Table Of Content

ABBREVIATIONS PROJECT  STATEMENT PROJECT  INFO EGRESS  DIAGRAM mabhew  stromberg PROPERTY  OWNER: 1819  5TH  STREET  LLC Architect,  LEED  AP 2113  9th  St  Berkeley,  CA    94710 +                                 AND                       EA                                 EACH                           LAM                                 LAMINATE                             S.A.D.                               SEE  ARCHITECTURAL  DRAWINGS 768  SAN  LUIS  ROAD 510.316.0443  m Project  DescripQon: n  76°47'09"  e 141.03' LOC                                 LOCATION                         BERKELEY,  CA    94707 [email protected] @                     AT                       ELECT                               ELECTRICAL                           S.D.                                 SMOKE  DETECTOR                       (E)                       EXISTING ELEV                           ELEVATION                           MFR                             MANUFACTURER                             SCHED                               SCHEDULE                       The  Project  aims  to  rehabilitate  a  brick  metal  shop  building  by  renovaAng  the  exisAng  shop  space  and  adding  two  residenAal  units  in  the   TENANT: 5TH  STREET  MACHINE  ARTS Coof  pseyrrvigichet  ,  ©is    2th0e1  2p  rsotproemrtby  eorfg    satrrochmitbeecrtgu  raer,  cshoitlee  ctpurroep.rietorship.    This  document,  as  an  instrument   N                               NEW EQ                                 EQUAL                     S.E.D.                                 SEE  ELECTRICAL  DRAWINGS             spirit  of  the  west  Berkeley  Mixed-­‐Use  ResidenAal  (MU-­‐R)  zone.    The  exisAng  un-­‐reinforced  brick  walls  will  remain  and  are  engineered   MAX                                 MAXIMUM                             EXSTG                               EXISTING                 MECH                               MECHANICAL                         SIM                                 SIMILAR                             with  new  seismic  improvements.    New  dual-­‐glazed  warehouse  replacement  windows  will  replace  the  current  single-­‐glazed  windows   PROJECT  ADDRESS: 1819  5TH  STREET architect: AB                                 ANCHOR  BOLT                       EXT EXTERIOR                       MIN                               MINIMUM                         SL                             SLOPE                       along  the  west  and  south  façade.    In  the  rear  of  the  building,  a  new  sawtooth  roof  will  replace  exisAng  wood-­‐framed  flat  roof  to  draw  in     139.04' Mauhew  Stromberg ABV                                 ABOVE                       MTL                               METAL                     S.C.D.                             SEE  CIVIL  DRAWINGS                         north  facing  light  to  the  machine  shop  and  provide  ideal  orientaAon  for  the  proposed  roof-­‐mounted  solar  PVs.    The  sawtooth  roof  is   ASSESSOR'S  PARCEL  NUMBER: 057-­‐2098164 2113  9th  Street S.L.D. SEE  LANDSCAPE  DRAWINGS                       ADD'L                             ADDITIONAL FAC                               FACTORY                             designed  to  match  the  scale  of  the  exisAng  west  (front)  truss-­‐framed  roof  as  well  as  the  scale  and  character  of  the  neighborhood.    The   Berkeley,  CA    94710 ADJ                                 ADJUSTABLE             F.D.                                 FLOOR  DRAIN                         S.M.D. SEE  MECHANICAL  DRAWINGS                       derelict  east  wall  will  be  removed  and  re-­‐constructed.    Two  residenAal  units  are  planned  to  occupy  exisAng  floor  space  at  the  south  side   ARCHITECT: STROMBERG  ARCHITECTURE 510.316.0443 AFF                                 ABOVE  FINISH  FLOOR                             F.D.C.                             FIRE  DEPARTMENT  CONNECTION                       S.P.D. SEE  PLUMBING  DRAWINGS                       of  the  building  and  are  designed  so  as  not  to  cast  shadows  offsite  or  unreasonably  obstruct  significant  neighbor  views.    AddiAonally,  the   2113  9TH  STREET 139.05' [email protected] ALT                           ALTERNATE                   FF                                 FINISHED  FLOOR                             N.I.C.                               NOT  IN  CONTRACT STD STANDARD                       overgrown  and  unpaved  porAon  of  the  site  just  south  of  the  building  is  to  be  paved  and  stripped  for  4  new  car  parking  spaces  as  well  as   BERKELEY,  CA    94710 APPROX APPROXIMATE                       FIN                                 FINISH NN.ATT.  S    .                                                       NNOATTU  TROA  SL  C      A    L    E                                 SSS.S.D. SSTEAE  ISNTLREUSSC  TSUTEREALL          D    R      A    WINGS                     Cloocmk-­‐mupe  rscpiaalc  Ge  rfeoern  b  Bicuyicldleins.  g    TChhee  ceknliAsrte  s  upsrotajeincat  bisil  idtye  ssitgannedda  trod  se.    xceed  the  Build  it  Green  Residen’al  Checklist  and  the  Stopwaste.org  Small   510/316-­‐0443 owner: FLASH'G                                FLASHING                   NO./  #                               NUMBER                         STL STEEL                       ZONING  DISTRICT: MU-­‐R 1819  5th  Street  LLC BD                               BOARD                             FL                                 FLOOR                             STRUC STRUCTURAL                       768  San  Luis  Road BTWN                             BETWEEN                             F.O.                                 FACE  OF...                           O.C.                               ON  CENTER                         SUPPL SUPPLEMENTAL                       OCCUPANCY: F-­‐1  &  R-­‐3 n    w13°12'10" Berkeley,  CA    94707 BLDG                             BUILDING                       F.W.                                 FINISH  WALL             contact:  Frances  Hellman BLK                             BLOCK                     O.D.                               OUTSIDE  DIAMETER                         SUSP SUSPENDED                       Landscape: TYPE  OF  CONSTRUCTION: TYPE   IIIB  and  Type   V   NON-­‐RATED  &  1-­‐HOUR  RATED s    e13°12'12" 510.642.6135 O.DR.                               OVERFLOW  DRAIN                         BBMLK    G                                                         BBELOAMCK    I    N      G                                     GA                                 GAUGE                             O.F.C.I. OWNER  FURNISHED,   T&G TONGUE  AND  GROOVE                       The  landscape  consists  of  the  following  3  zones  and  in  all  cases  will  be  at  least  80%   APPLICABLE  CODES: 2010  CALIFORNIA  BUILDING  CODE T.O. TOP  OF...                     B.O.                               BOTTOM  OF...                             GAL                                 GALLON                           CONTRACTOR  INSTALLED naAve  and  the  rest  drought  tolerant  /  Mediterranean  variety: 2010  CALIFORNIA  MECHANICAL  CODE contractor  /  esHmator: TEL TELEPHONE                     GALV                               GALVANIZED                             O.H.                       OPPOSITE  HAND 2010  CALIFORNIA  ELECTRICAL  CODE GFI                               GROUND  FAULT  INTERRUPTER                             THK THICK  OR  THICKNESS                       2010  CALIFORNIA  PLUMBING  CODE Holland  &  Harley  ConstrucAon,  Inc. 1) PlanAng  strips  along  5th  Street  sidewalk   C                               CHANNEL                             TS TUBE  STEEL               AS  AMENDED  BY  BUILDING  STANDARDS  COMMISSION,   702  F  Harrison  St. C.J.                               CONTROL  JOINT GL                               GLASS                             PERF PERFORATED                         TYP TYPICAL                       2) Parking  area  along  south  property  line STATE  OF  CALIFORNIA  AND  THE  CITY  OF  BERKELEY Berkeley,  CA    94710 CL                               CENTERLINE GWB                                 GYPSUM  WALL  BOARD                             3) Rear  PaAo contact:    Chip  Harley PL                               PLATE                         CLR                               CLEAR                             GYP                                 GYPSUM                       U.B.C. UNIFORM  BUILDING  CODE                       LOT  SQUARE  FOOTAGE: 19,610  SQUARE  FEET s  76°47'18"  w 141.03' 510-­‐528-­‐3373  ph PLYWD                               PLYWOOD                         CLG                               CEILING                             U.N.O. UNLESS  NOTED  OTHERWISE                       510.528.3704  f C.H.                             CEILING  HEIGHT                           HDR                                 HEADER                             PNL                               PANEL                         U.O.N. UNLESS  OTHERWISE  NOTED                       UHliHes: (E)  BUILDING  SQUARE  FOOTAGE: 10,311  SQUARE  FEET F-­‐1  manufacturing CMU                           CONCRETE  MASONRY  UNIT                 HDW                                 HARDWARE                             PTD                               PAINTED                         CDR                         CEDAR               HORIZ                                 HORIZONTAL                             PT                               PRESSURE  TREATED                   PROPOSED   GROSS  FLOOR  AREA: 11,662  SQUARE  FEET [7679  sq.  |.  /  200  =  38.4  occupants] structural  engineer: COL                               COLUMN                             HB                                 HOSE  BIB                             PTN                               PARTITION                         VAR VARIES                       Electric,  telephone,  cable  uAliAes  will  run  underground  to  the  south  western  corner  of  1819  5th  Street.    A  solar  pv  array  of  approximately  30   [7,679  SQUARE  FEET  F-­‐1  +   3983  SQUARE  FEET  R-­‐3] per  table  1015.1: 1  exit  required CONC                               CONCRETE                         VER VERIFY                       KW  under  a  separate  permit  is  to  be  located  on  the  roof.    Water  and  gas  service  will  remain  underground. per  1014.3  except.  1: common  path  of  egress  travel  <  100' HT                                 HEIGHT                           Jeffrey  Weber  &  Associates,  Inc. C.O.T.G.                                CLEAN  OUT  TO  GRADE                       V.I.F. VERIFY  IN  FIELD                       PROPOSED   LOT  COVERAGE: 51% per  table  1016.1: travel  distance  <  250' 1939  Harrison  Street,  Suite  215 CONT                                 CONTINUOUS VERT VERTICAL                     Oakland,  CA    94612 CNTR                                 CENTER                     I.D.                                 INSIDE  DIAMETER                         R.                                 ROUND                       Grading  &  Drainage: FAR: 60.1% R-­‐3  caretaker  residence contact:    Jeff  Weber CT                                 CERAMIC  TILE                             INS                               INSULATION                         RDWD               REDWOOD                 510-­‐251-­‐9578  ph W.R. WATER  RESISTANT                       [1214  sq.  |.  /  200  =  6.1  occupants] INT                                 INTERIOR R.O.                       ROUGH  OPENING W WASHER             The  site  slopes  approximately  1.75%  from  the  rear  of  the  site  to  the  front.    There  will  be  minimal  grading  given  the  level  nature  of  the   PROPOSED  #  OF  UNITS: 2   per  table  1015.1: 1  exit  required 510.251.9580  f DBL                                 DOUBLE                             RAD                               RADIUS W/ WITH                       site  and  that  there  is  no  plan  to  build  outside  the  exisAng  footprint.    Spoils  will  be  removed  from  the  site.    The  site  and  downspouts  will   DIA.                                 DIAMETER                             JST.                                 JOIST                             REINF.                               REINFORCING WD WOOD                     be  gravity  drained  to  the  exisAng  storm  drain  on  5th  Street. PROPOSED  OVERALL  HEIGHT: 32'-­‐6" mechanical  engineer: DIM                                 DIMENSION                             JT                                 JOINT                             REQ'D                               REQUIRED                       WP WATERPROOF                 R-­‐3  main  residence DN                                 DOWN                             RM                               ROOM                       OPEN  SPACE  REQUIREMENT: 150  SQUARE  FEET  /  DWELLING  UNIT  REQ'D [3007  sq.  |.  /  200  =  15  occupants] McCracken  &  Woodman,  Inc. DR                               DOOR                             K.D.D.F.                              KILN  DRIED  DOUGLAS  FIR                             2  UNITS  X  150  =  300  SQUARE  FEET  REQUIRED per  1021.1: 1  exit  required 355  Grand  Avenue 425   SQUARE  FEET   [SHARED]   PROVIDED  @  UPSTAIRS   Oakland,  CA    94610 DTL                                 DETAIL                           Fire  Suppression: OUTDOOR  DECK  BETWEEN  RESIDENTIAL  UNITS contact:  Marc  Woodman DWG                                 DRAWING                   510.-­‐763-­‐4891  ph The  enAre  project  will  be  installed  with  a  new  fire  sprinkler  system  that  saAsfies  the  requirements  of  NFPA  13. PARKING  REQUIREMENTS: 1   AUTO   PARKING  SPACE  /  DWELLING  UNIT  REQ'D 510-­‐763-­‐0619  f GENERAL  NOTES DRAWING  SYMBOLS NO   ADDITIONAL  PARKING  REQ'D  FOR  EXISTING   MANUFACTURER  USE.   2  UNITS  X  1  SPACE  =  2  PARKING  SPACES  REQ'D electrical  engineer: 4  PARKING  SPACES   PROVIDED 1. All  work  described  by  these  documents  shall  be  performed  in  full  accordance  with  all  applicable  codes,  including   Cammisa  and  Wipf  Electrical   but  not  limited  to  the  2010  ediAon  of  California  Building  Code,  ALL  parts,  and  applicable  state  and  local  fire,  safety   1  BIKE  PARKING  SPACE  /  2000  SF   MFR  SPACE ConsulAng  Engineers 7,850  /  2000  =  4  BIKE  SPACES  REQUIRED 642  Harrison  St and  energy  codes. ElevaAon  Marker 10  PROVIDED   San  Francisco,  CA    94107 contact:    George  Puffeu 2. The  Contractor  shall  not  fabricate  or  install  any  work  where  they  have  reasonalbe  knowledge  that  the  Contract   415-­‐863-­‐5740  ph SETBACK  REQUIREMENTS: FRONT  YARD  =   0' Documents  may  be  in  conflict  with  applicable  codes  or  interpretaAons  of  the  authority  having  jurisdicAon.    Any   415.863.5758 SIDE  &  REAR  =  0'  @  NON-­‐RESIDENTIAL  NEIGHBOR Area  DesignaAon such  informaAon  shall  be  immediately  brought  to  the  auenAon  of  the  architect. SIDE   &  REAR  =  10'  @  RESIDENTIAL  NEIGHBOR   3. All  workmanship,  material,  and  equipment  shall  be  guaranteed  for  one  year  from  date  of  substanAal  compleAon,   civil  engineer: inspecAon  and  acceptance  of  work.    Any  failure  or  deterioraAon  within  this  period  shall  be  corrected  by  the   Centerline PARCEL  MAP contractor  at  the  Contractor's  expense. 6th  Street David  Franco  Civil  Engineer 1930  Shauuck  Avenue,  Suite  A Berkeley,  CA    94704 4. The  Contractor  shall  be  responsible  for  coordinaAon  of  all  building  systems  and  their  respecAve  trades  including   1808 1822 1830 For Assessment Use Only contact:    David  Franco but  not  limited  to:  architectural,  structural,  landscape/drainage,  plumbing,  mechanical,  electrical,  fire  suppression,   1 Detail  Reference 1800 1810 1812 1814 1816 1820 1826 1832 1900 510-­‐848-­‐1930 a5.1 and  smoke  detecAon  systems,  with  parAcular  auenAon  paid  to  the  coordinaAon  of  framing  with  electrical  &   mechanical  systems  to  provide  complete  working  systems. 02 22 5. The  Contractor  is  responsible  for  the  safety,  acAons  and  conduct  of  his  employees  and  his  subcontractors  ' Door  DesignaAon 88 employees  while  in  the  project  area,  adjacent  areas  and  in  the  building  and  its  vicinity. 1 6. The  Contractor  shall  be  held  responsible,  so  far  as  his  or  her  operaAons  are  concerned,  for  the  care  and   preservaAon  of  exisAng  uAliAes,  roads,  sidewalks  and  adjacent  property.    He  shall  also  be  held  responsible  for  the   Window  DesignaAon 8 1 1 care  and  preservaAon  of  exisAng  construcAon  to  remain  and  vegetaAon  to  remain  as  indicated  on  the  Drawings.     8 Any  part  of  them  injured,  damaged  or  disturbed  because  of  his  or  her  work  shall  be  repaired,  replaced,  or  cleaned   at  Contractor's  expense. Work  Point 7. The  Contractor  shall  review  these  plans  thoroughly,  make  a  detailed  site  visit,  and  shall  immediately  bring  any   6 1 8 inconsistency,  site  layout  problem,  or  any  other  request  for  clarificaAon  to  the  architect  for  resoluAon  prior  to   construcAon. SecAon/elevaAon 1/a1.1 8. Non-­‐architectural  drawings  are  supplemental  to  the  architectural  drawings.    If  a  discrepency  exisAs  between   architectural  and  consultant  drawings,  such  discrepency  shall  be  brought  to  the  auenAon  of  the  architect  prior  to   the  installaAon  of  said  work.    Do  not  proceed  with  effected  work  unAl  the  variaAon  or  discrepency  is  resolved  by   12 Slope 814 15 3 8 the  architect. C-­‐32401 1 9. Coordinate  construcAon  phasing  with  Owner,  as  necessary. 2 Interior  ElevaAon 4 2 10.The  General  Contractor  shall  call  for  all  architectural,  structural  and  governmental  inspecAons  as  required,  and  as   A2.3 80 et 8081 3 12.31.2013 in  the  SpecificaAons.    Provide  10  day  min.  noAce  for  all  site  reviews  by  Architect/Engineer. e 1 1819  5TH  STREET ren.  date 3 tr 1809 8 S 11.ObservaAon  by  the  Structural  Engineer  is  required  for  structural  conformance  to  the  approved  plans.    Refer  to   Threshold  @  Material  Change e   r a Structural  Engineering  drawings  and  specificaAons. w a el 9 12.Special  InspecAons  are  anAcipated  for  this  project.    Refer  to  Structural  Engineering  drawings  and  specificaAons  for   D 80 1  Hour  Fire-­‐rated  Enclosure 6 0 required  Special  InspecAons.   8 1807 6 0 8 13.All  materials,  finishes,  manufactured  items,  and  equipment  shall  be  installed  in  full  accordance  with  the  supplier's   or  manufacturer's  wriuen  recommendaAons  or  as  described  in  these  Contract  Documents,  whichever  is  more   Property  Line stringent. 1805 e u 14.Requests  to  subsAtute  any  product,  technique,  or  material  shall  be  submiued  in  wriAng  to  Architect  for  approval.   n e v Samples,  product  informaAon,  and  drawings  shall  be  required  prior  to  subsAtuAon  approval.  Proposed  subsAtuAon   Tree A t   shall  be  of  equal  quality  and  performance  specificaAon  to  that  originally  specified. s r a 2 e 15.All  dimensions  are  to  face  of  framing  or  top  of  bearing,  U.O.N.    Contractor  to  verify  all  specified  dimensions  in  the   80 H field.  Discrepancies  shall  be  brought  to  the  immediate  auenAon  of  the  Architect. 1 Equipment  DesignaAon 3 0 0 0 8 8 16.Dimensions  shall  govern  these  drawings.    DO  NOT  SCALE  DRAWINGS.    Wriuen  dimensions  and  notes  take   precedence  over  scaled  dimensions  and  line  drawings.    Should  there  be  discrepancies  in  themselves  or  between   them,  Contractor  shall  contact  Architect  for  clarificaAon.    In  the  event  of  discrepancies,  the  appropriate  method  of   ORTH N Drawing  Number, 800 performing  the  work  and/or  items  to  be  incorporated  into  the  scope  of  the  work  shall  be  determined  by  the   ROJECT  N 1 PTrruoeje  Ncto  Nrtohr  tAhr  rAorwrow, 1801 1823 1827 DRAWING  INDEX Architect  or  Engineer. P 1803 17.Typ.  door  rough  opening  dimension  from  adjacent  wall  is  3"  U.O.N. Tv  Cable  Jack TV 18.If  drawing  sheet  is  less  than  30"  x  42",  it  has  been  reduced  from  the  original. 5th  Street architectural 19.Drawings  of  exisAng  faciliAes  are,  in  general,  diagrammaAc.  Exact  locaAons  shall  be  determined  by  the  Contractor   Data  /  Telephone  Jack from  field  measurements  taken  by  Contractor's  personnel.    Actual  arrangement  of  the  work  shall  follow  locaAons   1798 t0.0 TITLE  SHEET C 7 L 0 4 shown  on  the  drawings  within  the  constraints  of  exisAng  equipment  and  construcAon.     1802 1828 L d 7 6 1804 1808 1812 1816 1818 1824 1830 building  key ,   a 4 1 a0.1 SITE  &  LANDSCAPE  PLAN t o 20.The  Contractor  shall  inspect  the  exisAng  premises  and  take  note  of  exisAng  condiAons  prior  to  submixng  prices.     e 9 8 R commercial a1.0 EXISTING  BUILDING  AND  DEMO   PLAN e   9 No  claim  for  addiAonal  fees  will  be  allowed  for  difficulAes  encountered,  which  could  have  reasonably  been  inferred   r s   A   0 a1.1 FIRST  FLOOR  PLAN t i C 2 from  such  an  examinaAon.  Drawings  of  exisAng  site  condiAons  are  to  be  used  as  guidelines.   S u   -­‐ mixed  use a1.2 SECOND  FLOOR  PLAN   L , 7 h   y 21.Where  details  are  not  specifically  indicated,  similar  details  (or  descripAon)  shall  apply.     a1.3 ROOF  PLAN 5t an le 05 22.The  Contractor  shall  submit  reproducible  shop  drawings  to  Architect  for  Owner's,  Architect's,  and  Engineer's   residenAal a1.4 FIRST  FLOOR  REFLECTED  CEILING  PLAN 9    S ke :     1 8 r n approval. a1.5 SECOND  FLOOR  REFLECTED  CEILING  PLAN 8 6 e p 1 7 B a 23.The  Contractor  shall  remove  all  construcAon  debris  at  the  end  of  the  job  and  dispose  of  it  legally,  clean  all  new   a2.0 EXISTING  ELEVATIONS vicinity  map windows,  and  leave  the  job  site  broom  clean.  Contractor  shall  reduce  construcAon  waste  and  dispose  of  waste   1 project  north a2.1 EXTERIOR  ELEVATIONS materials  per  Spec.  Div.  2. Scale:    1/32"  =  1'-­‐0" a2.2 EXTERIOR  ELEVATIONS t e e 24.Refer  to  the  Geotechnical  Report,  Job  #  S218AA,  dated  October  03,  2006,  prepared  by  Jensen  -­‐  Van  Lienden   a2.3 MATERIALS  &  COLORS h Associates,  Inc.  Geotechnical  Engineering  Consultants.    All  work  to  conform  to  the  site  work,  drainage  and   a2.4 PERSPECTIVE  &  PHOTO  MONTAGE s   e foundaAon  recommendaAons  of  the  Geotechnical  Report.   l t a3.1 BUILDING  SECTIONS H 25.Refer  to  Title  24  Energy  Code  compliance  calculaAons  prepared  by  McCracken  and  Woodman  for  addiAonal   a3.2 BUILDING  SECTIONS informaAon. a3.3 BUILDING  SECTIONS   final  design   review 26.Roof  and  site  drainage  to  be  directed  to  exisAng  storm  drain  line,  as  shown  in  plans. a5.2 DIVISION  5  GUARDRAIL  &  MISC.  STEEL  DETAILS 27.Sanitary  sewar  to  be  connected  to  exisAng  lateral,  with  cleanouts  and  grades  to  Berkeley  City  standards. date: phase: a7.1 DIVISION  7  DETAILS 09.08.11 use  permit 28.Documents  for  Deferred  Submiuals  shall  be  provided  by  the  Contractor  to  the  Architect  to  review  prior  to   a7.2 DIVISION  7  DETAILS 12.02.11 REV  1  use  permit submixng  to  the  Building  Department  for  Permits.    The  Deferred  Submiual  items  shall  not  be  installed  unAl  the   a7.3 DIVISION  7  DETAILS 04.20.12 building  permit 06.21.12    final  design  review Deferred  Submiual  documents  have  been  approved  by  the  Building  Department.    Contractor  shall  provide   a8.1 DIVISION  8  DETAILS Deferred  Submiual  documents  for:  Fire  Sprinklers,  Fire  Alarm;  Security  System;  Plumbing,  Radiant  Heat;   a8.3 DIVISION  8  DETAILS Mechanical  VenAlaAon;  Solar  PVs. civil c1.0 GRADING  &  DRAINAGE  PLAN t0.0 not for construction 141'-­‐0" maFhew  stromberg Architect,  LEED  AP 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m 4" landscape  notes: [email protected] 6'-­‐ Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   landscape  concept: of  service,  is  the  property  of  stromberg  architecture. (e)  gas  meters  to  1819; 141.03' 1821;  1823  5th  Street n  76°47'09"  e 1. The  general  landscape  concept  is  to  preserve  the  exisGng  street  trees  and  add   architect: [1"  main  service] planGng  along  the  (n)  sidewalk  planGng  strips  and  in  the  Parking  area  and  rear   " 11 PaGo  as  shown.   Madhew  Stromberg 2'-­‐ 2113  9th  Street general  notes: Berkeley,  CA    94710 k ac 510.316.0443 etb 1. The  locaGon  and  character  of  uGliGes  as  shown  is  per  field  measurements  and  or   [email protected] "s records  of  controlling  agencies  and  is  approximate.    On  site  underground  items   0 0'-­‐ may  exist.    Contractor  shall  verify  locaGon  of  all  uGliGes  and  underground   (n)  fire  sprinkler  f.d.c. 1 structures  prior  to  construcGon. owner: 2. Fine  grade  soil  to  balance  cut  and  fill  and  to  ensure  posiGve  drainage  away  from   1819  5th  Street  LLC all  buildings. 768  San  Luis  Road Berkeley,  CA    94707 refuse  pick  up  area 3. All  new  plants  shall  be  selected  for  their  drought  tolerance,  hardiness,  and  fire   contact:  Frances  Hellman resistance,  with  preference  toward  naGve  or  mediterranean  species. 510.642.6135 4. LocaGons  of  new  plants  shall  not  obstruct  view  corridors. contractor  /  esMmator: 5. PlanGng  areas  shall  be  amended  prior  to  planGng,  and  all  planted  areas  shall  be   mulched  with  2-­‐3"  of  bark  following  planGng.    Provide  shredded  redwood  or   Holland  &  Harley  ConstrucGon,  Inc. cedar  on  slopes  over  3:1,  any  bark  based  wood  product  on  slopes  under  3:1. 702  F  Harrison  St. Berkeley,  CA    94710 6. ExisGng  street  trees  to  remain. contact:    Chip  Harley 510-­‐528-­‐3373  ph general  irrigaGon  notes: 510.528.3704  f 1. All  planted  areas  shall  be  watered  with  a  combinaGon  of  low  volume  micro  spray   heads,  drip  and  trickle  line  emiders,  and  limited  spray  heads.    All  automaGcally   valved  and  controlled. structural  engineer: (e)  curb  cut 2. PlanGng  areas  to  have  water  distribuGon  of    4  gpm. Jeffrey  Weber  &  Associates,  Inc. 1939  Harrison  Street,  Suite  215 3. The  irrigaGon  system  controller  shall  contain  an  automated  rain  shut  off  device. Oakland,  CA    94612 contact:    Jeff  Weber 13 4. Spray  head  adjustments  shall  result  in  head  to  head  coverage  w/  minimum   510-­‐251-­‐9578  ph 4'-­‐0" 9.04 overspray  onto  adjacent  structures.    no  overspray  against  building. 510.251.9580  f ' general  site  lighGng  notes: area  of  finish  grading  for  future landscaping.    remove  exisGng mechanical  engineer: 1. All  landscape  lighGng  to  be  energy  efficient,  12v  or  120v  and  automaGcally  Gmed. concrete  slab  on  grade  fragments and  prep  for  topsoil,  slope  to  drain. McCracken  &  Woodman,  Inc. 2. PosiGoning  of  light  fixtures  shall  not  result  in  glare  and  shall  not  disturb  neighbors. 355  Grand  Avenue Oakland,  CA    94610 3. Overall  night  illuminaGon  of  site  shall  be  modest  and  shall  underline  the  layout  of   contact:  Marc  Woodman the  buildings  and  landscape  as  well  as  conform  to  the  general  light  level  of  the   (n)  planGng  strip  in (e)  fence  to  remain,  typ. neighborhood. 510.-­‐763-­‐4891  ph public  right  of  way,  typ. 510-­‐763-­‐0619  f -­‐  see  notes  this  sheet  for planGng  info (e)  plants  along  fence  to electrical  engineer: remain,  typ. Cammisa  and  Wipf  Electrical   ConsulGng  Engineers plant  notes: 642  Harrison  St San  Francisco,  CA    94107 new  trench  drain   naGve  &  drought  tolerant  plants: contact:    George  Puffed (e)  street  tree  to typ.,  s.c.d. 415-­‐863-­‐5740  ph remain,  typ. 1. Lyonothamnus  floribundus   Santa  Cruz  Island  Ironwood 415.863.5758   manufacturing 2. Ribes  sanguinium  glu*nosum   Pink  flowering  Currant [7679  sq.  U.] civil  engineer: 1 3. Iris  douglasiana Pacific  Coast  Iris 3 9 .0 5' 4. Aster  chilensis   Coast  Aster David  Franco  Civil  Engineer 1930  Shaduck  Avenue,  Suite  A 5'-­‐0" 5. Zauschneria   California  Fuchsia Berkeley,  CA    94704 contact:    David  Franco line  of  entry  awning  above 6. Eriogonum  giganteum   Saint  Catherine's  Lace 510-­‐848-­‐1930 shown  dashed note:  8'-­‐0"  clr.  above  public 7. Arctostaphylos   Manzanita   r.o.w. new  downspout,  typ. 8. Rosmarinus  officianalis   Rosemary 9. Callistemon  (dwarf  variety)   Bodlebush (n)  accessible  entry  to 10. Vaccinium  ovatum   Huckleberry 1819  5th  Street 6'-­‐3" 11. Penstamon  heterophyllus   Foothill  Penstamon 12. Dryopteris  arguta   Coastal  Wood  Fern (n)  bench  and  plants  in exisGng  planGng  strip 13. Eriogonum  grande  var  rubescens   Red-­‐flowered  Buckwheat stl.  and  wood   bench 14. Carex  tumulicola Berkeley  Sedge " 1 9'-­‐ 15. Carex  buchananii Leather  Leaf  Sedge 3 (e)  uGlity  vault  to  remain new  trench  drain   1 typ.,  s.c.d. 16. Carex  flagellifera Weeping  Brown  Sedge (e)  water  main  to  remain 17. Kniphofia  citrina Red-­‐Hot  Poker  (yellow) paGo  w/  pervious   pavers 18. Kniphofia  uvaria Red-­‐Hot  Poker  (red) (e)  light  pole  to  remain C-­‐32401 (e)  uGlity  vaults  to  remain 8'-­‐6"  radius manifold paGo 1r2e.n31.  .d2a0t1e3 030 general  site  plan  notes: n  13 parking: °1 2 '1 (n)  tree  to  match  exisGng  w0" 1. (N)  "parGally"  accessible  van  parking  stall  to  be  provided  for  manufacturing   tree  species  along  block manifold occupant  use. note:  consult  with  City note:  due  to  technical  infeasibility  of  fully  accessible  parking  stall,  owner  to  apply   Forestry  and  Architect  prior line  of  second   for  unreasonable  hardship  exempGon  for  disabled  parking. to  locaGng  new  tree floor  projecGon   sidewalk: above manifold 1. New  sidewalk  to  have  5'  min.  r.o.w.  with  max  cross  slope  of  2%. 10'-­‐0"setback s  1 2. ExisGng  curb  cuts  to  remain,  max  driveway  slope  to  be  17%. 3 °1 2 Benchmark  Title '12 3. New  bench  in  exisGng  planGng  strip  at  building  entry  intended  to  meet  the   Benchmark  ElevaGon  e" definiGon  of  "Minor  Encroachment"  as  defined  in  BMC  16.18.010D. new  landscape   4. Entry  awning  to  be  min.  8'-­‐0"  above  public  r.o.w.  and  shall  comply  with  CBC   light  fixture  typ.,   Chapter  32. see  a1.4  for  add'l   info caretaker  residence main  residence t [1214  sq.  U.] [2769  sq.  U.] e 44'-­‐10" e r t S   h t 5 C 7 L 0 4 L d 7 6   a , 4 1 t o e 9 8 R e   9 (e)  building  along  sidewalk r s   A   0 t i C 2 (e)  curb  cut (/n  s)e  icnu-­‐sriwtyin  gga  teentry   9'-­‐0"  min. way  width pa0r0k0ing arpperaremevapion    ovsgfue,    bfi  ceognxrmiisashdGp  eang  cgrftao    adars  innpbdgha    sasfellootcr  por  peeuam  rtrsonke  ia  dnanrgnat.  ds  i  n,  .and   s1t6a'l-­‐l  0le",n  tgytph. 11'-­‐0"  min. aisle  width notpeal:i  rnvkeein  roigffy    tp  ulbeorircncvayaiGocroloueuns    pn  [wadnri  otkshnhin  -­‐oomgww  (an1nn  0edd  raab  pstiokhreireoysdr]) 1819  5th  S 768  San  Lu Berkeley,   apn:    057-­‐ transformer  bollard,  typ., e v to  installaGon s.e.d. ri d (n)  accessible  path  of  travel " at  (Bn)e  rskideelewya  Plku  bpleicr    CWitoyr  oksf 9'-­‐0 8'-­‐0" 8'-­‐0" 8'-­‐0" and lan p requirements 28'-­‐8" ite   pe   electric  vehicle   s a (e)  manhole  -­‐  see  c1.0 8'-­‐0" 18'-­‐0"   charging  staGon,  s.e.d. c parGally  accessible min. ds 8'-­‐0" parking  stall (e)  fence  t(on  )r  epmlaanitns,  typ.  -­‐  see 6'-­‐0"  min. all  depth lan 1 st notes  this  sheet date: phase: 09.08.11 use  permit 3'-­‐0" " 61"x80" 0 12.02.11 REV  1  use  permit transformer pad 7'-­‐ 04.20.12 building  permit (e)  street  tree  to  remain  and new  plants  to  provide 0" screening  of  bteraynosnfdo,r  mtyepr. 3'-­‐ s  76°47'18"  w 141.03' 2'-­‐0" min proposed  site  &  landscape  plan (n)  hose  bib wheel  stop,  typ. (e)  vegetaGon  along new  planGng  strip 1 project  north a0.1 both  sides  of  fence  to Scale:    3/16"  =  1'-­‐0" remain (e)  building,  typ. note:  exis*ng  site  survey  info  provided  by  Bay  Area  Land  Surveying  Inc.,  December  2006 not for construction 4'-­‐3  3/4" 41'-­‐1  1/4" 16'-­‐0  1/2" 30'-­‐3  1/4" 4'-­‐2  3/4" a a.2 a.3 a.4 a.6 b c c.9 d 1 2 2 2/a2.2 1 3. 3. 3. 3. a a a a / / / / maIhew  stromberg 1 2 1 2 Architect,  LEED  AP 1 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] " +0'-­‐7  1/4" +0'-­‐9  1/4" +0'-­‐10  1/2" +0'-­‐11  3/8" +1'-­‐0  1/4" +1'-­‐0" +1'-­‐0  1/4" +1'-­‐0  3/4" 5/8 Coof  pseyrrvigichet  ,  ©is    2th0e1  2p  rsotproemrtby  eorfg    satrrochmitbeecrtgu  raer,  cshoitlee  ctpurroep.rietorship.    This  document,  as  an  instrument   2   4'-­‐ architect: MaKhew  Stromberg 2113  9th  Street Berkeley,  CA    94710 510.316.0443 [email protected] (e)  floor  slab  to  be  removed  and   replaced,  s.s.d. owner: " 1'-­‐8 1819  5th  Street  LLC 1 768  San  Luis  Road Berkeley,  CA    94707 contact:  Frances  Hellman 510.642.6135 contractor  /  es%mator: +1'-­‐0  1/2" Holland  &  Harley  ConstrucVon,  Inc. 702  F  Harrison  St. 2 Berkeley,  CA    94710 4" +1'-­‐2  3/4" contact:    Chip  Harley 3/ 510-­‐528-­‐3373  ph 4'-­‐5   510.528.3704  f +0'-­‐9  3/4" structural  engineer: Jeffrey  Weber  &  Associates,  Inc. 1939  Harrison  Street,  Suite  215 Oakland,  CA    94612 contact:    Jeff  Weber (e)  rear  wall  to  be  removed 510-­‐251-­‐9578  ph 510.251.9580  f (e)  truss-­‐supported  roof   " above 6 12'-­‐ mechanical  engineer: McCracken  &  Woodman,  Inc. 355  Grand  Avenue Oakland,  CA    94610 contact:  Marc  Woodman 510.-­‐763-­‐4891  ph 510-­‐763-­‐0619  f +1'-­‐0  1/2" +1'-­‐1  1/8" +0'-­‐11  7/8" " 1'-­‐9 3 electrical  engineer: +1'-­‐2  1/4" (e)  windows  to  be  replaced   Cammisa  and  Wipf  Electrical   shown  dashed,  typ. ConsulVng  Engineers -­‐see  elevaVons +0'-­‐9  1/8" 642  Harrison  St San  Francisco,  CA    94107 contact:    George  PuffeK (e)  in  floor  scale  to  be  relocated all  exisVng  roof  framing  to   area  of  (e)  un-­‐even  slab 415-­‐863-­‐5740  ph -­‐see  a1.1 be  salvaged  for  future   surface 415.863.5758 future  use,  sale,  or   (e)  interior  walls  to  be   exchange removed  shown  dashed civil  engineer: exisVng  in-­‐floor  scale demoli%on  notes: 4'6"x6'3" " David  Franco  Civil  Engineer 2 6'-­‐ 1. General  Contractor  shall  exercise  reasonable  precauVon  in  the  protecVon  of  all   1930  ShaKuck  Avenue,  Suite  A 1 exisVng  finishes  to  remain  and/or  all  exisVng  substrates  to  receive  new  finish;   Berkeley,  CA    94704 +1'-­‐1  7/8" +0'-­‐11  1/8" Schedule  and  coordinate  all  trades  to  eliminate  damage  to  all  floor  materials   contact:    David  Franco +0'-­‐11  1/2" once  installed;  Provide  protecVve  coverings  for  all  floor,  parVVon  and  ceiling   510-­‐848-­‐1930 finishes  to  remain  in  the  project  area  and  for  all  finishes  which  may  be  subject  to   traffic  or  construcVon  acVvity  in  adjacent  areas;  Provide  protecVve  covering  for   all  windows  and  other  glass  to  remain. 2. Contractor  shall  provide  Vghtly  sealed  access  to  non-­‐construcVon  areas  as   required  by  Owner.     +1'-­‐3  3/8" 1 1 a2. office office a2. 3. Contractor  shall  be  responsible  for  seeing  that  each  subcontractor  cleans  up  and   / / removes,  daily,  any  and  all  debris  generated  by  construcVon  operaVons,  making   1 2 +0'-­‐11  3/8" ready  for  all  subsequent  subcontractors. " 4. Salvage  all  usable  items,  wood  framing,  doors  and  windows,  for  reuse  in  the   0 1'-­‐1 4 construcVon  project,  sale,  or  exchange.  Materials  that  are  to  be  re-­‐used  shall  be   well  protected  from  moisture  or  other  damage.   " 2 +1'-­‐2  1/2" / 1 5. Contractor  shall  maintain  a  truck  or  other  vehicle  for  removal  of  waste  materials   5   7'-­‐ 2/a3.3 daily  from  site.    Waste  materials  shall  be  transported  to  such  vehicle  by  covered   10 rubber-­‐Vred  carts.    Sort  all  demoliVon  and  construcVon  waste  material  for   recycling  (separate  piles  for  different  types  of  materials),  and  haul  to  appropriate   guKer waste  recyculing  and  reuse  faciliVes. shop -­‐0'-­‐5  5/8" 6. Contractor  shall  remove  from  demolished  walls  or  porVons  of  walls  all  power   circuits  and  switch  legs  back  to  first  juncVon  box.    Any  lighVng  fixtures  removed   +0'-­‐11  1/2" from  the  space  and  not  disposed  of  shall  be  salvaged  as  directed  by  the  Owner's   representaVve.    The  contractor  shall  take  care  not  to  unreasonably  cause  damage   to  the  lighVng  fixtures. +1'-­‐3  3/8" C-­‐32401 2" 7. Demolish  all  exisVng  obsolete  communicaVon  and  phone  lines.    Replace  wall   6'-­‐ +0'-­‐9  1/2" 2/a3.3 plates  with  blank  cover  plates  as  required. 1 sidewalk +0'-­‐8  7/8" +0'-­‐9  7/8" 8. Remove  any  millwork  or  wall-­‐mounted  plumbing  fixtures  from  walls  indicated  to   +0'-­‐0" be  demolished  and  not  otherwise  shown.   12.31.2013 ren.  date +0'-­‐  4  1/2" office +0'-­‐10  3/4" +0'-­‐11" toilet 0" 5 1 +1'-­‐3  1/2" 1'-­‐ +1'-­‐3  1/4" +0'-­‐11  1/8" 7" +0'-­‐10  1/4" 2'-­‐ +1'-­‐1  3/8" 1 rear  shed  and  canopy  roof   office structure  removed  under   previous  permit toilet C 7 L 0 4 5'-­‐8" +0'-­‐11  1/8" +0'-­‐10  3/4" +0'-­‐11  3/8" +0'-­‐11  3/4" et,  L oad 947 816 R 6 e   9 +0'-­‐10  3/8" +0'-­‐11  3/4" r s   A   0 t i C 2 S u   -­‐   L , 7 h   y t n e 5 5 a l 0   S e   9   k :   1 8 r n 8 6 e p 1 7 B a 6.1 3'-­‐9" 1'-­‐8" " & n 1 2'-­‐1 g   la 1 n p +0'-­‐11  7/8" 1/a3.3 % o   1/a3.3 office shed s m i x e e d entry 6.9 toilet date: phase: toilet 09.08.11 use  permit +0'-­‐11  7/8" 12.02.11 REV  1  use  permit " 04.20.12 building  permit 8 5'-­‐ +1'-­‐0" +1'-­‐0  1/2" +0'-­‐11  3/4" +1'-­‐0  1/4" 7 +0'-­‐10  1/4" exisVng  building  plan 7'-­‐10" 20'-­‐0  3/4" 6'-­‐11  1/4" 12'-­‐6" 13'-­‐1" 20'-­‐3  5/8" 15'-­‐2  7/8" project  north 1 1 Scale:    1/8"  =  1'-­‐0" 1 2 2 3. a1.0 3. 3. 3. b c /a c.9 d note:  spot  eleva,ons  provided  by  Holland  &  Harley  Construc,on  are  approximate a a a 2 / / / 1 2 1 1/a2.2 not for construction 95'-­‐11  1/2" d   e a a.2 a.3 101 1/a3.1 a.4 a.6 2/a3.2 align  f.o.  finishwall  w/  end  of  conc.  wall,  typ. b c 1/a3.2 2/a2.2 2/a3.1 102 c.9 d maGhewA  rschtirteocmt,  LEbEeD  rAgP 1 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   of  service,  is  the  property  of  stromberg  architecture. no  new  work  at  (e)  non-­‐conforming   architect: wall  with  38%  area  opening   d) 115 refuse  and (n)  fire  sprinkler  box b-­‐panel 8'-­‐0" fin0is1h1ing 113 [sreeexmpcaaerieand;  aso  sn1  i5  sd%  pis  etaarl  lnCocBweCa]  .  b3  l4We0  aw4l.li1  tthoi  nb  e3    ' 103 eq.  ( M2B1ea1r_k3eh  9leetwhy,      SSCttArr  eo  e9mt4b7e1r0g recycling su 2 510.316.0443 hosebib,  typ area 5'-­‐0"  f.o.f. 5 3'-­‐0"  f.o.f. [email protected] 1 1/a3.2 -­‐see  p1.1  for  add'l  info a4.1 shotcrete  wall  completed  under   3 centerline  of  window previous  permit  #11-­‐1328 owner: up equipment b-­‐panel 178618  9S  a5nth  L  uStisre  Reota  LdLC 015 su woodshop Berkeley,  CA    94707 +0" 112 f.o.  finished  w/  f.o.  brick 2 a443.1 1/a3.2 ele0ct1ri2cal  sub-­‐panel,  typ.  s.e.d.,   64 eq.  (d) c5o1n0t.6ac4t2:.  6Fr1a3n5ces  Hellman 111 landing align  wall   1 3 a4.1 1 contractor  /  esOmator: grinding 2 Holland  &  Harley  Construc;on,  Inc. 2 702  F  Harrison  St. 010 Berkeley,  CA    94710 contact:    Chip  Harley all   510-­‐528-­‐3373  ph w1 h  10 510.528.3704  f 101 nisor   (e)  moment  frame,  s.s.d. awlaiglln  w  f./o  .f  .ofi.n  bisrhicekd   align  f.o.  finished  wall  w/  f.o.  jamb 1'-­‐3" f.o.  fi@  do q.  (c) structural  engineer: e 114 115 line  of  soffit  ceiling  above ductwork,  s.m.d. Jeffrey  Weber  &  Associates,  Inc. -­‐see  a1.4  for  add'l  info 1939  Harrison  Street,  Suite  215 shop  equipment,  typ,  see  p1.1   Oakland,  CA    94612 for  add'l  informa;on 0'0" contact:    Jeff  Weber sidewalk centerline  of  door 510-­‐251-­‐9578  ph 4" 510.251.9580  f +12" 116 ramp finished  slab sub-­‐panel mechanical  engineer: McCracken  &  Woodman,  Inc. ra1m2"p sjolainbt    cwo/n  s1t5r'u  mc;aoxn.    sopra  ccoinngt  rtoyl  p.,   117 equipment equipment 102 eq.  (c) 3O5a5k  lGanradn,  dC  AA  v  9e4n6u1e0 contact:  Marc  Woodman 110 (e)  moment  frame,  s.s.d. review  layout  with  architect   014 013 510.-­‐763-­‐4891  ph prior  to  construc;on manufacturing 510-­‐763-­‐0619  f top bo_om top bo_om 009 116 117 118 119 3 electrical  engineer: sub-­‐panel Cammisa  and  Wipf  Electrical   Consul;ng  Engineers 642  Harrison  St align  with  sawtooth San  Francisco,  CA    94107 clerestory  windows  above contact:    George  Puffe_ slab  cut  for  surface  mounted   line  of  skylight  above  shown   eq.  (c) 441155.-­‐886633.-­‐55775480  ph sliding  door -­‐see  division  8  details dashed,  typ.,  see  roof  plan line  of  loading  dock  roof   above  shown  dashed 4" civil  engineer: line  of  sec;onal  door ramp hardware  above,  typ. centerline  of  door David  Franco  Civil  Engineer 1930  Sha_uck  Avenue,  Suite  A 114 Berkeley,  CA    94704 contact:    David  Franco machine shop 510-­‐848-­‐1930 tool  storage  shelves,  o.f.c.i. 008 4'-­‐11  1/2" 4'-­‐11  1/2" 1'-­‐6  3/4" 3'-­‐6  1/2" 2'-­‐6" wall  hooks,  o.f.c.i c) line  of  storage  area  above   103 q.  ( e align  f.o.  finished  wall   shown  dashed 2.1 w/  f.o.  window  jamb 2.1 /a alterna;ng  tread  stair  to  solar   /a plan  notes: 1 2 118 119 u;lity  area  above sub-­‐panel -­‐see  a5.1  for  add'l  info 1. All  dimensions  are  to  face  of  framing  u.o.n.,  except  doors  and  windows  which   4 4'-­‐0" 6" are  to  face  of  finished  jamb,  u.o.n. +0" up 1'-­‐ 2. See  enlarged  Kitchen  and  Bath  plans  on  sheet  a1.6  for  addi;onal  dimension   layout  informa;on. finished  slab urinal 2/a3.3 0fi'n0i"shed  slab tra11n10s39om 32"  clr.24"  min. dis0p01lay 6'-­‐0"    min. align  wall  w/  stair  nosing  and  door  jamb 5'-­‐0" 006 120 up wshaollw  mn  oduanstheedd  ,s  hoe.fl.vce.is.  above   2/a33.3 e  of  wall1 +fi1n1ished  slab +fi1n5is"hed  grade eq.  (c) 34.. IfiAatrnehsxlslsest  tpeus  asuomrltelpnr  bsnups,lieco  ibeetcriusqteli,srust  a,sys  ilpyaa    ossnrmtyfyce  se  thbmthnoeletosrm,  s,c    Cs,,kfi    hocihxnelntaigpltuvv,rsr  eiab,ne    cnasgfta,c,oo    skeatrti    qnenbtuodngei    e,eppc  rfnamrsro  sa,se  evmhbnwiorditanowe,  cgr  aenak,c  sl,.lhc      saesapnusnesdcgoch  eirr  firieiesteie  sndam  fn  toohdsrra    c  aotses  itamz  hrereeeedqr  n  n  sustoh  uifrtaope  larpdl      bo  apterloal  t    r  ttfho  oer    f   tool storage +12" 2/a3.2 a41.1 2/a3.1 nterline  7/a7. cinotmenptl.  e  tCeo  tnhter  awctoorrk    ainls  oc  otnof  oprrmovaidnece  c  awlcituhl  aa;llo  anpsp  floicra  abllle  s  ucochd  eitse  amnsd    atsh  ere  dqeusiirgend    by   007 finished  slab cese 4" the  authoirity  having  jurisdic;on. ramp 6" centerline  of  door 5. Provide  tempered  glazing  where  required  by  code.    See  Door  and  Window   C-­‐32401 5'-­‐ 5'-­‐3  5/8" 10'-­‐0" 2/a3.3 Schedules  for  addi;onal  informa;on. 2/a3.3 6. Refer  to  Window  and  Door  Schedules  for  window  and  door  detail  reference   112 informa;on. 3 1 1 entrance  floor   12.31.2013 a4.1 grid  per  spec. p floor  drain  in  sloped   7. See  Plumbing  &  Equipment  sheet  p1.1  for  addi;onal  informa;on  regarding   ren.  date 2 sbtel.n  acnhd  wd.    ramp  u1:12 ccoonnccrreettee    bcuarsbin 120 121top 122bo_om 124top 123bo_om 125top 126bo_om 128top 127bo_om 104 105 1'-­‐3" o.  finish  wall@  door  105 eq.  (c) 89.. eSsAepexqlleteu  eec  iPrpxifiiilmosuc;rmae  na;nbgsoti    ,nnbn  pg  rei  ilncc&uekfm  os  Emrsbqmaiaunrasyigpo.;    mn  fioRrxneeyt.n  umitsr  oe  stvsho,ee    b  webetaa    tgdpee  1rmn.  1thol  eyfro  tacartl  reep  rwal,u  naimtenhddb    a  ianh  cngohd,s  i  esare  peblpp  iobolirsai  n.bntrceiecd  k  aa  nrtad  ik  neet  qeturoii  oparmv  aoenidnd    t   lockers  and  stools,   f. mtl.  railing 123 124 typ.  o.f.c.i. sub-­‐panel sub-­‐panel damage  to  masonry  units.    Contractor  to  perform  a  mortar  analysis  to  verify   replacement  mortar  is  compa;ble  with  the  exis;ng  mortar.    Match  color  of   n n 5 6" mullio mullio exis;ng  mortar.    Do  NOT  waterproof  the  exerior  masonry  wall. e  of   e  of   10. Refer  to  interior  eleva;ons  for  window  height,  countertop  height,  shelf  height,   n n af.loig.  nw  sintedpo  win    jsalambb  w/   122 dryer 6'-­‐4" stl.  col.  typ.,  s.s.d. eq.  (f) centerli eq.  (f) eq.  (f) centerli eq.  (f) +11" and  plumbing  fixture  moun;ng  height  informa;on. 4'-­‐0"    min. 3'-­‐0"  clr.,  s.e.d. finished  slab in  progress main  switchboard, washer 4 s.e.d. 106 b) 3 a41.4 1 floor  finish  per   128 eq.  ( wall  types  legend: +fi1n2is"hed  slab 8'-­‐6"  radius bat0h02ro2om w0as0cs4hhedule 126 2'-­‐1"  clr. cl0o2s4et manifold 3'-­‐1  1/4" s-­‐steaeir    1a/bao5v.e1    sfohro  wadnd  d'l  aisnhfoed 2 a413.2 2/a3.1 - a43-.3 - note:    see  finish  schedule  and  eleva;ons  for  addi;onal  info 1 1 exis;ng  8"  thick  brick  masonry  wall centerline  of  door  and   bath sitting windows  above 145 soffit  above 025 2 023 stucco  wall 2x8  plate;  2x8  studs;  sheathing  (s.s.d.),  7/8"  portland   rveelroifcya  tloecda  i;no-­‐flno  woirt  hsc  aarlech,  itect 121 floor  drain  and  hwh  / utility 1 a46.3 3 5'-­‐10"  up  approx.  20R  @  7.5" cbeam_  einnstu  plala;sotenr;    seexete  firinoirs;h  7  s/c8h"e  pdlualseter  interior;  r-­‐19  min.   &  19T  @  11" 111 glass  block  window manifold hvac  supply,  s.p.d. 005 4 129 b) patio exterior  wall 6 0" reloc4a'6tsec"xda6l  ei'n3-­‐"floor 141(nc)op  wna1cn4inre2edlt,o  esw  e1p  ei4an  t3e  c(lhee,)v    as1o.;4pso.4ednn.ing 18"32" min.clr. 125sub-­‐pan3'-­‐8"  clr.    min.el manifold 4'-­‐10  1/2" align align  f.o.  finished  wall  w/  f.o.  brick 2'-­‐4"  clr. 130 cl0o2s6et 3'-­‐1  1/4"7" line(  onf)    ssetlc.  osnstrhduo  cflwtounor  red  ,aa  sbs.hos.evdde. eq.  ( 030 cwo/n  bcrueiltte-­‐i  no  ubtbdqo  oanr  dk  istcinhken   i2sw2srn-­‐iixxdd1at66eie9lnl    rs    ppngmi,  oll;oaar  ri-­‐5tttn  1ee  1/.r9  ;;8-­‐eb      h22"qmao  xxug_u66iwin  rr    iss.e    nbrttbds,auu  au  t;ddte_lolssaed      ;;b(  i,  n  sswoeoh.ssn  rauei.  ;  nld1lal  as  s.xt)(e;uh  ;pwe  olie1an  ndrfit  g  le.  .Cna    d  B(syinssiCed.oh  srtit  .  nased5bgc:./  )hl  8epa,e    "t1a7d    rx2tiu;yn  0wlpat.e1eled  (rh  2.  Xio)e    irigtg,  ewhmbt      #cb  o1on4tch-­‐  1re.3t)e   eet,  LLC Road  94707 98164 1'-­‐ r s   A   0 hose  bib,  typ,  s.p.d. interior  un-­‐rated  wall t i C 2 2x6  plate;  2x6  studs  (s.s.d.);  r-­‐19  min.  ba_   S u   -­‐ sid0e'w0"alk 108 nding 127 +12" 131 +12" Benchmark  Title floor  finish  per  schedule lsihnoew  onf    sdoaffisht  eadbove   insula;on;  see  finish  schedule 5th   an  L ley, 057 6.1 tra1n1s0om +la0n"dinugp +fi1n2is"hed  slab 3'-­‐0"  min.  la +p1e8d"estal +fi1n2is"hed  slab 135 finished  slab 129 finisheBde  snlcahbmark  Eleva;on eq.  (a) i2isnnixdts6eeu  rslpai;  ol;asrteo  eaen;  c    fioawlnutoisesv;rhenc  n  saw  c;bhaneelgtld  w2uexlee4n  s  tsutudds  s(;  s5.s/.8d  .g);w  rb-­‐1  b3o  btah  _   1819   768  S Berke apn:     up  approx.  20  risers  at  7.2"   transom transom -­‐see  sheet  a5.1  for  add'l  info interior  un-­‐rated  wall decora;ve  gas 104 2x4  plate;  2x4  studs  (s.s.d.);  r-­‐13  ba_  min.  insula;on;   fireplace  in  plate see  finish  schedule n 136 steel  surround 130 a align  step  w/  concrete  pedestal 1 1 l centerline  of  window,   p 105 1/a3.3 4 2 2 - 1 2 1/a3.3 sink,  &  island 2-­‐hour  parapet  (per  CBC  table  720.1(2)  item  #15-­‐1.7  or  15-­‐1.8) r   1/a3.3 137 131 a4.3 a4.3 2x6  plate  with  2x6  studs  @  16"  o.c.;  exterior  face  to  have   o 2 2 2/a3.1 1  layer  5/8"  type  X  gwb;  building  paper;  lath;  portland   o living room entry hall a4.2 3 3 cement  plaster.    interior  face  to  have  lath  and  portland   fl living dining kitchen 028 003 1 106 cement  plaster;  see  a7.1  for  add'l  informa;on t   109 1/a3.3 022 021 020 s 138 132 r 2 fi 3 1 6.9 a42.1 139 eq.  (a) downspout,  typ.,  s.c.d. (n)  stl.  structure,   133 date: phase: s.s.d. 09.08.11 use  permit 140 k 12.02.11 REV  1  use  permit c 134 bri 04.20.12 building  permit e)   o.  ( 2" tv w/  f. 7 1'-­‐ all   w 108 1'-­‐1" wall 107 of  wall1'-­‐1" 1'-­‐6" of  col. 107 1 1'-­‐9" of  col. of   1'-­‐8" nished   1'-­‐4"a.1 1/a3.1 29'-­‐2" a.5 nterline  of   1/a2.2 2/a3.2 1/a3.2 b centerline   c 8'-­‐0" c.1 centerline   8'-­‐0" c.2 8'-­‐0" 2/a3. c.3 8'-­‐0" c.4 centerline   8'-­‐0" c.5 c.9 centerline  col.  [v.i.f.] d align  f.o.  fi 1 pScraolep:    o1/s4e"  d=    1fi'-­‐r0s"t  floor  plan project  north not for construction a1.1 e c a a.2 a.3 a.4 a.6 b c c.9 d 1 2 2 2/a2.2 1 3. 3. 3. 3. a a a a / / / / 1 2 1 2 maGhew  stromberg Architect,  LEED  AP 1 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] stl  guardrail -­‐see  a5.2 Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   of  service,  is  the  property  of  stromberg  architecture. architect: provide  2-­‐hour  parapet within  5'  of  property  line MaRhew  Stromberg -­‐see  wall  types  legend 2113  9th  Street alternaBng  tread   Berkeley,  CA    94710 open  to  below stair  to  below 510.316.0443 -­‐see  10/a5.1  for   [email protected] add'l  info deck owner: 302 solid  wd.  top 1819  5th  Street  LLC 301 768  San  Luis  Road guardrail,  typ. Berkeley,  CA    94707 dn. contact:  Frances  Hellman 510.642.6135 top top boRom top boRom top boRom top boRom top boRom top boRom 313 line  of  wall   contractor  /  esNmator: loft 201 202 203 204 205 206 207 208 209 210 211 212 1a/3.3 below 2 314boRom 301 3 a43.2 - H70o2ll  aFn  Hda  &rr  iHsoanrl  eSyt  .ConstrucBon,  Inc. top loC  area  calc:   Berkeley,  CA    94710 311 2 contact:    Chip  Harley mezzanine  area  limited  to   510-­‐528-­‐3373  ph line  of  storage  area  above   312 boRom 1/3  of  the  room  below 510.528.3704  f Woodshop  and  Grinding   Room  doors  below 407  sq.  C.  x  .33  =  134.3 sq.  C.  allowed top structural  engineer: 309 134  provided Jeffrey  Weber  &  Associates,  Inc. equipment  closet   open  to  below 310 1939  Harrison  Street,  Suite  215 walls boRom Oakland,  CA    94612 contact:    Jeff  Weber top top top 510-­‐251-­‐9578  ph 307 305 303 301 302 510.251.9580  f 308 306 304 top boRom boRom boRom boRom 1 3. mechanical  engineer: b c c.1 c.2 a c.3 / 2 McCracken  &  Woodman,  Inc. 355  Grand  Avenue Oakland,  CA    94610 contact:  Marc  Woodman 510.-­‐763-­‐4891  ph 510-­‐763-­‐0619  f top boRom top boRom top boRom top boRom top boRom top boRom 213 214 215 216 217 218 219 220 221 222 223 224 proposed  second  floor  loC  plan project  north 3 2 electrical  engineer: Scale:    1/4"  =  1'-­‐0" Cammisa  and  Wipf  Electrical   ConsulBng  Engineers 642  Harrison  St San  Francisco,  CA    94107 contact:    George  PuffeR 415-­‐863-­‐5740  ph 415.863.5758 open  to  below make-­‐up  air  louver  in   sawtooth  sidewall,  s.m.d. civil  engineer: David  Franco  Civil  Engineer 1930  ShaRuck  Avenue,  Suite  A Berkeley,  CA    94704 contact:    David  Franco 510-­‐848-­‐1930 open  to  below 1 1 2. 2. a a / top boRom top boRom top boRom top boRom top boRom top boRom / plan  notes: 1 2 225 226 227 228 229 230 231 232 233 234 235 236 1. All  dimensions  are  to  face  of  framing  u.o.n.,  except  doors  and  windows  which   4 are  to  face  of  finished  jamb,  u.o.n. stair 2. See  enlarged  Kitchen  and  Bath  plans  on  sheet  a1.6  for  addiBonal  dimension   4 layout  informaBon. stair 2/a3.3 3. Install  necessary  blocking,  backing,  framing,  hangers  and  other  support  for   5 fixtures,  equipment,  shelving,  and  casework. 4. All  supports,  anchors,  clips,  fasteners,  braces  and  reinforcement  for  all   mezzanine assemblies,  systems,  fixtures,  equipment,  accessories  that  are  not  a  part  of   130 bathroom  fan  duct   the  structural  system,  have  not  been  shown,  specified  or  sized  shall  be  the   guardrail,  see from  below responsibility  of  the  Contractor  to  provide  all  such  items  as  required  to   interior open  to  below complete  the  work  in  conformance  with  all  applicable  codes  and  the  design   elevaBons guardrail,  see   intent.    Contractor  also  to  provide  calculaBons  for  all  such  items  as  required  by   interior  elevaBons the  authoirity  having  jurisdicBon. C-­‐32401 5. Provide  tempered  glazing  where  required  by  code.    See  Door  and  Window   3'-­‐0"  clr.  min. 2/a3.3 Schedules  for  addiBonal  informaBon. 6. Refer  to  Window  and  Door  Schedules  for  window  and  door  detail  reference   solar informaBon. 131 1r2e.n31.  .d2a0t1e3 mezzanine  area  calc:   7. See  Plumbing  &  Equipment  sheet  p1.1  for  addiBonal  informaBon  regarding   equipment,  plumbing  fixtures,  water  heater,  and  hose  bibs. mezzanine  area  limited  to   8. See  Plumbing  &  Equipment  sheet  p1.1  for  plumbing,  appliance  and  equipment   1/3  of  the  room  below specificaBon  informaBon. solar  inverter,  tbd 570  sq.  C.  x  .33  =  188  sq.   9. All  exisBng  brick  masonry  is  to  be  gently  cleaned  and  repointed  at  interior  and   top boRom top boRom top boRom top boRom C.  allowed nel exterior  as  necessary.    Remove  bad  mortar  with  a  chisel  or  brick  rake  to  avoid   pa b-­‐ damage  to  masonry  units.    Contractor  to  perform  a  mortar  analysis  to  verify   187  provided su 237 238 239 240 241 242 243 244 replacement  mortar  is  compaBble  with  the  exisBng  mortar.    Match  color  of   5 exisBng  mortar.    Do  NOT  waterproof  the  exerior  masonry  wall. 10. Refer  to  interior  elevaBons  for  window  height,  countertop  height,  shelf  height,    desk   and  plumbing  fixture  mounBng  height  informaBon. bathroom  fan  duct   grommet,  typ. from  below guardrail dormer  sidewall,  typ. in  progress fixed  wd.  desk,  w/   skylight  above,  typ. file  cabinets  below   245 storage see  roof  plan shown  dashed wall  types  legend: 132 note:    see  finish  schedule  and  elevaBons  for  addiBonal  info 3 stair open  to  below 264 1 1 246 2 2a stl.  truss,  typ.,  s.s.d. a4.2 exisBng  8"  thick  brick  masonry  wall 1 study stucco  wall 263 109 247 2x8  plate;  2x8  studs;  sheathing  (s.s.d.),  7/8"  portland   hose  bib,  s.p.d. horizontal  vent cement  plaster  exterior;  7/8"  plaster  interior;  r-­‐19  min.   terminaBon  for baR  insulaBon;  see  finish  schedule bbq,  s.p.d. bathroom  fan  below exterior  wall CL window  &  doors stl.  guardrail,  see   dn. floor  finish  per   248 2x6  plate;  2x6  studs;  sheathing  (s.s.d.),  1x  wd.   schedule,  typ. a5.2 siding;  5/8"  gwb,  Ble,  or  1x  wd.  siding  at  interior,   13'-­‐0" skylight  above,  see   r-­‐19  min.  baR  insulaBon;  see  finish  schedule roof  plan C 7 265 266 262 201 202 203 204 315 above 316 above 317 above i2nxt6e  rpiolart  e1;-­‐  h2oxu6r  s  rtautdesd  (  sw.sa.ldl    .)(;p  e1r    lCaByCe  rt  a5b/l8e  "7  2ty0p.1e(  2X)    igtewmb    #b  1o4th-­‐  1.3) ,  LL ad 470 164 sides,  r-­‐19  min.  baR  insulaBon.    note:  parBal  height  concrete   t o 6 manifold 215 1 - CL wall wall  not  required  to  be  insulated ree s  R A    9 098 fixed  eshleevlaf,B  soene st3air d/w 3'-­‐11" 4 a453.3 2 2 a441.2up- a-­‐sleteer  n1a0B/an5g.  1tr  feoard  a  sdtda'ilr    itnof  oloC  abov+fie1n3is'h6e"d  floor 3'-­‐0"  clr. sub-­‐panel 249 i2innxts6eu  rlpaiolBarto  eun;n  ;2  -­‐srxea6et  e  sfidtnu  widssah  l  (lssc.sh.edd.)u;  lre-­‐19  min.  baR   5th  St an  Lui ley,  C 057-­‐2 bath   S e   6.1 skylight  above,  typ., 6'-­‐10" 4'-­‐0"  radius dn. 3 3'-­‐4  1/2" 261 201508 206 st2air 207 209 w10.c4. 211 eq. i2isnnixdts6eeu  rslpai;  olBasrteo  eaen;  c    fioawlnutoisesvBrhenc  n  saw  cBbhaneelgtld  w2uexlee4n  s  tsutudds  s(;  s5.s/.8d  .g);w  rb-­‐1  b3o  btah  R   1819 768   Berk apn:   see  roof  plan 217 2 2 4 interior  un-­‐rated  wall CL stl.  col. a4.4 250 2x4  plate;  2x4  studs  (s.s.d.);  r-­‐13  baR  min.  insulaBon;   1/a3.3 277 1 1a/a463.2.3 3 3'-­‐3  3/8" 220 h12a1ll 218 bsstyt.eslp.a.  d.cm,.  os  l.ausb.mdo.nvk.  ei,  tche1n / bfast 267 d1e1c0skkylight,  see  roof  plan 1/a3.3 wd.  nicCLh2e'd-­‐  1too"o  pcrslr. 1 1a/a4323.2.3 2/a3.1 master bedroom manifold closet bathing 212 ma4st3ea &441r . 33baat2h 1/a3.3 coef  nbtaeyr  line   s221ex  -­‐lhe6ao    yfipuenlrrai    st5peh/a    8wrsa"ci  phttheye  ptd  2e(uxp  l6Xee  r  s  gCtwuBCdb  s;t    ab@bul  ei1l  d76i2"n0  go.1  .pc(2a.;)p    eietxertm;e  l  ra#ito1h5r;  -­‐  f1pa.7oc  erot  rtl  ao1n  5hd-­‐  1a.v8e)   oor  plan bed2room clr. w/d 2 33 4 120 216 bonus room 3 a45.2 1 101 102 105 105b 251 cceemmeenntt    ppllaasstteerr;.      sienete  ar7io.1r    ffaocre  a  tdod  'hl  ainvefo  lramtha  Baonnd  portland   d  fl +1132'56" 2'-­‐4"  q. 221 123 a41.3 flfioxoerd  fi  wnids.h  cabinet 106 2 4'-­‐0" 208 cl1o0s7et w/d con 6.9 e 103 q. e finished  floor per  schedule e s 210 219 closet date: phase: 222 +13'5" 213 09.08.11 use  permit 276 2'-­‐112"  4clr. b1a2t2h 268 finished  deck hdoercizoornaBtavle  v  geanst    fiterrempliancaeB  boenl  ofowr 260 259 214 3'-­‐0"  clr. 252 1024..0220..1112 RbuEVild  1in  ugs  ep  epremrmitit q. e CL wall 1'-­‐2  1/2" 7 275 274 273 272 271 270 269 258 257 256 255 254 253 CLwall  [align  w/  wall   CLwall  [align  w/  wall   CLbedroom  wall  &   CLbedroom  wall  &   below,  see  a1.1] wd.  post,  s.s.d. below,  see  a1.1] dormer  wall  beyond dormer  wall  beyond 1 a.1 a3.1 linea  bofo  vseu  nsshhoawdne a.5 a3.2 a3.2 stl.  guardrail, b c c.1 c.2 2/a3. c.3 c.4 c.5 c.9 d a1.2 1/ dashed 1/a2.2 2/ 1/ see  a5.2 1 proposed  second  floor  plan project  north not for construction metal  scupper,  typ. Scale:    1/4"  =  1'-­‐0" maFhew  stromberg Architect,  LEED  AP 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   (e)  parapet  to  be  replaced  with  new   of  service,  is  the  property  of  stromberg  architecture. 2-­‐hour  rated  assembly architect: manifold (n)  solar  pv  panel  under  separate  permit,  typ. MaThew  Stromberg note:  approx.  30  kW  system  w/  high   2113  9th  Street efficiency  (SunPower)  modules Berkeley,  CA    94710 510.316.0443 [email protected] n.  slope1/4"  :  1' n.  slope1/4"  :  1' o18w1n9e  5rt:h  Street  LLC mi mi 768  San  Luis  Road Berkeley,  CA    94707 contact:  Frances  Hellman low  sloped  sheet 510.642.6135 waterproofing  membrane mechanical  equipment  on   below  wd.  deck roof  typ.  ,  s.m.d. slope  1/4"  :  1'  min. contractor  /  esNmator: Holland  &  Harley  ConstrucVon,  Inc. 702  F  Harrison  St. Berkeley,  CA    94710 contact:    Chip  Harley 510-­‐528-­‐3373  ph 510.528.3704  f (e)  parapet  to  be  replaced mechanical  equipment,  s.m.d. structural  engineer: Jeffrey  Weber  &  Associates,  Inc. 1939  Harrison  Street,  Suite  215 Oakland,  CA    94612 contact:    Jeff  Weber 510-­‐251-­‐9578  ph notch  beam  to  allow   510.251.9580  f drainage,  s.s.d. e2 p1 mtl  scupper,  conductor   slo5  :   and  downspout mechanical  engineer: McCracken  &  Woodman,  Inc. (n)  skylight,  typ. 355  Grand  Avenue Oakland,  CA    94610 contact:  Marc  Woodman 510.-­‐763-­‐4891  ph 510-­‐763-­‐0619  f proposed  deck  110  drainage  diagram project  north 2 electrical  engineer: Scale:    1/4"  =  1'-­‐0" Cammisa  and  Wipf  Electrical   ConsulVng  Engineers 642  Harrison  St San  Francisco,  CA    94107 contact:    George  PuffeT 415-­‐863-­‐5740  ph 415.863.5758 civil  engineer: David  Franco  Civil  Engineer 1930  ShaTuck  Avenue,  Suite  A Berkeley,  CA    94704 401 402 403 404 contact:    David  Franco e2 cricket,  typ. 510-­‐848-­‐1930 p1 slo5  :   perforated  mtl.   loading  dock  roof e p plan  notes: o1'   min.  sl1/4"  :   1. All  dimensions  are  to  face  of  framing  u.o.n.,  except  doors  and  windows  which   are  to  face  of  finished  jamb,  u.o.n. n.  slope1/4"  :  1' 2. Slaeyeo  uetn  lianrfgoerdm  aKVitochne.n  and  Bath  plans  on  sheet  a1.6  for  addiVonal  dimension   mi slope 3. Install  necessary  blocking,  backing,  framing,  hangers  and  other  support  for   fixtures,  equipment,  shelving,  and  casework. 4. All  supports,  anchors,  clips,  fasteners,  braces  and  reinforcement  for  all   assemblies,  systems,  fixtures,  equipment,  accessories  that  are  not  a  part  of   the  structural  system,  have  not  been  shown,  specified  or  sized  shall  be  the   responsibility  of  the  Contractor  to  provide  all  such  items  as  required  to   complete  the  work  in  conformance  with  all  applicable  codes  and  the  design   intent.    Contractor  also  to  provide  calculaVons  for  all  such  items  as  required  by   the  authoirity  having  jurisdicVon. C-­‐32401 5. Provide  tempered  glazing  where  required  by  code.    See  Door  and  Window   406 407 Schedules  for  addiVonal  informaVon. 405 408 e2 6. Refer  to  Window  and  Door  Schedules  for  window  and  door  detail  reference   p1 slo5  :   informaVon. 12.31.2013 ren.  date 7. See  Plumbing  &  Equipment  sheet  p1.1  for  addiVonal  informaVon  regarding   equipment,  plumbing  fixtures,  water  heater,  and  hose  bibs. 8. See  Plumbing  &  Equipment  sheet  p1.1  for  plumbing,  appliance  and  equipment   specificaVon  informaVon. 9. All  exisVng  brick  masonry  is  to  be  gently  cleaned  and  repointed  at  interior  and   exterior  as  necessary.    Remove  bad  mortar  with  a  chisel  or  brick  rake  to  avoid   damage  to  masonry  units.    Contractor  to  perform  a  mortar  analysis  to  verify   replacement  mortar  is  compaVble  with  the  exisVng  mortar.    Match  color  of   exisVng  mortar.    Do  NOT  waterproof  the  exerior  masonry  wall. 10. Refer  to  interior  elevaVons  for  window  height,  countertop  height,  shelf  height,   and  plumbing  fixture  mounVng  height  informaVon. (2)  solar  hot  water  collectors   e2 ((ne))    tcrouosls  r  aonodf    rfloaotf    rmooefm,  tbyrpa.ne  on   slop5  :  1 ohnea  dto  dremfeerrr  erodo  sf  utbbmd  i[Traadl]iant   roof  plan  notes: 1. All  roof  penetraVons  shall  be  at  center  of  metal  roof  panel,  u.o.n.    Coordinate   pe12 mtl.  fascia  trim locaVons  with  skylight,  solar  panel,  eave  locaVons,  etc.    Verify  locaVons  with   slo6  :   Architect. 410 411 (n)  standing  seam   2. Refer  to  Division  7  details  for  typical  roof  penetraVon  informaVon. metal  roof,  typ. bathroom  vent  fan 3. Skylights  shall  have  tempered  glass. 409 412 terminaVon,  typ. mtl.  high  peak  trim (n)  skylight,  typ. (n)  cool  roof   mtl.  guTer,  typ. membrane  @  low   slope  roof mtl.  gable  trim   min.  slope (n)  skylight range  hood  external  blower C 7 1/4"  :  1' -­‐  see  equipment  schedule bathroom  vent  fan    LL ad 70 64 , 4 1 terminaVon t o e 9 8 R e   9 r s   A   0 t i C 2 S u 416   -­‐   L , 7 h   y t n e 5 5 a l 0   S e   9   k :   413 414 slope3  :  12 415 eck   181 768 Ber apn w  det] n.  at  belos  she ope  1/4":1'  miembrane  roof  ee  diagram  thi slope 1/4s"lo  :p  1e' 2sl  o:  p12e slope f  plan slm[s 2  :  12 o 3  :  12 o 417 418 r e2 p1 slo3  :   date: phase: 09.08.11 use  permit mtl.  guTer  and  downspout,   12.02.11 REV  1  use  permit see  elevaVons 04.20.12 building  permit mtl.  scupper,  conductor  and   downspout  typ.,  see  elevaVons mtl.  downspout a1.3 metal  sunshade,  typ. mtl.  fascia  trim proposed  roof  plan mtl.  scupper,  conductor  and 1 project  north not for construction downspout  below  sunshade Scale:    1/4"  =  1'-­‐0" a a.2 a.3 a.4 a.6 b c c.9 d 1 2 2 2/a2.2 1 3. 3. 3. 3. 5th  Street  Machine  Arts  -­‐  Light  Fixture  Schedule  -­‐  building  permit a a a a / / / / 1 2 1 2 maIhew  stromberg Architect,  LEED  AP 1 fixture  # fixture  descripOon locaOon fixture  count manufacturer waIage ordering  code comments 2113  9th  St  Berkeley,  CA    94710 bk  ligh>ng  "el   black;  down  light;  provide   510.316.0443  m [email protected] type  1 exterior  wall  sconce exterior  walls 15 capitan" 50w EC-­‐8-­‐BLP-­‐911-­‐B remote  transformers  as  req'd light  fixtures  to  be  enclosed  and   Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   of  service,  is  the  property  of  stromberg  architecture. gasketed  in  finishing  room,  typ. exterior  wall  sconce   type  1a (special) door  #107 1 barnlight  electric 42w  CFL H-­‐91512-­‐B-­‐91-­‐CLR-­‐CAL review  loca>on  with  architect architect: finishing Ma^hew  Stromberg review  column  moun>ng  with   2113  9th  Street 011 exterior  post  mount   bk  ligh>ng  "el   architect;  provide  remote   Berkeley,  CA    94710 type  2 light rear  trellis 2 dorado" (2)  x  50w ED-­‐BZP-­‐8/7-­‐9/9-­‐11/11/-­‐B transformers  as  req'd 510.316.0443 [email protected] provide  remote  transformers   type  3 exterior  landscape  light bollard  lights 10 bk  "lites>ck" 20w LT-­‐20-­‐BLP-­‐PP24 as  req'd owner: use  with  "Basis"  Track;  oil   equipment 1819  5th  Street  LLC rubbed  bronze  finish;  provide   768  San  Luis  Road 015 woodshop remote  transformers  as  req'd;   Berkeley,  CA    94707 012 display  001;  mezzanine   tbd  [max.   comply  w/  12.5w  /  q.  per  T24   contact:  Frances  Hellman table table 130;  master  bedroom   12.5w  /  q.  at   translite  "micro  spot   CEC,  90'  @  Display;  15'  at   510.642.6135 3'x4' 3'x4' type  4 track  light  (LED) 101 Shop] G" 7w MIG  -­‐  BTC  -­‐  length  varies  -­‐  LED  -­‐  RB Mezzanine all  white  baffle  and  trim  at   contractor  /  esOmator: recessed  can   verify  w/   75w  [50w  max.   GWB  ceiling;  all  nickel  baffle   grinding type  5 (incandescent) residences architect elco for  I.C.  version] EL  1499IC and  trim  at  wood  ceiling Holland  &  Harley  Construc>on,  Inc. 2 702  F  Harrison  St. 010 Berkeley,  CA    94710 bathroom  102;  urinal   all  white  baffle  and  trim  at   contact:    Chip  Harley (e)  ceiling  to  be   recessed  can  (LED  or  106;  residence  kitchens   verify  w/   14.4w  LED  or   GWB  ceiling;  all  nickel  baffle   510-­‐528-­‐3373  ph cleaned  and   type  5a CFL)) and  bathrooms architect elco 15w  CFL ELD  44  ICA   and  trim  at  wood  ceiling 510.528.3704  f painted,  typ. grinding  room  110;   woodshop  012;   structural  engineer: 8'  high  output  strip   manufacturing  009   lithonia  t8  heavy   wd.  soffit type  6 fluorescent north  bay 14 duty  industrial   110w EJ296HO provide  cage  for  fixture Jeffrey  Weber  &  Associates,  Inc. 1939  Harrison  Street,  Suite  215 CL doors wellmade  products   Oakland,  CA    94612 (e)  moment  frame,  s.s.d. contact:    Jeff  Weber 8'  high  output  strip   t8  enclosed  &   510-­‐251-­‐9578  ph type  6a fluorescent finishing  room  011 2 gasketed (2)  32w   192-­‐*-­‐148-­‐2T8 enclosed  &  gasketed CL doors 510.251.9580  f tool  storage  007;   manufacturing  109   mechanical  engineer: north  bay;  equipment   type  6b 4'  strip  fluorescent closets  013;  014;  015 6 crownlite (1)  32w   1-­‐F32W-­‐T8 McCracken  &  Woodman,  Inc. 355  Grand  Avenue Oakland,  CA    94610 equipment equipment 8'  regular  output  strip   u>lity  closet  005;  solar   (e)  truss  to  be  cleaned  and   contact:  Marc  Woodman type  6c fluorescent storage  131 4 crownlite (2)  32w   2-­‐F32W-­‐T8 painted,  typ. 014 013 510.-­‐763-­‐4891  ph manufacturing 510-­‐763-­‐0619  f remote  mount  ballast;  85   009 manufacturing  009;   150w  ceramic   series  reflector;  see  int.   type  7 shop  pendant machine  shop  008 35 holophane metal  halide PGR  -­‐  15DMP  -­‐  12  -­‐  85  -­‐  U  -­‐  5 eleva>on  for  moun>ng  height 3 electrical  engineer: (e)  stl.  rod  bracing,  s.s.d. remote  mount  ballast;  85   Cammisa  and  Wipf  Electrical   70w  ceramic   series  reflector;  see  int.   Consul>ng  Engineers type  7a display  room  pendant display  room  001 2 holophane metal  halide PGR  -­‐  70DMP  -­‐  12  -­‐  85  -­‐  U  -­‐  5 eleva>on  for  moun>ng  height eq.  b 7'-­‐0" 5'-­‐0" 5'-­‐0" 7'-­‐0" eq.  b 642  Harrison  St San  Francisco,  CA    94107 contact:    George  Puffe^ remote  mount  electronic   415-­‐863-­‐5740  ph ballast;    85  series  reflector;  see   415.863.5758 150w  ceramic   int.  eleva>on  for  moun>ng   ry type  7b sivng  room  pendant sivng  room  023 10 holophane metal  halide PGR  -­‐  15DMP  -­‐  12  -­‐  85  -­‐  U  -­‐  5 height skylight,  typ. clerestove,  typ. 12'-­‐0"  typ.  @  sawtooth 4'-­‐0" machine  shop  008;   cooper  ligh>ng   150w  ceramic   civil  engineer: 8  with  ns  abo CL door  &  skylight  typ.   type  8 wall  mounted  uplight woodshop  012 4 ametrix  roundel metal  halide RN-­‐SI-­‐C-­‐1-­‐E-­‐150-­‐XXX-­‐W-­‐YR David  Franco  Civil  Engineer type  mullio ea  sawtooth  bay type  9 special  pendant dining  room  021;  stair  3 6 tbd assume  70w 1B9e3rk0e  Slehya,^  CuAc  k  9  A47ve0n4ue,  Suite  A vent  duct,  typ.,  s.m.d. gn  fixture  window   mach0in0e8 shop "0-­‐'4 astsoutmale  o  5f  03w00  owr     c5o1n0t-­‐a8c4t8:  -­‐  1D9a3v0id  Franco ali type  9a special  pendant entry  003 6 tbd for  room living  room  022;   verify  w/   type  10 general  pendant caretaker  living  028 architect del  ray  kone  611 26w 6112  -­‐  26  -­‐  1 mount  10'-­‐6"  a.f.f. 1 1 2. 2. a a verify  w/   / / 1 2 type  11 under  cabinet residences architect alkco (3)  x  20w LINCS100HN27-­‐SGD wd.  soffit 4 type  11 residen>al  closets residen>al  closets 6 alkco (3)  x  20w LINCS100HN27-­‐SGD shelf bathroom  mirror   urinal type  12 fixture residen>al  bathroom 4 alko 60w RECESLI 2/a3.3 stl.  beam  typ.,  s.s.d. 006 display sec>on  door type  13 ceiling  fan sivng  room  023 2 emerson  electric 79w CF765 60"  brushed  steel   hardware,  typ. exit 001 fan notes: 1.    review  all  t24  ligh>ng  requirements  prior  to  installa>on 2'-­‐0"  max 2.    review  all  fixture  loca>ons  and  moun>ng  heights  with  architect  prior  to  installa>on tool storage entry  awning   projec>on 007 C-­‐32401 reflected  ceiling  plan  &  lighOng  notes: 2/a3.3 1. The  direc>ve,  if  any,  of  the  building  official  shall  take  precedence  over  this   sign  light  in relocated  stl.  rod   ceiling  finish  per  schedule drawing  regarding  loca>on  and  number  of  exit  lights  and  A/V  fire  alarm   par>al  height bracing  in  this  bay,   enunciators. 12.31.2013 conc.  wall ren.  date s.s.d. 2. Ligh>ng  layouts  shown  are  intended  to  indicate  desired  fixture  loca>ons  and   switching.    Ligh>ng  installer  shall  make  a  thorough  confirma>on  of  all  exis>ng   condi>ons  prior  to  commencement  of  work.    Ligh>ng  shall  be  installed  and   review  track  light CL window,  door   circuited  in  full  accordance  with  the  applicable  codes  by  a  licensed  electrician. layout  with &  fixtures line  of  loading  dock   3. Light  fixture  loca>ons  to  be  coordinated  with  exposed  structural  framing  not   architect  prior  to shelves roof  above shown.    Contractor  to  reconcile  conflicts  with  Architect  prior  to  installa>on. installa>on,  typ. 4. Refer  to  Title  24  mandatory  measures  for  addi>onal  ligh>ng  requirements,   such  as  occupancy  sensors,  and  high  efficacy  fixtures,  etc. 5 5. All  systems  exposed  in  the  ceiling,  including  but  not  limited  to  electrical   line  of   conduit,  ligh>ng,  fire  sprinkler,  alarm  and  plumbing  layout  are  to  be  reviewed   fan dryer dormer wd.  soffit with  architect  prior  to  commencement  of  work. stl.  truss, 6. Refer  to  Sec>on  and  Eleva>on  drawings  for  addi>onal  light  fixture  layout   washer typ.  s.s.d. informa>on. 7. Sprinkler  System  to  comply  with  NFPA  13D  and  2010  CBC  all  parts,  and  the   requirements  of  the  local  building  and  fire  departments.    Sprinkler  system  to   be  design/build. bathroom wash cl0o2s4et manifold stl.  rodt  bypri.d  sg.isn.dg., 4'-­‐0" 8. See  Site  Plan  for  addi>onal  landscape  light  fixture  loca>ons. 002 004 CL door  &  ceiling  fans light  types  legend: bath CL toilet,  fan   sitting note:    see  light  fixture  schedule  for  addi>onal  info fan provide  occupancy   025 &  light 023 sensor  in  bathroom 0" utility 4'-­‐ a switching  group 005 CL door,  lights   manifold &  sink patio type  1  -­‐  Exterior  wall  sconce   wd.  soffit 030 type  1a  -­‐  Exterior  wall  sconce  (special) exit closet eq.  (c) eq.  (c) C 7 CL doors  &   026 exterior  landscape  light,   L 0 4 fixtures see  a1.0  for  add'l  loca>ons type  2  -­‐  Exterior  trellis  light   L d 7 6   a , 4 1 t o 6 manifold e R 9 8 type  3  -­‐  Exterior  landscape  light   e   9 wd.  soffit r s   A   0 s eq.  (a) eq.  (a) eq.  (b) eq.  (b) St ui C 2   -­‐ s type  4  -­‐  track  light h    L y, 7 Benchmark  Title 5t an le 05 Benchmark  Eleva>on type  5  -­‐  recessed  can 9    S ke :     1 8 r n 4'-­‐8" 8 6 e p type  6  -­‐  strip  fluorescent  fixture 1 7 B a 6.1 centerline  of   fixtures  &   centerline  of   type  7  -­‐  shop  pendant residence  doors skylights  &  fixtures r g n o n a type  8  -­‐  wall  mounted  uplight o i l fl il p 1/a3.3   e 1/a3.3 t c type  9  -­‐  special  pendant s   r d living room entry hall fi e living dining kitchen t 028 003 type  10  -­‐  general  pendant c 022 021 020 e fl e type  11  -­‐  undercabinet  fixture 6.9 r type  12  -­‐  bathroom  mirror date: phase: 09.08.11 use  permit 12.02.11 REV  1  use  permit eq. eq. 04.20.12 building  permit type  13  -­‐  ceiling  fan 7 s smoke  detector wd.  soffit stl.  header.  s.s.d. stl.  open  web  joist,   typ.  s.s.d. shelves,  typ. stl.  open  web  joist,   1 a.1 a3.1 typ.  s.s.d. a.5 a3.2 a3.2 b c c.1 c.2 2/a3. c.3 c.4 venthood c.5 c.9 d a1.4 1/ 1/a2.2 2/ 1/ 1 first  floor  reflected  ceiling  plan project  north not for construction Scale:    1/4"  =  1'-­‐0" a a.2 a.3 a.4 a.6 b c c.9 d 1 2 2 2/a2.2 1 3. 3. 3. 3. a a a a / / / / 1 2 1 2 maHhew  stromberg Architect,  LEED  AP 1 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] wd.  soffit Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   of  service,  is  the  property  of  stromberg  architecture. architect: Ma[hew  Stromberg 2113  9th  Street Berkeley,  CA    94710 CL stair  &  light   510.316.0443 fixtures [email protected] deck owner: 302 1819  5th  Street  LLC 768  San  Luis  Road Berkeley,  CA    94707 contact:  Frances  Hellman CL door  &  light   510.642.6135 fixtures contractor  /  esNmator: loft es r u t 301 fix Holland  &  Harley  ConstrucJon,  Inc. 2 m   702  F  Harrison  St. o o Berkeley,  CA    94710 r d e contact:    Chip  Harley s b r   510-­‐528-­‐3373  ph e st 510.528.3704  f a m /   w n   g ali structural  engineer: Jeffrey  Weber  &  Associates,  Inc. 1939  Harrison  Street,  Suite  215 Oakland,  CA    94612 contact:    Jeff  Weber 510-­‐251-­‐9578  ph 510.251.9580  f 1 3. mechanical  engineer: b c c.1 c.2 a c.3 / 2 mtl.  sunshade McCracken  &  Woodman,  Inc. 355  Grand  Avenue Oakland,  CA    94610 contact:  Marc  Woodman 510.-­‐763-­‐4891  ph 510-­‐763-­‐0619  f proposed  second  floor  loi  plan project  north 3 2 electrical  engineer: Scale:    1/4"  =  1'-­‐0" Cammisa  and  Wipf  Electrical   ConsulJng  Engineers 642  Harrison  St San  Francisco,  CA    94107 contact:    George  Puffe[ 415-­‐863-­‐5740  ph 415.863.5758 civil  engineer: David  Franco  Civil  Engineer 1930  Sha[uck  Avenue,  Suite  A Berkeley,  CA    94704 contact:    David  Franco 510-­‐848-­‐1930 1 1 2. 2. a a / / 1 2 4 stair 4 stair 2/a3.3 5 mezzanine 130 C-­‐32401 reflected  ceiling  plan  &  ligh0ng  notes: 2/a3.3 1. The  direcJve,  if  any,  of  the  building  official  shall  take  precedence  over  this   solar drawing  regarding  locaJon  and  number  of  exit  lights  and  A/V  fire  alarm   skylight  typ., 131 enunciators. 1r2e.n31.  .d2a0t1e3 see  roof  plan 2. LighJng  layouts  shown  are  intended  to  indicate  desired  fixture  locaJons  and   switching.    LighJng  installer  shall  make  a  thorough  confirmaJon  of  all  exisJng   review  track  light condiJons  prior  to  commencement  of  work.    LighJng  shall  be  installed  and   layout  with circuited  in  full  accordance  with  the  applicable  codes  by  a  licensed  electrician. architect  prior  to installaJon 3. Light  fixture  locaJons  to  be  coordinated  with  exposed  structural  framing  not   shown.    Contractor  to  reconcile  conflicts  with  Architect  prior  to  installaJon. 4. Refer  to  Title  24  mandatory  measures  for  addiJonal  lighJng  requirements,   such  as  occupancy  sensors,  and  high  efficacy  fixtures,  etc. 5 5. All  systems  exposed  in  the  ceiling,  including  but  not  limited  to  electrical   conduit,  lighJng,  fire  sprinkler,  alarm  and  plumbing  layout  are  to  be  reviewed   ceiling  finish  per with  architect  prior  to  commencement  of  work. schedule 6. Refer  to  SecJon  and  ElevaJon  drawings  for  addiJonal  light  fixture  layout   informaJon. storage 7. Sprinkler  System  to  comply  with  NFPA  13D  and  2010  CBC  all  parts,  and  the   requirements  of  the  local  building  and  fire  departments.    Sprinkler  system  to   132 be  design/build. stair 8. See  Site  Plan  for  addiJonal  landscape  light  fixture  locaJons. 1 light  types  legend: study note:    see  light  fixture  schedule  for  addiJonal  info 109 a switching  group type  1  -­‐  Exterior  wall  sconce   ceiling  finish  per   type  1a  -­‐  Exterior  wall  sconce  (special) CL window,  doors   schedule,  typ. C 7 &  light  fixtures CL doors  &  light   centerline  toilet,  fan,   type  2  -­‐  Exterior  trellis  light   LL d 70 64 fixtures fixtures,  and  door ,   a 4 1 t o 6 manifold CL toilet,  fan  &  light CL door  &  light eq.  (c) type  3  -­‐  Exterior  landscape  light   Stree uis  R CA    9 2098 stair fan s   -­‐ 3 q.  (c) type  4  -­‐  track  light th   n  L ey, 57 skylight  above e 5 a l 0 sskeyeli  grohot  fa  pbloavne see  roof  plan sskeyeli  grohot  fa  pbloavne mtl.  sunshade,  typ. b1a0t8h st2air s htyapn  gaitn  ega  r.  od,   fan w.c. eq. type  5  -­‐  recessed  can 819   68  S erke pn:     closet 104 type  6  -­‐  strip  fluorescent  fixture 1 7 B a 6.1 a) q.  ( CL window   type  7  -­‐  shop  pendant e &  light CL door,  sink  &  light fixed  wd. skylight r g n 1/a3.3 s s h12a1ll kitchen / bfast CL wligihntd  ofiwxtsu,r  heasll  &   d1e1c0k eq.  (a) eq.  (b)eq.  (b) master bedroom sskeyeli  grohot  fa  pbloavne manifold cslhoeslfet sbeeaa  trbohooivnf  epglan master bath 1/a3.3 CL bfixatyu,  rseksy,l  imghetd,  itcuinbe,    scianbki,n  leigtht   ttyyppee    89    -­‐-­‐    wspaellc  imalo  puenntdedan  utplight nd  floo d  ceilin pla bedroom w/d 120 bonus room 101 102 105 105b CL w&  ilnigdhotw   type  10  -­‐  general  pendant eco cte 6.9 2'-­‐7" 125 123 CL toilet,  fan  &   s CL dfioxtourr  &es  light   eq.  (a) 106 cl1o0s7et w10/3d CL uligrihntasl  &  q. type  11  -­‐  undercabinet  fixture s refle fan e light  fixture closet type  12  -­‐  bathroom  mirror date: phase: 124 bath CL window  &   CL door  &  light  fixtures eq.  (c) CL windows  &   0192..0082..1111 uRsEeV    p1e  urmsei  tpermit 122 light  fixtures c) light  fixtures 04.20.12 building  permit eq.  (a) eq.  (a) eq.  (a) q.  ( type  13  -­‐  ceiling  fan e CL window  &   CL window  &   light  fixture light  fixture 7 CL window  &   CL window  &   s smoke  detector light  fixtures light  fixture centerline  window  mullion, 1 centerline  windows   ceiling  finish  per a.1 3.1 pendant  fixture  and  skylight a.5 3.2 3.2 b c c.1 wd.  soffit,  typ. c.2 /a3. c.3 &  fixtures c.4 schedule,  typ. c.5 c.9 d a1.5 a a a 2 1/ 1/a2.2 2/ 1/ 1 second  floor  reflected  ceiling  plan project  north not for construction Scale:    1/4"  =  1'-­‐0" maJhew  stromberg Architect,  LEED  AP 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   of  service,  is  the  property  of  stromberg  architecture. architect: a a.1 a.5 b b.1 c c.1 c.2 c.3 c.4 c.5 c.9 d MaYhew  Stromberg 2113  9th  Street Berkeley,  CA    94710 510.316.0443 [email protected] owner: 1819  5th  Street  LLC 768  San  Luis  Road Berkeley,  CA    94707 contact:  Frances  Hellman 510.642.6135 (e)  portland  cement  plaster  parapet  in disrepair  to  be  replaced contractor  /  es%mator: exis%ng  shed  removed  under  previous   permit Holland  &  Harley  Construc%on,  Inc. 702  F  Harrison  St. (e)  brick  facade  to  remain Berkeley,  CA    94710 contact:    Chip  Harley 510-­‐528-­‐3373  ph 510.528.3704  f (e)  steel  sash  warehouse  windows  to be  replaced  at  select  loca%ons -­‐  see  proposed  eleva%ons structural  engineer: exis%ng  grade Jeffrey  Weber  &  Associates,  Inc. 1939  Harrison  Street,  Suite  215 Oakland,  CA    94612 contact:    Jeff  Weber 510-­‐251-­‐9578  ph 510.251.9580  f exis%ng  south  eleva%on mechanical  engineer: 4 Scale:    1/8"  =  1'-­‐0" McCracken  &  Woodman,  Inc. 355  Grand  Avenue Oakland,  CA    94610 contact:  Marc  Woodman 510.-­‐763-­‐4891  ph 510-­‐763-­‐0619  f d c.9 c b.1 b a.2 a.1 a electrical  engineer: Cammisa  and  Wipf  Electrical   Consul%ng  Engineers 642  Harrison  St San  Francisco,  CA    94107 contact:    George  PuffeY 415-­‐863-­‐5740  ph 415.863.5758 (e)  steel  sash  warehouse windows  to  remain (e)  truss  roof  to   civil  engineer: remain exis%ng  shed  and  awning David  Franco  Civil  Engineer removed  under  previous  permit 1930  ShaYuck  Avenue,  Suite  A Berkeley,  CA    94704 contact:    David  Franco 510-­‐848-­‐1930 exis%ng  north  eleva%on 3 Scale:    1/8"  =  1'-­‐0" 7 6.9 6 5 4 3 2 1 C-­‐32401 12.31.2013 ren.  date exis%ng  east  eleva%on 2 Scale:    1/8"  =  1'-­‐0" C 7 L 0 4 L d 7 6   a , 4 1 t o e 9 8 R e   9 r s   A   0 t i C 2 1 2 3 4 5 6 6.1 6.9 7 S u   -­‐   L , 7 h   y t n e 5 5 a l 0   S e   9   k :   1 8 r n (e)  rolling  door  to  be  replaced 8 6 e p 1 7 B a (e)  door  to  be  removed  and opening  re-­‐designed g s (e)  portland  cement  plaster   n n parapet  in  disrepair  to  be   % o replaced s % i a t.o.  roof x approx.  19'-­‐9" e v e (e)  steel  sash  warehouse   (e)  parapet l windows  to  be  replaced  at   +17'-­‐1  1/4" e select  loca%ons   -­‐  see  proposed  eleva%ons (e)  brick  facade  to  remain t.o.  exterior  brick +11'-­‐7  3/4" (e)  chain  link  fence  to  be   date: phase: removed 09.08.11 use  permit 12.02.11 REV  1  use  permit 04.20.12 building  permit window  sill +4'-­‐2" a2.0 exis%ng  west  eleva%on 1 Scale:    1/8"  =  1'-­‐0" not for construction maIhew  stromberg Architect,  LEED  AP 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   of  service,  is  the  property  of  stromberg  architecture. architect: Ma[hew  Stromberg 2113  9th  Street Berkeley,  CA    94710 7 6.9 6 5 4 3 2 1 510.316.0443 [email protected] owner: mtl.  high  peak  trim 1819  5th  Street  LLC 768  San  Luis  Road Berkeley,  CA    94707 standing  seam  mtl.  roof, contact:  Frances  Hellman see  roof  plan 510.642.6135 skylight,  see  roof  plan solar  hot  water  collector  at   contractor  /  es*mator: dormer  roof  as  deferred  submi[al mtl.  sunshade  beyond,  typ. -­‐  see  roof  plan Holland  &  Harley  ConstrucFon,  Inc. 702  F  Harrison  St. solar  PVs,  typ.  as  deferred Berkeley,  CA    94710 submi[al,  see  roof  plan mtl.  fascia  trim contact:    Chip  Harley fiber  cement  siding,  typ. 510-­‐528-­‐3373  ph 510.528.3704  f mtl.  conductor  head  and mtl.  louver,  ptd.,  s.m.d. downspout,  typ. solar  PVs  beyond  under   mtl.  siding,  typ. mtl.  conductor  head  and structural  engineer: separate  permit downspout,  typ. -­‐  see  roof  plan Jeffrey  Weber  &  Associates,  Inc. ss  window  panel perforated  corrugated  mtl. between  windows loading  dock  roof,  see  a5.2 smooth  trowel,  integrally   1939  Harrison  Street,  Suite  215 colored  portland  cement   Oakland,  CA    94612 plaster contact:    Jeff  Weber wood  siding,  clr.  seal,  typ. 510-­‐251-­‐9578  ph 510.251.9580  f smooth  trowel,  integrally colored  portland  cement plaster mechanical  engineer: second  floor control  joint 13'-­‐6" McCracken  &  Woodman,  Inc. 355  Grand  Avenue Oakland,  CA    94610 contact:  Marc  Woodman 510.-­‐763-­‐4891  ph light  fixture,  see  a1.4 mtl.  conductor  head  and   510-­‐763-­‐0619  f downspout  beyond,  typ. (e)  brick  wall electrical  engineer: beam  assembly,  s.s.d. chamfered  window Cammisa  and  Wipf  Electrical   jamb,  see  plan (e)  brick  wall ConsulFng  Engineers 642  Harrison  St San  Francisco,  CA    94107 chamfered  window  jamb,   contact:    George  Puffe[ finished  grade see  plan 415-­‐863-­‐5740  ph s.c.d. 415.863.5758 primary  swing  door " 0 civil  engineer: 4'-­‐ finished  slab 1'-­‐0" 0" David  Franco  Civil  Engineer 1'-­‐ 1930  Sha[uck  Avenue,  Suite  A verFcal  portland  cement  plaster Berkeley,  CA    94704 control  joint  at  grid  6 contact:    David  Franco clear  anodized  aluminum  garage 510-­‐848-­‐1930 paFo  bbq  shown  dashed  for bi-­‐fold  paFo  doors door  w/  lower  solid  panel  and clarity  of  info  beyond clear  glass  panels  above,  typ. exterior  light  fixture,  see  a1.4 ptd.  stl.  corner  guard,  typ. concrete  curb  foundaFon,  s.s.d. conc.  curb  foundaFon,  s.s.d. east  elevaFon 2 Scale:    1/4"  =  1'-­‐0" exterior  eleva*on  notes: 1. Refer  to  Window  and  Door  Schedules  for  window  and  door  detail  reference   informaFon. 2. Refer  to  Window  Schedule  for  windows  designed  to  meet  escape  criteria  of   the  building  code.    Escape  window  sill  height  shall  be  no  more  than  3'-­‐8"  a.f.f.   C-­‐32401 and  open  area  shall  meet  or  exceed  5.7  sq.  Y.  open  area. 3. Window  height  dimensions  shown  are  from  finished  floor  to  finished  window   stool.    See  window  details  for  relaFonship  to  rough  opening  and  interior   elevaFons  for  addiFonal  info. 12.31.2013 ren.  date 4. Where  windows  wrap  corners,  align  sill  heights,  u.o.n. 1 2 3 4 5 6 6.1 6.9 7 main  residence  beyond,   see  1/a3.2 exisFng  roof solar  PVs  under  separate  permit plate  stl.  awning -­‐  see  roof  plan -­‐see  door  detail  for  add'l  info note:  above  8',  max  projecFon  to  be  24'  from  building;   mtl.  siding,  typ. below  8',  max.  projecFon  to  be  4"  from  building metal  sunshade,  typ. fiber  cement  siding  at  sawtooth,  typ. plate  stl.  frame  at  aluminum  windows   note:  at  Display  room  only ptd.  sheet  mtl.  clad C 7 surface  mounted  sliding ss  window  panel  and  corner   L 0 4 property  line,  typ. warehouse  door egress  window cladding ,  L ad 47 16 provide  verFcal  portland [5s.e7e  s  sqc.  hYe.d  mulien.] caltr  .s  eacnoonddiz  efldo  oarl,u  tmypin.um  windows   eet Ro  9 98 cement  plaster  control  joints  at r s   A   0 stl.  beam  assembly, grid  lines  2,  3,  4,  5,  6 smooth  trowel,  integrally  colored   t i C 2 s.s.d. portland  cement  plaster  parapet   S u   -­‐ ax. w/  mtl.  cap  flashing t.o.  parapet h    L y, 7 mtl.  aconndd  duocwtobnres  yhpoeonauddt 3'-­‐8"  m droeabprslkca  ucbrereomdn  ezgnelat  a  swsn  oiandtd  ilzooewwdse    arinl  ur  o(mew)in  so,u  ptmyep  nw.inagr  ewh/o  use   s1e5c'-­‐o7n  3d/  fl4o"  or 19  5t 8  San rkele n:    05 8 6 e p 13'-­‐6"   1 7 B a mtl.  conductor  head  and   alarm  bell downspout  beyond ptd.  steel  entry  /  security  gate -­‐see  a5.2  for  add'l  info exterior  light  fixture,  typ. -­‐see  a1.4  for  add'l  info dark  bronze  anodized accessible  gate  w/   r s electronic  keyed  entry o n aluminum  warehouse i o r replacement  windows e * mail  box  for  1819,   t a 1821,  1823  5th   x ptd.  sheet  mtl. v 10 e e siding a5.2 el exposed  form-­‐Fe, n. smooth  trowel  parFal align  w/  sill  height  at  Display align o. u. height  conc.  wall 6" p.   nofitree:    sinpsrtianslktl  lapenerd  rf  a.Cdri.dtcys. 8'-­‐ 7'-­‐0" 5th    street  machine  arts 8'-­‐9"  ty 7'-­‐0" finished  slab date: phase: " 09.08.11 use  permit 1 1'-­‐0" 2'-­‐1 sidewalk  &   1024..0220..1112 RbuEVild  1in  ugs  ep  epremrmitit showroom   finished  floor   accessible  ptd.   ptd.  sheet  metal   0'-­‐0" ptd.  sheet  mtl.  clad  door exposed  form-­‐Fe,  smooth   mtl.  entry  doors steel  and  wd.  bench clad  door finished  grade  at  curb  cut trowel  concrete  "patch"  w/   concrete  ramp,  see  plan sign  niche west  elevaFon 1 a2.1 Scale:    1/4"  =  1'-­‐0" not for construction

Description:
OCCUPANCY: TYPE OF CONSTRUCTION: . mechanical systems to provide complete working systems. 5. The General Contractor shall call for all architectural, structural and governmental inspec%ons as required, and as All supports, anchors, clips, fasteners, braces and reinforcement for all.
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parcel map drawing symbols abbreviations project statement project info drawing index general ... PDF

44 Pages·2012·18.31 MB·English
by  Matthew Stromberg
#mechanical drawing symbols
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ABBREVIATIONS PROJECT  STATEMENT PROJECT  INFO EGRESS  DIAGRAM mabhew  stromberg PROPERTY  OWNER: 1819  5TH  STREET  LLC Architect,  LEED  AP 2113  9th  St  Berkeley,  CA    94710 +                                 AND                       EA                                 EACH                           LAM                                 LAMINATE                             S.A.D.                               SEE  ARCHITECTURAL  DRAWINGS 768  SAN  LUIS  ROAD 510.316.0443  m Project  DescripQon: n  76°47'09"  e 141.03' LOC                                 LOCATION                         BERKELEY,  CA    94707 [email protected] @                     AT                       ELECT                               ELECTRICAL                           S.D.                                 SMOKE  DETECTOR                       (E)                       EXISTING ELEV                           ELEVATION                           MFR                             MANUFACTURER                             SCHED                               SCHEDULE                       The  Project  aims  to  rehabilitate  a  brick  metal  shop  building  by  renovaAng  the  exisAng  shop  space  and  adding  two  residenAal  units  in  the   TENANT: 5TH  STREET  MACHINE  ARTS Coof  pseyrrvigichet  ,  ©is    2th0e1  2p  rsotproemrtby  eorfg    satrrochmitbeecrtgu  raer,  cshoitlee  ctpurroep.rietorship.    This  document,  as  an  instrument   N                               NEW EQ                                 EQUAL                     S.E.D.                                 SEE  ELECTRICAL  DRAWINGS             spirit  of  the  west  Berkeley  Mixed-­‐Use  ResidenAal  (MU-­‐R)  zone.    The  exisAng  un-­‐reinforced  brick  walls  will  remain  and  are  engineered   MAX                                 MAXIMUM                             EXSTG                               EXISTING                 MECH                               MECHANICAL                         SIM                                 SIMILAR                             with  new  seismic  improvements.    New  dual-­‐glazed  warehouse  replacement  windows  will  replace  the  current  single-­‐glazed  windows   PROJECT  ADDRESS: 1819  5TH  STREET architect: AB                                 ANCHOR  BOLT                       EXT EXTERIOR                       MIN                               MINIMUM                         SL                             SLOPE                       along  the  west  and  south  façade.    In  the  rear  of  the  building,  a  new  sawtooth  roof  will  replace  exisAng  wood-­‐framed  flat  roof  to  draw  in     139.04' Mauhew  Stromberg ABV                                 ABOVE                       MTL                               METAL                     S.C.D.                             SEE  CIVIL  DRAWINGS                         north  facing  light  to  the  machine  shop  and  provide  ideal  orientaAon  for  the  proposed  roof-­‐mounted  solar  PVs.    The  sawtooth  roof  is   ASSESSOR'S  PARCEL  NUMBER: 057-­‐2098164 2113  9th  Street S.L.D. SEE  LANDSCAPE  DRAWINGS                       ADD'L                             ADDITIONAL FAC                               FACTORY                             designed  to  match  the  scale  of  the  exisAng  west  (front)  truss-­‐framed  roof  as  well  as  the  scale  and  character  of  the  neighborhood.    The   Berkeley,  CA    94710 ADJ                                 ADJUSTABLE             F.D.                                 FLOOR  DRAIN                         S.M.D. SEE  MECHANICAL  DRAWINGS                       derelict  east  wall  will  be  removed  and  re-­‐constructed.    Two  residenAal  units  are  planned  to  occupy  exisAng  floor  space  at  the  south  side   ARCHITECT: STROMBERG  ARCHITECTURE 510.316.0443 AFF                                 ABOVE  FINISH  FLOOR                             F.D.C.                             FIRE  DEPARTMENT  CONNECTION                       S.P.D. SEE  PLUMBING  DRAWINGS                       of  the  building  and  are  designed  so  as  not  to  cast  shadows  offsite  or  unreasonably  obstruct  significant  neighbor  views.    AddiAonally,  the   2113  9TH  STREET 139.05' [email protected] ALT                           ALTERNATE                   FF                                 FINISHED  FLOOR                             N.I.C.                               NOT  IN  CONTRACT STD STANDARD                       overgrown  and  unpaved  porAon  of  the  site  just  south  of  the  building  is  to  be  paved  and  stripped  for  4  new  car  parking  spaces  as  well  as   BERKELEY,  CA    94710 APPROX APPROXIMATE                       FIN                                 FINISH NN.ATT.  S    .                                                       NNOATTU  TROA  SL  C      A    L    E                                 SSS.S.D. SSTEAE  ISNTLREUSSC  TSUTEREALL          D    R      A    WINGS                     Cloocmk-­‐mupe  rscpiaalc  Ge  rfeoern  b  Bicuyicldleins.  g    TChhee  ceknliAsrte  s  upsrotajeincat  bisil  idtye  ssitgannedda  trod  se.    xceed  the  Build  it  Green  Residen’al  Checklist  and  the  Stopwaste.org  Small   510/316-­‐0443 owner: FLASH'G                                FLASHING                   NO./  #                               NUMBER                         STL STEEL                       ZONING  DISTRICT: MU-­‐R 1819  5th  Street  LLC BD                               BOARD                             FL                                 FLOOR                             STRUC STRUCTURAL                       768  San  Luis  Road BTWN                             BETWEEN                             F.O.                                 FACE  OF...                           O.C.                               ON  CENTER                         SUPPL SUPPLEMENTAL                       OCCUPANCY: F-­‐1  &  R-­‐3 n    w13°12'10" Berkeley,  CA    94707 BLDG                             BUILDING                       F.W.                                 FINISH  WALL             contact:  Frances  Hellman BLK                             BLOCK                     O.D.                               OUTSIDE  DIAMETER                         SUSP SUSPENDED                       Landscape: TYPE  OF  CONSTRUCTION: TYPE   IIIB  and  Type   V   NON-­‐RATED  &  1-­‐HOUR  RATED s    e13°12'12" 510.642.6135 O.DR.                               OVERFLOW  DRAIN                         BBMLK    G                                                         BBELOAMCK    I    N      G                                     GA                                 GAUGE                             O.F.C.I. OWNER  FURNISHED,   T&G TONGUE  AND  GROOVE                       The  landscape  consists  of  the  following  3  zones  and  in  all  cases  will  be  at  least  80%   APPLICABLE  CODES: 2010  CALIFORNIA  BUILDING  CODE T.O. TOP  OF...                     B.O.                               BOTTOM  OF...                             GAL                                 GALLON                           CONTRACTOR  INSTALLED naAve  and  the  rest  drought  tolerant  /  Mediterranean  variety: 2010  CALIFORNIA  MECHANICAL  CODE contractor  /  esHmator: TEL TELEPHONE                     GALV                               GALVANIZED                             O.H.                       OPPOSITE  HAND 2010  CALIFORNIA  ELECTRICAL  CODE GFI                               GROUND  FAULT  INTERRUPTER                             THK THICK  OR  THICKNESS                       2010  CALIFORNIA  PLUMBING  CODE Holland  &  Harley  ConstrucAon,  Inc. 1) PlanAng  strips  along  5th  Street  sidewalk   C                               CHANNEL                             TS TUBE  STEEL               AS  AMENDED  BY  BUILDING  STANDARDS  COMMISSION,   702  F  Harrison  St. C.J.                               CONTROL  JOINT GL                               GLASS                             PERF PERFORATED                         TYP TYPICAL                       2) Parking  area  along  south  property  line STATE  OF  CALIFORNIA  AND  THE  CITY  OF  BERKELEY Berkeley,  CA    94710 CL                               CENTERLINE GWB                                 GYPSUM  WALL  BOARD                             3) Rear  PaAo contact:    Chip  Harley PL                               PLATE                         CLR                               CLEAR                             GYP                                 GYPSUM                       U.B.C. UNIFORM  BUILDING  CODE                       LOT  SQUARE  FOOTAGE: 19,610  SQUARE  FEET s  76°47'18"  w 141.03' 510-­‐528-­‐3373  ph PLYWD                               PLYWOOD                         CLG                               CEILING                             U.N.O. UNLESS  NOTED  OTHERWISE                       510.528.3704  f C.H.                             CEILING  HEIGHT                           HDR                                 HEADER                             PNL                               PANEL                         U.O.N. UNLESS  OTHERWISE  NOTED                       UHliHes: (E)  BUILDING  SQUARE  FOOTAGE: 10,311  SQUARE  FEET F-­‐1  manufacturing CMU                           CONCRETE  MASONRY  UNIT                 HDW                                 HARDWARE                             PTD                               PAINTED                         CDR                         CEDAR               HORIZ                                 HORIZONTAL                             PT                               PRESSURE  TREATED                   PROPOSED   GROSS  FLOOR  AREA: 11,662  SQUARE  FEET [7679  sq.  |.  /  200  =  38.4  occupants] structural  engineer: COL                               COLUMN                             HB                                 HOSE  BIB                             PTN                               PARTITION                         VAR VARIES                       Electric,  telephone,  cable  uAliAes  will  run  underground  to  the  south  western  corner  of  1819  5th  Street.    A  solar  pv  array  of  approximately  30   [7,679  SQUARE  FEET  F-­‐1  +   3983  SQUARE  FEET  R-­‐3] per  table  1015.1: 1  exit  required CONC                               CONCRETE                         VER VERIFY                       KW  under  a  separate  permit  is  to  be  located  on  the  roof.    Water  and  gas  service  will  remain  underground. per  1014.3  except.  1: common  path  of  egress  travel  <  100' HT                                 HEIGHT                           Jeffrey  Weber  &  Associates,  Inc. C.O.T.G.                                CLEAN  OUT  TO  GRADE                       V.I.F. VERIFY  IN  FIELD                       PROPOSED   LOT  COVERAGE: 51% per  table  1016.1: travel  distance  <  250' 1939  Harrison  Street,  Suite  215 CONT                                 CONTINUOUS VERT VERTICAL                     Oakland,  CA    94612 CNTR                                 CENTER                     I.D.                                 INSIDE  DIAMETER                         R.                                 ROUND                       Grading  &  Drainage: FAR: 60.1% R-­‐3  caretaker  residence contact:    Jeff  Weber CT                                 CERAMIC  TILE                             INS                               INSULATION                         RDWD               REDWOOD                 510-­‐251-­‐9578  ph W.R. WATER  RESISTANT                       [1214  sq.  |.  /  200  =  6.1  occupants] INT                                 INTERIOR R.O.                       ROUGH  OPENING W WASHER             The  site  slopes  approximately  1.75%  from  the  rear  of  the  site  to  the  front.    There  will  be  minimal  grading  given  the  level  nature  of  the   PROPOSED  #  OF  UNITS: 2   per  table  1015.1: 1  exit  required 510.251.9580  f DBL                                 DOUBLE                             RAD                               RADIUS W/ WITH                       site  and  that  there  is  no  plan  to  build  outside  the  exisAng  footprint.    Spoils  will  be  removed  from  the  site.    The  site  and  downspouts  will   DIA.                                 DIAMETER                             JST.                                 JOIST                             REINF.                               REINFORCING WD WOOD                     be  gravity  drained  to  the  exisAng  storm  drain  on  5th  Street. PROPOSED  OVERALL  HEIGHT: 32'-­‐6" mechanical  engineer: DIM                                 DIMENSION                             JT                                 JOINT                             REQ'D                               REQUIRED                       WP WATERPROOF                 R-­‐3  main  residence DN                                 DOWN                             RM                               ROOM                       OPEN  SPACE  REQUIREMENT: 150  SQUARE  FEET  /  DWELLING  UNIT  REQ'D [3007  sq.  |.  /  200  =  15  occupants] McCracken  &  Woodman,  Inc. DR                               DOOR                             K.D.D.F.                              KILN  DRIED  DOUGLAS  FIR                             2  UNITS  X  150  =  300  SQUARE  FEET  REQUIRED per  1021.1: 1  exit  required 355  Grand  Avenue 425   SQUARE  FEET   [SHARED]   PROVIDED  @  UPSTAIRS   Oakland,  CA    94610 DTL                                 DETAIL                           Fire  Suppression: OUTDOOR  DECK  BETWEEN  RESIDENTIAL  UNITS contact:  Marc  Woodman DWG                                 DRAWING                   510.-­‐763-­‐4891  ph The  enAre  project  will  be  installed  with  a  new  fire  sprinkler  system  that  saAsfies  the  requirements  of  NFPA  13. PARKING  REQUIREMENTS: 1   AUTO   PARKING  SPACE  /  DWELLING  UNIT  REQ'D 510-­‐763-­‐0619  f GENERAL  NOTES DRAWING  SYMBOLS NO   ADDITIONAL  PARKING  REQ'D  FOR  EXISTING   MANUFACTURER  USE.   2  UNITS  X  1  SPACE  =  2  PARKING  SPACES  REQ'D electrical  engineer: 4  PARKING  SPACES   PROVIDED 1. All  work  described  by  these  documents  shall  be  performed  in  full  accordance  with  all  applicable  codes,  including   Cammisa  and  Wipf  Electrical   but  not  limited  to  the  2010  ediAon  of  California  Building  Code,  ALL  parts,  and  applicable  state  and  local  fire,  safety   1  BIKE  PARKING  SPACE  /  2000  SF   MFR  SPACE ConsulAng  Engineers 7,850  /  2000  =  4  BIKE  SPACES  REQUIRED 642  Harrison  St and  energy  codes. ElevaAon  Marker 10  PROVIDED   San  Francisco,  CA    94107 contact:    George  Puffeu 2. The  Contractor  shall  not  fabricate  or  install  any  work  where  they  have  reasonalbe  knowledge  that  the  Contract   415-­‐863-­‐5740  ph SETBACK  REQUIREMENTS: FRONT  YARD  =   0' Documents  may  be  in  conflict  with  applicable  codes  or  interpretaAons  of  the  authority  having  jurisdicAon.    Any   415.863.5758 SIDE  &  REAR  =  0'  @  NON-­‐RESIDENTIAL  NEIGHBOR Area  DesignaAon such  informaAon  shall  be  immediately  brought  to  the  auenAon  of  the  architect. SIDE   &  REAR  =  10'  @  RESIDENTIAL  NEIGHBOR   3. All  workmanship,  material,  and  equipment  shall  be  guaranteed  for  one  year  from  date  of  substanAal  compleAon,   civil  engineer: inspecAon  and  acceptance  of  work.    Any  failure  or  deterioraAon  within  this  period  shall  be  corrected  by  the   Centerline PARCEL  MAP contractor  at  the  Contractor's  expense. 6th  Street David  Franco  Civil  Engineer 1930  Shauuck  Avenue,  Suite  A Berkeley,  CA    94704 4. The  Contractor  shall  be  responsible  for  coordinaAon  of  all  building  systems  and  their  respecAve  trades  including   1808 1822 1830 For Assessment Use Only contact:    David  Franco but  not  limited  to:  architectural,  structural,  landscape/drainage,  plumbing,  mechanical,  electrical,  fire  suppression,   1 Detail  Reference 1800 1810 1812 1814 1816 1820 1826 1832 1900 510-­‐848-­‐1930 a5.1 and  smoke  detecAon  systems,  with  parAcular  auenAon  paid  to  the  coordinaAon  of  framing  with  electrical  &   mechanical  systems  to  provide  complete  working  systems. 02 22 5. The  Contractor  is  responsible  for  the  safety,  acAons  and  conduct  of  his  employees  and  his  subcontractors  ' Door  DesignaAon 88 employees  while  in  the  project  area,  adjacent  areas  and  in  the  building  and  its  vicinity. 1 6. The  Contractor  shall  be  held  responsible,  so  far  as  his  or  her  operaAons  are  concerned,  for  the  care  and   preservaAon  of  exisAng  uAliAes,  roads,  sidewalks  and  adjacent  property.    He  shall  also  be  held  responsible  for  the   Window  DesignaAon 8 1 1 care  and  preservaAon  of  exisAng  construcAon  to  remain  and  vegetaAon  to  remain  as  indicated  on  the  Drawings.     8 Any  part  of  them  injured,  damaged  or  disturbed  because  of  his  or  her  work  shall  be  repaired,  replaced,  or  cleaned   at  Contractor's  expense. Work  Point 7. The  Contractor  shall  review  these  plans  thoroughly,  make  a  detailed  site  visit,  and  shall  immediately  bring  any   6 1 8 inconsistency,  site  layout  problem,  or  any  other  request  for  clarificaAon  to  the  architect  for  resoluAon  prior  to   construcAon. SecAon/elevaAon 1/a1.1 8. Non-­‐architectural  drawings  are  supplemental  to  the  architectural  drawings.    If  a  discrepency  exisAs  between   architectural  and  consultant  drawings,  such  discrepency  shall  be  brought  to  the  auenAon  of  the  architect  prior  to   the  installaAon  of  said  work.    Do  not  proceed  with  effected  work  unAl  the  variaAon  or  discrepency  is  resolved  by   12 Slope 814 15 3 8 the  architect. C-­‐32401 1 9. Coordinate  construcAon  phasing  with  Owner,  as  necessary. 2 Interior  ElevaAon 4 2 10.The  General  Contractor  shall  call  for  all  architectural,  structural  and  governmental  inspecAons  as  required,  and  as   A2.3 80 et 8081 3 12.31.2013 in  the  SpecificaAons.    Provide  10  day  min.  noAce  for  all  site  reviews  by  Architect/Engineer. e 1 1819  5TH  STREET ren.  date 3 tr 1809 8 S 11.ObservaAon  by  the  Structural  Engineer  is  required  for  structural  conformance  to  the  approved  plans.    Refer  to   Threshold  @  Material  Change e   r a Structural  Engineering  drawings  and  specificaAons. w a el 9 12.Special  InspecAons  are  anAcipated  for  this  project.    Refer  to  Structural  Engineering  drawings  and  specificaAons  for   D 80 1  Hour  Fire-­‐rated  Enclosure 6 0 required  Special  InspecAons.   8 1807 6 0 8 13.All  materials,  finishes,  manufactured  items,  and  equipment  shall  be  installed  in  full  accordance  with  the  supplier's   or  manufacturer's  wriuen  recommendaAons  or  as  described  in  these  Contract  Documents,  whichever  is  more   Property  Line stringent. 1805 e u 14.Requests  to  subsAtute  any  product,  technique,  or  material  shall  be  submiued  in  wriAng  to  Architect  for  approval.   n e v Samples,  product  informaAon,  and  drawings  shall  be  required  prior  to  subsAtuAon  approval.  Proposed  subsAtuAon   Tree A t   shall  be  of  equal  quality  and  performance  specificaAon  to  that  originally  specified. s r a 2 e 15.All  dimensions  are  to  face  of  framing  or  top  of  bearing,  U.O.N.    Contractor  to  verify  all  specified  dimensions  in  the   80 H field.  Discrepancies  shall  be  brought  to  the  immediate  auenAon  of  the  Architect. 1 Equipment  DesignaAon 3 0 0 0 8 8 16.Dimensions  shall  govern  these  drawings.    DO  NOT  SCALE  DRAWINGS.    Wriuen  dimensions  and  notes  take   precedence  over  scaled  dimensions  and  line  drawings.    Should  there  be  discrepancies  in  themselves  or  between   them,  Contractor  shall  contact  Architect  for  clarificaAon.    In  the  event  of  discrepancies,  the  appropriate  method  of   ORTH N Drawing  Number, 800 performing  the  work  and/or  items  to  be  incorporated  into  the  scope  of  the  work  shall  be  determined  by  the   ROJECT  N 1 PTrruoeje  Ncto  Nrtohr  tAhr  rAorwrow, 1801 1823 1827 DRAWING  INDEX Architect  or  Engineer. P 1803 17.Typ.  door  rough  opening  dimension  from  adjacent  wall  is  3"  U.O.N. Tv  Cable  Jack TV 18.If  drawing  sheet  is  less  than  30"  x  42",  it  has  been  reduced  from  the  original. 5th  Street architectural 19.Drawings  of  exisAng  faciliAes  are,  in  general,  diagrammaAc.  Exact  locaAons  shall  be  determined  by  the  Contractor   Data  /  Telephone  Jack from  field  measurements  taken  by  Contractor's  personnel.    Actual  arrangement  of  the  work  shall  follow  locaAons   1798 t0.0 TITLE  SHEET C 7 L 0 4 shown  on  the  drawings  within  the  constraints  of  exisAng  equipment  and  construcAon.     1802 1828 L d 7 6 1804 1808 1812 1816 1818 1824 1830 building  key ,   a 4 1 a0.1 SITE  &  LANDSCAPE  PLAN t o 20.The  Contractor  shall  inspect  the  exisAng  premises  and  take  note  of  exisAng  condiAons  prior  to  submixng  prices.     e 9 8 R commercial a1.0 EXISTING  BUILDING  AND  DEMO   PLAN e   9 No  claim  for  addiAonal  fees  will  be  allowed  for  difficulAes  encountered,  which  could  have  reasonably  been  inferred   r s   A   0 a1.1 FIRST  FLOOR  PLAN t i C 2 from  such  an  examinaAon.  Drawings  of  exisAng  site  condiAons  are  to  be  used  as  guidelines.   S u   -­‐ mixed  use a1.2 SECOND  FLOOR  PLAN   L , 7 h   y 21.Where  details  are  not  specifically  indicated,  similar  details  (or  descripAon)  shall  apply.     a1.3 ROOF  PLAN 5t an le 05 22.The  Contractor  shall  submit  reproducible  shop  drawings  to  Architect  for  Owner's,  Architect's,  and  Engineer's   residenAal a1.4 FIRST  FLOOR  REFLECTED  CEILING  PLAN 9    S ke :     1 8 r n approval. a1.5 SECOND  FLOOR  REFLECTED  CEILING  PLAN 8 6 e p 1 7 B a 23.The  Contractor  shall  remove  all  construcAon  debris  at  the  end  of  the  job  and  dispose  of  it  legally,  clean  all  new   a2.0 EXISTING  ELEVATIONS vicinity  map windows,  and  leave  the  job  site  broom  clean.  Contractor  shall  reduce  construcAon  waste  and  dispose  of  waste   1 project  north a2.1 EXTERIOR  ELEVATIONS materials  per  Spec.  Div.  2. Scale:    1/32"  =  1'-­‐0" a2.2 EXTERIOR  ELEVATIONS t e e 24.Refer  to  the  Geotechnical  Report,  Job  #  S218AA,  dated  October  03,  2006,  prepared  by  Jensen  -­‐  Van  Lienden   a2.3 MATERIALS  &  COLORS h Associates,  Inc.  Geotechnical  Engineering  Consultants.    All  work  to  conform  to  the  site  work,  drainage  and   a2.4 PERSPECTIVE  &  PHOTO  MONTAGE s   e foundaAon  recommendaAons  of  the  Geotechnical  Report.   l t a3.1 BUILDING  SECTIONS H 25.Refer  to  Title  24  Energy  Code  compliance  calculaAons  prepared  by  McCracken  and  Woodman  for  addiAonal   a3.2 BUILDING  SECTIONS informaAon. a3.3 BUILDING  SECTIONS   final  design   review 26.Roof  and  site  drainage  to  be  directed  to  exisAng  storm  drain  line,  as  shown  in  plans. a5.2 DIVISION  5  GUARDRAIL  &  MISC.  STEEL  DETAILS 27.Sanitary  sewar  to  be  connected  to  exisAng  lateral,  with  cleanouts  and  grades  to  Berkeley  City  standards. date: phase: a7.1 DIVISION  7  DETAILS 09.08.11 use  permit 28.Documents  for  Deferred  Submiuals  shall  be  provided  by  the  Contractor  to  the  Architect  to  review  prior  to   a7.2 DIVISION  7  DETAILS 12.02.11 REV  1  use  permit submixng  to  the  Building  Department  for  Permits.    The  Deferred  Submiual  items  shall  not  be  installed  unAl  the   a7.3 DIVISION  7  DETAILS 04.20.12 building  permit 06.21.12    final  design  review Deferred  Submiual  documents  have  been  approved  by  the  Building  Department.    Contractor  shall  provide   a8.1 DIVISION  8  DETAILS Deferred  Submiual  documents  for:  Fire  Sprinklers,  Fire  Alarm;  Security  System;  Plumbing,  Radiant  Heat;   a8.3 DIVISION  8  DETAILS Mechanical  VenAlaAon;  Solar  PVs. civil c1.0 GRADING  &  DRAINAGE  PLAN t0.0 not for construction 141'-­‐0" maFhew  stromberg Architect,  LEED  AP 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m 4" landscape  notes: [email protected] 6'-­‐ Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   landscape  concept: of  service,  is  the  property  of  stromberg  architecture. (e)  gas  meters  to  1819; 141.03' 1821;  1823  5th  Street n  76°47'09"  e 1. The  general  landscape  concept  is  to  preserve  the  exisGng  street  trees  and  add   architect: [1"  main  service] planGng  along  the  (n)  sidewalk  planGng  strips  and  in  the  Parking  area  and  rear   " 11 PaGo  as  shown.   Madhew  Stromberg 2'-­‐ 2113  9th  Street general  notes: Berkeley,  CA    94710 k ac 510.316.0443 etb 1. The  locaGon  and  character  of  uGliGes  as  shown  is  per  field  measurements  and  or   [email protected] "s records  of  controlling  agencies  and  is  approximate.    On  site  underground  items   0 0'-­‐ may  exist.    Contractor  shall  verify  locaGon  of  all  uGliGes  and  underground   (n)  fire  sprinkler  f.d.c. 1 structures  prior  to  construcGon. owner: 2. Fine  grade  soil  to  balance  cut  and  fill  and  to  ensure  posiGve  drainage  away  from   1819  5th  Street  LLC all  buildings. 768  San  Luis  Road Berkeley,  CA    94707 refuse  pick  up  area 3. All  new  plants  shall  be  selected  for  their  drought  tolerance,  hardiness,  and  fire   contact:  Frances  Hellman resistance,  with  preference  toward  naGve  or  mediterranean  species. 510.642.6135 4. LocaGons  of  new  plants  shall  not  obstruct  view  corridors. contractor  /  esMmator: 5. PlanGng  areas  shall  be  amended  prior  to  planGng,  and  all  planted  areas  shall  be   mulched  with  2-­‐3"  of  bark  following  planGng.    Provide  shredded  redwood  or   Holland  &  Harley  ConstrucGon,  Inc. cedar  on  slopes  over  3:1,  any  bark  based  wood  product  on  slopes  under  3:1. 702  F  Harrison  St. Berkeley,  CA    94710 6. ExisGng  street  trees  to  remain. contact:    Chip  Harley 510-­‐528-­‐3373  ph general  irrigaGon  notes: 510.528.3704  f 1. All  planted  areas  shall  be  watered  with  a  combinaGon  of  low  volume  micro  spray   heads,  drip  and  trickle  line  emiders,  and  limited  spray  heads.    All  automaGcally   valved  and  controlled. structural  engineer: (e)  curb  cut 2. PlanGng  areas  to  have  water  distribuGon  of    4  gpm. Jeffrey  Weber  &  Associates,  Inc. 1939  Harrison  Street,  Suite  215 3. The  irrigaGon  system  controller  shall  contain  an  automated  rain  shut  off  device. Oakland,  CA    94612 contact:    Jeff  Weber 13 4. Spray  head  adjustments  shall  result  in  head  to  head  coverage  w/  minimum   510-­‐251-­‐9578  ph 4'-­‐0" 9.04 overspray  onto  adjacent  structures.    no  overspray  against  building. 510.251.9580  f ' general  site  lighGng  notes: area  of  finish  grading  for  future landscaping.    remove  exisGng mechanical  engineer: 1. All  landscape  lighGng  to  be  energy  efficient,  12v  or  120v  and  automaGcally  Gmed. concrete  slab  on  grade  fragments and  prep  for  topsoil,  slope  to  drain. McCracken  &  Woodman,  Inc. 2. PosiGoning  of  light  fixtures  shall  not  result  in  glare  and  shall  not  disturb  neighbors. 355  Grand  Avenue Oakland,  CA    94610 3. Overall  night  illuminaGon  of  site  shall  be  modest  and  shall  underline  the  layout  of   contact:  Marc  Woodman the  buildings  and  landscape  as  well  as  conform  to  the  general  light  level  of  the   (n)  planGng  strip  in (e)  fence  to  remain,  typ. neighborhood. 510.-­‐763-­‐4891  ph public  right  of  way,  typ. 510-­‐763-­‐0619  f -­‐  see  notes  this  sheet  for planGng  info (e)  plants  along  fence  to electrical  engineer: remain,  typ. Cammisa  and  Wipf  Electrical   ConsulGng  Engineers plant  notes: 642  Harrison  St San  Francisco,  CA    94107 new  trench  drain   naGve  &  drought  tolerant  plants: contact:    George  Puffed (e)  street  tree  to typ.,  s.c.d. 415-­‐863-­‐5740  ph remain,  typ. 1. Lyonothamnus  floribundus   Santa  Cruz  Island  Ironwood 415.863.5758   manufacturing 2. Ribes  sanguinium  glu*nosum   Pink  flowering  Currant [7679  sq.  U.] civil  engineer: 1 3. Iris  douglasiana Pacific  Coast  Iris 3 9 .0 5' 4. Aster  chilensis   Coast  Aster David  Franco  Civil  Engineer 1930  Shaduck  Avenue,  Suite  A 5'-­‐0" 5. Zauschneria   California  Fuchsia Berkeley,  CA    94704 contact:    David  Franco line  of  entry  awning  above 6. Eriogonum  giganteum   Saint  Catherine's  Lace 510-­‐848-­‐1930 shown  dashed note:  8'-­‐0"  clr.  above  public 7. Arctostaphylos   Manzanita   r.o.w. new  downspout,  typ. 8. Rosmarinus  officianalis   Rosemary 9. Callistemon  (dwarf  variety)   Bodlebush (n)  accessible  entry  to 10. Vaccinium  ovatum   Huckleberry 1819  5th  Street 6'-­‐3" 11. Penstamon  heterophyllus   Foothill  Penstamon 12. Dryopteris  arguta   Coastal  Wood  Fern (n)  bench  and  plants  in exisGng  planGng  strip 13. Eriogonum  grande  var  rubescens   Red-­‐flowered  Buckwheat stl.  and  wood   bench 14. Carex  tumulicola Berkeley  Sedge " 1 9'-­‐ 15. Carex  buchananii Leather  Leaf  Sedge 3 (e)  uGlity  vault  to  remain new  trench  drain   1 typ.,  s.c.d. 16. Carex  flagellifera Weeping  Brown  Sedge (e)  water  main  to  remain 17. Kniphofia  citrina Red-­‐Hot  Poker  (yellow) paGo  w/  pervious   pavers 18. Kniphofia  uvaria Red-­‐Hot  Poker  (red) (e)  light  pole  to  remain C-­‐32401 (e)  uGlity  vaults  to  remain 8'-­‐6"  radius manifold paGo 1r2e.n31.  .d2a0t1e3 030 general  site  plan  notes: n  13 parking: °1 2 '1 (n)  tree  to  match  exisGng  w0" 1. (N)  "parGally"  accessible  van  parking  stall  to  be  provided  for  manufacturing   tree  species  along  block manifold occupant  use. note:  consult  with  City note:  due  to  technical  infeasibility  of  fully  accessible  parking  stall,  owner  to  apply   Forestry  and  Architect  prior line  of  second   for  unreasonable  hardship  exempGon  for  disabled  parking. to  locaGng  new  tree floor  projecGon   sidewalk: above manifold 1. New  sidewalk  to  have  5'  min.  r.o.w.  with  max  cross  slope  of  2%. 10'-­‐0"setback s  1 2. ExisGng  curb  cuts  to  remain,  max  driveway  slope  to  be  17%. 3 °1 2 Benchmark  Title '12 3. New  bench  in  exisGng  planGng  strip  at  building  entry  intended  to  meet  the   Benchmark  ElevaGon  e" definiGon  of  "Minor  Encroachment"  as  defined  in  BMC  16.18.010D. new  landscape   4. Entry  awning  to  be  min.  8'-­‐0"  above  public  r.o.w.  and  shall  comply  with  CBC   light  fixture  typ.,   Chapter  32. see  a1.4  for  add'l   info caretaker  residence main  residence t [1214  sq.  U.] [2769  sq.  U.] e 44'-­‐10" e r t S   h t 5 C 7 L 0 4 L d 7 6   a , 4 1 t o e 9 8 R e   9 (e)  building  along  sidewalk r s   A   0 t i C 2 (e)  curb  cut (/n  s)e  icnu-­‐sriwtyin  gga  teentry   9'-­‐0"  min. way  width pa0r0k0ing arpperaremevapion    ovsgfue,    bfi  ceognxrmiisashdGp  eang  cgrftao    adars  innpbdgha    sasfellootcr  por  peeuam  rtrsonke  ia  dnanrgnat.  ds  i  n,  .and   s1t6a'l-­‐l  0le",n  tgytph. 11'-­‐0"  min. aisle  width notpeal:i  rnvkeein  roigffy    tp  ulbeorircncvayaiGocroloueuns    pn  [wadnri  otkshnhin  -­‐oomgww  (an1nn  0edd  raab  pstiokhreireoysdr]) 1819  5th  S 768  San  Lu Berkeley,   apn:    057-­‐ transformer  bollard,  typ., e v to  installaGon s.e.d. ri d (n)  accessible  path  of  travel " at  (Bn)e  rskideelewya  Plku  bpleicr    CWitoyr  oksf 9'-­‐0 8'-­‐0" 8'-­‐0" 8'-­‐0" and lan p requirements 28'-­‐8" ite   pe   electric  vehicle   s a (e)  manhole  -­‐  see  c1.0 8'-­‐0" 18'-­‐0"   charging  staGon,  s.e.d. c parGally  accessible min. ds 8'-­‐0" parking  stall (e)  fence  t(on  )r  epmlaanitns,  typ.  -­‐  see 6'-­‐0"  min. all  depth lan 1 st notes  this  sheet date: phase: 09.08.11 use  permit 3'-­‐0" " 61"x80" 0 12.02.11 REV  1  use  permit transformer pad 7'-­‐ 04.20.12 building  permit (e)  street  tree  to  remain  and new  plants  to  provide 0" screening  of  bteraynosnfdo,r  mtyepr. 3'-­‐ s  76°47'18"  w 141.03' 2'-­‐0" min proposed  site  &  landscape  plan (n)  hose  bib wheel  stop,  typ. (e)  vegetaGon  along new  planGng  strip 1 project  north a0.1 both  sides  of  fence  to Scale:    3/16"  =  1'-­‐0" remain (e)  building,  typ. note:  exis*ng  site  survey  info  provided  by  Bay  Area  Land  Surveying  Inc.,  December  2006 not for construction 4'-­‐3  3/4" 41'-­‐1  1/4" 16'-­‐0  1/2" 30'-­‐3  1/4" 4'-­‐2  3/4" a a.2 a.3 a.4 a.6 b c c.9 d 1 2 2 2/a2.2 1 3. 3. 3. 3. a a a a / / / / maIhew  stromberg 1 2 1 2 Architect,  LEED  AP 1 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] " +0'-­‐7  1/4" +0'-­‐9  1/4" +0'-­‐10  1/2" +0'-­‐11  3/8" +1'-­‐0  1/4" +1'-­‐0" +1'-­‐0  1/4" +1'-­‐0  3/4" 5/8 Coof  pseyrrvigichet  ,  ©is    2th0e1  2p  rsotproemrtby  eorfg    satrrochmitbeecrtgu  raer,  cshoitlee  ctpurroep.rietorship.    This  document,  as  an  instrument   2   4'-­‐ architect: MaKhew  Stromberg 2113  9th  Street Berkeley,  CA    94710 510.316.0443 [email protected] (e)  floor  slab  to  be  removed  and   replaced,  s.s.d. owner: " 1'-­‐8 1819  5th  Street  LLC 1 768  San  Luis  Road Berkeley,  CA    94707 contact:  Frances  Hellman 510.642.6135 contractor  /  es%mator: +1'-­‐0  1/2" Holland  &  Harley  ConstrucVon,  Inc. 702  F  Harrison  St. 2 Berkeley,  CA    94710 4" +1'-­‐2  3/4" contact:    Chip  Harley 3/ 510-­‐528-­‐3373  ph 4'-­‐5   510.528.3704  f +0'-­‐9  3/4" structural  engineer: Jeffrey  Weber  &  Associates,  Inc. 1939  Harrison  Street,  Suite  215 Oakland,  CA    94612 contact:    Jeff  Weber (e)  rear  wall  to  be  removed 510-­‐251-­‐9578  ph 510.251.9580  f (e)  truss-­‐supported  roof   " above 6 12'-­‐ mechanical  engineer: McCracken  &  Woodman,  Inc. 355  Grand  Avenue Oakland,  CA    94610 contact:  Marc  Woodman 510.-­‐763-­‐4891  ph 510-­‐763-­‐0619  f +1'-­‐0  1/2" +1'-­‐1  1/8" +0'-­‐11  7/8" " 1'-­‐9 3 electrical  engineer: +1'-­‐2  1/4" (e)  windows  to  be  replaced   Cammisa  and  Wipf  Electrical   shown  dashed,  typ. ConsulVng  Engineers -­‐see  elevaVons +0'-­‐9  1/8" 642  Harrison  St San  Francisco,  CA    94107 contact:    George  PuffeK (e)  in  floor  scale  to  be  relocated all  exisVng  roof  framing  to   area  of  (e)  un-­‐even  slab 415-­‐863-­‐5740  ph -­‐see  a1.1 be  salvaged  for  future   surface 415.863.5758 future  use,  sale,  or   (e)  interior  walls  to  be   exchange removed  shown  dashed civil  engineer: exisVng  in-­‐floor  scale demoli%on  notes: 4'6"x6'3" " David  Franco  Civil  Engineer 2 6'-­‐ 1. General  Contractor  shall  exercise  reasonable  precauVon  in  the  protecVon  of  all   1930  ShaKuck  Avenue,  Suite  A 1 exisVng  finishes  to  remain  and/or  all  exisVng  substrates  to  receive  new  finish;   Berkeley,  CA    94704 +1'-­‐1  7/8" +0'-­‐11  1/8" Schedule  and  coordinate  all  trades  to  eliminate  damage  to  all  floor  materials   contact:    David  Franco +0'-­‐11  1/2" once  installed;  Provide  protecVve  coverings  for  all  floor,  parVVon  and  ceiling   510-­‐848-­‐1930 finishes  to  remain  in  the  project  area  and  for  all  finishes  which  may  be  subject  to   traffic  or  construcVon  acVvity  in  adjacent  areas;  Provide  protecVve  covering  for   all  windows  and  other  glass  to  remain. 2. Contractor  shall  provide  Vghtly  sealed  access  to  non-­‐construcVon  areas  as   required  by  Owner.     +1'-­‐3  3/8" 1 1 a2. office office a2. 3. Contractor  shall  be  responsible  for  seeing  that  each  subcontractor  cleans  up  and   / / removes,  daily,  any  and  all  debris  generated  by  construcVon  operaVons,  making   1 2 +0'-­‐11  3/8" ready  for  all  subsequent  subcontractors. " 4. Salvage  all  usable  items,  wood  framing,  doors  and  windows,  for  reuse  in  the   0 1'-­‐1 4 construcVon  project,  sale,  or  exchange.  Materials  that  are  to  be  re-­‐used  shall  be   well  protected  from  moisture  or  other  damage.   " 2 +1'-­‐2  1/2" / 1 5. Contractor  shall  maintain  a  truck  or  other  vehicle  for  removal  of  waste  materials   5   7'-­‐ 2/a3.3 daily  from  site.    Waste  materials  shall  be  transported  to  such  vehicle  by  covered   10 rubber-­‐Vred  carts.    Sort  all  demoliVon  and  construcVon  waste  material  for   recycling  (separate  piles  for  different  types  of  materials),  and  haul  to  appropriate   guKer waste  recyculing  and  reuse  faciliVes. shop -­‐0'-­‐5  5/8" 6. Contractor  shall  remove  from  demolished  walls  or  porVons  of  walls  all  power   circuits  and  switch  legs  back  to  first  juncVon  box.    Any  lighVng  fixtures  removed   +0'-­‐11  1/2" from  the  space  and  not  disposed  of  shall  be  salvaged  as  directed  by  the  Owner's   representaVve.    The  contractor  shall  take  care  not  to  unreasonably  cause  damage   to  the  lighVng  fixtures. +1'-­‐3  3/8" C-­‐32401 2" 7. Demolish  all  exisVng  obsolete  communicaVon  and  phone  lines.    Replace  wall   6'-­‐ +0'-­‐9  1/2" 2/a3.3 plates  with  blank  cover  plates  as  required. 1 sidewalk +0'-­‐8  7/8" +0'-­‐9  7/8" 8. Remove  any  millwork  or  wall-­‐mounted  plumbing  fixtures  from  walls  indicated  to   +0'-­‐0" be  demolished  and  not  otherwise  shown.   12.31.2013 ren.  date +0'-­‐  4  1/2" office +0'-­‐10  3/4" +0'-­‐11" toilet 0" 5 1 +1'-­‐3  1/2" 1'-­‐ +1'-­‐3  1/4" +0'-­‐11  1/8" 7" +0'-­‐10  1/4" 2'-­‐ +1'-­‐1  3/8" 1 rear  shed  and  canopy  roof   office structure  removed  under   previous  permit toilet C 7 L 0 4 5'-­‐8" +0'-­‐11  1/8" +0'-­‐10  3/4" +0'-­‐11  3/8" +0'-­‐11  3/4" et,  L oad 947 816 R 6 e   9 +0'-­‐10  3/8" +0'-­‐11  3/4" r s   A   0 t i C 2 S u   -­‐   L , 7 h   y t n e 5 5 a l 0   S e   9   k :   1 8 r n 8 6 e p 1 7 B a 6.1 3'-­‐9" 1'-­‐8" " & n 1 2'-­‐1 g   la 1 n p +0'-­‐11  7/8" 1/a3.3 % o   1/a3.3 office shed s m i x e e d entry 6.9 toilet date: phase: toilet 09.08.11 use  permit +0'-­‐11  7/8" 12.02.11 REV  1  use  permit " 04.20.12 building  permit 8 5'-­‐ +1'-­‐0" +1'-­‐0  1/2" +0'-­‐11  3/4" +1'-­‐0  1/4" 7 +0'-­‐10  1/4" exisVng  building  plan 7'-­‐10" 20'-­‐0  3/4" 6'-­‐11  1/4" 12'-­‐6" 13'-­‐1" 20'-­‐3  5/8" 15'-­‐2  7/8" project  north 1 1 Scale:    1/8"  =  1'-­‐0" 1 2 2 3. a1.0 3. 3. 3. b c /a c.9 d note:  spot  eleva,ons  provided  by  Holland  &  Harley  Construc,on  are  approximate a a a 2 / / / 1 2 1 1/a2.2 not for construction 95'-­‐11  1/2" d   e a a.2 a.3 101 1/a3.1 a.4 a.6 2/a3.2 align  f.o.  finishwall  w/  end  of  conc.  wall,  typ. b c 1/a3.2 2/a2.2 2/a3.1 102 c.9 d maGhewA  rschtirteocmt,  LEbEeD  rAgP 1 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   of  service,  is  the  property  of  stromberg  architecture. no  new  work  at  (e)  non-­‐conforming   architect: wall  with  38%  area  opening   d) 115 refuse  and (n)  fire  sprinkler  box b-­‐panel 8'-­‐0" fin0is1h1ing 113 [sreeexmpcaaerieand;  aso  sn1  i5  sd%  pis  etaarl  lnCocBweCa]  .  b3  l4We0  aw4l.li1  tthoi  nb  e3    ' 103 eq.  ( M2B1ea1r_k3eh  9leetwhy,      SSCttArr  eo  e9mt4b7e1r0g recycling su 2 510.316.0443 hosebib,  typ area 5'-­‐0"  f.o.f. 5 3'-­‐0"  f.o.f. [email protected] 1 1/a3.2 -­‐see  p1.1  for  add'l  info a4.1 shotcrete  wall  completed  under   3 centerline  of  window previous  permit  #11-­‐1328 owner: up equipment b-­‐panel 178618  9S  a5nth  L  uStisre  Reota  LdLC 015 su woodshop Berkeley,  CA    94707 +0" 112 f.o.  finished  w/  f.o.  brick 2 a443.1 1/a3.2 ele0ct1ri2cal  sub-­‐panel,  typ.  s.e.d.,   64 eq.  (d) c5o1n0t.6ac4t2:.  6Fr1a3n5ces  Hellman 111 landing align  wall   1 3 a4.1 1 contractor  /  esOmator: grinding 2 Holland  &  Harley  Construc;on,  Inc. 2 702  F  Harrison  St. 010 Berkeley,  CA    94710 contact:    Chip  Harley all   510-­‐528-­‐3373  ph w1 h  10 510.528.3704  f 101 nisor   (e)  moment  frame,  s.s.d. awlaiglln  w  f./o  .f  .ofi.n  bisrhicekd   align  f.o.  finished  wall  w/  f.o.  jamb 1'-­‐3" f.o.  fi@  do q.  (c) structural  engineer: e 114 115 line  of  soffit  ceiling  above ductwork,  s.m.d. Jeffrey  Weber  &  Associates,  Inc. -­‐see  a1.4  for  add'l  info 1939  Harrison  Street,  Suite  215 shop  equipment,  typ,  see  p1.1   Oakland,  CA    94612 for  add'l  informa;on 0'0" contact:    Jeff  Weber sidewalk centerline  of  door 510-­‐251-­‐9578  ph 4" 510.251.9580  f +12" 116 ramp finished  slab sub-­‐panel mechanical  engineer: McCracken  &  Woodman,  Inc. ra1m2"p sjolainbt    cwo/n  s1t5r'u  mc;aoxn.    sopra  ccoinngt  rtoyl  p.,   117 equipment equipment 102 eq.  (c) 3O5a5k  lGanradn,  dC  AA  v  9e4n6u1e0 contact:  Marc  Woodman 110 (e)  moment  frame,  s.s.d. review  layout  with  architect   014 013 510.-­‐763-­‐4891  ph prior  to  construc;on manufacturing 510-­‐763-­‐0619  f top bo_om top bo_om 009 116 117 118 119 3 electrical  engineer: sub-­‐panel Cammisa  and  Wipf  Electrical   Consul;ng  Engineers 642  Harrison  St align  with  sawtooth San  Francisco,  CA    94107 clerestory  windows  above contact:    George  Puffe_ slab  cut  for  surface  mounted   line  of  skylight  above  shown   eq.  (c) 441155.-­‐886633.-­‐55775480  ph sliding  door -­‐see  division  8  details dashed,  typ.,  see  roof  plan line  of  loading  dock  roof   above  shown  dashed 4" civil  engineer: line  of  sec;onal  door ramp hardware  above,  typ. centerline  of  door David  Franco  Civil  Engineer 1930  Sha_uck  Avenue,  Suite  A 114 Berkeley,  CA    94704 contact:    David  Franco machine shop 510-­‐848-­‐1930 tool  storage  shelves,  o.f.c.i. 008 4'-­‐11  1/2" 4'-­‐11  1/2" 1'-­‐6  3/4" 3'-­‐6  1/2" 2'-­‐6" wall  hooks,  o.f.c.i c) line  of  storage  area  above   103 q.  ( e align  f.o.  finished  wall   shown  dashed 2.1 w/  f.o.  window  jamb 2.1 /a alterna;ng  tread  stair  to  solar   /a plan  notes: 1 2 118 119 u;lity  area  above sub-­‐panel -­‐see  a5.1  for  add'l  info 1. All  dimensions  are  to  face  of  framing  u.o.n.,  except  doors  and  windows  which   4 4'-­‐0" 6" are  to  face  of  finished  jamb,  u.o.n. +0" up 1'-­‐ 2. See  enlarged  Kitchen  and  Bath  plans  on  sheet  a1.6  for  addi;onal  dimension   layout  informa;on. finished  slab urinal 2/a3.3 0fi'n0i"shed  slab tra11n10s39om 32"  clr.24"  min. dis0p01lay 6'-­‐0"    min. align  wall  w/  stair  nosing  and  door  jamb 5'-­‐0" 006 120 up wshaollw  mn  oduanstheedd  ,s  hoe.fl.vce.is.  above   2/a33.3 e  of  wall1 +fi1n1ished  slab +fi1n5is"hed  grade eq.  (c) 34.. IfiAatrnehsxlslsest  tpeus  asuomrltelpnr  bsnups,lieco  ibeetcriusqteli,srust  a,sys  ilpyaa    ossnrmtyfyce  se  thbmthnoeletosrm,  s,c    Cs,,kfi    hocihxnelntaigpltuvv,rsr  eiab,ne    cnasgfta,c,oo    skeatrti    qnenbtuodngei    e,eppc  rfnamrsro  sa,se  evmhbnwiorditanowe,  cgr  aenak,c  sl,.lhc      saesapnusnesdcgoch  eirr  firieiesteie  sndam  fn  toohdsrra    c  aotses  itamz  hrereeeedqr  n  n  sustoh  uifrtaope  larpdl      bo  apterloal  t    r  ttfho  oer    f   tool storage +12" 2/a3.2 a41.1 2/a3.1 nterline  7/a7. cinotmenptl.  e  tCeo  tnhter  awctoorrk    ainls  oc  otnof  oprrmovaidnece  c  awlcituhl  aa;llo  anpsp  floicra  abllle  s  ucochd  eitse  amnsd    atsh  ere  dqeusiirgend    by   007 finished  slab cese 4" the  authoirity  having  jurisdic;on. ramp 6" centerline  of  door 5. Provide  tempered  glazing  where  required  by  code.    See  Door  and  Window   C-­‐32401 5'-­‐ 5'-­‐3  5/8" 10'-­‐0" 2/a3.3 Schedules  for  addi;onal  informa;on. 2/a3.3 6. Refer  to  Window  and  Door  Schedules  for  window  and  door  detail  reference   112 informa;on. 3 1 1 entrance  floor   12.31.2013 a4.1 grid  per  spec. p floor  drain  in  sloped   7. See  Plumbing  &  Equipment  sheet  p1.1  for  addi;onal  informa;on  regarding   ren.  date 2 sbtel.n  acnhd  wd.    ramp  u1:12 ccoonnccrreettee    bcuarsbin 120 121top 122bo_om 124top 123bo_om 125top 126bo_om 128top 127bo_om 104 105 1'-­‐3" o.  finish  wall@  door  105 eq.  (c) 89.. eSsAepexqlleteu  eec  iPrpxifiiilmosuc;rmae  na;nbgsoti    ,nnbn  pg  rei  ilncc&uekfm  os  Emrsbqmaiaunrasyigpo.;    mn  fioRrxneeyt.n  umitsr  oe  stvsho,ee    b  webetaa    tgdpee  1rmn.  1thol  eyfro  tacartl  reep  rwal,u  naimtenhddb    a  ianh  cngohd,s  i  esare  peblpp  iobolirsai  n.bntrceiecd  k  aa  nrtad  ik  neet  qeturoii  oparmv  aoenidnd    t   lockers  and  stools,   f. mtl.  railing 123 124 typ.  o.f.c.i. sub-­‐panel sub-­‐panel damage  to  masonry  units.    Contractor  to  perform  a  mortar  analysis  to  verify   replacement  mortar  is  compa;ble  with  the  exis;ng  mortar.    Match  color  of   n n 5 6" mullio mullio exis;ng  mortar.    Do  NOT  waterproof  the  exerior  masonry  wall. e  of   e  of   10. Refer  to  interior  eleva;ons  for  window  height,  countertop  height,  shelf  height,   n n af.loig.  nw  sintedpo  win    jsalambb  w/   122 dryer 6'-­‐4" stl.  col.  typ.,  s.s.d. eq.  (f) centerli eq.  (f) eq.  (f) centerli eq.  (f) +11" and  plumbing  fixture  moun;ng  height  informa;on. 4'-­‐0"    min. 3'-­‐0"  clr.,  s.e.d. finished  slab in  progress main  switchboard, washer 4 s.e.d. 106 b) 3 a41.4 1 floor  finish  per   128 eq.  ( wall  types  legend: +fi1n2is"hed  slab 8'-­‐6"  radius bat0h02ro2om w0as0cs4hhedule 126 2'-­‐1"  clr. cl0o2s4et manifold 3'-­‐1  1/4" s-­‐steaeir    1a/bao5v.e1    sfohro  wadnd  d'l  aisnhfoed 2 a413.2 2/a3.1 - a43-.3 - note:    see  finish  schedule  and  eleva;ons  for  addi;onal  info 1 1 exis;ng  8"  thick  brick  masonry  wall centerline  of  door  and   bath sitting windows  above 145 soffit  above 025 2 023 stucco  wall 2x8  plate;  2x8  studs;  sheathing  (s.s.d.),  7/8"  portland   rveelroifcya  tloecda  i;no-­‐flno  woirt  hsc  aarlech,  itect 121 floor  drain  and  hwh  / utility 1 a46.3 3 5'-­‐10"  up  approx.  20R  @  7.5" cbeam_  einnstu  plala;sotenr;    seexete  firinoirs;h  7  s/c8h"e  pdlualseter  interior;  r-­‐19  min.   &  19T  @  11" 111 glass  block  window manifold hvac  supply,  s.p.d. 005 4 129 b) patio exterior  wall 6 0" reloc4a'6tsec"xda6l  ei'n3-­‐"floor 141(nc)op  wna1cn4inre2edlt,o  esw  e1p  ei4an  t3e  c(lhee,)v    as1o.;4pso.4ednn.ing 18"32" min.clr. 125sub-­‐pan3'-­‐8"  clr.    min.el manifold 4'-­‐10  1/2" align align  f.o.  finished  wall  w/  f.o.  brick 2'-­‐4"  clr. 130 cl0o2s6et 3'-­‐1  1/4"7" line(  onf)    ssetlc.  osnstrhduo  cflwtounor  red  ,aa  sbs.hos.evdde. eq.  ( 030 cwo/n  bcrueiltte-­‐i  no  ubtbdqo  oanr  dk  istcinhken   i2sw2srn-­‐iixxdd1at66eie9lnl    rs    ppngmi,  oll;oaar  ri-­‐5tttn  1ee  1/.r9  ;;8-­‐eb      h22"qmao  xxug_u66iwin  rr    iss.e    nbrttbds,auu  au  t;ddte_lolssaed      ;;b(  i,  n  sswoeoh.ssn  rauei.  ;  nld1lal  as  s.xt)(e;uh  ;pwe  olie1an  ndrfit  g  le.  .Cna    d  B(syinssiCed.oh  srtit  .  nased5bgc:./  )hl  8epa,e    "t1a7d    rx2tiu;yn  0wlpat.e1eled  (rh  2.  Xio)e    irigtg,  ewhmbt      #cb  o1on4tch-­‐  1re.3t)e   eet,  LLC Road  94707 98164 1'-­‐ r s   A   0 hose  bib,  typ,  s.p.d. interior  un-­‐rated  wall t i C 2 2x6  plate;  2x6  studs  (s.s.d.);  r-­‐19  min.  ba_   S u   -­‐ sid0e'w0"alk 108 nding 127 +12" 131 +12" Benchmark  Title floor  finish  per  schedule lsihnoew  onf    sdoaffisht  eadbove   insula;on;  see  finish  schedule 5th   an  L ley, 057 6.1 tra1n1s0om +la0n"dinugp +fi1n2is"hed  slab 3'-­‐0"  min.  la +p1e8d"estal +fi1n2is"hed  slab 135 finished  slab 129 finisheBde  snlcahbmark  Eleva;on eq.  (a) i2isnnixdts6eeu  rslpai;  ol;asrteo  eaen;  c    fioawlnutoisesv;rhenc  n  saw  c;bhaneelgtld  w2uexlee4n  s  tsutudds  s(;  s5.s/.8d  .g);w  rb-­‐1  b3o  btah  _   1819   768  S Berke apn:     up  approx.  20  risers  at  7.2"   transom transom -­‐see  sheet  a5.1  for  add'l  info interior  un-­‐rated  wall decora;ve  gas 104 2x4  plate;  2x4  studs  (s.s.d.);  r-­‐13  ba_  min.  insula;on;   fireplace  in  plate see  finish  schedule n 136 steel  surround 130 a align  step  w/  concrete  pedestal 1 1 l centerline  of  window,   p 105 1/a3.3 4 2 2 - 1 2 1/a3.3 sink,  &  island 2-­‐hour  parapet  (per  CBC  table  720.1(2)  item  #15-­‐1.7  or  15-­‐1.8) r   1/a3.3 137 131 a4.3 a4.3 2x6  plate  with  2x6  studs  @  16"  o.c.;  exterior  face  to  have   o 2 2 2/a3.1 1  layer  5/8"  type  X  gwb;  building  paper;  lath;  portland   o living room entry hall a4.2 3 3 cement  plaster.    interior  face  to  have  lath  and  portland   fl living dining kitchen 028 003 1 106 cement  plaster;  see  a7.1  for  add'l  informa;on t   109 1/a3.3 022 021 020 s 138 132 r 2 fi 3 1 6.9 a42.1 139 eq.  (a) downspout,  typ.,  s.c.d. (n)  stl.  structure,   133 date: phase: s.s.d. 09.08.11 use  permit 140 k 12.02.11 REV  1  use  permit c 134 bri 04.20.12 building  permit e)   o.  ( 2" tv w/  f. 7 1'-­‐ all   w 108 1'-­‐1" wall 107 of  wall1'-­‐1" 1'-­‐6" of  col. 107 1 1'-­‐9" of  col. of   1'-­‐8" nished   1'-­‐4"a.1 1/a3.1 29'-­‐2" a.5 nterline  of   1/a2.2 2/a3.2 1/a3.2 b centerline   c 8'-­‐0" c.1 centerline   8'-­‐0" c.2 8'-­‐0" 2/a3. c.3 8'-­‐0" c.4 centerline   8'-­‐0" c.5 c.9 centerline  col.  [v.i.f.] d align  f.o.  fi 1 pScraolep:    o1/s4e"  d=    1fi'-­‐r0s"t  floor  plan project  north not for construction a1.1 e c a a.2 a.3 a.4 a.6 b c c.9 d 1 2 2 2/a2.2 1 3. 3. 3. 3. a a a a / / / / 1 2 1 2 maGhew  stromberg Architect,  LEED  AP 1 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] stl  guardrail -­‐see  a5.2 Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   of  service,  is  the  property  of  stromberg  architecture. architect: provide  2-­‐hour  parapet within  5'  of  property  line MaRhew  Stromberg -­‐see  wall  types  legend 2113  9th  Street alternaBng  tread   Berkeley,  CA    94710 open  to  below stair  to  below 510.316.0443 -­‐see  10/a5.1  for   [email protected] add'l  info deck owner: 302 solid  wd.  top 1819  5th  Street  LLC 301 768  San  Luis  Road guardrail,  typ. Berkeley,  CA    94707 dn. contact:  Frances  Hellman 510.642.6135 top top boRom top boRom top boRom top boRom top boRom top boRom 313 line  of  wall   contractor  /  esNmator: loft 201 202 203 204 205 206 207 208 209 210 211 212 1a/3.3 below 2 314boRom 301 3 a43.2 - H70o2ll  aFn  Hda  &rr  iHsoanrl  eSyt  .ConstrucBon,  Inc. top loC  area  calc:   Berkeley,  CA    94710 311 2 contact:    Chip  Harley mezzanine  area  limited  to   510-­‐528-­‐3373  ph line  of  storage  area  above   312 boRom 1/3  of  the  room  below 510.528.3704  f Woodshop  and  Grinding   Room  doors  below 407  sq.  C.  x  .33  =  134.3 sq.  C.  allowed top structural  engineer: 309 134  provided Jeffrey  Weber  &  Associates,  Inc. equipment  closet   open  to  below 310 1939  Harrison  Street,  Suite  215 walls boRom Oakland,  CA    94612 contact:    Jeff  Weber top top top 510-­‐251-­‐9578  ph 307 305 303 301 302 510.251.9580  f 308 306 304 top boRom boRom boRom boRom 1 3. mechanical  engineer: b c c.1 c.2 a c.3 / 2 McCracken  &  Woodman,  Inc. 355  Grand  Avenue Oakland,  CA    94610 contact:  Marc  Woodman 510.-­‐763-­‐4891  ph 510-­‐763-­‐0619  f top boRom top boRom top boRom top boRom top boRom top boRom 213 214 215 216 217 218 219 220 221 222 223 224 proposed  second  floor  loC  plan project  north 3 2 electrical  engineer: Scale:    1/4"  =  1'-­‐0" Cammisa  and  Wipf  Electrical   ConsulBng  Engineers 642  Harrison  St San  Francisco,  CA    94107 contact:    George  PuffeR 415-­‐863-­‐5740  ph 415.863.5758 open  to  below make-­‐up  air  louver  in   sawtooth  sidewall,  s.m.d. civil  engineer: David  Franco  Civil  Engineer 1930  ShaRuck  Avenue,  Suite  A Berkeley,  CA    94704 contact:    David  Franco 510-­‐848-­‐1930 open  to  below 1 1 2. 2. a a / top boRom top boRom top boRom top boRom top boRom top boRom / plan  notes: 1 2 225 226 227 228 229 230 231 232 233 234 235 236 1. All  dimensions  are  to  face  of  framing  u.o.n.,  except  doors  and  windows  which   4 are  to  face  of  finished  jamb,  u.o.n. stair 2. See  enlarged  Kitchen  and  Bath  plans  on  sheet  a1.6  for  addiBonal  dimension   4 layout  informaBon. stair 2/a3.3 3. Install  necessary  blocking,  backing,  framing,  hangers  and  other  support  for   5 fixtures,  equipment,  shelving,  and  casework. 4. All  supports,  anchors,  clips,  fasteners,  braces  and  reinforcement  for  all   mezzanine assemblies,  systems,  fixtures,  equipment,  accessories  that  are  not  a  part  of   130 bathroom  fan  duct   the  structural  system,  have  not  been  shown,  specified  or  sized  shall  be  the   guardrail,  see from  below responsibility  of  the  Contractor  to  provide  all  such  items  as  required  to   interior open  to  below complete  the  work  in  conformance  with  all  applicable  codes  and  the  design   elevaBons guardrail,  see   intent.    Contractor  also  to  provide  calculaBons  for  all  such  items  as  required  by   interior  elevaBons the  authoirity  having  jurisdicBon. C-­‐32401 5. Provide  tempered  glazing  where  required  by  code.    See  Door  and  Window   3'-­‐0"  clr.  min. 2/a3.3 Schedules  for  addiBonal  informaBon. 6. Refer  to  Window  and  Door  Schedules  for  window  and  door  detail  reference   solar informaBon. 131 1r2e.n31.  .d2a0t1e3 mezzanine  area  calc:   7. See  Plumbing  &  Equipment  sheet  p1.1  for  addiBonal  informaBon  regarding   equipment,  plumbing  fixtures,  water  heater,  and  hose  bibs. mezzanine  area  limited  to   8. See  Plumbing  &  Equipment  sheet  p1.1  for  plumbing,  appliance  and  equipment   1/3  of  the  room  below specificaBon  informaBon. solar  inverter,  tbd 570  sq.  C.  x  .33  =  188  sq.   9. All  exisBng  brick  masonry  is  to  be  gently  cleaned  and  repointed  at  interior  and   top boRom top boRom top boRom top boRom C.  allowed nel exterior  as  necessary.    Remove  bad  mortar  with  a  chisel  or  brick  rake  to  avoid   pa b-­‐ damage  to  masonry  units.    Contractor  to  perform  a  mortar  analysis  to  verify   187  provided su 237 238 239 240 241 242 243 244 replacement  mortar  is  compaBble  with  the  exisBng  mortar.    Match  color  of   5 exisBng  mortar.    Do  NOT  waterproof  the  exerior  masonry  wall. 10. Refer  to  interior  elevaBons  for  window  height,  countertop  height,  shelf  height,    desk   and  plumbing  fixture  mounBng  height  informaBon. bathroom  fan  duct   grommet,  typ. from  below guardrail dormer  sidewall,  typ. in  progress fixed  wd.  desk,  w/   skylight  above,  typ. file  cabinets  below   245 storage see  roof  plan shown  dashed wall  types  legend: 132 note:    see  finish  schedule  and  elevaBons  for  addiBonal  info 3 stair open  to  below 264 1 1 246 2 2a stl.  truss,  typ.,  s.s.d. a4.2 exisBng  8"  thick  brick  masonry  wall 1 study stucco  wall 263 109 247 2x8  plate;  2x8  studs;  sheathing  (s.s.d.),  7/8"  portland   hose  bib,  s.p.d. horizontal  vent cement  plaster  exterior;  7/8"  plaster  interior;  r-­‐19  min.   terminaBon  for baR  insulaBon;  see  finish  schedule bbq,  s.p.d. bathroom  fan  below exterior  wall CL window  &  doors stl.  guardrail,  see   dn. floor  finish  per   248 2x6  plate;  2x6  studs;  sheathing  (s.s.d.),  1x  wd.   schedule,  typ. a5.2 siding;  5/8"  gwb,  Ble,  or  1x  wd.  siding  at  interior,   13'-­‐0" skylight  above,  see   r-­‐19  min.  baR  insulaBon;  see  finish  schedule roof  plan C 7 265 266 262 201 202 203 204 315 above 316 above 317 above i2nxt6e  rpiolart  e1;-­‐  h2oxu6r  s  rtautdesd  (  sw.sa.ldl    .)(;p  e1r    lCaByCe  rt  a5b/l8e  "7  2ty0p.1e(  2X)    igtewmb    #b  1o4th-­‐  1.3) ,  LL ad 470 164 sides,  r-­‐19  min.  baR  insulaBon.    note:  parBal  height  concrete   t o 6 manifold 215 1 - CL wall wall  not  required  to  be  insulated ree s  R A    9 098 fixed  eshleevlaf,B  soene st3air d/w 3'-­‐11" 4 a453.3 2 2 a441.2up- a-­‐sleteer  n1a0B/an5g.  1tr  feoard  a  sdtda'ilr    itnof  oloC  abov+fie1n3is'h6e"d  floor 3'-­‐0"  clr. sub-­‐panel 249 i2innxts6eu  rlpaiolBarto  eun;n  ;2  -­‐srxea6et  e  sfidtnu  widssah  l  (lssc.sh.edd.)u;  lre-­‐19  min.  baR   5th  St an  Lui ley,  C 057-­‐2 bath   S e   6.1 skylight  above,  typ., 6'-­‐10" 4'-­‐0"  radius dn. 3 3'-­‐4  1/2" 261 201508 206 st2air 207 209 w10.c4. 211 eq. i2isnnixdts6eeu  rslpai;  olBasrteo  eaen;  c    fioawlnutoisesvBrhenc  n  saw  cBbhaneelgtld  w2uexlee4n  s  tsutudds  s(;  s5.s/.8d  .g);w  rb-­‐1  b3o  btah  R   1819 768   Berk apn:   see  roof  plan 217 2 2 4 interior  un-­‐rated  wall CL stl.  col. a4.4 250 2x4  plate;  2x4  studs  (s.s.d.);  r-­‐13  baR  min.  insulaBon;   1/a3.3 277 1 1a/a463.2.3 3 3'-­‐3  3/8" 220 h12a1ll 218 bsstyt.eslp.a.  d.cm,.  os  l.ausb.mdo.nvk.  ei,  tche1n / bfast 267 d1e1c0skkylight,  see  roof  plan 1/a3.3 wd.  nicCLh2e'd-­‐  1too"o  pcrslr. 1 1a/a4323.2.3 2/a3.1 master bedroom manifold closet bathing 212 ma4st3ea &441r . 33baat2h 1/a3.3 coef  nbtaeyr  line   s221ex  -­‐lhe6ao    yfipuenlrrai    st5peh/a    8wrsa"ci  phttheye  ptd  2e(uxp  l6Xee  r  s  gCtwuBCdb  s;t    ab@bul  ei1l  d76i2"n0  go.1  .pc(2a.;)p    eietxertm;e  l  ra#ito1h5r;  -­‐  f1pa.7oc  erot  rtl  ao1n  5hd-­‐  1a.v8e)   oor  plan bed2room clr. w/d 2 33 4 120 216 bonus room 3 a45.2 1 101 102 105 105b 251 cceemmeenntt    ppllaasstteerr;.      sienete  ar7io.1r    ffaocre  a  tdod  'hl  ainvefo  lramtha  Baonnd  portland   d  fl +1132'56" 2'-­‐4"  q. 221 123 a41.3 flfioxoerd  fi  wnids.h  cabinet 106 2 4'-­‐0" 208 cl1o0s7et w/d con 6.9 e 103 q. e finished  floor per  schedule e s 210 219 closet date: phase: 222 +13'5" 213 09.08.11 use  permit 276 2'-­‐112"  4clr. b1a2t2h 268 finished  deck hdoercizoornaBtavle  v  geanst    fiterrempliancaeB  boenl  ofowr 260 259 214 3'-­‐0"  clr. 252 1024..0220..1112 RbuEVild  1in  ugs  ep  epremrmitit q. e CL wall 1'-­‐2  1/2" 7 275 274 273 272 271 270 269 258 257 256 255 254 253 CLwall  [align  w/  wall   CLwall  [align  w/  wall   CLbedroom  wall  &   CLbedroom  wall  &   below,  see  a1.1] wd.  post,  s.s.d. below,  see  a1.1] dormer  wall  beyond dormer  wall  beyond 1 a.1 a3.1 linea  bofo  vseu  nsshhoawdne a.5 a3.2 a3.2 stl.  guardrail, b c c.1 c.2 2/a3. c.3 c.4 c.5 c.9 d a1.2 1/ dashed 1/a2.2 2/ 1/ see  a5.2 1 proposed  second  floor  plan project  north not for construction metal  scupper,  typ. Scale:    1/4"  =  1'-­‐0" maFhew  stromberg Architect,  LEED  AP 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   (e)  parapet  to  be  replaced  with  new   of  service,  is  the  property  of  stromberg  architecture. 2-­‐hour  rated  assembly architect: manifold (n)  solar  pv  panel  under  separate  permit,  typ. MaThew  Stromberg note:  approx.  30  kW  system  w/  high   2113  9th  Street efficiency  (SunPower)  modules Berkeley,  CA    94710 510.316.0443 [email protected] n.  slope1/4"  :  1' n.  slope1/4"  :  1' o18w1n9e  5rt:h  Street  LLC mi mi 768  San  Luis  Road Berkeley,  CA    94707 contact:  Frances  Hellman low  sloped  sheet 510.642.6135 waterproofing  membrane mechanical  equipment  on   below  wd.  deck roof  typ.  ,  s.m.d. slope  1/4"  :  1'  min. contractor  /  esNmator: Holland  &  Harley  ConstrucVon,  Inc. 702  F  Harrison  St. Berkeley,  CA    94710 contact:    Chip  Harley 510-­‐528-­‐3373  ph 510.528.3704  f (e)  parapet  to  be  replaced mechanical  equipment,  s.m.d. structural  engineer: Jeffrey  Weber  &  Associates,  Inc. 1939  Harrison  Street,  Suite  215 Oakland,  CA    94612 contact:    Jeff  Weber 510-­‐251-­‐9578  ph notch  beam  to  allow   510.251.9580  f drainage,  s.s.d. e2 p1 mtl  scupper,  conductor   slo5  :   and  downspout mechanical  engineer: McCracken  &  Woodman,  Inc. (n)  skylight,  typ. 355  Grand  Avenue Oakland,  CA    94610 contact:  Marc  Woodman 510.-­‐763-­‐4891  ph 510-­‐763-­‐0619  f proposed  deck  110  drainage  diagram project  north 2 electrical  engineer: Scale:    1/4"  =  1'-­‐0" Cammisa  and  Wipf  Electrical   ConsulVng  Engineers 642  Harrison  St San  Francisco,  CA    94107 contact:    George  PuffeT 415-­‐863-­‐5740  ph 415.863.5758 civil  engineer: David  Franco  Civil  Engineer 1930  ShaTuck  Avenue,  Suite  A Berkeley,  CA    94704 401 402 403 404 contact:    David  Franco e2 cricket,  typ. 510-­‐848-­‐1930 p1 slo5  :   perforated  mtl.   loading  dock  roof e p plan  notes: o1'   min.  sl1/4"  :   1. All  dimensions  are  to  face  of  framing  u.o.n.,  except  doors  and  windows  which   are  to  face  of  finished  jamb,  u.o.n. n.  slope1/4"  :  1' 2. Slaeyeo  uetn  lianrfgoerdm  aKVitochne.n  and  Bath  plans  on  sheet  a1.6  for  addiVonal  dimension   mi slope 3. Install  necessary  blocking,  backing,  framing,  hangers  and  other  support  for   fixtures,  equipment,  shelving,  and  casework. 4. All  supports,  anchors,  clips,  fasteners,  braces  and  reinforcement  for  all   assemblies,  systems,  fixtures,  equipment,  accessories  that  are  not  a  part  of   the  structural  system,  have  not  been  shown,  specified  or  sized  shall  be  the   responsibility  of  the  Contractor  to  provide  all  such  items  as  required  to   complete  the  work  in  conformance  with  all  applicable  codes  and  the  design   intent.    Contractor  also  to  provide  calculaVons  for  all  such  items  as  required  by   the  authoirity  having  jurisdicVon. C-­‐32401 5. Provide  tempered  glazing  where  required  by  code.    See  Door  and  Window   406 407 Schedules  for  addiVonal  informaVon. 405 408 e2 6. Refer  to  Window  and  Door  Schedules  for  window  and  door  detail  reference   p1 slo5  :   informaVon. 12.31.2013 ren.  date 7. See  Plumbing  &  Equipment  sheet  p1.1  for  addiVonal  informaVon  regarding   equipment,  plumbing  fixtures,  water  heater,  and  hose  bibs. 8. See  Plumbing  &  Equipment  sheet  p1.1  for  plumbing,  appliance  and  equipment   specificaVon  informaVon. 9. All  exisVng  brick  masonry  is  to  be  gently  cleaned  and  repointed  at  interior  and   exterior  as  necessary.    Remove  bad  mortar  with  a  chisel  or  brick  rake  to  avoid   damage  to  masonry  units.    Contractor  to  perform  a  mortar  analysis  to  verify   replacement  mortar  is  compaVble  with  the  exisVng  mortar.    Match  color  of   exisVng  mortar.    Do  NOT  waterproof  the  exerior  masonry  wall. 10. Refer  to  interior  elevaVons  for  window  height,  countertop  height,  shelf  height,   and  plumbing  fixture  mounVng  height  informaVon. (2)  solar  hot  water  collectors   e2 ((ne))    tcrouosls  r  aonodf    rfloaotf    rmooefm,  tbyrpa.ne  on   slop5  :  1 ohnea  dto  dremfeerrr  erodo  sf  utbbmd  i[Traadl]iant   roof  plan  notes: 1. All  roof  penetraVons  shall  be  at  center  of  metal  roof  panel,  u.o.n.    Coordinate   pe12 mtl.  fascia  trim locaVons  with  skylight,  solar  panel,  eave  locaVons,  etc.    Verify  locaVons  with   slo6  :   Architect. 410 411 (n)  standing  seam   2. Refer  to  Division  7  details  for  typical  roof  penetraVon  informaVon. metal  roof,  typ. bathroom  vent  fan 3. Skylights  shall  have  tempered  glass. 409 412 terminaVon,  typ. mtl.  high  peak  trim (n)  skylight,  typ. (n)  cool  roof   mtl.  guTer,  typ. membrane  @  low   slope  roof mtl.  gable  trim   min.  slope (n)  skylight range  hood  external  blower C 7 1/4"  :  1' -­‐  see  equipment  schedule bathroom  vent  fan    LL ad 70 64 , 4 1 terminaVon t o e 9 8 R e   9 r s   A   0 t i C 2 S u 416   -­‐   L , 7 h   y t n e 5 5 a l 0   S e   9   k :   413 414 slope3  :  12 415 eck   181 768 Ber apn w  det] n.  at  belos  she ope  1/4":1'  miembrane  roof  ee  diagram  thi slope 1/4s"lo  :p  1e' 2sl  o:  p12e slope f  plan slm[s 2  :  12 o 3  :  12 o 417 418 r e2 p1 slo3  :   date: phase: 09.08.11 use  permit mtl.  guTer  and  downspout,   12.02.11 REV  1  use  permit see  elevaVons 04.20.12 building  permit mtl.  scupper,  conductor  and   downspout  typ.,  see  elevaVons mtl.  downspout a1.3 metal  sunshade,  typ. mtl.  fascia  trim proposed  roof  plan mtl.  scupper,  conductor  and 1 project  north not for construction downspout  below  sunshade Scale:    1/4"  =  1'-­‐0" a a.2 a.3 a.4 a.6 b c c.9 d 1 2 2 2/a2.2 1 3. 3. 3. 3. 5th  Street  Machine  Arts  -­‐  Light  Fixture  Schedule  -­‐  building  permit a a a a / / / / 1 2 1 2 maIhew  stromberg Architect,  LEED  AP 1 fixture  # fixture  descripOon locaOon fixture  count manufacturer waIage ordering  code comments 2113  9th  St  Berkeley,  CA    94710 bk  ligh>ng  "el   black;  down  light;  provide   510.316.0443  m [email protected] type  1 exterior  wall  sconce exterior  walls 15 capitan" 50w EC-­‐8-­‐BLP-­‐911-­‐B remote  transformers  as  req'd light  fixtures  to  be  enclosed  and   Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   of  service,  is  the  property  of  stromberg  architecture. gasketed  in  finishing  room,  typ. exterior  wall  sconce   type  1a (special) door  #107 1 barnlight  electric 42w  CFL H-­‐91512-­‐B-­‐91-­‐CLR-­‐CAL review  loca>on  with  architect architect: finishing Ma^hew  Stromberg review  column  moun>ng  with   2113  9th  Street 011 exterior  post  mount   bk  ligh>ng  "el   architect;  provide  remote   Berkeley,  CA    94710 type  2 light rear  trellis 2 dorado" (2)  x  50w ED-­‐BZP-­‐8/7-­‐9/9-­‐11/11/-­‐B transformers  as  req'd 510.316.0443 [email protected] provide  remote  transformers   type  3 exterior  landscape  light bollard  lights 10 bk  "lites>ck" 20w LT-­‐20-­‐BLP-­‐PP24 as  req'd owner: use  with  "Basis"  Track;  oil   equipment 1819  5th  Street  LLC rubbed  bronze  finish;  provide   768  San  Luis  Road 015 woodshop remote  transformers  as  req'd;   Berkeley,  CA    94707 012 display  001;  mezzanine   tbd  [max.   comply  w/  12.5w  /  q.  per  T24   contact:  Frances  Hellman table table 130;  master  bedroom   12.5w  /  q.  at   translite  "micro  spot   CEC,  90'  @  Display;  15'  at   510.642.6135 3'x4' 3'x4' type  4 track  light  (LED) 101 Shop] G" 7w MIG  -­‐  BTC  -­‐  length  varies  -­‐  LED  -­‐  RB Mezzanine all  white  baffle  and  trim  at   contractor  /  esOmator: recessed  can   verify  w/   75w  [50w  max.   GWB  ceiling;  all  nickel  baffle   grinding type  5 (incandescent) residences architect elco for  I.C.  version] EL  1499IC and  trim  at  wood  ceiling Holland  &  Harley  Construc>on,  Inc. 2 702  F  Harrison  St. 010 Berkeley,  CA    94710 bathroom  102;  urinal   all  white  baffle  and  trim  at   contact:    Chip  Harley (e)  ceiling  to  be   recessed  can  (LED  or  106;  residence  kitchens   verify  w/   14.4w  LED  or   GWB  ceiling;  all  nickel  baffle   510-­‐528-­‐3373  ph cleaned  and   type  5a CFL)) and  bathrooms architect elco 15w  CFL ELD  44  ICA   and  trim  at  wood  ceiling 510.528.3704  f painted,  typ. grinding  room  110;   woodshop  012;   structural  engineer: 8'  high  output  strip   manufacturing  009   lithonia  t8  heavy   wd.  soffit type  6 fluorescent north  bay 14 duty  industrial   110w EJ296HO provide  cage  for  fixture Jeffrey  Weber  &  Associates,  Inc. 1939  Harrison  Street,  Suite  215 CL doors wellmade  products   Oakland,  CA    94612 (e)  moment  frame,  s.s.d. contact:    Jeff  Weber 8'  high  output  strip   t8  enclosed  &   510-­‐251-­‐9578  ph type  6a fluorescent finishing  room  011 2 gasketed (2)  32w   192-­‐*-­‐148-­‐2T8 enclosed  &  gasketed CL doors 510.251.9580  f tool  storage  007;   manufacturing  109   mechanical  engineer: north  bay;  equipment   type  6b 4'  strip  fluorescent closets  013;  014;  015 6 crownlite (1)  32w   1-­‐F32W-­‐T8 McCracken  &  Woodman,  Inc. 355  Grand  Avenue Oakland,  CA    94610 equipment equipment 8'  regular  output  strip   u>lity  closet  005;  solar   (e)  truss  to  be  cleaned  and   contact:  Marc  Woodman type  6c fluorescent storage  131 4 crownlite (2)  32w   2-­‐F32W-­‐T8 painted,  typ. 014 013 510.-­‐763-­‐4891  ph manufacturing 510-­‐763-­‐0619  f remote  mount  ballast;  85   009 manufacturing  009;   150w  ceramic   series  reflector;  see  int.   type  7 shop  pendant machine  shop  008 35 holophane metal  halide PGR  -­‐  15DMP  -­‐  12  -­‐  85  -­‐  U  -­‐  5 eleva>on  for  moun>ng  height 3 electrical  engineer: (e)  stl.  rod  bracing,  s.s.d. remote  mount  ballast;  85   Cammisa  and  Wipf  Electrical   70w  ceramic   series  reflector;  see  int.   Consul>ng  Engineers type  7a display  room  pendant display  room  001 2 holophane metal  halide PGR  -­‐  70DMP  -­‐  12  -­‐  85  -­‐  U  -­‐  5 eleva>on  for  moun>ng  height eq.  b 7'-­‐0" 5'-­‐0" 5'-­‐0" 7'-­‐0" eq.  b 642  Harrison  St San  Francisco,  CA    94107 contact:    George  Puffe^ remote  mount  electronic   415-­‐863-­‐5740  ph ballast;    85  series  reflector;  see   415.863.5758 150w  ceramic   int.  eleva>on  for  moun>ng   ry type  7b sivng  room  pendant sivng  room  023 10 holophane metal  halide PGR  -­‐  15DMP  -­‐  12  -­‐  85  -­‐  U  -­‐  5 height skylight,  typ. clerestove,  typ. 12'-­‐0"  typ.  @  sawtooth 4'-­‐0" machine  shop  008;   cooper  ligh>ng   150w  ceramic   civil  engineer: 8  with  ns  abo CL door  &  skylight  typ.   type  8 wall  mounted  uplight woodshop  012 4 ametrix  roundel metal  halide RN-­‐SI-­‐C-­‐1-­‐E-­‐150-­‐XXX-­‐W-­‐YR David  Franco  Civil  Engineer type  mullio ea  sawtooth  bay type  9 special  pendant dining  room  021;  stair  3 6 tbd assume  70w 1B9e3rk0e  Slehya,^  CuAc  k  9  A47ve0n4ue,  Suite  A vent  duct,  typ.,  s.m.d. gn  fixture  window   mach0in0e8 shop "0-­‐'4 astsoutmale  o  5f  03w00  owr     c5o1n0t-­‐a8c4t8:  -­‐  1D9a3v0id  Franco ali type  9a special  pendant entry  003 6 tbd for  room living  room  022;   verify  w/   type  10 general  pendant caretaker  living  028 architect del  ray  kone  611 26w 6112  -­‐  26  -­‐  1 mount  10'-­‐6"  a.f.f. 1 1 2. 2. a a verify  w/   / / 1 2 type  11 under  cabinet residences architect alkco (3)  x  20w LINCS100HN27-­‐SGD wd.  soffit 4 type  11 residen>al  closets residen>al  closets 6 alkco (3)  x  20w LINCS100HN27-­‐SGD shelf bathroom  mirror   urinal type  12 fixture residen>al  bathroom 4 alko 60w RECESLI 2/a3.3 stl.  beam  typ.,  s.s.d. 006 display sec>on  door type  13 ceiling  fan sivng  room  023 2 emerson  electric 79w CF765 60"  brushed  steel   hardware,  typ. exit 001 fan notes: 1.    review  all  t24  ligh>ng  requirements  prior  to  installa>on 2'-­‐0"  max 2.    review  all  fixture  loca>ons  and  moun>ng  heights  with  architect  prior  to  installa>on tool storage entry  awning   projec>on 007 C-­‐32401 reflected  ceiling  plan  &  lighOng  notes: 2/a3.3 1. The  direc>ve,  if  any,  of  the  building  official  shall  take  precedence  over  this   sign  light  in relocated  stl.  rod   ceiling  finish  per  schedule drawing  regarding  loca>on  and  number  of  exit  lights  and  A/V  fire  alarm   par>al  height bracing  in  this  bay,   enunciators. 12.31.2013 conc.  wall ren.  date s.s.d. 2. Ligh>ng  layouts  shown  are  intended  to  indicate  desired  fixture  loca>ons  and   switching.    Ligh>ng  installer  shall  make  a  thorough  confirma>on  of  all  exis>ng   condi>ons  prior  to  commencement  of  work.    Ligh>ng  shall  be  installed  and   review  track  light CL window,  door   circuited  in  full  accordance  with  the  applicable  codes  by  a  licensed  electrician. layout  with &  fixtures line  of  loading  dock   3. Light  fixture  loca>ons  to  be  coordinated  with  exposed  structural  framing  not   architect  prior  to shelves roof  above shown.    Contractor  to  reconcile  conflicts  with  Architect  prior  to  installa>on. installa>on,  typ. 4. Refer  to  Title  24  mandatory  measures  for  addi>onal  ligh>ng  requirements,   such  as  occupancy  sensors,  and  high  efficacy  fixtures,  etc. 5 5. All  systems  exposed  in  the  ceiling,  including  but  not  limited  to  electrical   line  of   conduit,  ligh>ng,  fire  sprinkler,  alarm  and  plumbing  layout  are  to  be  reviewed   fan dryer dormer wd.  soffit with  architect  prior  to  commencement  of  work. stl.  truss, 6. Refer  to  Sec>on  and  Eleva>on  drawings  for  addi>onal  light  fixture  layout   washer typ.  s.s.d. informa>on. 7. Sprinkler  System  to  comply  with  NFPA  13D  and  2010  CBC  all  parts,  and  the   requirements  of  the  local  building  and  fire  departments.    Sprinkler  system  to   be  design/build. bathroom wash cl0o2s4et manifold stl.  rodt  bypri.d  sg.isn.dg., 4'-­‐0" 8. See  Site  Plan  for  addi>onal  landscape  light  fixture  loca>ons. 002 004 CL door  &  ceiling  fans light  types  legend: bath CL toilet,  fan   sitting note:    see  light  fixture  schedule  for  addi>onal  info fan provide  occupancy   025 &  light 023 sensor  in  bathroom 0" utility 4'-­‐ a switching  group 005 CL door,  lights   manifold &  sink patio type  1  -­‐  Exterior  wall  sconce   wd.  soffit 030 type  1a  -­‐  Exterior  wall  sconce  (special) exit closet eq.  (c) eq.  (c) C 7 CL doors  &   026 exterior  landscape  light,   L 0 4 fixtures see  a1.0  for  add'l  loca>ons type  2  -­‐  Exterior  trellis  light   L d 7 6   a , 4 1 t o 6 manifold e R 9 8 type  3  -­‐  Exterior  landscape  light   e   9 wd.  soffit r s   A   0 s eq.  (a) eq.  (a) eq.  (b) eq.  (b) St ui C 2   -­‐ s type  4  -­‐  track  light h    L y, 7 Benchmark  Title 5t an le 05 Benchmark  Eleva>on type  5  -­‐  recessed  can 9    S ke :     1 8 r n 4'-­‐8" 8 6 e p type  6  -­‐  strip  fluorescent  fixture 1 7 B a 6.1 centerline  of   fixtures  &   centerline  of   type  7  -­‐  shop  pendant residence  doors skylights  &  fixtures r g n o n a type  8  -­‐  wall  mounted  uplight o i l fl il p 1/a3.3   e 1/a3.3 t c type  9  -­‐  special  pendant s   r d living room entry hall fi e living dining kitchen t 028 003 type  10  -­‐  general  pendant c 022 021 020 e fl e type  11  -­‐  undercabinet  fixture 6.9 r type  12  -­‐  bathroom  mirror date: phase: 09.08.11 use  permit 12.02.11 REV  1  use  permit eq. eq. 04.20.12 building  permit type  13  -­‐  ceiling  fan 7 s smoke  detector wd.  soffit stl.  header.  s.s.d. stl.  open  web  joist,   typ.  s.s.d. shelves,  typ. stl.  open  web  joist,   1 a.1 a3.1 typ.  s.s.d. a.5 a3.2 a3.2 b c c.1 c.2 2/a3. c.3 c.4 venthood c.5 c.9 d a1.4 1/ 1/a2.2 2/ 1/ 1 first  floor  reflected  ceiling  plan project  north not for construction Scale:    1/4"  =  1'-­‐0" a a.2 a.3 a.4 a.6 b c c.9 d 1 2 2 2/a2.2 1 3. 3. 3. 3. a a a a / / / / 1 2 1 2 maHhew  stromberg Architect,  LEED  AP 1 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] wd.  soffit Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   of  service,  is  the  property  of  stromberg  architecture. architect: Ma[hew  Stromberg 2113  9th  Street Berkeley,  CA    94710 CL stair  &  light   510.316.0443 fixtures [email protected] deck owner: 302 1819  5th  Street  LLC 768  San  Luis  Road Berkeley,  CA    94707 contact:  Frances  Hellman CL door  &  light   510.642.6135 fixtures contractor  /  esNmator: loft es r u t 301 fix Holland  &  Harley  ConstrucJon,  Inc. 2 m   702  F  Harrison  St. o o Berkeley,  CA    94710 r d e contact:    Chip  Harley s b r   510-­‐528-­‐3373  ph e st 510.528.3704  f a m /   w n   g ali structural  engineer: Jeffrey  Weber  &  Associates,  Inc. 1939  Harrison  Street,  Suite  215 Oakland,  CA    94612 contact:    Jeff  Weber 510-­‐251-­‐9578  ph 510.251.9580  f 1 3. mechanical  engineer: b c c.1 c.2 a c.3 / 2 mtl.  sunshade McCracken  &  Woodman,  Inc. 355  Grand  Avenue Oakland,  CA    94610 contact:  Marc  Woodman 510.-­‐763-­‐4891  ph 510-­‐763-­‐0619  f proposed  second  floor  loi  plan project  north 3 2 electrical  engineer: Scale:    1/4"  =  1'-­‐0" Cammisa  and  Wipf  Electrical   ConsulJng  Engineers 642  Harrison  St San  Francisco,  CA    94107 contact:    George  Puffe[ 415-­‐863-­‐5740  ph 415.863.5758 civil  engineer: David  Franco  Civil  Engineer 1930  Sha[uck  Avenue,  Suite  A Berkeley,  CA    94704 contact:    David  Franco 510-­‐848-­‐1930 1 1 2. 2. a a / / 1 2 4 stair 4 stair 2/a3.3 5 mezzanine 130 C-­‐32401 reflected  ceiling  plan  &  ligh0ng  notes: 2/a3.3 1. The  direcJve,  if  any,  of  the  building  official  shall  take  precedence  over  this   solar drawing  regarding  locaJon  and  number  of  exit  lights  and  A/V  fire  alarm   skylight  typ., 131 enunciators. 1r2e.n31.  .d2a0t1e3 see  roof  plan 2. LighJng  layouts  shown  are  intended  to  indicate  desired  fixture  locaJons  and   switching.    LighJng  installer  shall  make  a  thorough  confirmaJon  of  all  exisJng   review  track  light condiJons  prior  to  commencement  of  work.    LighJng  shall  be  installed  and   layout  with circuited  in  full  accordance  with  the  applicable  codes  by  a  licensed  electrician. architect  prior  to installaJon 3. Light  fixture  locaJons  to  be  coordinated  with  exposed  structural  framing  not   shown.    Contractor  to  reconcile  conflicts  with  Architect  prior  to  installaJon. 4. Refer  to  Title  24  mandatory  measures  for  addiJonal  lighJng  requirements,   such  as  occupancy  sensors,  and  high  efficacy  fixtures,  etc. 5 5. All  systems  exposed  in  the  ceiling,  including  but  not  limited  to  electrical   conduit,  lighJng,  fire  sprinkler,  alarm  and  plumbing  layout  are  to  be  reviewed   ceiling  finish  per with  architect  prior  to  commencement  of  work. schedule 6. Refer  to  SecJon  and  ElevaJon  drawings  for  addiJonal  light  fixture  layout   informaJon. storage 7. Sprinkler  System  to  comply  with  NFPA  13D  and  2010  CBC  all  parts,  and  the   requirements  of  the  local  building  and  fire  departments.    Sprinkler  system  to   132 be  design/build. stair 8. See  Site  Plan  for  addiJonal  landscape  light  fixture  locaJons. 1 light  types  legend: study note:    see  light  fixture  schedule  for  addiJonal  info 109 a switching  group type  1  -­‐  Exterior  wall  sconce   ceiling  finish  per   type  1a  -­‐  Exterior  wall  sconce  (special) CL window,  doors   schedule,  typ. C 7 &  light  fixtures CL doors  &  light   centerline  toilet,  fan,   type  2  -­‐  Exterior  trellis  light   LL d 70 64 fixtures fixtures,  and  door ,   a 4 1 t o 6 manifold CL toilet,  fan  &  light CL door  &  light eq.  (c) type  3  -­‐  Exterior  landscape  light   Stree uis  R CA    9 2098 stair fan s   -­‐ 3 q.  (c) type  4  -­‐  track  light th   n  L ey, 57 skylight  above e 5 a l 0 sskeyeli  grohot  fa  pbloavne see  roof  plan sskeyeli  grohot  fa  pbloavne mtl.  sunshade,  typ. b1a0t8h st2air s htyapn  gaitn  ega  r.  od,   fan w.c. eq. type  5  -­‐  recessed  can 819   68  S erke pn:     closet 104 type  6  -­‐  strip  fluorescent  fixture 1 7 B a 6.1 a) q.  ( CL window   type  7  -­‐  shop  pendant e &  light CL door,  sink  &  light fixed  wd. skylight r g n 1/a3.3 s s h12a1ll kitchen / bfast CL wligihntd  ofiwxtsu,r  heasll  &   d1e1c0k eq.  (a) eq.  (b)eq.  (b) master bedroom sskeyeli  grohot  fa  pbloavne manifold cslhoeslfet sbeeaa  trbohooivnf  epglan master bath 1/a3.3 CL bfixatyu,  rseksy,l  imghetd,  itcuinbe,    scianbki,n  leigtht   ttyyppee    89    -­‐-­‐    wspaellc  imalo  puenntdedan  utplight nd  floo d  ceilin pla bedroom w/d 120 bonus room 101 102 105 105b CL w&  ilnigdhotw   type  10  -­‐  general  pendant eco cte 6.9 2'-­‐7" 125 123 CL toilet,  fan  &   s CL dfioxtourr  &es  light   eq.  (a) 106 cl1o0s7et w10/3d CL uligrihntasl  &  q. type  11  -­‐  undercabinet  fixture s refle fan e light  fixture closet type  12  -­‐  bathroom  mirror date: phase: 124 bath CL window  &   CL door  &  light  fixtures eq.  (c) CL windows  &   0192..0082..1111 uRsEeV    p1e  urmsei  tpermit 122 light  fixtures c) light  fixtures 04.20.12 building  permit eq.  (a) eq.  (a) eq.  (a) q.  ( type  13  -­‐  ceiling  fan e CL window  &   CL window  &   light  fixture light  fixture 7 CL window  &   CL window  &   s smoke  detector light  fixtures light  fixture centerline  window  mullion, 1 centerline  windows   ceiling  finish  per a.1 3.1 pendant  fixture  and  skylight a.5 3.2 3.2 b c c.1 wd.  soffit,  typ. c.2 /a3. c.3 &  fixtures c.4 schedule,  typ. c.5 c.9 d a1.5 a a a 2 1/ 1/a2.2 2/ 1/ 1 second  floor  reflected  ceiling  plan project  north not for construction Scale:    1/4"  =  1'-­‐0" maJhew  stromberg Architect,  LEED  AP 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   of  service,  is  the  property  of  stromberg  architecture. architect: a a.1 a.5 b b.1 c c.1 c.2 c.3 c.4 c.5 c.9 d MaYhew  Stromberg 2113  9th  Street Berkeley,  CA    94710 510.316.0443 [email protected] owner: 1819  5th  Street  LLC 768  San  Luis  Road Berkeley,  CA    94707 contact:  Frances  Hellman 510.642.6135 (e)  portland  cement  plaster  parapet  in disrepair  to  be  replaced contractor  /  es%mator: exis%ng  shed  removed  under  previous   permit Holland  &  Harley  Construc%on,  Inc. 702  F  Harrison  St. (e)  brick  facade  to  remain Berkeley,  CA    94710 contact:    Chip  Harley 510-­‐528-­‐3373  ph 510.528.3704  f (e)  steel  sash  warehouse  windows  to be  replaced  at  select  loca%ons -­‐  see  proposed  eleva%ons structural  engineer: exis%ng  grade Jeffrey  Weber  &  Associates,  Inc. 1939  Harrison  Street,  Suite  215 Oakland,  CA    94612 contact:    Jeff  Weber 510-­‐251-­‐9578  ph 510.251.9580  f exis%ng  south  eleva%on mechanical  engineer: 4 Scale:    1/8"  =  1'-­‐0" McCracken  &  Woodman,  Inc. 355  Grand  Avenue Oakland,  CA    94610 contact:  Marc  Woodman 510.-­‐763-­‐4891  ph 510-­‐763-­‐0619  f d c.9 c b.1 b a.2 a.1 a electrical  engineer: Cammisa  and  Wipf  Electrical   Consul%ng  Engineers 642  Harrison  St San  Francisco,  CA    94107 contact:    George  PuffeY 415-­‐863-­‐5740  ph 415.863.5758 (e)  steel  sash  warehouse windows  to  remain (e)  truss  roof  to   civil  engineer: remain exis%ng  shed  and  awning David  Franco  Civil  Engineer removed  under  previous  permit 1930  ShaYuck  Avenue,  Suite  A Berkeley,  CA    94704 contact:    David  Franco 510-­‐848-­‐1930 exis%ng  north  eleva%on 3 Scale:    1/8"  =  1'-­‐0" 7 6.9 6 5 4 3 2 1 C-­‐32401 12.31.2013 ren.  date exis%ng  east  eleva%on 2 Scale:    1/8"  =  1'-­‐0" C 7 L 0 4 L d 7 6   a , 4 1 t o e 9 8 R e   9 r s   A   0 t i C 2 1 2 3 4 5 6 6.1 6.9 7 S u   -­‐   L , 7 h   y t n e 5 5 a l 0   S e   9   k :   1 8 r n (e)  rolling  door  to  be  replaced 8 6 e p 1 7 B a (e)  door  to  be  removed  and opening  re-­‐designed g s (e)  portland  cement  plaster   n n parapet  in  disrepair  to  be   % o replaced s % i a t.o.  roof x approx.  19'-­‐9" e v e (e)  steel  sash  warehouse   (e)  parapet l windows  to  be  replaced  at   +17'-­‐1  1/4" e select  loca%ons   -­‐  see  proposed  eleva%ons (e)  brick  facade  to  remain t.o.  exterior  brick +11'-­‐7  3/4" (e)  chain  link  fence  to  be   date: phase: removed 09.08.11 use  permit 12.02.11 REV  1  use  permit 04.20.12 building  permit window  sill +4'-­‐2" a2.0 exis%ng  west  eleva%on 1 Scale:    1/8"  =  1'-­‐0" not for construction maIhew  stromberg Architect,  LEED  AP 2113  9th  St  Berkeley,  CA    94710 510.316.0443  m [email protected] Copyright  ©  2012  stromberg  architecture,  sole  proprietorship.    This  document,  as  an  instrument   of  service,  is  the  property  of  stromberg  architecture. architect: Ma[hew  Stromberg 2113  9th  Street Berkeley,  CA    94710 7 6.9 6 5 4 3 2 1 510.316.0443 [email protected] owner: mtl.  high  peak  trim 1819  5th  Street  LLC 768  San  Luis  Road Berkeley,  CA    94707 standing  seam  mtl.  roof, contact:  Frances  Hellman see  roof  plan 510.642.6135 skylight,  see  roof  plan solar  hot  water  collector  at   contractor  /  es*mator: dormer  roof  as  deferred  submi[al mtl.  sunshade  beyond,  typ. -­‐  see  roof  plan Holland  &  Harley  ConstrucFon,  Inc. 702  F  Harrison  St. solar  PVs,  typ.  as  deferred Berkeley,  CA    94710 submi[al,  see  roof  plan mtl.  fascia  trim contact:    Chip  Harley fiber  cement  siding,  typ. 510-­‐528-­‐3373  ph 510.528.3704  f mtl.  conductor  head  and mtl.  louver,  ptd.,  s.m.d. downspout,  typ. solar  PVs  beyond  under   mtl.  siding,  typ. mtl.  conductor  head  and structural  engineer: separate  permit downspout,  typ. -­‐  see  roof  plan Jeffrey  Weber  &  Associates,  Inc. ss  window  panel perforated  corrugated  mtl. between  windows loading  dock  roof,  see  a5.2 smooth  trowel,  integrally   1939  Harrison  Street,  Suite  215 colored  portland  cement   Oakland,  CA    94612 plaster contact:    Jeff  Weber wood  siding,  clr.  seal,  typ. 510-­‐251-­‐9578  ph 510.251.9580  f smooth  trowel,  integrally colored  portland  cement plaster mechanical  engineer: second  floor control  joint 13'-­‐6" McCracken  &  Woodman,  Inc. 355  Grand  Avenue Oakland,  CA    94610 contact:  Marc  Woodman 510.-­‐763-­‐4891  ph light  fixture,  see  a1.4 mtl.  conductor  head  and   510-­‐763-­‐0619  f downspout  beyond,  typ. (e)  brick  wall electrical  engineer: beam  assembly,  s.s.d. chamfered  window Cammisa  and  Wipf  Electrical   jamb,  see  plan (e)  brick  wall ConsulFng  Engineers 642  Harrison  St San  Francisco,  CA    94107 chamfered  window  jamb,   contact:    George  Puffe[ finished  grade see  plan 415-­‐863-­‐5740  ph s.c.d. 415.863.5758 primary  swing  door " 0 civil  engineer: 4'-­‐ finished  slab 1'-­‐0" 0" David  Franco  Civil  Engineer 1'-­‐ 1930  Sha[uck  Avenue,  Suite  A verFcal  portland  cement  plaster Berkeley,  CA    94704 control  joint  at  grid  6 contact:    David  Franco clear  anodized  aluminum  garage 510-­‐848-­‐1930 paFo  bbq  shown  dashed  for bi-­‐fold  paFo  doors door  w/  lower  solid  panel  and clarity  of  info  beyond clear  glass  panels  above,  typ. exterior  light  fixture,  see  a1.4 ptd.  stl.  corner  guard,  typ. concrete  curb  foundaFon,  s.s.d. conc.  curb  foundaFon,  s.s.d. east  elevaFon 2 Scale:    1/4"  =  1'-­‐0" exterior  eleva*on  notes: 1. Refer  to  Window  and  Door  Schedules  for  window  and  door  detail  reference   informaFon. 2. Refer  to  Window  Schedule  for  windows  designed  to  meet  escape  criteria  of   the  building  code.    Escape  window  sill  height  shall  be  no  more  than  3'-­‐8"  a.f.f.   C-­‐32401 and  open  area  shall  meet  or  exceed  5.7  sq.  Y.  open  area. 3. Window  height  dimensions  shown  are  from  finished  floor  to  finished  window   stool.    See  window  details  for  relaFonship  to  rough  opening  and  interior   elevaFons  for  addiFonal  info. 12.31.2013 ren.  date 4. Where  windows  wrap  corners,  align  sill  heights,  u.o.n. 1 2 3 4 5 6 6.1 6.9 7 main  residence  beyond,   see  1/a3.2 exisFng  roof solar  PVs  under  separate  permit plate  stl.  awning -­‐  see  roof  plan -­‐see  door  detail  for  add'l  info note:  above  8',  max  projecFon  to  be  24'  from  building;   mtl.  siding,  typ. below  8',  max.  projecFon  to  be  4"  from  building metal  sunshade,  typ. fiber  cement  siding  at  sawtooth,  typ. plate  stl.  frame  at  aluminum  windows   note:  at  Display  room  only ptd.  sheet  mtl.  clad C 7 surface  mounted  sliding ss  window  panel  and  corner   L 0 4 property  line,  typ. warehouse  door egress  window cladding ,  L ad 47 16 provide  verFcal  portland [5s.e7e  s  sqc.  hYe.d  mulien.] caltr  .s  eacnoonddiz  efldo  oarl,u  tmypin.um  windows   eet Ro  9 98 cement  plaster  control  joints  at r s   A   0 stl.  beam  assembly, grid  lines  2,  3,  4,  5,  6 smooth  trowel,  integrally  colored   t i C 2 s.s.d. portland  cement  plaster  parapet   S u   -­‐ ax. w/  mtl.  cap  flashing t.o.  parapet h    L y, 7 mtl.  aconndd  duocwtobnres  yhpoeonauddt 3'-­‐8"  m droeabprslkca  ucbrereomdn  ezgnelat  a  swsn  oiandtd  ilzooewwdse    arinl  ur  o(mew)in  so,u  ptmyep  nw.inagr  ewh/o  use   s1e5c'-­‐o7n  3d/  fl4o"  or 19  5t 8  San rkele n:    05 8 6 e p 13'-­‐6"   1 7 B a mtl.  conductor  head  and   alarm  bell downspout  beyond ptd.  steel  entry  /  security  gate -­‐see  a5.2  for  add'l  info exterior  light  fixture,  typ. -­‐see  a1.4  for  add'l  info dark  bronze  anodized accessible  gate  w/   r s electronic  keyed  entry o n aluminum  warehouse i o r replacement  windows e * mail  box  for  1819,   t a 1821,  1823  5th   x ptd.  sheet  mtl. v 10 e e siding a5.2 el exposed  form-­‐Fe, n. smooth  trowel  parFal align  w/  sill  height  at  Display align o. u. height  conc.  wall 6" p.   nofitree:    sinpsrtianslktl  lapenerd  rf  a.Cdri.dtcys. 8'-­‐ 7'-­‐0" 5th    street  machine  arts 8'-­‐9"  ty 7'-­‐0" finished  slab date: phase: " 09.08.11 use  permit 1 1'-­‐0" 2'-­‐1 sidewalk  &   1024..0220..1112 RbuEVild  1in  ugs  ep  epremrmitit showroom   finished  floor   accessible  ptd.   ptd.  sheet  metal   0'-­‐0" ptd.  sheet  mtl.  clad  door exposed  form-­‐Fe,  smooth   mtl.  entry  doors steel  and  wd.  bench clad  door finished  grade  at  curb  cut trowel  concrete  "patch"  w/   concrete  ramp,  see  plan sign  niche west  elevaFon 1 a2.1 Scale:    1/4"  =  1'-­‐0" not for construction

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OCCUPANCY: TYPE OF CONSTRUCTION: . mechanical systems to provide complete working systems. 5. The General Contractor shall call for all architectural, structural and governmental inspec%ons as required, and as All supports, anchors, clips, fasteners, braces and reinforcement for all.
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