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<br /> -- -._ , I Plan Check No-: 80809-034
<br /> ABBREVIATIONS 1 SYMBOLS LEGEND
<br /> Job Address: 7�i CEDAR 5T
<br /> Owner: OUR LADY PERPERIAL CHURCH
<br /> _____ ---- ---- - Tenant:
<br /> AB Anchor Boit HS Hardener/Sealer
<br /> DOOR NUMBER GRID LINES Application Date:09/12/2008
<br /> ACB Acoustical Ceiling Board HT Height �W
<br /> Proposed Use: URCH
<br /> Type of work: SEISMIC UPGRADE,LOBBY ALTERA,ON
<br /> ACC Accessible HDWR Hardware Office Se� - Job Ser Fire/Planning
<br /> ACT Acoustical Ceiling Tile HVAC Heating/Ventilation/ ELEVATION POINT FLOOR LEVEL Reviewed For Permit: Date:-�`�-1 By: 4
<br /> AD Area Orcin Air Conditioning �- or CONTROL POINT�-
<br /> ADD Addendum D nside Diameter
<br /> ADDIT Additional G nsulated Glass O ROOM NUMBER , PINE.STADJ Adjustable N nches _--- MATCHLINE
<br /> AFF Above Finished Floor NFO nformation AREVISION mAFP Acoustical Fabric Panel NSUL nsulation 14.52 FINISIDEWALKAGG Aggregate NT nterior j t2.52 EXIST __ \ 1ALT Alternate JAN Janitor �'--.- I �' �t2'-Q- --7.. --�-- N ALUM Aluminum JT Joint NEW SPOT ELEVATION I 1 r WALL TYPE 11111
<br /> 1APPROX Approximately KD Kiln Dried DETAIL SECTION KEY I CARCH Architectural LAM Laminate s ction/elevation numberCD WINDOW OR RELITE! O 7BD Board LAV Lavatory / -- .s�ieet number Ori N m .BIT Bitumen LT Llght 21A3.5 rn ad •BLDa Building LTG Lighting 0 LOUVER 0 aBLKG Blocking MACH Machine indicates detail M oBM Beam MAT Material ��and plan r�ferance ( ) EQUIPMENT 3 ry T
<br /> BO Bottom Of MAX Maximum ti' onsames eel PARKING ■� vn o0 gBOT Bottom MDF Medium Density Fiberboard -� . w
<br /> MOO Medium Density OverlaySIGN TYPE _ s
<br /> BPT Brick Paving Tile y 5 EXIST o o p
<br /> HALL w "'or o
<br /> MECH Mechanical
<br /> BR Brick 0 KEYNOTE
<br /> BSMT Basement MET/MTL Metal ^ ELEVATION KEY - ' I. ni c
<br /> BUR Built-Up Roof i
<br /> 8< ® ILLUMINATED EXIT SIGN 4� berPLAY FIELD CBU Cementtious Backer Unit MMiscellaneous um rarer ! ,''„?�oo �
<br /> Cl Cast Iron MO Masonry Opening 7 i I 1 -2 g
<br /> I . 0 it a p E
<br /> ' CIP Cast In Place MOD Modified A NORTH ARROW EXIST � � ��N
<br /> CJ Control Joint MICRO Microwave
<br /> CL Centerline NFVA Net free vent area 1 NORTH ® SCHOOL ® 1 1 1 2 _v, ci•
<br /> nom+ E g
<br /> CLR Clear NIC Not in Contract A5. elevation nd - 4.
<br /> 1.1.1
<br /> CLG Ceiling NO Number sheet number u? OTO
<br /> CC i
<br /> CMU Concrete MasonryUnits NOM Nominal arrows'ndicate Sl= T!ON
<br /> COL I NTS Not to Scale views s�owm g or f1LEVATION 0 0
<br /> 0 Column
<br /> CONC Concrete OA Overall W
<br /> CONSTR Construction OC On Center
<br /> S
<br /> CONT Continuous OD Outside Diameter �_-�__-._____
<br /> COORD Coordinate OH Overhead MATERIALS LEGEND L PLANTING W
<br /> CPT Carpet ORD Overflow Roof Drain I I
<br /> CT Ceramic Tile OPNG Opening _..__-..----------------__ ___.- -_�_
<br /> DEMO Demolition OPP Opposite NEW STUD WALL +-----.----- i
<br /> -
<br /> DET Detail OSB Oriented Strand Board •SEE WALL TYPE SCHEDULE I I
<br /> DF Drinking Fountain OTS Open To Structure FOR NEW CONSTRUCTION , EXIST
<br /> DIAL Diagonal P Paint CONCRETE WALL
<br /> DIM Dimension PD Planter Drain CHVRCki .
<br /> DIA Diameter PERF Perforated I EXIST THESE D UMENtS HAVE NOTl3!!N
<br /> D1SP Disposal PF Prefabricated •--- ------_____._- __.__ - �_�
<br /> p RECTORY Auet.lc w FOR THE
<br /> THE ISSUANCE OF
<br /> DN Down PJ Panel Joint CMU / PRE ION,ELECTRN �
<br /> I PLANTING P
<br /> DR Door PL Plate PLUMBI a pERMIT3.
<br /> DRWG Drawing PLAM Plastic Laminate �.-.___.._.---- �__I / -7_1- .• '
<br /> DS Downspout PLAS Plaster ����� T • r - 3
<br /> DSP Dry Standpipe PLYWD Plywood EXISTING CONSTRUCTION Q
<br /> DW Dishwasher PR Pair -----------___... ._.-____.----_-_--_ ,_W-�---..._.__..__ >-
<br /> IV `+ �s2 0rii
<br /> EA Each PT Pressure Treated _ CU *�
<br /> EIFS Exterior Insulation PWT Prefabricated Wood Truss EXISTING WALLS
<br /> -
<br /> TO BE DEMOLISHEDLu 0
<br /> &Finish System QT Quarry Tile ------__T___-�.____^______ > SIDEWALK
<br /> EJ Expansion Joint R Riser - o /J
<br /> EL Elevation RAD Radius METAL STUDS 1/\/\I
<br /> ELEC Electrical RB Rubber Base - _1
<br /> ELEV Elevator RD Roof Drain - - CEDAR ST
<br /> ENCL Enclose(ure) RECP Receptacle CONTINUOUS
<br /> EP Electrical Panel REF Refrigerator WOOD FRAMING
<br /> EQ Equal REINF Reinforce(Ing) (ROUGH LUMBER)
<br /> EQUIP Equipment REQ Required BLOCKING
<br /> EXH Exhaust RES Resilient (ROUGH LUMBER)
<br /> EXIST/EX Existing RO Rough Opening Aaki SITE PLAN
<br /> EXP Exposed or Expansion RWL Rain Water Leader - - - _._-__-_.._ _
<br /> SAFF Self Adhering Flexible Flashing PLYWOOD
<br /> a_ cn
<br /> EXT Exterior �;��
<br /> .(D
<br /> SC Solid Core 44 I 1'=40' j-
<br /> EWC Electric Water Cooler SCHED Schedule -- - f - --!
<br /> FB f=lat Bar
<br /> FD Floor Drain SD Storm Drain FINISHED WOOD 0 20 40 80 FT W Z
<br /> I
<br /> SF Square Foot ./ O
<br /> FDN Foundation SG Safety Glazing L11
<br /> FE Fire Extinguisher ___ --.�__._-- _ M N
<br /> SHT Sheet
<br /> f--_-- - ` W 00
<br /> FEC Fire Extinguisher Cabinet SIM Similar RIGID INSULATION Protect Directory . SHEET INDEX
<br /> FMC Fire Hose Cabinet _ GENERAL NOTES Q Q
<br /> FIN Finish led) SIL Stain and Laquer • __----__ _--------- - _ -_- D O
<br /> FL Floor SM Sheet metal BATT INSULATION _ ��������t Owner: Ed Foster,Corp.of Catholic Archdiocese of Seattle A .0 COVER SHEET Lr -
<br /> FLUOR Fluorescent SOG Slab on Grade �.�.�.�.e*** 0a.
<br /> FO Face Of SP Standpipe _._ __-�_ 710 Ninth Ave. A1.0 SITE PLAN&COVER NOTES LU w
<br /> .�--___-._.- 1.ALL WORK INCLUDING MECHANICAL AND ELECTRICAL WORK SHALL COMPLY WITH THE
<br /> FOC Face of Concrete SPEC Specifications Seattle,WA 98104 (206)382-2064 2006 INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF WASHINGTON,AND A2.1 BASEMENT PLAN a. - 1Y
<br /> FOF Face of Finish SO Square GLASS E RESPECTIVE TRADES CODES,LATEST EDITION IN EFFECT.ALL WORK SHALL BE J w
<br /> FOIC Furnished by Owner, SS Stainless Steel _�_�_- ��_ __ Parish Rep: Kathy Fry,Our Lady of Perpetual Help A2.2 FIRST FLOOR PLAN ..
<br /> P COMMENSURATE WITH A STANDARD OF CRAFTSMANSHIP EXPECTED OF JOURNEYMEN Q W
<br /> Installed by Contractor ST Stain 2619 Cedar St. CONSTRUCTION PERSONNEL. A2.3 SECOND FLOOR PLAN W 1
<br /> FOTO Furnished by Owner, STD Standard ` GWB Everett,WA (425)349-7014 W
<br /> Installed by Owner STL Steel A2.4 ATTIC PLAN a.
<br /> FOM Face of Masonry STRUCT Structural 2.SUMMARY OF WORK: PROJECT IS VOLUNTARY SEISMIC IMPROVEMENTS TO AN EXISTING F-
<br /> Architect/Contact: MIG Architecture-Dan Miles A2.5 ROOF PLAN w
<br /> FOS Face of Stud SUSP Suspended PLASTER(STUCCO) 3-STORY UNREINFORCED MASONRY BUILDING WITH STEEL FRAMED AND WOOD FRAMED LL t-
<br /> FRT Fire Retardant Treated SN Stain and Varnish 1201 First Ave South,Suite 328 ROOF STRUCTURE.NEW STEEL WALL SUPPORT WILL BE INSTALLED FROM THE GROUND A2.6 SCHEDULES -
<br /> FS Full Scale SYM Symmetrical - + --- ---; Seattle,WA 98134 (206)838-5101
<br /> -- -- ---�---- - LEVEL UP TO THE ROOF AT THE WEST WALL.THE EXISTING SCHOOL ROOF STRUCTURE AND A3.1 ELEVATIONS 0 cr ix
<br /> FT Foot,Feet T Tread(s) ACOUSTICAL TILE ATTIC FLOOR WILL BE TIED TO THE EXTERIOR WALLS WITH NEW ANCHORS.NEW SHEER �" Q
<br /> FTG Footing TC Top Coat Sructural Engineer: Swenson Say Faget-Greg Coons A3.2 ELEVATIONS �'
<br /> WALLS WILL BE INSTALLED IN THE SCHOOL
<br /> GA Gauge TEL Telephone ATTIC.
<br /> GAL Gallon TG Tempered Glass 2124 Third Ave,Suite 100A3.3 SECTION , w ,
<br /> CERAMIC TILE ? Seattle,WA 98121 (206)443-6212 A3.4 SECTION Q r U
<br /> GALV Galvanized THK Thick i 3.WORK INCLUDES SELECTIVE DEMOLITION OF PORTIONS OF THE EXISTING BUILDING, L1.1
<br /> GC General Contractor TO Top Of QUARRY TILE
<br /> �. -- INCLUDING WALLS AND CEILINGS,CONCRETE AND MASONRY AS INDICATED AND REQUIRED A5.1 ENLARGED PLANS J
<br /> GD Garbage Disposal TS Tube Steel - I Contractor: Gaffney Construction-Jim Gaffney
<br /> FOR STRUCTURAL WORK,AND REINSTALLATION/REPAIR OF INTERIOR FINISHES AT AREAS OF A5.2 REFLECTED CEILING PLANS (I) N
<br /> GFRC Glass Fiber TYP Typical METAL I ����� 8105 Broadway WORK. Q
<br /> Reinforced Concrete TZ Terrazzo Everett,WA 98203 (425)355-5500 A5.3 INTERIOR ELEVATIONS
<br /> GL Glass T&G Tongue and Groove - __._:_ -
<br /> GWB Gypsum Wallboard UNO Unless Noted Otherwise 4.ELECTRICAL WORK INCLUDES REMOVAL AND RE-INSTALLATION GF EXISTING CIRCUITS AND A6.1 DETAILS a ‘, '
<br /> GYP Gypsum UR Urinal DEVICES AS REQUIRED TO COMPLETE STRUCTURAL WORK,AND NEW LIGHTING FIXTURES A6.2 PLASTER DETAILS
<br /> GVP Gypsum Veneer Plaster VCT Vinyl Composition Tile
<br /> HB Hose Bib VERT Vertical BUILDING CODE NOTES Proieet Info AND DEVICES AS INDICATED OR REQUIRED TO COMPLETE THE WORK.SEE GENERAL
<br /> H/C Handicap VG Vertical Grain ELECTRICAL NOTES PROJECT NO.
<br /> HC Hollow Core VWC Vinyl Wall Covering Project Description:Partial Voluntary Seismic upgrade to existing un-reinforced masonry S1.1 GENERAL STRUCTURAL NOTES 0706.00
<br /> HCT Hollow Clay Tile W/ With REGULATING CODE 2006 IBC&WAC 51-50 Church and School building including out of plane west wall and parapet anchorage,attic 5.MECHANICAL WORK INCLUDES REMOVAL AND RE-INSTALLATION OR RE-ROUTING OF DATE ISSUE a
<br /> HCT High Impact Wall Covering WA Withinshear walls,attic floor sheathing and exterior wall/attic floor connections,Church roof EXISTING PIPING AND DEVICES AS REQUIRED TO COMPLETE STRUCTURAL WORK, 32.1 FOUNDATION PLAN
<br /> HM Hollow Metal WC Without OCCUPANCY framing ties,foundation for new vertical steel columns, enlargement of existing Church REPLACEMENT OF TOILET FIXTURES,AND NEW EXHAUST VENTILATION AT THE NARTHEX S2.2 1ST FLOOR FRAMING PLAN 10.1947 SCHEMATIC
<br /> HORIZ Horizontal WC Water Closet -CHURCH GROUP A-3 ASSEMBLY
<br /> HR Hour WD Wood -SCHOOL GROUP E EDUCATIONAL Narthex,new Narthex finishes and reconfiguration of ancillary spaces adjacent to the RESTROOM AND SOUTH CHOIR LOFT OF THE CHURCH.SEE GENERAL MECHANICAL NOTES. S2.3 2ND FLOOR FRAMING PLAN 9-10.08 PERMIT SET
<br /> WG Wire Glass Narthex.Replacement of existing 2>'domestic water supply line from the meter to existing S2.4 ATTIC FRAMING PLAN
<br /> WH Water Heater SCHOOL AREA(SF) 24,836 SF Church crawl space. 6.LIMITATIONS ON SITE USE:THE SCHOOL PORTION OF THE BUILDING WILL BE IN SESSION - - g
<br /> WOM Walk Off Mat THROUGH JUNE 2009.THE SCHOOL WILL RECONVENE FOR FALL SEMESTER ON SEPTEMBER 8, S2.5 ROOF FRAMING PLAN _
<br /> WP Waterproof CHURCH AREA(SF) 7,946 SF
<br /> WR Water Resistant TOTAL AREA: 32,782 SF Owner: Corp.of Catholic Archdiocese of Seattle 2009.THE CHURCH PORTION OF THE BUILDING WILL BE IN USE FOR WEEKEND MASS S2.6 WEST GABLE STRONGBACK ELEVATION
<br /> THROUGHOUT PROJECT.
<br /> WSP Wet Standpipe S3.1 CONCRETE FRAMING DETAILS t
<br /> WWF Welded Wire Fabric OCCUPANT LOADS: Site Address: 2615 Cedar st,Everett,WA 98201 S4.1 WOOD FRAMING DETAILS - F
<br /> LOWER LEVEL: 173 OCCUPANTS 7.FIRE DETECTION/ALARM SYSTEM:MODIFY EXISTING SMOKE DETECTION AND FIRE ALARM S5.1 STEEL FRAMING DETAILS
<br /> MAIN LEVEL CHURCH: 430 OCCUPANTS Legal Description: SYSTEM ONLY AS REQUIRED BY NEW STRUCTURAL WORK. .-
<br /> MAIN LEVEL SCHOOL: 211 OCCUPANTS SEC 20 TWA 29 RGE 05 BEG AT SW CUR PINE ST&25Th ST TH S t45.40FT TO TPB THS S6.1 ATTIC FLOOR FRAMING DETAILS -
<br /> UPPER LEVEL CHURCH: 49 OCCUPANTS ALG W LN OF PINE ST TO N I.N EVI:RETTAVE TH W TO NE COR CEDAR ST&EVERETT 8.TEMPORARY FACILITIES:CONTRACTOR MAY USE WATER,SEWER,AND ELECTRICAL IN THE _ _ i
<br /> UPPER LEVEL SCHOOL: 214 OCCUPANTS AVE TH N ALG E I-N CEDAR ST TAP 135.4FT S OF SE COR CEDAR ST&25TH ST THE EXISTING BUILDING FOR CONSTRUCTION PURPOSES. _
<br /> TOTAL OCCUPANT LOAD: 1077 I33.25Fr TH S 50FT TH E TAP 120FT W OF W LN SD PINE ST ON E LN OF ALLEY TH N
<br /> 40FT TH E 120FT M/t.TO TPB(EXEMPT PER ST OF WA REG#(10377-191) 9.CONTRACTOR SHALL PROVIDE TEMPORARY JOB OFFICE WITH A COMPUTER/INTERNET
<br /> CONSTRUCTION TYPE: EXISTING TYPE III A CONNECTIVITY,A TELEPHONE,ANSWERING MACHINE,AND FAX ON SITE. 2601 cedar S4-
<br /> FIRE SUPRESSION NO SPRINKLERS Assessor's Parcel Number: 29052000404300 SITE PLAN
<br /> FIRE ALARM: EXISTING TO REMAIN 10.CONTRACTOR SHALL PROVIDE A SECURITY FENCE SEPARATING THE PORTION OF THE SITE
<br /> USED FOR STORAGE OF MATERIALS AND STAGING OF WORK FROM THE BALANCE OF THE &
<br /> SITE. CODE NOTES
<br /> 11.DO NOT SCALE DRAWINGS.DIMENSIONS AT NEW CONSTRUCTION ARE TO FACE OF STEEL
<br /> OR WOOD OR FACE OF CONCRETE UNLESS NOTED OTHERWISE.DIMENSIONS AT EXISTING
<br /> CONSTRUCTION ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE. Per M`f' BO so 9-O3Y
<br /> 12.GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO �/
<br /> COMMENCING WORK.PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENTAl
<br /> CONNECTIONS HAVE BEEN MADE. ■
<br /> 2601 Cedar S0t
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