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Home My WebLink AboutPermit Building 2017-08-31CATEREC=NED 04.14.17 JDsNc. S17.00868 ZONE: OCCUPANCY GROUP: R3 LNr(3): 1 OCCUPANC✓ LOAD: STORIES: 2-YPECONS-RUMON: VB LEGAL DESCVRTON. 17.03.35.14.01400 ADDRESS: 11'9'3 F CT OWNER SCOTT 111E CONTENTS ❑CRC ON HAVE BEEN REVION:0, WNII AETLRATO45 INDICNTED U RED. CHANGES OR ALTERATIONS NADE TO THE APPRCVED DRAWINGS OR PRDJECT AMR THE DA -E BELOW SHALL BE APPROVED BYTHE EULEING OFHCIAL. CITY OF SPRINL REG APPROVED Y: ATL: S/,L NOTICE: This permit shall expire if the work authorized under this permit is not commenced or is abandoned for any 180 day period. ATTENTION: Oregon law requires you to follow rules adapted by the Oregon Utility Notification Center. Those rules are set forth in OAR . 952-001-0010 through 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The administrative telephone number for the Oregon Utility Notification Center is (800)332-2344. Connect Storm Sewer to private system onsite. 13EVIEWE0 fOR CODE COMPLIANCE MINIMUM SETBACKS— INTERIOR LOTS All measurements are from Property lines -Front Yard to House 10 feet -Front Yard to Garage 18 feet -Side Yard to House or Garage 5 feet -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS F STREET DDnDCDTV F(1' PROPERTY 60' PLOT PLAN 1/16'= 1'—o' L2 EXISTING 1678 SQ.FT. PROPOSED FIRST FLOOR 183 SQ.FT. PROPOSED SECOND FLOOR 448 SQ.FT. PROPOSED TOTAL 2309 SQ.FT. EXISTING WEST ELEVATION 1/a'= l' -O" EXISTING SOUTH ELEVATION 1/8'= 1'-0' 1. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL. SPECIFIC INFORMATION ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL APPLY. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH OWNER BEFORE COMMENCING WORK. ALL DESIGN SHALL COMPLY WITH CURRENT REGULATIONS OF THE UNIFORM BUILDING CODE, CURRENT C.A.B.O., AND ANY OTHER APPLICABLE STATE, COUNTY OR LOCAL REGULATIONS. 3. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SHALL NOTIFY CRANE DRAFTING & DESIGN OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 4. ALL INTERIOR NON -LOAD BEARING WALLS MAY BE MOVED AS NEEDED. DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, INCLUDING SEPTIC LOCATION, PRIOR TO CONSTRUCTION. 6. DIRECT ALL SURFACE RUN-OFF WATER AWAY FROM FOUNDATIONS AND AWAY FROM BLUFF EDGES. EXISTING NORTH ELEVATION 1/8'= 1'-0' SCALE 1/8'= 1'-0' IF PRINTED ON 11'X17" SCALE 1/4'= 1'-0' IF PRINTED ON 22'X34' EXISTING FIRST FLOOR 1172 SQ.FT. EXISTING SECOND FLOOR 506 SQ.FT. TOTAL 1678 SQ.FT, 12 V 12 u ROOF TOM"KG �o 10 4 SUNG TO MAT MSMNG NGUSE I p [[7--] F=-� PROPOSE[ ADDITION PROPOSED 448 SQ.FT ADDITION 11-11 183 SQ.FT. []I EXISTING I EXISTING SUNG TO MATCH MSNNG KOM - PROPOSED WEST ELEVATION 1/a"= r—o" PROPOSED SOUTH ELEVATION 1/8"= 1'-0" PROPOSED NORTH ELEVATION 1/8"= 1'-0" SCALE 1/8'= 1'-0" IF PRINTED ON it"X17" SCALE 1/4"= 1'-0' IF PRINTED ON 22"X34' EXISTING 1678 SQ.FT. PROPOSED FIRST FLOOR 183 SQ.FT. PROPOSED SECOND FLOOR 448 SQ.FT. PROPOSED TOTAL 2309 SQ.FT EXISTING SECOND FLOOR 1/a'= P-0" SCALE 1/8 1'-0' IF PRINTED ON 11'X17" SCALE 1/4"= 1'-0' IF PRINTED ON 22"X34" 24'-4' iY-C--{ 24-4 JI I n 1 II Ij Ij II II II d n n u II II II I I I II II II II II II II =___ �.____, 1i_________ I 1 -I- COVERED rTT1-rrT-1-1-I-T II II 1 1 1 1 1 1 1 1 1 I u IL_________ IT7-f-I-rr I I I II I I I�pl 1 1 1 1 1 1 1 II ENTRY- I 1 1 1 1 1 1 1 1 u I I I I R___ -JI LL1J_L L1JJ_L1 =LIF----�J It-___ __Jl T________ 71---L1J_- II 11 II ------------- II - II I��I II II II II II 11 786 SQ.FT. u 11 LJ II �I �j it b II EXISTING II I EXISTING n u 386 SQ.FT. u II II II EXISTING 506 SQ.FT. jl jl II II II I EXISTING SECOND FLOOR 1/a'= P-0" SCALE 1/8 1'-0' IF PRINTED ON 11'X17" SCALE 1/4"= 1'-0' IF PRINTED ON 22"X34" O b a' -e xun xnox yam rmr sro O BUY CONREO ---- - - - - - - - - - - s• -r 183 SQ.FT. ADDITION II N n II II ii irk II II PROPOSED PROPOSED FIRST FLOOR 1/8"= 1'-O" a•-1•— A " r tr-r 24'-4 II D II J C-4• 1B' n II II II tr 1 II N n II II ii irk II II Ss= II I 11 ------------- a1 0 ------------ EXISTING rTT1—rl-T�-1—rT it II II 1 1 1 1 1 1 1 1 1 1I ul IL_ II 1'-2 I I I uFPFjI I I I I I I II 1 1 1 1 1 1 1 I D µ L11J_LL11 J=L1 I zM ® I� s .LL ----------- II Ir -----------11 II n It 115 11 It tr'r It 11x 786 SQ.FT. ii II 386 SQ.FT. EXISTING � EXISTING 11� II- II II I ® -r n II it II II r � EXISTING 44•-4 i zro tY-f PROPOSED FIRST FLOOR 1/8"= 1'-O" PROPOSED SECOND FLOOR 1/8"= 1'-0" SCALE 1/8"= 1'-O" IF PRINTED ON 11'X17' SCALE 1/4"= 1'-0" IF PRINTED ON 22"XW 24'-4 11'-1• C-4• 1B' S'-1•-� 5' 1' tr 1 I 11 a1 0 EXISTING 4 +' BEDROOM ,a• -s I � I 17-f0• PROPOSED MASTER BEDROOM zM ® 2Y uxw T E_r I ® -r u a EXISTING PROPOSED i zro BEDROOM BEDROOM g,++, s/ � I I •� B -t, � - wRE4 EMM +r -r 3/v 5N aN-s/o �K-r 3/0-1M sY-f1' PROPOSED SECOND FLOOR 1/8"= 1'-0" SCALE 1/8"= 1'-O" IF PRINTED ON 11'X17' SCALE 1/4"= 1'-0" IF PRINTED ON 22"XW SHEAR WALL SCHEDULE 8d COMMON ( DIA.=0.131", L=2-1/7') MARK SHEATHING SHEATHING NAILING SILL > NAILING REMARKS ❑A NOM. 1/2' APA RATED STRUCTURAL PANELS o OS o c EDGES+�Al SINKERS O 16' o/c TYPICAL, UNLESS NOTED WOOD (24/0) BLOCK EDGES 012" / c FIELD OTHERWISE N17N 2N4 FLAT BLNG ❑B NOM. 1/2" APA RATED STRUCTURAL WOOD PANELS W o/c EDGESSINKERS O 4' o/c (24/0) BLOCK EDGES @I2` ./c FIELDGERED WITH 2x4 FLAT BLKG. HOLDOWN SCHEDULE MARK TWE IPMT I ATTACHMENT I ANCHOR Ol SIMPSON DMZ SINGLE STUD(8) SIMP SC N NSI/4xt 1/2 1/2" DIA. x 12" ANCHOR BOLT (MINIMUM2 g OSIMPSON HDU2-SDS2.5 DOUBLE STUD (6) SIMPSON SDS1/4x2 SIMPSON SSTB16 (MINIMUM) 2 WOOD SCREWS O3SIMPSON MST27 DOUBLE SND (S) 16tl ABOVE AND BELOW (MINIMUM) FLOOR LINE NOTES: o PROVIDE 19"X24" FOUNDATION ACCESS. VERIFY LOCATION WITH OWNER. O PROVIDE (1) SOFT OF FOUNDATION VENTING FOR EACH (150) SQ.FT. OF CRAWL SPACE AREA. USE 16"XB" VENTS W/ WELDED WIRE MESH AS NOTED. 0 USE METAL FASTENERS AT ALL POST TO FOOTING CONNECTIONS O ALL NAILING TO BE IN COMPUANCE W/ CABO TABLE 602.3(.) 0 3/4' DECKING MAY BE GLUED & SCREWED FOUNDATION PLAN Ve. r, ,/rx10' J RDLT Wo.G. 31e MMING 3/r T40 gua_ OM DECNINO MAIL M M. REOCR DIDAT /—NAIL PER W'0. RECOYMENDATMB 3/4• T60 AIB-flCIXt DEOONO MAIL Pflt MM. RECONNENDATa15 91 NAL PFR MM RE MEWATNRIS 2`x5' RIM ROM 2N FLMR MSf N'Wt'lam O 15' O.G. O 16' 0.0 AMPSON (nA.es) ,/Yx,O' J BOLT 1 0.c. 2x5^ ROM ffiT Ete,s• as i FOUNDATION DETAIL B 1/2.=11-o. FOUNDATION DETAIL C FOUNDATION DETAIL D v FOUNDATION NOTES FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL GRADE. SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSF. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO 95X CONCRETE: SLABS ON GRADE: 2,500 PSI. -BASEMENT WALLS & FOUNDATIONS EXPOSED TO WEATHER: 3,000 PSI. -PORCHES, STEPS. CARPORT SLABS EXPOSED TO WEATHER: 3;500 PSI. ( AS PER U.B.C. APPENDIX CHPT. 26, TABLE A -26-A) CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25 FT. (MAXIMUM) INTERVALS EA WAY. CONCRETE SIDEWALKS TO HAVE 3/4 IN TOOLED JOINTS AT 5 FT. (MINIMUM) O.C. REINFORCING STEEL TO BE A-615 GRADE 40, WELDED WIRE MESH TO BE A-185. COVER ENTIRE CRAWLSPACE WITH 6 MIL BLACK "VISQUEEN" AND EXTEND UP FDTN WALLS TO P.T. MUDSILL. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED WITH 55" ROLL ROOFING. PROVIDING A 4 IN. DIA. PERFORATED DRAIN TILE BELOW THE TOP OF THE FOOTING (SEE BUILDING SECTIONS). 1/T x 10' mmm mm 4B' OC. UNLSS 01IRRWSE WORD AND /4 BAR AT 4R' O.C. 9L B' maW SIENWALL 6' lY FOOLING TO E a1 MWMRBEO BOIL OR COPACTED SAND M GRAW1 D• MIN 3' M e PERP. FOOTING MAN MAN M REIMBIE WR£T I= PBMMEISR FOUND& MIH lMb N BAR AT BV TYPICAL FOUNDATION SECTION SCALE 1/8'= 1'-0" IF PRINTED ON 11"X17" SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34• ROOF VENTING PROVIDE 1 SQ. FT. VENTING FOR EACH 150 SQ. FT. ATTIC AREA. USE CONTINUOUS RIDGE VENTS AND SOFFIT VENTS AS REQUIRED. (8"X8" JACK VENTS MAY BE USED IN PLACE OF RIDGE VENTS). NOTES: ❑ PROVIDE SOLID BLOCKING AT 8"-0" O.C. (NOT SHOWN). E7 USE METAL FASTENERS AT ALL BEAMS TO SUPPORT MEMBER CONNECTOINS. ❑ USE SIMPSON U210 JOISTS HANGERS ® FLUSH BEAMS. ❑ ALL NAILING TO BE IN COMPLIANCE W/ CABO TABLE 602.3(a). ------------------------- ii ___________________ ____II I I EXISTING RAFTERS jI ® 24" O.C. IF I I I I I I 1 II 1 II I LUMBER : N A. POSTS, BEAMS HEADERS NO.2 OR BTR JOISTS AND RAFTERS 1 I U I I C5 I H I I 1 C3 I d I 9 k� I I � 1----- I i I° IN I I I I III111� I it 1 I I NI I II __ T9E ® 1 1U I ®1 1 I MOGE Id 19/32' OSB OR EQUIV 1 6 Y -_-_---- i I LJ 0 w IlIiIii 1�~cesn? H` 1IlhIii=b IIIi 1IIIIii IIIII FACE NAIL !II II STUD TO SOLE PL 4-8D TOE NAIL OR END NAIL HiI11I11I /EMST�ING M FACE NAIL DOUBLE TOP PL 16D ® 16 FACE NAIL CONTINUOUS HEADER 2 PC 16D O 16 CLG JST. TO PL RAFTERS - „ CLG. JST. LAP OVER PL 0 24 O.C. N ROOF FRAMING PLAN ,le - Yb' CEILING JOIST SPAN CHART: ASSUMED 20 PSF LIVE LOAD & 10 PSF DEAD LOAD #2DF-L OR BETTER ® 24" OC 2X4 = 7'-0",, 2X6 = 10'-0 2X8 = 12 -8 2X10 = 15'-8" 2X12 = 19'-6" #2DF-L OR BETTER ® 16" OC 2X4 = 8'-4"„ 2X6 = 12'-4", 2X8 = 15'-8" 2X10 = 19'-0" 2X12 = 23'-6" -_-_- -__�_' _ ----------------'�-71 ---------------- + I �� I r ___{i_ T ---------------- II 12x8 RAFTERS ® 24' Q11C. 11 r_______________.h_4 I -I �I F_______________J11_� 1 11 I I �1 r---------------IT-I I III L_______________ _y 1 1111 I I I 11 f- -_______________i__{ 2x8 RAFTERS ® 24" (f'it r_________ y_a7 --------------- -7 �-------------- _1.1_ li N FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE 4X8 HEADERS IF BUILDING BUILT WITH 92 5/8' STUDS LUMBER : A. POSTS, BEAMS HEADERS NO.2 OR BTR JOISTS AND RAFTERS B. SILLS, PLATES, BLOCKING NO.3 OR BTR BRIDGING ETC. C. STUDS STUD GRADE D. PLYWOOD SHEATHING 7/16' OSB, OR EOUIV E. GLU-LAM BEAMS FLO-2400, DRY ADH. F. ROOF SHEATHING 19/32' OSB OR EQUIV NAILING SCHEDULE: SOLE PL TO JOIST 16D O 16 FACE NAIL TOP PL TO STUDS 2-16D END NAIL STUD TO SOLE PL 4-8D TOE NAIL OR 2-16D END NAIL DOUBLE STUDS 16D ® 16 FACE NAIL DOUBLE TOP PL 16D ® 16 FACE NAIL CONTINUOUS HEADER 2 PC 16D O 16 EDGE NAIL CLG JST. TO PL 3-81) TOE NAIL CLG. JST. LAP OVER PL 3-16D FACE NAIL CLG. JST, TO RAFTER 3-16D FACE NAIL RAFTER TO TOP PL 3 -BD TOE NAIL BUILT-UP CORNER STUDS 16D ® 24 FACE NAIL PLY WALL&ROOF SHEATHING BD O 6 EDGE NAIL BD ® 10 INTERIOR TOP PL AT INTERSECTIONS 2-16D FACE NAIL 1 X 6 SPACED SHEATHING 2 -BD FACE NAIL NOTE: GALV NAILS IN ALL P.T. WOOD CONTACT DWBLE 20 T0P PLATE RIGID INSUL 1104 � 4X8 HEADER 2X NATTER (TYP) KING STUD NOTE: ANY BEARING WALL DPENING 6' OR GREATER HEADER DETAIL REQUIRE DBL KING STUD AND DBL TRIMMERS NTS SCALE 1/8"= 1'-0" IF PRINTED ON 11'X17" SCALE 1/4'= 1'-0' IF PRINTED ON 22"X34" COMPOSITION{ SHINGLES W/ 15R FELT OVER 19/32 OSB SHEATHING ENG. TRUSSES ® 24" O.C. CARDBOARD BAFFLE TO PROVIDE 1" MIN. CLEARANCE SIMPSON H-1 OR EQUAL 2x6 FASCIA BD. GUTTER & DOWNSPOUT R-38 INSULATION 1/2" GYP. BD. DBL 2x6 TOP PLATE 1/2" GYP. BD. R-21 INSULATION 2x6 STUDS ® 16" O.C. EAVE DETAIL (FLAT) 1/2" = 1'—D- MISCELLANEOUS NOTES 1. BEDROOMS TO HAVE A MINIMUM WINDOW OPENING OF 5.7 SO FT. WITH A MINIMUM WIDTH OF 20 IN AND A SILL LESS THAN 44 IN. ABOVE FIN. FUR. ALL WINDOWS WITHIN 18. IN OF THE FLOOR AND WITHIN 12 IN. OF ANY DOOR ARE TO HAVE TEMPERED GLAZING. 2. SKYLITES ARE TO BE GLAZED WITH TEMPERED GLASS ON OUTSIDE AND LAMINATED GLASS ON INSIDE ( UNLESS PLEXIGLASS ). GLASS TO HAVE MAXIMUM CLEAR SPAN OF 25 IN. AND FRAME IS TO BE ATTACHED TO A 2X CURB WITH A MINIMUM OF 4 IN. ABOVE ROOF PLANE. 3. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS ARE TO BE SOLID CORE WITH WEATHERSTRIPPING. PROVIDE 1/2 IN. DEADBOLT LOCKS ON ALL EXTERIOR DOORS, AND LOCKING DEVICES ON ALL DOORS AND WINDOWS WITHIN 10 FT. (VERTICAL) OF GRADE. PROVIDE PEEP—HOLE 54 — 66 IN. ABOVE FIN. FLOOR ON EXTERIOR ENTRY DOORS. 4. CONNECT ALL SMOKE DETECTORS (SEE PLAN FOR LOCATION) TO HOUSE ELECTRICAL SYSTEM AND INTER— CONNECT EACH ONE, SO THAT, WHEN ANY ONE IS TRIPPED, THEY WILL ALL SOUND. & PROVIDE COMBUSTION AIR VENTS (W/ SCREEN AND BACK DAMPER) FOR FIREPLACES, WOOD STOVES AND ANY APPLIANCES WITH AN OPEN FLAME. 6. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED TO THE OUTSIDE WITH A FAN CAPABLE OF PRODUCING A MINIMUM OF 4 AIR EXCHANGES PER HOUR. RANGE HOODS ARE ALSO TO BE VENTED TO THE OUTSIDE. 7. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. OR G.F.I.C. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. DRL s RIDGE IIENI `YAGNhGFX6IING EMSING RATT6 W4/ �m aG 124 iII zzm"No W u a0. R -3e wsuuTnN zre pAETfBk 1 W 24, OMNE yW M PUT I 12'-2• F ARM FLmR DEQ( jI PROPOSED PE ITMM;! 02t•D.a I EXISTING T' ADDITION IXIS NC WW DECQNG MUM AID (Ilm H.7/rX 1.314• "M JUST EAMITNG mm W 24' 0.F W f8 44 f1.7UAW 6EA1 r Ef051ETC SINKS ENTRYADD TIOND EXISTING r�e Yie EXISTING �OVE SECTION A -A 1/8 1'-D" 3 TAB COMP ROOTING TO MATCH EXISTING & DWM LY TOP PLW2 8(tEEWm NNTS W Y-0' ac. 16E WATER/WEAMER PROM WYNING WRAP. LAPPEDNEflRODE1G/3r IMT17 OSE PLTWOm RODE AT YIFATIING. OR EWMiW NAIR W C CC. R-CFIJND NNRATCN INTERIORfSOwxm/ TwoiPRov-NRmING 2%4 IN "To BAFFLE M M%WNN 1 MRSPACE RRAP, u x X SOUR BLMANG CRAWLSPACE MTED & UN -HEATED V 20NIN SIEMWNL TYPICAL WALL SECTION SCALE 1/2" = 1'-0" RIGID 11 15P WA1ER/W TNER PROOP Bumm WRAP. LAPPED 7/4r 45B PLYM'lm WALL SHIATNNC. DR EWA w NAGS O V 10' Fm DB WNL ETAS AT 16 04 SCALE 1/8'= 1'-0" IF PRINTED ON 11"X17" SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" DD1BL£ 2X6 TOP PLATE i TUD NN NOME ANY BEARING WALL OPENING V OR GREATER HEADER DETAIL REQUIRE DEL XING STUD AND DBL TRIMMERS m I'MI A NO RAN (ITER DWM LY TOP PLW2 8(tEEWm NNTS W Y-0' ac. -firGw m HEXTERIOR NLINTERIOR RNHRI VAPOR BARRIER AT IN:FR OF NL E 470H R WNIS VAPOR 8XIMER PANTWHO TD MATCH EXISTING INTERIORfSOwxm/ TwoiPRov-NRmING RRAP, u tFA ]/1R• MB PL)T40 D WNL WIAIMING. EWK BE NAILS W 6'm IV MU8 R -x1 WALL INmuTMOR WALL MM AT Ir O.a ("IG & ALL ERT. WALL4) 3/4' moaw maEG ANO1/x' DA X IW ANCHOR 110LIS m FLMR MST W 16Ar 1C ac uw tr FmY CORN0.5PER EEL iEwmT-U&E HOT MPEED GALv. W/3NGS RODt 2XG P.TfryYWYLLAM NCN-. c GA3NEE CRAWLSPACE MTED & UN -HEATED V 20NIN SIEMWNL TYPICAL WALL SECTION SCALE 1/2" = 1'-0" RIGID 11 15P WA1ER/W TNER PROOP Bumm WRAP. LAPPED 7/4r 45B PLYM'lm WALL SHIATNNC. DR EWA w NAGS O V 10' Fm DB WNL ETAS AT 16 04 SCALE 1/8'= 1'-0" IF PRINTED ON 11"X17" SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" DD1BL£ 2X6 TOP PLATE i TUD NN NOME ANY BEARING WALL OPENING V OR GREATER HEADER DETAIL REQUIRE DEL XING STUD AND DBL TRIMMERS ELECTRICAL SYMBOLS c DUPLEX OUTLET $ FLOOR DUPLEX OUTLET lZftP. WEATHERPROOF OUTLET W 220 VOLT OUTLET AS REQ'D. IEG.F.I. GROUND FAULT INTERRUPT 0 SPECIAL DUTY RECEPTACLE S SWITCH S' THREE WAY SWITCH CEILING OUTLET CEILING LIGHT FIXTURE WALL LIGHT FIXTURE RECESSED CEILING LIGHT FIXTURE EXTERIOR LIGHT FIXTURE Q SMOKE DETECTOR 110V W/ BATTERY BACKUP ® 100 CFM EXHAUST FAN (V.T.O.) QT TELEPHONE .JACK INDIVIDUAL STYLE HEATER 220 VOLT (SEE SCHEDULE) ® FLUORESCENT LIGHT ROOD LIGHT THERMOSTAT p� EMERGENCY LIGHT W/ BATTERY BACKUP ® ELEC PANEL ELECTRICAL FLOOR 1/B'= 1'-0' ELECTRICAL FLOOR 1/8•= r -o• SCALE 1/8'= 1'-0` IF PRINTED ON 11'X17' SCALE 1/4'= 1'-0' IF PRINTED ON 22'X34'