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HomeMy WebLinkAboutNCP 18-0002; ECONO LODGE EXPANSION; Administrative Determination(E) FIRE HYDRANT ·--------------- --- EXISTING I BUILDING I 205-191-27-oo I L ___ _J 205-191-01-00 EXISTING BUILDING 205-191-16-00 I I I -----I I I 406'-2" L \ D D EXISTING BUILDING --7 205-191-26-00 I L _ _J __ ...PB..oPERTY I U::lU4 S 47 EXISTING BUILDING ECONOLODGE 3666 PIO PICO DR EXISTING HOTEL EXISTING POOL 48"WIDE SLIP R HANDI 0 EXISTING 36"WIDE ETEC 11\BLE WARNING MATERIAL -------.. --t--- ------r--- NOTE: ANY ABRUPT LEVEL CHANGES WILL BE '1/2" ALONG ANY ACCESSIBLE ROUTE OF TRAVEL.WHEN CHANGES DO OCCUR THEY SHALL BE, BEVELED WITH A SIPOE OF 1 :2.LEVEL CHANGES 9 OF 1 /4" MAY BE VERTICAL. ------------EXISTING SWRMANHOLE RIM EL: 74.09' ------------------- ~--(S)-- I EXISTING BUILDING L 205-191-21-00 ~ 7 L_ -- I I I J I EXISTING BUILDING I 205-191-19-00 LL_ I I I _J -------..-~- EXISTING HOTEL EXISTING HOTEL I I 7 L EXISTING BUILDING 205-191-12-00 l__ 7 ~ --·--L_ --_J ~ r f- l 1,---7 ,-s ~ EXISTING BUILDING 205-191-11-00 I 7 I r 7 11 EXISTING I 'I BUILDING I L __ 7_ __ J L ___ _J I ~ I r 7 L --7 I EXISTING I Ri:SIDENCE 200-rn1-10-oo L 7 EXISTING L -----, BLOCK WALL I I PROPOSED LANDSCAPE _J 246.84S.F. L __ 36"WIDE DETECTABLE /WARNING MATERIAL _ E 130.00 NEW6' HG BLOCK i\L NEW DRIVE WAY lh: ½½'YI,~£~~~~: ~~~*~?:1>"ft,,~""t:tl~~✓i1;;'~~~~i1i,~~~,~Qif~~ LANDSCAPING 10'-9' ,_ . . .. . l ->:;.,-,, 57 4 1 O S F ::.:::c.[ft3?>:·,t '"··--"•'i.:~~:0 PROPOSED~;,~<-{;•f:~:l~r:;::)X~tf,y;:~~· ·::,.;1cf-:-/-. . . LINE OF ROOFJ'i:,,.;,,;, ;,; LANDSCAPINci'7' ·-,;,,,;;~;-.0cc,,··-;s--ss.'i9 ')'' .,,, EXISTING EAVE "":tees -,& '· '/'"' \°t<t:-.. ,,,;;,,,,_ .. ', -PROPERTY LJNE22t:1_~jfi;~J;~,tl!l~si;!o:li;f ;!~:l~~l'[~!i~~i;tf ::~i~'· EXISTING CURB&GUTTER (N) PROPOSED PERVIOUS SIDEWA't'.it'·''' ''"'"'"''"i;','e"S,,,,,-,-- ~ 5f2- t/ ~ :z~ ~Cl) ~ PROPOSED HOTEL ADDITION SHEET INDEX SHEET TS/SP A-1 A-1A A-1B A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 A-13 S-1 S-2 S-3 S-4 S-5 S-6 S-7 SHEET CONTENTS TITLE SHEET / SITE PLAN FLOOR PLAN EX. BLDG. FLOOR PLAN EX. BLDG. SECOND FLOOR PLAN SECOND FLOOR PLAN ELEVATIONS ELEVATIONS ROOF PLAN SECTIONS DETAILS DETAILS POWER LAYOUT SECOND FLOOR POWER LAYOUT GROUND FLOOR LIGHTING SECOND FLOOR LIGHTING PLUMBING PLAN GENERAL NOTES FOUNDATION FLOOR FRAMING PLAN CEILING FRAMING PLAN ROOF FRAMING PLAN DETAILS SECTIONS & DETAILS SCOPE OF WORK 6811.00 SQ, FT TOTAL NEW CONSTRUCTION ON 3666 PIO PICO DR. CARLSBAD CA. FOR MOTEL ADDITION !w I> ,_ I CY'. I ] 10 I I I I<( i:J iO (9 <( ~ (S)--(S)--(S)--(8)--cs)-- (SJ--(s)--(s)--_J (S)--(8)-- (S) (S)--(8)-- EXISTING SWRMANHOLE RIM EL: 72.95' SITE PLAN SCALE 1 /4"=1' (S)--(S)--(S)---(S) ~=, G TO MILLO CE 53464 6/30/20 VICINITY MAP DIRECTORY NCP 18-0002 OWNERS: PARESH PATEL 252 SUMMERBROOKE CT. 3666 PIO PICO DR. CARLSBAD, CA. 92008 CONTACT PERSON: GILBERTO MILLOT CIVIL MILLOT ENGINEERING CO. ENGINEER: 860 N. VICEROY AVE. COVINA, CA. 91723 (626) 966-4251 CONTACT PERSON: GILBERTO MILLOT P.E. PROJECT LOCATION: SITE AREA: APN: GOVERNING CODES: EXISTING ZONE: EXISTING USE: PROPOSED USE: CONSTRUCTION TYPE: OCCUPANCY: PROPGSED HEIGHT: BUILDING AREAS SUMMARY 3666 PIO PICO DR CARLSBAD, CA. 92008 5,500 SQ. FT. 205-191-09-00 CALIFORNIA BUILDING CODE 2016 CALIFORNIA RESIDENTIAL CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA GREEN BUILDING STANDARD CODE 2016 C-T MOTEL (COMMERCIAL TOURIST) ECONOLODGE ADDITION (COMMERCIAL TOURIST) V-A R-1 (MOTEL) 2 STORY PROPOSED FIRST FLOOR: 3,109.27 SQ. FT. PROPOSED SECOND FLOOR: 3,701.73 SQ. FT. TOTAL BUILDING AREA: 6,811.00 SQ. FT. (B) OCCUPANT LOAD: NUMBER OF EXITS: EXITS TRAVEL DISTANCE: FIRE SPRINKLER SISTEM: PARKING REQUIRED: PROPOSED PARKING: EX:STING PARKING: AD T's: EDU's: GPD: LANSCAPE AREAS: 95,0,, 8 UNITS + BREAKFAST ROOM ' FOOD PREP ROOM 2 (CBC 1006.2.1) 70' YES (UNDER SEPARATE PERMIT) 1.2 PER 1 SLEEPING UNIT (1.2 X 8 = 9.6) [CARLSBAD MUNICIPAL CODE 21.44.020 TABLE A] 10 PARKING SPACES PROVIDED PARKING LOT AREA 2,267.83 SQ. FT. 41 PARKING SPACES ADT (9 TPD / UNIT) EXISTING (39 UNITS) X 9 = 351 TPD PROPOSED (8 UNITS) X 9 = 72 TPD TOTAL -47 UNITS X 9 = 423 TPD 0.6 X 8 NEW UNITS = 4.8 0.6 X 39 EXISTING UNITS = 23.4 TOTAL = 28.2 (TABLE 13.10.020 CARLSBAD MUNICIPAL CODE) ESTIMATED WATER USAGE 125 GPD / UNIT PROPOSED = 8 UNITS X 125 GPD = 100(1 GPO EXISTING = 39 UNITS X 125 GPD = 4875 GPD TOTAL = 5875 GPO LANDSCAPE BUFFER: 2127 S.F. PARKING LOT LANDSCAPE: 246.84 S.F. TOTAL PROPOSED LANDSCAPE: 2373.84 S.F. CITY OF CARLSBAD Administrative Permit Case No. NC.'ff I f-oooz._ ---=--=-==------'.(:'.E)~FIRE HYDRANT 0 JAN O? 2QZij NOT TO SCALE (f) z 0 (f) 0 _J w G: • • 0:::: w z 3: 0 z <{ _J Q__ w 1-- (f) 1--w w I (f) w _J I- I- co 0 •O 0::: N 00) _J O . w u<( t--u <( a.. a.. 0 0 _<( I a_ m (/) (/) w co _J a::: c.o a::: <( c.o <( a.. I"") u z (!) 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HEAT/AIR COND. UNIT AMANA PTAC PTH093G UNIT TO BE SCREENED BY PROPOSED LANSCAPE AND INSTALLED AT 4 IN FROM FINISH SURFACE PLAN SCALE 1''=4' LJ & \.___ I \.___ 18" STUCCO COLUMN STEEL ELECTRICAL OUTLET BOXES AT FIRE BARRIERS SHALL NOT EXCEED 16 SQ. IN. & SHALL NOT EXCEED 100 SQ. IN. PER 100 SQ. FT. OF WALL AND SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24" WHEN IN OPPOSITE SIDES OF A WALL. DAYTON WALLMOUNT EXHAUST VEN11LA TOR 5DVN7 133 CFM IN ACCORDANCE '111TH CPC 403. 7 REQUIRED VEN11LA 110N. 18" STUCCGloTE: A SINGLE OR MUL1l-STA110N SMOKE ALARMS COMPLYING '111TH UL217 SHALL BE COLUMN INSTALLED IN ALL SLEEPING UNITS PER CFC 907.2.11. A MINIMUM OF TWO SLEEPING UNITS SHALL BE PROVIDEED VISIBLE ALARM N011FICA110N APPLIANCES 11ED TO THE IN-ROOM ALARM AND THE BUILDING FIRE ALARM. CFC 907.5.2.3.2. NOTE: CARBON MONOXIDE DE11ECT0RS SHALL BE PROVIDED AS SPECIFIED BY CFC 915 AND ALL APPLICABLE SUBSEC110NS. 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Cl w ~ u w I u 0 0 • 0 0 0 EXISTING BREAKFAST ROOM EXISTING ROOM 0 w [i1 EXISTING FIRST FLOOR NOTE : EXISTING ADA GUEST UNITS AND PARKING IN COMPLIANCE WITH THE REQUESTED NUMBER OF UNITS ADA ACCESIBLE SECTION 118 OF CBC 2016 THEREFORE NO NEW ADA UNITS IN ADDTION. CJ i----=-0-----{J w PLAN SCALE 1"=4' ~ESSt GILB~LL CE 53464 6/30/20 0 w CJ t--0-----l EXISTING OFFICE - EXISTING BREAK RM NCP 18-0002 0 (f) z 0 (f) > w 0:: •• 0::: w z 3: 0 z <( _J Q_ 0:::: 0 0 _J LL 1- (f) (_'.) z -1- (f) X w OCI 0 ·O 0::: N Om _J O . w u<i:: I--u <( a.. a.. 0 0 I_<( U1 a.. ffi w co _J 0::: co 0::: <( co <( a.. I") u z (.') in w 0 0 w X () w I () - I 11 o 1r 11 o 111 u u "' . . 711 o I[ 11 o 111 u u 111 ° 11 ~~====-- @ . ij OlJ ' , ] cflr ~ ~ ::::::!] -1:====~ ~====l --}J , @l J1_ - 0 0 - c:'. 0 1~~11~======:-1 Jj -EXISTING SECOND FLOOR 0 - 0 -11 :1 0 c; ---------------~--------- -]O 11~~ PLAN SCALE 1"=4' ~ESS/~ I mn ~ fil GILBia'ro MILLOT t RCE 53464 P 6/30/20 ~ ~ .... 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UNIT SEE DETAIL 5 IN N-2 AMANA PTAC PTH093G 13' -3" 13' -4" 13' -4" 13'-4" 13'-o" 0 r __ 0 __ 7 r __ 0 __ 7 r __ 0 __ 7 r __ 0 __ 7 r------7 0 ~ :=-~ 0 ~ :=-~ 0 ---L ______ _i L ______ _J L ______ _i L ______ _J L ______ _J ~ -/ ~ -/ ~ ~ I~ I I UNIT-41 I UNIT-SI D D ()) I r--- ~ / ~ [\ MIC!. REF. I ® ~ ~ --- SATHI ilATH/ HOWEI BHOWEF :OMBO :OMBO ~ IQ 0 MIGi. D 0 0 REF. ' 18" STUCCO -~ COLUMN / ~ (0 ) I <{ < '-......L/ NOTE: A SINGLIE OR MULTI-STATION SMOKE ALARMS COMPLYING WITH UL217 SHALL BE INSTALLED IN ALL SLEEPING UNITS PER CFC 907.2.11. A MINIMUM OF TWO SLIEEPING UNITS SHALL BE PROV/DEED VISIBLE ALARM NOllFICAllON APPLIANCES llED TO THE IN-ROOM ALARM AND THE BUILDING FIRE ALARM. CFC 907.5.2.3.2. NOTE: CARBON MONOXIDE DETECTORS SHALL BE PROVIDED AS SPECIFIED BY CFC 915 AND ALL APPLICABLIE SUBSECTIONS. IUNIT-61 IUNIT-71 IUNIT-81 • □ □ ()) I r--- ~ ~ / 4' ~ A-7 1 / I\ / ® ® ® ----- lATH/ ~ATHI 3HOWEI HOWEI ~ :OMBO ~OMBO g MIC . 0 MIC 0 MIC 0 0 0 REF. REF I REF. 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PROVIDE CANOPY ,---,,'I,' _MATCH EXISTINC ,---r---;Pi,iRiiovr,□E CANOPY CLAY ROOF TILE I u MATCH EXISTING mw~~i PROVIDE FAUX WINDOW 4'x4' • "'!.~ FRAWIE TO MATCH EXISTING DESIGN ~ r--LI II II LI II r---,._ --.t_11111111111 11111.11 UH 111111 Lil I " " ' ' ' ' I -SLUMP STONE VENEER TO MATCH EXISTING ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ! ' ' 11111 111 ~I I II U 11 111111 1111 -J.....t Ill 1111 I.Ill 1-1 II -11 11 1111 I 1 . I 11 I! !I I '----SWMP STONE VENEER TO MATCH EXISTING I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ! e ' ' ' ' ' ' ' ' ' ill fl! ' ' ' ' IIlDD ' 7100 ' ' ' ' ' PROVlDE DECORATIVE -TRELLIS FOR CLIMBING- PLANTS ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' II 111 II II ' ' ' ' I ' ' r_..,_P;;Riiov.,.1□ECANOPY , u mrs TCH EXISTING II 11 11 11 JI I I r _ _,P;.Ro,,vi□E FAUX WINDOW 4'x4' ,.,,,l FRAME TO MATCH EXISTING DESIGN 11 II 11 I! " ' 11 I I 11 II 111 I 1 11 1 II 11 !I 11 I 11 I I 11 t I II ! I I I I l 11 11 f I fl 11 II I I II 11 II 1111 II I I I ·.• II ' II [j) U II ,. " PROVIDE DECORATIVE '-----TRELLIS FOR CLIMBING PLANTS r _7P'l,'ROVIDE CANOPY IV MATCH EXISTING r--\PciJiROYOVIDE FAUX WINDOW 4'x4' ..!.:·.:.: L FRAME TO MATCH EXISTING DESIGN II II II II It II r,111 llm 8888 IT]Cll][J i"i[J1][21 " ' ' II II I 1111 ' ' ' ' ' ' ' I ' ' ' ' ' " " II II 111 111 I 11 I 1111 1111 II 11 ti I I ' ' ' ' ' ' ' ' " ' NCP 18-0002 <'I .ay ROOF TILE TO MATCH EXISTING PROVIDE CANOPY , .., MATCH EXISTING PROVIDE FAUX WINDOW 4'x4' FRAME TO MATCH EXiSi'ING DESIGN " " " 1111 I II II II II ! II II II II II II II ' ' ' I ' ' ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' ' [] ' ' ' ' ' ' ' PROVIDE DECORATIVE ....__TRELLIS FOR CLIMBING PLANTS ....__STUCCOCOLUMN 18"\NIDE PROVIDE DECORATIVE ~TRELLIS FOR CLIMBING PLANTS (/) z 0 (/) > w a:: 0 _J w G: • • ~ w z 3: 0 (f) z 0 ~ <( > w _J w z () Vi w 0 0 w :,,: u w I u TILE ROOF TO MATCH EXISTING CLASS-A 24'-0" $ MAX HGT, -~ _l I ----_ -----I ---12 .---r-I l I ....J::::,,, 4r-= -----,/ I I I ---I I I I I I I -----~~ I I I I r- I I I I I I I I 1~ I I I I I I I ---I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I J I l I I l I I I max I I l I I I I I ·t-~ I I I /I I I I I I I I I I I I l I I ' I _l I I J I I ,1 ""' J ' ' I I I y I,,; I I I I I I I I I I I I I , I J. I ! I ' I I l I I I I/ I /. I I I I I I I I/ I :7 J I I l I I I , ,/. 1/ I , I I I I I I I /I ,,y # cc,71 J I I I I I /I W'I /, : ,£.-1/ I I _l I I I 1· ,Z : 1,/! :L ./ /I J I I I I v I . i /?i , , y I I J/ /. IY / , I J I J , I I I l I I I , I 'I I,, / I/ I I I I I I I / I ff ! C, / """71 / I I I I l I I / //11 1 '1 = / I l I I _l I I #11 I v, ~ 7 _; I I I I I I I I " !iv '.<I J A' I I I I I I I \ I , , V / I/ I I I I I _l I I \ I.,, / I .. I I I I I I I \ , /I / I I ' / ' I , SLUMP STONE VENEER TO MATCH EXISTING SOUTH ELEVATION TILE ROOF TO MATCH EXISTING CLASS-A I I I I I I I I I J I I • I I I I I I I I I I J I I J I I J I I I I I I I I I I I I I I I I I I J J I I /! I I /! I I J /! I l /! I I l I 1 I I I I I I I J I I " . . · . . . . I I 'I I .. I . I I I . I I I I I I I 1 I l I I I I J I I I I I I , I. I I .. I I I □ I I I l I I I J I I I I I I I I I I . I I I I I l □· . I I I I . I I I I I I I I ·. I I I I I I I I I I I I I I I I I . I I I I I I .. . ' NORTH ELEVATION SCALE 1/4" 1' • ~ N 'SI" • ' SEE DETAIL 5 IN N-2 SCALE 1/4" -1' I I I I I I I I I I I I I I I I I I I I I ' . I . I. I I I I I I· I I I I I I I i I I I I NCP 18-0002 ESS1~ GILB~LLO;\ CE 53464 "' 6/30/20 en z 0 en > w °" 0 _j w ii: • • 0:::: w z 3: 0 (f) z 0 I- <( > w _J w CX) 0 ·O 0::: N 00') ci O <( I-(..) (..) <( 0.. 0..00 _<( Io_cn (f) (f) w <D .....I 0::: <D 0::: <( <D <( 0.. I") (..) z CX) 0 . 0 I-0::: 0 OON 000> <( (..) • w 0.. <( (,!) (..) 00 0 0 0.. <( .....I CD 0 <D (f) z <D .....I 0 <D 0::: (..) I") <( w (..) 0 w z :,: Cl 0 iii w w I 0 0 / / ~ ' "" ' I I l!: ROOF PLAN ' ' SCALE 1'' 4' NCP 18-0002 ~ ~ESs/~ ~~ ~ "' ffl [J GILB TO MILLOT !iJ ~ RCE 53464 XP 6/30/202 ~ ~ -4 "1tp Q,-C#,..l~A (/J z 0 (/J > w Ir g w ii: • • a::: w z 3: 0 z <( _J Q_ LL 0 0 0:::: SHEETc OJ 0 ·O ~N Om _JO • w o<C 1--() <( a.. a.. 0 ~ I a.. m (/) (/) w co _J ~ co~ <( co <( a.. I"') 0 z OJ o •o 1-~o -ON 0 0 O O> <( () • -<( w a.. () c., 0 o_ 0 a.. _J Oco zco oco ()I"') w z Cl iii w 0 17-36 A-5 0 <( CD (/) _J ~ <( 0 0 w " 0 w I 0 R-38 INSULATION TYP. 1/2" DRYW LL 0 I co 2X4 DOUBLE PLATE TYP. 2 X 4 STUDS@ 16" O.C. TYP. ----,1-0 ' "'" N UJ 0... 0 1;-1--R-15 INSULATION TYP. _J Cf) 1 /2" DRYWALL WP:---1 2 X 4 DOUBLE --1-Y""----11-1 PLATE TYP. 9 2 X FIRE BLOCKING co 1/2" DRYWALL TYP.------ LL 0 0 0::: I DOUBLE JOIST UNDER BEARING J- WALLS TYP. s Cf) UJ 0::: ~ @CROSS SECTION NOTE: STAIRWAYS SHALL COMPLY WITH SECTION 118-505.10 AND 11B-504.4.1 co "' 3/8 ANGLE----.. 1.5 INCH CLEAR SPACE BETWEEN HANDRAIL AND WALL 1 1/4" DIA HANDRAIL CONTINUOUS NOSING BETWEEN . 75" AND 1.25" 12" 1/2" PLYWOOD ALL WEATHER SURFACE 1/2" CARR. BOLT 1/2 DIA RED HEAD DYNABOL T HN-1230 I.C.B.O. 1372 MIN EMBED. 1 7/8" 5/8" TYPE "X" GYP. TYP. 2X14 STRINGER TYP. SCALE 3/8"=1 '-0" 12" CONNECT TO WALL 3/4" PLYWOOD FLOOR JOIST SCALE 1''=4' WOOD POST-----1 WOOD DECK SHALL HAVE MOISTURE PERMEABLE FLOORS WITH IMPERVIOUS MOISTURE BARRIER SYSTEM UNDER THE MOISTURE PERMEABLE FLOOR WITH POSITIVE DRAINAGE. NOTE: THE PENETRATIONS OF ASSEMBLIES FOR PIPING, ELECTRICAL DEVICES RECESSED CABINETS, BATHTUBS SOFFITS OR HEATING, VENTILATING OR EXHAUST SHALL BE SEALED, LINED OR INSULATED OR TREATED TO MAINTAIN THE REQUIRED SOUND RATINGS WALKWAY 1/4"=1'-0" SLOPE 7/8"STUCCO 5'-011 2 X 4 DOUBLE TOP PLATE TYP. 2 X 4 STUDS@ 16" O.C. TYP. lt----1/2" DRYWALL TYP. 2X4 BOTTOM PLATE TYP. 'f co R-38 INSULATION yp ROOM -3/4" T & G PLYWOOD SUBFLOOR TYP. CEILING JOIST 112" DRYWAL b ' co NAILING: 6d @ 6"o.c. COMMON NAI 6d@ 10" o.c. COMMON NAI 7/S"STUCCO R-19 INSULATION TYP PARKING ROOF RAFTERS ~-CONCRETE FLOOR TILE ROOF 12 74 ROOM NEW5/8" TY "X" GYP. BOARITT,--___JI ALL WALLS AND CEILING OF GARAGE 7/8"STUC:.;g.._--ll NCP 18-0002 2 X 4 DOUBLE TOP PLATE TYP. 2 X 4 STUDS@ 16" O.C. TYP. ---R-13 INSULATION ---7/8"STUCCO rlt--2 4 BOTTOM PLATE TYP. TR TED 3 4Ib SELF FURRING MESH METAL ,--------.L..~L--.l---~------------~---_.1_ __________ 1___ __ --1e2s::iJ DIAMOND LATHWRA PPEDAROUND COLUMN COLUMN 3/4"GYPSU MSAND PLASTER ® COLUMN ONE HOUR 51------ GA-FC-5406 0 ~1/2" PLYWOOD 1----2X JOIST@16"O.C. ~--5/8" TYPE "X' GYP. CEILING ONE HOUR UL DES L501 CK6412 B @'====C=R===O====S==S======S;,,,:::;E~C==T===l~O~N~===s=aac=cA~L=E =3=;caa18= .. =-1,_0 .. ® ~LEVEL ROCK UNDERLAYMENT 1 "SUB FLOOR 1f-----2X JOIST@16"O.C. ~-5/8" TYPE "X' GYP. 3" THERMAFIBER SAFB ~5/8" TYPE "X' GYP. ~-5/8" TYPE "X' GYP. FLOOR ONE HOUR UL DES L501 CK6412 B ®SEPERATION WALL .-----5/8" TYPE "X' GYP. Nf----2X STUDS@16"O.C. L___5/8" TYPE "X' GYP. ©r---_C_R_O_S_S_S_E_C_T_IO_N__,,@ __ S_T_A_I_R_S ___ -=--sc-AL-E _112_"= _1,_0-,, BBN-760903 UL DES U327 G)_O_N_E_H_O_U_R_W_A_L_L UL DES U305 Cf) z 0 Cf) > w QC g w G: •• (f) z 0 -l-o w (f) z Cl iii w 0 17-36 0 w ~ u w I u BEAM 3X4 PRESSURE F'MND'Artdi& 8~ REDWOO□rYP. HOUSE F,!::8~ D #3 DOWELS @ 24" O.C PROJECT 20" INTO SL B DECK -- OOR --THRESHOLD FIN. FLOOR ROOFING RAFTER X BLOCKING X WALL X FACIA @_S_E_C_TI_O_N __ _ SECTION @_S_E_C_T_IO_N __ _ Simpson TYP. @ 24" O.C. G)-S_E_C_T_IO_N __ (N) (2)-2x4 TOP P (N) 3/4" THK. STRUCT-I OSB (N) 2x12 FLR. JOIS @12" o.c. (N) 2x FULL-HT. BLK'G @ 48" O.C. W/ 16d @6"0.C. (N) E.N. @ 6" O.C. /Lc;JI (N) 3'-6" TALL GUARDRAIL WALL W/ 2x4 STUDS @ 16" O.C. (N) 15/32" THK. STRUCT-I OSB SHT'G W/ 8d NAILS @ 6" O.C. AT EDGE AND 6" O.C. AT EA. STUD (N) (2)-SIMPS. 3/4"¢ x 7" LNG. SDS SCREWS @ EA. STUD COUNTERSUNK (N) 4x12 BEAM 011\ SECTION (l_yf------- X4 STUDS @ 16"0.C. Use every other nail hole in a row to provlde the code-required minimum center-to-center spacing for nails Provide minimum f end distance Equal number of specified nails in each end CUT • LENGTH · END . LE END · LENGTH Simpson Strong-ne LSTA36 ® SECTION 9 f------- BN:8d@6" C. 2X (FLAT) OUTLO KER @ 24" O.C. TYP. 2XCONT. RAFTER NOTCH FOR OUTLOOKER (2) 16d @OUTLOOKER EN:8d@6" U.N.0. I/III---A35@ ----.~Cl 24"0.C. U.N.O. 2X RAFTER 0--2X CEILING JOIST ____ o_L-;;-EILING FRAMING DOUBLE TOP PLATE ROOF RAFTERS 10d COM. @6"0.C. A35 AT 24" OC. SW SEE PLANS @_S_E_C_TI_O_N __ _ @_S_E_C_T_IO_N __ _ 2X4 STUD WALL FLOOR JOIS BEAM SIMPSON MSTC52 3.5x11.25 PARALLAM 2X12 FLOOR JOIST A35 AT 32" OC. ffi 2X4 STUD L 3X BOTT M PLATE <] SW SEE PLANS b==~~--E.N. A35---~I/ 2X4 STUD WALL <] SW SEE PLANS @f----S_E_C_T_IO_N __ _ (j).___s_·E_C_T_IO_N __ _ 2X4 PRESSURE T EA TED SILL PLATE OR FOUNDATION GRAD REDWOOD TYP. 2X4 PRESSURE TREATED SILL PLATE OR FOUNDATION GRADE REDWOOD TYP. NCP 18-0002 4X POST-------+-2X4 PRESSURE TR A D 0 0 0 0 (N) BEA 0 0 0 0 0 0 0 ' ' SIMPSON ' ' ECCQ44SDS2.5 00 4X6 POS SEE PLAN @_S_E_C_T_IO_N __ CBSQ66-SDS.,___ ___ ~, REBAR ® SECTION 5 e-------- 5/8" DRYWALL --._.11 --~/8" DRYWALL " THERMAFIBER SAFB FLOOR JOIST @f----S_E_C_T_IO_N __ F'/56-ND'P,Yi"olj& 8~~ E REDWOODrYP. SL.I\E!----.. ,p-==== LANDING #3 DOWELS @ 24 PROJECT 20" INT @f----S_E_C_T_IO_N __ ----------------------·--- ... -·; .. d. 1 . .,, ,t::f. -, 1 I I ~ml I , J ~ '· o.c. -11 SLAB -'ll '---~-' 2'-4" II 11-1 I . SECTION r--5/8" X 10" ANCHOR BOLT W/ 3"X3"X1/4" WASHER TYP. @ 6'-0" 0.C. (2 MIN PER PLATE & 12" FROM EA. END; t-:-~~-.-,·-:a.6'::-:-.-c-:;,=;:"'fj~~=~=::::;:l:.:sTUCCO SCREED ~---"--~ . ~ . co . .,, A:. 2'-411 <') (2) # 4 BAR TOP & BOTTOM TYP. G)f----S_E_C_T_IO_N __ _ GI TO MILLOT RCE 53464 6/30/20 (/J z 0 (/J > w Cl:'. 0 _J w G: • • 0::: w z 3: 0 (f) _J -<( 1--w 0 0 z w ::< G u in w w I 0 u 18 GA. METAL STUD 16" O.C. @ ALL BACKING STUD TRACKS TYP. 10 GA. 6" MTL. TRACK W/ LEGS CLIPPED & BENT @ EA. STUD. ATTACH TO EACH STUD W~ (3)-#10 T'r'f'E S12 SHEET TL. SCREWS l TO MIN. 3 STUDS TYP. EA. SID~----.--,,,..,,,.---B,-,,.,.---~ OF CHANNE 1 16 3 8 NOTE: BRIDGING ONLY REQUIRED AT WALLS GREATER THAN 8'-0" IN HEIGHT. AND AT LOCATIONS WHERE ONLY ON SIDE HAS GYP. BD. ---·TYPICAL METAL STUD ~r-1-1/2", 16 GA. 9/16" WIDI:. FLANGES CHANNEL STIFFENER 48" O.C. VERT. TYP. ------3/4" 16 GA. CLIP ANGLE Tb BE 1 /4" LESS THAN THE WID'rH OF STUD BEING SUPPORTED TYP. COMPRESSIO TRUTS: 2 1;'.2'' X 20 GA. STUD (~=0.419 ABOUT MINOR AXIS) MAX 7'-0" LO ATTACH TO MAIN RUNNERS W T/4" MACHINE BOLTS. CUT FLANGES A BEND WEB 9Q @ 2" MIN FR M i'OP END AND ATTACH TO STRUCTURE AB YE W/ 3/16' DIAM P.D.P. @ CONC. DECKS OR 2-#8 S.T.S. @ METAL DECKS W SUL tONC. NOTE: SEE® __ TYPICAL: GA. VERTICAL HANGER IRE @ 4'-0" EA. WAY TYPICA . 12 GA. BRACING WIRE ING DETAIL 14 BRIDGING DETAIL 13 FOR CONNECTIONS OF BRACING HANGER WIRES TO RUNNERS AND THE STRUCTURE ABOVE. 18 GA. METAL STUD 16" O.C. @ ALL BACKING STUD TRACKS TYP. 10 GA. 6" FLAT SHEET METAL BACKING ATT TO EACH STUD W~ (3)-#10~-TYPE S12 SHEET TL. SCREWS (TO MIN. 3 STUDS ING DETAIL EXIT SIGN EXIT •.-:..•,: . 2 NON-GLARE FINISH. CHARACTERS CONTRAST WITH BACKGROUND, EITHER LIGHT CHARACTERS ON ACKGROUND OR DARK CHARACTERS ON UGHT BACKGROUND. CHARACTER WfDTH-TO-HEIGHT RATIO BETWEEN 3:5 & 1:1 & STROKE WIDTH TO HEIGHT RATIO OF N 1:5 & 1:10. AISED SANS SERIF UPPERCASE CHARACTERS RAISED A MINIMUM OF 1/32". HEIGHT OF RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8", MAXIMUM OF 2". 15 CONTRACTED GRADE 2 BRAILLE WITH DOTS 1/10" ON CENTERS WfTH 2/10" SPACE BETWEEN CELLS & A MINIMUM OFF 1/40". MOUNTED ON WALL ADJACENT TO LATCH OUTSIDE OF TIHE DOOR OR NEAREST ADJACENT WALL, ABLE ON RIGHT. TING HEIGHT IS 60" ABOVE FINISHED FLOOR TO CENTER OF LINE OF SIGN SO CAN BE APPROACHED N 3 INCHES WITIHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN SWING OF A DOOR. ACTILE EXIT SIGN ..------16 GA. STUDS @ 16" O.C. 6"x16 GA. BACKING PLATE SEE ~ (TYPfCAL @ EACH FLANGE) ~ (ACROSS 3 STUDS MIN) '--_./ WALL MATERIAL - SEE FINISH SCHEDULE 1 1 /4"Ll STAINLESS STL GRAB BAR- ATTACH TO BACKING W/3 #12x2 1/2" -~~ STAINLESS STEEL, SELt=' TAPPING NOTE: SEE ELEVATIONS FOR -F.H.S. LENGTH AND POSITION OF GRAB BARS RAB BAR DOOR AND FRAME BEYOND-SEE SCHED. RESILIENT FLOORING ' . ' .,,, -_.,:, , _., . : ·, METAL EDGE 0:: (/) 0 cc Oo □o wO G "' z <( U) 0. •';_;. co-...... "' - <i_ OF DOOR SCALE: 1 1/2"=1'-0" 10 1 1 HRESHOLD SCALE: 3"=1 '-0" 1 2 WALL @ CORNER CONDITION ~%_,SrCURS -~ 7~- • I") ::111------_::-.::_~TL. STUD WALL -THROAT DIMENSIO~ = WALL THICKNESS + 1 /8 WALL MATERIAL -SEE WALL SYM. lh=l.====,;ll It-----& FIN SCHEDULE ~-+~-~-=Ji;;Jl 1-..___---I HEAD FRAMING -N ~ SEE WALL FRAMING DETAIL E9 cj. • 0 Zw W::r:: "-o OU) = " "Z" ANCHORS @ 24" O.C. MAX. 6" FROM ENDS MAX. -TACKWELD TO ---FRAME & STUD BOTH SIDES --16 GA. HOLLOW METAL FRAME cc w Ow OU1 □ 1 ~l--f'it_'_' ---,DOOR-SEE SCHEDULE OR PLAN DOOR FRAME-HEAD/JAMB 8-001 SCALE: 3"=1 '-0" = = --- \ I 6 YPICAL LAY IN CEILING SUPPORT 9-005 . . :. ·:,_ ·: :~ ·. ·.• .. · · ·. ' ' ~--(E) CONG. STRUCTURE 1 1/2" MAX. TYP @ All HANGER &SPLAY WlRES 3/4"x3/4"x12 GA. CLG. CUP W/ 0.145"U P.D.P. 1 1/8" PENETRATION #12 HANGER WlRES @ 48" o.c.• * S OF 4-#12 SPLAY WlRES (ONE S ) ONE PER EA. N.T.S. (E) FRAMED OPENING INFILL (E) OPENING WI 518" x20. GA. STL stuDS @ 16 o.c. ,. X I 'SEE TYP. LAY-IN PANEL CEILING NOTES DETAIL 8 CROSS TEE. PER MAIN RUNNER 1" Wx2"Lx12 GA. BENT -"----PLATE W/ 3/8" 0 / CONG. EXP. BOLT- 2-MIN EMS. (N) BOTTOM TRACK SECTION TO MATCH EXISTING --- __,.-./ \ I ' -~-~ ~ =~~ V (E) OPENING (N) STUDS @ (E) WALL OPENING N.T.S. TYP. @ ..., EACH STUD 1 1 1 2 ALTERNATE CONNCTION @ J 16 GA. STUDS ONLY METAL STUD TYP NOTCH BACKING @ EACH STUD TYP 0 0 BACKING 6"x16 GA. UNPUNCHED TRACK ACROSS 3 STUDS MIN. AND TO THE NEXT STUD PAST TIHE ENDS OF TIHE SUPPORTED OBJECT. 3-#8 S.T.S. @ tACH STUD 7 --MAIN RUNNER '-----l-CROSS TEES 1HROUGH CONNECTOR T CAL SUPPORT WIRES @ CROSS TEE'S 1. VERTICAL HANGER WIRES SHALL BE #8 GALVANIZED 2. MAIN RUNNERS SHALL BE 1-1/2" CHANNELS, 1.12 LB/TT. MINIMUM HOT ROLLED 3. CROSS-FURRING SHALL BE 7 /8", 25 GA. GALVANIZED HAT SECTIONS AT 16" O.C. 4. HANGERS SHALL BE SADDLE TIED AROUND MAIN RUNNERS TO DEVELOP TIHE FULL STRENGTIH OF THE HANGERS 5. CROSS-FURRING SHALL BE SADDLE TIED TO TIHE MAIN RUNNERS W/ ONE STRAND OF NO. 16 OR TWO STRANDS N0.18 GAGE TIE WIRE 6. MAIN RUNNERS SHALL BE SPLICED BY LAPPING AND INTERLOCKING TIHE PIECES 8" MIN. AND TYING NEAR EACH END WITH DOUBLE LOOPS OF NO. 16 GAGE WIRE 7. CROSS-FURRING SHALL BE SPLICED BY LAPPING AND INTERLOCKING THE PIECES 8" MIN. AND TYING NEAR EACH END WITH DOUBLE LOOPS OF NO. 16 GAGE WIRE 8. A MAIN RUNNER SHALL BE PLACED WITIHIN 8" OF PARALLELING WALLS 9. TIHE ENDS OF MAIN RUNNERS AT WALLS SHALL BE SUPPORTED BY HANGERS 8" MAX. FROM TIHIER ENDS BY VERTICAL HANGERS TO. SHEET METAL SCREWS SHALL BE 1-1 /4" HI-LO TYPE S BUGLE HEAD SCREWS SPACED AT 12" O.C. MAXIMUM. SCREW EDGE DISTANCE IN GYPSUM BOARD SHALL BE 3/8" MINIMUM. T""'ffl§li'.""""--l---::-°1 11. SPLAY WIRES SHALL BY NO. 12 GALVANIZED. ALL SINKS/EQUI PMENT/ALL SHEL ING GRAB BA• RS N.T.S. 8 12. A SET OF 4 SPLAY WIRES SHALL BE PROVIDED FOR EACH 8'x12' AREA. FIRST SET OF SPLAY WIRES SHALL BE 4'-0" FROM ANY WALL WIRES SHALL BE TAUGHT WITIHOUT CAUSING CEILING TO UPLIFT AND SHALL BE 90 TO EACH OTIHER IN THE 0:: __J u... z u... 0 I- a 0 I WOMEN .,., 1 / 4" THK ACRYLIC PLASTIC HORIZONTAL PLANE. W/ SMOOTIH EDGES. COLOR TO Bt SELECTlED BY ARCHITECT. 13. SPLAY WIRES SHALL BE LOCATED AT INTERSECTION OF MAIN RUNNER AND CROSS 0:: __J u.. z u.. 0 I- a 0 I MEN 'ic, FURRING MEMBER. 14. ALL CEILING WIRES SHALL BE SEPERATED BY AT LEAST 6" FROM UNBRACED DUCT, PIPES, CONDUITS, Etc .. 15. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OF PLUMB SHALL HAVE COUNTERBRACED WIRES. 16. FASTEN HANGER WIRES WITIH NOT LESS TIHAN 3 TIGHT TURNS FASTEN SPLAY WIRES W/ 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITIHIN A DISTANCE OF 1-1/2 INCHES. 17. WHEN DRILILED IN CONCRETE ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 LBS. OF TENSION. WHEN DRILLED IN CONCRETE ANCHORS ARE USED FOR SPLAY WIRES 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 LBS OF TENSION. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR SPLAY WIRES. IF ANY SHOT-IN OR DRILLED-IN ANCHOR FAILS, ALL ADJACENT ANCHORS MUST BE TESTED. 18. ALL RECESSED OR DROP-IN LIGHT FIXTURES SHALL BE SUPPORTED DIRECTLY BY MAIN RUNNERS OR SUPPLEMENTAL FRAMING WHICH IS SUPPORTED BY TIHE MAIN RUNNERS. 19. SURFACE MOUNTED FIXTURES SHALL BE ATTACHED TO A MAIN RUNNER WITIH A POSITIVE CLAMPING DEVICE MADE OF MATERIAL WITIH A MINIMUM OF 14 GAGE. ROTATIONAL SPRING CATCHES DO NOT COMPLY. RESTROOM DOOR SYMBOLS 9 TYPICAL GYP. BO. CEILING NOTES 9-009 N.T.S. 1 /2 FUL 5 NCP 18-0002 LINE OF STRUCT ABOVE . LINE OF TOP TRACK @ @ FULL-HGT. WALLS NON-FULL-HGT. WALLS I I I I I I > I I I I I I I I I OPTIONAL 3/4" :HN'L --) STIFFENER @ 5 !-o" ,.-16 GA. "HEADER" TRACK O.C. UNLESS F L BRIDG'S IS REQ DBL. @ OPNGS. OVER .f/ 4'-0" BUTT FLANGES \ c== \ = NOTCH W:BS AND TYPICAL ;f /16 11-1~ FASTEN TAB-FLANGES " BOT~ SIDES TO KING STUDS W/ r-.::: . /2"-1-#8 S. T.S. @ EA. ------- TYP. KING STUDS END TAB TYP@ BOTH DBL. 16 GA. STUDS ..... ~ ENDS ( I -7 W/ BUTT FLANGES. '-..... METAL STUDS @ 16" o.c . ✓ TYPICAL TTT 1/16 14-12 BOTH SIDES 0.1,7¢ HILT! P.D.P. ~-TYP.KING STUDS @ @ 24" O.C. & 2" FROM ENDS HINGE SIDE OF DOOR (ICII° #2388) 11 '- I I 11 @:ESS/~ cJ7n ~ GILBEJt)O MIULOT t RCE 53464 6/30/202 ,.. ... FRAMES: DBL. 16 GA . STUDS W/ BUTT FLANGES, , ' ' .. I ~LOOR LINE __.)" r TYP. FRAMING @ OPENING~ TYPICAL WALL FRAMING ELEVATION 5-003 SCALE: 3/4"=1'-0" CONT. 16 GA. DEEP LEG TOP TRACK COND. @ FULL - HGT. WALL FOR FIRE WALL COND. SEE ~ A9.01 '---/ 2e"¢ TIHRU BOLTS W/ NUTS & WASHERS At WALL SUPPORTING WALL MOUNTED CABINETS 16 GA. CONT. TOP TRACK NOTE: PROVIDE BRIDGING @ WALLS WITH WALL MA rL ON ONE SIDE ONLY AS PER ~ CONC. FLOOR SLAB '---/ SEE NOTE "A" BELOW ROOF OR FLOOR DECK ABOVE J r--7 e / 3"x3"x9"L.x16 GA. STL ANGLE 16 GA. STUD KICK BRACE @ 48" O.C., ~.,l'------EITHER WAY MAX. 45" ABOVE HORIZONTAL -~---ri" X 1i" X 16 GA. CLIP ANGLE W/ (2)-#10 S.T.S. EA. TO KICK BRACE AND TO TOP TRACK NOTE "A": 2-e"¢ "REDHEADS" TRUBOLTS EXPANSION ANCHORS (MIN 1i" EMBED.); OR 2-3/8"¢ TRUBOLTS (MIN. 3" EMBED.) --AT WALL SUPPORTING WALL MOUNTED ~ EXPANSION ANCHORS SHALL ICBO REPORT #1372 "---CLG. SEE REF. CLG. PLAN WALL MATERIAL-SEE FIN. SCHED.- L-----DO NOT FASTEN TO TOP TRACK @ FULL HGT. WALL STEEL STUDS @ 16" O.C. -20 GA. FOR SPANS UP TO 14-0" 16 GA. FOR SPANS GREATER TIHAN 14'-0" AND @ FRAMING AROUND OPENINGS & WALLS 0 WITH BACKING PLATES. DO NOT FASTEN TO , _..tl_-1-------DEEP LEG TRACK @ FULL HGT. WALL ---CONT. BOT. TRACK -GA. TO MATCH STUDS W/ 0.177"¢ POWDER DRIVEN PINS @ 24" O.C. W/ 1T" EMBEDMENT (HIL Tl PDP ICBO #2388) -4Jl-----#8 S.T.S EA. SIDE, TYP. @ EA. STUD NOTE: ALL STUDS 3 5/8" DEEP U.O.N. PLANS TYPICAL WALL FRAMING SECTION (/) z 0 (/) > w O'.'. 0 _J w G: • • 0:::: w z 3: 0 (f) _J <( 1--w 0 SHEET, z 0 vi w 0 17-36 A-8 0 w c,'. 0 w I 0 > WALK PATH TO(E)HOTEL I I I I I I I I I I I I a. :::, -+-+-+--I STORAGE ( \_ I- <E:33~ / ~ 1 HR RATED /WALL ~ ~ _, \A-6'y fl ®)------'q/; 1 HR RATED WALL ------\ 1il 1 I I \ \ I - - -- '--- NCP 18-0002 --7 I I / \ 60" \ I ~ I r::l---'s;:·" ___ ___JL_ __ o::::,r-----1._.J.__ _____ ___JL__ _____ _L_ _____ __.L_L _____ -----1 ______ ...1_ _____ _L_j__ _____ _j_ ______ J_ _____ _J__j ~ "' - 01 / 1 HR RATED W1>il. -'"' \ )..__ ---·, I I , 'V I I I \ ---------------'( ) ------- HEAT/AIR COND. UNIT / AMANAPTAC ----' PTH093G EACH UNIT ----------< I I I I I I I GFCI '-./ { D. ear Cl "' ( ------GPC \ 1 300AMP ELECTRICAL PANEL 300AMP ELECTRICAL PANEL GROUND FLOOR POWER LAYOUT LEGEND ELECTRICAL DUPLEX OUTLET GFCI qjl GROUND FAULT INTERRUPTER DUPLEX OUTLET y MOTION SENSOR !ex1rl EXIT SIGN/LITE W/EMERGENCY BATTERY PAK $ LIGHT SWITCH +4'-0" -Q-SURFACE MOUNTED INCANDESCENT LIGHT ~ CARBON MONOXIDE ALARM DIRECTLY WIRED NO DISCONNECl =I <I 2X4 FLUORESCENT LIGHT FIXTURE 3-LAMP LITHONIA 242-120-2S TV LOCATION/CABLE ' O<l 0 NOTE: STEEL ELECTRICAL OUTLET BOXES AT FIRE BARRIERS SHALL -· - NOT EXCEED 16 SQ. IN. & SHALL NOT EXCEED 100 SQ. IN. PER 100 SQ. FT. OF WALL AND SHALL BE SEPARETED BY A HORIZONTAL DISTANCE OF 24 IN. WHEN ON OPPOSITE WALL NOTE: ALL GUEST ROOMS SHALL BE PROVIDED WITH TAMPERPROOF RECEPTACLES NOTE: ALL OUTSIDE LIGHTING FIXTURES ATTACHED TO THE BUILDING SHALL BE HIGH EFFICACY BE MANUALLY ON/OFF, MOTION SENSOR AND PHOTOCELL CONTROL IN ACCORDANCE WITH 2016 CALIFORNIA ENERGY STANDARDS Q . . . . . ~ [u Q Q g , SCALE: 1/4" = 1'-0" LEGEND 4'-0" FLOURESCENT LIGHT RECESSSED RECESSED DIRECTIONAL INCANDESCENT LIGHT SURFACE MOUNTED INCANDESCENT LIGHT 25WWASH TYPE LIGHT CEILING MOUNTED EXHAUST MECHANICAL VENTILATION DAYTON WALLMOUNT EXIT SIGN/LITE W/EMERGENCY BATTERY PAK LIGHT SWITCH DIMMING LIGHT SWITCH W / CAPABILITY OF 10 -100% IN ACCORDANCE WITH TABLE 130.1-A ENERGY EFFICIENCY STANDARDS 2016 WALL MOUNTED OCCUPANCY SENSOR PENDANT LIGHT STRING LITES @ CEILING ABOVE CANOPY@ 36"C.C. STRING LITES UNDER CANOPY@ 36" C.C. TELEPHONE EXTERIOR FAN TRACK LIGHTING - CONTRACTOR TO VERIFY 111TH SO. CA. EDISON IF 2-PARALLEL SERVlCE DROP IS PERMITTED 2-PARALLEL SERVlCE DROP 240/120 1¢ 2-2" RMC 3-#350 cu/Ea. 2" RMC 6"X6"X24" SQUARE D NEMA TYPE 3R \\1REWAY -- -- (.) "' "' ~ I - I I ... ~ -u I O·o :J ~[() 0 '~('.I 0 ""' +II N,..,_ ~ "' g (.) ~ 50 z " 0 "" (.) I " z (.) ::, > 0 o._ "'' <> - I I "~ -- " -u "' 00~ "' ~ 1.0 0 ~ 'I"')~~ 0"" I + I I -"..., - / "' 0 I-(.) ~ ::, u " 5~ o I " (.) z> 5 (L ~~ RISER \\1RES TO BE TIED TOGETHER AT GUTTER 111TH 2-HOLE NEMA SPADES iS) ~11-0fESS/~ ff! ~ ~ -z; G3 GILB O MILLOT g:: °'" RCE 53464 ;a XP 6/30/202 ,S,_;. -:-...~ C'l(f" OF CAL I I'~ 2 -2" RIGID CONDUIT 6"X6"X24" SQUARF __ n~ NEMA TYPE 3R \\1REWAY EATON 300AMP HOUSE PANEL NEMA 3R 120/240V MOD. HP816P400BSL-8/16 DISTRIBUTION 1-,#2/0 cu J--' EATON 300AMP HOUSE PANEL NEMA 3R 120/240V MOD. HP816P400BSL-8/16 DISTRIBUTION #4 cu BONDING CONDUCTOR COLD WATER LINE GROUNDING ~~ ELECTRODE ~.w/ JJ2 ID cu CONDUCTOR CONDUCTOR / __, / ON A 1" .!::P.!!VCe__p-,_______ PIPE ---~ / i,./ ./ j 3/4" SCUD COPPER 10' LONG DK, vcN INTO EARTH AT LEAST 8'. ,_ ·,1)' / I I \ ' ' \ ' ! i V (CLAMPED TO GROUNDING ./-ELECTRODE) i.------ 3/4" SOLID COPPER ROD-10' LONG DRIVEN INTO EARTH AT I.EAST 8' BOND BOTH RODS W/#4 cu CONDUCTOR --.._ __ CONNECT TO GROUND ELECTRODE WITH LISTED GROUND CLAMP --- SINGLE LINE DIAGRAM ==-·-~TING REBAR' ----~ -~ _\-_J~.J.!rl'~''CRETE FOOTING ELECTRICAL PANEL "A" PANEL ______ _ TYPE FLUSH/UNDER GROUND LOCATION HOUSE AMPS POE LOCATION ;:n MISC. 50 1 )UTLETS 480 20 1 SPARE - 15 1 OUTLETS 1500 20 1 NC 600 15 1 BATH RM. PLUGS 1980 20 1 LIGHTS 480 20 1 SPARE - 20 1 LIGHTS 2196 co L ~:R. 0. 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 16956W PHASE TOTALS TOTAL WATTS 35,706 NOT TO SCALE PHASE 1/0 3 \/\!RE VOLTS 120/240 MAIN 300 AMPS AMPS 300 MOUNTING FLUSH LOAD A 8 CIR. LTS. O.M! C NO. CIR. WATT LOCATION POLE 2 480 OUTLETS 1 4 OUTLETS 1 6 600 NC 1 8 1100 LIGHTSJSTORAGE 1 10 9t0 OUTLETS 1 12 3960 LIGHTS 1 14 1980 LIGHTS 1 16 18 20 22 24 26 28 30 32 34 36 38 40 42 L.C.L.=700@ 120= 18.750 AMP 20 20 20 15 20 20 20 RAISER DIAGRAM ELECTRICAL PANEL "B" PANEL _________ _ TYPE El llSH/\INPFR GROlJND LOCATION HOUSE AMPS POE LOCATION c,e WAT MISC 20 LIGHTS 480 20 1 SPARE - 15 1 LIGHTS 1500 20 1 NC 600 15 1 FAN 1980 20 1 FAN 4"0 20 1 SPARE - 20 1 LIGHTS 2196 co L .PR. ,o 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 11650 W PHASE TOTALS TOTAL WATTS 26,320 NOT TO SCALE PHASE 1/0 3 \/\!RE VOLTS 120/240 MAIN 300 AMPS MOUNTIN~ FL" H AMPS 300 LOAD CIR. LTS. O.MI C. A 8 NO. CIR. V'.'.A.TT LOCATION 2 480 FAN 1 4 LIGHTS 1 6 600 EXTERIOR LIGHTS 1 8 100 SIGN 1 10 910 LIGHTS 12 3960 LIGHTS 14 1980 LIGHTS 16 18 20 22 24 26 28 30 32 34 36 38 40 42 L.C.L.=700@ 120= 12,350 ~OLE AMPS 20 20 20 15 20 20 20 Ci _j w ;: en z 0 en > w 0:: . . O::'. w z 5 0 f- ~ 0 >- <( _J u::: w 5 0 CL SHEET: OJ 0 ·O 0::: N Om 0 -u -<C u z OJ 0 . 0 f--0::: 0 ON 0) 0 Oo -<C u . w c..'.) --<C °-u 00 0 0 Q_<( __J OJ 0 lOUJ Z lO __j 0 lO 0::: u f'0-<( w u Ci w z ::,: C, () in w w I Ci () 17-36 A-9 NCP 18-0002 -HEAT/AIR COND. UNIT ___ HEAT/AIR COND. UNIT / I ,,,----------- HEAT/AIR CON □. UNIT ~--AMANA PTAC PTH093G EACH UNIT ---.. --VV.!:{ )-----GFl ~--AMANA PTAG .-AMANA PTAC ---f--p:_~O~H~ __ -; _PDm,G.EACH UW1+------/ -----r--------f --( )'fific I I \ I I Dq_w';N-,. -1-+-i \ HEAT/AIR COND. UNIT AMANA PTAC PTH093G EACH UNIT \ - I I I I I 7 ] ~ r I y ' __J HEAT/AIR COND. UNIT AMANAPTAC PTH093G EACH UNIT I ~'--------~ ,7"--...U. 'r __ ..----=, =T J=-----l+-(l___:::_===--.._...!:;::__J =@= \ 1-- I \ '~ ELECTRIC LOAD'CALCUl'.ATION 3666'Pio Plro:orwe--·s unit Motel Expll.l:!Siori fffi'ST l'LOOR SPAc:£ are~kfast 1©;'0¥!1. rood Prep. Ro'om' 'stairs &,Stt,rnge S.ECONOl'lOOR UNIT UNIT':!. Ut.!!T.2"8 S.TOR,d,GE RdO,M UTILITY ROOM STAl:RS'& 13Al£0NY BlDG TO;TALS NOTES: 2VA/'Sf UN.ff LIGlfT!~ SMAlt.:APPL. OIBEe OHIER, COM80A/C AREA LOAD(VAJ l0AD(VA) EQUIP. MOTORS HEAmtUNJT 44'!1-''" aooo l:800 '50 450 3000 1500 1800 '20 360 1500 3000 0 0 71' 1690 6000 300r ·3000 ,000 106SS ,v uwrr LIGHT1NG SMALL APPL OTHER "'""' COMSOA/C AREA LOAD{VA.) lriAD-(VAJ EQUW. M.proRS HEATEIWNIT ' 1'062 '500 1$00 "56 5768 · 1'.0500 :12600 2 "' 3000 0 "' '" '500 ,1'600 '500 "" 2'20 3000 0 ' 0 31..-11298 16500 1800 4500 14400 h,i\'. ;·,,·;,-CC !, UGtiTING T.1-!E FIRST201WA'sPER'NfC ~ OEl\11AND L:· /~~~\;; !+71~ LOAD 2:0KTO.lOOK IWA'.s 40% DEMAND .• (~ <)~\,; ,_;;·;':_6 OTHER NON FIRST lllK\lt..'s-OR.LESS 100% DEMANO; DWELLll\lG-LbADS RENil\1NOE'R OV-ERuiKIIA's Sim, bfMAND Per NEC Sei:,220.SZjCfl5} PWS11/C !.PADS 40'!'o-DEMAND □-nzwrr~ , e tzr:fFlflf!I -CQO_~Gs\1-k(ii.zi;_s RANGE AT FO:Qo:PREPRAJION ROciM TH·El{E;WJLL,S"E /\lD'CociK,IN,G, DISHVifASKER."O'RW AST0E D1!5P05AI. ON ANY· 01' TH _I; u~ns -.u\LCUIA1lONS'A5SUMEA. +11--5:JO WATTS PAR:KIN_G JJGHTS IJ>f AOOITIPN TO GENERA[RESERVE LIGHTING OF 3000..-a AND A 20 arilp-LOAD F.OR'00CASIONAl: REP.Al RS. _HOT BLACK LINE 110V -NEUTRAL WHITE SENSOR RELA y CURRENT OSA20 -R00 CONSUMPTION 1.2/110=0.11 mA + 50m A = 50.11 mA < 150mA HOT BLACK LINE 22.0 V NEUTRAL WHITE l L - ) 0 ( ~ - ~ ' oS BLUE BLUE BLACK - - - BLUE WP G_FIC RED (24VDC) BLACK BLUE _ OSP20-RD0 POWER PACK ~ - WHITE ' \ J I J ( ( I o( ~ RELAY ~ OSA20-R00 LEVITON ~ (_Q) BLUE CAPTIVE CARO [> <] =€f==r \ I I I Jil .-------'/--I ..___,_\ - L l -; \- / \ "' ----------'D ( ,I I I l 7 I ~ \ \ \ I ft~ fe~ ( \ \ / ~f ,c:::::;:::_;:::===~1 t=::1====:::::::-i__r--':---;:::::::J I \ / "" ~-, ----------Ge.,. Fto't-1 -- ,I ' 1 L )> 7' \ \ I [ r l I --I I -/- ---------- -{ D-~ -/--FIC SECOND FLOOR POWER LAYOUT NC BROWN ~COMMON GREEN NO BROWN/ WHITE ~ HVAC SYSTEM RED LEVITON □ HKSWP-ODK Load RED 1.2W@ 120V _, BLUE NC BROWN COMMON GREEN -NO BROWN/ WHITE ~ HVAC SYSTEM BLACK TPAC OUTLET ~ - - . ~ ~ ~ Local Load ! Neutral Load ! Neutral Load I Neutral OFF UGH T Switches I I I I I I I I I I I I I I I I Contr oiled receptacles e the room insid CONTROL SYSTEM SCALE: 1/4" = 1'-0" LEGEND ELECTRICAL DUPLEX OUTLET (jjl GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET MOTION SENSOR EXIT SIGN/LITE W/EMERGENCY BATTERY PAK LIGHT SWITCH +4'-0" -¢-SURFACE MOUNTED INCANDESCENT LIGHT CARBON MONOXIDE ALARM DIRECTLY WIRED NO DISCONNECT 2X4 FLUORESCENT LIGHT FIXTURE 3-LAMP LITHONIA 242-120-2S <] TV LOCATION/CABLE NOTE STEEL ELECTRICAL OUTLET BOXES AT FIRE BARRIERS SHALL NOT EXCEED 16 SQ. IN. & SHALL NOT EXCEED 100 SQ. IN. PER 100 SQ. FT. OF WALL AND SHALL BE SEPARETED BY A HORIZONTAL DISTANCE OF 24 IN. WHEN ON OPPOSITE WALL. NOTE: GUEST ROOMS SHALL HAVE CAPTIVE CARD KEY CONTROLS OCCUPANCY CONTROLS OR AUTOMATIC CONTROLS SUCH THAT NO LONGER THAN 30 MIN AFTER THE GUEST ROOM HAS BEEN VACANT DISTANCE OF 24 IN. WHEN ON OPPOSITE WALL. NOTE: ALL GUEST ROOMS SHALL BE PROVIDED WITHTAMPERPROOF RECEPTACLES NOTE: ALL OUTSIDE LIGHTING FIXTURES ATTACHED TO THE BUILDING SHALL BE HIGH EFFICACY BE MANUALLY ON/OFF, MOTION SENSOR AND PHOTOCELL CONTROL IN ACCORDANCE WITH 2016 CALIFORNIA ENERGY STANDARDS O<J ~ 0 2 0 0 0, LEGEND 4'-0" FLOURESCENT LIGHT RECESSSED RECESSED DIRECTIONAL INCANDESCENT LIGHT SURFACE MOUNTED INCANDESCENT LIGHT 25WWASH TYPE LIGHT CEILING MOUNTED EXHAUST VENTILATION FAN WITH SHUTTER 10" 3 SPEED WITH HARDWIRE EXIT SIGN/LITE W/EMERGENCY BATTERY PAK LIGHT SWITCH DIMMING LIGHT SWITCH W / CAPABILITY OF 10-100% IN ACCORDANCE WITH TABLE 130.1-A ENERGY EFFICIENCY STANDARDS 2016 WALL MOUNTED OCCUPANCY SENSOR PHOTOCELL CONTROLLING SWITCH PENDANT LIGHT STRING LITES@ CEILING ABOVE CANOPY @36"C.C. STRING LITES UNDER CANOPY@ 36" C.C TELEPHONE EXTERIOR FAN TRACK LIGHTING ESS1~ TO MILLOT CE 53464 6/30/202 " (I) z 0 (I) > w 0:: 0 ...J w G: u:: w z 5 0 f- =:) 0 >-<t: _J er:: w 5 0 O__ er:: 0 0 _J LL_ 0 z N co 0 ·O 0::: N 0 CT) _JO . w u <( I--u <( o_ o_ 0 IO<( c.n o_ ffi w c..o _J 0::: c..o 0::: <( c..o <( o_ nu z l? in w 0 0 w :,,: 0 w I 0 NCP 18-0002 ---------------------------------------------------------------------------,---7 I ,,,--- [ I -------..-..-= --::a-I , ')-------I I / ~ - / ------------- I ---r ~ I OS ---------~ ---------~ -r 't~ ·---------1------------ I --- \ I I / / I ◊ -I I I I I \ I I I I I \ I I I I I I I I I OS I -I I I I ,, --I I I I " 0 --------I !'.P " I _o ---e ~ I I I I --....... \ -EJ~ \ " --------I --"' \ . WALK PATH I ' ' ' ' ' ' ' \ \ TO (E) HOTEL \ ~ \ \ - \ "1;-l \G-_ d, ~-I 1/ I so"~ ~ "' / '---/ I /1 I I (!j\ / I 01 u/ I \ I I // ~ I c6 .J ◊ ----I / I I - / I --I I ~--4 = / '\ I I I / ' I ' ~ I I ✓-"'-\ ~ I @/ '@ \ -EJ ~ I \ I GROUND FLOOR LIGHTING LAYOUT SCALE: 1/4" = 1'-0" ---- y ------$---------------------- LEGEND ELECTRICAL DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET MOTION SENSOR EXIT SIGN/LITE W/EMERGENCY BATTERY PAK LIGHT SWITCH +4'-0" ◊ SURFACE MOUNTED INCANDESCENT LIGHT -- [9j,1 CARBON MONOXIDE ALARM DIRECTLY WIRED NO DISCONNEC 2X4 FLUORESCENT LIGHT FIXTURE 3-LAMP LITHONIA 242-120-2S <] TV LOCATION/CABLE NOTE: STEEL ELECTRICAL OUTLET BOXES AT FIRE BARRIERS SHALL NOT EXCEED 16 SQ. IN. & SHALL NOT EXCEED 100 SQ. IN. PER 100 SQ. FT. OF WALL AND SHALL BE SEPARETED BY A HORIZONTAL DISTANCE OF 24 IN. WHEN ON OPPOSITE WALL. NOTE: ALL GUEST ROOMS SHALL BE PROVIDED WITH TAMPERPROOF RECEPTACLES NOTE: ALL OUTSIDE LIGHTING FIXTURES ATTACHED TO THE BUILDING SHALL BE HIGH EFFICACY BE MANUALLY ON/OFF, MOTION SENSOR AND PHOTOCELL CONTROL IN ACCORDANCE WITH 2016 CALIFORNIA ENERGY STANDARDS ---- CXI ___ --v-_____ -------- LEGEND 4'-0" FLOURESCENT LIGHT RECESSSED RECESSED DIRECTIONAL INCANDESCENT LIGHT SURFACE MOUNTED INCANDESCENT LIGHT 25WWASH TYPE LIGHT CEILING MOUNTED EXHAUST VENTILATION FAN WITH SHUTTER 10" 3 SPEED WITH HARDWIRE lEXITl EXIT SIGN/LITE W/EMERGENCY BATTERY PAK 0 0 0 0 0 LIGHT SWITCH DIMMING LIGHT SWITCH WI CAPABILITY OF 10-100% IN ACCORDANCE WITH TABLE 130.1-A ENERGY EFFICIENC STANDARDS 2016 WALL MOUNTED OCCUPANCY SENSOR PHOTOCELL CONTROLLING SWITCH PENDANT LIGHT STRING LITES @ CEILING ABOVE CANOPY @ 36"C.C. STRING LITES UNDER CANOPY@ 36" C.C. TELEPHONE EXTERIOR FAN TRACK LIGHTING -- ~ ------$-_,) -- ~ofESSt ILB~ILL 53464 6/30/20 (/) z 0 (/) > w n::: 0 ...J w G: •• a::: w z 3: 0 C) z I- I C) __J et:: 0 0 __J LL 0 z =:) 0 et:: C) SHEET: z (.') cii w 0 17-36 A-11 0 w :>'. 0 w I 0 NCP 18-0002 --------------------------------------mi mi ----------------------G---___ ---<1)--__ ------~---G-=-----_-_-@-_ ---0----.___ ~~ ---_./' -------------------------:;:r------/ I OS! I OS I ~ ,--1 I ~ ~D ~D ~D I } ) ( ) ~ --Jcis ◊ I I "-\!1- i ___ ----_./' -e ~ /---$ G---(!) I Do·.\. \ ........... --/ \ -------\ "'8 i,}\ / !EXIT! ) I I \ t§f. \ I I I I I I I 0--~ I ~~ I --........... I I I \ I -----------\ / "-~ @'/ "-~ / "- CJ @-" ~ \ \ I "" ~~ \ l I \ ~ef "<Ji ca_ J l _j L_ J l ~ -----~ 'I OS L -~ --10s -- ~& J ~~ ~ ~~ J!f-'-S -I --/4 -wl --"'11 ,,..,, --/V' ,-- I n 'n r n \-, r ::a '-o o r I I <(---~ \ -' \ \ \ \ ---\ I ~ ' ~r-W "" I I / ---~ ~®" I -0 ~ ---~-\\ B ~~ n - SECOND FLOOR LIGHTING LAYOUT SCALE: 1 / 4" = 1'-0" -- ' ---~---ns?i--14 -----rosi -----OS OS \ SD ) ( I "- ~ / ---$ G---G \ ........... ______ -------\ I \ I \ I I -........... I I I ----,,, @'/ "-~ / "-/ @-" G' J l ----1 ~ -/--~ <!I ~~ J!f -:i-'-S ,,..,, _, '.'.f I --"'11 n 'n r '-o o r • I ~20'' LEGEND ELECTRICAL DUPLEX OUTLET qpGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET MOTION SENSOR EXIT SIGN/LITE W/EMERGENCY BATTERY PAK $ LIGHT SWITCH +4'-0" ◊ SURFACE MOUNTED INCANDESCENT LIGHT ~ CARBON MONOXIDE ALARM DIRECTLY WIRED NO DISCONNEC <] 2X4 FLUORESCENT LIGHT FIXTURE 3-LAMP LITHONIA 242-120-2S TV LOCATION/CABLE NOTE: STEEL ELECTRICAL OUTLET BOXES AT FIRE BARRIERS SHALL NOT EXCEED 16 SQ. IN. & SHALL NOT EXCEED 100 SQ. IN. PER 100 SQ. FT. OF WALL AND SHALL BE SEPARETED BY A HORIZONTAL DISTANCE OF 24 IN. WHEN ON OPPOSITE WALL -· - ' ~ !>n ) ( I "- ~ / ---$ G---G -------\ \ ........... ______ I \ \ I I I I ------........... I I ----' ' / "-~ / "- ,.0---' ~ 1 , _____ / ~T1 ~ - G CX] 0 / ·-•-~~ ,_ ~ l -~· J!f --e <!I ~~ --/4 -wl --"'11 /V, ·-· 0 'n r :'.El "-o n r LEGEND 4'-0" FLOURESCENT LIGHT RECESSSED RECESSED DIRECTIONAL INCANDESCENT LIGHT SURFACE MOUNTED INCANDESCENT LIGHT 25W WASH TYPE LIGHT CEILING MOUNTED EXHAUST VENTILATION FAN WITH SHUTTER 10" 3 SPEED WITH HARDWIRE EXIT SIGN/LITE W/EMERGENCY BATTERY PAK LIGHT SWITCH DIMMING LIGHT SWITCH WI CAPABILITY OF 10-100% IN ACCORDANCE WITH TABLE 130.1-A ENERGY EFFICIENC STANDARDS 2016 WALL MOUNTED OCCUPANCY SENSOR PHOTOCELL CONTROLLING SWITCH PENDANT LIGHT STRING LITES@ CEILING ABOVE CANOPY@ 36"C.C. STRING LITES UNDER CANOPY@ 36" C.C. TELEPHONE EXTERIOR FAN 0 0 0 0 TRACK LIGHTING NOTE: ALL GUEST ROOMS SHALL BE PROVIDED WITH TAMPERPROOF RECEPTACLES NOTE: ALL OUTSIDE LIGHTING FIXTURES ATTACHED TO THE BUILDING SHALL BE HIGH EFFICACY BE MANUALLY ON/OFF, MOTION SENSOR AND PHOTOCELL CONTROL IN ACCORDANCE WITH 2016 CALIFORNIA ENERGY STANDARDS L ~ESSJ GILB~L RCE 53464 XP 6/30/20 Qc-CALI~ If) z 0 If) > w Cl:'. 0 ..J w G: •• 0:::: w z 3: 0 C) z -I- I C) _J 0::: 0 0 _J LL 0 z N z Cl iii w 0 0 w :.'. 0 w I 0 I PROPFRIY I tNE 149 47 EXISTING HOTEL EXISTING POOL EXISTING HOTEL I i I ~ E PLUMBING SITE PLAN SEE SHEET A-14 FOR PROJECT NOTES ffi LAVATORY FAUCETS AND SHOWER HEADS SHALL BE PROVIDED \I\/ITH THERMOSTATIC MIXING VALVES IN COMPLIANCE WITH CPC 408.3, CPC 409.4 & CONTRACTOR SHALL VERJFYTHAT EXISTING WATER PRESSURE NOTTO EXCEED 80 P.S.I. IF DUE TO EXCESSIVE PRESSURE A WATER SUPPLY REGULATOR SHALL BE INSTALLED ALSO AND EXPANSION TANK IS REQUIRED ON COLD WATER SIDE OF THE BUILDING WATER SUPPLY PIPING IN ACCORDANCE WITH CPC 608.3. 113 ANTI SEISMIC STRAPPING NCP 18-0002 TEMPERATURE AND PRESSURE VALVE D DISCHARGE LINE 314 IN MIN DO NOT CAP OR PLUG PLUMBING SIZING CALCULATIONS D EXISTING SWRMANHOLE RIM EL: 74.09' EXISTING OFFICE (S)--(S)--(S)-- 2'V.T.R. A SHOWER\/\( 3" BS CL "ABS 2'V.T.R. 3" BS 0 "' 00 112" HO /2" OLD 112" COLD 112" HO ffi 112" OLD 112" HO SHO ERi 1/2" D SINK W.C. TUB COMB. COLD C D □ C EXISTING HOTEL I PROPERTY LINE 130.00 WATER METER LOCATION 11~-:==--=------,rt------J ~---< FF: 74.20' PROPOSED HOTEL ADDITION & SHO RI TUB COMB. !w I> ,_ I o::: '0 I I I <t: ,_ I _J ,o lz i (9 NEW GAS METER LOCATION (f) I<( I~ NEW WATER METER LOCATION '-" ___ sL I I I --,-___ -- "' Cl) --------------I _____ __J 2"V.T.R. SHO ,., 3" BS GL 2'V.T.R. 3" B 2"WASTE CLEAN OUT 4"ABS a '-" 2''V.T.R. 2'V.T.R. SHOWERWATER 3" BS CLOSET 3" BS SHO '4"ABS 2'' DRAIN 4"ABS --(S)--(S)--(S)---1 EXISTING SWRMANHOLE RIM EL: 72.95' 2'V.T.R. /,\ 3" BS 2"V.T.R. 2'"WASTE CLEAN OUT GENERAL NOTES PLUMBING THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM PLUMBING CODE AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. ALL GLEN-OUTS TO BE ACCESSIBLE AND LOCATED AS PER CODE REQUIREMENTS. BEFORE COMMENCEMENT OF WORK, THE CON.TRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS, AND CHARACTERISTICS OF ALL UTILITIES AND PIPING. THE CONTRACTOR SKALL MAKE ALL ARANGEMENT WITH UTILITY COMPANIES FOR SEVICE AND CONNECTION. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE VVITH ELECTR(CAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. ALL HOT WATER PIPING SHALL BE INSULATED 1 IN. THfCK FOR SIZES UP TO 2 IN. MINIMUM THERMAL RESISTANCE SHALL BER"" 4.0 TO 4.6 PER INCH. ALL PLUMBING FIXTURE VENTS TO TERMINATE A MIN. OF 12 INCHES FROM ANY BERTlCA SURFACE. ALL PLUMBING FIXTURES AND FAUCETS SHALL BE CERTIFIED BY THE STATE OF CALIFORNIA ENERGY COMMISSION AS REQUIRED BY THE CALIFORNIA ENERY EFFICENCY STANDARDS SECTION S-5314. ALL WAST AND VENT PIPING SHALL SLPE AT 2% UNLESS OTHERWISE INDICATED. 112" COLD w.c. & 112" HO SINK DIRECT WASTE DIAGRAM 4"ABS SINK 2"WASTE CLEAN OUT /2" SEE SHEET A-14 FOR OLD PLUMBING SIZfNG CALCULATIONS & 112" HO SINK /2" OLD 112" COLtf12" HO 1/2" COU/12" HO SHO RI 112" W.C. TUB COMB. COLD & SHO RI TUB COMB. 112" COLD 1/2" HO w.c. & SINK MATERIALS PLUMBING WATER PIPING: BELOW GRADE 'L' COPPER WITH WROUGHT COPPER FITTINGS, ABOVE GRADE TYPE 'M' COPPER WITH WROUGHT COPPER FITTINGS SOLDER WILL BE LEAD FREE TYPE. SOIL, WASTE AND VENT PIPE: BELOW AND ABOVE GRADE SOIL PIPE AND FITTING WITH STAINLESS STEEL BAND CLAMPS. NOTE: MAXIMUM FLUSH VOLUMES AND FLOW RATES: WATER CLOSETS -1.6 GALLONS PER FLUSH {BLOWOUT TYPE EXEMPT) FAUCETS -2.2 GALLONS PER FLUSH (SINKS AND LAVS) 12" OLD 112" HO & 112" COLD SHO ER/ TUB COMB. 110' 112" COLD 1/2" HO W.C. & SINK EXHAUST RISER /2" OLD 113 DRAIN PAN 6 IN MAX. DRAIN WATER HEATER DETAIL & 1/2" HO HOT 112" COLD SHO R/ TUB COMB. SEE SHEET A-14 FOR PLUMS-ING SIZING CALCULATIONS 1/2" COLD 1/2" HO /2" OLD w.c. & SINK 60 GALLON HOT r-----~' WATER HEATER I ~'¼, SUF60 120NE 120,000 BTU ~ 314" > STATE WATER HEATERS I "" (OR SIMILAR) -;;::;-~------.J. / STRAPPED TO WALL ~ I IN ACCORDANCE WITH ::::::::::;-J ~ ~ CPC 507.2 I ~ ~--~,_ I z,--.~ ~~I (9--0 w";l~ r--cn fJ) Cl ,::- 3' 1" 1/2" COLD W.C. ~----100WVAPORPROOF INCANDESCENT LIGHT I ~ 1 114" COLD /4" OT DAYTON WALL MOUNT EXHAUST VENTILATOR HANGINGANGLE --~ 3'" STANDOFF--~ 16" U.l. CLASSIFIED BATTLE TYPE GREASE FILTER GREASE DRAIN vvm--1 REMOVABLE CAP W.C. 1/2" COLD I , ~ SN 1" COLD 3/4" HO OLD 112" 112" w.c. 1/2" 1/2" SINK 1/2" SHOWER/ TUB COMBO SEE SHEET A-14 FOR PLUMBING SIZlNG CALCULATIONS SINK 50' PLUMBING DIAGRAM COOKING PERFORMANCE GROUP S36-N r-lATU~RAL;.;-,GArr,-S- BURNER 36" RANGE VVITH STANDARD OVEN (OR SIMILAR) 210,000 BTU HOOD KITCHEN DESIGN SEE SHEET A-14 FOR PLUMBING SIZING CALCULATIONS if) z 0 if) > w Cl:'. 0 _J w ;:;: • • 0:::: w z 3: 0 z <( _J ()_ (.9 z m 2 :J _J ()_ 0 z w l( (.'.) () in w w I 0 () D'ATE: APRIL/25/2019 17-36 SHEET, A-13 COLD WATER PIPE SIZING. 3666 PIO PICO DR. CARLSBAD CA. ECONOLODGE ADDITION FIXTURE VALUES Fixtures #of Units BASE ADJUSTED TOTAL Meter One Furthest Dist. Equiv. length At Meter BUILDING. (Proposed) Toilets Lavatories Clothes washers Kitchen sinks Showers&tub combo 150 140 130 ' ! I I I I I ~ 9 0 4 9 0 1 0 0 2.25 1 0 1.5 8 0 4 TOTAL RXTURE VALUE TOTAL OVERALL FIXTURE VALUE= FROM FIGURE 4-2 OF AWWA M22- i i ' ! I . ' I ' ' 1 I I ' ! i ' S~opp_ ng c}enti~- ~a1.u:ams..--·-' -! ' "- ' 36 9 0 1.5 32 78.5 78-5 GMP WATER DEMAND ! ! I ! i 1 I I I I I ! i - ! i I i I I . I I . ·-··t-··+-~·· I ! I I i I L ! -··-·- ! I : i t-- __ , ! i I . i ~ ! i i . 120 11:0 100 90 --=~i=t~f H?spitals _1 , I ; ' i so ,5 a 70 g C 60 50 40 30 20 10 : ·-· ---- I f ,,-(' i ! y i ' i . I "" I--; r I I i I I ' I i I I I ! 1 I ! ~ 7 ... ,.L--.. / I I ! ! j ~:---; -_,,:'.'. ' i i -. I '.~ I I : I • : I I ..,~ ' ! I I : ' I i ! -A.i.artJhenh. ' -1 1 : · i I : ,.,, ':"P'•"\ I --~tr;:;i~i~-:~~17·---I------~-------·-7 _C,pnd(Unl~S.-~--·-•r T¥1er Parks : f . I I ! , 1 i .. : I Ir ' I I I ' I I ~ . I I I I i ' --I ! I i ' "·"· ' -·~,.. I ' I i I j i i i .. -·· .,,., __ ., ___ r--.L.------····--_ i I ' I ' 211 76 0 23 20 20 ! ' ! . I I ' ' I i .... --· I i I •o 100 200 300 400 500 600 700 900 1,000 1,100 "1,200 ' ,,300 Combirled Ftxture Value Figure 4-2 Water-flow d.emand. per fixture value-enlarged scale from Figure 4-1 I HOT WATER PIPE SIZING. FIXTURE VALUES Fixtures # of Units BASE ADJUSTED TOTAL Meter One Furthest Dist. Equiv. leng;h At Meter At Supply BUILDING "A" (Proposed) 120 76 17 25.5 Toilets 0 0 4 0 Lavatories 9 0 1 9 Clothes washers 0 0 2.25 0 Kitchen sinks 1 0 1.5 1.5 Showers&tub combo 8 0 4 32 TOTAL FIXTURE VALUE 42.5 TOTAL OVERALL FIXTURE VALUE= 42.5 FROM FIGURE 4-2 OF A.WWA M22 = WATER DEMAND 20 20 20 150 140 I I I ' ! I i i 130 120 no 100 i 90 80 'O ~ ro 70 E • 0 60 50 40 ! 30 20 10 ' i ! I I I ' i ·- I I I --! I i i i : : " I i I ' I ' i -, •-r--~-_,_--"t"'-r·-+-+-' -1--+-~~ I 500 600 700 1,000 1,100 1,200 1,300 Combined Flitura V~l"i.ie Figure 4-2 .water-flow demand per fixture value-enlarged scale from Figure 4-1 WATER PREASSURE LOSS CALCULATIONS PRESSURE At Supply 25.S VARIABLE DESCRIPTION -~ Dropped (psi) COMMENTS A MINIMUM PRESSURE AT MAIN= · . ' B LOWEST PRESSURE REQUIRED AT A FIXTURE= 15 C METER LOSS AT A METER= 1 1.95 D TAP IN MAIN LOSS (Pipe Dia.)= 1.25 0.32 E STATIC HEAD= 10,97 I TOTAL OVERALL LOSSES 28.235 J PRESSURE AVAILABLE TO OVERCOME FRICTION 21.765 FRICTION LOSS (f=0,2083(100/c)Al.852 x qA1.852/dhA4.8655 = 11.040 per 100 ft. Total Friction loss= 32.789 Pressure Drop due to friction= 14.21 psi 0.K. HOT WATER PREASSURE LOSS CALCULATION PRESSURE FT VARIABLE DESCRIPTION ~:VA-Dropped (psi) COMMENTS A MINIMUM PRESSURE AT MAIN= .·."" . B LOWEST PRESSURE REQUIRED AT A FIXTURE= 15 C METER LOSS AT A METER= 1 1.95 D TAP IN MAIN LOSS (Pipe Dia.)= 1 0.77 E STATIC HEAD= 3,66 I TOTAL OVERALL LOSSES 21.375 J PRESSURE AVAILABLE TO OVERCOME FRICTION 28.625 FRICTION LOSS {f=0.2083(100/c)'l.852 x qAL852/dhA4.8655 = 25.239 per 100 ft. Total Friction loss= 49.469 Pressure Drop due to frlCtion = 21.45 psi O.K. GAS PIPE SIZE CALCULATIONS 3666 PIO PICO DR. CARLSBAD CA. ECONOLODGE ADDITION NEW BUILDING DESlNGN DATA: Cr= 0.6094 (Natural Gas) llH= 0.5 in we (Gas Regulator to be set at 7" we) 1CF= 1100 BTU {Per UPC Table 12-1) DIVERSITY FACTOR 1YPE 12UNITS RANGES= 0.376 WATER HEATERS= 0.376 HEATERS= 0.9 PER SECTION 402.2 2009 NATIONAL FUEL GAS CODE I LINEA 1ST FLOOR (FACTORED VALUES) UNIT STOVE HEATER WATER.H KITCHEN 78960 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 78960 0 0 IEXISTINGTOTAL= 789601 BTU IBranchA2 I 2ND FLOOR {FACTORED VALUES) UNIT STOVE HEATER WATERH. UTILl1Y 0 0 45120 ROOMS 0 0 0 0 0 0 0 0 TOTAL 0 0 45120 4s12oiBru lrotal load I Branch Al I isutLDING TOTAL= 1240801 BTU Critical L= 130 FT LINE A I SEGMENT 1 MAIN LINE o=I 112.80 CF ©p;pe"'I 0.896 in PROVIDE 1" PIPE= 1.0491.D. SEGMENT S-2 2ND FLOOR Q= 41.02 CF REQUIRES 1/2" PIPE= 0.622 I.D. SEGMENT 5-3 1ST FLOOR Q= 71.78 CF REQUIRES 1-1/4 PlPE = 1380 1.D. I no appliance= 0 BTU no appliance= 0 BTU tank less wh= 0 BTU Large stove= 210000 BTU Tank Wa. Heater 120000 BTU 1st Floor heater= 0 BTU 2ND FLOOR 45120 BTU 1ST FLOOR 78960 BTU TOTAL 124080 BTU ~ESS/ GIUJ~OT RCE 53464 6/30/202 NCP 18-0002 0 _J w ii: Cf) z 0 Cf) > w D:'. •• 0::: w z 3:: 0 (f) z 0 I- <( _J =:) u _J <( u (.9 z OJ 2 =:) _J o_ SHEET, z Cl in w 0 CX) 0 ·O 0::: N 0 (j) ciO<( I-0 0 <( a.. a.. 0 0 _<( I a_ CD (/) (/) Wco_j a::: (0 a::: <( (0 <( a.. I"") 0 0 w :,,: 0 w I 0 1" = 4' 17-36 A-14 STRAIGHT RUN 90 DEGREE TURN 180 DEGREE TURN INTERSECTING RAMPS INTERMEDIATE LANDINGS AT RAMPS LANDING LANDING LANDING RAMP CONFIGURATION LENGHT (L) LENGHT (W) LENGHT (L) STRAIGHT RUN 5-0 MIN. 4-0 MIN. 90 DEGREE TURN 6' -0" MIN. 6'-0" MIN. 180 DEGREE TURN 6' -0" MIN. 8' -0" MIN. INTERSECTING 6' -0" MIN. NOTES: 1. HANDRAILS AND GUARDRAILS HAVE BEEN OMITTED FOR CLARITY. 2. LANDINGS AT EXTERIOR LOCATIONS MAY HAVE UP TO A 1 /4" PER FOOT (2 PERCENT) SLOPE IN ANY DIRECTION. 3. FOR ENCROACHMENT OF DOORS ONTO LANDINGS, SEE DETAILS "B" 4. A CHANGE OF DIRECTION NOT EXCEEDING 30 DEGREES IS CONSIDERED A STRAIGHT RUN. INTERMEDIATE LANDINGS AT RAMPS MIN. 4'-0" CLEAR WIDTH 1, 2, 3, 4 1, 2, 3 1, 2, 3 1, 2, 3 MIN. 5' -0" AT UPPER LANDING MIN. 6' -0" AT LOWER LANDING 12" MIN. GUIDE RAIL CENTERED AT 3" MAX. 30' -0" HORIZONTAL DISTANCE A I MAX. 1: 12 SLOPE HANDRAIL = co t<') ~ (+/-) ABOVE RAMP SURFACE -OR- MIN. 2" HIGH WARNING CURB IF DROP-OFF EXCEEDS 4", THEN A 6" HIGH WARNING CURB IS REQUIRED HANDRAIL AND GUARDRAIL REQUIREMENTS z ~ N N " UNAU1l-lORIZED VEHICLES PARKED IN DESIGNATED ACCESSBLE SPACES NOT DISPLAYING DISTINGUISHING PLACAR OR LICENSE PLATES ISSUED FOR PERSONS W\11-1 DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE LETTERING ON SIGN MUST i3E A MIN. OF 1" IN HGT RE~~:~,,--A_T -+-1----=-APPROPRIA TE INFORMA TlON OR BY 1ELEPHONING MUST BE INCLUDED ON (TEl.fPHONE NUMBER) SIGN AT PARKING LOT ENTRANCE(S) THIS SIGN SHALL: 1/2 RADIUS 0 BLUE-----+--- WHITE-----+----:C. REFLECTORIZED SIGN--+-(5 CONSTlRUCTlED OF RESERVED PORCELAIN STEEL FOR WITH BEADED TEXT HANDICAPPED OR EQUAL MINIMUM FINE $250 0 0 0 6, RESERVED FOR HANDICAPPED MINIMUM FINE $250 0 NOTE: SIGN TO BE CENTERED AT 11-IE INTERIOR END OF (VAN ACCESSIBL© PARKING Si>ACE AREA OF SIGN TO BE A MIN. OF 70 SQ. IN. PARKING SPACE SIGNAGE tSMIN L -_J_____,,._. L 32"" MIN. L 'I "1 DRINKING FOUNTAIN "77 I ' " z Jr " b N ' LAVATORIES z l N I \ ADA RESTROOM IN COMPLIANCE WITH SECTION 11B-604 CBC .____ -32"MiN. CLEAR ' ~ " b z ~ . - ~ z N :, b . t 18" [!] \ I I / • :;; " :i ~ ;> M ,. z N ~I ~ 12" MIN. BORDER GROOVES AT 3/4" ON CENTER :z: :::,; = 0 MAY BE L S THAN 60" BUT NOT LESS THAN 48" CLEAR D (l WHEELS TOP '-0" Ml . WHEELST CURB FACE ____________ __,Nc.i..,· C""'-LP 18-0002 12" MIN. BORDER GROOVES AT 3/4" ON CENTER---._ CURB :z: FACE :::,; C) I co THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND WITHIN EACH ACCESS AISLE. I 00 - STlRIPES @ 36" ON CENTER ,,......-,M+.--SEE DETAIL-"B" PARKING IDENTIFICATION >---SIGN AGE -STRIPES @ 36" ON CENTER LETTERING SHALL BE: -WHITE -MIN. 12" HIGH (SEE DETAIL-"C") L -VISIBLE TO TRAFFIC g' -o" 8'-0" MINIMUM AT VAN ACCESSIBLE PARKING STALL 5'-0" MIN. AT TlPICAL ACCESSIBLE PARKING STALL DOUBLE PARKING STALL W/ CURB-CUT RAMP :z: :::,; 'b I co - ..,_ ___ 4'-0" MIN. I WrlEELSTOP .--~i+--SEE DETAIL-"B" 9'-o" L...--REFER TO DETAIL (A) OR (B) FOR MIN. WIDTH AT ACCESS AISLE BUILT-UP CURB RAMPS ARE NO LONGER PERMITTlED TO ENCROACH INTO ACCESS AISLES OR PARKING SPACES. SINGLE PARKING STALL W/ CURB-CUT RAMP 0 ..... },< .r; .b METAL EDIE It. tf DOCR THRESHOLD THRESHOLD ~--36_" M~IN_. ---r" Mfy(_ 12"M N_ 12"MIN. .,,- FRONT VIEW RESTROOM DOOR SYMBOL NOlE: BRAlli 5lGNAGE SHALL ALSO BE LOCA1ED ()l lHE WALL ADJACENT TO IBE LATCtl OUTSIDE or THE DOORWAYS U:ADJNG TlJ 11-lE RESTROOM. )2"MIN , 42" MIN . , , 36"MAX , . . , 7 :0 . lQ . -' /. 7"to9" . -r , z '" ~ ~ \ "' 24"MIN . e, ~ . 0 < ,.. ... ~ . -. SIDE VIEW WATER CLOSET/GRAB BARS ENFORCEMENT OFFICIALS l g•-o· I ~ 11'--------'J)lt<-E -----,I', 8'-0" MINIMUM VAN ACCESSIBLE PARKING STALL 1-1/4" TO 1-1/2" DIA. 1-1/2" w Cl <C u.. Cl:'. ::::, (/) (L ::a: <C Cl:'. w > 0 CD <C = co t<') 0 f-MAX. 3-1/2" MINIMUM HANDRAIL REQUIREMENTS (L :::,; <C Cl:'. A: 48" MIN. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42" AND DOOR SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3" WHEN FULLY OPEN. NOTE: IF "G" > 3" THEN ''F" MUST BE: 60" MIN. AT TOP LANDING 72" MIN. AT BOTTOM LANDING B: 1: 12 MAX. SLOPE C: 42" MIN. D: 60" MIN. E: 24" MIN. F: 42" MIN . WALKWAY MAX. 5% SLOPE G: 3" MAX. H: 36" MIN. J: 60" MIN. 0 ENCROACHMENT OF DOORS ONTO LANDINGS ~ESS/~ GILBE~LLOT RCE 53464 P 6/30/20 --·--··--- (/) z a (/) > w 0:: 0 ..J w G: •• 0::: w z 3: 0 (I) _J -<( r-w 0 <( 0 <( ro 0 ·O Cl:'.: N 0 O") _JO • Wo<C t--0 <( Cl.. 0.. 0 0 I_<( (/) 0.. ffi w co _J a::: co a::: <(co<( 0.. I"') 0 ci z w Y'. Cl () lii w w I 0 () NOTE: STAIRWAYS SHALL COMPLY WITH SECTION 1lB-505.10 AND llB-504.4.1 CBC 2016 AS REQ'D TREAD WELDED AND BOLTED TO STRINGER ~ WITH 3/8" HEX HEAD BOLTS E=lF=fFIFIF7Fll=rFH 7----r 0 = DETAIL A [3 . BAR GRATING TREAD n:: (GROOVED NOSING) ~ BAR GRATING TOE BOARDS 1/4" MOUNTING - PLATE ~ '9 M CAPPED FOR MOUNTING 5 11/2" SQ. --- ALUMINUM TUBE HANDRAIL (6005-T5) 8" X 2 1/4" X 1/4" ALUMINUM CHANNEL (TYPICAL) (DIMENSIONS ! i!r-11 ~----,I VARY) 'i1 1t======i1. !,t======1il i Ii ilt=====II ii ' I- I <.9 w :r: -' <( (_) ljj ;I ~ !t=====::::! ~ NOTES: 30° -50° (AVAILABLE RANGE) ASREQ'D SIDE VIEW 1. ALL BOLTS/FASTENERS NECESSARY TO ANCHOR STAIRWAY ARE BY OTHERS. CLEAR TREAD 22" MIN -55 1/2" MAX CLEAR TREAD +41/2" 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWING. 11 FRONT VIEW 4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION 5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 6. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 2942-033. PREFAB METAL STAIRS FLOOR MOUNTED EXIT SIGN INTERNALLY AND EXTERNALLY ILUMINATED WITH BATTERY BACK UP -----1□ EXIT □ TACTILE FLOOR MOUNTED EXIT SIGN INTERNALLY AND EXTERNALLY ILUMINATED EXIT SIGN • .. co -st' • = co 0 I- • (Q .. EXIT ·-·:.•··: ,4" , ; EXIT .. .. 4 WALL DETAIL FOR EXIT SIGNS 0 NCP 18-0002 I, 22'-0" 1, T 1 EXIT INITRNALL Y AND EXITRNALLY ILLUMINA ITD EXIT SIGN MODEL CEX COMBO LED EXIT SIGN --- 3 22'-0" k ~ 1 1 _ _;_ □EXIT □ INTERNALLY AND EXITRNALL Y ILLUMINA ITD EXIT SIGN WITH BA ffiRY BACK UP MODEL CEX COMBO LED EXIT SIGN 2 1 k 6" I, 1 i EXIT "' ...... : ••• TAC11LE EXIT SIGN 11785.3.2 NON-GLARE FINISH. CHARACITRS CONTRAST WITH BACKGROUND, EITHER LIGHT CHARACITRS ON DARK BACKGROUND OR DARK CHARACITRS ON LIGHT BACKGROUND. 1178.5.3 CHARACITR WIDTH-TO-HEIGHT RATIO BE1WEEN 3:5 & 1:1 & STROKE WIDTH TO HEIGHT RATIO OF BE1WEEN 1:5 & 1:10. 117B.5.5 1. RAISED SANS SERIF UPPERCASE CHARACITRS RAISED A MINIMUM OF 1/32". 2. HEIGHT OF RAISED CHARACITRS SHALL BE A MINIMUM OF 5/B", MAXIMUM OF 2". 117B.5.6 CONTRACTED GRADE 2 BRAILLE WITH DOTS 1/10" ON CENITRS WITH 2/10" SPACE BE1WEEN CELLS & RAISED A MINIMUM OFF 1/40". 117B.5.7 MOUNTED ON WALL ADJACENT TO LATCH OUTSIDE OF THE DOOR OR NEAREST ADJACENT WALL, PREFERABLE ON RIGHT . MOUNTING HEIGHT IS 60" ABOVE FINISHED FLOOR TO CENITR OF LINE OF SIGN SO CAN BE APPROACHED WITHIN 3 INCHES WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN SWING OF A DOOR. Cf) z 0 Cf) > w 0:: 0 ...J w G: •• 0::: w z 3: 0 (/) __J <{ 1-w 0 (/) z (9 (/) 0 z w '<'. l'.l 0 (/) w w I 0 0 I EXISTING BUILDING I APN 205-191-27 I 3647 ADAMS ST. \ I _______ I L ------EXISTING BUILDING I 1 APN 205-191-26 I \ 3663 ADAMS ST. I I EXISTING BUILDING APN 205-191-21 1060 MAGNOUA AvE EXISTING BUILDING APN 205-191-19 1050 MAGNOLIA A vE I I I I I l ____ ~ I . L L______ _L I _____ I __ " ~~=~,i"'_L_,._LJO _____ ~-~-------_-__ N_28_·0_5~•~-5~•!..~-14_9_.4_7'_~-~--~-----/""-,-;-____ 7 / I APN 205-191-01 1031 PALM A vE @) EXIST. TRANSFORMER SEE EASEMENT TO SDG&E REC. OCT. 10, 1973 AS DOC. NO. 1973-285786. NO SPECIFIC LOCATION IS DEFINED IN DOCUMENT. EXISTING BUILDING APN 205-191-16 2640 PIO PICO DR. EASEMENT NOTES: @) UTILITY EASEMENT TO SDG&E PER DOC. NO. 1973-285786 REC. 10-10-73. SEE NOTE ON KEY MAP. @ UTIUTY EASEMENT TO DANIELS CABLEVISION, INC. PER DOC. NO. 1995-0251973 REC. 06-15-95. NO SPECIFIC LOCATION IS DISCLOSED IN DOCUMENT. R/W LJ I I I I I / -- i I I I 1 . '. EXISTING BUILDING PARCEL 2 PM 264 EXISTING PARKING LOT EXISTING BUILDING LOBBY ECONOLODGE 3666 PIO PICO DRIVE EXISTING ADA ACCESS ROUTE PROPOSED ADA ACCESS ROUTE 0 0 0 □ / I --/ I -/ --l ____ _ 2l L 1 I l __ _ I I I I EXISTING BUILDING APN 205-191-12 1040 MAGNOUA A vE I ----1 I I I ---------L ____ j EXISTING BUILDING EXISTING BUILDING APN 205-191-11 130 MAGNOUA A \tE EXISTING BUILDING APN 205-191-10 1016 MAGNOLIA A \tE i I I I I __ ~ C _J I L L _____ _ SHE~T 2 I SEE -_}/. (S) (SJ ,._ (S) ~ i'3 ~ <3 - ~ STATE HIGHWAY 11-SD-5 ~ - PACIFIC OCEAN ~ ~ CEREZO DRIVE VICINITY MAP NOT TO SCALE K:\Civil 3D\1431\DWG\PRELIM GP\1431-GP l.dwg, 12/3/2019 9:43:20 AM KEY MAP SCALE: 1" = 20' 20' 1 o' o· 20' 40' 60' SCALE: 1" = 20' ,.._ i!s c;j' ~ ~ "' ._., ~ r;E g t; ' ii? .... . I JO\ t---1'1 20' V • • ,, I 30' , 20' 1 · 10' I' _,; R/W 10' 4.5' 5.5' 2%\ - ~LK_71'.t EXISTING CONC. SIDEW, EXISTING 6 "CONG._/ I I I CURB & GUTTER FREEWAY R/W (WEST) 6' 2% - EXISTING 6" CONG. CURB DATE OF PREPARATION: REVISIONS DESCRIPTION DATE C/L 60' R/W 30' 20' 30' 20' 20' 2% £ff_ - \ EXISTING AC ROADWAY MAGNOLIA AVENUE N.T.S. C/L 50' 30' 10' 5.5'. 4.5' J2% "j\_ : ' -EXI \__EXISTIN 'STING CONG. SIDEWALK G 6" CONG. CURB & GUTTER EAST R/W 14' 20' 10' 2% EXISTING AC ROADWAY EXISTING CONG. SIDEWALK OR AC SIDEWALK. A PORTION OF AC SIDEWALK TO BE REPLACED WITH PERMEABLE PI □ PICO DRIVE N.T.S. CONCRETE SIDEWALK EXISTING 6" CONG. CURB & GUTTER TOPOGRAPHY: TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD METHODS FROM INFORMATION GATHERED ON APRIL 29, 2016 BY SAMPO ENGINEERING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. BENCHMARK: CITY OF CARLSBAD BENCHMARK "CLSB-121" 2 1/2" BRASS DISK LOCA 1ED IN .A WEST CURB OPPOSITE OF 3334 EUREKA STREET AT ANGLE POINT IN CURB AT NORTH END OF PARALLEL PARKING SPACES, 17' SOUTHWEST OF POWER POLE NO. 24625 ELEV: 80.303 DA WM: NGVD 29 LOW IMPACT STRATEGIES: PERMEABLE PAVERS PERMEABLE CONCRETE + + + + + + + + + + +++++++++ +++++++++ ..................... ABBREVL4TIONS: BF BACKFLOW CMU CONCRETE MASONRY UNIT CMWD -CARLSBAD MUNICIPAL WATER DISTRICT NCP 18-0002 LEGEND: CONCRETE RETAINING WALL I I I I I I PROPOSED WA TERUNE --W PROPOSED SEWER LINE --S PROPOSED STORM DRAIN SD EXISTING WATERLINE --(W) -- EXISTING GAS UNE -(GAS) - EXISTING SEl't£R LINE --CS) -- EXISTING ELECTRIC UNE --(E) -- EXISTING FENCE LINE -X~)<--X-X- DIRECTION OF SURFACE FLOW --- OWNER/SUBDMDER: SHAS MANAGEMENT, INC. A CALIFORNIA CORPORATION 3666 PIO PICO DRIVE CARLSBAD, CA 92008 (909) 910-2964 CIVIL ENGINEER: BHA INC. 5115 A VEN/DA ENCINAS, SUITE L CARLSBAD, CA 92008 (760} 931-8700 SURVEYOR: SAMPO ENGINEERING, INC. 171 SAXONY ROAD, SUITE 213 ENCINITAS, CA 92024 (760) 436-0660 ASSESSOR'S PARCEL NUMBER: 205-191-09 ADDRESS: 3666 PIO PICO DRIVE CARLSBAD, CA 92008 LEGAL DESCRIPTION: PARCEL 2 OF PARCEL MAP NO. 264, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, AS FILED IN OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, JUNE 5, 1970 AS FILE NO. 98130 OF omc!AL RECORDS. EARTHWORK QUANTITIES: CUT: FILL: IMPORT: EXPORT: REMEDIAL: 180 CY 0 CY 0 CY 180 CY 670 CY TOTAL LOT AREA = 46,014 SF TOTAL DISWRBED AREA = 9,260 SF (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF- S/TE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISWRBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS, AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA = 496 SF TOTAL PROPOSED IMPERVIOUS AREA = 4 440 SF TOTAL IMPERVIOUS AREA = 4,936 SF SITE INFORMATION: EXISTING LAND USE DESIGNATION = VG -VISITOR COMMERCIAL PROPOSED LAND USE DESIGNATION = VC -VISITOR COMMERCIAL EXISTING ZONING = C-T LOT CLASS/FICA TION = COMMERCIAL TOURIST TOTAL BUILDING COVERAGE - PROPOSED = 3,109 SF* BUILDING SQUARE FOOTAGE - PROPOSED = 6,811 SF* % OF SITE TO BE LANDSCAPED - EXISTING = 8,422 SF Jl\N O '.; 202,J PROPOSED = 1,457 SF TOTAL = 9,657 SF % OF SITE = 21% EP EDGE PAVEMENT EG -EXISTING GRADE PARKING SPACES - RONALD L. HOLLOWAY NO. 29271 CIVl\. OF c.l.\,\: F FIRE FG -FINISHED GRADE FF -FINISH FLOOR FL -FLOWLINE FS -FINISHED SURFACE GM -GAS METER HP -HIGH POINT NTS -NOT TO SCALE ROW -RIGHT OF WAY SD -STORM DRAIN SDRSD -SAN DIEGO AREA REGIONAL STANDARD DRAWING SMH SEWER MANHOLE TW -TOP WALL W WATER WM -WATER METER ( ) -EXISTING ELEVATION OR GRADE bl-tA,lnc. land planning, cMI englneeilng, $1.!l'Vey!ng 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-43B7 (760) 931-B700 RONALD L. HOLLOWAY 1h-2J~2021 PROPOSED = 10 SPACES REQUIRED = 10 SPACES (1.2 X 8 UNITS) SEWER DISTRICT = CITY OF CARLSBAD WATER DISTRICT = CARLSBAD MUNICIPAL WATER DISTRICT SCHOOL DISTRICT = CARLSBAD UNIFIED SCHOOL DISTRICT TRAFFIC -ADT (9 TPD/UNIT) EXISTING (39 UNITS) X 9 = 351 TPD PROPOSED (8 UNITS) X 9 = 72 TPD TOTAL -47 UNITS X 9 = 423 TPD SEWER -0.6 EDU/HOTEL UNIT EXISTING EDU = 0.6 X 39 UNITS = 23.4 £DUS PROPOSED EDU = 0.6 X 8 UNITS = 4.8 EDUS TOTAL = 28.2 EDUS ESTIMATED WATER USAGE 125 GPO/UNIT EXISTING = 39 UNITS X 125 GPO = 4875 GPD PROPOSED = 8 UNITS X 125 GPD = 1000 GPO TOTAL = 5875 GPD * INFORMATION OBTAINED FROM BUILDING PLANS PRELIMINARY GRADING PLAN FOR NONCONFORMING CONSTRUCTION PERMIT ECONOLODGE 2-STORY EXPANSION 3666 PIO PICO DRIVE CITY OF CARLSBAD, CALIFORNIA SHEET 1 OF 3 SHEETS V V <S) RA/UNG EXISTING MASONRY WALL f I C ' I ROOF 4 COLUMNS □ □ □ STAIRS TO SECOND FLOOR SECTION A-A N.T.S. 11 ~ \ I I I \ t.J I \ \ r;-I ' i ) j, ! '--"--' I ! STATE HIGHWAY 17-SD-5 CONCRETE GARAGE SLAB 2" BEDDING LA YER . ASTM NO. 8 STONE 4 • BASE LA YER ASTM NO. 57 STONE 6" SUBBASE LA YER ASTM NO. 2 STONE EXTEND GARAGE SLAB 6" BELOW SUBBASE LA YER K:\Civil 3D\1431\DWG\PRELIM GP\1431-GP 2.dwg, 12/2/201912:25:10 PM • L-----------, EXISTING BU/WING APN 205-191-10 1016 MAGNOLIA Av£ I I I ~----------- I I !e: . J -<'( ) ANDSCAPE'" i I A!!f;A--l ~v . ' PERMEABLE CONCRETE PA VERS-TRAFFIC RA TED (3 1 /8") NOTE: JOINT REMOVE EXIST. STORAGE CONTAINER SCREEN WALL . . PERMEABLE PAVERS SEE DETAIL BELOW ~~ N28V5'55"W PROPERTY UNE 130.00' THE BASE AND SUBBASE SHOULD BE COMPACTED TO A MINIMUM OF 90-PERCENT OF THE MAXI/MUM DRY DENSITY AS DETERMINED BY ASTM: D 1557. PRIOR TO PLACEMENT OF SUBBASE AND BASE, THE UNDERLYING SUBGRADE SOILS SHOULD BE SCARIFIED TO A DEPTH OF 12-INCHES AND COMPACTED TO AT LEAST 90-PERCENT RELATIVE COMPACTION (ASTM: D 1557). 10· 5' o· DRIVE\./ A Y SECTION ~ N. T.S. 6' HIGH MASONRY SCREEN WALL BY SEPARATE PERMIT 10' SCALE: 1" = 10' 20' I I ~~ 12" SQ CATCH BASIN TG-72.70 I.E. OUT 71.40 -4" PVG R/W ~ l I \ 110' /' 20' ( ' DA TE OF PREPARATION: 30' I REVISIONS DESCRIPTION DATE RONALD L. f:: HOLLOWAY i NO. 29271 * CIV1\. I 20' I NCP 18-0002 APPLICABLE STANDARD PROJECT SOURCE CONTROL AND SITE DESIGN BMPs ~ PREVENTION OF ILLICIT DISCHARGES. ~ STORM DRAIN STENCILING OR S/GNAGE. ~ ADDITIONAL BMPs FOR POTENTIAL RUNOFF POLLUTANTS. ~ MINIMIZE IMPERVIOUS AREA. ~ IMPERVIOUS AREA DISPERSION. ~ RUNOFF COLLECTION. ~ LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES. ' 1 ' V WATER NOTES G) PROPOSED 6" FIRE SERVICE & DOUBLE DETECTOR CHECK VALVE PER W-22 V (g) PROPOSED 2" WATER SERVICE W/ 1-1/2" METER & BACKFLOW DEVICE PER W-20 (J) PROPOSED 1• IRRIGATION SERVICE Wj 3/4" METER & BACKFLOW DEVICE PER W-20 l>Q<J /v ' I 1 V V ' b~A,lnc. PRELIMINARY GRADING PLAN FOR NONCONFORMING CONSTRUCTION PERMIT ECONOLODGE 2-STORY EXPANSION 3666 PIO PICO DRIVE land planning, eMI engineering, suBVe)fing 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 CITY OF CARLSBAD, CALIFORNIA SHEET 2 OF 3 SHEETS ' ! ________ ! K:\Civil 3D\1431\DWG\PRELIM GP\1431-GP 3.dwg, 12/2/2019 1227:21 PM I I - / I , I / I I I I , I ' '. I I I I I I / / / I ,,.- EXISTING BUILDING PARCEL 2 PM 264 /' /' /' /' /' EXISTING PARKING LOT IMPERVIOUS AREA EXHIBIT ECO NO LODGE EXP ANSI ON CITY OF OCEANSIDE NCP 18-0002 -----, I _____ I l __ _ L ____ , r _j I L I DA TE OF PREPARATION: REVISIONS DESCRIPTION 20' 1 o· o' 20' 40' 60' SCALE: 1" = 20' DATE RONALD L. HOLLOWAY NO. 29271 l'In\, ES) bl-lA,lnc. NCP 18-0002 PROPOSED IMPERVIOUS AREAS TOTAL: IMPERVIOUS 4,936 SF LEGEND: ~ -PROPOSED PERVIOUS PAVERS +++++++ ++++++++ ,:.;.;.;.;.;.;. -PROPOSED PERVIOUS CONCRETE ++++++++ +++++++ 1 .. -~~ihl1im.:1:m1 -PROPOSED IMPERVIOUS AREA PRELIMINARY GRADING PLAN FOR NONCONFORMING CONSTRUCTION PERMIT land planning, cMI engonooring, suuveylng ECONOLODGE 2-STORY EXPANSION 3666 PIO PICO DRIVE 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 CITY OF CARLSBAD, CALIFORNIA SHEET 3 OF 3 SHEETS