 3rd FLOOR SUITES CPT -4 B -5 WF- 5/PT -6 CG- 2 /PT -8 PT -1 PT -1 PAINT PLYWOOD APRON UNDER DRY VANITY TOP USING PT -6 IN EGG SHELL ENAMEL. - STANDARD GUESTROOM TOILET CT- -13 14/ CT -14/ CT -15 WF_5 /PT -6 CG- 2 /PT -1 PT -1 PT -1 PL -9 PAINT PLYWOOD APRON UNDER DRY VANITY TOP USING PT -6 IN EGG SHELL ENAMEL. 400 & 436 BARRIER GUESTROOM SI FFPING AREA CPT -5 B -5 WF- 5 /PT -6 CG- 3 /PT -5 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. - BARRIER FREE GUESTROOM VESTIBULE CPT -5 B -5 WF- 5 /PT -6 CG- 3 /PT -5 CG- 22/PT -5 AT HEAD R DIVIDING VESTIBULE & SLEEPING PT -1 pi PL -9 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. PAINT PLYWOOD APRON UNDER DRY VANITY TOP USING PT -6 IN EGG SHELL ENAMEL. REFER TO FLOOR FINISH PLAN AND CARPET LEGEND BARRIER FREE ROLL -IN SHOWER TOILET CT- 12/CT -13 CT -14/ CT -15 WF- 5 /PT -6 ROLL -IN SHOWER WALL PL -9 CC- 2/PT -1 PT -1 PT -1 PL -N PL- 1A,PL -18 PL -2, COL. FT -1 REFER ALSO TO DETAIL DRAWINGS. BARRIER FREE GUESTROOM TOILET CT- 12/CT -13 CT -14/ CT -15 WE- 5/P T -6 CO- 2 /PT -1 PT -1 PT -1 PL -9 PL -11 102 ELEVATOR VESTIBULE REFER TO L. FINISH PLANS RER TO FLREF. FINISH PLANS WF -1 CG- 5 /PT -5 - PT-1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 102A VESTIBULE CPT -2C B -4 WF -1 CO- 3 /PT -5 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 102B & 133 ELEV. EQUIPMENT ' CONC -1 NONE '" T -3 CG- 5 /PT -1 PT -1 PT -1 METAL STAIR RAILINGS TO BE PAINTED USING PT -10. STRINGERS TO BE PT -10. STAIRWELL PIPES TO BE PT -3. PRIME PIPES OR USE DTM ALKYD ENAMEL. 1,& 2, L111 MEETING ROOM CPT -2C B -4 'WF -8 CG- 5 /PT -8 CG -4 PT -1 PT- 1 /PL -1A PL 104A VENDING CT -6 B -2 WF -1 CG -4 PT -1 PL 11 1048: FIRE EQUIP. 'ROOM CONC -1 NONE PT -3 CG- 5 /PT -1 PT -1 PT -1 ',PL -9, PL -7 105 PREP AREA CT -6 B -2 WE- 5 /PT -3 CG -6 PT -1 PL -3 107 EXERCISE CPT -7 B -6 WF- 5 /PT -3 _� CG -4 0 FURR DOWN, CG -3 IN REMAINING CLG., CG -2 ® HEADER PT -1 PT -1 CONTRACTOR'. TO SUPPLY AND INSTALL FULL HEIGHT MIRRORS AS DESIGNATED ON PLAN. 117 - BREAK ROOM CONC -3 B -8 PT -3 CG- 5/PT -8 PT -1 PL -11 REFER TO REFLECTED CEILING PLANS 1178 STORAGE CONC -3 B -8 PT -3 CG- 5 /PT -8 PT -1 PT -1. PL -3 117A EMPLOYEE TOILET CONC -3 B -8 PT -3 CS- 5 /PT -8 PT -1 PT-1 119 LINEN. STORAGE. CONC -3 B -8 PT -3 CO- 5 /PT -8 PT -1 PT -1 PL -12 119A HOUSEKEEPING OFFICE CONC -3 B -8 PT -3 CG- 2 /PT -8 PT -1 PT -1 100 & 124. CORRIDOR CPT- 2,CPT- 2A, CPT-28, CPT- 2E,CT -6 (SEE FLR. PLANS FOR LOCATIONS) 6_4 WF -1 CC -4 CG -2PT -8 ® GSTRM. POD CEILINGS PT -1 PL -12 ® WINDOW LEDGE /SEAT WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 121 - LAUNDRY CONC -3 B -8 PT -3 CD- 5 /PT -8 PT -1 PT -1 PL -13 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH. NO KNOCKDOWN TEXTURE. 1 121A DRYERS CONC -3 B -8 PT -3 CS- 5/PT -8 PT -1 PT -1 123 & 136A ELEVATOR VESTIBULE REFER TO FLR. FINISH PLANS REFER TO FLR. FINISH PLANS WF -1 CG- 5/PT -5 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 1238 ELEV. EQUIPMENT CONC -1 NONE PT -3 CD- 5/PT -1 PT -1 123A CARTS CONC -1 NONE PT -3 CG- 5/PT -1 PT -1 125A MECHANICAL CONC -1 NONE PT -3 CS- 5 /PT -1 PT -1' 1256'' ELECTRICAL. ROOM CONC -1. NONE PT -3 CO- 5 /PT -1 'PT -1 126 STORAGE CONE -3 B -8 PT -3 CS- 5 /PT -8 PT -1 PT -1 127 ELECTRICAL ROOM CONC -1 NONE PT -3 CO- 5/PT -1 PT -1 200 CORRIDOR CPT- 2,CPT- 2A, CPT -2C, B_4 WF_1 CG -4 CG- 2 /PT -8 GSTRM. POD CEILINGS PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 202A VENDING CT -6 B -2 WF -1 CG -4 PT -1 PL -11 202 & 236A ELEVATOR VESTIBULE REFER TO FLR. FINISH PLANS REFER TO FLR. FINISH PLANS WF -1 CG- 5 /PT -5 PT-1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 200 & 223A CORRIDOR CPT -2, CPT- 2A,CPT- 2B, CPT -2E B -4 WF -1 CC- 3 /PT -5 PT-1 PT-1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 223 STORAGE CONC -1 NONE PT -3 CG- 5 /PT -1 PT -1 PT -1 235 LINEN CONC -1 NONE PT -3 CG-5/PT-1 PT -1 PT -1 235A STORAGE CONC -1 NONE PT -3 00- 5/PT -1 PT -1 PT -1 236 CORRIDOR CPT- 2,CPT- 2A,CPT -2B, CPT -2E B WF -1 CG- 3 /PT -5 PT PL -12 0 WINDOW LEDGE /SEAT WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 300 CORRIDOR CPT- 2,CPT- 2A,CPT -2B. CPT -2E B -4 WF 00- 3/PT -5 PT -1 PL -12 ® WINDOW LEDGE /SEAT WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 302 ELEVATOR VESTIBULE CPT -2C B -4 WF -1 00- 3 /PT -5 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD' TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 302A VENDING CT -6 B -2 WF -1 CG -4 PT -1 PL -11' 303A VESTIBULE CPT -2C B -4 WF -1 CO- 3 /PT -5 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT-5, SMOOTH, NO KNOCKDOWN FINISH. 323 LINEN -' CONC -1 NONE PT -3 CC- 5 /PT -1 PT -1 PT -1 333 STORAGE CONC -I NONE PT -3 CO- 5 /PT -1 PT -1 PT -1 336 CORRIDOR ,. CPT- 2,CPT- 2A, CPT -2C, B -4 WF -1 CO- 3/PT -5 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 319A ELECTRICAL ROOM CONC -1 NONE PT -3 CO- 5 /PT -1 PT -1 3198 VIDEO ON DEMAND CONC -1 NONE PT -3 CO- 5 /PT -1 PT -1 323 ELEVATOR VESTIBULE CPT -2C B -4 WF -1 CG- 3 /PT -5 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. GUESTWING FINISH SCHEDULE LOBBY FINISH SCHEDULE ROOM LOCATION (LOBBY) FLOOR BASE WALLS CEILING ( ORS APPLICABL FRAMES E; ,. MILL WORK COMMENTS L100 LOBBY CT- 1,CT -2, CTS 3,CT -4, CPT -2G B-3/PT-1 / W F -1 CS -5 PT -8 / CO -7 0 HIGH CEILING PT - 1 PL- 1A,PL -18 PL- 2,PT -1 BALCONY RAILINGS ON 2ND FLOOR TO BE PAINTED USING PT -10. REFER ALSO TO DETAIL DRAWINGS.. NOTE: REFER TO FLOOR PLAN ( AND CARPET LEGEND. WF -10 W /PT -6 BEHIND AT PLANT SHELVES ABOVE FIREPLACE & ID121 FOR LOCATIONS. L101 LOBBY ENTRY VESTIBULE CT- 1,CT -4, CPT -6 B- 3/PT -1 ' WF -1 CO- 2 /PT -8, PT -1 PT -1 403A . L102 CART STORAGE CT -1. B- 3'/PT -1 WF -1 CG- 2 /PT -8 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 423 L103 PHONES CPT -2C B- 3 /PT -1 WF -1 CG- 2 /PT -8 'PT -1 PL -2 STN -1 4 4 1 7A L104 ELECTRICAL CONC -1 NONE PT -3 CO- 5 /PT -1 PT -1 400 & 436 L105 TELE. CONC -1 NONE PT -3 CG- 5/PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 402 L106 CORRIDOR CPT -2C B- 3 /PT -1 WF -1 CO- 5/PT -8 PT -1 - REFER TO FLOOR FINISH PLAN AND CARPET LEGEND L107 REGISTRATION CPT -2G B -3 PT -.1 B -7 (WK SIDE ONLY) WF -1, WF -2 BACK WALL ONLY CO- 5 /PT -8 PT -1 PL- 1A,PL -18 PL -2, COL. FT -1 REFER ALSO TO DETAIL DRAWINGS. L108 WORKROOM CPT -7 B -8 WF- 5/PT -3 CG -4 PT -1 PL -11 REFER ALSO TO DETAIL DRAWINGS. L109 MANAGER'S OFFICE CPT -7. B -8 WF- S /PT -3 CG -4 PT -1 PL -11 REFER ALSO TO DETAIL DRAWINGS. L110 MEETING ROOM CPT -2C B -4 WF -8 CO- 5 /PT -8 CG -4 PT -1 PT- 1 /PL -1A PL -2 1, 2, & 3 L110A MECH. CLOSET CONC -1 NONE PT -3 CD- 5 /PT -1 PT -1 METAL STAIR RAILINGS TO BE PAINTED USING PT -10. STRINGERS TO BE PT -10. STAIRWELL PIPES TO BE PT -3. PRIME PIPES OR USE DTM ALKYD ENAMEL. 1,& 2, L111 MEETING ROOM CPT -2C B -4 'WF -8 CG- 5 /PT -8 CG -4 PT -1 PT- 1 /PL -1A PL L111A MECH. CLOSET CONC -I NONE PT -3 CO- 5 /PT -1 PT -1 L112 WOMEN'S PUBLIC RESTROOM CT -6 B -2 CT -6, WF -3 CG- 2 /PT-8 PT -1 ',PL -9, PL -7 PAINT PLYWOOD APRON UNDER VANITY TOP W /PT -1 IN EGG SHELL ENAMEL. REFER ALSO TO DETAIL DRAWINGS L113' CUSTODIAL' CONC -1 B -8 PT -3 CO- 5 /PT -1 PT -1 L114 MEN'S PUBLIC RESTROOM , '. CT -6 B -2 CT-6, WF -3 CG- 2 /PT -8 PT -1 FL -9, PL -7 PAINT PLYWOOD APRON UNDER VANITY TOP W /PT -1 IN EGG SHELL ENAMEL. REFER ALSO TO DETAIL DRAWINGS L115. BUSINESS OFFICE CPT-7 B -8 WF= S /PT -3. CD -4 PT -1 PT -1 FOR SHUTTER L116 BREAKFAST BUFFET CT -6 B -2 WF- 5/PT -3' CG -6 PT -1 PL -3 REFER ALSO TO DETAIL DRAWINGS PROVIDE WASHABLE CEILING PANELS L117. MEETING ROOM STORAGE CONC -3 B -8 PT -3 CO- 5 /PT -3 PT -1 L2199 GUEST LAUNDRY CT -6 8 -2 WF -1 CG -4 PT -1 PL -12 L235 CORRIDOR CPT -2C B-4 WF - 9 CD- 3 /PT -5 PT -1 WF -9 ACOUST. PANELS 1" BELOW CLG. & 4" A.F.F. PAINT GYP. BEHIND PT -6. PROVIDE WF -I W /PT -5 ABOVE WOOD MOULD AT WALLS NOT RECEIVING SF -9 PANELS L334 MAINTENENCE CONC -1 NONE PT -3 CG- 5 /PT -1 PT -1 L335 CORRIDOR CPT -2C B-4 WF -1 CG- 3 /PT -8 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH. NO KNOCKDOWN TEXTURE. L338 ATTIC GUESTWING FINISH SCHEDULE ROOM LOCATION (GUESTWING) FLOOR BASE WALLS CEILING DOORS /FRAMES (IF APPLICABLE4 MILL WORK COMMENTS 336 ELEVATOR VESTIBULE CPT -2C B -4 WF -1 CG- 3 /PT -5 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 402A VENDING CT -6 B -2 WF -1 CG -4 PT -1 PL -11 403A VESTIBULE CPT -2C B -4 WF -1 CG- 3/PT -5 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 423 LINEN • CONC -1 NONE PT -3 CO- 5 /PT -1 PT -1 • PT -1 4 4 1 7A ELECTRICAL ROOM ! CONC -1 NONE PT -3 CS- 5 /PT -1 PT -1 PT -11 400 & 436 CORRIDOR ,CPT -2 CPT- 2A, CPT-2C. SEE FLR. PLAN FOR LOCATION 8 -4 WF -1 CG- 3 /PT -5 PT -1 PL -12 ® WINDOW SEAT /LEDGE WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 402 ELEVATOR VESTIBULE CPT -2C' 8 -4 WE -1 CG- 3 /PT -5 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 423A ELEVATOR VESTIBULE CPT-2C • B -4 WF -1 CD- 3 /PT -5 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 435 STORAGE CONC -1 ' ,NONE • PT -3 • CO- 5 /PT -1 PT -1 436 CORRIDOR CPT- 2,CPT- 2A, CPT -2C SEE FLR. PLAN FOR LOCATION. • 8 -4 WF -1 CG- 3 /PT -5 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 436A ELEVATOR VESTIBULE CPT -2C B -4 WF -1 CG- 3 /PT -5 PT -1 PT -1 WALL AREA ABOVE WOOD PICTURE MOULD TRIM PAINTED PT -5, SMOOTH, NO KNOCKDOWN FINISH. 1, 2, & 3 STAIRWELLS CPT -2C ON ENTRY LANDING & CPT -7. ON TREADS, RISERS AND SWITCHBACK LANDING. CT -6 ® ALL ENTRIES ON 1ST FLR. ONLY. B -2 ON THE 1ST FLOOR ONLY. B -8 ALL OTHER LOCATIONS.' WF- 6 /PT -3 00- 3 /PT -5 & CG- 2 /PT -8 © UNDERSIDE OF RUNS & LANDINGS PT -1 METAL STAIR RAILINGS TO BE PAINTED USING PT -10. STRINGERS TO BE PT -10. STAIRWELL PIPES TO BE PT -3. PRIME PIPES OR USE DTM ALKYD ENAMEL. 1,& 2, ELEVATOR CABS CPT -2C NONE SEE SPECS. SEE SPECS. SEE SPECS. SEE SPECS. 10 -1'11 dwq rog-00 ABBREVIATIONS B - BASE CG - CEILING FINISH CONC- CONCRETE (SEE PAINT) CPT - CARPET CT - CERAMIC TILE PL - PLASTIC LAMINATE PT - PAINT STN- STAIN WF - WALL FINISH GENERAL NOTES 1. SEE ID IN ISH INDEX AND -152 LEGEN F DS. RECEIVED CITY OP TUKWILA AUG 1 3 1998 PERMIT CENTER 0 CC z Z Z W U? Q O < _J A Y CC z U LLI z GARY D TOED STATE OF WASHINGTON DID SET Z W co E z U 5 co 0 Q < CV Z VJ REGISTE ARCHITECT ■s i 11 s�� ■q NI �'� ■' is • *m ai r 4148 North 48th Street Phoenix, Arizona 85018 (602) 840-2795 FAX (802) 840 -9469 Job# 97- 3004,01 Date: 4 -15-98 Sheet Description: FINISH SCHEDULE Revision: A A Q Architecture/ Planning/ Landscape Architecture Sheet ID101 Shts. CERAMIC TILE LEGEND SEE LANDSCAPE AND ARCHITECTURE FOR EXTERIOR ACCENT TILE. INTERIOR WALL FINISH LEGEND FOR FIANDRE TILE FOR: AMERICAN OLEAN TILE CONTACT: CYNTHIA GARZA LOPEZ CONTACT: JOHN BOYD @ TRAVIS ® FAX : 210.822.3617 OR SYLVIA TILE SALES 0 512.478.8705 FOR TRANSCERAMICA 630.285.1110 NATIONAL PRICING. OR FAX ® 630.285.1109 CODE MATERIAL LOCATION COMMENTS WF -7 FULL WALL HEIGHT MIRRORS FITNESS ROOM C.F.C.I, REFER TO DETAIL PLAN CODE MATERIAL LOCATION COMMENTS WF -8 CONTACT: LES CARLEY OR HAYLEY TRAVIS AT 713- 623 -6272 LAQUINTA SPECIAL #1 COLOR #005 SHRIMP MEETING ROOMS /ALL WALLS C.F./C.I. CT -1 FIANDRE TILE TILE (POLISHED) COLOR: PEACH 16 "X 16" . LOBBY CORRIDOR, VESTIBULE, FRONT DESK, BREAKFAST BUFFET WALL AT COUNTER TOP. BRKFST BUFFET WALK AREA, FOUNTAIN SUROUND, LOBBY ACCENT BORDER C.F.C.I. REFER TO DRAWINGS FOR DETAILED LOCATIONS; GROUT- LATICRETE TRI -POLY FORTIFIED 1600 SERIES LATEX MODIFIED GROUT; COLOR: #561 PARCHMENT; ANTI - FRACTURE MEMBRANE - LATRICRETE #9236; 1 WIDE GROUT JOINT, REFER TO FLOOR FINISH PLAN. WF_9 DECOUSTICS # HIR I / 1 1/8" THICK. WALL PANEL WITH 2 CLIP MOUNTING HARDWARE MAHARAM TEK WALL 1000 FINISH - UNBACKED, FLAME TREATED FOR CLASS A FINISH CALL: DECOUSTICS (80G) 387 -3809 24 "W OR 48" WIDE PANELS PREFERRED 2ND FLOOR BALCONY WALLS C.F. /C.I. AT OUTSIDE CORNERS USE FOLD UP CORNER DETAIL. PROVIDE A 1" REVEAL AT TOP OF PANEL. PANEL BASWE TO REST ON LEVELING ANGLE CLIPS 4" A.F.F. (TOP OF BASE) SEE 0104 FOR LOCATION OF PANELS. CT -2 FIANDRE TILE ACCENT TILE (POLISHED) COLOR: GREEN CUT TO 16'X 16" ACCENT TILE AT LOBBY CORRIDOR AND MEETING ROOM CORRIDOR. TILE ON UPPER COUNTER AT FRONT DESK. SAME COMMENTS AS CT -1 WF -10 - DECOUSTICS #AP - 1 " WALL PANEL WITH MECHANICAL 2 -CLIP MOUNTING HARDWARE, MAHARAM TEKWALL (1000) FINISH - UN BACKED, FLAME TREATED FOR CLASS A FINISH. CALL: DECOUSTICS (800) 387 -3809 24' OR 48" WIDE PANELS PREFERRED LOBBY PLANT SHELF WALLS 0 FIREPLACE & BUFFET AND FIREPLACE BOOKSHELVES BACK WALL. PT -6 ON GYPSUM BEHIND PANELS C.F. /C.I. AT OUTSIDE CORNERS USE FOLD UP CORNER DETAIL. PROVIDE A I" REVEAL AT TOP OF PANEL. PANEL BASE TO REST (T LEVFL BA ANGLE CLIPS I" A.F.F. (TOP OF BASE) CT -3 FIANDRE TILE ACCENT TILE (POLISHED) COLOR: WHITE 4 "X 4" ACCENT SQUARE WITHIN CT -2 AT LOBBY & MTG. RM. CORRIDORS, SAME COMMENTS AS CT -1 A CT -4 FIANDRE TILE BORDER (POLISHED) COLOR: PEACH 16" X 16' CUT TO 8" X 16" (NOMINAL) LOBBY ACCENT BORDER, & LOBBY & MTG. RM. CORRIDORS. SAME COMMENTS AS CT -1 WF -11 KEMLITE GLASBORD FIBERGLAS REINFORCED PANELS- GLASBORD P SURFASEAL #PIF COLOR: 086 SILVER .090 THICK. CLASS "C" FIRE RATED PREP ROOM WALLS C.F. /C.I. GLASBORD COMES IN 4X8',9',10' &12' SHEETS CALL 1- 800 - 435 -0080 BASE LEGEND CT -6 CROSSVILLE CERAMICS A410 GREENBRIAR 8" X 8" (SEMI -GLOSS - NOT POLISHED) VENDING ROOMS. PUBLIC TOILET ROOMS, GUEST LAUNDRY, PREP., FIRST FLOOR STAIRWELLS AND OTHER 1ST. FLOOR LOCATORS AS SHOWN ON FLOOR FINISH PLANS. C.F.C.I. REFER TO DRAWINGS FOR DETAILED LOCATIONS; GROUT: LATRICRETE TRI -POLY FORTIFIED 1600 SERIES LATEX MODIFIED GROUT COLOR: #789 ANTI - FRACTURE MEMBRANE - LATICRETE #9236; 1/8" WIDE GROUT JOINT. CODE BASE DESCRIPTION LOCATION COMMENTS CT -12 AMERICAN OLEAN OCTAGON FLOOR TILE 6" K97 SNOW MIST FIELD TILE IN GUEST ROOM BATHROOMS. C.F.C.I. GROUT: LATRICRETE TRI -POLY FORTIFIIED 1600 SERIES LATEX MODIFIED; GROUT COLOR :#44 BRIGHT WHITE, ANTI- FRACTURE MEMBRANE, / COMPOSEAL GOLD 40 MIL CRACK ISOLATION WATER PROOFING, SHEET MEMBRANE OR NOBLESEAL 40 MIL CPE SHEET MEMBRANE B -2 CROSSVILLE CERAMICS A410 GREENBRIAR 4" H % 8" W 1ST. FLOOR STAIRWELL LANDING, ALL VENDING AREAS. PUBLIC RESTROOMS, OTHER 1ST. FLOOR LOCATIONS AS SHOWN ON FLOOR FINISH PLANS. C.F.C.I. NO BASE REQUIRED WHERE CERAMIC TILE FLOOR ABUTS TO ALUMINUM STOREFRONT WALL MATERIAL. - B -3 6" CUSTOM WOOD BASE. SEE DTL. 5/A701E FOR PROFILE. LOBBY, VESTIBULE, LOBBY CORIDORS TO OFFICES AND RESTROOMS, FRONT DESK CORRIDORS. C.F.C.I, • PAINTED PER SPECIFICATIONS CT -13 AMERICAN OLEAN ACCENT DOT #158 EMERALD ACCENT DOT IN GUEST ROOM BATHROOMS. C.F.C.I. GROUT:. LATRICRETE TRI -POLY FORTIFIiED 1600 SERIES LATEX MODIFIED; GROUT COLOR : #44 BRIGHT WHITE, ANT- FRACTURE MEMBRANE /COMPOSEAL GOLD 40 MIL CRACK ISOLATION WATER PROOFING, SHEET MEMBRANE OR NOBLESEAL 40 MIL CPE SHEET MEMBRANE , MILLIKEN, CPT 2D BASE CARPET HUNTER GREEN 4" HIGH CORRIDORS, MEETING ROOMS, ELEVATOR LOBBIES WHERE CARPET IS SPECIFIED, AND FRONT DESK, O.F.C.I. LOTUS CARPETS LQ VERDE PATINA U 2" BASE GUESTROOMS O.F.C,I, ALL CARPETED AREAS. CT -14 AMERICAN OLEAN COVE BASE #53419T #95 SNOW MIST COVE BASE IN GUESTROOM BATHROOMS C.F.C.I. GROUT: LATRICRETE TRI -POLY FORTIFIIED 1600 SERIES LATEX MODIFIED; GROUT COLOR : #44 BRIGHT WHITE, ANTI - FRACTURE MEMBRANE /COMPOSEAI GOLD 40 MIL CRACK ISOLATION WATER PROOFING, SHEET MEMBRANE OR NOBLESEAL 40 MIL CPE SHEET MEMBRANE MOHAWK CARPET/ NUE ARTISTRY ART /410 FERN 2 1/2" BASE EXERCISE ROOM O.F.C.I. MILLWORK 0 REG DESK TOE KICK (REG. WORK SIDE ONLY) SHERWIN '� `• - �" REGISTRATION DESK C.F.C.I. CT -15 AMERICAN OLEAN - OUTSIDE CORNER BASE SCR3419T OR SCL3419T (SPECIFY LEFT OR RIGHT) #95 SNOW MIST. OUTSIDE CORNER BASE IN GUEST BATHROOM C.F.C.I. GROUT: LATRICRETE TRI -POLY FORTIFIIED 1600 SERIES LATEX MODIFIED; GROUT COLOR : #44 BRIGHT WHITE, ANT- FRACTURE MEMBRANE /COMPOSEAL GOLD 40 MIL CRACK ISOLATOR WATER PROOFING, SHEET MEMBRANE OR NOBLESEAL 40. MIL CPE SHEET MEMBRANE, B -8 ': JOHNSONITE #CB -59 HEATHER GREEN, 4 " SALES OFFICE, MANAGERS OFFICE, WORKROOM, STAIRWELLS, LAUNDRY, HOUSEKEEPING & BREAK ARE O.F,C.I, PLASTIC LAMINATE LEGEND '.. B -9 BASE TO MATCH ' FIANDRE FIELD TLE (CT -1) COLOR: PEACH SIZE: 4 "H X 16 "W'. TOE KICK 0 REGISTRATION DESK, AND BREAKFAST BUFFET ONLY C.F. /C.I. SEE COMMENTS Fay CT -1 CODE MATERIAL LOCATION COMMENTS PL-1A FORMICA #4412 SHELL FRONT DESK AND BUFFET FACADE, MEETING ROOM CABINETRY FACADE REFER TO DWGS. FOR DETAILED LOCATIONS B -10 CUSTOM BUILDING PRODUCTS POLYBLEND GROUT ' #12 IVORY LOBBY CAST LIMESTONE FIREPLACE, FRONT LOBBY DESK SURROUND C.F.C.I. PL -1B .FORMICA #4417 SAGE FRONT DESK ACCENT PANELS REFER TO DWGS. FOR DETAILED LOCATIONS CEILING FINISH LEGEND PL -2 FORMICA #305 BAYOU OXIDE FRONT DESK EMPLOYEE CABINETRY SIDE /TOP, MEETING ROOM CABINETRY TOP; BUFFET TOP REFER TO DWGS. FOR DETAILED LOCATIONS CODE MATERIAL LOCATION COMMENTS PL -3 NEVAMAR S -2 -63T NATURAL BEIGE PREP. AREA MILLWORK REFER TO DWGS. FOR DETAILED LOCATORS PL -5 FORMICA #949 -58 WHITE MATTE FINISH LOBBY BUILT -IN BOOKCASE UNIT REFER TO DWGS, FOR DETAILED LOCATIONS CG -2 GYPSUM WALL BOARD, KNOCK -DOWN TEXTURE. PAINTED GUESTROOM BATHROOMS AND FURR - DOWNS, 1ST FLOOR GUESTROOM EXTERIOR CEILING PODS, LOBBY, LOBBY VESTIBULE. REFER TO REFLECTED CEILING PLAN FOR SPECIFIC LOCATORS AND EXTENT OF AREA PL -6 NEVAMAR #S -7 -38T MELLOW WHITE - TEXTURED, ARP SURFACE LOBBY ACCESSORY LEDGES (OVER BREAKFAST BAR AND FIREPLACE) REFER TO DWGS. FOR DETAILED LOCATIONS CG -3 . SPRAYED ACOUSTICAL TEXTURE, PAINTED MEDIUM TEXTURE GUEST ROOMS AND CORRIDORS AT FLOORS 2 AND ABOVE. REFER TO REFLECTED CEILING PLAN FOR SPECIFIC LOCATIONS AND EXTENT OF AREA PL -7 FORMICA #301 -58 SHELL OXIDE PUBLIC RESTROOM PARTITIONS REFER TO DWGS. FOR DETAILED LOCATIONS CG -4 ARMSTRONG LAY -IN CEILING H90 BEVELED GRID T TO R MATCH MATCH. ' WIIILE TH O COLOR LOR GRID, COLOR OF GRID (WHITE). GUEST ROOM CORRIDORS AT 1ST, FLOOR ONLY; MANAGERS OFFICE; WORKROOM, PUBLIC CORRIDOR TO MANAGERS OFFICE, SALES OFFICE, MEETING ROOMS, FRONT DESK CORRIDORS, VENDING POOMS, GUEST LAUNDRY MEETING ROOM CORRIDORS, ELEVATOR LOBBIES, PUBLIC TELEPHONE CORRIDOR. REFER TO REFLECTED CEILING PLAN FOR SPECIFIC LOCATIONS AND EXTENT OF AREA PL -9 CORIAN CAMEO WHITE GUESTROOM BATHROOM VANITY TOP AND SKIRT, DRY VANITY, TOWEL SHELF AND BRACKETS, TUB SURROUND, PUBLIC RESTROOM VANITY TOP AND SKIRT. 1/2" THICK TOP , 1/4" THICK APRON AND SPLASHES 1/4" THICK TUB SURROUND. O.F. /C.I. PL -10 PIONITE SG203 PUMICE SUEDE FINISH T.V. LEDGE 0 SUITES REFER TO DWGS. FOR DETAILED LOCATIONS CG -5 PAINTED, NO TEXTURE STORAGE ROOMS, MECHANICAL ROOMS, HOUSEKEEPING OFFICE, HOUSEKEEPING BREAKROOM, EMPLOYEE TOILET ROOM, LINEN, TV ON DEMAND, LINEN CHUTE AND HOUSEKEEPING AREA; LOBBY CEILING, FRONT DESK CEILING & SOFFIT; STAIRS ® UNDERSIDE OF RISERS &LANDING; MEETING ROOM SOFFITS, PUBLIC RESTROOM CEILING; BREAKFAST BAR SOFFIT0'. T- PL -11 VALSO ^DART 4634 -60 STORM NEBULA HOUSEKEEPING /GUEST LAUNDRY / BREAKROOM CABINETS WORKROOM & MANAGERS OFFICE MILLWORK INCLUDING COUNTERTOPS. REFER TO DWGS. FOR DETAILED LOCATIONS ARMSTRONG LAY-IN CEILING y FRE GUARD T 8' PRELUDE PLUS EXPOSED TEE GRID 111TH ALL ALUMINUM CAPPING ( (WHITE) PREP AREA REFER TO REFLECTED CEILING PLAN FOR SPECIFIC LOCATIONS AND EXTENT OF AREA PL -12 WLSONART #5433 -60 VICUNA CORRIDOR RANDOM SEAT /LEDGE REFER TO DWGS. FOR DETAILED LOCATIONS FL -13 FORMICA #459 -58 BRIGHT WHITE FOLDING TABLE TOP IN MAIN LAUNDRY AREA FITNESS ROOM TV SHELF DECOUSTICS 1" MEAT CLARE PANEL MOUNTED DIRECTLY' TO THE UNDERSIDE OF THE FIRE RATED SHEET ROCK CEILING USING THE SYSTEM C MOUNTING SYSTEM, NRC OF .85.' CALL: DECOUSTICS (800) 3B7 -3809 LOBBY ATRIUM CIELING AT 18' -8" A.F.F. C.F. /C.I. AT THE PERIMETER REST THE CUT PANEL EDGE ON AN ALUMINUM "L" WALL MOLD. BUTT JOINT 4'- 0 "X4' -0" MODULE. ` INTERIOR PAINT LEGEND CODE. COLOR MFGR. FINISH LOCATION COMMENTS , CARPET / RESILIENT FLOORING LEGEND PT_1 PT -2 SSW 1900 LUMINOUS WHITE. . 'PL -222 WHITE SHERWIN WILLIAMS SUPERIOR COATING PRO -MAR 200, SEMI -GLOSS ALKYD ENAMEL LAOUER SEMI -GLOSS ENAMEL GUESTROOMS; MANAGERS OFFICE; SALES OFFICE; WORKROOM; MEETING ROOMS; STORAGE ROOMS; MECH. ROOMS; GUEST LAUNDRY; FITNESS ROOM; VENDING ROOMS; LOBBY; LINEN ROOMS; PUBLIC TELEPHONE CORRIDOR; INTERIOR VESTIBULE LOBBY DOORS; LOBBY WINDOWS; BUILT -IN TOWEL SHELVES, 2nd & 3rd FLOOR GUEST BATH. BASE BOARDS; COLUMN SHAFT; COLUMN COLLARS;' COLUMN BASES; DOORS; TRIM AND, BASE BOARDS,. WOOD CEILINGS; MOLDING AND DOOR FRAMES; WOOD SHELVING IN STORAGE ROOMS; LOBBY WINDOW FRAMES; LOBBY BOOKSHELVES. SUITE BASE CABINET MILLWORK CODE DESCRIPTION LOCATION COMMENTS EXTENDED STAY GUESTROOMS, 2nd & 3rd FLR, SUITES. BUILT -IN CABINET DOORS SHALL BE PAINTED WITH DOUBLE SCORING. DOORS /CABINETS FURISHED AND INSTALLED BY MILLWORK SUBCONTRATOR CPT -2 MILLIKEN RUG W/ ROPE DESIGN BORDER W/ CUSHION - TRED -MOR PAD (DOUBLE STICK INSTALLATION) CORRIDOR RUNNERS O.F. /C.I. CONTRACTOR TO PROVIDE STRIPED TEED DIMENSIONS 10 OWNER THREE MONTHS PRIOR TO CARPET INSTALLATION FOR COORDINATION NAT'! MILLIKEN PT -3 SW 1101 CHINA DOLL SHERWIN WILLIAMS PRO -MAR 205. LATEX SEMI -GLOSS ENAMEL MANAGERS OFFICE; SALES OFFICE; WORKROOM; LAUNDRY; HOUSEKEEPING; STORAGE ROOMS; STAIRWELLS; EXERCISE ROOM; MECHANICAL ROOMS; LINEN ROOMS, PIPING IN STAIRWELLS (THAT DO NOT OFFEND CODE). WALLS; STAIRWELL PIPING: PRIME PIPES OR USE DMT ALKYD ENAMEL. CPT -2a MILLIKEN MEDALLION INSERTS AT GUEST ROOM PODS - TRED MOR PAD (DOUBLE STICK INSTALLATION. CORRIDOR GUESTROOM PODS OF. /C.I. CONTRACTOR TO PROVIDE VENTED FIELD DIMENSIONS TO OWNER THREE MONTHS PRIOR TO CARPET INSTALLATION FOR COORDINATION WITH MILLIKEN CPT -2b MILLIKEN SOLID HUNTER GREEN FOR IN -FILL AT GUEST ROOM ENTRIES ABUTTING CPT -2F (IF APPLICABLE). CUSHION TRED -MOR CARPET PAD (DOUBLE STICK INSTALLATION). CORRIDORS O.F. /C.I. CONTRACTOR TO PROVIDE HERDED FIELD DIMENSIONS TO OWNER THREE MONTHS PRIOR TO CARPET INSTALLATION FOR COORDINATOR NTH MILUKEN PT -5 SW1900 LUMINOUS WHITE SHERWIN WILLIAMS PRO -MAR 200. LATEX FLAT WALL PAINT CORRIDORS; GUEST ROOMS; STAIRWELLS; LOBBY DROPPED CEILINGS. WALL ABOVE CEILING TRIM MOULDING FINISH SHALL ALL BE SMOOTH. NO KNOCK -DOWN. ALL POPCORN TEXTURED CEILING PT -6 SW 1032 CITY LOFT SHERWIN WILLIAMS PRO -MAR 200, LATEX EGG -SHELL ENAMEL GUESTROOM SLEEPING AREAS; BATHROOMS AND VESTIBULES. ALL WALLS SHALL BE KNOCK -DOWN BELOW CEILING TRIM MOULDING. CPT -2c MILLIKEN CORDOVA FIELD PATTERN W/ CUSHION TRED-MOR. (DOUBLE SLICK INSTALLATION) MEETING ROOMS; ELEVATOR LOBBIES; STAIRWELLS ® CORRIDOR LEVELS ONLY; ELEVATOR CABS. O.F. C.I, CONTRACTOR TO PROVIDE VERIFIED FIELD DIMENSIONS TO OWNER 1NREE MONTHS PRIOR TO CARPET / INSTALLATION FOR COORDINATION MTH MILLIKEN PT -8 SW1900 LUMINOUS WHITE SHERWIN WILLIAMS PRO -MAR 200, LATEX EGG -SHELL ENAMEL VESTIBULE ® 3rd FLR, SUITES; PREP ROOM; GUEST ROOMS: LOBBY; LOBBY VESTIBULE; PUBLIC RESTROOMS; REGISTRATION; MEETING ROOM; GUEST ROOM FURR - DOWNS. ALL KNOCK -DOWN CEILINGS A SMOOTH SOFFITS. -_ CPT -2d SEE B -4 (BASE LEGEND) PT -10 SW 1202 POSH VOYAGE SHERWIN WILLIAMS PRO -MAR 200, SEMI -GLOSS ALKYD ENAMEL STAIRWELLS: LOBBY BALCONY RAILINGS ALL INTERIOR METAL RAILINGS - CPT-2e MILLIKEN ENO CAPS FOR CPT 2F, W/ CUSHION TRED -NOR (DOUBLE STICK INSTALLATION) CORRIDORS O.F. /C.I. CONTRACTOR TO PROVIDE WRITES FIELD DIMENSIONS TO OWNER THREE MONTHS PROM TO CARPET INSTALLATION FOR COORDINATION VAIN MILUKEN 5TN -1 STAIN TO. MATCH FORMICA 4412. SHELL SEMI -GLOSS FRONT DESK; BUFFET TRIM; MEETING ROOM CABINETRY TRIM; PUBLIC TELEPHONE TRIM. TRIM C FRONT DESK A BUFFET; PUBLIC TELEPH. & MTG. RM. 'CABINETRY CONE -1 CLEAR SEAL COAT SMOOTH FINISH CONCRETE STORAGE ROOMS; MECHANICAL ROOMS; ELEVATOR EQUIPMENT ROOMS. FLOORS TO BE SEALED. CPT -2f MILLIKEN RUNNER 6'0" W (SAME PATTERN AS CPT -2; IF CONDITIONS CALL FOR OVER 23' -6 "). W /CUSHION TRED -MDR (DOUBLE STICK INSTALLATION) CORRIDORS O.F. /C.I. CONTRACTOR TO PROVIDE VERIFIED FELD DIMENSIONS TO OWNER THREE MONTHS PRIOR TO CARPET INSTALLATION FOR COORDINATION WITH MILUKEN CONC -3 POSH VOYAGE SW1202 SHERWIN WILLIAMS SANDED TILE CLAD Ti EPDXY PAINT FLOORS IN LAUNDRY, HOUSEKEEPING, BREAK ROOM WITH PARTICULATE ADDED TO BRING C.O.F. TO 6 TWO COATS MINIMUM REQUIRES 72 HOURS PER - COAT CURING SUE. CPT -2g MILLIKEN SMALL PATTERN CARPET WITHOUT BORDER TRIM W/ CUSHION TRED -NOR (DOUBLE STICK INSTALLATION) LOBBY AND BEHIND FRONT DESK 0.F./C.I. CONTRACTOR TO PROVIDE HERPES FIELD SMENSI OVS TO ONNER THREE MONTHS PRIOR TO CARPET INSTALLATION FOR COORDINATION 'MTH MILUKEN _- - INTERIOR WALL FINISH LEGEND CODE MATERIAL LOCATION COMMENTS. LOTUS LQ VERDE. PATINA. INSTALLED OVER SUPREME 40 OZ. PAD GUEST ROOMS (STANDARD) O.F. /C,1, CPT -5 LOTUS LQ VERDE PATINA,' DIRECT GLUE -DOWN GUEST ROOMS (BARRIER FREE O.F. /C,I. WF -1 '. #10- 5438/76 COLOR:BISQUE TYPE 11: 54" WIDE CALL: JIM MOODY AT 800 - 611 -5870 FOR NATIONAL DISCOUNT LOBBY, LOBBY VESTIBULE, LOBBY CORRIDOR, ELEVATOR LOBBIES, ADMIN, CORRIDOR, GUESTROOM CORRIDORS, MEETING ROOM CORRIDORS, GUEST LAUNDRY, VENDING AREAS AND PUBLIC TELEPHONE AREA. C.F. /C.I. CPT -6 DECOGARD RECESSED PEDIMAT (4' -3" X 5'- 10 ")W/ TEAL FRAME, & #9318 AQUA CARPET INLAY STRIPS. LOBBY VESTIBULE RECESS MOUNTED PEDIMAT AT VESTIBULE ONLY REFER TO DETAIL DRAWINGS FOR INSTALLTION (C.F./C.I.) CPT -6A DECOGARD SURFACE MOUNTED PEDIMAT W/ TEAL FRAME & 9318 AQUA CARPET INLAY STRIPS 6'O "W X 4'0 "D EXTERIOR LOBBY ENTRANCE AT PORTE COCHERE AND EXTERIOR REAR -LOBBY DOORS TO COURTYARD NOTE: C,F. /C.I. SURFACE MOUNTED. WF -2 TRI -KES #SAN 15 CONTACT: JENNIFER WHITLEY 0 800- 200 -8120 FRONT DESK BACK WALL A SCREEN WALL REFER TO DWGS. FOR LOCATIONS; C.F. /C.I. WF -3 WALLPAPER: MONTCALM GEO 54 "W - #1 -BRGN -103 - FOR WALLS BORDER: OAK LEAF 0 -BRGN -100 CALL RHONDA MAXFELT AT 800 -282 -7126 EXT. 319 PUBLIC RESTROOM WALLS/ MEN & WOMEN C.F. /C.I. CPT -7 MOHAWK - NUE ARTISTRY ART / 410 FERN, DIRECT GLUE DOWN FOR ALL AREAS EXCEPT EXERCISE ROOM. SALES OFFICE. MANAGER'S OFFICE, EXERCISE ROOM, WORK ROOM, STAIR TREADS AND RISERS, STAIRWELL, INTERMEDIATE LANDINGS (SWITCHBACK) (0.F./C.I.) NOTE: INSTALL OVER TRED - MOR PAD USING DOUBLE -STICK INSTALLATION IN EXERCISE ROOM. irjekleDge WF -5 SPLATTER KNOCK -DOWN, PAINTED GUESTROOM WALLS. GUESTROOM BATHS, SALES OFFICE, MANAGERS OFFICE, WORKROOM, FITNESS ROOM, PREP AREA. C.F.C.I. REFER TO PAINT LEGEND FOR COLOR SELECTION. WF -6 PARGE COAT OR BROWN COAT W /TOP FINISH COAT /PAINT PT -3. STAIRWELLS C.F.C.I. JSonrhez 4 !Q /199? 1n -v1.1e dwn s w s 0 0 A A BARNS TOGO STATE OF WASHING 1110 SET Z LLJ N Z Z Q H \\ Q � 0 i_ 0 �Qp Wa V! Revision: Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004,01 Date: 4 -15-98 Sheet Description: FINISH INDEX Sheet ID102 O CRYOF Tukw)LR AUG 1 3 in$ PERMIT CENTER Shts. CPT -7 ON TREADS, RISERS, & LANDING. W/ B -8 BASE ® LANDING PT -10 ON CPT -2A -- CPT -2E CPT -2C CPT -4 TYP. GUESTROOMS , NE Kew i Cpl CONC -1 ELEV. EQUIP. CPT -2C LOBBY CPT -2G FOR LOBBY FLOOR FINISH INFO. SEE SHEETS ID -109 AND ID-110 42 1 CPT -2G MEETING ROOM CPT -2C SCPT -0 CPT -2C A.1 el 8084 FIRST FLOOR BASE AND FLOOR FINISH PLAN 3/32 GE4E PT 2 STAIR UNDRY CPT -2E CONC -3 CPT -2B CPT -2E -5 TYP. ® B.F. GUESTROOMS 11371 IOW •9119 wry 11281 CONC -1. . a1 ti F 4. ' �1 • . MO ON /, CPT -7 ON TREADS, RISERS. & LANDING. LANDING PT -10 ON STRINGER CPT -2A CPT -2A 1125A1 CORRIDOR CPT -F INGER NORTH CPT -2C- CPT -7 ON TREADS, RISERS, & LANDING. W/ B -B BASE ® LANDING PT -10 ON, STRIPPING 4. /o ^•_ 0 F Q IRST FLOOR BASE AND FLOOR FINISH PLAN 3/32 " =1' -0" NORTH poi � GENERAL NOTES 1. SEE FINISH SCHEDULE /INDEX FOR FINISH SPECIFICATIONS ON SHEETS ID -101 A ID -102 2. EX. DEll o BASE FINISH CODE 3. CARPET IS TO BE DIRECT CLUE INSTALLATION IN ALL BARRIER FREE ROOMS. 4. SEE DTL. 4/15114 FOR TYPICAL ROOM SEAMING DIAGRAM -Ogg ( d A A A >- 0 CC Z Z 00 I'� � W W Q 0 _<5; M W Z U W Sheet ID103 GARY 0 T000 STATE OF WASHINGTON BID SET to Y M O z I'Y A CO 'r 1 Q ` ZZW Q Q w^ O -2- �� O Ewa < rn READ ARCHITEE 1 ■I'. " ". � iuiu ell 1111i1• .•;i1111:t IIII Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802)8409 Job# 97- 3004.01 Date: 4 -15 -98 Sheet Description: FIRST FLOOR BASE AND FLOOR FINISH PLAN Revision EC OF� AUG 1 3,1998 PERMITCEI!1Teq Shts. 12141 CPT -2A CPT -2A 12061 12041 12021 CPT -2C CPT -2C 1L = Q! " 11 171 CONC -1 STOR. CONC- STOR. 15 CONC -1 STOR. CONC -1.'. LINEN cxn FOR LOBBY FLOOR FINISH INFO. SEE SHEETS ID -109 CPT -2C CPT -2C CPT -2C CORRIDOR PT -4 TYP. GUESTR00MS ODA 12211 STOR. 210 CONC -3 ELEV. VEST. ® CPT -2C 1 2191 1 SECOND FLOOR A AND H PLAN 3/32 " =1'-0" 12381 T4 TYP. GUESTR A 12171 12361 ��71 : Walt , /, '', Kay te 71 z., , CPT -2C CPT -2 12371 12151 TOP. GUESTRO OM S B2 12351 CPT -5 TYP. 0 B.F. CUESTROOMS 1 213 1 12321 CPT -2A 12301 1 231 1 12281 12291 CPT -2A 12071 12261 12271 12051 12241 CPT -2 CPT -2A B2 1222.1 CPT -2 CORRIDOR 2231 CPT -2C CPT -2C CPT -7 ON TREADS, RISERS, & LANDING. W/ 8 -8 BASE 0 LANDING PT -10 ON STRIPPING ,ISonrhex 4/9 /1098 14 3,, 02 CPT -7 ON TREADS, RISERS, & LANDING. W/ 8 -8 BASE 0 LANDING PT -10 ON STRINGER 10-- +0; 1.4, SECOND 3/32 " =1' -0" FLOOR BASE AND FLOOR FINISH PLAN CPT -7 ON TREADS, RISERS, & LANDING. W/ B -8 BASE 0 LANDING PT -10 ON STRINGER NORTH 4 V 7 GENERAL NOTES 1. SEE FINISH SCHEDULE /INDEX FOR FINISH SPECIFICATIONS ON SHEETS ID -101 & 10 -102 2. EX. BASE FINISH CODE 3. CARPET IS TO BE DIRECT GLUE INSTALLATION IN ALL BARRIER FREE ROOMS. 4. SEE DR 4/ID114 FOR TYPICAL ROOM SEAMING DIAGRAM r431YO I to A 0 A Q BID SET Sheet !, 1D103.1 U Lid .cQ cc — i < Z Z W _ F- w . 0 5 0) C a d - J r � V1 ■... 11111 MN ® I® lb i■ el Architecture /' Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (802) 840 -2795 FAX (10 -9419 Job// 97- 3004.01 Date: 4-15 -98 Sheet Description: SECOND FLOOR' AND BASE FINISH PLANS Revision: OF 1T11(yye AUG 1 3 1998 Shts' B • CPT -2C CPT - STAIR 2C V.O.D. 1s CONC -1 CONC -1 STOR. FOR LOBBY FLOOR FINISH INFO. SEE SHEETS ID -109 AND ID -110 /'MAINTENANCE ®'CONC -1 CPT -2C CPT -2E CPT -4 TYP. 0 GUESTROOMS CPT -2A CPT -2A 13131 CPT -2A X 3091 CPT -2A 13061 THIRD FLOOR BASE AND FLOOR FINISH PLAN 4Th 3/32 "_7, -0" NORTH - 1 STOR. 301 CONC.-1 CONC -1 ELEC. CPT -2C CPT -2C. CPT -5 TYP. 0 B.F. GUESTRCOMS CPT -2A CPT -2A 1333 "I'll L MI1107 No. CORRIDOR CPT -2C CPT -7 ON TREADS, RISERS, & LANDING. IN/ 8 -8 BASE 0 LANDING PT-10 ON STRINGER 4/9/1998 14:40:42 IT- 104.dwq THIRD FLOOR BASE AND FLOOR FINISH PLAN 3/32 " =1' -0" CPT -7 ON TREADS, RISERS, & W/ B BASE ® LANDING PT -10 ON STRINGER mool GENERAL NOTES 1. SEE FINISH SCHEDULE /INDEX FOR FINISH SPECIFICATIONS ON SHEETS 15 -101 & I0 -102 2. EX. 03.a = BASE FINISH CODE 3. CARPET IS TO BE DIRECT GLUE INSTALLATION IN ALL BARRIER FREE ROOMS. 4. SEE DTI. 4/10114 FOR TYPICAL ROOM SEAMING DIAGRAM A ^ A L a 0 Z z 0O Z W Z QZ = z > < : Q < J J�Y FI Z U W Z MD SET Architecture/ Planning/ 'Landscape Architecture 4148 North 48th Street Phoenix; Arizona 85018 (602) 840-2795 FAX (602) 840 -9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: THIRD FLOOR BASE AND FLOOR FINISH Revision: Sheet 1D104, of TUI {Kryu AUG 3 1998 PERMtrQe ShtS. CPT -2A CPT - 2A CORRIDOR CPT -2A CPT -2A CPT -2A CPT-2A 14271 1 4211 CPT -4 TYP. GUESTROOMS B 4171 14151 e1 1 407 CONC - 1 STOR. Kale 1 404 1 CPT -2C CPT -2A r or '��,wr', •�U laJ�: i : T 4 . , 1 I. CPT -2 14281 14261 CPT -7 ON TREADS, RISERS, & LANDING. W/ 8 - 8 BASE O' LANDING PT -10 ON STRINGER 14241 A B 1r 1432 1430] CPT 2 �• °!'�'! STAIR CONC - 3 ELEC. 440 ELEV. VEST. 441 CPT - 2C 14381 14371 Wo21 T 14331 PT 1`�JI ►� mtv gw• '�!I 4311 14141 1 412 1 14101 NORTH lSonchez 3/32 " =1' - 0" 4 /g, r5 4 n in... 105 �1w� FOURTH FLOOR BASE AND FLOOR FINISH PLAN 3/32 " =1' -0" FOURTH FLOOR BASE AND FLOOR FINISH PLAN NORTH CPT -7 ON TREADS, RISERS, & LANDING. 0 L NDING PT -10 ON STRINGE CPT -2C FOR LOBBY FL00R. FINISH INFO. SEE SHEETS ID -109 AND ID -110 GENERAL NOTES 1. SEE FINISH SCHEDULE/INDEX FOR FINISH SPECIFICATIONS ON SHEETS ID -101 & ID -102 2. EX. = BASE FINISH CODE 3. CARPET IS TO BE DIRECT GLUE INSTALLATION IN ALL BARRIER FREE ROOMS. 4. SEE DTL. 4/ID114 FOR TYPICAL ROOM SEAMING DIAGRAM A RECEIVED CITY OF TUKWILA AUG 1 3 1998 PERMIT CENTER >- 4 0 CC • Z Z c Z F— w 0 m J J A Y CC D W F' z U u.i z z W _ CD' /� V� z >e, Q w0 Z o 5 CD W< Q Z .t.��t■ 111111P1111111111 ■I PI II AT,Ii.iiiim - gam a L Are Planning/ chitcture Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802)840 -9489 J 97- 004,01 Date: ob# 4 -15- Sheet Description: FOURTH FLOOR BASE AND FLOOR FINISH Revision: 0 Sheet ID105 Sht,s. r r race � . 11081 11071 EXERCISE ROOM LOBBY FOR. LOBBY SIGNAGE INFORMATION SEE SHEET ID -111. G.' M. R STOR. MEETING ROOM ART (CENTER ON. 0 SCONCES, SEE ELEC. OR R. C.P.) i oO SALES OFFICE CORRIDOR 100 „ w aftw it „ 14 11111! I" Let I FIRST FLOOR SIGNAGE PLAN 3/32 " =1' -0" 441911.1 S-4: ■ IsTiiit 11371 11321 11301 11291 NORTH FIRE PUMP ROOM 10 =LEC 1125A1 ORRIDO 11241 CORRIDOR ORRIDO 11251 1120 giie T-� T --- � - _ —� T 'AL.' inn swim a illit PA imo: : (0 ' ." 1 . ismit.1% r SIGNAGE NOTES . REFER TO SHEET I0 -118, DETAIL 1 FOR TYPICAL GUEST ROOM ELEVATIONS O REFER TO SHEET ID -118, DETAIL 2 FOR TYPICAL EXIT. ELEVATIONS, O REFER TO SHEET ID- 118,' DETAIL 3 FOR TYPICAL SIGNAGE ELEVATIONS. O VERIFY WITH OWNER LOCATIONS OF NON- SMOKING SIGNAGE AT GUEST ROOM TYP. © REFER TO SHEET ID -118, DETAIL 4 FOR TYPICAL ELEVATOR ELEVATION 0 REFER TO SHEET ID -118, DETAIL 5 FOR TYPICAL MEE ROOM ELEVATION, ® REFER TO SHEET 10 -118; DETAIL 6 FOR TYPICAL DIRECTIONAL SIGNAGE. O9 IF 38'0 SIGN IS REQUIRED,' REFER TO SHEET ID -118, DETAIL 7 FOR TYPICAL STAIR SIGNAGE, ▪ MOUNT ABOVE CARD READER CONFIRM DIRECTIONAL SIGNAGE 0 4 /Y,'199E 14: 5 0.106. dw9 FIRST FLOOR SIGNAGE PLAN O 3/32 " - 1 -0 4 111"11N ' NORTH NOTE: INTERIOR SIGNAGE' IS OWNER FURNISHED / CONTRACTOR INSTALLED SIGNAGE LEGEND Lo 2.1 2.2 3.0 6.0 - DOOR NUMBER PLATE, INTERIOR - NO SMOKING - SMOKE FREE LOBBY - GUESTROOM ACCESSIBLE - WOMEN /ACCESSIBLE 6.1 I - MEN /ACCESSIBLE 19.111 DIRECTIONAL LOBBY! MEETING ROOMS' VENDING 1 PUBLIC TELEPHONE' ROOMS 104 -1391 - ORECTIONAL FITNESS ROOM! ROSES 104 -139 1 - DIRECTIONAL LOBBY! MEETING ROOMS! FITNESS ROOM 1 ROOMS 104 -139 1 9.2.71 - DIRECTIONAL VENDING - GUEST LAUNDRY --- ROOMS 203 -239 ROOMS L204- L201�- 19.1.61 19.2.21 19.2.31 19.2.41 19.2.51 19.2.61 - DIRECTIONAL VENDING f GUEST LAUNDRY 1 ROOMS 203 -239 L201 -L204 f 1 - ( ,DIRECTIONAL ROOMS 303 -339 VENDING GUEST LAUNDRY ON 2ND FLOOR ROOMS L301 -L304 DIRECTIONAL ROOMS 322 -334 ! VENDING GUEST LAUNDRY ON 2ND FLOOR 1131 DIRECTIONAL ROOMS 303 -339 VENDING f GUEST LAUNDRY ON 2ND FLOOR ROOMS L301 -L304 1 1 9.3.11 19 3.2J [9.3.41 19.3.51 19.3.61 19.4 1 1 19.4.21 - DIRECTIONAL LOBBY -- ' MEETING ROOMS.- - .- PUBLIC TELEPHONES - VENDING ROOMS 104 -139 -- - DIRECTIONAL VENDING' ROOMS 104 -139' - DIRECTIONAL LOBBY! FITNESS ROOM' MEETING ROOMS' ROOMS 104 -139 - DIRECTIONAL ROOMS 222 -234 1 VENDING --- DIRECTIONAL, 1 VENDING ROOMS L201 -L204 f ROOMS 203 -239 'f - DIRECTIONAL GUEST LAUNDRY -- VENDING ROOMS 4 - DIRECTIONAL I ELEVATOR ROOMS 203 -239 1 DIRECTIONAL -- ROOMS 303- 3391 ROOMS L301- L3041 GUEST LAUNDRY ON 2ND FLOOR - DIRECTIONAL ROOMS 303- 339 1 ELEVATOR - DIRECTIONAL VENDING f ROOMS 303 -339 1 GUEST LAUNDRY I ROOMS L301 -L304 DIRECTIONAL VENDING' ON 3RD FLOOR ROOMS 434 -425 -- GUEST LAUNDRY ON 2ND - DIRECTIONAL' ROOMS 403- 439 -- VENDING ON 3RD FLOOR GUEST LAUNDRY ON 2ND FLOOR 19.4.31. - DIRECTIONAL ROOMS 403 -421 -- GUEST LAUNDRY ON 2ND FLOOR VENDING ON 3RD FLOOR FLOOR `9.4.4 DIRECTIONAL VENDING ON 3RD FLOOR ROOMS 403 -439 GUEST LAUNDRY ON 2ND FLOOR EMI a IEM 12.6 113.0.11 13.0.21 113.0.31 113.0.41 MM 40. - ME 46. - a 149.001 MEETING ROOM SIGN W/ SLIDING "IN USE INDICATOR - STAFF ONLY - SALES - FIRE ALARM PANEL ROOM - ELECTRICAL ROOM - ELEVATOR EQUIPMENT ROOM - MAIN ELECTRICAL ROOM - SPRINKLER VALVE ROOM DRY PIPE SYSTEM BOTTOM FLOOR EXIT 2 EXIT ON FIRST FLOOR - 3 EXIT ON FIRST FLOOR 4 EXIT ON FIRST FLOUR STAIRS - 5 TOP FLOOR EXIT ON FIRST FLOOR IN CASE OF FIRE USE STAIRWAY DO NOT USE ELEVATOR - POOL TOWELS NO DIVING POOL RULES.. LOADING ZONE ' EXTERIOR /DOORS LOCKED 24 HOURS - INTERIOR /DOORS LOCKED 24 HOURS CATE LOCKED - NO TRUCKS LOCK CARS WARNING SPA RULES STAFF ENTRANCE ONLY LA QUINTA COURTESY VAN PARKING FITNESS CENTER FITNESS CENTER RULES. AREA OF RESCUE ASSISTANCE (NOTE: PROVIDE 38.0 ONLY IF REQUIRED) VENDING AREA GUEST LAUNDRY CLEARANCE EVACUATION MAP P.M. CHECK -IN ENTRANCEISIGN EXTERIOR DIRECTIONAL GUEST LAUNDRY /FITNESS. ROOM LOCATION SIGN MEETING ROOM. OCCUPANT CAPACITY LECTURN SIGN, PUBLIC TELEPHONES ^ I VIRK RECEIVED CITY OF TUKWILA AUG 1 3 1998 PERMIT CENTER A a a Q O U'L o cc z O 0 ZW <Z z Z Z'� 1 ?Q 5 < ; < W Z Q Z Z m- 5 ED I- O W< I— J '- . Z f!) (5 w Z Sheet 1D106 BID SET Shts. Architecture'/ Planning/ Landscape Architecture 4148' North 48th Street Phoenix, Arizona 85018 (802) 840 -2795 FAX (802) 840 -9489 Job# 97- 3004.01 Date: 4- 15-98 Sheet Description: FIRST FLOOR SIGNAGE PLAN DETAILS Revision: ...®i.■ U..... ®I III I■ 11:1111.111111111 tido 4C MC 1 12101 1206 woe 4 (202 ELEV VEST. . 12091 12051 1203 STOR. BRAWN lcy ART (CENTER ON SCONCES, SEE ELEC. OR R.C.P.) s .15n1 e+ 4/9 /19QR 14.44 ID- 106.i .4w, WINDOW COVERING SIGNAGE NOTES O REFER TO SHEET ID -118, DETAIL I FOR. TYPICAL GUEST ROOM ELEVATIONS 0 REFER TO SHEET ID -118, DETAIL 2 FOR TYPICAL EXIT ELEVATIONS. Q REFER TO SH-18, ETAIL 3 FOR TYPICAL SIGNAGE EET ID 1 ELEVATI 0 VERIFY WITH OWNER LOCATIONS OF NON- SMOKING SIGNAGE AT GUEST ROOM TYP. O5 VERIFY 24.0 AND 24.1 LOCATIONS AT COURTYARD PRIOR TO INSTALLATION. O REFER TO SHEET ID -118. DETAIL 4 FOR TYPICAL ELEVATOR ELEVATION, Q REFER TO SHEET ID -118, DETAIL 5 FOR TYPICAL MEETING ROOM. ELEVATION. 0 REFER TO SHEET 10 -118, DETAIL 6 FOR TYPICAL DIRECTIONAL SIGNAGE. 09 IF 38,0 SIGN IS REQUIRED, REFER TO SHEET ID -118, DETAIL 7:, FOR. TYPICAL STAIR SIGNAGE. �0 MOUNT ABOVE CARD READER CONFIRM DIRECTIONAL SIGNAGE NOTE: INTERIOR SIGNAGE IS OWNER FURNISHED / CONTRACTOR INSTALLED 1.0 - DOOR NUMBER PLATE, INTERIOR 2.1 - NO SMOKING 2.2 - SMOKE FREE LOBBY !16 - GUESTROOM ACCESSIBLE 6.0 - WOMEN /ACCESSIBLE 6.1 - MEN /ACCESSIBLE 19.1.1 19.1.2 - DIRECTIONAL VENDING' ROOMS 104 -1391 19.1 19.1.41 - DIRECTIONAL LOBBY! MEETING ROOMS! VENDING ! PUBLIC TELEPHONE! ROOMS 104 -139! 9.151 - DIRECTIONAL FITNESS ROOM! ROOMS 104 -139 ! - DIRECTIONAL LOBBY! MEETING ROOMS!. FITNESS ROOM 1 ROOMS 104 -139 19:27 - DIRECTIONAL VENDING GUEST. LAUNDRY ROOMS 203 -239 -- ROOMS L204 -1201 — DIRECTIONAL ROOMS 222 -234 1 VENDING DIRECTIONAL i VENDING ROOMS L201 -L204 1 ROOMS 203 -239 1 19.1.61 19.2.21 19.2:31 19.2.41 DIRECTIONAL GUEST LAUNDRY VENDING -- ROOMS 203 -239 19.2.51 - DIRECTIONAL 1 ELEVATOR ROOMS 203 -239 1 19.2.61 19.3.21 19.3.41 19.4.21 19.4.31 SIGNAGE LEGEND DIRECTIONAL LOBBY- - MEETING ROOMS -- PUBUC TELEPHONES —.- VENDING —'— ROOMS 104 -139 --- - DIRECTIONAL LOBBY 1 FITNESS ROOM' MEETING ROOMS! ROOMS 104 -139 1 DIRECTIONAL VENDING! GUEST LAUNDRY] ROOMS 203,239 1 L201'.- L204'! - DIRECTIONAL ROOMS 303-339 -- VENDING GUEST LAUNDRY ,ON 2ND FLOOR ROOMS L301 -L304. -, DIRECTIONAL ROOMS 322 -3341 VENDING GUEST LAUNDRY ON 2ND FLOOR - DIRECTIONAL ROOMS 303 - 339.1 VENDING 1 GUEST LAUNDRY ON 2ND FLOOR ROOMS L301 -L304 ! - DIRECTIONAL ROOMS 403 -421 GUEST LAUNDRY ON 2ND FLOOR VENDING ON 3RD FLOOR 19.4. 12.0 CZ 12.6 1s.a i1 113.0.21 113.0.31 113.0.41 CZ 24.0x1 124.11 eas 149.DA1 - DIRECTIONAL VENDING ON 3RD FLOOR ROOMS 403 -439 — GUEST LAUNDRY ON 2ND FLOOR MEETIN ROOM SIGN W SUDING 'IN U INDICATOR STAFF ONLY - SALES - FIRE ALARM PANEL ROOM ELECTRICAL ROOM - ELEVATOR EQUIPMENT ROOM - MAIN ELECTRICAL ROOM SPRINKLER VALVE ROOM DRY PIPE SYSTEM BOTTOM FLOOR EXIT -- 2 EXIT ON FIRST FLOOR 3 EXIT ON FIRST FLOOR 4 EXIT ON FIRST FLOOR - STAIRS 5 TOP FLOOR EXIT ON FIRST FLOOR - IN CASE OF FIRE USE STAIRWAY DO NOT USE ELEVATOR - POOL TOWELS I ' - NO DIVING - POOL RULES 234 - LOADING ZONE - EXTERIOR /DOORS LOCKED 24 HOURS - INTERIOR /DOORS LOCKED 24 HOURS 2 - GATE LOCKED 0 - NO TRUCKS 29. - LOCK'. CARS WARNING 32. - SPA RULES - STAFF ENTRANCE ONLY 34. - LA QUINTA COURTESY VAN PARKING - FITNESS CENTER 37. - FITNESS CENTER RULES - AREA OF RESCUE ASSISTANCE (NOTE: PROVIDE 380 ONLY IF REQUIRED) 0 - VENDING AREA 40. - GUEST LAUNDRY - CLEARANCE - EVACUATION MAP', - P.M. CKECK -IN - ENTRANCE SIGN ' - EXTERIOR DIRECTIONAL - GUEST LAUNDRY /FITNESS ROOM' LOCATION SIGN - MEETING ROOM OCCUPANT CAPACITY LECTURN SIGN - PUBLIC TELEPHONES DIRECTIONAL ROOMS 303 - 3391 ROOMS. L301- L3041 GUEST. LAUNDRY ON 2ND FLOOR 19.3.51 DIRECTIONAL ROOMS 303- 3391 ELEVATOR 1 fN ..1 .. 9.3.6 - DIRECTIONAL 0 VENDING! ROOMS 303-339 1 !, GUEST LAUNDRY 1 1 ROOMS L-L 301 304 DIRECTIONAL VENDING ON 3RD FLOOR. ROO L -- GUEST MS LAUNDRY 434 -425 ON 2ND FLOOR - DIRECTIONAL ROOMS 403 -439 VENDING ' ON 3RD. FLOOR GUEST LAUNDRY ON 2ND FLOOR ' RECEIVED MY OF TUXNIILA AUG 1 3 1998 PERMIT CENTER Ile b 11 1116 11 1.11 L •'I:Iiu i al 0130 A Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix,' Arizona. 85018 (802) F 802)4840- -9489 Job/ 97- 3004.01 Date: 4 -15-98 Sheet Description: SECOND FLOOR SIONAOE PLAN Revision: A Q A A Sheet 1D1061 Shts. 1 308 1 1 305 1 r le pv I. \ STAIR ELEC. O VENDI STOR. 18 / MAINTENANCE 13 1 302 1 13171 WINDOW COVERING ORRIDO wO V THIRD FLOOR SIGNAGE PLAN 3/32/" =1' -0" NORTH ART (CENTER ON SCONCES, SEE ELEC. 00 R.C.P.) SIGNAGE NOTES O1 REFER TO SHEET ID -118. DETAIL 1 FOR TYPICAL GUEST ROOM ELEVATIONS O2 REFER TO SHEET ID -118, DETAIL 2 FOR TYPICAL EXIT ELEVATIONS. • REFO SHET I18, DETAIL 3 FOR TYPICAL ER T C D -1 ELEVATIDONS. O4 VERIFY WITH OWNER LOCATIONS OF NON- SMOKING SIGNAGE AT GUEST ROOM TYP. O5 VERIFY 24,0 AND 24,1 LOCATIONS AT COURTYARD PRIOR TO INSTALLATION. 4' REFER TO SHEET ID -118, DETAIL 4 FOR TYPICAL ELEVATOR ELEVATION, Q REFER TO SHEET ID -118, DETAIL 5 FOR TYPICAL MEETING ROOM ELEVATION ® REFER TO SHEET ID-115, DETAIL 6 FOR TYPICAL DIRECTIONAL SIGNAGE. O IF 38,0 SIGN. I5 REQUIRED, REFER TO SHEET ID -118, DETAIL 7 FOR TYPICAL STAIR SIGNAGE, �0 MOUNT. ABOVE .CARD READER. CONFIRM, DIRECTIONAL SIGNAGE NOTE: INTERIOR SIGNAGE IS OWNER FURNISHED / CONTRACTOR INSTALLED 19.1.21 19.1.31 19.1. 19.1.51 - DIRECTIONAL FITNESS ROOM ROOMS 104 -139 ! - DIRECTIONAL LOBBY! MEETING ROOMS! FITNESS ROOM / ROOMS 104 -139 DIRECTIONAL VENDING GUEST LAUNDRY ROOMS 203 -239 ROOMS L204 -L201 19.2.21 - DIRECTIONAL ROOMS 222 -234! VENDING 19.1.61 19.2.31 19 241 19.2.51 19.2.61 19,3,21 19.3.41 19.3.51 19.3.61 19:4.21 19.4.31 SIGNAGE LEGEND - DIRECTIONAL VENDING / ROOMS 104 -139' DOOR NUMBER PLATE, INTERIOR NO SMOKING SMOKE FREE LOBBY GUESTROOM ACCESSIBLE WOMEN /ACCESSIBLE MEN /ACCESSIBLE DIRECTIONAL LOBBY MEETING ROOMS --- PUBLIC TELEPHONES -- VENDING -- ROOMS 104 -139 DIRECTIONAL LOBBY' FITNESS ROOM' MEETING ROOMS! ROOMS 104 -139 f DIRECTIONAL LOBBY! MEETING ROOMS! VENDING PUBLIC TELEPHONE! ROOMS 104 -1391 - DIRECTIONAL f VENDING ROOMS L201 -L204 ROOMS 203 -239 ! - DIRECTIONAL GUEST LAUNDRY -- VENDING -- ROOMS 203 -239 / - DIRECTIONAL ! ELEVATOR ROOMS 203 -239 1 - DIRECTIONAL VENDING! GUEST LAUNDRY! ROOMS 203 -239 1 L201 -L204 ! - DIRECTIONAL ROOMS 303 -339 VENDING GUEST LAUNDRY ON 2ND FLOOR ROOMS L301 -L304 - DIRECTIONAL ROOMS 322 -334/ VENDING GUEST LAUNDRY ON 2ND FLOOR -, DIRECTIONAL ROOMS 303 -339 1 VENDING GUEST LAUNDRY ON 2ND FLOOR ROOMS L301 -L304 / - DIRECTIONAL ROOMS 303- 3391 ROOMS L301- L304 1 GUEST LAUNDRY ON 2ND FLOOR - DIRECTIONAL ROOMS 303- 339 I nt0ATOR f - DIRECTIONAL VENDING! ROOMS 303 -339 1 GUEST' LAUNDRY'. 1 ROOMS L301 -L304 - DIRECTIONAL VENDING ON 3RD FLOOR ROOMS. 434 -425 -- GUEST LAUNDRY'. ON 2ND FLOOR'. - DIRECTIONAL ROOMS. 403 -439 VENDING ON 3R0 FLOOR GUEST LAUNDRY ON. 2ND FLOOR I - DIRECTIONAL ROOMS 403 -421 -- GUEST LAUNDRY ON 2ND FLOOR VENDING ON 3RD FLOOR 19.4.41 ®' 12.0 ina 1 ma 1 13.0.11 113.0.21 113.0.31 113.0.41 1 17.. - 1 22. 124.001 124.1I 1 24. 26. 29. 32. 33. 34. EA 37. EA 1 149.0A1 - DIRE CTONAL VENDING ON 3RD FLOOR ROOMS 403 -439 �- GUEST LAUNDRY ON 2ND FLOOR - MEETING ROOM SIGN W/ SLIDING 'IN USE INDICATOR - STAFF ONLY - SALES - FIRE ALARM PANEL ROOM - ELECTRICAL ROOM - ELEVATOR EQUIPMENT ROOM - MAIN ELECTRICAL ROOM - SPRINKLER VALVE ROOM DRY PIPE SYSTEM _ 1 BOTTOM FLOOR EXIT -- - 2 EXIT ON FIRST FLOOR - 3 EXIT ON FIRST FLOOR - EXIT ON FIRST FLOOR - STAIRS 5 TGP FLOOR EXIT ON FIRST FLOOR - IN CASE OF FIRE USE STAIRWAY DO NOT USE ELEVATOR POOL TOWELS NO DIVING POOL RULES LOADING ZONE - EXTERIOR /DOORS LOCKED 24 HOURS - INTERIOR /DOORS LOCKED 24 HOURS - GATE LOCKED NO TRUCKS - LOCK CARS WARNING SPA RULES STAFF ENTRANCE ONLY LA OUINTA COURTESY VAN PARKING FITNESS CENTER FITNESS CENTER RULES AREA OF RESCUE ASSISTANCE (NOTE: PROVIDE 38.0 ONLY IF REWIRED) VENDING AREA GUEST LAUNDRY CLEARANCE EVACUATION MAP P. M. CKECK -IN ENTRANCE SIGN EXTERIOR DI REC TION AL GUEST LAUNDRY /FITNESS ROOM LOCATION. SIGN MEETING ROOM OCCUPANT CAPACITY - LECTURN SIGN PUBLIC TELEPHONES RECEIVED. crr CFTU4PL0I A AUG 1 3 1998 PERMIT CENTER BID SET CCUPA Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9489 Job# 97- 3004.01 Date: 4- 15-98 Sheet Description: THIRD FLOOR SIGNAGE PLAN ELEVATIONS DETAILS Revision: Sheet 1D107 Sht WINDOW COVERING 14201 14211 14381 SC CENER ON /�, CONCES, T SEE. ELEC. C.P. 4 I e� I!I!l111� �' 1 430 1 14091 1 407 1 14051 1.4251 14031 14221 CORRIDOR 14231 STAIR 14361 1 434 1 14321 1 437 1 SEE ELEC FOURTH FLOOR SIGNAGE PLAN 3/32" =1' -0" SIGNAGE NOTES REFER TO SHEET'10 -118, DETAIL 1 TYPICAL GUEST ROOM ELEVATION FOR O2 REFER TO SHEET ID -118, DETAIL 2 FOR TYPICAL EXIT ELEVATIONS. 03 REFER TO SHEET I0 -118, DETAIL 3 FOR TYPICAL SIGNAGE ELEVATIONS. O4 VERIFY WITH OWNER - LOCATIONS OF NON- SMOKING SIGNAGE AT GUEST ROOM TYP. O VERIFY 24.0 AND 24.1 LOCATIONS AT COURTYARD PRIOR TO INSTALLATION. © REFER TO SHEET ID -118, DETAIL 4 FOR TYPICAL ELEVATOR ELEVATION. Q REFER TO SHEET ID -116 DETAIL 5 FOR TYPICAL MEETING ROOM ELEVATION. OB REFER TO SHEET 6-118, DETAIL 6 FOR. TYPICAL DIRECTIONAL SIGNAGE. 09 IF ' SIGN IS REQUIRED, REFER TO SHEET ID -118, DETAIL 7 FOR TYPICAL STAIR SIGNAGE. MOUNT ABOVE CARD READER , CONFIRM' DIRECTIONAL ,SIGNAGE NOTE: INTERIOR SIGNAGE IS OWNER FURNISHED / CONTRACTOR INSTALLED 19.1.21 19.1.31 DIRECTIONAL LOBBY' MEETING ROOMS1 VENDING PUBLIC TELEPHONE! ROOMS 104 -1391 9.1.5 I - DIRECTIONAL FITNESS ROOM' ROOMS 104 -139 1 DIRECTIONAL LOBBY! MEETING ROOMS! FITNESS ROOM! ROOMS 104 - 139'1 CIRECTONAL. VENDING -- GUEST LAUNDRY, ROOMS 203 -239 ROOMS L204 -L201 2121 DIRECTIONAL ROOMS 22 -234 1 V - DIRECTIONAL N ^ 1 RO ING 1201- 1.2041 ROOMS 203 -239 1 19 .1. 6 1 19.4. I 19.2.31 19.2.41 (9.2.51 19.2.61 19.3.21 19,3;31 SIGNAGE LEGEND - DIRECTIONAL VENDING ROOMS 104 -1391 DIRECTIONAL LOBBY! FITNESS ROOM' MEETING ROOMS ROOMS 104 -139 1 DOOR 901.46E1 PLATE. INTERIOR NO SMOKING SMOKE FREE LOBBY GUESTROOM ACCESSIBLE WOMEN /ACCESSIBLE MEN /ACCESSIBLE DIRECTIONAL LOBBY - MEETING ROOMS -- PUBLIC TELEPHONES-- - VENDING ROOMS 104 -139 -- - DIRECTIONAL GUEST LAUNDRY -- VENDING -- ROOMS 203 -239 1 - DIRECTIONAL 1 ELEVATOR ROOMS 203 -239 1 - DIRECTIONAL VENDING! GUEST LAUNDRY! ROOMS 203 -239 1 L201 -L204 1' - DIRECTIONAL ROOMS. 303 -339 -- VENDING -^ GUEST LAUNDRY ON 2ND FLOOR ROOMS L301 -L304 ` - DIRECTIONAL ROOMS 322 - 334'1 VENDING -- GUEST LAUNDRY ON 2ND FLOOR - DIRECTIONAL ROOMS 303 - 339'.1 VENDING 1 GUEST LAUNDRY ON 2ND FLOOR ROOMS L301 -L304 - DIRECTIONAL ROOMS 403 -439 VENDING ON 3RD'. FLOOR GUEST LAUNDRY ON 2ND FLOOR - DIRECTIONAL ROOMS 403-421 GUEST LAUNDRY ON 2ND FLOOR VENDING ON 3R0 FLOOR 19.4.41 iG9J MD WO EC 113.0.1[ 113.0.21 1 13.0.31 113.0.41 I24.0XI 124.11 1 39. - 40. - 42. 43. 46. 48. I49.0A1 - DIRECTIONAL VENDING ON 3RD FLOOR ROOMS 403 -439 - GUEST LAUNDRY ON 2ND FLOOR MEETING ROOM SIGN W/ SLIDING 114 USE* INDICATOR STAFF ONLY SALES - FIRE ALARM PANEL ROOM ELECTRICAL ROOM - ELEVATOR EQUIPMENT ROOM - MAIN ELECTRICAL ROOM - SPRINKLER VALVE ROOM DRY PIPE SYSTEM BOTTOM FLOOR EXIT -- _ 2 EXIT ON FIRST FLOOR - 3 EXIT ON FIRST FLOOR - 4 EXIT ON FIRST FLOOR - STAIRS - 5 TOP FLOOR EXIT ON FIRST FLOOR - IN CASE OF FIRE USE STAIRWAY DO NOT USE ELEVATOR 17.01 POOL TOWELS NO DIVING ' POOL RULES LOADING ZONE - 'EXTERIOR /DOORS LOCKED 24'. HOURS INTERIOR /DOORS LOCKED 24. HOURS GATE LOCKED NO TRUCKS LOCK CARS WARNING, SPA RULES STAFF ENTRANCE ONLY LA bUINTA COURTESY VAN PARKING FITNESS CENTER FITNESS CENTER RULES AREA OF RESCUE ASSISTANCE (NOTE;.. PROVIDE 38.0 ONLY IF REQUIRED) VENDING AREA GUEST LAUNDRY CLEARANCE EVACUATION. MAP P.M. CKECK -IN ENTRANCE SIGN EXTERIOR DIRECTIONAL GUEST LAUNDRY /FITNESS ROOM LOCATION SIGN MEETING'. ROOM OCCUPANT CAPACITY - LECTURN SIGN - PUBLIC TELEPHONES - DIRECTIONAL - ROOMS 303- 3391 !i:t OOMS 01- 2N D FLOOR � 91 0 � .- DIRECTIONAL VENDING! ROOMS 303 -339 1 ! GUEST LAUNDRY ! ROOMS L301-L304 - DIRECTIONAL VENDING ON 3RD FLOOR, ROOMS 434 -425 GUEST LAUNDRY ON 2ND FLOOR RECEIVED CRY OF TUKWILA AUG 1 3 1998 PERMIT CENTER 4 0 CC z Z a O • W , 1 • W Vi � Q 0 r z W z � � REG AflCHIT 1111.111i11.■ evergo Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802) -9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: FOURTH FLOOR SIONADE PLAN Revision: A A A A A Sheet I D1 0 8 CA.Tl'D T STATE 01 WASNINGT ( L 0 Z CIJ o z W co - Z T W / � O • ''^ 5 VJ 0 O itC N Q CO BID SET of Shts. JSonchez 4/9/1998 14:55:46 ID- 109.dwg. CEILING. IB -41 1/2 RD AT 0 -4 BASE Sc DOORS. START BASE PAST FIRE CROWN OR WOOD NOTE: NO FIELD CUT TILE TO TIGHTLY CONFORM TO COLUMN BASE TYP. (CPT -6A) SURFACE MOUNTED ENTRY MAT C.F. /C.I. – FIELD VERIFY SIZE SALES CPT -7 OFFICE 1L1121 CT -1 CT 4 CORR 1 L1141 CPT -2G FIELD CUT TILE TO TIGHTLY CONFORM TO COLUMN BASE TYP. CARPET PATTERN DIRECTION FIELD CUT TILE TO TIGHTLY CONFORM. TO COLUMN BASE TYP. FIELD CUT TILE TO TIGHTLY CONFORM TO COLUMN BASE TYP. (VERIFY DIMENSIONS IN FIELD FOR ALL TILE CUTS) CPT -2G TELE. CONC -1 WORK ROOM CT -1 CUT TO FIT LOBBY 1L1031 PT -2G CARPET SEAM CT -1 TYP. CT 2 TYP. CT -3 CT -1 CT -4 CT -1 CUT TO FIT MTG. RM. STORAGE MEETING ROOM PROVIDE METAL TRIM AT ALL EXPOSED TILE EDGES. (CPT ) RECES A' ; DIM G.0 TO, Ce •RDI • TE RECESS TO RE MAT AND TIL FIN - ED.' SURFACES ARE 51 FIE 0 , , , ; , ,;Pr SIZE CPT -6A CPT -2C MECH. CLOSET MECH. CLOSET BASE NO CONC -1 — J BASE NO CONC -1 PUBLIC PHONES NOTE: NO — CROWN OR WOOD BASE PAST FIRE DOORS. START B -4 BASE & — 1 /2RDAT CEILING. B -4 EXPANDED LOBBY BASE AND FLOOR FINISH PLAN 3/16 " =1' –O" GENERAL NOTES 1. SEE FINISH SCHEDULE/INDEX FOR FINISH SPECIFICATIONS ON SHEETS ID -101 & 10-102 2. EX. EDI = BASE FINISH CODE 3. CARPET IS TO BE DIRECT GLUE INSTALLATION IN ALL BARRIER FREE ROOMS. 4, SEE DTI. 4/ID114 FOR TYPICAL ROOM SEAMING DIAGRAM NORTH 0 cc z 0 0 z W 0 a Z' = '^^ 4J z > a a o a� J W H z W z 1) z W 00 VJ cn z z W ~ 5 V' O 0 L ^ I a ', *i z J < i h ,, I SA08 ri� , �. REGIS ARCNITEC� OARA() TODD 55ATE OF WASHINGTON BID SET ■u•■ia■ ®I NI N■ -_,)-'aim= imff ta`ai • ammo ii Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (802) 840 -2795 FAX (802) 840 -9489 Job/ 97- 3004.01 Date: 4 -15-98 Sheet Description: LOOBY BASE AND FLOOR FINISH PLAN Revision: A Sheet 1D109 AUG 1 3 1998 PER MITCENTER Shts. $1 CEILING. 1/2 RD AT T 8 -4 BASE & DOORS. START �— BASE PAST FIRE CROWN OR WOOD NOTE: NO FIELD CUT TILE TO TIGHTLY CONFORM TO COLUMN BASE TYP. T -1 CT -4 (CPT -6A) SURFACE MOUNTED ENTRY MAT C.F. /C.I. — FIELD VERIFY SIZE 110„ < ( C CT -1 FIELD CUT TILE , , , TO TIGHTLY CONFORM. CT -4 TO COLUMN BASE TYP. .. irk SALES OFFICE CPT -7 FIELD CUT TILE TO TIGHTLY CONFORM TO COLUMN BASE TYP. (VERIFY DIMENSIONS IN FIELD FOR ALL TILE CUTS) LOBBY ILi01 C —1 T — 4 I CPT -2G REGISTRATION \ ! IL1041 FIELD CUT TILE TO TIGHTLY CONFORM TO COLUMN BASE TYP. CPT -2G CT -1 CUT TO FIT PT -1 B -3 CT -1 CT -2 TO FIT CT -1 CUT TYP. CT 3 TYP. CT -2 CT -1 CT— 4 CT 1 JSanrheT . 4 /9 /1449 14 57 :'R In dwq CPT COR' I 1 1141 EXPANDED LOBBY TILE PLAN 1 /4' =r — { N SEAM rn oocT NOTE: NO CROWN OR WOOD BASE PAST FIRE — DOORS. START B -4 BASE & 1/2 RD AT CEILING. IB -4 I ti CPT -6A CT —4. CT -1 MEETING ROOM MEETING ROOM CPT -2C PROVIDE METAL TRIM AT ALL EXPOSED TILE EDGES. CT -1 (CP RECES PEDI T G.0 TO I. ORI ATE RECESS TO SURE MAT AND TIL Fl • NED SURFACES ARE LUSH. C.F. /C.I.' — F LD SIZE 2 TRANSITION STRIP DETAIL NOT TO SCNE PORCELAIN TILE NOTE: PRUDE TRANSITION STRIP AT AU. CARPET / OLE LOCATIONS. NOTE: C.F. /GI. LI 1 NOTE; NEFE TO SPEOFICA710N$ FOR ADDITIONAL WFORMATICNI C.F. /C.I. () SECTION AT RECESSED PEDIMAT NOT TO'SGLLE CARPET WASTE w CARPET SEAM ENLARGED GUESTROOM SEAMING DIAGRAM NOT TO SCALE VINYL FILL AS REQUIRED CONTINOUS VINYL HINGE CARPET TREAD RAILS EXTRUDED ALUMIN M RAIL PEDANT II W/ ANGLE FRAME NOTE: BARRIER FREE ROOM CARPET TO BE DIRECT CLUE INSTALLATION. A 0 A Q A >- Q 0 Q CC Z Z 0 0 z We I W C 0 .�J Q CC I z U W z Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (80 ) -9489 Jab# 97- 3004.01 Date: 4 -15-98 Sheet Description: ENLARGED LOOBY TILE PLAN AND DETAILS Revision: Sheet ID110 OARV D TOES STATE OF WASHINGTON BID SET to z Id] co CC z � . I— a. z Z I - o 0<z r En ca f REOE ��vOF A. 1 ' 3 iSyB PERMTrc Shts. LOBBY FFacE LEGEND L-101 SOFA L-102 LOUNGE CHAIR L-103 ACCENT CHAIR L-104 COCKTAIL TABLE L-105 END TABLE L-106 CONSOLE TABLE L-107 ACCENT TABLE L-108 DINING CHAIRS (ARMLESS) L-109A SMALL DINING TABLE L-1098 LARGE DINING TABLE L-201 ART (CAFE BORDEAUX) 6'-6" A.F.F. TO TOP L-202 ARTWORK (6-6 A.F.F. TO TOP OF FRAME) L-501 TELEVISION L-502 HOUSE TELEPHONE L-601 PALM 0 ENTRY L-602 PALM 0 COLUMNS L-603 FICUS 0 COURTYARD DOORS L-604 PLANT M SOFA L-605 NOT USED L-606 NOT USED L-607 NOT USED L-608 FLORAL H CONSOLE TABLE L-609 FLORAL 0 BREAKFAST BAR L-610 NOT USED L-611 LOGO 0 FRONT DESK L-612 LAMPS M SOFT SEATING L-613 LAMPS 0 CONSOLE L-614 MIRROR (FRAME BOTF. 4" ABOVE CONSOLE) L-615 ACCESSORY 0 COCKTAIL TABLE L-701 READER BOARD L-702 VERTICAL BROCHURE HOLDERS L-703 HORIZONTAL BORCHURE HOLDERS L-704 POSTER HOLDER OFFICE fic WKRM. FF8cE LEGEND WINDOW COVERINGS OW-400 SHUTTER AT WORKROOM SMALL WINDOW OW-401 SHUTTER AT MANAGER & BREAKROOM OW-402 SHUTTERS AT REGISTRATION DESK MANAGER OFFICE OW-100 EXECUTIVE POSTURE CHAIR OW-101 OFFICE GUEST CHAIR OW-200 ARTWORK (HOMES1TE II) SALES OFFICE OW-102 DESK/DOUBLE PEDESTAL OW-103 CREDENZA/DOUBLE PEDESTAL OW-104 FILE CABINET (30" 4DR LATERAL) OW-100 EXECUTIVE POSTURE CHAIR OW-101 OFFICE GUEST CHAIR OW-201 ARTWORK (HOMESITE I) WORKROOM OW-105 FILE (VERTICAL 4 DR) OW-106 COMPUTER RACK/24" OW-106A COMPUTER RACK OW-107 SIDE TABLE SIGNAGE NOTES 0 REFER TO SHEET ID-118, DETAIL 1 FOR TYPICAL GUEST ROOM ELEVATIONS 0 Rgr DETAIL 2 FOR . 0 REFER TO SHEET ID-118, DETAIL 3 FOR TYPICAL SIGNAGE ELEVATIONS. 0 VERIFY WITH OWNER LOCATIONS OF NON- SMOKING SIGNAGE AT GUEST ROOM TYP. 0 VERIFY 24.0 AND 24 1 LOCATIONS AT COURTYARD PRIOR TO INSTALLATION, 0 REFER TO SHEET ID-118, DETAIL 4 FOR TYPICAL ELEVATOR ELEVATION. <t). REFER TO SHEET ID-118, DETAIL 5 FOR TYPICAL MEETING ROOM ELEVATION. <> L. . REFER TO SHEET 10-118, DETAIL 6 FOR TYPICAL DIRECTIONAL SIGNAGE. G IF TIe- STAIR SIGNAGE. <at MOUNT ABOVE CARD READER CONFIRM DIRECTIONAL SIGNAGE LAUNDRY/HSI-CP. FF84E LEGEND LH-100 BREAK ROOM TABLE (30" X 60") LH-101 BREAK ROOM CHAIR LH-102 HOUSEKEEPING DESK 01-103 DESK CHAIR LH-104 GUEST CHAIR LH-105 ALE CABINET (2 DRAWER) U-I-500 COMMERCIAL WASHER 50LB. LH-501 SPARE PARTS KIT FOR 75LB. GAS DRYER 5-I-502 COMMERCIAL GAS DRYER 75LB. U SPARE PARTS KIT FOR 75LB DRYER EM-504 MOUNTING H-BEAMS FOR SOLD WASHER LH-505 COMMERCIAL GAS DRYER 75LB. LH-506 RENDENTAL WASHER LH-507 MICROWAVE LH-508 REFRIGERATOR LH-509 LAUNDRY TRUCK 12 BUSHEL W/BAG LH-510 LAUNDRY TRUCK 10 BUSHEL W/BAG LH-511 LAUNDRY TRUCK 6 BUSHEL W/BAG LH-512 EXTRA HAND SHEET FOLDER 01-513 PLATFORM UFT (12 BUSHEL) LH-514 MAIDS CART LH-515 MAIDS CART BAGS LH-516 METRO SHELVING UNITS W/CASTERS U1-517 RUBBERMAID TRASH CART LB-518 WALL MOUNTED TELEPHONE 01-519 TELEPHONE FOR HOUSEKEEPERS LFI-520 MAIDS LOCKERS LH-700 HINES III TRASH CONTAINER, COLOR: TEAL (FOR ,GUEST LAUNDRY) , JSanche? 3/16"=1 0" 4/9/1998 15:4:38 ID-111 dwq L-503 STAIR I # OFFICE BUSINESS P-504 L-109 L-202 L-204 L-202 1 12.01—* L 109 TYP. SEE SHEET A706 FOR FIREPLACE DETAILS TELE. OW- 100 WORK ROOM L-105 LOBBY MGR'S OFFICE OW-105 OW-106 ABOVE L-106 L-611 L-L.08 L-611 L-104A L -101A SEE SHEETS ID-113 & ID-114 FOR TILE DIMENSION INFO. SEE SHEET A701A REGISTRATION FOR REG. DESK DETAILS O0 L-614 W 61 OW-402 L-206 ABOVE L-502 G -1G7 OW-101 CLEAR 48.0 1 OPP. HAND. MTG. RM. STORAGE 1•11 •11111 MI BM MI MI MN MI MI In MI 1=1 1=1 II 1 .1=1 ,==, ,==, -V \ F F CH. SET IL1 17A1 PHONES [L1 1 51 ENLARGED LOBBY FURNITURE / ACCESSORIES / & EQUIPMENT PLAN NOTE: INTERIOR SIGNAGE IS OWNER FURNISHED / CONTRACTOR INSTALLED DOOR NUMBER PLATE, INTERIOR 2.1 NO SMOKING - SMOKE FREE LOBBY - GUESTROOM ACCESSIBLE WOMEN/ACCESSIBLE - MEN/ACCESSIBLE 1 9.1.2 1 19.1.31 1 9.1.4 1 I 19.1.6 1 19.2.21 19.2.31 19.2.61 193.21 19.3.31 19.3.41 1 3 5 1 19,4.21 SIGNAGE LEGEND DIRECTIONAL LOBBY— MEETING ROOMS — PUBLIC TELEPHONES -- VENDING — ROOMS 104-139 - DIRECTIONAL VENDING 1 ROOMS 104-1391 - DIRECTIONAL LOBBY! FITNESS ROOM!, MEETING ROOMS1 ROOMS 104-139 1 - DIRECTIONAL LOBBY 1 MEETING ROOMS1 VENDING 1 PUBLIC TELEPHONE! ROOMS 104-139! - DIRECTIONAL FITNESS ROOM 1 ROOMS 104-139 I - DIRECTIONAL LOBBY 1 MEETING ROOMS! FITNESS ROOM! ROOMS 104-139 1 - DIRECTIONAL VENDING -- GUEST LAUNDRY — ROOMS 203-239 ROOMS L204-L201 DIRECTIONAL ROOMS 222-234 1 VENDING - DIRECTIONAL T ROCK4S 303- 33v ELEVATOR 1 - DIRECTIONAL VENDING 1 ROOMS 303-339 1 GUEST LAUNDRY 1 ROOMS L301-L304 - DIRECTIONAL VENDING ON 3RD FLOOR ROOMS 434-425 —.- GUEST LAUNDRY ON 2ND FLOOR - DIRECTIONAL ROOMS 403-439 --- VENDING ON 3RD FLOOR GUEST LAUNDRY ON 2ND FLOOR 19.4.31 19.4.41 ma a a a 113.0.11 113.0.21 113.0.31 113.0.41 a a a 124.001 DIRECTIONAL VENDING 1 ROOMS L201-L204 1 ROOMS 203-239 I E3 _ DIRECTIONAL GUEST LAUNDRY --- 1:31 VENDING ROOMS 203-239 I - DIRECTIONAL , ELEVATOR 1 ROOMS 203-239 - DIRECTIONAL VENDING! GUEST LAUNDRY' ROOMS 203-239 I L201-L204 DIRECTIONAL ROOMS 303-339 — VENDING -.— GUEST LAUNDRY ON 2ND FLOOR ROOMS L301-L304 - DIRECTIONAL ROOMS 322-334 1 VENDING -.— GUEST LAUNDRY ON 2ND FLOOR - DIRECTIONAL ROOMS 303-339 1 VENDING 1 GUEST LAUNDRY ON 2ND FLOOR ROOMS 1301-L304 1 - DIRECTIONAL ROOMS 303- 339 1 ROOMS L301- L304 GUEST LAUNDRY ON 2ND FLOOR a a 149.0A1 a - DIRECTIONAL ROOMS 403-421 — GUEST LAUNDRY ON 2ND FLOOR VENDING ON 3RD FLOOR - DIRECTIONAL VENDING ON 3RD FLOOR ROOMS 403-439 -- GUEST LAUNDRY ON 2ND FLOOR - MEETING ROOM SIGN W/ SLIDING "IN USE" INDICATOR - STAFF ONLY - SALES - FIRE ALARM PANEL ROOM - ELECTRICAL ROOM - ELEVATOR EQUIPMENT ROOM - MAIN ELECTRICAL ROOM - SPRINKLER VALVE ROOM DRY PIPE SYSTEM BOTTOM FLOOR EXIT 2 EXIT ON FIRST FLOOR 3 EXIT ON FIRST FLOOR 4 EXIT ON FIRST FLOOR - STAIRS TOP FLOOR EXIT FIRST FLOOR - IN CASE OF FIRE USE STAIRWAY DO NOT USE ELEVATOR - POOL TOWELS - NO DIVING POOL RULES LOADING ZONE - EXTERIOR/DOORS LOCKED 24 HOURS INTERIOR/DOORS LOCKED 24 HOURS GATE LOCKED NO TRUCKS LOCK CARS WARNING SPA RULES STAFF ENTRANCE ONLY - LA °UINTA COURTESY VAN PARKING FITNESS CENTER FITNESS CENTER RULES AREA OF RESCIJE ASSISTANCE (NOTE: PROVIDE 38.0 ONLY IF REQUIRED) VENDING AREA GUEST LAUNDRY - CLEARANCE EVACUATION MAP P.M. CKECK-IN ENTRANCE SIGN - EXTERIOR DIRECTIONAL GUEST LAUNDRY/FITNESS ROOM LOCATION SIGN MEETING ROOM OCCUPANT CAPACITY - - LECTURN SIGN PUBUC TELEPHONES RECEIVED CRY OF TUKWILA AUG 1 3 1998 PERMIT CENTER Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FA X 840-2795 FAX (802) 840-9489 Job# 97-3004.01 Date: 4-15-98 Sheet Description: ENLARGED LOBBY FURNi ACCESJ EQUIPMENT PLAN Revision: >- < 0 cc • z a z — WZ z> z m — CC z z W A A. A BID SET A Sheet of !Dill Shts. • 10 -0 A.F.F. A.F.F. A.F.F. GEN. NOTE GEN. NOTE GEN. NOTE 1 CL#2 BEYOND SEE DTL. 9A/A402 SEE DTL. 98/A402 SOFFIT SEE DTL. 9/A402` SEE DTL. 9B/A402 awn T �13)BEYOND ® SIDE WALLS TYP. CEILING i `J SEE SHEET 0122 SEE DTL. FOR LOGO INSTALL. 9A/A402 INFO. BEHIND .COL. TYP:.. SEE DTL. 9B/A402' ELEVATION AT FIREPLACE WALL', S FITi( 9A/A40 0 5 SEE DTL. �� \ GEN. NOTE SOFFIT O S'e'e DTL SOFFIT 9/A402 1 9/A402 15 BEYOND , BEYOND O 0 I I I 1 I I II .: f i .. 11 it C----- T REGISTRATION DESK WALL SOFFI T PI® SEE DTL. 9A/A402 FASCIA WF -1 ONLY GEN. NOTE GEN. NOTE SOFFIT 51 -0 v A.F.F. JCn.che' 4 /9!1NNP. . F.9 11 ?iv,: FASCIA, WF -1 ONLY ELEVATION �i 3/ LOBBY CLG. SEE DTL. 9B/A402 SIM. 20 Who 17'-0" ib INTERIOR ELEVATION KEYED LEGEND WF-1 Q WF-2 0 CT -1 Oi CG- 2 /PT -8 (TEXTURED ON GYPBD.) Qs CG-5/PT-8 (SMOOTH ON GYPBD.) 0 PT -1 CMG COLUMN, SEE SHEET A303 0 SEE A701A FOR REG. DESK OILS. /FINISHES Qe LAQUINTA LOGO, CONFIRM MTG. HGT, W /OWNER oO PT -1 io SEE SHEET A706 FOR FIREPLACE & SHELVES ® CAST STONE ENTRY ARCH — SEE SHEET A707 ® 1/2 ROUND (PT -1) u CROWN (PT -1), SEE DTL. 3 /A701E ® WOOD BASE (PT -1), SEE DTL. 5 /A701E is BALCONY RAIL PAINTED (PT -10) ie PT -5 AT WALL ABOVE PICTURE MOULD e 0 -4 4 ° H CARPET BASE ie CUP RECESS (SEE DETAIL 14/A702B) o WF -4 zo SEE SHEETS A702A & B FOR BUFFET OILS. xl GFRC EXTERIOR COLUMN SEE DETAIL 9/A303 e PL -6 LEDGE 0 MITER CUT EXPOSED EDGE —NO GRAIN VISIBLE (PT -1) 0 FOUNTAIN — SEE'. SHEET A708 xs CG- 3 /PT -5 (TEXTURED ON PLANK) WF -9 ACOUSTICAL WALL PANELS n WF -10 ACOUSTICAL WALL PANELS ae CG -7 ACOUSTICAL CEILING PANELS zo POCKET OR STRIKE (SEE PLAN) BEYOND FOR FIRE DOOR Q TRACK FOR FIRE DOOR GENERAL NOTES: O WF -9 PANEL TOP IS 1" BELOW FINISHED FLOOR (TO TOP OF B -4 CARPET BASE), GYPSUM WALL BEHIND PANEL IS PAINTED PT -6. O NO 1/2 RD. AT WALLS WITH WF -9 PANELS. PROVIDE 1/2 RD. ON 2ND FLR. CORRIDOR WALLS WALLS WF -1 ANO PT -5 ABOVE. rk`kr °� AF.F RECEIVED CITY OFTUKWILA AUG 1 3',1998 PERMIT CENTER 1 111111111111111111111 ■u` III'IR M' � 1D112 Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix; Arizona 85018 (602) 840 -2795 FAX (808) 840-9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: LOBBY INTERIOR ELEVATIONS Revision: Sheet Shts. i 11 ' . 10 -0 A.F.F. A.F.F. A.F.F. GEN. NOTE GEN. NOTE GEN. NOTE 1 CL#2 BEYOND SEE DTL. 9A/A402 SEE DTL. 98/A402 SOFFIT SEE DTL. 9/A402` SEE DTL. 9B/A402 awn T �13)BEYOND ® SIDE WALLS TYP. CEILING i `J SEE SHEET 0122 SEE DTL. FOR LOGO INSTALL. 9A/A402 INFO. BEHIND .COL. TYP:.. SEE DTL. 9B/A402' ELEVATION AT FIREPLACE WALL', S FITi( 9A/A40 0 5 SEE DTL. �� \ GEN. NOTE SOFFIT O S'e'e DTL SOFFIT 9/A402 1 9/A402 15 BEYOND , BEYOND O 0 I I I 1 I I II .: f i .. 11 it C----- T REGISTRATION DESK WALL SOFFI T PI® SEE DTL. 9A/A402 FASCIA WF -1 ONLY GEN. NOTE GEN. NOTE SOFFIT 51 -0 v A.F.F. JCn.che' 4 /9!1NNP. . F.9 11 ?iv,: FASCIA, WF -1 ONLY ELEVATION �i 3/ LOBBY CLG. SEE DTL. 9B/A402 SIM. 20 Who 17'-0" ib INTERIOR ELEVATION KEYED LEGEND WF-1 Q WF-2 0 CT -1 Oi CG- 2 /PT -8 (TEXTURED ON GYPBD.) Qs CG-5/PT-8 (SMOOTH ON GYPBD.) 0 PT -1 CMG COLUMN, SEE SHEET A303 0 SEE A701A FOR REG. DESK OILS. /FINISHES Qe LAQUINTA LOGO, CONFIRM MTG. HGT, W /OWNER oO PT -1 io SEE SHEET A706 FOR FIREPLACE & SHELVES ® CAST STONE ENTRY ARCH — SEE SHEET A707 ® 1/2 ROUND (PT -1) u CROWN (PT -1), SEE DTL. 3 /A701E ® WOOD BASE (PT -1), SEE DTL. 5 /A701E is BALCONY RAIL PAINTED (PT -10) ie PT -5 AT WALL ABOVE PICTURE MOULD e 0 -4 4 ° H CARPET BASE ie CUP RECESS (SEE DETAIL 14/A702B) o WF -4 zo SEE SHEETS A702A & B FOR BUFFET OILS. xl GFRC EXTERIOR COLUMN SEE DETAIL 9/A303 e PL -6 LEDGE 0 MITER CUT EXPOSED EDGE —NO GRAIN VISIBLE (PT -1) 0 FOUNTAIN — SEE'. SHEET A708 xs CG- 3 /PT -5 (TEXTURED ON PLANK) WF -9 ACOUSTICAL WALL PANELS n WF -10 ACOUSTICAL WALL PANELS ae CG -7 ACOUSTICAL CEILING PANELS zo POCKET OR STRIKE (SEE PLAN) BEYOND FOR FIRE DOOR Q TRACK FOR FIRE DOOR GENERAL NOTES: O WF -9 PANEL TOP IS 1" BELOW FINISHED FLOOR (TO TOP OF B -4 CARPET BASE), GYPSUM WALL BEHIND PANEL IS PAINTED PT -6. O NO 1/2 RD. AT WALLS WITH WF -9 PANELS. PROVIDE 1/2 RD. ON 2ND FLR. CORRIDOR WALLS WALLS WF -1 ANO PT -5 ABOVE. rk`kr °� AF.F RECEIVED CITY OFTUKWILA AUG 1 3',1998 PERMIT CENTER 1 111111111111111111111 ■u` III'IR M' � 1D112 Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix; Arizona 85018 (602) 840 -2795 FAX (808) 840-9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: LOBBY INTERIOR ELEVATIONS Revision: Sheet Shts. 10 -0" l7 -0" A.F.F. • A.F.F.' 5E I L. SA , A402 SOFFIT SEE DTL. 9/A402 SOFFIT E DTI. /A40 SOFFIT SOFFI DTL. A402 FE DTL. 90/A402 STOP CROWN AT CORNER LOBBY SEE DTL. 9B/A402 SOFFIT w SEE DTL. ® SIDEWALLS TYP. 9B/A402 BEHIND COL. TYP. SEE DTL. 9B/A402 CEILING BEYOND SOFFIT GEN. NOTF 20'-0" A.F.F. • JSanchez GENERAL NOTES: WF -9 PANEL TOP IS 1" BELOW FINISHED FLOOR (TO TOP OF B -4 CARPET BASE). GYPSUM WALL BEHIND PANEL IS PAINTED PT -6. O NO 1/2 RD. AT WALLS WITH WF -9 PANELS. PROVIDE 1/2 RD. ON 2ND FLR. CORRIDOR WALLS WALLS WF -1 AND PT -5 ABOVE. 4/9/1998 15:7:26 I0- -113. dwq X 20' -0" A.F.F • 18' -2 A. F.F. GEN. NOTE GEN. NOTE ON FASCIA WF -1 ONLY ELEVATION AT ENTRY / FOUNTAIN 3 1 0" CLG. I CL#2 ELEVATION AT BUFFET WALL 3/8" = 1' -0" GL # FASCIA, WF -1 ONLY GEN. NOTE GEN. NOTE SEE DTL. 9/A402 D - A.F.F. 18 A.F.F. A.F.F. A.F.F. 17' -0" A.F.F. 10'_ 0 Iti u A.F.F. • A.F.F. A.F.F. INTERIOR ELEVATION KEYED LEGEND Oi WF-1 O WF -2 Q CT -1 .O CG- 2/PT -8 (TEXTURED ON GYPBD.) Qe CG- 5 /PT -8 (SMOOTH ON GYPBD.) (® PT -1 GFRG COLUMN, SEE SHEET A303 Oz SEE A701A FOR REG. DESK DTLS. /FINISHES Qe LAOUINTA LOGO, CONFIRM MTG. HOT, W /OWNER 0 PT -1 e SEE SHEET A706 FOR FIREPLACE & SHELVES CAST STONE ENTRY ARCH SEE SHEET A707 iz 1/2 ROUND (PT -1) is CROWN (PT -1), SEE DTL. 3/A701E a WOOD BASE (PT -1), SEE DTL. 5/A701E ie BALCONY RAIL PAINTED (PT -10) w PT-5 AT WALL ABOVE PICTURE MOULD 0 B -4 4 "H CARPET BASE ie CUP RECESS — SEE DETAIL 14/A702B 1a WF -4 Q SEE SHEETS A702A & B FOR BUFFET OTLS. Q GFRC EXTERIOR COLUMN SEE DETAIL 9/A303 i PL -6 LEDGE 0 MITER CUT EXPOSED EDGE —NO GRAIN VISIBLE (PT -1) x( FOUNTAIN — SEE SHEET A708 xe CG- 3 /PT -5 (TEXTURED ON PLANK) W F -9 0 WF -10 se CO -7 se POCKET OR STRIKE (SEE PLAN) BEYOND FOR FIRE DOOR Q TRACK FOR FIRE DOOR RECEIVED CRY OFTUKWILA AUG 1 3 1998 PERMIT CENTER Sheet 1D113 911) SET Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job// 97- 300401 Date: 4 -15-98 Sheet Description: LOBBY INTERIOR ELEVATIONS Revision: A A A A L Shts. • GUEST ROOM ELEVATION 0 q 30 WERE APPLICABLE - I FROM TOP OF NON- SUCKING SIGN TO BOTTPI OF ROOM SINGER SIGN EXIT ELEVATION SCALE 3/8' - 1' 40' TYPICAL MEETING ROOM ELEVATION SPECIFICATIONS: BACKGROUND IS FABRICATED WITH .125 BRUSHED BRASS HORIZONTAL GRAINS FACE, AND RETURNS. 1 1/2" DEPTH WITH HOLLOW BACK. 2. BORDER IS 1/2" WIDE x 1/2" THICK POLISHED BRASS. 3. LOGO AND ALL LETTERS ARE 1/4" THICK POLISHED BRASS. 4. BORDER, LOGO, AND LETTERS ARE STUD MOUNTED TO BACKGROUND AND SECURED WITH LOCK NUTS ON BACK. REGISTRATION LOGO SIGN CORRIDOR 0. 0 0 SRAE ROOM LOCAMNS TYPICAL SIGNAGE ELEVATION SCALE 3 /B' = SIGN BACK STUD LOCATION CORRIDOR LOCATE AS INDICATED ON PLAN SIGN KIT INCLUDES: I. (1) FULL SIZE PAPER MOUNTING TEMPLATE 2. (8) 10/24 3" THREADED STUDS 3. MOUNTING INSTRUCTIONS 4. (1) PAIR CLOTH GLOVES 4' -4" FROM BOTTOM OF SIGN TO FINISH FLOOR LOGO SIGN MOUNTING INSTRUCTIONS SCALE: 3/4" = (ENTRANCE SIDE) TYPICAL DIRECTIONAL ELEV. ELEVATOR ELEVATION SCALE 3/0' 1' -0' NOTES SCALE: TYPICAL STAIR ELEV. SCALE: 3 /8" . 1' -0" 47.0 SIGN TO BE MOUNTED DIRECTLY ABOVE CONTROL BUTTONS NOTE: ELEVATOR DESIGN MAY VARY (CAB SIDS) ELEVATOR ELEVATION 1, FLATTEN PAPER TEMPLATE AS MUCH AS POSSIBLE WHEN TAPING. 2. MAKE SURE TEMPLATE IS LEVEL. 3. CIRCLESRONUTEMPLATE INTO WAL ROUGH 4. REMOVE PAPER TEMPLATE. 5. SCREW STUDS INTO ALL HOLES IN BACK OF SIGN. 6. SILICONEIB O STUDSATS OF CLEAR 7, MOUNT SIGN ONTO THE WALL BY LINING UP STUDS WITH HOLES IN WALL. PUSH SIGN FLUSH TO WALL SURFACE. MOUNTING GUIDE 10/24 STUD SIGNAGE NOTES: A. ALL SIGNS TO BE MOUNTED ON WALL ADJACENT TO THE LATCH SIDE OF DOOR, EXCEPT AT GUEST ROOM REFER TO SHEET 0-122 DETAIL 1. U.O.N. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL 8. ALL SIGNS ?HALL BE MOUNTED 60 INCHES ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN, AND 8" MAXIMUM FROM THE EDGE OF THE DOOR FRAME U.O.N. C. ALL SURFACES TO BE FREE OF PASTE, DIRT, DEBRIS, ETC. PRIOR TO INSTALLATION. D. CONTRACTOR TO MAINTAIN UNIFORM INSTALLATION HEIGHTS BY UTILIZING A TEMPLATE STICK. E. CONTRACTOR TO UTIUZE A LEVEL 10 ENSURE SIGNAGE IS LEVEL. F. ALL OCNAGE TO BE INSTALLED WITH DOW CHEMICAL SILCONE OR EQUAL. (nRICAo GUEST ROOM ELEVATION SCALE 3 /B" - r -o• (GUESTROOM SIDE) (BA RR FIRE) NOTE: RATE CARD SIGN TO BE MOUNTED ON INSIDE FACE CF 1HE CLRRKR . OSET DOOR (FAONG THE CLOSET W NOTE 1 120 ALSO OONM IS UK TOR 9 C TO M; SAIETY kApUTATkN. DO NOT ALLOW 01 Ce STUD TO TOUCH SIGN FACE WHEN SCREWING INTO BACK OF SIGN RECEIVED CITY OF TUKWILA AUG 1' 3 1998 PERMIT CENTER Q 0 {J.. Z Z0 0 - WZ W co z > < 5 < oQ J . m — L W 1 Z U z BID SET r 1 to �..d Z W z Z F- Id 2 Z L' 0 ( r ..■■..■ Ili MIN inumn. • amigo U 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602), 840 -9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: INTERIOR SNAQE ELEVATIONS AND INSULATION NOTES Revision: Q A A A, Sheet 1D114 Architecture/ Planning/ Landscape Architecture Skits. Z - i PDS d01 ] � da Fri 1 i i , P III • 11 GUEST ROOM ELEVATION 0 q 30 WERE APPLICABLE - I FROM TOP OF NON- SUCKING SIGN TO BOTTPI OF ROOM SINGER SIGN EXIT ELEVATION SCALE 3/8' - 1' 40' TYPICAL MEETING ROOM ELEVATION SPECIFICATIONS: BACKGROUND IS FABRICATED WITH .125 BRUSHED BRASS HORIZONTAL GRAINS FACE, AND RETURNS. 1 1/2" DEPTH WITH HOLLOW BACK. 2. BORDER IS 1/2" WIDE x 1/2" THICK POLISHED BRASS. 3. LOGO AND ALL LETTERS ARE 1/4" THICK POLISHED BRASS. 4. BORDER, LOGO, AND LETTERS ARE STUD MOUNTED TO BACKGROUND AND SECURED WITH LOCK NUTS ON BACK. REGISTRATION LOGO SIGN CORRIDOR 0. 0 0 SRAE ROOM LOCAMNS TYPICAL SIGNAGE ELEVATION SCALE 3 /B' = SIGN BACK STUD LOCATION CORRIDOR LOCATE AS INDICATED ON PLAN SIGN KIT INCLUDES: I. (1) FULL SIZE PAPER MOUNTING TEMPLATE 2. (8) 10/24 3" THREADED STUDS 3. MOUNTING INSTRUCTIONS 4. (1) PAIR CLOTH GLOVES 4' -4" FROM BOTTOM OF SIGN TO FINISH FLOOR LOGO SIGN MOUNTING INSTRUCTIONS SCALE: 3/4" = (ENTRANCE SIDE) TYPICAL DIRECTIONAL ELEV. ELEVATOR ELEVATION SCALE 3/0' 1' -0' NOTES SCALE: TYPICAL STAIR ELEV. SCALE: 3 /8" . 1' -0" 47.0 SIGN TO BE MOUNTED DIRECTLY ABOVE CONTROL BUTTONS NOTE: ELEVATOR DESIGN MAY VARY (CAB SIDS) ELEVATOR ELEVATION 1, FLATTEN PAPER TEMPLATE AS MUCH AS POSSIBLE WHEN TAPING. 2. MAKE SURE TEMPLATE IS LEVEL. 3. CIRCLESRONUTEMPLATE INTO WAL ROUGH 4. REMOVE PAPER TEMPLATE. 5. SCREW STUDS INTO ALL HOLES IN BACK OF SIGN. 6. SILICONEIB O STUDSATS OF CLEAR 7, MOUNT SIGN ONTO THE WALL BY LINING UP STUDS WITH HOLES IN WALL. PUSH SIGN FLUSH TO WALL SURFACE. MOUNTING GUIDE 10/24 STUD SIGNAGE NOTES: A. ALL SIGNS TO BE MOUNTED ON WALL ADJACENT TO THE LATCH SIDE OF DOOR, EXCEPT AT GUEST ROOM REFER TO SHEET 0-122 DETAIL 1. U.O.N. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL 8. ALL SIGNS ?HALL BE MOUNTED 60 INCHES ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN, AND 8" MAXIMUM FROM THE EDGE OF THE DOOR FRAME U.O.N. C. ALL SURFACES TO BE FREE OF PASTE, DIRT, DEBRIS, ETC. PRIOR TO INSTALLATION. D. CONTRACTOR TO MAINTAIN UNIFORM INSTALLATION HEIGHTS BY UTILIZING A TEMPLATE STICK. E. CONTRACTOR TO UTIUZE A LEVEL 10 ENSURE SIGNAGE IS LEVEL. F. ALL OCNAGE TO BE INSTALLED WITH DOW CHEMICAL SILCONE OR EQUAL. (nRICAo GUEST ROOM ELEVATION SCALE 3 /B" - r -o• (GUESTROOM SIDE) (BA RR FIRE) NOTE: RATE CARD SIGN TO BE MOUNTED ON INSIDE FACE CF 1HE CLRRKR . OSET DOOR (FAONG THE CLOSET W NOTE 1 120 ALSO OONM IS UK TOR 9 C TO M; SAIETY kApUTATkN. DO NOT ALLOW 01 Ce STUD TO TOUCH SIGN FACE WHEN SCREWING INTO BACK OF SIGN RECEIVED CITY OF TUKWILA AUG 1' 3 1998 PERMIT CENTER Q 0 {J.. Z Z0 0 - WZ W co z > < 5 < oQ J . m — L W 1 Z U z BID SET r 1 to �..d Z W z Z F- Id 2 Z L' 0 ( r ..■■..■ Ili MIN inumn. • amigo U 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602), 840 -9489 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: INTERIOR SNAQE ELEVATIONS AND INSULATION NOTES Revision: Q A A A, Sheet 1D114 Architecture/ Planning/ Landscape Architecture Skits. ABBREVIATIONS HOD - ABB rc z° zZZ JJ JJ O 2 OpQ p zxF 0,E%c UU z ji... ea 2 WWWO 4t�1._W o Z �JJ U • FZw mzx �w xm °W �' OoOp O<a °d m3 o m'5 i000 aizizz UN ;6°° NN z4' mx i i wa 9 030? KKK i0 � T $l ZiZaaU awwwwyZlwo IIMUA ffigAgn2h agave Q a Q 6< Q m m m m m m U U U U U W V U V V U U V °° O O W W W W W Wli tr 4.4 V U U I II IIIII III III II II II I III I I I , III,,,,,,91I IIIIIIIIIIII III 1 1 1 11II I IIIIIIII 11111111111 IIIIIIII I I I IIII I 1111IIII IIIIIIIIIIIIIIIIIILI I11 11g11111111 IIIII1III II III 1111„11I a 1 1 11 1��11111111 IIIIIIIIIIIIIIIIIIIIvvilll oI , Im,IlI111II m ,, L'ooOoa _ii'Jt'Ll.g0 O z °°o Zi3 J ° ox O 3 000 6 QQQQdOmmmmQ lmUUVVUUVUUUUUID ° 41WWW WtJ li 4.4. liVUV � x W Z O' _ L '4i 3 °d w a o� N U O : K Z = P R O m acwi�'i . g � os (2N :r .?.560.N <mO3 Z o <f � n �Z5 � C9 U (F � J °O y !3 . 1y 1 t�J OW, LIMi' %WW�JOOOOOOOOaVpg F wp- ZV 09702 U(nOUZ ZZ4CC V_ � QQ z �^U' -�- aW�lii� ZOO- Q� a as "�z9 �zffIr oiii zzzo�$ aaaa�arcvxiv —WS�5' i I I I II I I 11 1 111 i 1 1 I I I I I I 1 I I 1 ! 1 I 11 -I 1 I I A J I I I I I 1 I N I C .R m I I 1 m a 2 v1 3 � � �'- mo�J�avi O�� J Witlfl �iW\FVIi�"C)� F VthZ c9_xxJ�JJ��ZZZOO�6 daaaarcv�vi �n to fnF��Frr � r= ����s333 LOCATION OF DETAILS DETAILS SHEET DESCRIPTION - -- S001 GENERAL STRUCTURAL NOTES 01 -19 S002 TYPICAL DETAILS - -- S003 SCHEDULES 101 -119 S201 FOUNDATION DETAILS 121 -139 5202 FOUNDATION DETAILS 201 -219 S301 LOBBY ROOF FRAMING DETAILS 221 -239 5302 LOBBY ROOF FRAMING DETAILS 241 -259 S303 LOBBY ROOF FRAMING DETAILS 301 -319 5401 PRECAST FRAMING DETAILS 321 -339 5402 PRECAST FRAMING DETAILS 341 -359, S403 PRECAST AND STAIR FRAMING DETAILS 401 -419 5501 GUESTWING ROOF FRAMING DETAILS 421 -439 5502 GUESTING ROOF FRAMING DETAILS, FOR ADDITIONAL INFORMATION. SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES AND NN1DAPRETATON OF DRAWMIGSIICN SHEET S001,, PLANS. AND TYPICAL DETAIL SHEETS PROJECT NUMBER 98-081 PROJECT MANAGER' HE PROJECT ENGINEER LGL PROJECT DRAFTER WLC CARUSO • TURLEY • SCOTT • INC. ,is consulting structural .engineers 2702 NORTH STREET , PHOENIX, ARIZONA 85006 (602) 912- 9120'. (912-9390 FAX) PLAN LEGEND 100 -PLED SYMBOL. DESCRIPTION REMARKS 105. SECTION e ® PLAN . DETAIL CUTS 7S SHOWN ON PLANS TYPICAL DETAILS ARE TWO DIGIT SERIES NUMBERS FOUNDATION DETAILS.A ARE 100 SERIES DETAILS LOBBY FRAMING DETAILS ARE 200 SERIES NUMBERS PRECAST. FRAMING DETAILS ARE 300 SERIES NUMBERS GUESTAANG FRAMING DETAJLE ARE 400 SERIES NUMBERS ' 8 MASONRY WALL SEE G.S.N. . PLANS & SCHED. FOR SIZE AND SPACING' 3 5/8" STEEL STUD WALL U.N.O. SEE G.S.N., PLANS & SCHED. FOR SIZE AND SPACING 6' STEEL STUD WALL U,N.O. SEE G.S.N., PLANS & SCHED. FOR SIZE AND SPACING L .J ._ -J MECHANICAL EQUIPMENT SEE PLANS FOR UNIT WEIGHTS X OPENING IN FRAMING SEE PLAN NOTES 1 11BTI ot,ed.Ot BrM 09 0n'dr INTERPRETATION OF DRAWINGS GENERAL AL NOTES BUILDING CODE: 1994 EXIT. OF THE UNIFORM BUILDING CODE, WITH CITY OF TUKWILA AMENDMENTS. ROOF LIVE LOAD = 20 PSF (SNOW). SUPERIMPOSE) DEAD LOAD ON ROOF TRUSSES = 16 . (EXCLUDES TRUSS WEIGHT) ROOF DEAD LOAD = 18 PSF. . CATWALK DEAD LOAD = 10 PSF. CATWA. LIVE LOAD = 25 PSF. FLOOR IJVE LOAD = 40 PSF / 100 PSF AT CORRIDORS REDUCIBLE). FLOOR DEAD LOAD = 60 PSF. FOR PRECAST, PRESTRESSED ELEMENTS: SUPERIMPOSED DEAD LOAD = 10 PSF. TRUSS SHALL BE DESIGNED FOR MATH A SIJPERIMPOSF_D FUTURE MECHANICAL LOAD OF I 200 LB AT ANY LOCATION. STAIR IDE LOAD = 100 PSF. SEISMIC ZONE 3 (2 0.30). .1_ REPORT BY GILES ENGINEERING: JOB NO. 18. SPREAD FOOTINGS SHALL BEAR ON.CONTROLLED COMPACTED FILL S-0" MINIMUM BELOW FINISHED GRADE. FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR INTERJOR FOOTINGS AND LOWEST ADJACENT GRADE WITHIN 5 FEET FOR PERIMETER FOOTINGS. DESIGN SOIL BEARING VALUE _ 1,500 PSF. REFER TO SOILS REPORT FOR ADDITIONAL INFORMATON PRIOR TO COMMENCEMENT OF EARTHWORK. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY SOILS ENGINEER PRIOR TO EMEND OF CONCRETE. MINIMUM 28 DAY STRENGTH 3,000 PS EXCEPT AS NS: FLAT SLABS 3,000 PS SLABS ON GRADE 4,000 PSI FOUNDATIONS 3,000 PSI 18" DIA 45' DEEP PILES AND GRADE BEAMS 4,000 PSI ALL CONCRETE CONSTRUCTION SHALL CONFORM TO AC.I. MECHANICALLY VIBRATE ALL CON- CRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC. MAXIMUM SLUMP 4 1/2" FOR CONCRETE WITHOUT PLASTICIZ- ER. IF PLASTICIZER IS USED, A HIGHER ..FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPUED. UNLESS APPROVED OTHERWISE IN WRITING BY THE ARCHITECT, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT), AS SHOWN ON THE FOUNDATION PLAN, SUCH THAT THE ENCLOSED AREA. DOES NOT EXCEED 150 SQUARE FEET. KEYED: CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING, ALL OTHER JOINTS MAY BE SAW CUT. NOTE ALL CONCRETE IN CONTACT WITH ON -SITE AL. SHALL UTILIZE TYPE II PORTLAND CEMENT. FLY ASH - IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS, SHALL BE LIMITED TO 18% OF CEMENTTIOUS MATERIALS AND SHALL HAW A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. MASONRY: HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. GRADE N, TYPE 1, rm - 1.500 PSI. RUNNING BOND, MORTAR TYPE S. 1,800 PSI. GROUT 2,000 PSI. MECHANICALLY Si- BRACE OROIJT IMMEDIATELY AFTER POURING. PROVIDE CLEANOUTS IF GROUT LIFT EXCEEDS 5' -0" IN BLOCK WALLS. MAXIMUM. GROUT UFT SHALL BE 8' -0". FILL CELLS SOLIDLY WITH GROUT IN LIFTS AND STOP POURS 1 1/2" BELOW THE TOP OF A COURSE TO FORM A KEY AT POUR POINTS. UNLESS NOTED OTHERWISE ON THE PLANS' PLACE CONTROL JOINTS IN MASONRY WALLS SUCH THAT NO STRAIGHT RUN OF WALL EXCEEDS. 24' -0 CONTROL JOINTS SHALL NOT OCCUR AT WALL CORNERS, INTERSECTIONS, ENDS WITHIN 24" OF CONCENTRATED POINTS OF BEARING OR JAMBS, :, OR OVER OPENINGS UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. ALL MASONRY. BELOW FINISHED FLOOR OR GRADE SHALL BE. GROUTED SOLD. VERTICAL REINFORCING: 1 4,5 IN CENTER OF GROUT AT :341ER OF WALL, CONTINUOUS FULL HEIGHT OF WALL AT ALL CORNERS. INTERSECTIONS, WELL ENDS, BEAM BEARINGS, JAMBS, EACH ODE OF CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED 48" O.C. UNLESS. NOTED OTHERWISE. TIE AT 8' -0" VERTICALLY, NTH SINGLE' WARE LOOP TE BY A.A WIRE PRODUCTS COMPANY. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH VERTICAL REINFORCING. HORIZONTAL REINFORCING: 2 #5 IN MINIMUM OF DEEP GROUTED CONTINUOUS. BOND BEAM AT ELEVATED FLOORS AND ROOF LINE. 1 #5 IN MINIMUM 8' DEEP GROUTED CONTINUOUS BOND BEAM AT TOP OF PARAPET OR TOP OF A FREESTANDING WALL. PLACE THESE BARS CONTINUOUS THRU CONTROL JOINTS PER TYPICAL DETAIL PROVIDE BENT BARS PER TYPICAL DETAILS, TO MATCH HORIZONTAL BOND BEAM RENFORCING, AT CORNERS AND WALL INTERSECTION TO MAINTAIN BOND BEAM CONTINU- ITY. STANDARD WEIGHT (NO. 9 GAGE WIRE) DUR -O -WAIL OR DUR -O-WIRE (OR EQUIVALENT) LADDER TYPE JOINT REINFORCEMENT AT 16' O.C. IN MASONRY WALLS. LAP SPLICES: LAP SPLICES STALL BE 40 BAR DIAMETERS FOR GRADE 40 BARS AND 48 BAR DIAMETERS FOR GRADE 60 BARS. STAGGER SPACES A MINIMUM OF 40 BAR DIAMETERS. WHEN ADJACENT SPLIC- ES (SAME CELL) ARE SEPARATED BY 3 INCHES CR LESS, THE LAP LENGTH SHALL BE INCREASED TO 52 BAR DIAMETERS FOR GRADE 40 BARS AND 02 BAR DIAMETERS FOR GRADE 60 BARS. DO NOT SPACE WITHIN B' -0" OF CONTROL JOINTS. LAP HORIZONTAL JOINT REINFORCING OF MINI- MUM. MISCELLANEOUS UNTELS: UNLESS NOTED. OTHERWISE OR SHOWN, PROVIDE THE FOLLOWING UNTELS IN 8" NON- BEARING MASONRY WALLS. USE. THESE. LINTELS FOR OPENINGS REQUIRED BY OTHER DISOPUNES (MECHANICAL. ELECTRICAL PLUMBING, ETC.). PROVIDE MINIMUM OF BEARING OF ANGLES ON JAMBS. FOR BEARING WALLS SEE SKETCH WHERE THESE ANGLES NAY BE USED. (NOTE: WHERE THE REQUIREMENTS OF THIS SKETCH ARE NOT POSSIBLE, NOTIFY THE STRUC- TURAL ENGINEER PRIOR TO START OF MASONRY CONSTRUCTOR.) JRFNINC WIDTH. I INTFI ANN FS Cr-0" TO 3' -4' 2 - 3 1/2 X 2 1/2' X 1/4• (SLV) 3'-S" TO 4' -8' 2- 3 1/Y X 3" X 1/4" (SLV 4'-9* TD 6' -0' • 2 - 3 1/2" X 3 1/2 X'1/4" 4APENINC�, 6-1" OR GREATER NOTIFY STRUCTURAL ENGINEER WIDTH THESE LINTELS; OR THE OPENING THEY SPAN. SHALL . NOT BE PLACED SO AS TO INTERFERE WITH THE REQUIREMENTS OF OTHER STRUCTURAL ELEMENTS (LE BOND BEAMS LINTELS, CONTROL JOINTS, CONCENTRATED POINTS OF BEARING, ETC.) WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. SOLID GROUT SHALL BE PROVIDED BETWEEN WEBS AND MASONRY FACE SHELLS FOR FULL LENGTH OF ALL STEEL UNTELS. MORTAR MAY BE USED FOR GROUT FOR THIS PURPOSE ONLY FACE UNITS. SOAPS, ROMANS. ETC., SHALL BE LAID WITH FULL HEAD AND BED JOINTS. FOR ADDITIONAL INFORMATION AT OPENINGS IN MASONRY WALLS, SEE TYPICAL DETAILS. REINFORCING: AUDI A615 (Fy - 60 KS) DEFORMED BARS FOR ALL BARS /'S AND LARGER. WHERE SHOWN ON DRAWINGS ALL GRADE 60 REINFORCING TO BE WELDED SHALL BE ASTM A706. ASTM A615 (Fy = 40 K51) DEFORMED BARS FOR ALL BARS /4 AND SMALLER. WELDED WIRE FABRIC PER ASTM A185. WIRE PER ASTM A82. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE'. WITH THE STRUCTURAL ENGINEER. LATEST ACH CODE AND DETAIANG MANUAL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH EXPOSED TO EARTH OR HEATHER /6 OR LARGER #5 AND SMALLER PILES FLAT SLAB AL OTHER PER LATEST EDITION OF ACI 318. LINE F O . ' o GEARING � 3 " 2 " 1 1/2' 4" 3/4" LAP SPLICES IN CONCRETE: LAP SPLICES, UNLESS NOTED OTHERWISE,; SHALL BE CLASS "B' TENSION LAP SPLICES PER LATEST '.EDITION OF AG.. 318. STAGGER SPACES A MINIMUM OF ONE LAP LENGTH. ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE /CORROSION. ALL SPLICE LOCATIONS. SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSEC- TIONS;PER TYPICAL DETAILS. REINFORCING'. BAR SPACING GIVEN ARE MAXIMUM ON CENTERS ALL. BARS PER CRS SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH' STANDARD 90 DEGREE HOOKS UNLESS NOTED OTHERWISE. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE DRYPACK DRYPACK SHALL BE 5.000 PS ,NON- SHRINK GROUT, FIVE STAR OR EQUIVALENT. INSTALL DRY - PACK UNDER BEARING PLATES BEFORE FRAMING .MEMBER IS INSTALLED. AT COLUMNS, INSTALL DRYPACK TINDER BASE PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO FLOOR AND ROOF NSTALLATIXH. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE 'ASTM A36 (Fy "- 36 KS). ALL PIPE STEEL SHALL BE ASIR A501 (Fy = 36 KS) OR ASTM A53, TYPE E OR S: GRADE B (Fy. = 35 KS). 'ALL TUBE STEEL, SHALL BE ASTM A500 (Fy - 46 KS). ALL WIDE FLANGE STEEL SHALL BE ASTM 'A572 (Fy = 50 KS): ALL BOLTS STALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL CONSTRUCTION PER LATEST RISC HANDBOOK. ALL EXPANSON AND -EPDXY BOLTS TO HAVE I.C.B.O.. RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE AUTOMATIC •WELDING OF ANCHORS AND STUDS,SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST EDITION OF THE "RECOMMENDED PRACTICES FOR STUD WELDING" AND THE 'STRUCTURAL WELDING CODE' PUBUSHED BY ANS. . ALL BOLTS ANCHOR BOLTS, EXPANSION BOLTS, ETC., SHALL BE INSTALLED WITH STEEL WASHERS AT FACE' OF WOOD OR AT SLOTTED HOLES., IN STEEL SECTORS. ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. ' CERTIFICATES' STALL BE. THOSE ISSUED ay AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. FOR GRADE 80 REINFORCING BARS USE E90 SERIES. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY.. STANDARDS. THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FELD WELDS; THE CONTRACTOR. MAY SHOP VELD OR FIELD MELD AT THEIR DISCRETION. SHOP WELDS AND FELD WELDS SHALL'. BE SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. COLD FORMED STRUCTURAL STEEL FRAMING ALL COLD- FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN. ACCORDANCE WITH THE LATEST EDITION OF SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE, AND I.C.B.O. ER NO. 4943 OR APPROVED EQUAL. STEEL FOR ALL 18 AND 20 GAGE STUDS AND FOR ALL GAGES OF TRACK, ACCESSORIES AND BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. UNLESS NOTED OTHERWISE, PRO'ADE DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSEC- TIONS AND B EAM BEARINGS. BLOCKING SHALL BE INSTALLED PER MANUFACTURER'SRECOM- MENTDATIONS AND AS REQUIRED BY ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. FOR WALLS KITH NO AXIAL LOAD, PROVIDE BRIDGING AT MID- HEIGHT FOR WALLS LESS THAN OR EQUAL TO 10' -0" HIGH, AND 5' -0' O.C. MURMUR FOR WALLS GREATER THAN 10' -0 HIGH. FOR AXIAL LOAD BEARING WALLS, PROVIDE BRIDGING EQUALLY SPACED AT 4' -0' MAXIMUM. IN ADDITION, BRIDGING SHALL BE PROVIDED AT ROOF ONES AND ELSEWHERE AS NOTED ON THE DRAWINGS. SOUD BLOCKING SHALL BE INSTALLED IN UEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SZE GAGE (kat) On3) (11T4) STUDS 3 5/8' - 18 33 0.360 0.883 TRACKS 3 5(B' 18 33 0.300 0.544 STUDS 6 18 33 0.712 2.226 TRACKS 6" 18 33 0.614 1.842 GENERAL: ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAGE STRUCTURAL STEEL FRAMING WORK. DO NOT NOTCH FLANGES OF STUDS. DOUBLE UP STUDS AT JAMBS AND AS REQUIRED UNDER BEAMS IN BEARING WALLS. SPACE STUDS AT 16' O.C. TYPICAL U.N.O. ATTACHMENT PER TYPICAL DETAILS. FOR NON- BEARING PARTITIONS AND SOF'TS, SEE ARCHI- TECTURAL DRAWINGS. STUDS SHALL BE 'XC' TYPE TYPICAL U.N.O. PETFORMANCE SPECIFICATION FOR ALTERNATIVE STAIRS DESIGN: CONTRACTOR MAY SUBMIT AN ALTERNATIVE STAIR DESIGN. STAIRS SHALL BE DESGNED FOR SELF WEIGHT PLUS A USE LOAD EQUAL TO 100 PSF.. CONTRACTOR SHALL SUBMIT SHOP DRAW- INGS WITH DESIGN' CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO MANUFACTURE PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS STATED IN THE GENERAL'. STRUCTURAL NOTES OR AS LOCATED ON PLANS. BRIDGING SZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS. ERECTION.DRAWINGS AND DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO MANUFACTURE. CALCULATIONS AND SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT I.C.B.O. APPROVAL. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMITED AS FOLLOWS: ROOF TOTAL LOAD MAXIMUM - L/240, LIVE LOAD MAXIMUM - L /360. TRUSSES SHALL BE CAMBERED FOR 1.5 TIMES THE DEAD LOAD DEFLECTOR. ADDITIONAL TRUSSES SHALL BE SUPPUED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT. MULTIPLE TRUSS MEMBERS SHALL BE FASTENED TOGETHER TO ALLOW TRANSFER OF SHEAR AND TENSION FORCES (MINIMUM 200 PLF) AT PLYWOOD SHEATHING JOINTS AND TO PREVENT CROSS GRAIN BENDING OF TOP CHORDS. ATTACHMENT SHALL BE A CONTINUOUS 20 GAGE METAL PLATE OR OTHER APPROVED MEANS. METHOD OF ATTACHMENT SHALL BE INDICATED ON SHOP DRAWINGS FOR REVIEW. TRUSS MANUFACTURER SHALL HAVE I.C.B.O. APPROVAL OR BE AN APPROVED FABRICATOR ACCORDING TO THE BUILDING JURISDICTION. WOOD: SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING (UNADJUSTED DESIGN). MINIMUM PROPER- TIES: WOOD USE DEE JOIST4 2X4 H.F.GTO 2 X 6 OR LARGER H.F.:2 WIDTH 4 OR LESS- D.F. 41 WIDTH GREATER THAN 4" O.F. 411 LEDGERS AND ,TOP PLATES D.F. 42 GLUED - LAMINATED BEAMS (GLULAM): GLUED - LAMINATED BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 155 PSI, Fc (PERPENDICULAR) = 650 PSI,. E = 1,700,000 PSI. BEAMS CANTILEVERING OVER SUPPORTS SHALL HAVE THE SPECIFIED MINIMUM PROPERTIES TOP AND BOTTOM. ALL . BEAMS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST RTC AND Wa_A STANDARDS. BEAMS TO BEAR GRADE STAMP AND ATC STAMP AND' CERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. PLYWOOD: ALL PLYWOOD SHALL BE C -D INTERIOR SHEATHING, STRUCTURAL 2 OR BETTER WITH EXTERIOR GLUE AND SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER JOINTS. ALL NAILING, COMMON NAILS, WHERE SCREWS ARE INDICATED FOR WOOD TO WOOD ATTACHMENTS, USE WOOD SCREWS. ALL PLYWOOD SHALL BE OF THE FOLLOLMNG NOMINAL THICKNESS SPAN/INDEX RATIO AND SHALL BE ATTACHED AS FOLLOWS UNLESS NOTED OTHERWISE USE ROOF 5 /B' SHEAR WALL 1/2' SPAN/INDEX EDGE INTERMEDIATE THICKNESS RATIO ATTACHMENT ATTACHMENT 32/16 100 AT 6' O.C. - - -- 10d AT 12" O.C. 24/0 10d AT 6" O.C. - - -- TOd AT 12" 0.0. OR 1#10 -24 TEKS H410 -24 TEKS AT 6" O.C. AT 12' O.C. 48/24 - - -- 10d AT 6' O.C. 10d AT 12" O.C. CATWALK - - -- 3/4" TAKE ALTERNATE: AMERICAN' PLYWOOD ASSOCIATION PERFORMANCE RATED SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL. OF OWNER, ARCHITECT AND ROOFING CON- TRACTOR. WHERE ROOF IS TO BE GUARANTEED. IT MAY NOT BE USED WITHOUT PRIOR APPRO- VAL FROM BUILT -UP ROOF SYSTEM MANUFACTURER. , SHEATHING SHALL COMPLY WITH I.C.B.O. REPORT. NO. NER -124, EXPOSURE 1, : ABS SHALL A ALL HAVE A SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND THICKNESS (WITHIN 1/32') SHALL BE THE SAME AS THE PLYWOOD IT REPLACES. INSTALL PER MANUFACTURER'S RECOMMENDA- TIONS. WOOD CONTINUED: GENERAL: DO NOT' NOTOH, OR EL, JOISTS .OR BEAMS WITHOUT PRIOR .APPROVAL .0E 1HE STRUCTURAL • ENGINEER : THRU'THE ARCHITECT, "PROVIDE 2" SOLID BLOCKING AT SUPPORTS OF. ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND' AS REQUITED' UNDER BEAMS IN BEARING WALLS. EVERY OTHER .STUD OF WOOD FRAME. BEARING WALLYWHALI;',HAVE: A SIMPSON H3 ANCHOR TOP AND BOTTOM. EXCEPT AT :THOSE, WALLS WHETRE:PLYW00D SHEATHING • IS NAILED: DIRECTLY TO THE TOP AND BOTTOM PLATES'' PROVIDE 2X'SOIJD BLOCKING', AT MB- HEIGHTOF BEARING STUD WALLS, ALL NAILING NOT NOTED: SHALL.BE ACCORDING TO TABLE.23 -I - OF DIE UNIFORM BUILD- INC' CODE., WOOD CONNECTORS ;SHALL BE AS MANUFACTURED '8Y 5MPSON STRONG -TIE COMPANY. INC. OR OTHER „MANUFACTURER WITH - CURRENT AND EQUIVALENT I.C.B +O. APPROVAL PRECAST WORK . REINFORGNG SHOWN IN DETAIL IS FOR TIN -PLACE CONDITION. CONTRACTOR SHALL BE RESPON- SIBLE FOR PIER UP PONT INSERTS AND LOCATIONS SPECIAL PICK UP REINFORCING AND STRONG BACKS, AND ALL PICK.. UP AND PLACING OPERATION& PRESTRESSED CONCRETE ELEMENTS: ENTS BE SG TO SUPPORT WEIGHT PRESTRESSED CONCRETE (1JEM SHALL 'DESIGNED VIED OR T SELF WGHT PLUS LIVE AND SUPERIMPOSED DEAD LOADS STATED ABOVE OR ON PLANS. DESIGN, FABRICATION, TRANSPORTATION AND ERECTION PER LATEST PCI AND LATEST Ad CODE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN CALCULATIONS SEALED. BY A REGIS - TERED'.ENGINEER FOR REVIEW PRIOR TO MANUFACTURE. MAXIMUM DIFFERENTIAL CAMBER BETWEEN ADJACENT ELEMENTS SHALL NOT EXCEED 1/4' PER 10' -0” OF LENGTH BUT NOT GREATER THAN 3/4 ". CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONFORM WITH THESE TOLERANCES INCLUDING. BUT NOT LIMITED TO, THE ADJUSTMENT OF BEARING HEIGHTS PLATES AND ANCHORS SHALL BE DESIGNED BY PRECASTER TO. DEVELOP ENTIRE CONNECTION. PRECAST CONCRETE SLABS SHALL HAVE OF MINIMUM BEARING ON SUPPORTING ELEMENTS. GROUT STRENGTH FOR PRECAST CONCRETE' ELEMENTS SHALL BE 3,000 PSI MINIMUM. BREAK OUTS SHALL BE INSTALLED BY PRECAST MFR. AND COORDINATED WITH TENDON LOCATIONS. BEARING PADS: ALL COMPRESSIBLE BEARING PADS SHALL CONSIST OF EITHER COMPRESSIBLE WOOD FIBROUS MATERIAL OR STYROFOAM. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS. THE CONTRACTOR SHALL REVIEW ALL . SHOP DRAWINGS PRIOR TO SUBMITTAL ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. VERIFY ALL DIMENSIONS WITH ARCHITECT. CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY. MANUFACTURER OR FABRICATOR.. ANY. OF. THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR. FLAGGED BY SUBMITTING' PARTIES. SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY THE ENGINEER HAS THE, RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANYTIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY, AND ARE NOT FLAGGED. BY NE STRUCTURAL ENGINEER OR ARCHITECT SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBUTY TO ENSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING'. DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH 111E CONTRACTOR. GENERAL THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEAS- URES SHALL INCLUDE, BUT NOT BE UNITED. YO, BRACING, SHORING FOR LOADS DUE TO CON- STRUCTOR EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS. TECHNIQUES. SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE STE INCLUDE INSPECTION OF THESE ITEMS). CONSTRUCTOR MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL MECHANICAL PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CON- FORM TO SIMILAR WORK ON THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF. ALL DIMENSIONS WITH ( ARCHITEC- TURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHER- WISE. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTON OF THIS PROJECT. SPECIAL INSPECTION - STRUCTURAL ONLY: SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS USTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING SAFETY DEPARTMENT. 'SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REOUESTNG THE CITY OR COUNTY INSPECTIONS REQUIRED BY. SEC. 108.5 AND 108.7 OF THE UNIFORM BUILDING CODE. SPECIAL INSPECTOR IS REQUIRED PER SEC. 1701 FOR THE FOLLOWING: 1. CONCRETE: 1 DURING THE TAKING OF TEST SPECIMENS. DURING THE PLACEMENT OF ALL REINFORCED CONCRETE, UNLESS NOTED OTHERWISE. NO INSPECTION IS REQUIRED FOR SLABS ON GRADE. 2. BOLTS IN CONCRETE: A) . DURING THE PLACEMENT OF CONCRETE AROUND BOLTS. 3. REINFORCING STEEL (PERIODIC): A) DURING THE PLACING OF REINFORCING STEEL FOR AU. CONCRETE REQUIRED TO HAVE SPE- CIAL INSPECTOR NOTED ABOVE. 4. WELDING: A VISUAL INSPECTION ALL FIELD WELD B NON - DESTRUCTIVE TES TING OF ALL COMPLETE PENETRATION WELDS. 5. EPDXY. ADHESIVE AND EXPANSION BOLTS: A) DURING THE PLACING OFF ALL ANCHORS. 6. HIGH STRENGTH BOLTS: A) INSURE SNUG TIGHT CONNECTION. 7. STRUCTURAL MASONRY (PERIODIC): A DURING PREPARATION OF PRISMS, B DURING, PLACEMENT OF. REINFORCING AND GROUT. C CLEANOUTS, PRIOR TO CLOSING. 8. DUTIES AND RESPONSBIUTES.OF THEW :SPECIAL INSPECTOR: A) THE SPECIAL INSPECTOR SHALL' OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWINGS AND - SPECIFICATION. 0) THE SPECIAL INSPECTOR SHALL. FURNISH INSPECTION REPORTS TO THE BUILDING. OFFICIAL, AND TO THE ENGINEER. ORARCHITECT OF RECORD. , ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION, OF THE CONTRACTOR FOR CORRECTIOT, THEN, IF UNCORRECTED. TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL C) UPON COMPLETION OF THE ASSIGNED WORK': THE ENGINEER OR ARCHITECT SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THEAPPU- CABLE WORKMANSHIP PROVISONS'OF THE CODE FOR ADDITIONAL INFORMATION ON SPECIAL STRUCTURAL INSPECTORS, CONTACT STRUCTURA ENGINEER ,R PRIOR TO START, OF CONSTRUCTOR. 0L0 A 0 Q C Z 0 0 zi Z —'W Z Q Z = Z> W& 5 Q S Q iL I cc W F' U W tr.twit. -gall A A Sheet 8001 V W M Z W A W 1 co Q Z Z Z o Q W � z z O W �.u■, .■ ■q Ell jail a Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix. Arizona 85018 (602) 840 -2795 FAX (802) 840 -9469 Job# 97- 3004474 Date: WTI* 4 /,6 /tb Sheet Description: GENERAL STRUCTURAL NOTES AND LOD. Revision: Q EEV Eiv, '0 1 31998 RtaR ShtS. • BOLT DIAMETER VERT BOLT EMBEDMENT LENGTH HORIZ BOLT EMBEDMENT LENGTH ANCHOR FILLET WELD SIZE, S. 1/2" 8" 4" 1/4" 5/8" 6" 4" 5/16" 3/4" 7" 5" 5/16" 7/8" 8" 6" 5/16" 1" 9 " 7" 3/8" 1 1/8" 10" 8' 1 1/4 ". '11•,. 9I (4) ( � (2 (6) (5) ( FOZ 01 105,...warratasomr•mmar•r4 0,rwearem �s (,) (2) 11\ rig CORNER INTFRSECTION (3) CORNER ( (3) (1) ( (3) NOTES 1 2. 3. 6. 0 PLAN - MASONRY LINTELS AT MASONRY WALLS NO NOTES MASONRY WALL. VERTICAL REINFORCING FULL HEIGHT. BREAK OUT FACE SHELLS AND GROUT SOLID FULL HEIGHT OF WALL ABOVE OPENING. MASONRY LINTEL OPEN END MASONRY UNITS. DOWELS M GROUTED BOND BEAM TO MATCH AND LAP LINTEL REINFORCING PER G.S.N. - 24" X 24" MIN. (BEND AS REQUIRED). NOTE: FOR ADDITIONAL INFORMATION, SEE TYPICAL MASONRY LINTEL DETAIL. 504 - 04 NO SCALE 1. MASONRY WALL. 2. SOL, GROUTED BOND BEAM. 3. BOND BEAM REINFORCING 4. LAP REINFORCING PER GSN. (24" MINIMUM). 510 - 51 NO SCALE NOTES . 1. MASONRY WALL. 2. BOND BEAM REINFORCING. 3. CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL REINFORCING - LAP PER OSN, (24' MINIMUM). MASONRY BOND BEAM AT INTERSECTING WALLS 510 -01M NO SCALE 1 X- BRACING TO ANGLE -TOTAL WELD LENGTH - TYP. DIAGONAL CROSS BRACING. ,3 TRIPLE STUDS AT END OF PANEL UNLESS NOTED OTHERWISE. TYP ANGLE TO TRACK AND STUDS. 5. BOTTOM TRACK CONTINUOUS WHERE REQUIRED. 6 STEEL ANGLE 6' X 3 1/2' X 3/8" X 12" LONG WIH 2 -3/4" DIA ANCHOR BOLTS AT 9" OC. NOTE: WELD STRAP AD EACH STUD BETWEEN TRIPLE'. SIODS 'WITH 1 /Er X 1' FILLET WELD TOP AND BOTTOM OF STRAP - TW. 19 TOP AND BOTTOM CONNECTION FOR DIAGONAL CROSS BRACING 407 -12M NO SCALE ELEVATION - STEEL STUD WALL BRACE (5)- PLAN VIEW - MASONRY BOND BEAM AT WALL END 97 -411 NO SCALE PLAN - WALL (3) (6) 1 1: iffir=garlffr nowliirralaataR (4) ( CONTROL 24" MIN. 4 " MIN. PLAN - UNTEL (1) ( ELEVATION JOINT IN MASONRY WALL AND LINTEL 507 -11 �. 24" MIN. 24" MIN. (1) STEEL LINTEL. (1) MASONRY LINTEL NOTES 1. STEEL STUDS. 2. CONTINUOUS TOP TRACK. 3. 4.5" X 12 GAGE (FY= 50ks1) CROSS BRACING. 4. TRIPLE STUD AT BRACE - TW. 5. CONTINUOUS BRIDGING. 6. CONTINUOUS BOTTOM TRACE. 7. WELD X- BRACING TO STUD - TYPICAL NOTE: FLOOR SLAB AND FOUNDATION NOT SHOWN FOR CLARITY. 407 - 03M NO SCALE NOTE, 1, MASONRY WALL. 2, VERTICAL REINFORCING. 3. BOND BEAM REINFORCING KM STANDARD HOOK AT END. 1, MASONRY WALL.' 2. CONTROL JOINT. 3. CONTROL JOINT MATERIAL PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS' 4. 1 VERTICAL BAR EACH SIDE IN SOLID GROUTED CELLS TO MATCH VERTICAL WALL REINFORCING SEE L: S N 5. CONTINUOUS BOND BEAM BARS - WRAP BARS WITH MASTIC FOR BOND BREAK. OMIT AT UNTELS 6. RAKE JOINT 7. OPEN END MASONRY UNITS. INSTALL AS SHOWN SYMETRICAL ABOUT CONTROL'. JOINT. 8 GROUT SOLID 9 HORIZONTAL REINFORCING'.. CONTINUOUS THRU CONTROL JOINT. NnIFS NOTE: BOND BEAM BARS SHALL NOT BE LAPPED WITHIN 8' -0" OF CONTROL JOINT. AT MASONRY LINTS 3, LOCATE JOINT AT MIDSPAN OF OPENING. NO SCALE I MASONRY WALL. 2. STEEL UNTEL PER PLAN OR G.SN. - GROUT SOLID. 3 IAMB REINFORCING PER G.S.N. OR DETAILS CUT ON PLAN. 4 2 05 IN 8` DEEP SOLID GROUTED BOND BEAM - BEND BARS UP AT WALL CORNERS. 5. MASONRY LINTEL - SEE PLAN OR DETAILS FOR ADDITIONAL INFORMATION. °TYPICAL OPENING IN MASONRY WALL WITH STEEL OR MASONRY LINTEL 505 -76 NO SCALE C18 CONCRETE EQUIPMENT PAD ON GRADE 2' MIN. , STANDARD HOOK OR BOLT HEAD - TYPICAL ANCHOR BOLT '0. TYPICAL ANCHOR, ANCHOR BOLT, AND EXPANSION BOLT SCHEDULE AND BOLT/PLATE EDGE CLEARANCES 401 -02 NO SCALE PATTERN C (3) PLATE, ANGLE C CHANNEL. ETC: ANCHOR I PATTERN B (3) ) _ -(1) NOTES• 1. CHAMFER EDGES. 2. CONCRETE SLAB OR FINISHED GRADE WHERE OCCURS: 3. CONCRETE EQUIPMENT SLAB. 4. /4 AT 12" 0.0 EACH WAY TOP AND BOTTOM. 101 - 51 NO SCALE NOWS: g a TE5 HEADED STUD 41 I ...-----1- 90 PLAN VIEW - TYPICAL STEEL COLUMN BASE PLATE I. PROVIDE ANCHORS, ANCHOR BOLTS AND EXPANSION BOLTS PER THIS SCHEDULE UNLESS NOTED ON PLANS OR DETAILS. 2. EXPANSION OR ADHESIVE BOLTS USED IN MASONRY SHALL HAVE I.C.B.O. APPROVAL IN MASONRY. 3. AUTOMATIC WELDED TO DEVELOP FULL CAPACITY OF HIGH STRENGTH HEADED STUDS. 4. TNICKNESS OF DR/PACK DOES NOT APPLY TOWARDS EMBEDMENT. 5. BOLT/PLATE EDGE CLEARANCES' PER'7HE FOLLOWING - 'DV U.N.O., 3/4" DIA OR LESS 1 1/4 "' 7/8" DIA' 11/2" 1 DIA 7 3/4' I 1/8" DIA 2" '1 1/4" DIA 2 1/4 OVER 1 1/4" DIA 1.75XDIA PLATE, ANGLE. CHANNEL,: ETC QUITS 1. CENTERLINE OF COLUMN AND STEEL BASE PLATE 2. STEEL BASE PLATE 3 EDGE CLEARANCES PER THE FOLLOWING- TYP LINO. 3/4 DIA OR LESS 1 1/4" 7/8" DIA 1 1/2" I DIA 1 3/4" I 1 /8" DIA 2" 1 1/4" DIA 2 1/4" OVER 1 1/4" DIA T.75xDIA 401 -31M NO SCALE ROSES. EXPANSION BOLT (ADHESIVE BOLT SIM.) NOTE COLUMN OMITTED FOR CLARITY. FOR CO.UMN TYPE, SITE AND BASE PLATE AND ANCHOR BOLTS, SEE SCHEDULE. 1. STEEL STUD. 2. UNPUNCHED STEEL STUD TRACK ATTACHMENT REQUIRED 1/2 OA. EXPANSION BOLTS AT 48- O.0 (2 MINIMUM) OR 3/8" X' 3/4" LONG POWDER DRIVEN PINS AT 12" 0.C. FASTENER SHALL HAVE I,C.B.O. REPORT FOR SAME INSTALLATION. 3 MULTIPLE OR INTERSECTING STUDS WHERE SHOW ON PLAN OR DETAILS. CONNECT WITH /10 X 3/4" LONG SHEET METAL SCREWS AT 24" O.C. STAGGERED SPACING. AT INTERSECTING STUDS. 1 ROW OF SCREWS. 4. /10 X 3/4 °. LONG SHEET METAL . SCREWS EACH SIDE EACH STUD. 5. 2 /10 X 3/4" LONG SHEET METAL SCREWS. 8 4 /10 X 3/4" LONG SHEET METAL SCREWS. 7. /10 X 3/4 LONG SHEET METAL SCREWS AT 12 " O.C. AT DOUBLE STUDS, 8. STUD BLOCKING. NOTE. FOR AND GAGE OF TYPICAL STEEL STUDS, SEE GENERAL STRUCTURAL NOTES. SPECIAL SIZES ARE CALLED OUT ON PLAN AND /OR DETAIL. TYPICAL STEEL STUD WALL - SCREW CONNECTION 407 -22 NO SCALE INTERSECTION 0 1 1/2" TYPICAL KEY IN CONCRETE (1) 06 CONCRETE TURNDOWN AT SIDEWALK EDGE CONCRETE SLAB AT ELEVATION CHANGE 110 ESL 1. CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL REINFORCING, LAP PER G.S.N. (24" MINIMUM). 2. ALTERNATE BEND. 3, CONCRETE STEM WALL OR FOOTING. 4. REINFORCING PER PLANS AND /OR DETAILS. CORNER OPLAN - CORNER REINFORCING IN CONCRETE FOOTING, STEM OR WALL 105 -01 NO SCALE I. CONCRETE. 2. KEYED JOINT - REMOVE FORM MATERIAL PRIOR TO PLACING ADJACENT CONCRETE. NOTE ALL DIMENSIONS ARE 101 -03 NO SCALE 1 1 /4 CONTINUOUS. 2. CONCRETE SAAB ON GRADE. 3. TOOLED EDGE. 4. FINISHED GRADE OR CONCRETE SLAB AS OCCURS. 102 - 04 NO SCALE NOTES I. CONCRETE A COO E E GE 8 ON GRADE 2 TOOLED EDGE. 3 CONTINUOUS KEY - SEE TYPICAL KEY IN CONCRETE DETAIL 4. 8' MAXIMUM - VERIFY VAIN ARCHITECTURAL DRAWINGS 102 -21 NO SCALE TYPICAL STEP IN CONCRFTF F00TINE ( MAX SI OPE BETWEEN FOOTINGS TYPICAL STEP IN CONCRETE FOOTING MAXIMUM SLOPE BETWEEN ADJACENT FOOTING OR TRENCH 105 -10 NO SCALE (3) (5) PIPE THRU FOUNDATION STEM WALL SECTION (X) SHALLOW TRENCH (1) NOTE. 1 NO PIPE SHALL PASS THRU FOOTINGS OR UNDER COLUMN FOOTINGS. PIPE PASSING UNDER WALL FOOTING (3) NOTES. 1. LAP PER G.S.N. (24" MIN.) - TYPICAL 2. TOP OF WALL FOOTING. PIPE THRU STEM WALL AS OCCURS - SEE TYPICAL DETAIL RETURN TO FOOTING THICKNESS AS SHOWN ON PLAN. 5. MAXIMUM SLOPE BETWEEN BOTTOM OF FOOTINGS SHALL BE 45 DEGREES. STEP FOOTINGS AS REQUIRED - SEE TYPICAL DETAIL 6. BOTTOM OF CONCRETE FOOTING. 7 BOTTOM OF ADJACENT FOOTING OR TRENCH. ADE& I CONCRETE FOOTING 2. SLEEVE PROMOS 1/2` MINIMUM CLEARANCE AROUND PIPE OR CONDUIT. 3. PIPE OR CONDUIT. 4. CONCRETE FILL TO BE PLACED BEFOREFOOTNC IS POURED - FORM SAME AS FOOTING. AND POUR FULL WIDTH OF PIPE TRENCH 5. STEM WALL 6. Y -6" MAXIMUM - WERE TRENCH EXCEEDS NOTIFY STRUCTURAL ENGINEER PRIOR TO PLACEMENT OF FOOTING. BACXFILL AND RECOMPACT TRENCH PER SOILS REPORT AND SPECIFICATIONS BOTTOM OF TRENCH ''.. NOTES: NOTE: 0 " 2' -0" MAXIMUM. FOR ADDITIONAL INFORMATION, SEE PLANS AND DETAILS. 1. FINISHED GRADE WHERE OCCURS. 2. SLEEVE - PROVIDE I/O ` MINIMUM CLEARANCE AROUND PIPE /CONDUIT. 3. PIPE OR CONDUIT 4. STEM WALL. 5 CONCRETE FDOTNO. NOTE NO PIPE SHALL PASS THRU FOOTINGS OR UNDER COLUMN FOOTINGS. FOR ADDITIONAL INFORMATION, SEE PLANS AND DETAILS. 105 -24 NO SCALE .105 -30 NO SCALE ctFc- cAts PROJECT MANAGER PROJECT DRAFTER FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES. AND INTERPRETATION OF DRAWINGS ON SHEET 5001, PLANS AND TYPICAL DETAIL SHEETS CARUSO • TURLEY •SCOTT • INC. consulting structural engineers 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008 (602) 912 -9120 (912 -9390 FAX) it 4 0 LL Z w W cf.1 5a� M Q M J J w F- Z U W Z Architecture/ Planning/ Landscape Architecture Job# 97- 300401 Date: ORME 4/16116 Sheet Description: TYPICAL DETAILS 01 - IV Revision: A A Sheet S002 T h opjy G 1 3 1998 RINTTp Sh�s. WI OFF vv I- • .491571111116 (4) AVISCAMS A (4) ( � (2 (6) (5) ( FOZ 01 105,...warratasomr•mmar•r4 0,rwearem �s (,) (2) 11\ rig CORNER INTFRSECTION (3) CORNER ( (3) (1) ( (3) NOTES 1 2. 3. 6. 0 PLAN - MASONRY LINTELS AT MASONRY WALLS NO NOTES MASONRY WALL. VERTICAL REINFORCING FULL HEIGHT. BREAK OUT FACE SHELLS AND GROUT SOLID FULL HEIGHT OF WALL ABOVE OPENING. MASONRY LINTEL OPEN END MASONRY UNITS. DOWELS M GROUTED BOND BEAM TO MATCH AND LAP LINTEL REINFORCING PER G.S.N. - 24" X 24" MIN. (BEND AS REQUIRED). NOTE: FOR ADDITIONAL INFORMATION, SEE TYPICAL MASONRY LINTEL DETAIL. 504 - 04 NO SCALE 1. MASONRY WALL. 2. SOL, GROUTED BOND BEAM. 3. BOND BEAM REINFORCING 4. LAP REINFORCING PER GSN. (24" MINIMUM). 510 - 51 NO SCALE NOTES . 1. MASONRY WALL. 2. BOND BEAM REINFORCING. 3. CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL REINFORCING - LAP PER OSN, (24' MINIMUM). MASONRY BOND BEAM AT INTERSECTING WALLS 510 -01M NO SCALE 1 X- BRACING TO ANGLE -TOTAL WELD LENGTH - TYP. DIAGONAL CROSS BRACING. ,3 TRIPLE STUDS AT END OF PANEL UNLESS NOTED OTHERWISE. TYP ANGLE TO TRACK AND STUDS. 5. BOTTOM TRACK CONTINUOUS WHERE REQUIRED. 6 STEEL ANGLE 6' X 3 1/2' X 3/8" X 12" LONG WIH 2 -3/4" DIA ANCHOR BOLTS AT 9" OC. NOTE: WELD STRAP AD EACH STUD BETWEEN TRIPLE'. SIODS 'WITH 1 /Er X 1' FILLET WELD TOP AND BOTTOM OF STRAP - TW. 19 TOP AND BOTTOM CONNECTION FOR DIAGONAL CROSS BRACING 407 -12M NO SCALE ELEVATION - STEEL STUD WALL BRACE (5)- PLAN VIEW - MASONRY BOND BEAM AT WALL END 97 -411 NO SCALE PLAN - WALL (3) (6) 1 1: iffir=garlffr nowliirralaataR (4) ( CONTROL 24" MIN. 4 " MIN. PLAN - UNTEL (1) ( ELEVATION JOINT IN MASONRY WALL AND LINTEL 507 -11 �. 24" MIN. 24" MIN. (1) STEEL LINTEL. (1) MASONRY LINTEL NOTES 1. STEEL STUDS. 2. CONTINUOUS TOP TRACK. 3. 4.5" X 12 GAGE (FY= 50ks1) CROSS BRACING. 4. TRIPLE STUD AT BRACE - TW. 5. CONTINUOUS BRIDGING. 6. CONTINUOUS BOTTOM TRACE. 7. WELD X- BRACING TO STUD - TYPICAL NOTE: FLOOR SLAB AND FOUNDATION NOT SHOWN FOR CLARITY. 407 - 03M NO SCALE NOTE, 1, MASONRY WALL. 2, VERTICAL REINFORCING. 3. BOND BEAM REINFORCING KM STANDARD HOOK AT END. 1, MASONRY WALL.' 2. CONTROL JOINT. 3. CONTROL JOINT MATERIAL PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS' 4. 1 VERTICAL BAR EACH SIDE IN SOLID GROUTED CELLS TO MATCH VERTICAL WALL REINFORCING SEE L: S N 5. CONTINUOUS BOND BEAM BARS - WRAP BARS WITH MASTIC FOR BOND BREAK. OMIT AT UNTELS 6. RAKE JOINT 7. OPEN END MASONRY UNITS. INSTALL AS SHOWN SYMETRICAL ABOUT CONTROL'. JOINT. 8 GROUT SOLID 9 HORIZONTAL REINFORCING'.. CONTINUOUS THRU CONTROL JOINT. NnIFS NOTE: BOND BEAM BARS SHALL NOT BE LAPPED WITHIN 8' -0" OF CONTROL JOINT. AT MASONRY LINTS 3, LOCATE JOINT AT MIDSPAN OF OPENING. NO SCALE I MASONRY WALL. 2. STEEL UNTEL PER PLAN OR G.SN. - GROUT SOLID. 3 IAMB REINFORCING PER G.S.N. OR DETAILS CUT ON PLAN. 4 2 05 IN 8` DEEP SOLID GROUTED BOND BEAM - BEND BARS UP AT WALL CORNERS. 5. MASONRY LINTEL - SEE PLAN OR DETAILS FOR ADDITIONAL INFORMATION. °TYPICAL OPENING IN MASONRY WALL WITH STEEL OR MASONRY LINTEL 505 -76 NO SCALE C18 CONCRETE EQUIPMENT PAD ON GRADE 2' MIN. , STANDARD HOOK OR BOLT HEAD - TYPICAL ANCHOR BOLT '0. TYPICAL ANCHOR, ANCHOR BOLT, AND EXPANSION BOLT SCHEDULE AND BOLT/PLATE EDGE CLEARANCES 401 -02 NO SCALE PATTERN C (3) PLATE, ANGLE C CHANNEL. ETC: ANCHOR I PATTERN B (3) ) _ -(1) NOTES• 1. CHAMFER EDGES. 2. CONCRETE SLAB OR FINISHED GRADE WHERE OCCURS: 3. CONCRETE EQUIPMENT SLAB. 4. /4 AT 12" 0.0 EACH WAY TOP AND BOTTOM. 101 - 51 NO SCALE NOWS: g a TE5 HEADED STUD 41 I ...-----1- 90 PLAN VIEW - TYPICAL STEEL COLUMN BASE PLATE I. PROVIDE ANCHORS, ANCHOR BOLTS AND EXPANSION BOLTS PER THIS SCHEDULE UNLESS NOTED ON PLANS OR DETAILS. 2. EXPANSION OR ADHESIVE BOLTS USED IN MASONRY SHALL HAVE I.C.B.O. APPROVAL IN MASONRY. 3. AUTOMATIC WELDED TO DEVELOP FULL CAPACITY OF HIGH STRENGTH HEADED STUDS. 4. TNICKNESS OF DR/PACK DOES NOT APPLY TOWARDS EMBEDMENT. 5. BOLT/PLATE EDGE CLEARANCES' PER'7HE FOLLOWING - 'DV U.N.O., 3/4" DIA OR LESS 1 1/4 "' 7/8" DIA' 11/2" 1 DIA 7 3/4' I 1/8" DIA 2" '1 1/4" DIA 2 1/4 OVER 1 1/4" DIA 1.75XDIA PLATE, ANGLE. CHANNEL,: ETC QUITS 1. CENTERLINE OF COLUMN AND STEEL BASE PLATE 2. STEEL BASE PLATE 3 EDGE CLEARANCES PER THE FOLLOWING- TYP LINO. 3/4 DIA OR LESS 1 1/4" 7/8" DIA 1 1/2" I DIA 1 3/4" I 1 /8" DIA 2" 1 1/4" DIA 2 1/4" OVER 1 1/4" DIA T.75xDIA 401 -31M NO SCALE ROSES. EXPANSION BOLT (ADHESIVE BOLT SIM.) NOTE COLUMN OMITTED FOR CLARITY. FOR CO.UMN TYPE, SITE AND BASE PLATE AND ANCHOR BOLTS, SEE SCHEDULE. 1. STEEL STUD. 2. UNPUNCHED STEEL STUD TRACK ATTACHMENT REQUIRED 1/2 OA. EXPANSION BOLTS AT 48- O.0 (2 MINIMUM) OR 3/8" X' 3/4" LONG POWDER DRIVEN PINS AT 12" 0.C. FASTENER SHALL HAVE I,C.B.O. REPORT FOR SAME INSTALLATION. 3 MULTIPLE OR INTERSECTING STUDS WHERE SHOW ON PLAN OR DETAILS. CONNECT WITH /10 X 3/4" LONG SHEET METAL SCREWS AT 24" O.C. STAGGERED SPACING. AT INTERSECTING STUDS. 1 ROW OF SCREWS. 4. /10 X 3/4 °. LONG SHEET METAL . SCREWS EACH SIDE EACH STUD. 5. 2 /10 X 3/4" LONG SHEET METAL SCREWS. 8 4 /10 X 3/4" LONG SHEET METAL SCREWS. 7. /10 X 3/4 LONG SHEET METAL SCREWS AT 12 " O.C. AT DOUBLE STUDS, 8. STUD BLOCKING. NOTE. FOR AND GAGE OF TYPICAL STEEL STUDS, SEE GENERAL STRUCTURAL NOTES. SPECIAL SIZES ARE CALLED OUT ON PLAN AND /OR DETAIL. TYPICAL STEEL STUD WALL - SCREW CONNECTION 407 -22 NO SCALE INTERSECTION 0 1 1/2" TYPICAL KEY IN CONCRETE (1) 06 CONCRETE TURNDOWN AT SIDEWALK EDGE CONCRETE SLAB AT ELEVATION CHANGE 110 ESL 1. CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL REINFORCING, LAP PER G.S.N. (24" MINIMUM). 2. ALTERNATE BEND. 3, CONCRETE STEM WALL OR FOOTING. 4. REINFORCING PER PLANS AND /OR DETAILS. CORNER OPLAN - CORNER REINFORCING IN CONCRETE FOOTING, STEM OR WALL 105 -01 NO SCALE I. CONCRETE. 2. KEYED JOINT - REMOVE FORM MATERIAL PRIOR TO PLACING ADJACENT CONCRETE. NOTE ALL DIMENSIONS ARE 101 -03 NO SCALE 1 1 /4 CONTINUOUS. 2. CONCRETE SAAB ON GRADE. 3. TOOLED EDGE. 4. FINISHED GRADE OR CONCRETE SLAB AS OCCURS. 102 - 04 NO SCALE NOTES I. CONCRETE A COO E E GE 8 ON GRADE 2 TOOLED EDGE. 3 CONTINUOUS KEY - SEE TYPICAL KEY IN CONCRETE DETAIL 4. 8' MAXIMUM - VERIFY VAIN ARCHITECTURAL DRAWINGS 102 -21 NO SCALE TYPICAL STEP IN CONCRFTF F00TINE ( MAX SI OPE BETWEEN FOOTINGS TYPICAL STEP IN CONCRETE FOOTING MAXIMUM SLOPE BETWEEN ADJACENT FOOTING OR TRENCH 105 -10 NO SCALE (3) (5) PIPE THRU FOUNDATION STEM WALL SECTION (X) SHALLOW TRENCH (1) NOTE. 1 NO PIPE SHALL PASS THRU FOOTINGS OR UNDER COLUMN FOOTINGS. PIPE PASSING UNDER WALL FOOTING (3) NOTES. 1. LAP PER G.S.N. (24" MIN.) - TYPICAL 2. TOP OF WALL FOOTING. PIPE THRU STEM WALL AS OCCURS - SEE TYPICAL DETAIL RETURN TO FOOTING THICKNESS AS SHOWN ON PLAN. 5. MAXIMUM SLOPE BETWEEN BOTTOM OF FOOTINGS SHALL BE 45 DEGREES. STEP FOOTINGS AS REQUIRED - SEE TYPICAL DETAIL 6. BOTTOM OF CONCRETE FOOTING. 7 BOTTOM OF ADJACENT FOOTING OR TRENCH. ADE& I CONCRETE FOOTING 2. SLEEVE PROMOS 1/2` MINIMUM CLEARANCE AROUND PIPE OR CONDUIT. 3. PIPE OR CONDUIT. 4. CONCRETE FILL TO BE PLACED BEFOREFOOTNC IS POURED - FORM SAME AS FOOTING. AND POUR FULL WIDTH OF PIPE TRENCH 5. STEM WALL 6. Y -6" MAXIMUM - WERE TRENCH EXCEEDS NOTIFY STRUCTURAL ENGINEER PRIOR TO PLACEMENT OF FOOTING. BACXFILL AND RECOMPACT TRENCH PER SOILS REPORT AND SPECIFICATIONS BOTTOM OF TRENCH ''.. NOTES: NOTE: 0 " 2' -0" MAXIMUM. FOR ADDITIONAL INFORMATION, SEE PLANS AND DETAILS. 1. FINISHED GRADE WHERE OCCURS. 2. SLEEVE - PROVIDE I/O ` MINIMUM CLEARANCE AROUND PIPE /CONDUIT. 3. PIPE OR CONDUIT 4. STEM WALL. 5 CONCRETE FDOTNO. NOTE NO PIPE SHALL PASS THRU FOOTINGS OR UNDER COLUMN FOOTINGS. FOR ADDITIONAL INFORMATION, SEE PLANS AND DETAILS. 105 -24 NO SCALE .105 -30 NO SCALE ctFc- cAts PROJECT MANAGER PROJECT DRAFTER FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES. AND INTERPRETATION OF DRAWINGS ON SHEET 5001, PLANS AND TYPICAL DETAIL SHEETS CARUSO • TURLEY •SCOTT • INC. consulting structural engineers 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008 (602) 912 -9120 (912 -9390 FAX) it 4 0 LL Z w W cf.1 5a� M Q M J J w F- Z U W Z Architecture/ Planning/ Landscape Architecture Job# 97- 300401 Date: ORME 4/16116 Sheet Description: TYPICAL DETAILS 01 - IV Revision: A A Sheet S002 T h opjy G 1 3 1998 RINTTp Sh�s. WI OFF vv / , gm Biagi (4) ( � (2 (6) (5) ( FOZ 01 105,...warratasomr•mmar•r4 0,rwearem �s (,) (2) 11\ rig CORNER INTFRSECTION (3) CORNER ( (3) (1) ( (3) NOTES 1 2. 3. 6. 0 PLAN - MASONRY LINTELS AT MASONRY WALLS NO NOTES MASONRY WALL. VERTICAL REINFORCING FULL HEIGHT. BREAK OUT FACE SHELLS AND GROUT SOLID FULL HEIGHT OF WALL ABOVE OPENING. MASONRY LINTEL OPEN END MASONRY UNITS. DOWELS M GROUTED BOND BEAM TO MATCH AND LAP LINTEL REINFORCING PER G.S.N. - 24" X 24" MIN. (BEND AS REQUIRED). NOTE: FOR ADDITIONAL INFORMATION, SEE TYPICAL MASONRY LINTEL DETAIL. 504 - 04 NO SCALE 1. MASONRY WALL. 2. SOL, GROUTED BOND BEAM. 3. BOND BEAM REINFORCING 4. LAP REINFORCING PER GSN. (24" MINIMUM). 510 - 51 NO SCALE NOTES . 1. MASONRY WALL. 2. BOND BEAM REINFORCING. 3. CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL REINFORCING - LAP PER OSN, (24' MINIMUM). MASONRY BOND BEAM AT INTERSECTING WALLS 510 -01M NO SCALE 1 X- BRACING TO ANGLE -TOTAL WELD LENGTH - TYP. DIAGONAL CROSS BRACING. ,3 TRIPLE STUDS AT END OF PANEL UNLESS NOTED OTHERWISE. TYP ANGLE TO TRACK AND STUDS. 5. BOTTOM TRACK CONTINUOUS WHERE REQUIRED. 6 STEEL ANGLE 6' X 3 1/2' X 3/8" X 12" LONG WIH 2 -3/4" DIA ANCHOR BOLTS AT 9" OC. NOTE: WELD STRAP AD EACH STUD BETWEEN TRIPLE'. SIODS 'WITH 1 /Er X 1' FILLET WELD TOP AND BOTTOM OF STRAP - TW. 19 TOP AND BOTTOM CONNECTION FOR DIAGONAL CROSS BRACING 407 -12M NO SCALE ELEVATION - STEEL STUD WALL BRACE (5)- PLAN VIEW - MASONRY BOND BEAM AT WALL END 97 -411 NO SCALE PLAN - WALL (3) (6) 1 1: iffir=garlffr nowliirralaataR (4) ( CONTROL 24" MIN. 4 " MIN. PLAN - UNTEL (1) ( ELEVATION JOINT IN MASONRY WALL AND LINTEL 507 -11 �. 24" MIN. 24" MIN. (1) STEEL LINTEL. (1) MASONRY LINTEL NOTES 1. STEEL STUDS. 2. CONTINUOUS TOP TRACK. 3. 4.5" X 12 GAGE (FY= 50ks1) CROSS BRACING. 4. TRIPLE STUD AT BRACE - TW. 5. CONTINUOUS BRIDGING. 6. CONTINUOUS BOTTOM TRACE. 7. WELD X- BRACING TO STUD - TYPICAL NOTE: FLOOR SLAB AND FOUNDATION NOT SHOWN FOR CLARITY. 407 - 03M NO SCALE NOTE, 1, MASONRY WALL. 2, VERTICAL REINFORCING. 3. BOND BEAM REINFORCING KM STANDARD HOOK AT END. 1, MASONRY WALL.' 2. CONTROL JOINT. 3. CONTROL JOINT MATERIAL PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS' 4. 1 VERTICAL BAR EACH SIDE IN SOLID GROUTED CELLS TO MATCH VERTICAL WALL REINFORCING SEE L: S N 5. CONTINUOUS BOND BEAM BARS - WRAP BARS WITH MASTIC FOR BOND BREAK. OMIT AT UNTELS 6. RAKE JOINT 7. OPEN END MASONRY UNITS. INSTALL AS SHOWN SYMETRICAL ABOUT CONTROL'. JOINT. 8 GROUT SOLID 9 HORIZONTAL REINFORCING'.. CONTINUOUS THRU CONTROL JOINT. NnIFS NOTE: BOND BEAM BARS SHALL NOT BE LAPPED WITHIN 8' -0" OF CONTROL JOINT. AT MASONRY LINTS 3, LOCATE JOINT AT MIDSPAN OF OPENING. NO SCALE I MASONRY WALL. 2. STEEL UNTEL PER PLAN OR G.SN. - GROUT SOLID. 3 IAMB REINFORCING PER G.S.N. OR DETAILS CUT ON PLAN. 4 2 05 IN 8` DEEP SOLID GROUTED BOND BEAM - BEND BARS UP AT WALL CORNERS. 5. MASONRY LINTEL - SEE PLAN OR DETAILS FOR ADDITIONAL INFORMATION. °TYPICAL OPENING IN MASONRY WALL WITH STEEL OR MASONRY LINTEL 505 -76 NO SCALE C18 CONCRETE EQUIPMENT PAD ON GRADE 2' MIN. , STANDARD HOOK OR BOLT HEAD - TYPICAL ANCHOR BOLT '0. TYPICAL ANCHOR, ANCHOR BOLT, AND EXPANSION BOLT SCHEDULE AND BOLT/PLATE EDGE CLEARANCES 401 -02 NO SCALE PATTERN C (3) PLATE, ANGLE C CHANNEL. ETC: ANCHOR I PATTERN B (3) ) _ -(1) NOTES• 1. CHAMFER EDGES. 2. CONCRETE SLAB OR FINISHED GRADE WHERE OCCURS: 3. CONCRETE EQUIPMENT SLAB. 4. /4 AT 12" 0.0 EACH WAY TOP AND BOTTOM. 101 - 51 NO SCALE NOWS: g a TE5 HEADED STUD 41 I ...-----1- 90 PLAN VIEW - TYPICAL STEEL COLUMN BASE PLATE I. PROVIDE ANCHORS, ANCHOR BOLTS AND EXPANSION BOLTS PER THIS SCHEDULE UNLESS NOTED ON PLANS OR DETAILS. 2. EXPANSION OR ADHESIVE BOLTS USED IN MASONRY SHALL HAVE I.C.B.O. APPROVAL IN MASONRY. 3. AUTOMATIC WELDED TO DEVELOP FULL CAPACITY OF HIGH STRENGTH HEADED STUDS. 4. TNICKNESS OF DR/PACK DOES NOT APPLY TOWARDS EMBEDMENT. 5. BOLT/PLATE EDGE CLEARANCES' PER'7HE FOLLOWING - 'DV U.N.O., 3/4" DIA OR LESS 1 1/4 "' 7/8" DIA' 11/2" 1 DIA 7 3/4' I 1/8" DIA 2" '1 1/4" DIA 2 1/4 OVER 1 1/4" DIA 1.75XDIA PLATE, ANGLE. CHANNEL,: ETC QUITS 1. CENTERLINE OF COLUMN AND STEEL BASE PLATE 2. STEEL BASE PLATE 3 EDGE CLEARANCES PER THE FOLLOWING- TYP LINO. 3/4 DIA OR LESS 1 1/4" 7/8" DIA 1 1/2" I DIA 1 3/4" I 1 /8" DIA 2" 1 1/4" DIA 2 1/4" OVER 1 1/4" DIA T.75xDIA 401 -31M NO SCALE ROSES. EXPANSION BOLT (ADHESIVE BOLT SIM.) NOTE COLUMN OMITTED FOR CLARITY. FOR CO.UMN TYPE, SITE AND BASE PLATE AND ANCHOR BOLTS, SEE SCHEDULE. 1. STEEL STUD. 2. UNPUNCHED STEEL STUD TRACK ATTACHMENT REQUIRED 1/2 OA. EXPANSION BOLTS AT 48- O.0 (2 MINIMUM) OR 3/8" X' 3/4" LONG POWDER DRIVEN PINS AT 12" 0.C. FASTENER SHALL HAVE I,C.B.O. REPORT FOR SAME INSTALLATION. 3 MULTIPLE OR INTERSECTING STUDS WHERE SHOW ON PLAN OR DETAILS. CONNECT WITH /10 X 3/4" LONG SHEET METAL SCREWS AT 24" O.C. STAGGERED SPACING. AT INTERSECTING STUDS. 1 ROW OF SCREWS. 4. /10 X 3/4 °. LONG SHEET METAL . SCREWS EACH SIDE EACH STUD. 5. 2 /10 X 3/4" LONG SHEET METAL SCREWS. 8 4 /10 X 3/4" LONG SHEET METAL SCREWS. 7. /10 X 3/4 LONG SHEET METAL SCREWS AT 12 " O.C. AT DOUBLE STUDS, 8. STUD BLOCKING. NOTE. FOR AND GAGE OF TYPICAL STEEL STUDS, SEE GENERAL STRUCTURAL NOTES. SPECIAL SIZES ARE CALLED OUT ON PLAN AND /OR DETAIL. TYPICAL STEEL STUD WALL - SCREW CONNECTION 407 -22 NO SCALE INTERSECTION 0 1 1/2" TYPICAL KEY IN CONCRETE (1) 06 CONCRETE TURNDOWN AT SIDEWALK EDGE CONCRETE SLAB AT ELEVATION CHANGE 110 ESL 1. CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL REINFORCING, LAP PER G.S.N. (24" MINIMUM). 2. ALTERNATE BEND. 3, CONCRETE STEM WALL OR FOOTING. 4. REINFORCING PER PLANS AND /OR DETAILS. CORNER OPLAN - CORNER REINFORCING IN CONCRETE FOOTING, STEM OR WALL 105 -01 NO SCALE I. CONCRETE. 2. KEYED JOINT - REMOVE FORM MATERIAL PRIOR TO PLACING ADJACENT CONCRETE. NOTE ALL DIMENSIONS ARE 101 -03 NO SCALE 1 1 /4 CONTINUOUS. 2. CONCRETE SAAB ON GRADE. 3. TOOLED EDGE. 4. FINISHED GRADE OR CONCRETE SLAB AS OCCURS. 102 - 04 NO SCALE NOTES I. CONCRETE A COO E E GE 8 ON GRADE 2 TOOLED EDGE. 3 CONTINUOUS KEY - SEE TYPICAL KEY IN CONCRETE DETAIL 4. 8' MAXIMUM - VERIFY VAIN ARCHITECTURAL DRAWINGS 102 -21 NO SCALE TYPICAL STEP IN CONCRFTF F00TINE ( MAX SI OPE BETWEEN FOOTINGS TYPICAL STEP IN CONCRETE FOOTING MAXIMUM SLOPE BETWEEN ADJACENT FOOTING OR TRENCH 105 -10 NO SCALE (3) (5) PIPE THRU FOUNDATION STEM WALL SECTION (X) SHALLOW TRENCH (1) NOTE. 1 NO PIPE SHALL PASS THRU FOOTINGS OR UNDER COLUMN FOOTINGS. PIPE PASSING UNDER WALL FOOTING (3) NOTES. 1. LAP PER G.S.N. (24" MIN.) - TYPICAL 2. TOP OF WALL FOOTING. PIPE THRU STEM WALL AS OCCURS - SEE TYPICAL DETAIL RETURN TO FOOTING THICKNESS AS SHOWN ON PLAN. 5. MAXIMUM SLOPE BETWEEN BOTTOM OF FOOTINGS SHALL BE 45 DEGREES. STEP FOOTINGS AS REQUIRED - SEE TYPICAL DETAIL 6. BOTTOM OF CONCRETE FOOTING. 7 BOTTOM OF ADJACENT FOOTING OR TRENCH. ADE& I CONCRETE FOOTING 2. SLEEVE PROMOS 1/2` MINIMUM CLEARANCE AROUND PIPE OR CONDUIT. 3. PIPE OR CONDUIT. 4. CONCRETE FILL TO BE PLACED BEFOREFOOTNC IS POURED - FORM SAME AS FOOTING. AND POUR FULL WIDTH OF PIPE TRENCH 5. STEM WALL 6. Y -6" MAXIMUM - WERE TRENCH EXCEEDS NOTIFY STRUCTURAL ENGINEER PRIOR TO PLACEMENT OF FOOTING. BACXFILL AND RECOMPACT TRENCH PER SOILS REPORT AND SPECIFICATIONS BOTTOM OF TRENCH ''.. NOTES: NOTE: 0 " 2' -0" MAXIMUM. FOR ADDITIONAL INFORMATION, SEE PLANS AND DETAILS. 1. FINISHED GRADE WHERE OCCURS. 2. SLEEVE - PROVIDE I/O ` MINIMUM CLEARANCE AROUND PIPE /CONDUIT. 3. PIPE OR CONDUIT 4. STEM WALL. 5 CONCRETE FDOTNO. NOTE NO PIPE SHALL PASS THRU FOOTINGS OR UNDER COLUMN FOOTINGS. FOR ADDITIONAL INFORMATION, SEE PLANS AND DETAILS. 105 -24 NO SCALE .105 -30 NO SCALE ctFc- cAts PROJECT MANAGER PROJECT DRAFTER FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES. AND INTERPRETATION OF DRAWINGS ON SHEET 5001, PLANS AND TYPICAL DETAIL SHEETS CARUSO • TURLEY •SCOTT • INC. consulting structural engineers 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008 (602) 912 -9120 (912 -9390 FAX) it 4 0 LL Z w W cf.1 5a� M Q M J J w F- Z U W Z Architecture/ Planning/ Landscape Architecture Job# 97- 300401 Date: ORME 4/16116 Sheet Description: TYPICAL DETAILS 01 - IV Revision: A A Sheet S002 T h opjy G 1 3 1998 RINTTp Sh�s. WALL REINFORCING (1M SCHEDULE 913 -06MLQ NOTE: 1. ALL REINFORCING SHOWN ON PLAN AND AS NOTED BELOW SHALL BE FULL HEIGHT OF WALL U.N.O. FOR LAP SPLICES, SEE G.S.N. 3. FOR SPECIAL REINFORCING, SEE FOUNDATION PLAN. MARK REINFORCING REMARKS WI #5 VERT AT 24" O.C. WITH BOND BEAMS PER G.S.N. AT 48" 0.0. VERTICALLY ___ AT #5 VERT AT 48" O.C. - -- W3 #5 VERT AT 24" O.C. - -- W4 #6 VERT AT 8" 0.C. WI ABOVE 3RD FLOOR EXCEPT AT CORNERS TYPICAL VERTICAL JAMB /WALL END REINFORCING - U.N.O. FOR HORIZONTAL, SEE DETAIL 13. orrr'.iAmp rri�rrJ ia IN d L - 2mii�iiq %i Jrii % #4010(1) #4016(2) N 1 -4" / /porawalurarrtN4 i■ � /ri ri A /rr re A / X -2 #5 VERTS IN GROUTED CELL W SHOWN GROUT ADDITIONAL CELLS AS SHOWN. 2' -8" OR GREATER #4010(1) #4016(2) WOOD TRUSS Cl, SCHEDULE 922 -11M NOTES: 12" MIN PER DETAIL 403. MECHANICAL DRAWINGS. BE DESIGNED MIN 2.5 KIP AXIAL 1. TRUSS FABRICATOR SHALL ADJUST HEEL HEIGHT AS 2. SPACING SHALL BE ±24" O.C. TYP U.N.O. 3. 'S' INDICATES SINGLE STUB OF TRUSS. 4, 'D' INDICATES DOUBLE STUD OF TRUSS. 5. 'M' INDICATES MODIFIED PER DETAILS. 6. TRUSSES SHALL BE "FINK" TYPE AS REQUIRED, SEE 7. 'T3' TRUSSES AS "JACK TRUSSES" AT HIP ROOFS SHALL WITHOUT WEB MEMBERS TO ACCOMMODATE MECHANICAL 8. TRUSS MFR TO DESIGN ALL TRUSS TOP CHORDS FOR LOAD TYPICAL UNLESS NOTED OTHERWISE ON DRAWINGS. MARK SIZE / TYPE REMARKS T1 COMMON T1A - GIRDER T2 ., T2A - GIRDER / HIP \ T3 MONO T3A - GIRDER T4 GB1 T4A - GIRDER FLAT 4 #5 TS #4010(1) #4016(2) T5A - GIRDER MONO HIP GRADE BEAM (GB) SCHEDULE 907 -01 _ p N _ .-S ' " F TOP REINFORCING. 2ND LAYER WHERE OCCURS. ? VERTICAL WALL REINFORCING. TOP OF SOLID GROUT. TOP REINFORCING WHERE INDICATED HEIGHT ■ 1 STIRRUPS. BOTTOM REINFORCING. NOTES: 1. CONCRETE Fc = 2. WHERE SPLICES SUPPORTS AND TOP 3. WHEN DIFFERENT ADJACENT GRADE OVER SUPPORTS 4. COLD JOINTS SHALL WITH THE LONGITUDINAL USE THREE HORIZONTAL 2" CLR TO TIES FORMED) 3" CLR TO TIES (UN 4,000 PSI ARE REQUIRED, LAP BOTTOM REINFORCING AT REINFORCING AT MIDSPAN. AREAS OF TOP REINFORCING OCCUR AT BEAMS, EXTEND LARGER AREA OF STEEL AND LAP AT MIDSPAN. BE MADE NEAR MIDSPAN OF THE GRADE BEAMS REINFORCING CONTINUOUS THRU JOINT. KEYS EQUALLY SPACED AT JOINT. MARK DIMENSIONS REINFORCING REMARKS "W" "H" TOP BOTTOM STIRRUPS GB1 12" 24" 4 #5 4 #5 #4010(1) #4016(2) (1) OUTER THIRDS (2) MIDDLE THIRDS 092 12" 24" 2 -4#5 2 LAYERS 2 -4 #5 2 LAYERS #4010(1) #4016(2) (1) OUTER THIRDS (2) MIDDLE THIRDS 5' -0" 6 #5 EACH WAY - -- • 12" 6' -0" • MASONRY LINTEL (ML) SCHEDULE 937 -01LO FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS. 1HOI3H " VERTICAL WALL REINFORCING. TOP OF SOLID GROUT. TOP REINFORCING WHERE INDICATED HEIGHT FOOTING REINFORCING. CLR NOTE: FOR DEPTH OF FOOTING, SEE G, S.N. // % �r� J - .' WIDTH /LENGTH IN LINTEL SCHEDULE. OPEN END BLOCKS. REINFORCING - SEE SCHEDULE. = LINTEL "U" BLOCK. SHORE LINTEL UNTIL GROUT REACHES DESIGN STRENGTH. NOTE 1. VERTICAL REINFORCING TO MATCH AND LAP WALL REINFORCING PER G.S.N. 2. EXTEND GROUT, OPEN END MASONRY UNITS AND REINFORCING Y -0" PAST EACH JAMB. USE CORNER BARS WHERE 2 -0" CANNOT BE ACHIEVED. MARK HEIGHT REINFORCING REMARKS ML1 16" 2 # 12" AT ML1A ML2 24" 2 #5 TOP AND BOTTOM. - -- EXTEND 6" MIN ALL AROUND F2 12" 4' -0" ISOLATED FOOTING (F) SCHEDULE 901 -11LQ FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS. 1HOI3H " \ BASE CONNECTION FOOTING REINFORCING. CLR NOTE: FOR DEPTH OF FOOTING, SEE G, S.N. AA J - .' WIDTH /LENGTH " ' v > MARK DIMENSIONS FOOTING REINFORCING REMARKS HEIGHT '.WIDTH LENGTH FT 12" MIN SEE PLAN SEE PLAN AT 12" #4 EANOY O.C. TOP AND D BOTTOM EXTEND 6" MIN ALL AROUND F2 12" 4' -0" 4' -0 " 5 #5 EACH WAY - -- F3 12" S' -0" 5' -0" 6 #5 EACH WAY - -- F4 12" 6' -0" 6' -0" S #5 EACH WAY -- • CONTINUOUS FOOTING (WF) SCHEDULE 901 -03MLQ FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS. TRANSVERSE. REINFORCING. '1H013H^ \ BASE CONNECTION CONTINUOUS REINFORCING. NOTE: FOR DEPTH OF FOOTING, AA TS7x5x1/4 ` n SEE G.S.N. I I EXTEND FOOTINGS 12" WIDTH BEYOND END OF WALLS .# AS SHOWN - TYP UNO. MARK DIMENSIONS FOOTING REINFORCING REMARKS HEIGHT WIDTH LONGITUDINAL TRANSVERSE WFI 12" V-0" #4 N/A --- PATTERN A • • • • COLUMN (C) SCHEDULE 9f0 -01LQ NOTE: FOR ANCHOR BOLT PATTERN, SEE TYPICAL DETAIL 10.,. MARK SIZE BASE CONNECTION , BOLT PATTERN AND /OR REMARKS C1 TS7x5x1/4 1" X 11" X 9 "PLATE WITH 2 -1' DIA ANCHOR BOLTS PATTERN C C2 TS7x5x1 /4 1" X 11" X 12" PLATE WITH 4 -1" DIA ANCHOR BOLTS PATTERN B C3 TS7x5x1 /4 1" X 12" X 12" PLATE WITH 4 -3/4" DIA ANCHOR BOLTS PATTERN A C4 TS4x4x1 /4 3/4" X 12 "X 12" PLATE WITH 4 -1" DIA ANCHOR BOLTS PATTERN A C5 TS8x8xI /2. 1" X 16" X 16" PLATE WITH 4 -1 ". DIA ANCHOR BOLTS PATTERN A FRAMING SCHEDULES FOUNDATION SCHEDULES FOUNDATION SCHEDULES FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES AND INTERPRETATION OF DRAWINGS ON SHEET 5001, PLANS AND TYPICAL DETAIL SHEETS PROJECT NUMBER 98 -081 PROJECT ENGINEER LGL PROJECT MANAGER HF PROJECT DRAFTER WLC ps CARUSO•TURLEY• SCOTT •INC. consulting structural engineers 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008 (602) 912 -9120 (912 -9390 FAX) 0 A A 0 I.L. Z Z 0 0 W I-- • W � a3 � Q J J � � CC W z U W Z FAA III III 11111 'a'd1 *'is w aitill 4 el Liito • , 4148 North 48th Street Phoenix. Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 8 Sheet Description: GUESTW1NG SCHEDULES Revision: Sheet 5003 Architecture/ Planning/ Landscape Architecture LOCATION OF DETAILS DETAILS 91EET XSCAIP'11DN - -- 5001 GENERAL STRUCTURAL NOTES 01 -19 5002 TYPICAL DETAILS - -- 5003 SCHEDULES 101 -119 S201. '. FOUNDATION DETAILS 121 -139 5202 FOUNDARON. DETAILS 201 -219 S301 LOBBY ROOF FRAMING DETAILS 221 -239 S302 LOBBY ROOF FRAMING DETAILS 241 -259 S303 LOBBY ROOF FRAMING DETAILS 301 -319. 5401 PRECAST FRAMING DETAILS '. 321 -339 S402 PRECAST FRAMING DETAILS 341 -359 5403 PRECAST AND STAIR FRAMING DETAILS. 401 -419, S501 GUESTWING ROOF FRAMING DETAILS 421 -439 S502 GIIESTWING ROOF FRAMING DETAILS FOR ADDITIONAL INFORMATION SHOWN. BUT NOT NOTED, SEE ,GENERAL STRUCTURAL NOTES AND INTERPRETATION OF DRAWINGS ON SHEET SOOT, PLANS. AND TYPICAL DETAIL SHEETS PROJECT NUMBER, 98 -081 PROJECT MANAGER HF PROJECT ENGINEER LGL PROJECT DRAFTER WLC. 4 1 CARUltin SO • TURLEY • SCOTT in • INC. consu g eng 2702 NORTH 44TH STREET SUITE 200 / PHOENIX, ARIZONA 85008 (602) 912 -5120 (912 -9390 FAX) 0! C 0 A S CMG C.J. CCNC C.J. CONC C.J. CCNC CJ. CONC C.J CONC C.J. MAC C.J. CONC C.J. CONC C.J. CONC C.J. CONC C.J. W2 /WF1' CONC CJ CCNC C.J. CONC C.J. pcsrriiiii IlrEl.] " CONC C.J. CONC CJ. COW C.J. . CET2"11 /.111"'oJ rr raves///r'cs — I W2 /GB1 N.P.P.a4Pd d. ICEM 5 CONE CJ. I� REINF. OVER BASE FILL. 12" CONE SLAB WITH FIBRE GB1 TYP AT STAIRS CONE C.J CONC C.J CONE C.J CON C.J. CCNC C:J. CONE C.J CONE C.J CONE CJ. CONE C.J. .�CS7J if{Y�JJ. VSrJSOI IMrr ro f19>rJ1W110.71 10WA -VA" Jr SJIMRil1LY13 WI TYP AT SHADED WALLS U.N.O. AT ELEV,. STAIR CORES GROUT SOLID FULL HEIGHT. W2 /GB1 15' -2" W2 /GBl W2 /GB1 15-2" W2 /GB1 W2 /GB1 15 - 2" W2 /GB1 "POPOUTS" PER ARCH'L TYPICAL WHERE SHOWN. 15' -2" "POPOUTS• PER ARCH'L TYPICAL WHERE SHOWN. W2 /GBT w2/Gal 15-2 W2 /GB1 GIIFSTWING SPFCI'AI FNTI WAIL REINFORCING WHERE SHOWN: 46 IN FIRST 4 CELLS (4TOTAL) FULL HEIGHT OF WALL WHERE SHOWN, 15' -2" W2 /GB1 W2 /GB W2 /GB1 W2 /GB1 1B" DIA CONCRETE AUGERED PILES PER DETAIL 101 TYP. WHERE SHOWN. m W2 /GB1' 15' -2" 15' - -2" W2 /GB1 15' -2" 15' -2" GUESTWING SPFJ.AI FND WALL REJNFORCING WHFRF SHOWN: 1#6 IN FIRST 4 CELLS (4TOTAL) FULL HEIGHT OF WALL AT GRIDS 4 AND 11 WHERE SHOWN. W2 /GB1 15' -2" 15 W2 /G81 15' -2" 15' -2" 15' -2" 18" DIA CONCRETE AUGERED PILES PER DETAIL 101 TYP WHERE SHOWN. 15' -2" TYPICAL CONCRETE SLAB ON GRADE 5" THICK CONCRETE SLAB WITH 6x6 /W1.4xW1.4 W.W.F. OVER 4" A.B.C. FILL ON VAPOR BARRIER PER ARCH'L. VERIFY ALL DEPRESSIONS AND SLOPES IN SLAB ON GRADE WITH ARCH'L DRAWINGS. WI TYP AT SHADED WALLS U.N.O. AT ELEV. STAIR CORES — GROUT SOLID FULL HEIGHT. H W 2 (n W cri z I— Q z I— z 0 cr 0 0 . LL FouwMnON NOTES - TYP lAAlo! 1 VERIFY ALL DIMENSIONS WITH', ARCHITECTURAL DRAWINGS.�I BUILDING DIMENSIONS, WHERE SHOWN, WERE PRONGED RY THE ARCHITECT AND SHALL BE VERIFIED WITH SAME. DO NOT USE 'GONG C.J AS DIMENSION LINE OR TO LOCATE BUILDING ELEMENTS U.N.O. AB BHONN ON PLAN INDICATE$ 8' MABUNRV WALL SEE G.S YPIC D ETAIL PLANS AND DETAILS ipi ADdRONAL INFDRMA' 'ALL RE SHOW p /OR NOlEO SHALL BE NLL HEIGHT OF WALL - ttP U.N 0.' 3. AS SHOWN ON PLAN Vine' 8/8 STEEL STUD WALL PER S N S1E L $ D$ ;HALL BE SPACED AT 18' O.0 FON LINTELS IN STEEL 91V0 WALLS, SEE DEtNL 230 - TVP ,J2 SEE O.SN., TYPICAL "TAI ;. "`"919 ANO OMER DETAILB FOR AOdnONAI INFpIMAnCxI 4, OBE SHEET 50 GB2. ET03. AS SHOWN ON PUN INMATES ca. Bum, SEE SCHEDVLE ON - 'AT'1, WT2, ETC - A$ $HDWNOH PLµ INDICATES 9 °""'" 9 WALL 9 °""° . BEE BCHEWIE ON SHEET $001 ] UNLA$R -NOTED ATHERWSE CN PLANS µD /OR DETAILS, CAPS OP P0011NO O81EN90N4 iNdt- Bi TH€ u'.3N -€ MMWRJMS FOUNOAndI CCNIFTACTdt $MALL COdIdNATE WIM BOIL REPORT AND ALL TRADE$ TO INSURE IHAT THESE MOEMW$ ARE SNiIOENT FOR LHE NORk. XE TYPICAL DETAILS idl AOdnONAI RCWYLCNENiS. B. I, C2, ETC - A$ SHOWN W "L"." INOMAIEB STEEL `"`"N" SFE SCHEDULE ON S HEET $003. WT, W2, CTC - A ar3. PLµ INg MASONRY WALL RCI16pRdNG, SEC SCHEDULE CW. $MEET 8003. FOR ADDY INFORYAl10N, SE[ O.AN., PLµS ANO DETARB. BUROINO WTICREIE SLAB W DRADE SHALL BC AB NOTED ON PLAN. L EEA E OS vZE AND LOCAnON a DEPNf55[D AND /OR RIOTED SLAM WI1N'ARCN'L dtAWNOS. Fd2 $IDEWAUt LOCAnON, SE£ ARCH'L DRAWINGS. fOR ADpInOHAI; SNFORMATION,. SEE G$.N. AND TYPICAL DETAIL$. ; 11. CON? C J. - A$ SHOWN ZI PLAN t, E$ .00ARON OF OMER 14 0R' S CONiRC'A�JgNT IN CONCRETE' ON ORApE AT CONTRACTOR'S OPTIOTI,SEE .S.N. µ0 TYPICAL DETAILS 12. LIAR C.J AB SHOWN ON PUN MDICARS MASONRYCdiROI JgNi IN MASONRY WALL. SE[ G.B.N AND TYPICAL DETAILS, IJ. IN ALL CASES, THE.. S' ^8' COI6DCR MENSION IS TO FACE OF MASONRY 0 LL. z z 0 g w s I_ Z in co Z5 � � J �� CC U W Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802) 848 -846$ Job# 97 9004.O1 OUESTWINO FOUNDATION PLAN Revision: Q A Date: ',mss' 4 /i5 /is Sheet Description: A Sheet 5101 W2 /GB2. CONC C.J. CONE C.J. W3 /GB2 W2 /GB2 TAnN/I6I/WI 6a ra !rifT W2 /GB2 JratIVAIM STEEL STUDS PER PLAN NOTES WHERE SHOWN - :rk a.iivy %>iroieosa tY� .�APAVn.Tl 5" THICK CONCRETE SLAB WITH 6x6/W1.4xW1.4 W.W.F. OVER 4" A.Q.C. FILL ON VAPOR BARRIER PER ARCH'L. VERIFY ALL DEPRESSIONS AND SLOPES IN SLAB ON GRADE WITH ARCH'L DRAWINGS. 16' -9 W2 /GB1 20 -2" 18 DIA CONCRETE AUGERED PIES PER DETAIL 101 TOPICAL WHERE SHOWN, 06 1 102'.. 1 2. - 4" K LOBBY FOUNDATION PLAN SCALE: or R Q 0 '99P 4L c<0,0 7 C5 LOBBY SPECIAL END WALL REINFORCING WHERE SHOWN- 11y6 IN FIRST 4 CELLS (4TOTAL) FULL HEIGHT OF WALL WHERE SHOWN, FOUNDATION NOTES TYP VERIFY ALL DIMENSIONS WI/11 ARCHITECTURAL DRAWINGS. BUILDING DIMENSIONS, MERE SHOWN,'WERE PROVIDED BY THE ARCHITECT AND SHALL BE VERIFIED VA. SAME. DO NOT USE "GONG CJ.' AS DIMENSION LINE OR TO LOCATE BUILDING ELEMENTS U.N.O. AS 9NOWN ON PLAN INDICATES 6' uASUNRY WALL, SEE OS N., I =L OETAE PUNS ANO DETAN,S FOR AOOIRONAL IWOiuARON ALL RCI"'"NO �SHaO.N- NSA- N- Oa /O —R1 NOlEO SNIiI OE !ULL MEIGMI OP WALL - TW U.N.O. 3. j0F 1.3 T" AS SHOWN CM PLAN INDCATES ! 6/6' S1EEL $ND WALL PER C.S.N. S1EEL S OS SNAIL 8E SPACED AT I6' 0 C OR UN1EL5 IN IIIEL S1U0 WALLS, SEE DETML 230 - TYP U.N O. SC[ G.SN, TIP/CAL DETAILS, PLANS AND OTHER DETAILS iClt ACOIR ONAL MFOPYARON. ' 4. CB1, SHEET SVGS, GB2, ETC - AS SHOWN ON PLAN INDICATES'. GRADE BEAN, SEE SCHEDULE CN 5. !ON I FI [L[ - A6 SHORN CN PUN INDICATES ISOLATED iCOTINO, SEE SCHEDULE SHE[T 500.1, 6. WI WF2, ETC - AS SHOWN ON PLAN INDICATES CCNTWUWS WALL FOOTING, SE SCHEDULE W SHCCt S00]. UNLES6NOT D rE AND / OEPTN PoORND raCNN0 INpCATCO M THE G.S.N ARE NMMUMS i CONTRACTOR OF SHAL. COORONAIE WITH SOL REPCRI AND ALL .TRADES INSRE HAT 1HESE IVIZI ARE SU 4 Fl1CIENT i0R TNT WORN SEE iYPICAI DETAILS TD i01t ADORCN N. R[WINCYCNTS R. CI, C2 ETC - AS SHOWN ON PUN INDICATES MIL COLWN, SCE SCHEDULE ON SHEER SW3. 9. WI. W2, ETC - AS SHOWN ONN PLAN NNpCAlES 1 Y WALL RDNFYx T SFE SCHEDULE ON SHEE! SODS. fOR AODL IN $ECG 5 N. PLANS MID DETAA9. BURWNO CONCRETE SLAB ON GRADE SHALL eE' NOlEO OH PLAN YERVY E%ACT '. SITE ANO LOG 01'DEPRCSSEO AND/OR .RAKD SLABS WIN ARC DRAWNOS IOtSIOEWAUt LOCATION, SEE ARCML ORAWNGS. !OR , NAL INFNSRMAl10N SEE G .SN. AND TY DETALS, ' .. ' 11. CONE FJ. - AS SHOWN ON UN W 00 66 06 C ON IO 000'5 KEYED O 5 6040. CONTROL JOINT IN CONCRETE P SL'AB.ON GRAD AT CONTRACTOR'S a SEE OSN. ANDTYPICAI UETMLS 2. HAS'. C J. -'AS SHOWN ON PLAN WOGIES MASONRY CONTROL JOINTIN MASONRY' : WALT, SEE G S.N. AND' TYPICAL OVALS. 13. M ALL CASES, THE 5' -6' CORRIDOR DRACN1SION IS TO FACE OF MASONRY, LOCATION OF DETAILS DETAILS 01 -19 101 -119 121-139 201 -219 221- 239 241 -259 301 -319 321-339 341 -359 401 -419 421-439 SHEET S001 S002 5003 5201 0202 5301 S303 S401 0402 S403 S501 0502 PROJECT NUMBER 98 -081 PROJECT ENGINEER LGL .' DESCWPTION GENERAL STRUCTURAL NOTES TYPICAL DETAILS SCHEDULES FOUNDATION DETAILS FOUNDATION DETAILS LOBBY ROOF FRAMING DETAILS LOBBY ROOF FRAMING DETAILS LOBBY ROOF FRAMING DETAILS PRECAST FRAMING' DETAILS PRECAST FRAMING DETAILS PRECAST AND STAIR FRAMING DETAILS GI,ESTNING'ROOF FRAMING DETAILS GUESTWING ROOF FRAMING DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES AND INTERPRETATION OF DRAWINGS ON SHEET 5001, PLANS AND TYPICAL DETAIL SHEETS PROJECT MANAGER HE PROJECT DRAFTER WLC. 0 CARUSO•TURLEY. SCOTT •INC. consulting structural engineers 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008 (602).912 -9120 (912 -9390 FAX) Architecture/ Planning /. Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802) 840 -9489 Job# 97- 300401 Date: 4IIIIIIIII 4/i/ 1b Sheet, Description: LOBBY FOUNDATION PLAN Revision: A A A o cc o z itt F_ < 4i '2S ri cc p U u.i Z 0 A Sheet ALA S101A 1 3 1598 SRM ? OE� R Shts. LOCATION OF DETAILS DETAILS SHEET ,. DESCRIPTION - -- S001 GENERAL STRUCTURAL NOTES 01 -19. 5002 TYPICAL DETAILS -- 5003 SCHEDULES 101 -119 S201 FOUNDATION DETAILS 121 -139 5202 rOUNDATION DETAILS 201 -219 S301 LOBBY ROOF FRAMING DETAILS 221 -239 S302 LOBBY ROOF FRAMING DETAILS 241 -259 5303 LOBBY ROOF FRAMING DETAILS 301 -319 S401 PRECAST FRAMING DETAILS 321 -339 5402 PRECAST FRAMING DETAILS.'' 341- -359 S403 PRECAST AND STAIR FRAMING DETAILS 5501 GUESTWING'ROOF FRAMING DETAILS'. 421 -439 S502 GUESTWING' ROOF FRAMING DETAILS, FOR ADDITIONA INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES AND PLANS AND TYPICAL DETAIL INTERPRETATION OF DRAWNGS ON SHEET 5001, SHEETS ' '.. PROJECT NUMBER'. 98-081' MANAGER .' HF,. PROJECT ENGINEER LGL PROJECT GRAFTER WLC CARUSO•TURLEY• SCOTT •INC. consulting structural engineers 0 2702 NORTH 44TH STREET SUITE 200 PHOENIX. ARIZONA 85008 (602) 312 -9120 (912 -9390 FAX) 5 - STEEL DECK PER G.S.N. 8" PRECAST CONCRETE HOLLOW. CORE .SLABS TYP. FOR BLOCKOUT REQUIREMENTS, SEE OTHER TRADE DRAWINGS.' T3 TYP UNO 15-2" NOTE: ALL PENETRATIONS THROUGH AREAS OF SPECIAL REINFORCING SHALL BE SLEEVED - TYP. A SECOND FLOOR FRAMING PLAN SCALE: , .tag • 1 -0' 15' -2 1 H a.® VOMm� a ft ..-• �sAROMI MTly vr� NNJIIF/ /1I1■0 15-2" 5 3 323' -'70" I5 2" 11 10 15-2" I 15-2" 15' -2" 15 15-2" I 15-2" 15-2" ro N O (I) LLJ LL I S (I) W W V) Z O H Q z F- Z 0 U O FLOOR AND ROOF FRAMING NOTES - TYP MO' VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWN OS. BUILDING DIMENSIONS, WHERE SHOWN, WERE PROVIDED BY THE ARCHITECT AND SHALL BE VERIFIED W111 SAME, SCHEDULED MARK DENGNATONS ME TYPICAL TO THE PROJECT AND MAY NOY NECFSSARM.T BE fWNO OH iM5 PLAN. AS SHOwN CN PLAN MDICATES 0' MASONRY w SE . C G .S.N.. YPICAL DETAIL ,PLANS AND DETALS fGR ADp RONK INfd1MAPON. AS SHOwN t∎ PLAN INDICATES J S/B' STEEL SND WALL C S.N. fWNDAPW PLAN NOTE$ fpR AOOIDONAL INfORMARON. TI, T2, ETC - AS SNOWN ON PLAN INDICARS PRF/'AB WOOD INUS SEC "'Du' ON SHEET SOOJfOR CONfWVRARON5, O.S.N., PLANS AND MILK OETALS. MU, ML2. ETC - t. SNOWN ON PLAN tts6 ES "666' UNRI., SEE SCHEDULE DN SMEEi SWJ. 05 N. ANp TYPICAL DETAIS 1. Eqt MISCEIUNEWS UNIElS NOT SHOYM SEE . ANO =N AV) MASONRY CONTRACTOR SNALL COORDINATE RIM O1NER 1RAOE5 iql E %AGi SIEE ANG LOCATION REWIRC TOR CLARITY. DETAILS MAY SHpW ONLY ONE SpE Cf FRAMNO Cp act pPENING$ MAY NOT BC SHOWN DN TNI9 PUN FOR E %ACT $I$E. NUMBER AND LOCARW Of OPENINGS, SEE ARCHIIECTURK, MECHAN PLUMBING AND 6'6'66' pRAWNCS. F OR TR A 7 OPEMNOS, $EC TYPICAL DETAILS. FL E%ACT SIZE, 1rnI AND LOCATON Of EDUIPMENT ANO SUPP L.IN TE FLAN WM ARCHIICCIURAL MECHANICAL PLUMBING ANO [IECiRICK DflA'MNOS EWIMENT INDICATED APE ONLY THOSE THAT E %GEED LOADS .'i'EORED W 111E pS.N. ipl SUPPORT OF E SEE 11PIDK DETA0.9 ANO OTHER TITHES A A Sheet S102 I: 11111111M 111111111 ITS 'Ili Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9489 Job# 97- 3004L0 Date: 4/ 'Hitt Sheet Description: GUESTWING 214:) FLOOR RAMlNQ PLAN Revision: of A 1 3 0998 LOCATION OF DETAILS OETAttS SHEET DE3CRIP110N - -- 5001 GENERAL STRUCTURAL NOTES 01 -19 S002 TYPICAL DETAILS - -- S003 SCHEDULES 101 -119 S201 FOUNDATION. DETAILS 121 -139 5202 FOUNDATION DE FAILS 201 -219 S301 LOBBY ROOF FRAMING DETAILS 221 -239 S302 LOBBY ROOF FRAMING DETAILS 241 -259 5303 LOBBY ROOF FRAMING DETAILS 301 -319 5401 PRECAST FRAMING DETAILS 321 -339 S402 PRECAST FRAMING DETAILS 341 -359 S403 PRECAST AND STAIR FRAMING DETAILS 401 -419 .5501 GUESTWING ROOF FRAMING DETAILS 421 -439. S502 GUESTWING ROOF FRAMING DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES AND INTERPRETATION OF DRAWINGS ON SHEET 5001, PLANS AND TYPICAL DETAIL SHEETS NUMBER 98 -081 PROJECT MANAGER HE PROJECT ENGINEER LGL PROJECT DRAFTER WLC CARUSO•TURLEY• SCOTT •INC. consulting structural engineers 0 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008 (602) 912 -9120 (912 -9390 FAX) 2x12 JOISTS AT 24" 0.0 14' -6" TO PLANK. TYP AT STUD 420 PLF LL 700 PLF TL PLYWOOD, SHEATHING PER G.S.N. OVER 'T3' TRUSSES AT 24 "'O.C. TYP U.N.O. mar c r�JrvAmov N/NN% i , iosr TO PLANK. YP AT STUD 420 PLF LL 700 PLF TL ML1 iffigIVAPTITNI 2x12 JOISTS AT 24" 0. C. 8'- 20 OPEN TO BELOW 10 -6" 15' -9" '99P 5L 4L 3L 0/0 6 316) 5' -0" 18' -0" 35'- 4" 12' -4" PLYWOOD SHEATHING PER G.S.N. I LOBBY SECOND FLOOR FRAMING PLAN SCALE: 1/8 " \o TOPICAL FLOOR SYSTEM: 8 PRECAST CONCRETE HOLLOW CORE SLABS - TYP, FOR BLOCKOUT REQUIREMENTS, SEE OTHER TRADE DRAWINGS. NOTE: ALL PENETRATIONS THROUGH AREAS OF. SPECIAL REINFORCING SHALL BE SLEEVED - TYP. FLOOR AND ROOF FRAMING NOTES - TYP GPM VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. BUILDING IMENSIONS, YMERE ED N1 SH i11 OWN. SAME WERE PROVIDED. BY 711E ARCHITECT AND SHALL BE VERIFl 2 SCHEDULED MARN DESNRUAONS ARE TYPICAL TO THE PgOJECT AND MAY NOT NECEGSARILY 8E fWNO DN TH,S PIAN. 3 AS SHOWN ON PN ,HDK: tl' 4ASDNRY WAL G.S YPfLAL MTAIL .PLANS AN[I pE7NLS LA FOR ADpAONAL INi0R4AA(W. L. SEE 4 AS WOWN ON PLAN INDKATES J S/tl" S1EEL STUD WALL ER 0..11. SE FOIINDAAON PUN NOTES Fdt ADq IIONAL MPOR4AAON. 5 tl, T ETC - AS SHOWN ON PLAN INp0AtE5 PREFAB WATOD Tp SCE SCHEWLE ON SHECT 5001 FOR CONFNiIAiAAONS, G.S.N., PLANS AND LYPICN, pC7A1L5. 8. 4LI, 4L2. ETC - AS SNOW" GN PLAN INDICATES MA'"" LRt' SEE "e"`" ON SHEET 500.1, O.S.N. ANO TYPICAL DETALS. FOP Y15CELLANEWS UN7EE5 NOT SHOWN, SEE 6.S.N. AND MgL I DAT;5. MA90NRY CpITRACTOR SNAIL COgi01NATE YA1H 01HER TRADCS Fpl E%ADT yEE AND LOCAAON PEWIREMENTS. B. FOR CLARITY, DETAILS MAY SHOW ONLY ONE 7 ° OF FAAMNO CONDIADNA ALL OPENING$ MAY NOT BE ylOWN 011 LHIA PLAN. Fpi E%ACI yEE. NUYBEp. ANO nAC;: G 'GS, SEE =lint. MECHANICAL. PLVYBNG AND ELECTRICAL DpAW1N05 FOR FAAIIIND AT TYPICAL DETAILS. 3. KPIFY E %ACT V WEGNT AND LOCAAON OF EOWPMENT AND SUPPORTS INDICATED ON PLAN WI1H ARCHIRCNRAL MECHNIILAL, PLNIBING AND ELECTRICAL DRAWINGS. E OUIP YE NT INDICATED ARE ONLY THOSE THAT E%CE[D LOADS SPECIFlED IN M[ GS FOR SUPPORT OF EOUIP4ENI. SEE iYPICAt DETAILS ANO OMlH TRADES. i II, III III IN 45,,e k a' 1 ' Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (802) 840-2795 FAX (802) 840 -9489 Job# 97- 300401 Date: 01N 4/i$/18 Sheet Description: LOBBY 2ND FLOOR FRAMING PLAN Revision: A A A A A Sheet S102A REDENEO '.. OF rt AUG 1 3 1$98 PERL,n Shts. LOCATION OF DETAILS DETAILS SHEET DE'SCMP710N - - -. S001 GENERAL STRUCTURAL NOTES 01 -19 S002 TYPICAL DETAILS - -- S003 SCHEDULES 101 -119 5201 FOUNDATION. DETAILS 121 -139 S202 bOUNDATION DETAILS 201 -219 S301 LOBBY ROOF FRAMING DETAILS 221 -239 5302 LOBBY ROOF FRAMING DETAILS 241 -259 S303 LOBBY ROOF FRAMING DETAILS 301 -319 S401 PRECAST FRAMING DETAILS 321 -339 5402 PRECAST FRAMING DETAILS 341 -359 S403 PRECAST AND STAIR FRAMING DETAILS .401, -419 5501 GUESTWING ROOF FRAMING DETAILS', 421 -439 S502 GUESTWING ROOF FRAMING DETAILS! FOR ADDITIONAL INFORMATION SHOWN. BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES AND INTERPRETATION or DRAVANCS ON SHEET 5001, PLANS AND TYPICAL DETAIL SHEETS ''. PROJECT NUMBER 98-081 PROJECT MANAGER I-IF PROJECT ENGINEER LGL PROJECT GRAFTER '. WLC consulting structural engineers 0 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008 (602)912 - 0120(912 -9390 FAX) 15 -2" 15 -2" (22 -� 8 " PRECAST CONCRETE HOLLOW CORE SLABS TYP. FOR BLOCKOUT REQUIREMENTS, SEE OTHER TRADE DRAWINGS.. w auaaa w wv..aw 15' -2" I 15' -2" 15-2" 1 15'_2" 1 15-2" 1B-2" NOTE: ALL PENETRATIONS THROUGH AREAS OF SPECIAL REINFORCING SHALL BE SLEEVED - TYP. I5 -2' 15-2" 15-2" S. S. 15-2" 15 -2" THIRD FLOOR FRAMING PLAN SCALE 1/Er C -Cr is FLOOR AND ROOF FRAMING NOTED = TYP UUIO; VERIFY ALL DIMENSIONS WITH ' ARCHITECTURAL DRAWINGS. BUILDING DIMENSIONS, WHERE SHOWN, WERE PROVIDED BY THE 'ARCHITECT AND SHALL BE VERIFIED WITH SAME.' S CHEDULED NARK DEg0NN" T TO P"'" T ND MAY "A NECESSARILY BE FWND ON 7N15 PLARE AN. 'W' ME P � A ] AS SNONN ON PN %DILATES ' MASgVRY WAL A. 5" C.S N Y %CAI L DETAILS. PLANS AND DETAIIS LA POR AypIR01lA INFgIMAIIW. AS SNDRH Cfl PLAN INDICATES ] 5/E' STEEL STUD WALL ER O.S.N. SE fWNDARCN PLAN NOTES FOR ACdnONAL INFORNAnW. 5 , iR CTC - AS SHORN OI'! PLAN ggCATES PREFAB W0011 TRUSSCS. SEE SCHEWIE ON $NCET 5003 iqI COHfH,Y1RAnONS, G.S.N., PLAN$ AND iYPICAI. DETAILS NLI, ML2. ETC - AS $NONN MAN tzr i" NASCNRY UNTEL. SEE "HE" W SHECT 5003 O S N AND TYPICAL DETAILS- FOR YISCEILA At UN1EL5 NOT SHOMN SEE OS.N AND TYPICK DETAIS MAs Dp11RACT0R SHAH fODRgN lE MTH OI/lER iPADES FOR EXAGT yiC AND LOCAnON RCW RE ,. Ft)N.CLNtItY_ DETAIL$ NAY giOW t ONE gD o trg r —n— ALL G HDi of SHOiii Cif iH5 PUH. Fqi EXACt g2E. NUMBER AND LOCAnON OF OPENINGS. SEE ARCNIIECTURAL, NECNANICAL, PI UNBIND AIID EIECiRICAL DRABINGS. fqi FRAMING AT OPENINGS, SEC TIPICAL DETA45. 9. VEMfY EX CT g2E KIgiT ANO LOCAnON OF EWIPMENT AND SUPPORT$ INgGAi[D ON PUN WIiH ARCN17ECIURAI. NECHANICA4 PLVNBINO AND pEC7MCAL DRAWMICS. EWIPMENT NDICAlEO ARE ONLY THOSE TNAT EXCEED LOAD$ �PE5 q THE 4SN Fq2 $VPPORT OF EWIPMENT, SEE 1Y %GAL DETAES AND O1HCR 111ADE3. A A A A 0 • Z Z 0 o Z ` t I Z 3 Z Q 0 J Q cc C U ui N Z ' w r, F co VJ PA Z Z I— a ., z w Q 'co I:: 0 w< Q Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (6 840-9469 Job# 97- 300401 Date: MEM *AC /16 Sheet Description: DUMMYING 3RD FLOOR FRAMING PLAN Revision: Sheet S103 PE F VOFTUKWSA G 1 3 1998 R MITCENTER ShtS. LOCATION OF DETAILS DETAILS SHEET DESCPoPTION - -- 5001 GENERAL STRUCTURAL NOTES 01 -19 5002 TYPICAL DETAILS - -- S003 SCHEDULES 101 -119 S201 FOUNDATION DETAILS 121 -139 S202 FOUNDATION DETAILS 201 -2I9 5301 LOBBY ROOF FRAMING DETAILS 221 -23S 5302 LOBBY ROOF FRAMING DETAILS 241 -259 5303 LOBBY ROOF FRAMING DETAILS 301 -319 S401 PRECAST FRAMING DETAILS 321 -339 5402 PRECAST FRAMING DETAILS 5403 PRECAST AND STAIR FRAMING DETAILS 401 -419 5501 GUESTWING ROOF FRAMING DETAILS 421 -439 5502. G ROOF FRAMING DETAILS. FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES AND INTERPRETATION OF DRAWINGS ON SHEET 5001, PLANS AND TYPICAL DETAIL SHEETS PROJECT NUMBER 98 -.081 PROJECT MANAGER HE PROJECT ENGINEER LGL PROJECT DRAFTER. WLC CARUSO•TURLEY• SCOTT •INC. 11,i1 consulting structural engineers 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85005 (602) 912 -9120 (912 -9390 FAX) araeaura 700 PLF TL 420 PLF LL TYP AT STUD TO PLANK. (112) W12x19 H •N/ I/ •I M •I I N I J O E I M 9 111191111111111 llliliyLWX.0O11/sfprev = InRe/aosrw•11r IAMM csvrvwi� .Iic11.1KII-rru 1 FOR ROOF BELOW, SEE SHT 5102 W12x19 CONT W24x68(C =1 ") 700 PLF TL 420 PLF LL TYP AT STUD TO PLANK. FOR ROOF BELOW, SEE SHT S102 ® ( 308 PLYWOOD SHEATHING PER G.S.N. OVER 'T3' TRUSSES AT 24" O.C. - TYP U.N.O. 16' -9" 14' -6" I 20' - 2 10 15' -9" 5L 90' -4" 4L 3L CDXD 18' -O" 12' -4" LOBBY THIRD FLOOR FRAMING PLAN SCALE. ? • - 1' -0 T'PICAI FLOOR SYSTEM: 8 PRECAST CONCRETE HOLLOW CORE SLABS - TYP. FOR BLOCKOUT REQUIREMENTS, SEE OTHER TRADE DRAWNGS. NOTE: ALL PENETRATIONS THROUGH AREAS OF SPECIAL REINFORCING SHALL BE SLEEVED - TYP. I. VEX:FI ALL DIMENSIONS 'MTh ARCHITECTURAL DRAWINGS. BUILDING DIMENSIONS,. WHERE SHOWN, WERE PROVIDED BY iME ARCHITECT AND SMALL BE VEPoFlED WITH .SANE SCNEOIILEO MARK OESGN " ARE TYPICAL TO LHE PRO.ECT AND NAV NOT NECESSARILY BE rpIND ON MIS PLAN. 3 YPICAI TAR PLANSVANO D NLSNF TotiRONALMNFORMAOQIILL ER SEE CSN., AS SNOWN DH PLAN INgCATf9 O 9 /B' SREL STUD WALL S.N. SE FWNOA110N PLAN NOTES FOR ADNMRIAL INfOPMATON T2, ETC - AS SHOWN PLAN ! E3 PREFAB WOOD TRUSSES. SEE SCNEOULE GN SMELT SODS FOfl CONFgURAllg15, C.B.N., PLANS AND TYPICAL pRAR3. 8, MLI. ML2. ETC - AS 910WN ON PLAN INDICATES MASONPY UNRL SEE SC"'" ON SHEET 500], O.S.N. AND TYPICAL CETARS. ]. FDR MISCELLANEWS LNTELS NOT SHORN, SEE GS.N. AND i OEIAILS. 11ASONRv CONTRACTOR SHHL COORWNAIE W1M OTHER 1RAOE3 Fqt E %ACT 9ZE ANp LOGARDN PCWIREMFNTS Fro CLARI1 DETAILS MAY S OW ONLY ONE SIDE GF FflAMNO CONDITCN4 ALL -- Y P'.JT BE 9f0_. GH 1MlS PIAN. FCR EXACT 4ZE, NUM�k N1p LOCATI OF OPENINGS, SEE ARCNITECNRAL MECNANN:AL, PLUNBNC ANp EIEC ORAWNGS. Fpt FRAMING AT OPEN INGS, SEE TYPICAL DETARS. �4RiFY E %ALL SIZE WEIGHT AND LOCATON OF EW IPMENT IJ10 SUPPORTS IN gCAlEO q+ PLAN NIN ARCHITECTURAL. MECHANICAL PLUMBING ANO LECiRICAI DflAWINCi EWIPMENT NDICATED ARE ONLY THOSE THAT EXCEED LOADS E SP&iFKO IN THE G.S.N FOR SUPPO aF EOUIPMEN7, SEE iYF'ICAI pETARS AND QT HER TRADES. Architecture / Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802) 840 -9489 Job# 97- 3004.01 Date: 42111111110 4 />!5/18 Sheet Description: LOBBY 3RD FLOOR FRAMING PLAN Revision: A A Q z z = I— W" - ict QJ J D � C Z U w z A A : ......t .... RI i i■ •v(i 'mil. Sheet 3103A 111 oco N CO) CO Z Z EL Z �0 W Q ca of �ORTh K 4 V 1LA AUG 11y 7 � 3 ��11v99�98 LOCATION OF DETAILS ' DETAILS 9NEFT OESCJIPTION - -- S001 GENERAL STRUCTURAL NOTES 01 -19 5002 TYPICAL DETAILS -- S003 SCHEDULES 101 -119 5201. FOUNDATION DETAILS 121-139 5202 FOUNDATION DETAILS 201 -219 5301 LOBBY ROOF FRAMING DETAILS 221 -239 5302 LOBBY ROOF FRAMING DETAILS 241 -259 S303 LOBBY ROOF FRAMING DETAILS. 301 -319 5401 PRECAST FRAMING DETAILS 5402 PRECAST FRAMING DETAILS 9403 PRECAST AND STAIR FRAMING DETAILS 401 -419, S501 GUESTWING ROOF', FRAMING DETAILS 421 -439 S502 GJESTMNG ROOF, FRAMING. DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE I GENERAL STRUCTURAL' NOTES AND. INTERPRETATION OF DRAWNCS ON SHEET 5001, PLANS AND ..TYPICAL DETAIL SHEETS PROJECT NUMBER 98 -081 PROJECT MANAGER HE PROJECT ENGINEER LGL PROJECT DRAFTER consulting struct SCOT engineer 4tIll CARUSO • TURLEY 'T . 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008 (602) 912 -9120 (912 -9390 FAX) rIROANIMINOMMINONGIII Ou.�nWSliai /i�cl HI / /I /INII /HI AMOSI//IOIOOON! l'4C PRECAST CONCRETE HOLLOW CORE SLABS TYP. FOR BLOCKOUT REQUIREMENTS, SEE OTHER TRADE DRAWINGS. NOTE: ALL PENETRATIONS THROUGH AREAS OF SPECIAL REINFORCING SHALL BE SLEEVED — TYP. 15' -2 4/4/2NOWNWMINIVARIMIONIIIMISMISS RIM KOSIIROMM6011111M/I 15' -2' 12 323'10" 23 15 i. 15 -2" 15 15 —2" 15' -2" 15' -2" O O 15' -2" 15' -2" 15' -2" 1 FOURTH FLOOR FRAMING PLAN - 0' 15' -2" 15' -2" 4 Q y FLOOR AND ROOF FRAMING NOTES - TYP UIXO: VERIFY. ALL DIMENSIONS 1MTH ARCHITECTURAL DRAWING, BUILDING DIMENSIALL BE VONS, ERIFI VMERE ED W SHTOWI SA ME MERE PROVIDED BY THE ARCHITECT ANq SH '.. SCHEOULEO MARK gu ROHS AREMIDAI. TO THE PROJECT AND MAY NOT NECESSARILY BEfWHO ON THIS PLAN. ,,, OETAW , PLANS AND D .7-A ADDIRONAL izAR011. L, YE AS SNONN DN PLAN INDN;ATCS J 7/E' 91EEL 9ND WAU ER G.S.N. FWNOARON PLAN NDTES Fdt ADOIRgUL lNFCNMARpI. TI, T2, e ETC - AS OHOWN ON PLAN INDCATES PREFAB YAI00 TRVSSE5, SEE SCHCOUIE UN' SHEET S COJ FOR CONTIWRAnONS, D.S,N., PLANS AND TYPICAL DETALS. n i ML2. ETC -.AS SHOWN M PLAN INDICATES MASOWIY LINTEL $EE SCNEWLE ON SHCC7 5003 CS N AND TYINGµ DETAILS i0fl MISCELL nV U oZO NOT BNONN SEE G S N AND M nit MASONRY CONTRACTOR SHALL COOROINAIE WM OnCR TRAD TYM1 Mr 512E ANO IOCAnON PEWIgEMENTS FOR CLARITYDE TAILS MAY SNOW SIOE OF-FRAMNGCONDI AEL OPENING$ uAt' NOT BE SHOWN ON THIS PLAN, iqi E %ACi 512E. NUMBER ANO LOCABON OF OPEWNCS. SEE ARCNIIECTURAI. YECN ill, PIUYBPJO AND ELECTRICAL ORAWNGS. FOR /RA41N0 Ai OPENINGS, SEE MICAI OETALS. 9. VERIFY E %ACT SIZE WOO1T AND LDCAnDN of CIXRPMENT AND SUPPORTS INMCATED ON PLAN WM ARLMITECNRAL, YECHANICA4 PLUMBING ANO EIEC'MCAL OflAWNrA. EQUIPMENT INDICATED ME ONLY MOSE THAT E %CECD LOA0.5 SPEpFlCO M 1HC.QS.N FOR SUPPdtT OF EOUIPMEtIT. $CE TYPICAL OETAR$ AND OME IRAOES. r&C ' I A 0 A A A ..11111■ Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802) 840-9469 Job# 97- 3004.01 Date: WM */t 0/41 Sheet Description: QUESTWINQ 4TH FLOOR FRAMPIG PLAN Revision: Sheet S104 oYo AUG 1 3 1998 PERMITcENTE Shts. LOCATION OF DETAILS DETAILS 91�.T DESCRIPTION -- S001 GENERAL STRUCTURAL NOTES 01 -19 S002 TYPICAL DETAILS --- S003 SCHEDULES 101 -119 S201 FOUNDATION DETAILS 121 -139 S202 FUUNDATON DETAILS 201 -219 S301 LOBBY ROOF FRAMING DETAILS 221 -239 5302 LOBBY ROOF FRAMING DETAILS 241 -259 S303 LOBBY ROOF FRAMING DETAILS 301 -319 5401 PRECAST FRAMING DETAILS 321 -339 S402 PRECAST FRAMING DETAILS 341 -359 S403 PRECAST AND STAIR FRAMING DETAILS 401 -419 $501 GUESTWING ROOF FRAMING DETAILS '. , 421 -439 S502 ^.UESTIRNC ROOF FRAMING DETAILS FOR ADDITIONA INFORMATION SHOWN BUT NOT NOTED, SEE'. GENERAL STRUCTURAL NOTES. AND INTERPRETATION OE DRAWINGS ON SHEET 5001, PLANS AND TYPICAL DETAIL SHEETS ' ' PROJECT NUMBER 98 -081! PROJECT MANAGER HF PROJECT ENGINEER LGL (PROJECT DRAFTER WEC.. CARUSO •TURLEY• SCOTT •INC. consulting structural engineers 0 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 86008 (602) 912 -9120 (912 -9390 FAX) W12x19 x GISTS AT X24" O C T A T4 SEE SHT.S103A FOR ADDITIONAL INFORMATION. aB 5x1 15' - 9" 5TH AXIAL 219 SMPSON CMST12 STRAP ON 2X BLOCKING: FOR ROOF BELOW, SEE SHT 5102 18' -0" PLYWOOD SHEATHING PER G.S.N.'OVER WOOD TRUSSES AT 24" O.C. - TYP U.N.O. TOWER ROOF PLAN TOWER PLATFORM PLAN FLOOR AND ROOF FRAMING NOTES - TAP U.NOX �I. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. BUILDING DIMENSIONS, WHERE SHOWN, WERE PROVIDED BY THE ARCHITECT AND SHALL BE VERIFIED %VIM SAME 2. SCNEDLLEO MMK i RCVS THE PROJECT ANO MAY NOT rvECE55ARIly BE fWND ON THIS PLAARE N. YPICAL TO T 3. AS $NON, 0E1 AN IHN:ATES A' MASONRY WALL A SEE S.N.. YPICA AIL ,PLANS AND DETAIPLLS Fd1 O AONOWAL INFORNARGV. AS SNDNN ON PLA INDICATES 3 3/a' S1EEL STUD WALL E C.S N SE fWNOADON PLAN N0N 1E5 fOp AppIR[NAL INFORYA9UN 5 LI TT T - AS SHON GN PLAN NICICATES PREFAB 1000 TRUISS SCC SgIEDULE ON SWEET 5003 FOR CON O.S.N., PLANS AND TIPIGAL DETALS. V . ML2 ETC - AS SNOW, ON PLAN INDICATES MASONRY UNTEL SEE 9CHCOULE ON SHECT 9003. G1N ANO TYPICAL OETAR.S. FOq MIBCFIUNE0U5 UNTELI NOT SHO1,, SEE :IN ES TYPICAL DETAILS. NASONNT CONTRACTIM SHALL COORpNAIE MiHOTMER iRA0E9 FOP CXACT SITE ANp LOCA90N ftEWIRFMENTS. 8... FOR CLARITY OFTNLS tj HOW -ONLY Z .N n C r E7 r A T Nti ALL Nvi 'a SHONH Gi 1X11 PLAN. FIXt EXACT $R Ni UM�11 AND LOCATON OF CPEMNCS SEE ARCHIIECIURAL, MECHANICAL PLUMBNO AHD FLECOaCAI ORAYANCS FOR fRAYINO AT =g um. TIPIOAL DETAAS 9, l£HIFY E %ACT SIEE T{IOIT AND LOCAOg1 M EIXIIPMENT ANO SUPPORTS WpC 7 ON PI,pN 111H ARCN1ICCNPAI- MECHANICAL PLUMBING AND fLECTPoCAL p1ANkl01. EOVIPMENT INDICAIE9 ARE ONLY THOSE THAI EXCEED LOA01 SPLLIRED W iNE G.SN Pdt SUPPORT GF EQUIPNENi,SEE TYPICAL DETAYIAND DRIER 1AADE5 WW1 11l 'j. Job# ; 97- 3004H01 Date: 'WNW */,s /1t Sheet Description: LOBBY ROOF FRAMING PLAN Revision: Q 0 Al ••••••_ ' II Lim a 13 Archite'cturie Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 PAX(eaz�40 9489 Sheet 8104A Z co co Z v .- Z Q W Q N Z CO cm 'P Fl uRwitA AUG 11 1998 Psis LOCATION OF DETAILS DETAILS SHEET oESCRTPTICN - -- 5001 GENERAL STRUCTURAL NOTES 01 - -19 S002 TYPICAL DETAILS - -- S003 SCHEDULES 101 -119 5201 FOUNDATION DETAILS 121 -139 S202 'FOUNDATION DETAILS 201 -219 5301 LOBBY ROOF FRAMING DETAILS 22i - 239 5302 LOBBY ROOF FRAMING DETAILS 241 -259 5303 LOBBY ROOF FRAMING DETAILS 301 -319 5401 PRECAST FRAMING DETAILS '.. 321 -339 S402 PRECAST FRAMING DETAILS '341 -359 5403 PRECASTAND STAIR FRAMING DETAILS 401 -419 5501 ,GUESTNING ROOF FRAMING DETAILS 421 -439 5502 GUESTWING ROOF FRAMING DETAILS. FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE ..GENERAL STRUCTURAL NOTES AND INTERPRETATION OF DRAWINGS ON SHEET SOOT, PLAN AND TYPICAL. DETAIL SHEETS PROJECT NUMBER. 98 -0811 PROJECT MANAGER 1 I-IF PROJECT ENGINEER LGL !PROJECT DRAFTER '',WLC •INC, CARUSltiO• TURLEY s tr uc t•SCOTT ura l 0 ' consung en 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008 (602)'912 -9120 (912 -9390 FAX) ID U C 51 3. F P oi®ii®iiimi lommiummumuR - iiiiiiiii® 15' -2" 15-2" I. 15' -2" iiiii®iiigi: T3 TYP UNO 15-2" 15-2" 15-2" 402 BENZ ap 2x30 W12x30 (C =.5) ML1A 11- ME _trFt@EA waling ;e. isAt LI= 1 " .. O Fr.1 PLYWOOD ROOF SHEAThING PER G.S.N. OVER 'Ti' . PREFAB WOOD. TRUSSES AT 24" O:C. - TYP UNO 15-2" 15' -2" 15-2" W12x30 STEEL BEAMS TYP U.N.O. 15 15-2" 15' -2" OVERFRAMING (SHADED), BY PREFAB TRUSS MFR. SEE DETAIL 427. NOTE: PRIMARY PLYWOOD SHEATHING CONTINUOUS OVER PRIMARY. PREFAB TRUSSES - 5CR AT OVERFRAMING, 15- 2" 15-2" I I IML1 A SIGN TOWER ROOF 12 11 10 cp 323'"40" PLYWOOD ROOF SHEATHING PER G.S.N.''.OVER 'T1' PREFAB WOOD TRUSSES AT 24" O.C. - TYP UNO (40 W12x30 STEEL BEAMS - TYP U.N.O GUESTWING ROOF FRAMING PLAN SGLE. 1/8 . 1 • -lY 15-2" OVERFRAMING (SHADED), BY PREFAB TRUSS MFR: SEE DETAIL 427., NOTE: PRIMARY PLYWOOD SHEATHING CONTINUOUS OVER PRIMARY PREFAB TRUSSES - TYP AT OVERFRAMING. 15-2" 15 FLOOR AND ROOF FAAMINO Id IEB - 1CCEVAQ 'VERIFY AiL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. BUILDING DIMENSIONS, NNEPE SHOWN,M WERE """D BY THE ARCHITECT AND SHALL BE VERIFIED Wi1H SAME. ... Nr S tEO MARK OESNRUTONS APE MICµ TO ME "'"T ANO MAY NOT NfCE$SAPIL� BE FWND ON MIS PLAN 1. AS SHOWN OIL PLAN INDICATES L T Y WALL, SEE GSN. YINCAI L pETAILS. PLANS AHO WINLS Fq+ AOpITWAI IMORNAiIW, 4. A5 SHOWN (W PL INDICA Sg�R' STEEL STUD WALL ER 0 FWNOATON PLAN NOAN BS FOR AWITIg1AL INPq+NAnON. ;4.010-5 AS " ,Z. ON PLAN INpCATE3 PREFAO M TRUSSES. SEE SCHEOVLE ON FpR CCNFN;URAnONS. OSN., PLANS AND fYPICAt. PETNLS. R. MLt. i E1C - A5 SHOWN OM PLAN INDICATE9 MA50NR5' UNTEL EE SCHEDULE W SHEET SWS C5N AND TYPICAL DETAIL$. r MISCELLANEWS LINTELS NOT SHOWN SEE OSH Tor:, 1 A TNLS MASONRY CONIRACTCR SNAIL GCOROINATE N1TH OTTER TTIADES E ACT yZE ANp LOFAnq+ REWIREMENTS GOH CLARIIY,DEiulS MAYSNOW ONLY WE y0E0F iRAMNC CONDITWS AlL -- OPENINGS MAY NOT BE SHOWN ON THIS PUN. FOP E%ACT yZE, NUMBER AND LWa aF OPENINGS. SEE ARCHITECTURAL. MECHANICAL PLUMBNG AND fLECi pRAW 1NGS. fOR iRAMINC AT OPENNGS, SEf 1Y91CN. DEtAE.S. VERIFY E%ACT SIZE. WEIGHT ANp LOCATON OF EQUIPMENT AND SUPPORTS INgCA1E0 ON PLAN YAM ARCHIIECIURAL, MECHANICAL. PLUMBING AND [tECTRICAL DRAWWGS. EQUPMENT INDN;ATED APE ONLY MDSE Tui fxCEEO LOA05 BPEUMO B+ iNE OS.N FUR SUPPCRt OF EWIPMENT, SEE iYPitAf OETA0.5 AND OINCP flLADE4. ..®■:.■ ■1 Ii!! Avis '111i u aim I Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802)840 9489 Job# 97- 3004.01 Date: MIS 4 /15 /74 Sheet Description: GUESTWING ROOF FRAMING PLAN Revision: A A 0' A Q Sheet sill Ad6 i 3 1998 PEL4 MflcE R Shts. z �� Cl) F co co U � a � z 5to 0 wQ < J � MASONRY WALL FOOTING 0 STEEL COLUMN FOOTING Ci) EXTERIOR MASONRY WALL FOOTING AT OPENING KEYED JOINT O CONTROL JOINTS IN CONCRETE SLAB ON GRADE 101 -01 NO SCALE NOTES (1) ,. 2 3. NOTES 1. MASONRY WALL. 2. FINISHED GRADE OR CONCRETE SLAB AS OCCURS. 3. CONCRETE STEM WALL AND FOOTING. 4. CONCRETE SUB ON GRADE. 5. 1 /5 CONTINUOUS. 6. DOWELS TO MATCH AND LAP VERTICAL WALL REINFORCING PER G.S.N. - ALTERNATE BENDS. 7. #4 SLAB DOWELS AT 48" O.C. BEND 16" X 48" (SLV)_ 8. 6" TYP. 97 - 281 NO SCALE NOTES: I MASONRY WALL BEYOND. 2. FINISHED GRADE OR CONCRETE `IA8 WHERE OCCURS 3. DEPRESS STEM WALL 8" MIN. 4. CUCRETF STEM WALL AND FOOTING 1WTH REINFORCING CONTINUOUS FROM BEYOND. 5. CONCRETE <'AB ON GRADE - TOOLED EDGE AT OPENING. 109 -01 NO SCALE NOTES 1. CONCRETE SLAB ON. GRADE 2. SAWCUT -1 " WOE B O X 1/4 SLAB THICKNESS IN D EPTH - CUT SHALL BE MADE SOON ENOUGH TO PREVENT SHRINKAGE CRACKING, BUT NOT SO SOON AS TO CAUSE SPILLING OF THE CONCRETE WHILE SAWING. WORT; MUST BE ACCOMPLISHED WITHIN 24 HOURS OF CONCRETE PLACEMENT, 3. CONTINUOUS KEY - SEE TYPICAL KEY IN CONCRETE DETAIL. NOTE. KEYED JOINTS NEED ONLI' OCCUR AT EXPOSED EDGES DURING PLACEMENT UNLESS SPECIFICALLY' NOTED ON THE PLANS. TOOL WET JOINT`, "ZIP STRIP ". ETC. SHALL MATCH SAWCUT REUIREMENTS. CENTERLINE OF COLUMN, PIER AND FOOTING. STEEL COLUMN. 12' SO / 1E DIA (MINIMUM) C.CRETE PEDESTAL NM 4 #5 DOWELS SPACED EVENLY AROUND PERIMETER AND #3 TIES AT 8 OC STEEL BASE PLATE OVER I 1 /2 "t DRYPACK. INSTALL I/4' X 4" GUSSET PLATES AT 4 SIDES. CONCRETE AUGERED P0E. FIN19400 GRADE OR CONCRETE SLAB AS OCCURS. ANCHOR BOLTS WITH DOUBLE NUTS. LAP BARS TO MATCH VERTICAL PEDESTAL REINFORCING. NOTE'. FOR EXACT SIZE OF PEDESTAL, AND SURROUND ABOVE. SEE ARCH'L DRAWINGS. 98 -081 NO SCALE �F ( (5) (6 (8)- (5) ( 115 STEEL STUD WALL FOOTING (1) (2) NOTES - (1) 2. STEEL COLUMN AND BA PLATE Wi7H DOUBLE N UTS AND 1 I /2"t DRYPACK. ( 2 ) 3. LINE OF CONCRETE SLAB. 4. CONCRETE GRADE BEAM. 5 CONCRETE AUGERED PILE. STEEL COLUMN AT CONCRETE GRADE BEAM NOTES ELEVATOR PIT' STEM WALL AND FOOTING! AS NOTED 98 -081 NOTES NOTE: FOR GRADE BEAM TO PILE CONNECTION, SEE DETAIL 104. 98 - 081 NO SCALE 1. MASONRY WALL. 2. DOWELS TO MATCH AND LAP VERTICAL WALL REINFORCING LAP AND EMBED PER G.S.N. - ALTERNATE BENDS. 3. 8' CONCRETE STEM WALL WITH /5 VERT5 AT 16" O.C. AND #5 HORIZ. AT 12' 0.0 0 CONCRETE FOOTING. 5. A4 SLAB DOWELS AT 48' 0.0 BENT 48" X 16" (SLY). 6. CONCRETE SLAB ON GRADE. FINISHED GRADE OR CONCRETE SLAB AS OCCURS AT DETAIL 11 A. SEE ARCH'L DRAWINGS 4' -0" MAXIMUM. 8 R6.DOWELS PER DETAIL 103 9 CONCRETE AUGERED PILE NOTE, PROVIDE CORNER BARS AT ALL HORIZONTAL REINFORCING. NO SCALE I. WALL BEYOND 2 SEE ARCHITECTURAL DM, E S 3. ANGLE FOR SIZE AND ANCHOR BOLTS SEE ARCH'L OR ELEVATOR MFR. DWCS. 4. CONCRETE STEM WALL WITH REINFORCING CONTINUOUS FROM BEYOND. 5. CONCRETE SLAB ON GRADE. 6. CONCRETE FOOTING. 7, CONCRETE AUGERED PILE (3) ap BEYOND. O ELEVATOR PIT STEM WALL AND FOOTING AT DOOR OPENING 186 -5TM NO SCALE NLL"EL 1. STEEL STUD WALL. 2. BOTTOM TRACK WITH I/2' DIA ANCHOR BOLTS AT 48' 0.C. LINO - INSERT OR EXPANSION ANCHORS MAY BE USED IN LIEU OF ANCHOR BOLTS. 3, FINISHED GRADE OR CONCRETE SLAB AS OCCURS. 4. CONCRETE SUB ON GRADE - AT OPENINGS OMIT STUD WALL AND INSTALL TOOLED EDGE,. 5 1 /4 CONTINUOS TOP AND BOTTOM. 6. CONCRETE FOOTING. 7. /4 SLAB DOWELS AT 48" O.C. MN 12' HOOK 8. 12" uIN E C ONDITION OCCURS OVER A CONTINUOUS WALL FOOTING PCUR AS TURNDOWN AND EXTEND SLAB DOWELS 6' MIN INTO CONTINUOUS FOOTING. 97 -472 NO SCALE (4) (6) MASONRY WALL AT CONCRETE GRADE BEAM 108A (1) (2) O MASONRY WALL AT CONCRETE GRADE BEAM ,74_11 NOTES- NOTES 1. MASONRY WALL BEYOND. 2. TOOLED EDGE - OMIT AT DETAIL 129A. 3. FINISHED GRADE. OR CONCRETE SUB WHERE OCCURS. 4. 1/5 CONTNUOU5 FROM BOND BEAM BEYOND. 5. CONCRETE GRADE BEAM 6. /4 SLAB DOWELS AT 48" 0.5. BENT I6' X 48" (110). CONCRETE SLAB ON GRADE. STEEL STUD WALL PER DETAIL 115: AT DETAIL 108A. AS NOTED 174 11.02M NO SCALE NOTES: 1. MASONRY WALL. 2. CONCRETE SLAB ON GRADE. 3. CONCRETE GRADE BEAM. 4. SLAB DOWELS - ALTERNATE BENDS. MASONRY WALL AT CONCRETE GRADE BEAM 174- 11.02M NO SCALE NOTES: NOTE ' FOR ADDITIONAL INFORMATION, SEE, DETAIL 107 I MASONRY WALL BEYOND 2. CONCRETE SLAB ON GRADE 3 8 ME TURNDOWN WITH 1/4 CONTINUOUS 4. 1/5 CONTINUOUS FROM BOND BEAM BEYOND 5. CONCRETE GRADE BEAM 6, /4 SUB DOWELS AT 48' 0,0. BENT I8" X 48" (SLV) - ALTERNATE BENDS NOTE: FOR ADDITIONAL INFORMATION, SEE DETAIL 109. NO SCALE mat 1 MASONRY W ( 2 1EEL COLUM N AND BASE (2) LIND 1/2't DR � 3. LANE OF CONCRETE SLAB B, 4 'CONCRETE DRADE BEAM P1/4 j ( 5. CONCRET AUGERED PILE. (5) NOTE: FOR GRADE BEAM TO PILE CONNECTION, SEE DETAIL 104, NO SCALE O MASONRY WALL AND CONCRETE GRADE BEAM AT AUGERED PILE 154 - 01.016 NO SCALE (1) l` I INTERSECTION (3) (1) (2) (2) (3) ( (1) ( (5) 5 CONCRETE GRADE BEAM AT MAT FOOTING 2. (1) a. (5) NOTE: FOR ADDITIONAL INFORMATION. (6) SEE DETAIL 103. NOTES NOTES', MASONRY WALL FINISHED GRADE OR CONCRETE SUB WHERE OCCURS. CONCRETE GRADE 8EAM. CONCRETE AUGERED PILE. 1. FINISHED FLOOR LINE. 2. MATCH AND LAP PER 0.5.N. HORIZONTAL GRADE BEAM REINFORCING WITH 12' HOOKS. 3. ELEVATOR STEM WALL. 4. CONCRETE GRADE BEAM. 5. CONCRETE MAT FOOTING. 96 - 713 NO SCALE 1 CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL REINFORCING. LAP PER G.5N. (24' MINIMUM) 10P AND BOTTOM ' - OUTSIDE REINFORCING ONLY. 2 CONCRETE GRADE BEAM 3 REINFORCING PER PLANS AND /OR DETAILS. CORNER OPLAN - CORNER REINFORCING AT GRADE BEAM TO BEAM CONNECTION 105 -06M NO SCALE °STEEL COLUMN AT CONCRETE GRADE BEAM 98 -081 (2) (4) (5) NOTES: 1. MASONRY WALL GROUT SOLID BELOW GRADE 2. DOWELS TO MATCH AND LAP VERTICAL WALL REINFORCING PER G.S.N. 3. FINISHED GRADE OR CONCRETE SLAB WHERE OCCURS. 4 1/5 CONTINUOUS IN 8 DEEP GROUTED BOND BEAM. 5, CONCRETE GRADE BEAM PER SCHEDULE. 6. /4 SUB DOWELS AT 48' O.C. BENT 16' X 48" (SLV). 7. CONCRETE SLAB ON GRADE. 8. I/4 EACH SIDE AT MID POINT. ASONRY WALL AT CONCRETE GRADE BEAM 174- 11.02M NO SCALE 4" CLR TYPICAL AUGERED PILE ( CLR ( (4) NOTES r&ctk'O ILt 1 NOTE: 1. 3/3 DES IN TOP 5'. 2. CONCRETE AUGERED PILE. 3. /3 DES AT I6' 0.C. 4. 6/5 VERTICAL REINFORCING. 5. STAGGER LAPS 180' AT ALTERNATING DES. (3) (4) NOTE. ( A. CONCRETE Fe' 4.000 P51. BOTTOM OF PILE ELEVATION B.F.F. SEE 501L5 REPORT FOR ADDITIONAL INFORMATION. 450 - 026 NO SCALE I. MASONRY WALL. 2. DOWELS TO MATCH AND LAP VERTICAL WALL REINFORCING PER G S.N. 3. CONCRETE GRADE BEAM. 4. 2 /6 X 3' -0" LONG DOWELS (4 TOTAL). 5. CONCRETE AUGERED PILE. MASONRY WALL AND CONCRETE GRADE BEAM AT AUGERED PILE 154 -11.01 NO SCALE I. ' MASONRY WALL . 2. VOWELS TO MA:t1 ,- (1) VERTICAL WALL PER C.S.N. 51 WHERE OR � 4. FILE OF WALL D AD BEYON 5. 2/6X3' -0" LONG EAM DOWELS (4 TOT 6. CON CRE GRA P' DE B. 7. CONCRETE AUGERED PILE. NOTE. FOR GRADE BEAM TO GRADE (7) BEAM 0ONNECTION, SEE DETAIL 106. 1 , MASONRY WALL AND CONCRETE GRADE BEAM AT AUGERED P11.8 154- 01.OIM NO SCALE FOR DEPTH OF FOOTING AND 8H0 COORDINATION THEREOF, s_EE GSN a40 FOUNDATION PLAN NOTES. FOR ADDITIONAL INFORMATION. SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES AND INTERPRETATION OF DRAWINOS ON SHEET S001, PLANS AND TYPICAL DETAIL SHEETS PROJECT NUMBER 98 -081 PROJECT ENGINEER LGL PROJECT MANAGER HE PROJECT DRAFTER WLC 4 CARUSO•TURLEY• SCOTT •INC. consulting structural engineers 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008 (602) 912 -9120 (912 -9390 FAX) FOR SIZE OF MATERIALS, SEE PLANS. - ?YP U.N.O. WHERE CONCRETE SLABS ABUTS EXTERIOR MASONRY OR CONCRETE WALLS INSTALL 1/2" EXPANSION JOINT MATERIAL AT CONTRACTOR'S 0911014 000 SUBJECT TO THE APPROVAL, OF THE ARCHITECT, IN LIEU OF CONCRETE STEM WALLS USE MASONRY STEM WALL 16TH 8" DEEP CONTINUOUS BOND BEAM W111-1 SAME REINFORCING GROUT ALL MASONRY SOLID BELOW GRADE. A re, Planning, Architecture 4148 North 48th Street Phoenix; Arizona 85018 FAX (602) 840 -9469 Job# 4;01 Date: �R 97- 300 •4/, S/'!� Sheet 'Description: FOUNDATION DETAILS 101 - 119 Revision: Sheet of CRyp 3201 us 1 3 1998 E �?�a .�11�5. 124 THICKNESS CHANGE IN CONCRETE SLAB ON GRADE STEEL COLUMN AT CONCRETE AUGERED PILE 162 -01M NO SCALE STEEL COLUMN AT CONCRETE AUGERED PILE NOTTS NOTES: 1. TOOLED EDGES. 2. CONTINUOUS KEY - SEE TYPICAL KEY IN CONCRETE DETAIL. 3. CONCRETE SLAB ON GRADE. 101 - 3W NO SCALE NOTES: 1. STEEL COLUMN. 2 CENTERLINE OF STEEL COLUMN AND PILE. 3. REINFORCING CONTINUOUS FROM BEYOND. 4. CONCRETE CLOSURE POUR - SEE TYPICAL DETAIL. 5. FINISHED GRADE OR CONCRETE SUB WHERE OCCURS. 6. Y MINIMUM CONCRETE COVER AROUND ALL STEEL BELOW GRADE. 7, STEEL BASE PLATE OVER 1 I/2'! DRYPACK. 8. CONCRETE AUGERED PILE. 9. CONCRETE SLAB ON GRADE. 10. ANCHOR BOLTS .KITH DOUBLE NUTS. NOTES 1' STEEL COLUMN. 2. CONCRETE CLOSURE POUR SEE TYPICAL DETAIL. 3 3' MINIMUM CONCRETE COVER AROUND ALL STEEL BELOW GRADE 4. CONCRETE AUGERED PILE. 5. CENTERLINE or COLUMN. AND PILE 6. STEEL BASE PLATE OVER 1 1/2 t DRYPACK. 7 CONCRETE SLAB ON GRADE. 8. ANCHOR BOLTS WITH DOUBLE NUTS, 162 -21M NO SCALE N OT E S,. 1. 30' -0' TALL MAO LIGHT POLE AND BASE CONNECTION BY OTHERS. 0 303 TIES IN TOP 5'. 3, FINISHED GRADE OR CONCRETE SLAB AS OCCURS. 4. 24" DIA. CONCRETE CAISSON TYPE FOOTING WITH 605 LOTS AND #3 .DES AT 8' O.G. �. 3' CONCRETE COVERAGE TYPICAL AROUND ALL STEEL BELOW GRADE. SITE WORK NO SCALE THICKENED CONCRETE SLAB AT NONBEARING MASONRY WALL 110 -21M NO SCALE ( MASONRY WALL STUD WALL STRUCTURAL "POPOUT" FOOTING NOTES; I. DOUBLE STUDS AT WALL ENDS MITH ATTACHMENT PER DETAIL 318. 2. 6' STEEL STUDS AND TRACK PER GS. N 3. FINISHED GRADE OR CONCRETE SLAB AS OCCURS. 4. CONCRETE SLAB AS REQUIRED WITH 04 PERIMETER BARS • TOP AND BOTTOM AS SHOWN. 5. MASONRY WALL, CONCRETE SLAB. STEM WALL AND GRADE (4) BEAM PER DETAIL 107 6. DOUBLE STUD AT WALL ENOS WITH 010 TEKS AT 12' O.C. TO BUILDING 51510 WALL'. FULL HEIGHT. ' EXTEND CONCRETE FOOTING AND INSTALL 04 PERIMETER BARS AS SHOWN TOP AND BOTTOM. STEEL STUD ,WALL, CONCRETE SLAB AND FOOTING PER 115. CONCRETE TURNDOWN AT SLAB ELEVATION CHANGE 1. MASONRY WALL. 2. DOWELS TO MATCH AND UP VERRCAL WALL REINFORCING PER G.S.N. - ALTERNATE BENDS. 3. REINFORCING PER PLAN. 4. CONCRETE SLAB ON GRADE. NOTE'. PER SHAPE AND DIMENS OF "POPOUi , SEE SRCH Y. (7) DRAWINGS. SEE DETAIL 317 FOR ADDITIONAL INFORMATION. 98 -082 NO SCALE NOTES I. 'CONCRETE SLAB ON GRADE 2, /4 Al 24" O.C. - BEND AS SHOWN 3 1 04 CONTINUOUS TOP AND BOTTOM, , 4. TOOLED EDGE 5..'... MAXIAUU .' VERIFY WITH ARCHITECTURAL DRAWINNGS 6. WATER STOP PER ARCH'L. 7. THICKEN SLAB WHERE SHOWN ON PUN. 102 -18M NO SCALE ,&qo 1Lj NOTE. FOR DEPTH OF FOOTING AND THE COORDINATION THEREOF, SEE G.S.N. AND FOUNDATION PLAN NOTES. FOR SIZE OF MATERIALS, SEE PLANS.- TM U.N.O. WHERE CONCRETE SLABS ABUTS EXTERIOR MASONRY OR CONCRETE WALLS INSTALL JOINT MATERIAL, AT CONTRACTOR'S OPTiON AND SUBJECT TO. THE APPROVAL OF THE ARCHITECT,', IN UE,U OF CONCRETE STEM WALLS USE MASONRY STEM WALL WITH 8* DEEP CONTINUOUS BOND BEAM WITH SAME.. REINFORCING - GROUT ALL MASONRY SOLID BELOW GRADE. FOR ADDITIONAL INFORM/4110N SHOWN BUT NOT NOTED, SEE. GENERAL STRUCTURAL NOTES AND 1 , INTERPRETATION CE DRAWNOS' CR SHEET 5001, PLANS AND TYPICAL DETAIL SHEETS PROJECT NUMBER 98 -081 PROJECT MANAGER HF PROJECT ENGINEER LGL PROJECT DRAFTER WLC A CARUSO °TURLEY.SCOTT•INC. consulting structural engineers 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008 .(602) 912 -9120 (912 -9390 FAX) • Job# 97- 3004.01 Date: 2110110 4ttlyfis Sheet Description:' FOUNDATION DETAILS 121 -139 Revision: A 0' 0 A Sheet 5202 MINI II W PM Mi toin Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 95 FAX (802) - 9469,' 17 B E RMTECENTEq ', Shts. NOMINAL BEAM DEPTH "D" NUMBER OF 3/4" DIA. ASTM, A325N BOLTS UP TO 7" 2 = 8 " -11" 2 M 12" - 14" 3 15" - 17" 4 18" - 20" 5 21" - 23" 6 24" - 29" 7 30" - 32 8 33" - 35" 9 36" 10 (3) (1) ( (3) ( (5) (6) C WOOD JOIST AT HOLLOW CORE SLAB ( ( NOTES, 1. PLYWOOD SHEATHING OVER 2x6 WO. JOISTS AT 24" O.C. 2 EDGE NAIUNG. 3 2X BLOCKING WITH 3 -16d PER BLOCK. 4. SIMPSON A35 MTH 3 -WAY BEND AT EACH JOIST. 5, WOOD FASCIA PER ARCH'L 6, MASONRY WALL. 7. 2x6 CONTINUOUS WOOD PLATE WITH 1/2" DIA ANCHOR BOLTS AT 48" 0.C. 8, PRECAST HOLLOW CORE SLAB. ( O STEEL STUD WALL (3) (4) (7) (8) AT CONCRETE HOLLOW CORE DECK. 10 4 00 P'/ 9 y (2) C3 1 WOOD JOIST AT STEEL STUD WALL (2) 0 PLYWOOD SHEATHING AT MASONRY WALL 97 -411 NO SCALE LLQIESL 1. STEEL STUD WALL, 2. STUD BLOCKING 3. EDGE NAIUNG 4. PLYWOOD SHEATHING 5. WOOD JOIST.. 6. SIMPSON LU' TYPE HANGER. 7.. 3x8 WOOD LEDGER WITH SIMPSON A35 MTH 3 -WAY BEND TOP AND BOTTOM AT EVERY OTHER STUD. INSTALL CUPS MTH #10 SCREWS AT STEEL STUD. 98 - 082 NOTES 1. DOUBLE EDGE NAILING, PLYWOOD SHEATHING. 3. CONTINUOUS 3X TOP PLATE N1TH 3/4 DIA. ANCHOR BOLTS AT 48' O.C, - COUNTERSUNK. 4. BOND BEAM PER G.S.N. 5. MASONRY WALL 686 -11M o ( ( (6) ( (1) NOTE: FOR ADDITIONAL INFORMATION, SEE DETAIL 311 AND ARCH'L DRAWINGS. 1. STEEL STUD WALL. SEE PLAN FOR WALL LOAD. 2. POWDER DRIVEN FASTENERS PER TYPICAL STUD DETAIL. 3, PRECAST HOLLOW CORE DECK. 4. ADDITIONAL GROUT AND REINFORCING PER PRECAST MFR. NO SCALE NO SCALE 214 WOOD TRUSS AT MASONRY WALL (4) Po (5) (2) (1) (2) 212 STEEL STUD WALL AT WOOD JOISTS 98 -081 NO SCALE 96 -711 NO SCALE NOTES: NOTES ( ( (3) (3) NOTES 0PREFABRICATED WOOD TRUSS AT MASONRY WALL 96 -711 1. STEEL STUD WALL WITH SIMPSON A35 WITH 3 -WAY BEND TOP AND BOTTOM AT EVERY OTHER S.D. INSTALL CUPS MTH #10 SCREWS AT STEEL STUD. 2. STUD BLOCKING. ' EDGE NAIUNG. 4. PLYWOOD SHEATHING. 5. DOUBLE WOOD JOIST. 6. SOLID BLOCKING AT 48' O.C. WTH SIMPSON H2.5 CLIP TOP AND BOTTOM EACH END. NOTE: FOR ' AT:I. AL INFORMATION, SEE RACI L DRAWINGS. 1. PLYWOOD SHEATHING. 2, EDGE NAIUNG. 3, 2% WOOD BLOCKING WITH 3 -16d PER BLOCK, 4. CONTINUOUS 3% WOOD PLATE WITH I/O ' DIA THRU -BOLTS AT 48" O.C. 5. CONTINUOUS STEEL STUD TRACK. 6. SHEATHING MATERIAL AND ATTACHMENT AS OCCURS. 7. STEEL STUD WALL. 8. PREFAB WOOD TRUSS. 9. SIMPSON A35 EACH TRUSS WITH 3 -WAY BEND. NOTE: SECTIONS DI TOP TRACK TO BE SPLICED WITH 10 r10 TEKS SCREWS TO PROVIDE. CONTINUOUS ,ROOF DIAPHRAGM CHORD. FOR ADDITIONAL'. INFORMATION, SEE ARCH L DRAWINGS. C;) PREFAB WOOD TRUSS AT STEEL STUD WALL 637 -301M NO SCALE 1: GROUT 4 MINIMUM ABOVE STRAP. 2: BOND BEAM PER G.SN. (1) 3 MASONRY WALL. 4. 2 A5 CONY IN 8' DEEP �(2) GROUTED 60ND BEAM. 5 EDGE NAIUNG, 6. PLYWOOD SHEATHING. 7. SIMPSON PATM25 (NAILED) Al EACH TRUSS, (3) 0 4x8 WOOD TOP LEDGER WITH 3/4" DIA ANCHOR BOLTS AT 48 0 . AND 4x12 BOTTOM LEDGER WITH 3/4" DIA ANCHOR BOLTS AT 24 0.C. 9 PREFAB WOOD TRUSS. 10. SIMPSON LU'. TYPE HANGER. (4) 11. SIMPSON HUTF" TYPE. HANGER AT TYPE A GIRDER TRUSSES. 636 - 006.018 NO SCALE NOTES: 1. BOND BEAM PER G.S.N. MASONRY WALL. 3. 2#5 CONTINUOUS IN 8" DEEP GROUTED BOND BEAM, 4 EDGE "'AILING 5 PLYWOOD SHEATHING. 6 BLOCKING AND STRAP PER DETAIL 234. 7. PREFAB WOOD TRUSS KITH 3/4' OA ANCHOR BOLTS 4' FROM WALL ENDS AND AT 48'0.C. AT TOP AND BOTTOM CHORDS. NO SCALE 208 PLAN - WOOD JACK. TRUSSES AT HIP JACK TRUSS NOTES' NOTES 1, WOOD BLOCKING AND PLATE BELOW. 2. JACK TRUSS,'. INSTALL SIMPSON SUR /SUL26 HANGER AT BOTTOM CHORD WHEN "V EXCEEDS C -D', NAIL TOP CHORD WITH 2 -16d TO HIP JACK. 3. SIMPSON SUR/SUL26 AS REQUIRED. (2) 4. SIMPSON. H2.5 EACH SIDE. 5. HIP JACK TRUSS 6. :TYPICAL JACK TRUSS PATH. 2 -16d TO HIP JACK AT ( 7.. CONTINUOUS FASCIA (DO NOT TOP AND BOTTOM CHORD. SPLICE WITHIN 8' -0' FROM CORNER - EACH WAY) 8, 2 -16d- TYPICAL AT EACH TRUSS: 636 016.026 NO SCALE NOTES: 1, TS4x4x1 /4" COLUMN - INSTALL T/4' CLOSURE PLATES EACH END. 2. STEEL BEAM. C PREFABRICATED WOOD TRUSS AT STEEL BEAM 1. EDGE NAIUNG. 2. OR BLOCKING WITH 3 -160 PER BLOCK. 3. 3X CONTINUOUS PLATE. 4. STEEL BEAM WITH 3/4" DIA AUTOMATIC WELDED THREADED STUDS AT 24' 0.C. 5. PLYWOOD SHEATHING, 6, PREFAB WOOD TRUSS. 7. SIMPSON A35 NTH 3 -WAY BEND AT EACH TRUSS. 8. SIMPSON H3 CUP AT EACH SRO, 9,. STEEL STUD FRAMING 131TH CONNECTION PER TYP DETAIL. 10. 16 GA CONTINUOUS ANGLE. 636 - 5019 NO SCALE NOTES NOTE: CONTRACTOR SHALL VERIFY TRUSS HEAL HEIGHT WITH ARCH'L DRAWINGS. 1, EDGE NAAJNG. 2. PLYWOOD SHEATHING. 3, SIMPSON H3 AT EACH TRUSS. 4. ORDER TRUSS. 5, JACK TRUSS. 6. SIMPSON LU26 TYPE HANGER AT EACH TRUSS. AT TYPE 'A' TRUSS USE SIMPSON THG4A HANGER. NOTE: ''. FOR ADDITIONAL INFORMATION,'. SEE DETAILS 210 AND 204. (8) ( 209 STEEL COLUMN AT STEEL BEAM. 98 -081. NOTES, TS4x4x1 /4' COLUMN - INSTALL 1/4' CLOSURE PLATES EACH END. 2. STEEL STUD FRAMING PER. DETAIL 212, 1/2' X 9 ".X 10" (SLS STEEL PLATE MTH 2 -3/4' - 0IA THRU BOLTS EACH SIDE - CENTER PLATE ON WOOD BEAM AND COLUMN. 4. EDGE NAIUNG, 5. P137.1000 SHEATHING. 6: WOOD JOISTS WITH SIMPSON LU2I0 HANGER, 5,125x12' GIB - AT ENDS EXTEND. BEAM 2' PAST PLATE, PLATE TO ,COLUMNS. WOOD JOISTS AND BEAM AT STEEL COLUMN 98 -081 NO SCALE NO SCALE 1. PLYWOOD SHEATHING AND EDGE NAILING WHERE SHOWN. 2. 2X WOOD BLOCKING WITH 3 -16d PER BLOCK. 3. WOOD JOIST MTH 3 -16d AT EACH TRUSS. 4. CONTINUOUS 3% WOOD PLATE. 5. CONTINUOUS: STEEL STUD TRACK, 6. SHEATHING MATERIAL AND ATTACHMENT AS OCCURS. 7. STEEL STUD WALL. 8. PREFAB WOOD TRUSS. O PREFAB WOOD TRUSS AT STEEL STUD WALL 637 -301M NO SCALE 206 PREFABRICATED WOOD TRUSS AT GIRDER TRUSS NOTE FOR ADDITIONAL INFORMATION SEE DETAIL 213.DWG PREFABRICATED WOOD TRUSS TO TRUSS CONNECTION 637 -916 WITHOUT RIDGE VENT 637-901M NOTES 1... EDGE NAILING. 2. SIMPSON 113 AT EACH TRUSS. 3 PLYWOOD SHEATHING. 4. PREFAB WOOD TRUSS 5. PREFAB WOOD HIP CARRIER TRUSS 6. SIMPSON LU26 HANGER AT SINGLE TRUSS SIMPSON THG4A AT JACK GIRDER, WITH RIDGE VENT 0 PLYViOOD SHEATHING AT RIDGE LINE 637-906 01M NO SCALE NO SCALE 1. EDGE NAIUNG 2. PLYWOOD SHEATHING. 3 3% BLOCKING WAR{ 3 -160 PER BLOCK. 4. PREFAB WOO TRUSS. 5, CONTINUOUS SIMPSON CMSTI4 STRAP NTH 3 -r10 NAILS PER BLOCK MIN. NO SCALE OLT SCHEDULE FOR TYPICAL'' STEEL CONNECTIONS Sheet (5) 2 STEEL BEAM TO STEEL COLUMN CONNECTION NOTES TYPICAL ( NOTES i. CENTERLINE OF COLUMN, 2. STEEL BEAM, 3. 3/6' SRFFENER PLATE EACH SIDE OF BEAM. 4, 4 - 3/4' DIA. BOLTS ON BEAM GAGE. 5. 1/2' CAP PLATE. 6. STEEL COLUMN. 7. WELD 3 SIDES - TYPICAL, NOTE. STUDS HEADED TO BOTTOM CF FLANGE MAY BE USED IN LIEU OF BOLTS, 415 - 51.036 NO SCALE 1. STEEL BEAM. (2) 2. 3/6" STEEL SHEAR PLATE - USE . /8" STEEL SHEAR PLATE WHERE "D" " 20 OR GREATER. 3 FOR 42E. TYPE AND NUMBER OF BOLTS, SEE TYPICAL BOLT SCHEDULE. 4. b" • LESSER OF BEAM DEPTHS AS OCCURS. WELD 3 SIDES TYPICAL - AGE SAME CONNECTION AT STIFFENER PLATES WHEN REQUIRED. NOTE ' 1, AT ONE SIDED CONNECTIONS, - INSTALL 3/8' STIFFENER PLATE OPPOSITE SHEAR PLATE. 2. EDGE CLEARANCES PER THE FOLLOWANG -IOU U.N.0 3/ DIA OR LESS - 1 1/4' If DIA IA I I /4' 11/8' DIA 2' 1 1/4' DIA 2.1/4' OVER 1 1/4' DIA 1. TRAIA CONNECTION WOE FLANGE BEAM TO BEAM 413 - -01 NO SCALE FRAMING HATES. 1. THE TYPICAL STEEL BEAM TO STEEL COLUMN OR STEEL BEAM TO STEEL BEAM CONNECTION CONSISTS OF 3/8" SINGLE SHEAR PLATES WIN 3/4' 9., ASTM A325N BOLTS. USE 5/8" SHEAR PLATES WHERE 20 OR GREATER, 2.1 ALL BOLTS SHALL BE INSTALLED USING SHORT SLOTTED HOLES IHI EITHER THE BEAM WEB OR THE SHEAR PLATE PER LATEST MSC, SPEOECATIONS. 3. , CONNECTIONS REQUIRING DOUBLE ANGLES OR BENT PLATES WALL i BE MARKED ON THE PLANS WITH AN ASTERISK (.), ALL DOUBLE ANGLES SHALL BF 4' X 4" X 1/A AND ALL BENT PLATES SHALL BE i /4' THICK - DETAIL PER SECTION 4 OF 1HE AISC STEEL CONSTRUCTION MANUAL. rna - a I l . oi NO SCALE FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES AND INTERPRETATION OF DRAWINGS ON SHEET SOOT' PLANS AND TYPICAL DETAIL SHEETS PROJECT NUMBER 98 -043 PROJECT ENGINEER LGL PROJECT, MANAGER HF PROJECT DRAFTER WLC CARUSO•TURLEY• SCOTT •INC. consulting structural' engineers 2702 NORTH 44TH' STREET SUITE 200 PHOENIX, ARIZONA 85008 '(602) 912 -9120 (912 -9390 FAX) Q /y � j Z00 Z QZ Z > 'Q 0 m J Cr Z w Revision: Z Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (604) 840 -2795 FAX (602) 840 -9469 Job# ' 97- 3004.01 Date: '!" 4,r Sheet Description: WOOD FRAMNQ DETAILS 201 219 ■. PIM 1. MAXIMUM NIDTN OF OPENING STUD SIZE 2 - 4 "X 18 GAGE 2 - 6" X 18 GAGE 2 - 8" X 18 GAGE 10- 1" - 12' -. 0' 2- 8'X 14 GAGE (5) (6) (6) (7) WOOD JOISTS AND PREFAB TRUSS AT MASONRY WALL WOOD BEAM AT MASONRY WALL 7 (1) (2) WOOD BEAMS AT MASONRY WALL (5) WOOD JOIST AT PREFAB WOOD TRUSS (3) (4) NOTES: 1 EDGE NAILING AND PLYWOOD SHEATHING WHERE SHOWN. 2. 2x BLOCKING. 3. 2X CONTINUOUS .00 PLATE PER DETAIL 235. 4. PREFAB WOW TRUSS - NAIL TOP CHCRD WITH 2 -16d. 5. DOUBLE BLOCKING. 6. PREFAB WOOD TRUSS AND CONNECTION PER DETAIL 235. 7. PREF..., TRUSS. 98 - 081 NO SCALE NOTES: I. CONTINUOUS TOP PLATE FROM BEYOND. 2 BONG BEAM PER G.S.N. CONTINUOUS FROM BEYOND. 3. 1/2" MINIMUM AIR SPACE ALL AROUND. 4. MASONRY WALL 5. 2 #5 X 3' -6" LONG IN 8' DEEP X 4' -0" LONG GROUTED BOND BEAM. 6. DOUBLE EDGE NAILING. 7. PLYWOOD SHEATHING. 8. SIMPSON H.B TYPE BEAM SEAT. 9. WOOD BEAM. 10. rt °REPACK. 641 - •25016 NO SCALE NOTES: NOTE FOR ADDITIONAL INFORMATION, SEE DETAIL 235. I. WOOD BEAM WITH BEAM SPLICE AS OCCURS. WHERE BEAMS ARE DIFFERENT WIDTH INSTALL FILLER. 2. 1/4" BENT "U" PLATE WITH 4 3/4' DIA. THRU - BOLTS. 3. BOND BEAM PER G.S.N. 4 MASONRY WAIL 5. 3/4' X 7" X 14" PLATE RATH 2 - 3/4" DIA. ANCHORS. 6. 1't DRYPACK. 641 31.02M NO SCALE NOTES I. PLYWOOD SHEATHNG WITH EDGE NAILING MERE SHOWN. 2. WOOD JOISTS WITH SIMPSON 'JB' TYPE HANGERS. 3. PREFAB WOOD TRUSS PATH SHEAR WALL SHEATHING 98 -081 NO SCALE STEEL BEAM AT MASONRY WALL WOOD JOIST AND PREFAB TRUSS AT STEEL BEAM. 1. WRAP 8" WITH MASTIC. 2. CONTINUOUS GROUTED BOND BEAM. 3 2 E, X 4' - LONG 4 3/4' X 6' X 12" STEEL BEARING PLATE WITH 2 -3/4" DIA AUTOMATIC WELDED STUDS. TIGHTEN NUTS BNGERTIGHT. 5. 1 1/2" LONG SLOTTED HOLES. 6. 215X3' -6'IN 8" DEEP X 4' -0" LONG GROUTED BOND BEAM. 7 MASONRY WALL. 8 3X WOOD PLATE COUNTER SUNK HOLES AS REOG. 9 REBAR TO EACH SIDE OF WEB 10. STEEL BEAM. 11. 1"t DRYPACK. 98 - 081 NO SCALE NOTES: I. EDGE NAILING AND PLYWOOD SHEATHING. 2. CONTINUOUS WOOD PLATE PER DETAIL 204. 3. WOOD JOIST WITH SIMPSON JB' TYPE HANGER AT EACH JOIST. 4. STEEL BEAM. 5. PREFAB WOOD TRUSS WITH SIMPSON 'FN' TYPE HANGER AT EACH TRUSS. 98 -081 NO SCALE i. DOUBLE EDGE NAILING. 2. PLYWOOD SHEATHING. 3. CONTINUOUS 3X TOP PLATE WITH 3/4' DIA. ANCHOR BOLTS AT 48" O.C. - 000NTERSUNK. 4. BOND BEAM PER C.S.N. 5. MASONRY WALL. 6. WOOD JOIST. 7. SIMPSON 'J0' TYPE HANGER AT EACH JOIST. WOOD JOISTS AT MASONRY WALL 661- 31.02M NO SCALE NOTES: NOTE: FOR ADDITIONAL INFORMATION, SEE DETAIL 234. CONNECT BACK OF TRUSS SIMILAR WITH PLATE SCREWED TO 3x4 BLOCKING BETWEEN JOISTS BELOW. WOOD JOISTS AND PREFAB TRUSS AT MASONRY WALL NOTES: NOTE I. EDGE NAILING AND PLYWOOD • SHEATHING WHERE SHOWN. 2 2X BLOCKING 3. 2X CONTINUOUS WOOD PLATE WITH 1/2" DIA X4 "LAG SCREWS AT 24" O.C. 4. CONTINUOUS WOOD PLATE. 5. MASONRY WALL. 6. PREFAB WOOD TRUSS AND CONNECTION PER DETAIL 201. 7. WOOD JOISTS. 98 -081. NO SCALE 229 /^` SECTION WOOD JOIST AT HOLLOW CORE SLAB WOOD TRUSS AT STEEL STUD WALL HEADER IN STRUCTURAL STEEL STUD WALL 1. PLYWOOD SHEATHING. 2. EDGE NAILING. 3. BLOCKING AND PLATE PER DETAIL 216 4. 2x6 OUTRIGGER WITH I-16d AS SHOWN. 5. WOOD FASCIA PER ARCH'L. 6. STEEL STUD WALL AND TRACK PER DETAIL 316 SIM. 7. 2x10 WOOD JOISTS AT 24" O.C.: 8. PRECAST HOLLOW CORE SLAB. 98 - 081 NO SCALE 1. PLYWOOD SHEATHING. 2. 3 -16d PER OUTLOOKER. 3. EDGE NAILING 4. 2 -16d. PER OUTLOOKER. 5. 2X CONTINUOUS FASCIA. 6. 2x4 OUTLOOKER IAYED FLAT. 7. PLYWOOD SHEAR WALL SHEATI6NG, 8. 16d TOENAILS AT 12" O.C. 9.. CONTINUOUS WOOD PLATE AND STEEL STUD W. PER DETAIL 2131 10. PREFAB WOOD'. TRUSSES. 11,2x4 WOOD BRACE AT 48" O.C. YA1F1' SIMPSON A35. EACH END. 636 - 051M NO SCALE 1. STEEL STUDS, 2. CONTINUOUS TRACK. 3. DOUBLE STUD. NOTE: FOR OPENING LARGER THAN SHUNS - SEE FRAMING PLAN. MAXIMUM NOTH OF OPENING 10'- 1'- II2' -0" STUD SIZE 2 - 4" %'. 18 GAGE - 8" )(la CAGE 2 - B" X14 GAGE 2 - 10" X 12'.GAGE 1/8 2 -12 NON- BEARING WOOD JOIST AND PREFAB TRUSS AT STEEL STUD WALL NOTES NOTES' 1. PLYWOOD SHEATHING MTH EDGE NAILING WHERE SHOWN. 2. 2X BLOOONG MTH 3 -16d PER ILO. WHERE SHOWN, 3. SIMPSON A35 WITH 3 -WAY BEND AT.EACH TRUSS. 4. PREFAB WOOD TRUSS. 5. CONTINUOUS WOOD PLATE AND STEEL STUD WALL PER DETAIL 213, 6. W000 JOIST WITH 2 -16d AT EACH TRUSS. 98 -081 NO SCALE WOOD TRUSS AT MASONRY WALL AS NOTED PREFAB WOOD TRUSS AT STEEL BEAM NOTES. NOTE5: WOOD JOIST AT STEEL STUD WALL AS NOTED NOTES: NOTES: 1. .OUT 4" MINIMUM AROUND STRAP. 2. BOND BEAM PER G.S.N. 3. MASONRY WALL. 4. 2 /5 CONE IN 8' DEEP GROUTED BONO BEAM. 5. EDGE NAILING. 6. PLYWOOD SHEATHING. 7. SIMPSON PAI425 (NAILED) AT 8' -0" O.C. INSTALL H2.5 CUPS AT REMAINING TRUSS 10 LEDGER.. AT DETAIL 2455' INSTALL STRAP BOSH SIDES, OF TRUSS. 8. 4x8 WOOD TOP LEDGER WITH 3/4" 0!A ANCHOR BOLTS AT 48' O.C. AND 4x12 8077041 LEDGER WITH 3/4" DIA ANCHOR BOLTS AT 24" O.C. 9. PREFAB WOOD TRUSS. to. SIMPSON 'ELY TYPE HANGER. 11. SIMPSON 'HUTT" TYPE HANGER AT TYPE A GIRDER TRUSSES. NOTE: BOTTOM LEDGER AND TRUSS CONNECTION ONLY AT DETAIL 636- 006.01M NO SCALE I. TRUSS VERTICAL MEMBER INCREASE WIDTH AS REWIRED FOR BEARING. NAIL ADJACENT TRUSSES TOGETHER PATH 16d AT 12' O.C. 2. WOOD PLATE PER DETAIL 204. 3. STEEL BEAM. 4. PREFAB WOOD TRUSS. NOTE: INFILL BETWEEN TRUSSES WITH SHEAR PANEL PER DETAIL 98 - 081 NO SCALE 1. STEEL STUD WALL WITH TRACl/ PER DETAIL 204. 2. PREFAB WOOD TRUSS, 3. CONTINUOUS 4' X 4" X 16 GA ANGLE WITH iAPCON SCREWS AT I' ac. TO PLANK AND /8 X 2 5" SCREWS AT 12" O.C. 0 TRUSS 4. PRECAST CONCRETE HOLLOW CORE SLAB. LOBBY ROOF FRAMING AT 4TH FLOOR PRECAST CONCRETE SLAB 407-51 NO SCALE 98 -043 NO SCALE I. STEEL STUD WALL. 2. STUD BLOCKING. 3 EDGE NAILING, 4. PLYWOOD SHEATHING. 5. WOOD JOIST. 6. SIMPSON LU210 HANGER. 7. 3512 WOOD LEDGER WITH SIMPSON A35 WITH 3 -WAY BEND TOP AND. BOTTOM AT EVERY OTHER STUD. INSTALL CLIPS WITH /10 SCREWS AT STEEL S.D. 8 OMIT AT DETAIL 222A 95 -825 NO SCALE STEEL BEAM AT MASONRY WALL STEEL BEAMS TO STEEL COLUMN CONNECTION NOTES NOSES • PREFAB WOOD TRUSS AT STEEL BEAM' I. MASONRY WALL. 2. BOND BEAM PER G.S.N. 3. STEEL BEAM. 4. 2 /5 X 3' -6' LONG IN 8' DEEP X 4' -0 LONG GROUTED BOND BEAM. 5. NOT USED. 6. 2 - 3/4" DIA. AUTOMATIC WELDED THREADED STUDS ON BEAM GAGE (TIGHTEN NUTS RNGERTIGNT). 7. 1 1/2" LONG SLOTTED HOLES ON BEAM GAGE - TO RECEIVE STUDS. A 3/4 "x6'412" STEEL BEARING PLATE WITH 2 -3/4' DIA. ANCHORS OVER 1' DRYPACK. 420 - 01M NO SCALE NOW, I. STEEL BEAM. 2. 3/8" X 7' STEEL PLATE. BEND AS REWIRED. 3. FEIN WE, TYPE AND NUMBER OF BOLTS, SEE TYPICAL BOLT SCHEDULE. 4. 4 -3/4" DIA BOLTS ON BEAM GAO:. 5. I/2" CAP PLATE. 6. STEEL COLUMN. NOTE: STUDS RAIDED TO BOTTOM OF BEAM FLANGE MAY BE USED IN LIEU OF BOLTS. 415 - 52.0311 NO SCALE I. CONT 12 GA BENT PLATE. 2. PONDER DRIVEN PINS AT 12" O.C. a PRECAST HOLLOW CORE DECK, 4. /10 SCREWS AT 12' 0.C. 5. PREFAB WOOD TRUSS. 6. STEEL BEAM. NOTE FOR ADDITIONAL INFORMATION, SEE DETAIL 225. 98 -081 NO SCALE FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES AND INTERPRETATION OF DRAWINGS ON SHEET SOOT, PLANS AND TYPICAL DETAIL SHEETS PROJECT NUMBER 98 -043 PROJECT ENGINEER LGL PROJECT MANAGER HF PROJECT DRAFTER. WLC CARUSO • TURLEY • SCOTT INC, consulting structural engineers 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008 (602) 912 -9120 (912 -9390 FAX) A a 0 LL z - W Z w 5 Q 0 J c z 0 W z Sheet S302 Architecture, Planning/ Landscape Architecture 4148 North 46th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 ' Job# 97- 3004"01 Dater t .4 /16/gO Sheet Description: WOOD FRAMING DETALS 221 - 239 Revision: FOR ADDITIONAL'. INFORMATION %IONN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES AND INTERPRETATION OF DRANNGS. ON SHEET SO01..'. PLANS AND TYPICAL DETAIL SHEETS PROJECT NUMBER 98 -043( PROJECT MANAGER HF ENGINEER LGL IPROJECT DRAFTER WLC CARUSO • TURLEY • SCOTT • INC. consulting structural engineers 2702 NORTH. 44TH STREET SUITE 200 PHOENIX, ARIZONA. 85008 (602) 912 - 9120(912 -9390 FAX) N0TE0 NOTES: (1)(6) 2. 3 /4Ex6C COLUMN. BASE PLATE WITH 4-3/4' DIA ANCHOR BOLTS. 3. 16" DEEP BOND BEAM (2X8) 4. MASONRY WALL 5. CONCRETE OVER PLYWOOD SHEATHING, 6. 2,2 WOOD JOISTS WITH SIMPSON 'LU' TYPE HANGERS: 7. 4212 WOOD LEDGER WITH 3/4" DIA ANCHOR BOLTS �(3) AT 24' O.C: 8. OMIT AT DETAIL WALL CONTINUOUS. (4) NOTE: FOR COLUMN INFORMATION, SEE DETAIL 412. AS NOTED STEEL COLUMN AT MASONRY WALL PREFABRICATED WOOD TRUSS AT MASONRY WALL 97 -081 NO SCALE 244 636 -052M NO SCALE ( ( (5) PREFAB WOOD TRUSS AT MASONRY WALL AS NOTED 636-001 24M WOOD ' JOIST AT MASONRY WALL AS NOTED ti0TF.5_ MASONRY WALL. 2' 4' MINIMUM GROUT ALL AROUND STRAP, 3'. BOND BEAM PER G.S.N. (1) '4. EDGE NAILING, 5. PLYWOOD SHEATHING. (2) 6 SIMPSON PATM25 -AT 8' -0' O.0 7. WOOD JOIST. B. SIMPSON 'LU' TYPE HANGER AT EACH JUST ( 9, 4x12 WOOD LEDGER N1111 3/4' DIA ANCHOR BOLTS AT 24' O.C. 10, INSTAL. 30 JOIST AND STRAP EACH SIDE OF JOIST AT DETAIL 2461. NON- BEARING LEDGER AT MASONRY WALL AS NOTED 676- 01.02M I. EDGE NAILING. 2. PLYWOOD SHEATHING. 3. PLYWOOD SHEAR PANEL PER TYPICAL DETAIL 4. PREFAB WOOD TRUSS. 5. CONTINUOUS 3% WOOD PLATE WITH 3/4" 01A ANCHOR BOLTS AT 48" 0.C. 0 BOND BEAM PER G.S.N. 7. MASONRY WALL. 8. SIMPSON A35 WITH 3 -WAY BE1.0 AT EACH TRUSS. NOTTS: I. MASONRY WALL. 2, BOND BEAM PER C.S.N. 3, EDGE NAILING. 4, PLYWOOD SHEATHING. 5. SIMPSON PATM24 (NAILED) AT 8' -0" O.C. INSTALL STRAP BOTH SIDES AT DETAIL 2459, 6. PREFAB WOOD TRUSS WITH BLOCKING AT STRAPS. 7. HANGER BY TRUSS MFR. 8. CONTINUOUS 4x12 WOOD LEDGER WITH 3/4" DIA ANCHOR BOLTS AT 24' O.C. 676 01.02M NO SCALE NOTES: I. MASONRY WALL. 2. 4" MINIMUM GROUT ALL AROUND STRAP. 3, BOND BEAM PER G.S.N. 4. EDGE NAILING, 5. PLYWOOD. EDGE BALING AT 6" O.C. AT BLOCKING. 8 PLYWOOD SHEATHING. 7, SIMPSON'PATM25 AT 8' -0' OC, B. 3X4 WOOD BLOCKING AT EACH STRAP. 9. SIMPSON F34 AT EACH BLOCKING, 10. 3x8 WOOD LEDGER WITH 3/4' DIA ANCHOR BOLTS AT 48" 0.C. 11. STRAP EACH SIDE OF BLOCKING AT DETAIL 24298, NO SCALE 241 (8) 243 WOOD JOIST AND PREFAB TRUSS AT WOOD BEAM SLOPED WOOD JOIST AT MASONRY WALL 98 -081 NO SCALE NOTES' 4. 5. 6. Kam WOOD JOIST AND PREFAB TRUSS AT WOOD BEAM 1. PLYWOOD SHEATHING. 2. EDGE NAILING 3. SHAPED BLOCKING (3' MIN VERT) IWTH 3 -160 PER BLOCK. 4. W000 JOIST WiTH SIMPSON 'LU' TYPE HANGER. 5. WOOD BEAM. 6. PREFAB WOOD TRUSS WITH SIMPSON 'LU' TYPE HANGER. PLYWOOD SHEATHING MTH EDGE NAILING WHERE SHOWN. 2x4 JOISTS AT 24 O.C. MITI SIMPSON TN' TYPE HANGERS. PREFAB WOOD TRUSS WITH SHEAR WALL SHEATHING FULL HEIGHT. CONNECT TRUSS TO BEAM WITH 160 AT 12" O.C. AT BOTTOM CHORD AND 2 -160 AT EACH NEB MEMBER. 2x4 JOISTS AT 24' O.C. WITH SIMPSON A34 CLIPS PREFAB V1000 TRUSS AND W000 BEAN PER DETAIL 241. SIMPSON LTP4 AT 32" O.C. 98 -081 NO SCALE 8005. i. PLYWOOD SHEATHING. 2. EDGE NAILING 3. 2X SOLID BLOCKING WITH 3 -16d PER BLOCK. 4. 3X CONTINUOUS PLATE WITH 3/4" DIA. ANCHOR BOLTS AT 48' O.C... 5. BONO BEAM PER G.S.N. 6. MASONRY WALL. 1. SIMPSON A35 WITH 3 -WAY BEND AT EACH JOIST. 8. WOOD JOIST - NOTCH JOIST 11/2" MAX NOTE' INSTALL OUTRIGGER PER DETAIL 228 AT DETAIL 2818. 4 AS NOTED 661- 18.01M NO SCALE T kn.Cr LoV Sheet S303 Architecture /I Planning /' Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 FAX (802)840 -9489 Job# 97- 300401 Date: '4 /t Sheet', Description: WOOD FRAPa a DErM.S 241 -250 Revision: CIrYg� wG 1 ' X EAMROEM ER Shts. NOTE: SLAB DOWELS SHALL BE #4 AT 48" O " C:. BENT 24 " X 24" - TYPICAL J.N.O. NOTE: INSTALL BOND BEAMS 8" LOWER WHERE PENETRATIONS, ARE TO BE MADE BELOW PRECAS' CONCRETE HOLLOW CORE SLABS AND GROUT SOLID ABOVE AS SHOWN - TYPICAL U.N.O. FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE WIERAL STRUCTURAL NOTES AND INTERPRETATION OF DRAWINGS ON SHEET 5001, PLANS AND TYPICAL DETAIL SHEETS PROJECT NUMBER 98 -081 PROJECT MANAGER HE PROJECT ENGINEER LGL PROJECT DRAFTER WLC CARUSO•TURLEY. SCOTT •INC. consui strr lt ng uctu al engineers 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 215008 (602) 912 -9120 (912 -9390, FAX) STEEL STUD WALL AT PRECAST CONCRETE HOLLOW CORE SLAB LO GUESTWING NO SCALE (4) (5) (6) Sr ECTION STUD SPLICE; (3) (1) (2) (3) SECTION HORIZONTAL BRACING PLAN CORNER ATTACHMENT I. STEEL STUD WALL 2. VERTICAL SLIP CLIP ANGLE BY STUD MFR. 10TH 2 #10 TEKS SCREWS. 3. 2 -3/16' DIA X 1 1/4' TAPCON SCREWS AT CORE SLAB. 4. PRECAST CONCRETE HOLLOW CORE SLAB. NOTES: I. 8 #10 MKS SCREWS. 2. STEEL ST ADS. 3. CONNECTION PER TYPICAL DETAIL. 4. STUD BRACE NTH 2 #10 TEES AT EACH STUD FULL LENGTH OF WALL. S STUD TRACK WITH 2 #10 TEKS AT EACH STUD AT STUD WALLS. AND /OR 1 RAWL MUSH HEAD SPIKES I /4' DIA X 2 I/2' AT 24' O.C. AT MASONRY WALLS. NOTE: THIS CONNECTION TYPICAL AT ALL FLOOR LINES AND AT ROOF PLATE UNE. 6. FACE OF BUILDING WALL. 7. INTERSECTING STEEL STUD WALLS. 8. /TO TEKS STUD TO STUD AT 46" 0 C. VERTICALLY. NOTE: STUD SPLICE MAY ONLY OCCUR BELOW TOP FLOOR OF BUILDING. 3 5/8' STEEL STUDS AND TRACKS MAY BE USED AT BRACING AT CONTRACTOR'S OPTION TYPICAL "POPOUT / GABLE" STUD WALL BRACE AND CORNER NOTES NOTES LO GUESTWING NO SCALE 1. MASONRY WALL. 2. VERTICAL WALL REINFORCING IN SOUD GROUTED CELL. 1 STEEL STUD WALL 4. STEEL STUD - INSTALL TRACK GAGE UNPUNCHED 5. I/O ' DIA EXPANSION BOLTS AT 24" O.C. INSTALL FIRST AND LAST 12' FROM TOP AND BOTTOM OF WALL. NOTES NOTE: THIS DETAIL APPLIES TO ALL STRUCNRAL STEEL STUD WALLS AT MASONRY WALLS. I. WALL BEYOND. 2. GROUT AND PROVIDE TOOLED EDGE. 3. VERIFY DIMENSION WITH ELEVATOR MFR. 4. STEEL ANGLE PER ELEVATOR MFR. 6. MASONRY LINTEL. 6. SLAB DOWELS PER DETAIL 303. 7. PRECAST CONCRETE HOLLOW CORE SLAB. 8. STEEL ANGLE AND CONNECTION PER DETAIL 305. 9. 1/5 - EXTEND T6" MIN PAST JAMBS. 319 PRECAST CONCRETE HOLLOW CORE SLAB TO MASONRY WALL LO GUESTWING NO SCALE 315 TEEL BEAM TO MASONRY WALL I. BREAK OUT SLAB AS RECM. AND GROUT SOLID AROUND REINFORCING. 2. PRECAST CONCRETE HOLLOW CORE SLAB. 3. CONTINUOUS COMPRESSIBLE BEARING MATERIAL 4. BOND BEAM PER G.S.N. 5. EXTEND WALL REINFORCING 6' INTO SLAB. 6. MASONRY WALL. PRECAST CONCRETE HOLLOW CORE SLAB AT MASONRY WALL (1) NOTES NOTES: 212 - 15 NO SCALE 1. STEEL STUD WALL. 2. VERTICAL SUP CLIP ANGLE AND CONNECTION PER DETAIL 316. 3. PRECAST CONCRETE HOLLOW CORE SLAB - GROUT OPEN END SOLID. 4. STEEL BEAM NTH #4 X 6' AT 24" O.C. WELDED TO BEAM - GROUT DOWEL SOLID. STEEL STUD WALL AT PRECAST CONCRETE HOLLOW CORE SLAB LA GUESTWING NO SCALE I. MASONRY WALL AND LINTEL. 2 PRECAST CONCRETE HOLLOW CORE SLAB. 3. STEEL ANGLE PER DETAIL 305A. NOTE: BOTTOM OF LINTEL AT TOP OF DOOR BELOW. 318 TYPICAL STEEL STUDS AT MASONRY WALL 314 PRECAST CONCRETE HOLLOW CORE SLAB AT STEEL ANGLE LO GUESTWING NO SCALE LO GUESTWING NO SCALE 1. MASONRY WALL AS OCCURS. WELD JAMB REINFORCING TO BEAM AT CONTINUOUS. 2. WELD VERTICAL REINFORCING TO BEAM AND GROUT VOID SOLID. 3 STEEL BEAM PER DETAIL 303.' 4. STEEL PLATE 3/4" X 6' X 12' WITH 2 -3/4' DIA ANCHORS. 5. 1'i DRYPACK. 6. BOND BEAM PER G.S.N. 7. MASONRY WALL. LQ GUESTWING NO SCALE CD PRECAST CONCRETE HOLLOW CORE SLAB AT MASONRY`, WALL AS NOTED LQ GUESTWING NO SCALE NOTES: NOTES: NOTES. NOTES PRECAST CONCRETE HOLLOW CORE SLABS BEARING AT MASONRY WALL AS NOTED LS GUESTWING NO SCALE PRECAST CONCRETE HOLLOW CORE SLAB TO MASONRY WALL NOTES (2) I. MASONRY WALL AS OCCURS. ( 2 BOND BEAM PER G.S.N. 4 4. SLAB MASONRY B DOWELS I B DOLS IN SOLID GROUT PER TYPICAL NOTE. 5. PRECAST CONCRETE HOLLOW CORE SLAB. 6. CONTINUOUS COMPRESSIBLE BEARING PAD. 7. PRECAST. SLAB CONTINUOUS AT DETAIL' mg, BREAK OUT SLAB AS REQUIRED TO INSTALL SLAB DOWELS. 1. MASONRY WALL AS OCCURS 2. -GROUT SOUD AT SLAB DOWELS AND PLATES 3. PRECAST CONCRETE HOLLOW CORE SLAB. 4. CONT. GROUTED BOND BEAM SEE G.S.N. 5. CONT. COMPRESSIBLE BEARING' PAD. 6. STEEL PLATE 1/4" A 1 1 /4" X 5 ". 7. STEEL PLATE 1/4 "X 4" X 9'. WITH 2 -1/2' DIA ANCHORS AT 6' 0.C. 8. ', HAIRPIN IX 12' X P X 12" AT 4 -0' O.C. 9. SLAB DOWELS IN SOLID GROUT PER:TYPICAL NOTE. 10. MASONRY WALL. 11. OMIT AT DETAIL 309A. NOTES: I. WALL BEYOND. 2. GROUT AND PROVIDE TOOLED EDGE. 3. VERIFY DIMENSION WITH ELEVATOR MFR. 4, - STEEL ANGLE PER ELEVATOR MFR, 5. STEEL ANGLE 6" X 6" X 1/2" WITH 3/4" DIA ANCHOR EACH END AND AT 24" O.C. EXTEND ANGLE B" BEYOND ADJACENT JAMBS 6. MASONRY LINTEL 7. SLAB DOWELS PER DETAIL 303. 8. PRECAST CONCRETE HOLLOW CORE SLAB., 9, COMPRESSIBLE PAD. LA GUESTING NO SCALE 1. MASONRY WALL: 2. SLAB DOWELS PER TYPICAL NOTE - BEND 16' VERT X 6" X 24" HORIZ. 3. BOND BEAM PER G.S.N. 4. GROUT SOUD AT SLAB DOWELS. 5. BREAK OUT SLAB AS REQUIRED. FOR DOWELS. 6. PRECAST CONCRETE HOLLOW CORE SLAB. PRECAST CONCRETE HOLLOW CORE SLAB AT MASONRY WALL LQ GUESTW1NG NO SCALE STEEL BEAM TO MASONRY WALL PRECAST CONCRETE HOLLOW CORE SLAB AT STEEL ANGLE AS NOTED LQ GUESTWING NO SCALE iliiA I I u I,Jk; Nov NOTES. 1. FACE OF MASONRY WALL. 2. MASONRY WALL AS OCCURS 3. STEEL SHIM PLATE EACH SIDE. EXTEND 1/Y BEYOND COLUMN AND BEAM. 4. STEEL BEAM PER DETAIL 303. 5. STEEL COLUMN. 6. OMIT COLUMN AND EXTEND ANGLES 16" BEYOND JAMB AT DETAIL JUAN, INSTALL 2 SETS OF 2 -3/4' DIA ANCHOR BOLTS AT 4" O.C. VERTICALLY AT EACH ANGLE. 96 - 715 NO SCALE NOTES: 1. MASONRY WALL AS OCCURS. 2 PRECAST CONCRETE HOLLOW CORE SLAB, 3. REINFORCING PER DETAIL 303. 4. CONTINUOUS STEEL ANGLE 6" X 6' X 1/2' WITH 3/4' DIA ANCHORS AT 16' O.C. 5. BOND BEAM PER G.S.N. 6. MASONRY WALL NOTES. NOTE: PRECAST SLAB AND STEEL ANGLE ONE SIDE ONLY AT DETAIL X3.2 S. WHERE "C.I.P. CONCRETE SLAB' IS NOTED ON PLAN INSTALL 8" CONCRETE SLAB MTH g4 AT 5' O.C. EACH WAY AT BOTTOM. 1, FACE OF WALL BEYOND AS OCCURS. 2. PRECAST CONCRETE HOLLOW CORE SLAB. 3 OEINFORONG.PER DETAIL 303. 4 STEEL ANGLE PER DETAIL 305 5. FACE OF WALL BEYOND. PRECAST CONCRETE HOLLOW CORE SLAB AT STEEL ANGLE N OTES' 1. MASONRY WALL AS OCCURS. 2. GROUT SOU° AT SLAB DOWELS. 3, GROUT SOLID.' 4. BOND BEAM PER G.S.N. 5. MASONRY WALL 6. SLAB DOWELS IN SOLID GROUT PER TYPICAL NOTE. 7. PRECAST CONCRETE HOLLOW CORE SLAB. 8. CONTINUOUS COMPRESSIBLE BEARING PAD. 9, AT DETAIL ,1479, GROAT ALL REMAINING CELLS FOR 12" INTO SLAB, NOTE: SLABS TO BEAR 3" MINIMUM ON 8" MASONRY WALLS PRECAST CONCRETE HOLLOW CORE SLAB AT MASONRY WALL AS NOTED LQ GUESTWING NO SCALE CLR '--(3) CLOSURE POUR WHERE OCCURS, 301 PRECAST CONCRETE HOLLOW CORE SLAB TO SLAB CONNECTION 97 -411 NO SCALE STEEL BEAM TO STEEL COLUMN AS NOTED 1 4 3 -12 DETAIL '303A I. STEEL PLATE 1/4" X 1 1/4" X 5'. 2. #4 HAIRPINS AT 8 -0' O.C. - BEND 1YX8'X12'. 3. ANGST JOINT SOUD - TYP. 4. PRECAST CONCRETE HOLLOW CORE SLAB. 5. 2 /4 CONTINUOUS. 6. 04 AT 24" O.C. 7. CONCRETE CLOSURE. 24' WIDE MAX. NOTES I STEEL COLUMN. 2. STEEL SHIM PLATE EACH SIDE. EXTEND I /2" BEYOND COLUMN AND BEAM. 3 STEEL BEAM PER DETAIL 303. NOTES' NOTE: SHIM /SHORE PLANKS LEVEL AT BOTTOM PRIOR TO GROUTING AND WELDING. 97 - 411 NO SCALE 1. PRECAST CONCRETE HOLLOW CORE SLAB, 2. /4 HAIRPIN AT 48" DC BEND 12 X6 "X Ir. 3. STEEL BEAM 6" A 6" X 1/2'. 4 4' X T8' DENT SLAB DOWELS IN SOUD GROUT PER TYPICAL NUTS. 5. 4' MIN CONCRETE FILL WITH I2 GA CLOSURE PLATE WITH 1 I/2' LONG FLANGE AT BOTTOM. PRECAST CONCRETE HOLLOW CORE SLABS AT STEEL BEAM 96 -650 NO SCALE AS NOTED LO GUESTWING NO SCALE Q 0 cc z Z 00 z W Z 2 w w z > Q Q3 J E F- z z _� .... iq Pal III � >♦y 4ii Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix Arizona 85018 FAX (60 4 840 - ) 9469 Job# 97- 300401 Date: 3 !'4-/ 5A9 Sheet PRECAST escrri�ip�-tii on. �.� �� p PRAS N D DETAILS 301 -319 Revision: A Q 0 b' Sheet Of arcervEo OF S40 i 1 UG ' d 1998 IJll,S FWfa18® =II. . STEEL BEAM AT MASONRY WALL 3/16 / - (1) ( (3) 3/16 V ( ( ND1ES: I. MASONRY WALL.. 2. BOND BEAM PER G.S.N. 3. STEEL BEAM. 4. 2 15 X 3-6' LONG A 8' DEEP X 4' -0" LONG GROUTED BOND BEAM. 5. NOT USED. 6. 2 - 3/4' DIA. AUTOMATIC WELDED THREADED STUDS ON BEAM GAGE (TIGHTEN NUTS TNGERIIGHT). 7. T I/2 LONG SLOTTED HOLES ON BEAM GAGE- TO RECEIVE STUDS. 6 3/4 %6 %12" STEEL BEARING PLATE WITH 2 -3/4' DIA ANCHORS OVER 1" DRYPACK. 420 - 01M NO SCALE NOTES: 333 PRECAST CONCRETE HOLLOW CORE SLAB CONNECTION I. STEEL ANGLE 6' X 8 1/2' (UN) X 0' •12" VATH 2 -5/8' DIA HEADED STUDS. LOCATE ANGLES AT 24' O.C. 2. PRECAST CONCRETE HOLLOW CORE SLAB. 3. SLAB DOWEL, PRECAST SLAB AND ANGLE PER DETAIL 303A. NOTE: FOR ADDITIONAL INFORMATION, SEE DETAIL 303A. 98 -081 NO SCALE, ( ( STEEL LINTEL BEAM AT STEEL COLUMN NOTES: STEEL BEAMS TO STEEL COLUMN CONNECTION 415 -52.04 1. DOWELS TO MATCH AND LAP VERTICAL WALL REINFORCING. 2. MASONRY WALL. 3. VERTICAL REINFORCING IN SOLID GROUTED CELL. 4. STEEL LINTEL BEAM WITH 3/8 STIFFENER PLATE EACH SIDE. 5. 3/4' STEEL CAP PLATE. 6. STEEL COLUMN. 97 - 411 NO. SCALE NOTES: (7 ))7 - 3/16 STEEL BEAM AT STEEL COLUMN 1 / 4 (8)) 3/16 98 -043 NO SCALE NOTES: 1. STEEL BEAM. 2. FOR SIZE, TYPE AND NUMBER OF BOLTS.SEE TYPICAL BOLT SCHEDULE: 3. 1/2' STEEL PLATE. 4. STEEL COLUMN. 5. 3/6" STEEL SOFTENER. 6. I/2 CAP PLATE NIH 4 -3/4' DIA BOLTS ON BEAM GAGE. 7. WELD 3 SIDES - TYP. 1. STEEL COLUMN. 2. STEEL TEAM. 3. 3/8' STEEL PLATE - EXTEND TO FACE OF COLUMN EACH SIDE. 4. 3/8' STEEL SHEAR PLATE - BOLT SIZE AND NUMBER PER TYPICAL BOLT SCHEDULE. NOTES: NOTE: STUDS WELDED TO BOTTOM OF BEAM FLANGE MAY BE USED IN. LIEU DE BOLTS. NO SCALE 1. CENTERLINE OF COLUMN. 2. STEEL BEAM. 3. 3/8' SOFTENER PLATE EACH SIDE OF BEAM. 4.. 4 -3/4' DIA. BOLTS ON BEAM GAGE. 5. 1/2' CAP PLATE. 6. STEEL COLUMN. 7. STEEL BASE PLATE. 8. WELD 3 SIDES - TYP. NOTE: STUDS WELDED TO BOTTOM OF FLANGE MAY BE USED IN LIEU OF BOLTS. STEEL BEAM TO STEEL COLUMN CONNECTION 415- 52.05 NO SCALE (3) STEEL LINTEL BEAM BEARING AT STEEL COLUMN IN MASONRY WALL 420 -52M NO SCALE � - lf - II (2) ( END VIEW - STEEL BEAM TO STEEL BEAM PRECAST CONCRETE HOLLOWCORE SLAB AT STEEL LINTEL (2) (3) ( STEEL LINTEL BEAM AT STEEL COLUMN ( NOTES NOTES. 1. MAS.RY WALL 2. DOWELS AT EACH END AND CO TO MATCH AND LAP VERTICAL WALL REINFORCING 3. WRAP WITIi 1/4' THICK X 6" LONG MASTIC. 4. STEEL LINTEL BEAM VATH (2) 3/B° STIFFENER EACH SIDE. 5. 2 -3/4' DIA AUTO WELDED ( TREADED 01U'.':S ON BEAM GAGE. CONTINUOUS BAR IN CELL (4) ADJACENT TO JAMB, STEEL BASE PLATE 3/4' X r X 16' VATH 2 -3/4' DIA ANCHOR BOLTS - INSTALL N1TH 1't DRYPACK. NOED NnTEC 1, END•OF STEEL LINTEL BEAM. 2.. 1/2° STEEL PLATE - EXTEND 1/2' MIN BUONO BEAM AND ANGLES AS SHOWN. 3. STEEL BEAM PER DETAIL 303 97 -)24 NOTES NOTES NOTE: FOR ADDITIONAL INFORMATION. SEE DETAIL 322. NO SCALE 1. MASONRY WALL • 2. DOWELS TO MATCH AND LAP. VERTICAL WALL REINFORCING WRAP VATH MASTIC ' - A 6' LONG. 3. 2 -3/4" DIA THREADED STUDS ON BEAM GAGE WITH 1 1/2" LONG SLOTTED HOLE. 4, 3/4" STEEL CAP PLATE. 5. STEEL COLUMN. 6. STEEL LINTEL BEAM WITH 3/8 STIFFENER PLATE EACH SIDE. 97 -.411 NO SCALE STEEL BEAMS AT STEEL COLUMN 1. STEEL COLUMN, 2. STEEL BEAM. 3. STEEL ANGLE BEAMS - COPE AS REWIRED. NO SCALE ( 1/4 v (B) ,316'2 -6 ( (5) ( ( (3) (4) 327 BUILT-UP STEEL BEAM AT STEEL COLUMN PRECAST CONCRETE HOLLOWCORE SLAB AT STEEL LINTEL I. 14' VERIFY WITH ARCHL DRAWINGS. 2. 3/4' STEEL CAP PLATE. 3. 2 -3/4' DIN THREADED STUD IN LONG SLOTTED HOSE. 4. STEEL COLUMN. 5, 3/r STEEL STIFFENER EACH SIDE. 6. 3/8' STEEL STIFFENER. PLATE EACH SIDE AT BEAM TRANSITION. 97 - 411 NO SCALE NOTES DOWELS TO MATCH AND LAP STEEL UNTEL BEAM WITH 3/8' STIFFENER PLATES EACH SIDE AT 48' 0.C. I/2' CONTINUOUS STEEL PLATE. PRECAST CONCRETE HOLLOW CORE SLAB. REINFORCING PER DETAIL 303. GROUT ALL IN SOLID. NOTE: SHORE LINTEL WRING INSTALLATION. 97 - 124 NO SCALE I. MASONRY WALL. 2. CONTINUOUS STEEL PLATE 3/4' X 7 I/O, 3. CONTINUOUS STEEL PLATE 5/8' X 38 1/2'. 4, 3/8' STIFFENER PLATE EACH SIDE AT or O.C. 5. PRECAST CONCRETE PLANK. 6. CONTINUOUS STEEL PLATE 3/4' X 15'. 7. TYP STIFFENER TO FLANGE 8. TIP STIFFENER TO WEB. ,9 • TYP FLANGE. TO WEB. • NOTE: PLATE STEEL ASTM ''A36 Fy . 36 K51 (MIN). CENTER FLANGES ON WEB. FOR ADDITIONAL INFORMATION, SEE DETAIL 322 ANDARCHL. 97 -124 NO SCALE mgcs t NOTE INSTALL BOND BEAMS 8' LOWER WHERE PENETRATIONS ARE TO !BE MADE BELOW PRECAST CONCRETE HOLLOW CORE SLABS AND GROUT SCI.ID ABOVE A8 SHOWN - TYPICAL UN.O, FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES MO INTERPRETATION OF DRAVNNOS ON SHEET S001, PLANS AND TYPICAL DETAIL SHEETS PROJECT NUMBER 98 -081 PROJECT ENGINEER LGL PROJECT MANAGER HF PROJECT DRAFTER WLC. CARUSO•TURLEY• SCOTT •INC. consulting structural engineers 2702 NORTH 44TH STREET SUITE 200 PHOENIX. ARIZONA 85006 (602).912 -9120 (912 -9390 FAX) Sheet 5402 Archite Wm/ Planning/ Landscape Architecture 4148 North 48th Street, Phoenix, Arizona 85018 FAX (602) a a469' Job# . 97- 300401 Dater MIME 4,10)8 Sheet Description: PRECAtIr R IAKINCiI, DEMOS 321 -339 Revision: STEEL STAIR BEAM (ST) SCHEDULE MARK BEAM SIZE ST1 MC12 X 10.6 ST2 CB X 18.75 ANGLE 3 1/2" X 3 1/27 ST3 X 1/4" AT 24" Q.C. 'I (7) 1 STEEL STAIR BEAM AT LANDING (1) (3) NOWT 1. 3/16" CONTINUOUS STEEL PLATE. 2. STEEL STAIR BEAM. 3. FOR LANDING. SEE ARCH'L DRAWINGS. (5) 1 B !• 2 (6) 736 -16M NO SCALE NOTFS: 1. WALL BEYOND, 2. CONNECTION PER DETAIL 309A. 3. CONCRETE TOPPING. 4. STEEL STAIR BEAM, FOR ADDITIONAL .INFORMATION SEE TYPICAL STAIR FRAMING DETAILS. 5. COPE TOP OF CONT. STEEL STAIR BEAM UNDER WALL OPENING 6. MASONRY WALL.. 7. PRECAST CONCRETE HOLLOW CORE SLAB AT OPENING - SEE PLAN FOR ADDITIONAL INFORMATION. C) PRECAST CONCRETE HOLLOW CORE SLAB TO MASONRY WALL LO GUESTWING NO SCALE O STEEL STAIR BEAM AT MASONRY WALL O STEEL BEAM AT STEEL LANDING PAN (4) 2. 3. 4. (5) O. 7. NOTES: 730 -21 NOTES 0 STEEL STAIR BEAM CONNECTION AT LANDING PAN (3) 1. MASONRY WALL 2. CONTINUOUS GROUTED BONO BEAM PER G.S.N. 3. WELD PIPE SPACER TO BEAM. 4. STEEL STAIR BEAM - 1/8" MAXIMUM CLEARANCE AT MASONRY FOR ERECTION. WELD ANGLE TO BEAM. STEEL ANGLE 1 1/4" X 1 1/4" X 3/16" - TYPICAL BETWEEN BEAMS 7. FOR LANDING, SEE ARCHI DRAWINGS. B. STEEL STAIR BEAM, 9. 3/4" DIA. EXPANSION BOLTS AT 24" O.C. WITH PIPE SPACERS. 10. WELD BEAM TO BEAM 732 - 01 NO SCALE NOTES STEEL STAIR BEAM. STEEL ANGLE. FOR TREADS, RISERS AND LANDING, SEE ARCHITECTURAL DRAWINGS. ANGLE 1 1/4" X I I /4" X 3/16" - TYPICAL. WELD BEAM TO BEAM. WELD EACH END OF EACH ANGLE - TYPICAL. 3/4" DIA. EXPANSION BOLTS AT GA" O.C. WITH PIPE SPACERS - BOLTS SHALL BE IN GROUTED CELLS AT MASONRY WALLS. NO SCALE I. STEEL STAIR BEAM. 2 FOR TREADS, RISERS AND LANDING, SEE ARCH% DWGS, 3 STEEL ANGLE 1 1/4" X 1. IR" X 3/16" - TYPICAL. 4. BEAM TO BEAM S PIECE OF STEEL BEAM TO MATCH. 6, 3/4" DIA. EXPANSION BOLTS AT 24" O.C. WITH PIPE SPACER. BOLTS SHALL BE IN GROUTED CELLS AT MASONRY WALLS 730 - 20 NO SCALE I STEEL STAIR BEAM. 2. FOR TREADS, RISERS AND LANDING, SEE ARCH'L. 3. AT UP BEAM ALSO 4. 3/16" CLOSURE PLATES BETWEEN BEAMS AND AT EXPOSED ENDS. S ANGLE 1I/4" XII /4" X 3/16" - TYP (1) (5) �(1) STEEL STAIR BEAM CONNECTION AT LANDING 736 -02 NO SCALE TAP FLOOR PLAN INTERMEDIATE Fl QOR PI APl u 341 STAIR FRAMING PLAN 342 TYPICAL STEEL STAIR BEAM SCHEDULE AND NOTES C) PAN STAIRS AT SLAB ON GRADE .9NAnt;?..n o PROJECT ENGINEER LGL NOTE: FOR STAIR BEAM AT DOOR OPENING. SEE DETAIL 349. 97 -411 NO SCALE NOTES I. SEE GENERAL STRUCTURAL NOTES FOR DESIGN REQUIREMENTS. 2. LANDING PANS SHALL BE 12 GAGE MINIMUM. TREAD PANS SHALL BE 14 GAGE MINIMUM. CONCRETE FILL SHALL BE REINFORCED MN 6x6 - W1.4xW1.4 W.W.F. 3. FOR ACTUAL LANDING AND STAIR PAN CONFIGURATIONS. SEE ARCH'L DRAWINGS 730 - 01M NO SCALE NOTES: I. STEEL STAR BEAM. 2. FOR TREADS AND RISERS, SEE ARCH'L DRAWINGS. 3. STEEL ANGLE 1 I /4" X 1 1/4" X TYPICAL. • 4 3/16' CLOSURE PLATE - BUTT WELD ALL AROUND. 5 STEEL ANGLE 4' X 3 "X 1/4" (SLV) X S LONG MTH 1 - 3/4 DIA. EXPANSION BOLT, 6. CONCRETE SLAB ON GRADE 7. 1 /4 CONTINUOUS. 8. 3 SIDES. 9. EACH ENO OF EACH ANGLE -TYP. 731 -01 NO SCALE' NOTE INSTALL ' BOND SEAMS or LOWER WHERE PENETRATIONS' ARE TO BE MADE BELOW PRECAST CONCRETE HOLLOW CORE SLABS AND GROUT SOOUD ABOVE A8 SHOWN - TYPICAL U.N.O. FOR ADDITIONAL,INFCRAIAT10N SHONN BUT NOT' NOTED, SEE GENERAL STRUCTURAL NOTES AND. INTERPRETATION OF. DRAWNGS ON GAREET SOOT, PLANS AND TYPICAL DETAIL SHEETS PROJECT NUMBER 98- 081j PROJECT 'MANAGER HF PROJECT DRAFTER WIC CARUSO' • TURLEY . SCOTT • INC. consulting structural engineers 2702 NORTH 44TH STREET SUITE 200 PHOENIX, ARIZONA 85008. (602) 912 -9120 (912 -9390. FAX) Architecturej Planning/ Landscape Architecture 4148 North 48th Street Phoenix,' Arizona 85018 FAX (802) -9469 Job# 97- 3034"O Date: ages, 4 /1s/4. Sheet p tt D pppp STAR FRANK oy i cE Aw-rr W 341 - 359 Revision: Sheet ' C S403 lY °P a maut 16 1;I3 1998 RMITCENTER Shts. PARALLEL TO TRUSS PFRPENDICULAR TO TRUSS (7) (8) ( "POPOUT" FRAMING CATWALK NOTES. 2. (1) 3 96 -711 NO SCALE N REFABRICATED,WOOD TRUSS AT MASONRY SHEAR WALL EDGE NAILING. 2h BARGE PER ARCH'L PLYWOOD SHEAR WALL SHEATHING PER G.S.N. OVER 'VALLEY SET' FRAMING 'POPOUT PER ARCHL. 2% BLOCKING WITH 3 -16d PER BLOCK. STRUCTURE BELOW. SNPSON H3 AT EACH OUTRIGGER. PLYWOOD ROOF SHEATHING. 2x4 OUTRIGGER AT 24' O.C. WITH SIMPSON 'FM TYPE HANGER. NOTE: FOR OVERFRAMING, SEE TYPICAL DETAIL. 1. PREFAB WOOD TRUSS. 2. CONTINUMS 3X TOP PLATE WITH 3/4' DA ANCHOR BOLTS AT 48" O.C. COUNTERSUNK. 3. BOND BEAM PER G.S.N. 4. 16d AT 6' O.C. 5. 202 CONTINUOUS MTH 16d AT 12" O.C. STAGGER SPACING. 8 MASONRY WALL (4) 7. 4" TYP - INSTALL ADDITIONAL TRUSS AS REQUIRED. LQ GUESTWING NO SCALE NOTES'. PREFAB WOOD TRUSSES 3/4', PLYWOOD SHEATHING WITH 2 -10d AT EACH TRUSS AT PERPENDICULAR OR AT BLOCKING AS OCCURS. 2x4 BLOCKING AT 24' O.C..'. WITH 2 I6d EACH END WHERE CATWALK IS PARALLEL TO TRUSSES. LO GUESTWING NO SCALE NOTES • I. PREFAB WOOD TRUSS. 2. CONTINUOUS 2X TOP PLATE WITH 5/8' DIA ANCHOR BOLTS AT 48' O.C. 3. BOND BEAM PER GSM. 4. 2X4 WOOD BLOCKING AT 24 O.C. WITH 2 -16d EACH -END: 5 SIMPSON OTC ROOF TRUSS CUP AT EACH BLOCK OR TRUSS AS OCCURS. 6. MASONRY WALL. NOTE: THIS DETAIL AT EACH TRUSS. PREFABRICATED WOOD TRUSS AT NON- BEARING MASONRY WALL LQ GUESTWING NO SCALE STEEL COLUMN AT MASONRY WALL STEEL STUD WALL AT CONCRETE SLAB AS NOTED 4 , ) STEEL BEAM AT STEEL COLUMN (1)(9) I ( 2 3/16 TYP 3 (10)(12) a. NOTES I. STEEL COLUMN. 2. STEEL BASE PLATE 1/2" X 7'X7 ". 3. STEEL EMBED PLATE 1/2' X 8' X 8' MTH 2 -3/4" DIA ANCHORS. 4. CONCRETE SLAB AND MASONRY WALL PER DETAIL 413. 5 TS6x6x1 /4 BEAM. LQ GUESTWING NO SCALE NOTES 3 5/8" STEEL STUDS AT PER G.S.N. AT 16' O.C. STEEL STUD TRACK PER G.S.A. CONNECT TO CONCRETE PER DETAIL 11. BOND BEAM PER G.S.N. MASONRY WALL 8 CONCRETE SLAB WITH /4 AT 6' O.C. EACH WAY BOTTOM MTH TOOLED EDGES AND RAKED JOINTS. 8. 14 SLAB DOWELS BENT 16' X:.48' (52.0) AT 48" O.C. 9. OMIT AT DETAIL 4130. 10. CONCRETE TTCPPING 'WITH 6x6/W1.4xWT.4 W.W.F. OVER CATWALK PLYWOOD PER G.SN. OVER 4' X. 4 " X 1/4' STEEL ANGLES AT 24' O.C.: AT DETAIL 953A, USE 100-24 TEKS IN LIEU OF NAILING. CONTINUOUS STEEL ANGLE'.', 3" X 3" X 1/4'�, WITH 3/4 " i ANCHOR BOLTS AT 48" GC: AT DETAIL 41TA. 12. AT DETAIL 41iA ONI Y' NOTES NOTE: FOR ADDITIONAL INFORMATION, SEE DETAIL 411.. LQ GUESTWING NO SCALE NOTES I. T5646x1/4 STEEL BEAM. 2. TS6x6x1 /4. STEEL COLUMN. 3. BEAM TO BEAM. 4, BEAM TO COLUMN. NOTE: INSTALL I/4" CAP PLATE AT END OF BEARING BEAM. FOR 2HR RATED ASSEMBLY REQUIREMENTS, SEE SHEETS A437 - A438.3. LQ GUESTWING NO SCALE P1,000 SHEATHING 2. EDGE NAILING. 3. 2X BLOCKING. 4.. FASCIA PER AREAS DRAWINGS. 5. CONTINUOUS TRACK PLATE. 6. STEEL BEAM. 7, STEEL STUD WALL AND TRACK 8. PREFAB WOOD TRUSS 9. STEEL COLUMN. 10. WELD TRACK TO BEAM AND LINPUNCHED STUD TO COLUMN AS SHOWN. NOTE: FOR ADDITIONAL INFORMATION SEE DETAILS 402: AND 414: PREFAB STEEL TRUSS AND STEEL STUD WALL AT STEEL BEAN LQ GUESTWING NO SCALE C8 PREFAB WOOD TRUSS AT STEEL STUD WALL NOTFR 1. 2. 3. 4. 6. 8 9. 637 -3018 NO SCALE NOTE: TRUSS MFR TO DESGN FOR 4.0 KIP VERTICAL LOAD AND 10.0 KIP TOP CHORD AXIAL LOAD. 409 STEEL COLUMN AT PREFAB WOOD TRUSSES 16 STEEL COLUMN AT MASONRY WALL ,0) 1. STEEL. COLUMN - WELD INTERSECTING STEEL BEAMS WITH 1/4" ALL AROUND FILLET TYP AS OCCURS. 2. STEEL BENT PLATE 1/4' X 4' X S X O' -4" WITH 2 -1/2' DIA RIBS BOLTS - 4 PLATES TOTAL PER COLUMN. 3. PREFAB WOOD GIRDER TRUSS WITH MIN 2 -2 %6 TOP AND BOTTOM CHORDS. 4.: 3 SIDES - TYP 5. STEEL STUD INFILL WALL AND ATTACHMENT PER DETAIL 410. 6.' EDGE NAILING. 7. '3X WOOD BLOCKING EXTEND 3 BAYS MIN EACH SIDE OF COLUMN. 8. 2x4 WOOD BRACE WITH SIMPSON A35. WITH 3 -WAY BEND EACH END. LQ GUESTWING NO SCALE NOTES I. STEEL STUD WALL. 2. SIMPSON A35 WITH 3 -WAY BEND AT EACH STUD TOP' AND. BOTTOM. 3. FLOOR ASSEMBLY PER DETAIL 413A. 4 CONTINUOUS STEEL. ANGLE X 3" X 1/4'. 5. TRACK GAGE CLOSURE ANGLE. 6. EDGE NAILING. 7. PLYWOOD SHEATHING. 8. WOOD JOIST FRAMING PER PLAN, 9, PREFAB WOOD GIRDER TRUSS. 10. TIP EACH STUD. STEEL STUD WALL AT PREFAB GIRDER TRUSS LO GUESTWING NO SCALE NOTES: PLYWOOD SHEATHING. EDGE NAILING 2X WOOD BLOCKING WITH 3 -16d PER BLOCK. CONTINUOUS 3N WOOD PLATE WITH 1 /2" DIA THRU -BOLTS AT 48 O.C. COUNTERSUNK, CONTINUOUS STEEL STUD TRACK. SHEATHING MATERIAL A140 ATTACHMENT AS OCCURS, STEEL STUD WALL: PREFAB WOOD TRUSS. SIMPSON. A35 EACH TRUSS WITH 3 -WAY BEND. NOTE: SECTIONS OF TOP TRACK TO BE SPLICED MATH 10 /10 TEKS SCREWS TO PROVIDE CONTINUOUS ROOF DIAPHRAGM CHORD. FOR ADDITIONAL INFORMATION, SEE ARCH'L DRAWINGS FOR ELEVATOR OF FLOOR ASSEMBLY, SEE ARCH'L ". 1. TS BEAM PER DETAIL 411. 2. CONCRETE SLAB AND MASONRY WALL PER DETAIL 413. 3, STEEL BASE PLAT I/2• X 7 X 7" STEEL EMBED PLATE 1/2" X 8" X 8" WITH 2 -3/4' DIA ANCHORS. LQ GUESTWING NO SCALE (6) O PREFABRICATED WOOD TRUSS AT GIRDER TRUSS (3) ( (2) 4. ( 7, 1. EDGE NAILING. 2. PLYWOOD SHEATHING. 3. SIMPSON H3 AT EACH TRUSS. 4. GIRDER TRUSS. 5. JACK TRUSS. 6. SIMPSON LU26 TYPE HANGER AT EACH TRUSS. AT TYPE 'A' TRUSS USE SIMPSON 1HG4A HANGER. LQ GUESTWING NO SCALE NOWS. 1. 2. 3. 4. 5. 6. (3) (6) NOTES; O PLAN - WOOD JACK TRUSSES AT HIP JACK TRUSS NOTES WITHOUT RIDGE VENT (2) WITH RDGE VENT 407 PLYWOOD SHEATHING AT RIDGE LINE 637- 906.01M EDGE NAILING, SIMPSON H3 AT EACH TRUSS. PLYWOOD SHEATHING. PREFAB WOOD TRUSS. PREFAB WOOD MP CARRIER TRUSS SIMPSON LU26 HANGER AT SINGLE TRUSS SIMPSON THG4A Ai JACK GIRDER. /,,,'\ PREFABRICATED WOOD TRUSS TO TRUSS CONNECTION LQ GUESTWING NO SCALE 1. WOOD BLOCKING AND PLATE BELOW. 2. JACK TRUSS. INSTALL SIMPSON SUR /SUL26 HANGER AT BOTTOM CHORD WHEN "L" EXCEEDS 6'-0 NAIL TOP CHORD WITH 2 -I6d TO HIP JACK. 3. SIMPSON SUR /SUL26 AS REQUIRED. SIMPSON AS 5 EACH QOE. HIP JACK TRUSS. TYPICAL JACK TRUSS PATH 2 -I6d TO HIP'JAM AT TOP AND BOTTOM CHORD. CONTINUOUS FASCIA (DO NOT SPLICE .'WITHIN 8' -0" FROM CORNER - EACH WAY). 2 -16d - TYPICAL AT EACH TRUSS LO GUESTWING NO SCALE 1, EDGE NAIUNG. 2. PLYWOOD SHEATHING. 3. 3X BLGOONG MATH 3 -16d PER BLOCK. 4. PREFAB WOOD TRUSS. 5. CONTINUOUS SIMPSON CMST14. STRAP WITH 3-910 NAILS PER BLOCK MIN. NO SCALE O STEEL BEAM AT MASONRY WALL PREFAB WOOD TRUSS AT STEEL BEAM 403 PREFABRICATED WOOD TRUSS AT MASONRY WALL PROJEC PROJECT NUMBER I. WRAP 8" WITH MASTIC. 2. CONTINUOUS GROUTED BOND BEAM. J. 2 15 X 4' -0" LONG 4. 3/4" X 6" X 12" STEEL BEARING PLATE W1T1 2 -3/4' DIA AUTOMATIC WELDED STUDS. TIGHTEN NUTS FINGERTIGHT. 5. 11/2" LONG SLOTTED HOLES. 8. 2 -6 "IN B" DEEP X 4' -0" LONG GROUTED BOND BEAM. 7 MASONRY WALL. 8. 3X WOOD :.PLATE COUNTER SUNK HOLES AS REVD. 9 REBAR TO EACH SIDE OF WEB 10 STEEL BEAM. 11. 1 ", DRWACK. LQ GUESTWING NO SCALE KIEL 1. 2. 3. 4. 5. 6. 8. PLYWOOD SHEATHING. EDGE NAILING. 2% WOOD BLOCKING. CONTINUOUS FASCIA STEEL BEAM AND CONTINUOUS 3X WOOD PLATE WITH 1/2" DIA AUTO WELDED THREADED STUDS AT 48" O.C, CONTINUOUS. STEEL STUD TRA. STEEL S11.10 WALL. PREFAB W'000 TRUSS. NOTE: FOR ADDITIONAL INFORMATION, SEE i DETAIL 403 AND ARCHL DRAWINGS IQ GUESTWING NO SCALE NOT,. I. PLYWOOD SHEATHING. 2. EDGE NAILING 3 2X BLOCKING 'WITH 3 -I6d PER BLOCK. 4. CONTINUOUS 3X PLATE. WITH 3/4' DIA ANCHOR BOLTS. AT 48" O.C. 5. BOND BEAM PER G.S.N. 6. MASONRY WALL. 7 PREFAB WOOD TRUSS. 8. SIMPSON A35 WITH 3 -WAY BEND AT EACH TRUSS. LO GUESTWING NO SCALE fi NOTE: SEE ''ARCHITECTURAL DRAWINGS A437 TARS A438,3 FOR ,REQUIRED FIRESTOPPING INFORMATION i -' TYP LINO FOR ADDITIONAL'. INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES' AND INTERPRETATION OF DRAW9NGS ON SHEET SO01, PLANS AND TYPICAL DETAIL SHEETS 98 - 081 PROJECT MANAGER HF f ENGINEER LGL PROJECT DRAFTER WIC CARUSO•TURLEY• SCOTT •INC. consulting structural engineers 2702 NORTH 44TH STREET SUITE 200` PHOENIX, ARIZONA 135008 ''(802) 912 -9120 (912 -9390 FAX) 0 CC • Z a s Z 11 Z �-- W :i) J J CC W I Z U W 'rehitecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Jo b# 97- 3004.01 Date: 4.65/41. S DETAILS 401 - 419 Revision: Sheet ] f. A o p _ 3501 :u 1 1 998 S. (6) (7 (1) (2) (3) 0 STEEL STUD OVER FRAMING AT SIGN PEDIMENT 96 -711 NO SCALE REFABRICATED WOOD TRUSS AT MASONRY WALL O PREFABRICATED WOOD TRUSS AT MASONRY WALL NOTES NOTES: 1 3 5/e' STEEL STUD FRAMING - SEE TYPICAL DETAIL FOR ATTACHMENTS - TRACKS AS SHOWN. 2. PREFAB VALLEY SET TRUSS FRAMING PER DETAIL 416 SIM. 3. TS10x4x1 /4 STEEL LINTEL. MIN 3 STUDS UNDER LINTEL. SEE DETAIL 230 FOR ADDITIONAL INFORMATION. 4. STUD BRACE TO MATCH STUD WALL SPACING WITH SIMPSON H3 CUP AS SHOWN WITH NAILS TO WOOD AND 010 TEKS TO STEEL. STUD TRACK CONNECTION PER DETAIL 410. NOTES: 1. EDGE NAILING. (6) (1) 3. PLYWOOD SHEAR PANEL PER TYPICAL DETAIL (2) 4. PREFAB WOOD TRUSS. 5. CONTINUOUS 3% WOOD PLATE WITH 3/4' DIA ANCHOR BOLTS (7) AT 48" O.C. 6. BOND BEAM PER G.S.N. 7. MASONRY WALL 8. SAMPSON A35 WITH 3 -WAY BEND AT EACH TRUSS. .,.. 636 - 0526 NO SCALE NOTES; 1. MASONRY WALL. 2. 4" .MINIMUM GROUT ABOVE STRAP. 3 BOND BEAM PER G.S.N. 4. EDGE NAILING. 5. PLYWOOD SHEATHING 6 SIMPSON PATM25 (NAILED) AT 13' -0' O.C. 7. PREFAB WOOD TRUSS. R. SIMPSON LU TYPE HANGER. 9, WOOD LEDGER. 636 - 006.13 NO SCALE 96 - 71 1 NO SCALE NOTES: L EDGE NAILICATENG. ( 2 PREFABRID W000 TRUSS. NOTE. TRUSS MANUFACTURER SHALL PROVIDE VERTICAL WEB R., MATCH LOCATION OF SHEAR PAL J, 3 /8' PLYWOOD. SHEAR PANEL (2) WITH 8' AT 6" O.C. AT PANEL EDGES AND 8d AT 12' O.C. (3) 4. 16d AT INTEAT 6' O IATE TO TRUSS SUPPORTS. VERTCAL B. (4) 5. 16d TO MA "EDGE NAILING' SPACING. 6 PLYWOOD SHEATHING. 7. 2 %4 AT FOUR SIDES AND INTERMEDIATE 8. TOP CF WOOD PLAT[ Inc BE. AS OCCURS. (5) NOTE FOR CONSTRUCTON: BELOW PANEL- SEE PLAN. (1) (1) ( ( 428 (2) (3) (6) (7) (8) TEEL BEAMS AT MASONRY WALL (1) (2) 1. STEEL BEAM. STEEL BEARING PLATE WITH 2 -3/4 DIA ANCHOR BOLTS ON C±DRYPACK. 3/4" X 6' X 16' PLATE 3. 2 X 3' -6" IN 4' -0" LONG BOND BEAM. 4. 4 - 3/4" DIA THREADED STUDS ON BEAM GAGE. 5. 1 1/2 ". LONG SLOTTED HOLES. 6 MASONRY WALL. 7. 3/8 STEEL SHEAR PLATE MAW 2 -3/4" DIA THRU BOLTS PER BEAM. 8 EXTEND BOND BEAM REINFORCING FROM BEYOND AND 'WELD TO BEAM 2' BELOW TOP OF BEAM. 423 - 11M NO SCALE NOWFS' O PREFABRICATED WOOD TRUSS AT STEEL STUD WALL 1. PREFAB WOOD TRUSSES 2. 16d AT 16' 0.C. - STAGGER. 3. CONTINUOUS 3X PLATE WTH 3/4" DIA ANCHOR BOLTS AT 48' O.C. 4. BOND BEAM PER G.S.N. 5. MASONRY WALL 6. EDGE NAILING. 7. PLYWOOD SHEATHING. 8. SHEAR PANEL PER DETAIL 435. 9 : SIMPSCN A35 WITH 3 -WAY BEND AT EACH TRUSS NOTES. 1. PREFAB' WOOD TRUSS GIRDER. 2. EDGE NAILING 3. PREFABRICATED WOOD TRUSS. 4. PLYWOOD SHEATHING, 5.. 2% BLOCKING MATH 3 -16d PER BLOCK. 6. SIMPSON LU26 TYPE HANGER, .. ( _- (3) WOOD TRUSS AT MASONRY WALL 000 ROOF AT ELEVATOR ROOF ( (3) ( ( ( (10 FRAMING AT MECHANICAL SPACE 2 . 3 4 NOTES 80155. 1. PLYWOOD SHEATHING. 2, 3 -16d PER OUTLOOKER. 3.. EDGE NAILING 4. 2 -I6d PER 011010 KER. 5. 2X CONTINUOUS FASCIA. 6. 2x4 OUTLOOKER LAMED FLAT. 7. 3/8' PLYWOOD SHEATHING WITH 8d AT 6' 0.C. 8. 16d TOENAILS AT 12 O.C. 9. 3% CON1IN00 0 WOOD PLATE KM 3/4' DIA ANCHOR BOLTS AT 48" O.C. 10. 2' 05 CONTINUOUS IN 8" DEEP GROUTED BOND BEAM. 11. MASONRY WALL. 12. PREFAB WOOD. TRUSSES. 13, 2x4 WOOD BRACE AT 48' 'O.C. WITH SOAPSON 435 EACH END. 636 -051 NO SCALE (8) PREFABRICATED WOOD TRUSSES AT MASONRY WALL 636 -019M NO SCALE (2) (3) (s) IN (1) 1. STEEL STUD WALL. 2. EDGE NAILING. 3. PLYWOOD SHEATTING. 4. SIMPSON H7 AT EACH TRUSS. INSTALL WITH 010 TEKS AT STEEL STUD: 5:4x6 CONTINUOUS WOOD LEDGER.' 6. PREFAB WOOD TRUSS. 7. SIMPSON LUS26 HANGER. 8. 4x8 CONTINUOUS WOOD LEDGER. NOTE: CONNECTION OF LEDGERS TO STEEL STUDS PER DETAIL 221 - TYP STEEL LINTEL BELOW AS OCCURS. WHERE ROOF EXTENDS TO MASONRY WALL, INSTALL PER DETAIL 429. O TYPICAL PLYWOOD SHEAR PANEL PREFABRICATED WOOD TRUSS TO TRUSS GIRDER CONNECTION 635 -41 53 NO SCALE 637 -9(1M : NO SCALE ( kw ; 426 (9) m (4) (5) m NOTES: MOTF4 1. PLYWOOD SHEATHING. 2, 1Bd EDGE NAILING. 3. FASCIA AND DUTLOOKEP. 4, 16d TOE NAILS AT 12" O.C. 5. 3X WOOD. PLATE WITH 3/4" DIA ANCHOR BOLTS AT 48 "O.C. 6. CONCRETE SLAB AND MASONRY WALL PER DETAIL 411. 7. PREFAB WOOD TRUSS. 96 - 711 NO SCALE NOTES' 5. 6. 7. 8. 10. 96 - 711 NO SCALE NOTF4; EDGE NAILING PLYWOOD ROOF SHEATHING. PREFAB WOOD TRUSS PREFAB WOOD. GIRDER TRUSS. MIN 210 BOTTOM CHORD. 2X FRAMING PER PLAN. 1 1/2" CONCRETE TOPPING W1TH 6x6 /W1.400.4 WWf PLYWOOD CATWALK SHEATHING PER G.S.N. 2% BLOCKING ALL AROUND TO RECEIVE PLYWOOD WITH 16d AT 12" 0.6. STAGGERED 006 AND BOTTOM 2x10 WOOD JOISTS AT 16" 0.C, '60TH SIMPSON 10210 HANGER. 2x4 DIAGONAL BRACE AT 48 O,C. WITH SIMPSON A35' WITH 13 -WAY BEND TO TRUSS, NAIL TO BLOCKING. AT TOP. NOTE TRUSS MFR TO DESIGN FOR P05 DEAD LOAD AND 25 PSF 0VE LOAD SEE PLAN FOR MEOW], LOAD.: 1. 24 OR VALLEY SET OVER FRAMING AT 24" 0.C. 2. PREFAB WOOD .TRUSS BELOW. 3. UNE OF PLYWOOD SHEATHING JOINTS. 4, 2X8 LAMED FLAT OVER PLYWOOD SHEATHING WITH 3-16d TWICAL AT EACH TRUSS, 5. SIMPSON A34 EACH SIDE - TYPICAL. NOTE, 1. PLYWOOD SHEATHING OVER PRIMARY. ROOF 0RUSSES, SHALL 8E CONTIN000S 2. FOR CLARITY; 5HEATHINHG OVER VALLEY FRAMING NOT SHOWN, ' 3, AT 2% OVER FRAMING USE THE 50LL068405 p' 4 2 %4 MIN - 8' - -_ 2x6 MIN 10' - 12' -- 2X10 MIN PLAN - TYPICAL VALLEY FRAMING AT PREFAB WOOD TRUSSES 637 -951 NO SCALE Architectures Planning / Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (80 840 -2795 FAX (802) 840 -9469 i.' Job# 97-300 Date:';, 4gt646 Sheet Description: QUEETWNQ FRAMING DETAI 421- 430 ' ' , (6) (7) PREFABRICATED 60001) TRUSS AT MASONRY WALL PREFABRICATED WOOD TRUSS AT MASONRY WALL 96 -711 NO SCALE (2) (3) N0165' PREFABRICATED WOOD TRUSS AT MASONRY WALL 1. BOND BE. PER G.S.N. 2. MASONRY WALL. 3. 205 CONTINUOUS IN 8' DEEP GROUTED BOND BEAM. 4. EDGE NAILING. - (1) 5. PLYWOOD SHEATHING 6. BLOCKNG AND STRAP PER DETAIL 234. 7. PREFAB WOOD TRUSS TWIN 314' DIA ANCHOR BOLTS 4 FROM WALL ENDS AND AT 48" 0.C. AT TOP AND BOTTOM CHORDS 96 - 711 NO SCALE 1. MASONRY WALL 2. 2 65 CONT IN 8" DEEP GROUTED BOND BEAM, 1 2% BLOCKING WITH 3 -16d PER BLOCK FULL LENGTH OF WALL 4. PLIWOCO SHEATHING 5. PREFAB WOOD TRUSS - NOTCH OVER ELEVATOR. 6. 98P50N LU26 HANGER. 7. 4142 WOOD LEDGER 'MTH 3/4" DIA ANCHOR BOLTS NOTE: FORIELEVATOR ROOF SEE DETAIL 425. I. PREFAB 6000 TRUSS AND CONTINUOUS WOOD PLATE PER DETAIL 403 SIM. 2 ELEVATOR ROOF PER DETAIL 411. 6. PLYWOOD ROOF SHEATHING - AND EDGE NAILING AS SHOWN. 7. FASCIA PER DETAIL 402. 8. PLYWOOD SHEAR PANEL PER DETAIL 211. 96 -711 NO SCALE cii691 NOTE; SEE 'ARCHITECTURAL, � DRAWINGS A437 ',THRU "A438.3 FOR REQUIRED FIRESTOPPING INFORMATION - ''.TYP LINO. FOR ADDITIONAL INFORMATION 41064 8UT NOT NOTED, SEE' GENERA. STRUCTURAL NOTES AND INTERPRETATION OF ORAWN4GS CM SHEET 5001, PLANS AND TYP1081. DETNL SHEETS PROJECT NUMBER 98 -081 PROJECT ENGINEER : LGL PROJECT. MANAGER ,HF PROJECT DRAFTER, VoL.C CARUSO•TURLEY'• SCOTT • INC. ' consulting' structural engineers 2702 NORTH 44TH STREET :SUITE 200 PHOENIX, ARIZONA 85008 (602) 912 -9120 (912 -9390 FAX) Cc Z Z W a : D 4 0 60 n se 1 z W