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<br /> - CONTENT OF WORKIM DRAWINGS ARE TO BE VENTED PRIOR
<br /> - . t� 3 TDCONSINUOVEPRE CONTRACTOR.ONSR C LEIpMEN90N5
<br /> \ v1 �^ HAVE PRECEDENCE OVER SCALED.
<br /> • GA FILE NO.WP3370 �� SHEATHING PER
<br /> �T�1 BASE LAYER:SIT'TYPE X GYPSUM i. STRUCTURAL ISSUANCE
<br /> _ l'RL3°ER7Y LINE OF TRACT .' ` Q WALLBOARD OR GYPSUM VENEER BASE V
<br /> vv APPLIED AT RIGHT TINGLES NEERBSIDE 9 -�4 2145ND5�18'O.C.ON j
<br /> .^ DESCRIBED/N SECT 2.L� 2 oc DOUBLE
<br /> SEPRARRAATEE PLATES?OAOPAARTDW 5 .� `- SEPARATE STUDS
<br /> M 6D COATED NAILS. SHANK, GYPSUM WALL BOARD PER '
<br /> OF THE DECLARATION t d li ,
<br /> VP HEADS,24'O.C. �� FIRE RAIING.
<br /> O • . , SOUND 1eSTED:WITH 3-1/2*GLASS FIBER
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<br /> INSULATION STAPLED TO STUDS IN STUD • �. 1'AIR SPACE PER FIRE
<br /> N 91 SPACES ON ONE SIDE AND WITH NAILS FOR RATING GAFILEN0.FC5406
<br /> O 845E LAYER SPACED B'O.C.HORIZONTAL i• 377 GLASS FIBER WOOOIJOISTS,GYPSUM WALLBOARD
<br /> Z b O GRACING REQUIRED AT MID-HEIGHT.(LOAD INSULATION
<br /> 402/O $ &� BEARING) NOTE:FlREBLOCKING� BASE:LAYER SS•TYPE X GYPSUM WAW3OARDAPPLIEDAT RIGHT ANGLES TO2X10WOOD
<br /> IN b 0'-0'O.C.VERTICALLY TO 7iART524'0.C.WITHTIN'TYPE W ORS DRYWALL SCREWS 24'O.C.
<br /> N 87.3B'O/•E :J .�� FACE:LAYERSB•TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT
<br /> ' STOP TIE SPREAD OF FIRE RIUWT ANGLES TO JOISTS WITH ITIP TYPE IN ORS DRYWALL SCREWS I2'O.C.AT JOINTS
<br /> 0 •INCH(ES) _ �TH THROUGH PM SPACE IN DBL AND INTERMEDIATE JOISTS AND I/O'1 TYPE DRYWALL SCREWS 12'O.C.PLACED 7 BACK
<br /> n ANGLE -- AND STAGGERED
<br /> MBING OR
<br /> ON EITHER SIDE OF END JOINTS.JOINTS OFFSET 24 FROM BASE LAYER JOINTS.WOOD
<br /> JOISTS SUPPORTING I/O'PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO
<br /> �U NOTE N70 PLUMBING OR JOISTS WITH BD NAILS.CEWNG PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
<br /> „ - 'FEET OR FOOT APPROX.WBGHT:I3 PSF `�.. DUCTS TO PENETRATE OR BE FRAMING,INCLUDING TRUSSES.
<br /> 9807'.TA MO Q I.PERPENDICULAR FOIE TEST: �� LOCATEDINCOMMONWALL
<br /> N B7.3B 01£ `QG 1-HR UL U341 APPROX.CBUNG WEIGHT:5 PSF --
<br /> TT��..�����ENevrozir F CHANNEL ROD TEST; Owens Corning FIRE TEST.FM FC 172,425-T6 ITS,81-98
<br /> SITE PLAN NORTH ` +✓ N E GEN ERLINE iB SIC Fiberglass OCF 448 ; 0114 F SOUND TEST ESTIWITED 75395TC
<br /> PROJECT INFORMATION
<br /> ___._ -_- �_ ','0, A1�NMrr aq a.PEN Y GYPSUM ASSOC.WP3370 GYPSUM ASSOC.FC5407
<br /> 1•=55' O ® • H V 0 ROUND OR DIAMETER - _ PROJECT NO: POV2105
<br /> 2 r ,7 0 - 1 HOUR DEMISING WALL 1 HOUR FLOOR-CEILING SYSTEM PROJECT MANAGER; BB
<br /> • Xar•,an, 3 ' 5 DRAWN BY: B13-
<br /> _ ,� HMN7•Q 2 ABBREVIATIONS • SfAIF 14•_1 scALE.1,._1.
<br /> GENERAL NOTES 2 SMOKE DETECTORS SHALL IN ALL SLEEPING A.B. ANCHOR BOLT CMU CONCRETE ELEC. ELECTRIC GF.I. GROUND FAULT 0.D. OUTSIDE REV, REVISED TILT. TOILET
<br /> •
<br /> _•-"^ ABV. ABOVE MASONRY UNIT B . ELEVATION INTERRUPTER LAM. LAMINATED DIAMETER RAI RIGHT NAND T.O. TOP OF
<br /> 1 JURISDICTION TI TO ONAMMPLMFNT 2015 I
<br /> TERNATIONA RESIDENTIAL CODE WITH OUTSIDE EACH AREA,IN THE IMMEDIATE VICINITY OF THE AC AIR CONOITIONNG CO. CENTER EP. ELECTRICAL GL GLASS LAY. LAVATORY OR/ R.I.B.G RESIDENTIAL T.O.C. TOP OF
<br /> ''- ACT ACOUSTICAL TILE C.O. CLEAN OUT PANEL BEAM GLUAM9NATED L& POUNDS DRAIN INTERNATIONAL CONCRETE
<br /> 4 2 ALL AFPLICABIECODES.ORDINANCES AND MINIMUM STRUCTURAL 3.AMINIMUM OFi)SMDKE DETECTORSMAI I BE INSTALLED ON EACH FLOOR ADDT. ADJUSTBL COL COLUMN ENS. ENCLOSUREENGINEER SE LF.. ENROLABEL art OVERHEADNINGBUILDING T.O.P. TOP OF SLABS
<br /> ""' - REQUIREMENTS TALE PRECEDENCE OVERALL DRAWINGS.NOTES AND INCLUDING THE(14RA0E. AABOVE
<br /> FINISHNIS COMP. CONCRETE Ea ALUND. GROUNDED LF. LINEAL FOOTOPNG OPENING CODE T.O.S. TOP OF SLAB
<br /> A.F.F.O ABOVE COND. CONCRETE EO EQUAL GP. GROUP LL LEFT HAND OP. OPERABLEIT R.I.O. ROUGH IN SL. TOP OF
<br /> SPECIFICATIONS FLOOR COND. CONDITION EQUIP. EQUIPMENT GR. GRADE LL ONE LOAD DPP. OPPOSITE RJ. ROOF JACKNEM SUB-FLOOR.S,W. T
<br /> 4.FIRESTOPPING AND DRAFTSTOPPING IS REQUIRED IN THE FOLLOWING AGG. AGGREGATE CONN. CONNECTION E.W. EACH WAY G.S.F. GROSS SQUARE LOC. LOCATION O.S.B. ORIENTATED RM. ROOM T.O.&W. TOP OF STEM
<br /> •
<br /> 3.DIMENSIONS ARE TO FADE OF STUD OR FADE OF CONCRETE OR PLACES ALT. ALTERNATE COAST. CONSTRUCTION EXH EXHAUST FOOTAGE LPT. LOW POINT STRAND R0. ROUGH OPENING WALL
<br /> CENTERLINE OF NTEJRPR COLUMNS UNLESS NOTED OTHERWISE. - CONCEALED SPACES AT ALL FLOOR AND CB LNG LEVELS AND AT 10 ALUM ALUMINUM CONT. CONTINUOUS EXIST. EXISTING GWB GYPSUM WALL LT. LIGHT BOARD R.V. RIDGE VENT T.O.W. TOP OF WALL
<br /> ' FOOT INTERVALS ALONG THE LENGTH OF THE WALL AN. ANNODOZED CONTR. CONTRACTOR EXP. EXPANSION BOARD LTG LIGHTING TV TELEVISION
<br /> PROJECT SITE --I'_I ,- 4.THESE DRAWINGS ARE DESIGN-BUILD IN THE AREAS OFMECRANICAL, - INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL AMR. APPROXIMATE CORR. CORRUGATED EXT. EXTERIOR GYP. GYPSUM LVR LOWER PBS. PARTICLEBOARD 5 SOUTH TYP. TYPICAL
<br /> • �r//�/// ELECTRICAL AND PLUMBING. SPACES(IESofils) ARCH ARCIBTECT/ CPT. CARPET PC. PIECE S.B. SETBACK ORI
<br /> � ARCHITECTURAL C.R.V. CONTINUOUS FA FIRE ALARM H. HEIGHT/HIGH MNTL MATERIAL PERE. PERFORATED SANDBLAST LW UNDERWRITERS
<br /> 3 i •
<br /> 5.ALL DEMOLITION MATERIAL TO BE HANDLED AND DISPOSED OF IN A MANNER 5.ROCK WOOL AROUND ALL OPENINGS FOR VENTS,PIPES,DUCTS,ETC. ASPH ASPHALT RIDGE VENT F.& FLAT BAR H.B. HOSE BIBB MACH MACHINE PERP, PERPENDICULAR S.C. SOLID CORE LABORATORIES
<br /> Fu COMPLIANT WITH THE CITY OF EVERETT CODES AND REGULATION. CSMT. CASEMENT F.D. FLOOR DOWN HBO. HARDBOARD MAX. MAXIMUM P.H. PAPER HOLDER SCR SCREEN UHF. UNFINISHED
<br /> -- '""'-` - 6.NO RUMNNGOROUCTS ALLOWED IN PARTY WALLS. BD. BOARD CTSK. COUNTERSUNK FA FOUNDATION HA HOLLOW CORE MB, MACHINE BOLT P.L PROPERTY UNE SCHED. SCHEDULE U.N.O. UNLESS NOTED
<br /> BEL BELOW C.T. CERAMIC TILE FA FIRE OR/ MC, MEDICINE PL PLATE SA SMOKE DETECTOR OTHERWISE
<br /> ENERGY NOTES BLDG. BUILDING C.Y. CUBIC YARD EXTINGUISHER HANDICAPPED CABINET P.L PROPERTY UNE SECT. SECTION
<br /> t " 1.ALL WORK TO COMPLY WITH 2O15 WASHINGTON STATE ENERGY CODE WITH 7.EXHAUST FANS TO INCLUDE RADIATION DAMPERS PER IBC SECTKXN BLOCKING F.& FACTORY FINISH H.B. HEAVY DUTY MD.F. MEDIUM DENSITY PLOD PLASTIC LAMINATE S.F. SQUIRE FOOT VB. VAPOR BARRIER
<br /> Bnv._e E kg,, $ JURISDICTION AMENDMENTS WHERE APPLICABLE. 717.62(4 RI BM. BEAM 4 PENNY FEE FINISH FLOOR HDR HEADER FIBERBOARD PLAS. PLASTER SHAH. SHEET METAL V,C.T. VIML
<br /> e - BA BY OTHERS D. DEEP FIN FIMSH HDWD. HARDWOOD MECH. MECHANICAL PLYWD. PLYWOOD SW. SHEET COMPOSITION TILE
<br /> a 2 HEATING UNIT(S)�TO MAINTAIN 70 DEGREES FAHRENHEIT AT36•ABOVE SAFETY AND SECURITY BAF. BOTTOM OF D. DRYER FORT FIXTURE MAR. HARDWARE M MEMBRANE POL POLISHED OATHS. SHEATHING VER. VERIFY
<br /> FLOOR WHEN OUTSIDE TEMPERATURE IS 23 DEGREES FAHRENHEIT,OR FOOTING DBL DOUBLE FLASH FLASHING HGR HANGER MFRFR. MANUFACTURER PR. PAIR MAWR. SHOWER VERT, VERTICAL
<br /> CURRENT REQUIREMENTS. 8.ALL LOCKS SHALL BE OPERABLE WITHOUT ANY SPECIAL KNOWLEDGE OR ROT. BOTTOM DEC. DECORATIVE FLOG. FOLDING HM HOLLOW METAL M.H. MANHOLE PRCST. PRECAST SIM. SIMILAR VG. VERTICAL GRAIN
<br /> EFFORT. STR BOTTOM OF DEMO. DEJMOUSHOR/ FIR. FLOOR HOR HORIZONTAL MIN MINIMUM P.S.F. POUNDS PER SL SLOPE V.I.F. VERIFY IN FIELD
<br /> STRUCTURE DEMOLITION FLUOR FLUORESCENT H.R WIND RAIL MIR. MIRROR SQUARE FOOT SPECS. SPECIFICATIONS
<br /> 3.PROVIDE NIGHT SETBACK THERMOSTAT. BAG. BOTTOM OF WALL OW DIAMETER F.O.C. FACE OF HR. HOUR MISC. MISCELLANEOUS P.S.I. POUNDS PER S0. SQUARE W WEST
<br /> 4.SEAL ALL TEARS AND JOINTS IN INSULATION WITH APPROVED TAPE. BOG. BEARING DIAL. DIAGONAL CONCRETE FIT. HEIGHT MISC.O. MASONARY SQUARE INCH S.S. STAINLESS W. WIDTH OR WATT
<br /> • -- rs.,s„F GLAZING NOTES BRIT, BRACKET D.L DEAD LOAD FOE, FACE OF FIMSH H.W.T. HOT WATER TANK OPENING PT. PAINT S,&STC STAINLESS STEEL WI WITH
<br /> BSMT. BASEMENT DIM DIMENSION F.O.I.C. FURMSHED BY MTD. MOUNTED ART. PRESSURE SRO. STANDARD WAD WITHOUT
<br /> 5.SHOWER FLOW CONTROL.LIMITED TO 2.5 GALLONS PER MINUTE OR 1.SHOWER DOORS AND ENCLOSURES TO BE SAFETY GLASS.LAMINATED BTWN. BETWEEN ASP. DISPENSER OWNER I.D. INSIDE DIAMETER MT6 MOUNTING TREATED STL STEEL WD. WOOD
<br /> CURRENT REQUIREMENTS. GLASS,OR TEMPERED GI AR.S U.R, & BUILT UP ROOFING DN.
<br /> DOWN INSTALLED BY LD.S. INTERIOR MIT.. ETAL PM. PARTITION STOFt STORAGE WOW. WINDOW
<br /> STRUC.DOCUMENTS CONTRACTOR DOWNSPOUT MULL UWON PTO. PAINTED STRUCTURAL W.P. WATERPROOF
<br /> - S A MINIMUM OFSgAOF ALL LUMINAIRES ARE REQUIREDTOBEHIGH CAB. CABINET DR DOOR ECM FACE OF STUD IN INCH P.V.C. POLYVINYL SUSP. SUSPENDED WR WATER RESISTANT Site Plan,Floor Plan,
<br /> EFFICACY.(506 CH.2)THE WSEC DEFINES•HIGH EFFICACY LUMINAE AS: MOISTURE PROTECTION CAP. CAPACITY D.S. DOWNSPOUT F.P. FIREPROOF INCL INCLUDED N ORTH CHLORIDE S.V. SOFFIT VENT W.S. WOOD SCREW
<br /> 'A LIGHTING FIXTURE THAT DOES NOT CONTAIN A MEDIUM SCREW BASE CAN CABLE TELEVISION EXTERIOR FRMG. FRAMING INSUL INSULATION t4 EW PVMT. PAVEMENT SYM. SYMBOL OR WT. WEIGHT Cover Sheet
<br /> .ems skir ... MI�NIMUMEEFFFICIENCY FFpSE TAMPS OR OTHER LGHTSOURCE HAVER 1. CA CATCH CAULK ALL OPENINGS THOROUGHLY- C.F CUBIC FEET D.W. DISHWASHER FT. FOOT/FEET TI. ETAIL F.S. FULL SIZE INTEGRAL INTERIOR OR N OT OT INCONNTRACT OT, QUARRY TILE SYSPUCABLE SETRI SYSTEM W'WMWELDEO WIRE MESH
<br /> A ' e)COLUMENS PER WATT FOR LAMPS OVER 40 WATTS; CENT CEMENT DINE DRAWING FTC. FOOTING INV. INVERT NO. UMBER STY. QUANTITY XFRIAR. TRANSFORMER SHEET NO
<br /> sss CASTT. TREAD
<br /> b)50 LUMENS PER WATT FOR LAMPS OVER 15 WAITS TO AO WATTS; 2 FLASH ACCEPTABLE
<br /> INDUSTRY
<br /> STADINIMUMOF 26 GAUGE GALVANIZED STEEL TO C.I. IRON DOUR DRAWER FUT. FURRING NOM. OT TOS
<br /> NORTH 040 LUMENS PER WATT FOR LAMPS I5 WATTS°RIESS. ACCEPTABLE INDUSTRY STANDARDS C.J. CAST OLJOIE FLIT. FUTURE JST. JOIST NT.S. NOT TO SCALE R RADIUS OR/ TEL YD: YARD Al
<br /> 1 C.J. CONTROL JOINT E FACT JT. JOINT •
<br /> IT
<br /> VICINITY MAP CL CENTER UNE EA EACH GA GAUGE OA OVERALL RDA OOF DRAIN
<br /> FIRE PROTECTION CLG. CEILING EB. EXPANSION BOLT GAL GALLON KA KILN DRIED 0/ OVER REI.'REERIGERAT
<br /> 1. CHOICE DETECTORS SHALL BE INTERCONNECTED.HARD WIPED TO BUILDING CUM. CAULKING EJ. EXPANSION JOINT GGALVANIZED K.O. KNOCK OUT OBSC. OBSCURE REI EINFO� LNG GROOVE PERMIT `�
<br /> POWER,HAVE BATTERY BACKUP. CLR CLEAR EL ELEVATION G.B..& GRAB BAR KIT. KITCHEN O.C. ON CENTER REIN., REQUIF �DTHI�"
<br />
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