face of stud cb - forzaftp.com · down ds. downspout dwr. drawer dwg. drawing d.f. drinking...

200GARAGE

109MASTER BATH

206PANTRY

205KITCHEN

208DINING

110MASTER CLOSET

107MASTER BEDROOM

108READING

303MASTER BATH

302MASTER SUITE

COVER SHEETARCHITECTURAL

A-0.00

ISSUE RECORD

GENERAL NOTESRESIDENTIAL NOTES

DRAWING INDEXVICINITY MAPABBREVIATIONSA.C. TILE ACOUSTIC TILEACOUS. ACOUSTICALADJ. ADJACENTADJUST. ADJUSTABLEA.F.F. ABOVE FINISH FLOORAGGR. AGGREGATEALT. ALTERNATEALUM. ALUMINUMAPPROX. APPROXIMATEARCH. ARCHITECTURALA.D. AREA DRAINASB. ASBESTOSA.B.P. ASPHALTIC BUILDING PAPERASPH. ASPHALT@ AT

BM. BEAMBITUM. BITUMINOUSBLKG. BLOCKINGBD. BOARDBOT. BOTTOMBLDG. BUILDING

CAB. CABINETC.I. CAST IRONC.B. CATCH BASINCLKG. CAULKINGCLG. CEILINGCLK. CHAIN LINKCEM. CEMENTCTR. CENTERCER. CERAMICC.T. CERAMIC TILECLR. CLEARCL. CLOSETCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONSTR. CONSTRUCTIONCONT. CONTINUOUSCORR. CORRIDORCNTR. COUNTERCTSK. COUNTERSUNK

DBL. DOUBLEDEPT. DEPARTMENTDET. DETAILDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERD.O. DOOR OPENINGDN. DOWNDS. DOWNSPOUTDWR. DRAWERDWG. DRAWINGD.F. DRINKING FOUNTAIND.S.P. DRY STANDPIPE

(E) EXISTINGEA. EACHE. EASTE.W.C. ELECTRIC WATER COOLERELEC. ELECTRICALE.P. ELECTRICAL PANEL BOARDEL. ELEVATIONELEV. ELEVATOREMER. EMERGENCYENCL. ENCLOSUREEQ. EQUALEQPT. EQUIPMENTEXST. EXISTINGEXP. EXPANSIONE.J. EXPANSION JOINTEXPO. EXPOSEDEXT. EXTERIOR

FD FACE OF DECKFF FACE OF FINISHFO FACE OF OPENINGF.O.S. / FS FACE OF STUDSFIN. FINISHFT. FEETF.A. FIRE ALARMF.E. FIRE EXTINGUISHERF.E.S. FIRE EXTINGUISHER CABINETF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHFPRF. FIRE PROOFFLASH. FLASHINGFL. FLOORF.D. FLOOR DRAINFLUOR. FLUORESCENTFT. FOOTFTG. FOOTINGFDN. FOUNDATIONFURR. FURRING

HDW. HARDWAREHDWD. HARDWOODHGT. HEIGHTH.A. HOLLOW COREH.M. HOLLOW METALHORIZ. HORIZONTALHB. HOSE BIBBHR. HOUR

I.D. INSIDE DIAMETERINSUL. INSULATIONINT. INTERIOR

JAN. JANITORJB JOIST BEARINGJT. JOINT

KIT. KITCHEN

LAB. LABORATORYLAM. LAMINATELAV. LAVATORYLT. LIGHTLKR. LOCKER

M.H. MANHOLEMFR. / MANUF. MANUFACTURERM.O. MASONRY OPENINGMFR. MAXIMUMMECH. MECHANICALM.C. MEDICINE CABINETMEMB. MEMBRANEMTL. METALMIN. MINIMUMMIR. MIRRORMISC. MISCELLANEOUSM.R. MOISTURE RESISTANTMTD. MOUNTED NEW

(N) NEWNOM. NOMINALN. NORTHN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALENO. NUMBER# NUMBER

OBS. OBSCUREOFC. OFFICEO.C. ON CENTEROPNG. OPENINGOWSJ OPEN WEB STEEL JOISTOPP. OPPOSITEO.H. OPPOSITE HANDO.D. OUTSIDE DIAMETERO.A. OVERALLO/ OVERO.F.C.I. OWNER FUNISHED,

CONTRACTOR INSTALLED

P. PAIRPTD. PAINTED DISPENSERPTN. PARTITIONPLAS. PLASTER

P. LAM. PLASTIC LAMINATEPT. PLATEPLYWD PLYWOODPOS POINT OF SALEPRCST PRECASTPREP. PREPAREP.T. PRESSURE TREATED

Q.T. QUARRY TILE

(R) RELOCATERAD RADIUSR.W.L. RAIN WATER LEADERRDWD REDWOODREF REFERENCEREFR REFRIGERATORREG REGISTERREINF REINFORCEDREQ REQUIREDRESIL RESILIENTR. RISERR.D. ROOF DRAINRM ROOMR.O. ROUGH OPENING

STD. STANDARDSTA. STATIONSTL. STEELSTOR. STORAGESTRL. STRUCTURALSTRUCT. STRUCTURALSUSP. SUSPENDEDSYM. SYMMETRICAL

TEL. TELEPHONET.V. TELEVISIONT.G. TEMPERED GLAZINGTER. TERRAZZOTHK. THICKT.P.D. TOILET PAPER

DISPENSERT&G TONGUE AND GROOVET.J.I. TRUSS JOIST I-BEAMT.O. TOP OFT.O.C. TOP OF CURBT.O.P. TOP OF PAVEMENTT.O.S. TOP OF SLABT.O.STL. TOP OF STEELT.O.W. TOP OF WALLT.B. TOWEL BARTRD. TREADT.S. TUBE STEELTYP. TYPICAL

UNF. UNFINISHEDU.N.O. UNLESS NOTED

OTHERWISEUR. URINALU.S. UNDERSIDE OF

STRUCTUREU.S.S. UNDERSIDE OF SOFFITU.S.STL. UNDERSIDE OF STEEL

VERT. VERTICALVIF. VERIFY IN FIELDVEST. VESTIBULE

W.C. WATER CLOSETWP. WATERPROOFWT. WEIGHTW. WESTWDW. WINDOWW/ WITHW/O WITHOUTWD. WOODW.O. WHERE OCCURES

PROJECT ADDRESS: 16640 LINDA TERRACELOS ANGELES CA, 90272

ASSESOR'S PARCEL #: 4419-014-006

MAP REFERENCE: M B 445-8/13

TRACT: TR 17592

BLOCK: NONE

LOT: 33

ZONE: R1-1

FIRE ZONE: VERY HIGH FIRE HAZARD SEVERITY ZONE

OCCUPANCY: R3 (U AT GARAGE)

PROJECT SUMMARY

APPLICABLE CODES

SITE PLANA-2.00

FIRST FLOOR PLANA-2.10

EXTERIOR ELEVATIONSA-3.10

DOOR TYPES & SCHEDULEA-9.00

FRAMING

BLOCKING

GRAVEL FILL

EARTH

CONCRETE

SAND

BLOCK WALL(TWO WYTHE SHOWN)

BRICK WALL(TWO WYTHE SHOWN)

ALUMINUM

STEELFINISH WOOD

GLASS

GYPSUM BOARDPLYWOOD

WOOD FLOORING

CERAMIC TILE

FINISH WOOD (DETAILS)

HATCH LEGEND

NUMROOM NAME

#

#

##

##

#*

(TYP)

ALIGN OR FLUSHFUR-OUT OR SHIM AS REQUIRED

WALL/FLOOR TYPE, REF. A-2.03

FIXTURE / ACCESSORY TAG,REF. A-9.20

FINISH TAG, REF. A-9.20

ROOM NAME TAG

DOOR TAG

WINDOW TAG

KEYNOTE (WITH MODIFIER)

COLUMN TAG

4'-11" (151.12')B/O JOIST

STAIR TAG

DN STAIR DIRECTION

ELEVATION TARGET

FINISH ELEV. TARGET

XX =

ENLARGED PLAN OR SECTION DETAIL

BUILDING / WALL SECTION

DETAIL SECTION

INTERIOR ELEVATIONS

BUILDING ELEVATION

REVISION CLOUD & DELTA

CL - CENTER LINEFS - FACE OF STUDCB - CENTER OF BEAM

SYMBOL LEGEND

AREA DRAIN

FINISH TRANSITION

STEP TRANSITION

FLUSH TRANSITION

CURB TRANSITION

SLOPE DIRECTION

SLOPE TRANSITION

(E) TO NEW FINISH TRANSITION

DUPLEX OUTLET

QUAD OUTLET

COAXIAL JACK

TEL/DATA JACK

# HGT. A.F.F.

# HGT. A.F.F.

# HGT. A.F.F.

# HGT. A.F.F.

(E) SWITCH

SWITCH BANKdim = DIMMER SWITCH3w = THREE WAY SWITCHos = OCCUPANT SENSOR

a (text)b (text)c (text)

COMMON LIGHT FIXTURE ZONING/ SWITCHING(a) LIGHT FIXTURE ZONE

$

$

MECH EXHAUST

MECH SUPPLY / TRANSFER

MECH RETURN

EACH LETTER CORRESPONDS TO AN INDIVIDUAL SWITCH & ZONE

SMOKE DETECTORSD

FIRST FLOOR REFLECTED CEILING PLANA-2.15

C

A

B

X

A-X.XX

X

A-X.XX

X

A-X.XX

3

D

STAIR#REF SHEET A-X.XX

#

A

XX

X

A-X.XX

X

A-X.XX

X

A-X.XX

27'-9 3/4"(E) STRUCT.

C


PLAN

CHE

CK S

UBM

ISSI

ONOC

TOBE

R 2

2, 2

014

BUILDING SECTIONSA-4.00

A-0.00NTS

COVER SHEET

WINDOW TYPES & SCHEDULEA-9.10

A-0.10

A-0.20

GARAGE

BUILDING AREA SQ. FT. TOTAL

4,136

398

SOUTH / FRONTEAST / SIDENORTH / REAR

SETBACKS: REQUIRED11'-11 3/16"

6'-0"15'-0"

PROPOSED

WEST / SIDE 6'-0"

15'-10 1/4"

30'-9"

BUILDING HEIGHT:MAXIMUM

45'-0"PROPOSED33'-8 3/4"

GALV. GALVANIZEDGA. GAUGEGL. GLASSG.B. GRAB BARGR. GRADEGND. GROUNDGSM. GALVANIZED SHEET METALGYP. GYPSUM

SCHED SCHEDULESECT SECTIONS.S. SERVICE SINKHDW. SHEETSH. SHELFSHR. SHOWERSIM. SIMILARS.O.G. SLAB ON GRADES.D. SOAP DISPENSERS.C. SOLID CORES. SOUTHSPEC. SPECIFICATIONSQ. SQUARES.S.D. SEE STRUCTURAL DRAWINGSSST. / S.S. STAINLESS STEEL

BUILDING CODE -- 2014 LOS ANGELES CITY BUILDING CODE.BASED ON 2013 CALIFORNIA BUILDING CODE.

ELECTRICAL CODE -- 2014 LOS ANGELES ELECTRICAL CODE.BASED ON 2013 CALIFORNIA ELECTRICAL CODE.

MECHANICAL CODE -- 2014 LOS ANGELES MECHANICAL CODE.BASED ON 2013 CALIFORNIA MECHANICAL CODE.

PLUMBING CODE -- 2014 LOS ANGELES PLUMBING CODE.BASED ON 2013 CALIFORNIA PLUMBING CODE.

RESIDENTIAL CODE -- 2014 LOS ANGELES RESIDENTIAL CODEBASED ON 2013 CALIFORNIA RESIDENTIAL CODE.

GREEN BUILDING CODE -- 2014 LOS ANGELES GREEN BUILDING CODE.BASED ON 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE.

A-0.11

TITLE 24

SURVEY

FIRST FLOOR DIMENSION PLANA-2.11

8'-2"

7'-5"

SLOPE ANALYSIS

A-0.30 GREEN BUILDING CODE NOTES

DEFERRED SUBMITTALSDEFERRED SUBMITTALS SHALL BE REVIEWED BY ARCHITECT OR ENGINEER OF RECORD PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL.

A SEPARATE APPLICATION AND PERMIT IS REQUIRED FOR:1. MECHANICAL2. ELECTRICAL3. PLUMBING

PARKING SPACES REQ'D/PROVIDED: 2 COVERED2 UNCOVERED

TYPE OF CONSTRUCTION: TYPE-VBPROJECT DESCRIPTION: 2,294 SF SINGLE FAMILY

RESIDENCE WITH 1829 SF OFADDITIONAL FLOOR AREA.RETAINING MORE THAN 76% OFEXTERIOR WALLS.

LOT AREA: 7,459.6 SQ. FT.

MAX. RESIDENTIAL FLOOR AREA (RFA): 4,408.7 SQ. FT.(PER HILLSIDE AREA MAX. RESIDENTIAL FLOOR AREA FORMULA)

PROPOSED LOT COVERAGE: 38.9%

G.P.I. AND SOILS REPORT APPROVAL LETTER, COASTAL EXEMPTIONA-0.12

(E) SQ. FT.PER ASSESSOR

ADDITION

1,8292,294

DEMO SITE PLANA-1.00DEMO FIRST FLOOR PLANA-1.10

THE BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION R313.3 OR NFPA13D.THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION.

DETAILSA-7.00

SUNSET BLVD.

PROJECTLOCATION

LINDA TERRACE

LACH

MAN

LN.

MARQUEZ AVE.

PROPORTIONAL STORIES OPTION(BASE FLOOR) 2ND FLOOR INCLUDING GARAGE -- 2,037 SF75% OF BASE FLOOR 1,527.75 SF

1ST FLOOR AREA -- 1,449 SF1,449 SF < 1,527.75 SF O.K.

3RD FLOOR AREA -- 1,039 SF1,039 SF < 1,527.75 SF O.K.

3RD FLOOR 1,039 SF

(BASE FLOOR) 2ND FLOOR 2,037 SF

1ST FLOOR 1,449 SF

1664

0 LI

NDA

TERR

ACE

BULL

ETIN

1

DRAWING NUMBER:

This Document is the property of MAKE Architecture and is tobe used only in connection with the project named herein.Reproduction in whole or in part shall be allowed only withthe express written or verbal permission of MAKEArchitecture. Written dimensions shall have precedence overscaled dimensions. The contractor shall verify and beresponsible for all dimensions and conditions on the jobsiteand report any discrepancies to the ARCHITECT. This drawingis Copyright © 2015

SCALE:

DATE:

DRAWING TITLE:

ISSUE RECORD:Number Date Description

1 10.22.14 PLAN CHECK SUBMISSION

ARCHITECT:

MAKE Architecture2138 Hyperion Avenue, Studio ALos Angeles, CA 90027T: 323.669.0278F: 323.669.0282

PROJECT ADDRESS:

16640 Linda TerraceLos Angeles, CA 90272

TRUE NORTH

NORTH

02.05.14

2 12.12.14 PLAN CHECK COMMENT REVIEW

3 01.12.14 GREEN COMMENT REVIEW

4 RTI MEETING01.29.14

FIRST FLOOR EXISTING WALL RETENTION DIAGRAMSA-2.02

SECOND FLOOR PLANA-2.20

SECOND FLOOR REFLECTED CEILING PLANA-2.25SECOND FLOOR DIMENSION PLANA-2.21

THIRD FLOOR PLANA-2.30

THIRD FLOOR REFLECTED CEILING PLANA-2.35THIRD FLOOR DIMENSION PLANA-2.31

DEMO SECOND FLOOR PLANA-1.20

SECOND FLOOR EXISTING WALL RETENTION DIAGRAMSA-2.03


BUILDING SECTIONSA-4.10BUILDING SECTIONSA-4.20

RESIDENTIAL FLOOR AREA 20% BONUS:BASED ON (1) PROPORTIONAL STORIES OPTIONALLOWABLE BUILDING AREA X 1.2 = TOTAL ALLOWABLE BUILDING AREA3,673.879 SF X 1.2 = 4,408.7 SF

BUILDING PAD DETERMINED AS FLAT BASED ON:HIGHEST POINT WITHIN 5' OF BUILDING PERIMETER: 366.55'LOWEST POINT WITHIN 5' OF BUILDING PERIMETER:: 355.89'DISTANCE FROM HIGHEST TO LOWEST POINT: 77'-11.25"(366.55' - 355.89') / 77' 11.25" = 13.8% SLOPE


DEMO ELEVATIONSA-1.30DEMO ELEVATIONSA-1.40DEMO ELEVATIONSA-1.50DEMO ELEVATIONSA-1.60DEMO SECTIONA-1.70

WALL TYPES

A-2.01

-15413

DETAILSA-7.10DETAILSA-7.20

STREET DEDICATION EXEMPTION, SLOPE ANALYSIS & MAX RFA VERIFICATION FORMA-0.13

PROJECT DIRECTORYARCHITECTMAKE Architecture2138 Hyperion Ave., Studio ALos Angeles, CA 90027T: (323) 669-0278F: (323) 669-0282

STRUCTURAL ENGINEERJN Engineering, Inc.3679 Motor Ave, Suite 201Los Angeles CA, 90034T: (310) 838-1325F: (310) 838-1326

TITLE 24Title24CAP.O. Box 1442San Marcos, CA 92079T: (619) 665-3259

SURVEYORM&G Civil Engineering & Land Surveying347 S. Robertson Blvd.Beverly Hills, CA 90211T: (310) 659-0871

GEOTECHNICALGeoMat Testing Laboratories, Inc.9980 Indian Avenus, Suite 14Riverside, CA, 92503T: (951) 668-5400F: (951) 668-5200

PLANTER 1 AREA: 91 SF


A B D

C


STORM WATER SMALL SCALE RESIDENTIAL PRESCRIPTIVE MEASURES:

ROOF TRIBUTARY AREA (A): 787 SF

PLANTER AREA PROVIDED VS. REQUIRED: 91 SF > 52 SF O.K.

ROOF TRIBUTARY AREA (B): 1,500 SF


ROOF TRIBUTARY AREA (C): 152 SF


OPEN DECK AREA (D): 315 SF

PERMEABLE PAVEMENT AREA PROVIDED BELOW VS. REQUIRED: 315 SF > 0 SF O.K.

GENERAL NOTESSTRUCTURAL

S-0GENERAL NOTESS-0.1FOUNDATION PLANS-1SECOND FLOOR FRAMING PLANS-1.1THIRD FLOOR FRAMING PLANS-1.2ROOF FRAMING PLANS-1.3DETAILSS-2DETAILSS-2.1DETAILSS-3DETAILSS-4DETAILSS-5DETAILSS-6HFX-SERIES PANELS-TYP FOUNDATION DETAILSHFX 1

HFX 2HFX 3

HFX-SERIES PANELS-TYP FRAMING DETAILSHFX-SERIES PANELS-TYP FLOOR SYSTEM DETAILS

OWNERCAI Multi-Unit PCI 1 LLCP.O. Box 7200Laguna Niguel, CA 92607

ZONING CODE BUILDING AREA : MEASURED TO THE INTERIOR OF EXTERIORWALLS, NOT INCLUDING INTERIOR STAIR OR GARAGE.

1,3048441st FLOOR2ND FLOOR3RD FLOORTOTAL

PREVAILING SETBACK CALC, ANTI-GRAFFITI COVENANT & AGREEMENT & LADBS PRE-REFERRALA-0.14

NUMBER OF STORIES:EXISTING

2PROPOSED

3

EXISTING24'-9 1/2"

1,6561,4181,031NONE3,9912,262

A-0.21 TITLE 24

FINISH, FIXTURE AND LIGHTING SCHEDULEA-9.20

RFA: MEASURED TO THE INTERIOR OF EXTERIOR WALLS, INTERIOR STAIRCOUNTED ONCE.

1,4498761st FLOOR2ND FLOOR3RD FLOORSUBTOTAL

GARAGE (400 SF EXEMPT)TOTAL

1,6561,4181,031NONE4,1362,294

0134,1362,307

BHO: MEASURED TO THE INTERIOR OF EXTERIOR WALLS, INTERIOR STAIRCOUNTED ONCE.


GARAGE (400 SF EXEMPT)TOTAL

1,4181,031NONE

13

BUILDING CODE, GROSS FLOOR AREA : MEASURED TO THE INTERIOR OFEXTERIOR WALLS, INTERIOR STAIR COUNTED ONCE, GARAGE INCLUDED.


GARAGETOTAL

1,4181,031NONE

4134,534

BUILDING CODE, NET FLOOR AREA : MEASURED TO THE INTERIOR OFEXTERIOR WALLS,UNOCCUPIED ROOMS SUCH AS CORRIDORS,STAIRWAYS, TIOLET ROOMS, MECHANICAL ROOMS AND CLOSETS NOTINCLUDED.

7866151st FLOOR2ND FLOOR3RD FLOORSUBTOTAL

1,2611,013788NONE

2,8351628

SCHOOL DISTRICT FEE : MEASURED TO THE EXTERIOR PERIMETER WALLS,INTERIOR STAIR COUNTED ONCE, GARAGE EXCLUDED.

1,6461,5201st FLOOR2ND FLOOR3RD FLOORTOTAL

1,7761,5081,106NONE4,5283028

DETAILSA-7.30DETAILSA-7.40

PLAN

CHE

CK R

EVIE

WDE

CEM

BER

12,

201

4

C-1.0 TITLE SHEET AND GENERAL NOTESC-1.1 SOILS APPROVAL LETTER, GRADIN PRE-INSPECTION REPORTC-1.2 GRN 1, COVENANT AGREEMENT, ATTACHMENT AC-2.0 GRADING AND DRAINAGE PLANC-2.1 SUMP PUMP AND STORM DRAIN PLANC-2.2 SUMP PUMP RISER DIAGRAMC-2.3 SUMP PUMP DETAILSC-2.4 LOW IMPACT DEVELOPMENT PLAN

LOW IMPACT DEVELOPMENT DETAILSCROSS SECTIONSEROSION CONTROL NOTES

C-2.5C-2.6C-3.0

EROSION CONTROL DETAILSC-3.1

PLAN

CHE

CK R

EVIE

WJA

NUAR

Y 2

0, 2

015

876

2,294

2,307

1,656

4,136

04,136

876

2,294

2,707

1,656

4,136

460238

1,0311,729

573

1,0311,842

01,842

238

573

1,0311,842

01,842

238

573

1,0311,842

-151,827

238

398

171248788

1,207

126268

1,1061,500

PROPOSED SFEXISTING SF ADDITION

4,136 < 4,408.7 MAX RFA, O.K.

MASTER COVENANT AND AGREEMENT, MAINTENANCE AFFIDAVIT FOR SUMP PUMPA-0.15

RTI M

EETI

NGJA

NUAR

Y 29

, 201

5

BATT INSULATION

BULL

ETIN

1FE

BRUA

RY 5

, 201

5

BULLETIN 102.05.155

1. GENERALA. THIS DOCUMENT, THE IDEAS, AND THE DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONALSERVICE, IS THE PROPERTY OF MAKE ARCHITECTURE AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANYPROJECT WITHOUT THE WRITTEN AUTHORIZATION OF MAKE ARCHITECTURE.

B. THE INTENT OF DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR MATERIALS AND SERVICESNECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, DESCRIBED, OR REASONABLY IMPLIED BUT NOT LIMITEDTO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS.

C. INFORMATION CONTAINED IN THESE DOCUMENTS WHICH DESCRIBE OR LOCATE EXISTING SITE AND BUILTELEMENTS IS BASED ON INFORMATION (DRAWINGS, NOTES, SURVEYS, ETC.) SUPPLIED BY THE OWNER AND/OR HISCONSULTANTS AND LIMITED SITE OBSERVATION. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND FINISHCONDITIONS APPLICABLE TO THE WORK DESCRIBED HEREIN AND REPORT ANY DISCREPANCIES TO THE OWNER ANDARCHITECT BEFORE PROCEEDING WITH THE WORK.

D. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR COMPLETENESS OF PLANS FOR BID PURPOSES PRIOR TOTHE ISSUANCE OF THE BUILDING PERMIT. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFYALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO THE BEGINNING OF CONSTRUCTION AND REPORTANY DISCREPANCIES TO THE ARCHITECT.

E. ALL WORK ON THESE PLANS SHALL CONFORM TO THE BUILDING CODE ADOPTED BY THE GOVERNINGJURISDICTION AND IN EFFECT AT THE TIME THE PERMIT IS OBTAINED OR CONSTRUCTION IS COMMENCED.

F. FUTURE OWNER IMPROVEMENTS REQUIRE SEPARATE BUILDING PERMITS.

G. ALL DRAWINGS AND NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ANY ONE WILL BE AS BINDINGAS IF CALLED FOR BY ALL.

H. DETAILS NOT SHOWN ARE TO BE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS,DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, OBTAIN CLARIFICATION FROM HE ARCHITECT BEFOREPROCEEDING WITH THE WORK.

I. CONTRACTOR SHALL CONSTRUCT ALL FRAMING TO MATCH EXACT PROFILES OF WALLS, REVEALS, ETC. SHOWNON THESE DRAWINGS.

J. THE CONTRACTOR SHALL CHECK AND VERIFY THE SIZE AND LOCATION OF DUCT OPENINGS AND PLUMBING RUNSWITH THE MECHANICAL CONTRACTOR BEFORE FORMING WALLS, FLOORS, ETC.

K. THE CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OFMECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. VERIFY EXACT LOCATION W/ ARCHITECT PRIOR TOINSTALLATION.

L. UNLESS NOTED OTHERWISE, ALL SURFACES TO BE PAINTED SHALL RECEIVE A MINIMUM OF TWO COATS.

M. FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BYPEDESTRIAN RAMPS, PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS.

N. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES,INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS, SHALL BE STABLE, FIRM AND SLIP-RESISTANT.

O. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT - U.N.O.CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE ACCOMPANIED BY MEANS OF A RAMP NO STEEPER THAN 1VERTICAL TO 2 HORIZONTAL.

P. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWER DRIVEN PINS IN EXISTING NON-PRESTRESSEDREINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCINGBARS. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-INANCHOR AND/OR PIN.

Q. CONSTRUCTION MARKINGS ARE TO BE COMPLETELY REMOVED FROM ALL SURFACES PRIOR SUBSTANTIALCOMPLETION UNLESS COVERED IN A MANNER APPROVED BY THE ARCHITECT. CONSTRUCTION MARKINGS ONCONCRETE FLOORS WHEN REQUIRED ARE TO BE DONE SO THAT THEY ARE READILY REMOVABLE AND LEAVE NOTRACES LEFT ON FINISHED CONCRETE FLOOR. NO MANUFACTURER'S NAME, TRADEMARK, LOGO, OR ANYIDENTIFYING INFORMATION SHALL BE VISIBLE ON ANY PRODUCT, DEVICE, OR MATERIAL INSTALLED IN PUBLIC VIEW.

R. DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION.

S. ALL EXPOSED STONE EDGES ARE TO BE FINISHED TO CREATE A STRAIGHT AND SMOOTH JOINT, UNLESS NOTEDOTHERWISE. FINISH ON EDGES TO MATCH FINISH ON FACE OF STONE UNLESS NOTED OTHERWISE.

T. WELDING TO BE DONE ON THIS PROJECT SHALL BE PERFORMED BY WELDERS CERTIFIED BY THE BUILDINGDEPARTMENT FOR STRUCTURAL AND LIGHT-GAUGE STEEL.

U. WATER HEATER MUST BE STRAPPED TO WALL, PER SEC. 507.3 UPC

V. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION AND PRIOR TO BEINGPAINTED.

W. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION REPORT MAY BE REQUIRED.

2. GUARANTEESA. THE CONTRACTOR SHALL GUARANTEE THE WORK IN THE CONTRACT TO BE FREE FROM DEFECTS IN MATERIALAND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE (UNLESS A LONGERPERIOD IS SPECIFIED ELSEWHERE). THE CONTRACTOR SHALL AGREE IN WRITING TO REPAIR OR REPLACE, AT HISEXPENSE, ANY WORK WHICH BECOMES DEFECTIVE DURING THE GUARANTEE PERIOD.

3. SUMMARY OF THE WORKCONTACTOR'S DUTIES:A. EXCEPT AS SPECIFICALLY NOTED, PROVIDE AND PAY FOR: 1) LABOR, MATERIALS AND EQUIPMENT 2) TOOLS,CONSTRUCTION EQUIPMENT AND MACHINERY 3) OTHER FACILITIES AND SERVICES NECESSARY FOR PROPEREXECUTION AND COMPLETION OF WORK

B. PAY LEGALLY REQUIRED SALES, CONSUMER AND USE TAXES.

C. SURVEY EXISTING SITE CONDITIONS AS REQUIRED FOR COORDINATION OF NEW WORK WITH EXISTING UTILITIESAND THEIR CONNECTIONS

D. GIVE REQUIRED NOTICES.

E. PROVIDE PUBLIC PROTECTION AS REQUIRED PER GOVERNING AGENCY AND CODE REQUIREMENTS. CONTRACTORSHALL BE RESPONSIBLE FOR INSTALLING ANY TEMPORARY SHOWING AND BRACING TO INSURE THE SAFETY OF THEWORK. THE CONTRACTOR SHALL TAKE PROTECTION MEASURES THAT WILL BE UTILIZED DURING CONSTRUCTION TOPROTECT ADJOINING AND NEARBY PROPERTIES (PUBLIC AND PRIVATE) FROM NOISE, DUST, DIRT, FIRE HAZARDS,AND POTENTIAL PROBLEMS CAUSED BY SUCH CONSTRUCTION.

General NotesF. PROVIDE ALL WORK AND MATERIALS IN CONFORMANCE WITH ANY CODE OR CODES OF FEDERAL, STATE,COUNTY, OR MUNICIPALITY HAVING JURISDICTION OVER SUCH WORK. ALL APPLICABLE REQUIREMENTS IN THESEREGULATIONS SHALL BE FOLLOWED THE SAME AS IF NOTED ON THE DRAWINGS.

G. PROMPTLY SUBMIT WRITTEN NOTICE TO ARCHITECT OF OBSERVED VARIANCES OF CONTRACT DOCUMENTSFROM LEGAL REQUIREMENTS, PRIOR TO CONSTRUCTION IN THAT AREA:

1) THE ARCHITECT WILL MAKE APPROPRIATE MODIFICATIONS TO THE CONTRACT DOCUMENTS TO CORRECT THE VARIANCE.2) IT IS NOT THE CONTRACTOR'S RESPONSIBILITY TO MAKE CERTAIN THE DRAWINGS & THE SPECIFICATIONS COMPLY WITH CODES & REGULATIONS. HOWEVER, THE CONTRACTOR SHALL ASSUMERESPONSIBILITY FOR THE WORK KNOWN TO BE CONTRARY TO SUCH REQ.'S IF HE HAS NOT GIVEN NOTICE.

H. PROMPTLY NOTIFY ARCHITECT OF ANY DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS, PRIOR TOCONSTRUCTION IN THAT AREA:

1) THE ARCHITECT WILL MAKE THE NECESSARY MODIFICATIONS TO CORRECT THE DISCREPANCY.2) THE CONTRACTOR SHALL NOT ASSUME THE RESPONSIBILITY OF CORRECTING ANY DISCREPANCIES WITHOUT APPROVAL.

4. PERFORMANCE OF WORKA. CONTRACTOR AGREES TO PROCEED WITH THE WORK TO BE PERFORMED UNDER THIS CONTRACT AND EACH ANDEVERY PART AND DETAIL THEREOF SHALL BE PERFORMED IN THE BEST AND MOST WORKMANLIKE MANNER BYQUALIFIED, CAREFUL AND EFFICIENT WORKERS.

B. CONTRACTOR SHALL COORDINATE ALL MECHANICAL, PLUMBING, ELECTRICAL, SPRINKLERS, ANDARCHITECTURAL WORK. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS PRIOR TOPROCEEDING WITH THE WORK.

C. CONTRACTOR ALSO AGREES TO PERFORM SUCH WORK IN STRICT ACCORDANCE WITH SAID DRAWINGS ANDSPECIFICATIONS OR ANY CHANGES, MODIFICATIONS OR AMPLIFICATIONS THEREOF MADE BY THE ARCHITECT OROWNER.

D. WHERE WORK OR EQUIPMENT IS INDICATED N.I.C., SUCH WORK AND OR EQUIPMENT SHALL BE PROVIDED BYOTHERS. CONTRACTOR SHALL COORDINATE AND COOPERATE TO EFFECT SUCH INSTALLATION.

E. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH AND TIME HIS SEQUENCING FOR THE CONVENIENCEOF THE OWNER REGARDING ALL ALTERATION, TIE IN OF UTILITIES, AND STRUCTURES OR OTHER SUCH WORK ASMAY BE NECESSARY TO PROVIDE CONTINUOUS OPERATIONS OF ALL OCCUPIED FACILITIES. SUCH SEQUENCINGSHALL BE CONSIDERED AT THE TIME OF BIDDING AND OVERTIME COSTS SHALL BE SPECIFICALLY IDENTIFIED ANDINCLUDED IN THE BID.

F. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION FORSIDEWALKS, DRIVEWAYS, CURBS, GUTTERS, STREETLIGHTS, EASEMENTS, UTILITIES, FENCES, SIGNS, BARRICADES,ETC. ADJACENT TO THE PROPERTY, AND SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS.

5. PROGRESS SCHEDULEA. PRIOR TO COMMENCEMENT OF THE WORK, CONTRACTOR SHALL PREPARE AND FURNISH TO OWNER ASCHEDULE SHOWING IN DETAIL THE MANNER IN WHICH CONSTRUCTION WILL PROGRESS AND THE DATES UPONWHICH THE VARIOUS TRADES WILL COMMENCE AND COMPLETE THEIR WORK.

6. SHOP DRAWINGSA. SHOP DRAWINGS ARE DRAWINGS, DIAGRAMS, ILLUSTRATION, SCHEDULES, PERFORMANCE CHARTS,BROCHURES AND OTHER DATA WHICH ARE PREPARED BY THE CONTRACTOR OR ANY SUBCONTRACTOR,MANUFACTURER, SUPPLIER OR DISTRIBUTOR, AND WHICH ILLUSTRATE SOME PORTION OF THE WORK.

B. THE ARCHITECT'S APPROVAL OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR ORSUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS UNLESSHE/SHE HAS, IN WRITING, CALLED THE ARCHITECT'S ATTENTION TO SUCH DEVIATIONS AT THE TIME OFSUBMISSION, NOR SHALL IT RELIEVE HIM/HER FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOPDRAWINGS. SHOP DRAWINGS ARE TO BE AMPLIFICATIONS OF THE CONTRACT DOCUMENTS NOT COPIES OF THECONTRACT DOCUMENTS. NO PORTION OF WORK REQUIRING SHOP DRAWINGS SHALL BE COMMENCED UNTIL THESHOP DRAWINGS HAVE BEEN APPROVED BY THE ARCHITECT.

C. THE CONTRACTOR SHALL REVIEW, STAMP WITH HIS APPROVAL AND SUBMIT, WITH REASONABLE PROMPTNESSAND IN ORDERLY SEQUENCE, IN ACCORDANCE WITH THE SUBMITTAL SCHEDULE, ALL SHOP DRAWINGS REQUIREDBY THE CONTRACT DOCUMENTS OR SUBSEQUENTLY BY THE DESIGNER AS COVERED BY MODIFICATIONS. SHOPDRAWINGS SHALL BE PROPERLY IDENTIFIED AS SPECIFIED, OR AS ARCHITECT MAY REQUIRE. AT TIME OFSUBMISSION, THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING OF ANY DEVIATION IN THE SHOPDRAWINGS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

D. BY APPROVING AND SUBMITTING SHOP DRAWINGS THE CONTRACTOR THEREBY REPRESENTS THAT HE HASDETERMINED AND VERIFIED ALL FIELD MEASUREMENTS. FIELD CONSTRUCTION CRITERIA, MATERIALS, CATALOGNUMBER AND SIMILAR DATA, OR WILL DO SO AND THAT HE HAS CHECKED AND COORDINATED EACH SHOPDRAWING WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS.

E. THE ARCHITECT WILL REVIEW AND APPROVE SHOP DRAWINGS WITH REASONABLE PROMPTNESS SO AS NOT TOCAUSE ANY DELAY, BUT ONLY FOR CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT AND WITH THEINFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE ARCHITECT'S APPROVAL OF A SEPARATE ITEM SHALLNOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS.

F. PROVIDE MOCK-UPS AS SPECIFIED AND INDICATED IN THE DRAWINGS AND SPECIFICATIONS. PROVIDE SAMPLESOR ALL FINISH MATERIALS AND COLORS TO BE SELECTED BY THE ARCHITECT. THESE SAMPLES ARE TO BEREVIEWED AND ACCEPTED BY THE ARCHITECT BEFORE PROCEEDING WITH FULL PRODUCTION OF THE ITEM UNDERCONSIDERATION. ACCEPTABLE MOCK-UPS MAY BE INCORPORATED IN THE FINISHED WORK, IF PRACTICAL. FORADDITIONAL SAMPLE REQUIREMENTS, SEE SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.

G. METHOD OF REVIEW1) SHOP DRAWINGS: MAKE INITIAL SUBMITTAL OF TWO BLACKLINE PRINTS OF THE SHOP DRAWINGS.PROVIDE SHOP DRAWINGS FOR ALL ITEMS REQUIRED BY ARCHITECT OR AS SPECIFIED, INCLUDING BUT NOTLIMITED TO: PIPE RAILING, METAL ROOF PANELS, METAL WALL PANELS, SHEET METAL FLASHING & TRIM,MANUFACTURED ROOF SPECIALTIES, STEEL DOORS AND FRAMES, ACCESS DOORS AND FRAMES, OVERHEADCOILING DOORS, ALUMINUM ENTRANCES & STOREFRONTS, AUTOMATIC ENTRANCE DOORS, STOREFRONTGLAZING SYSTEM, TOILET COMPARTMENTS, METAL DUCTS, NONMETAL DUCTS, DIFFUSERS, REGISTERS, ANDGRILLES.2) CATALOG DATA: MAKE INITIAL SUBMITTAL OF SEVEN COPIES3) SAMPLES: AS REQUIRED BY ARCHITECT OR AS SPECIFIED4) LISTS OF MATERIALS & EQUIPMENT: AS REQUIRED BY ARCHITECT

7. AS-BUILT RECORD DRAWINGSA. THE CONTRACTOR SHALL MAINTAIN AT THE JOB SITE, ACCESSIBLE TO THE ARCHITECT, ONE SET OFDIMENSIONED BLUELINE PRINTS SHOWING "AS-INSTALLED" WORK INSIDE BUILDING AND EXTENDING OUT TO APOINT OF CONNECTION TO SITE UTILITIES.

1) SHOW ALL NOT READILY VISIBLE LINES AND ITEMS OF EQUIPMENT OF THE ELECTRICAL, PLUMBING,HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS.

2) WHERE DEVIATIONS FROM THE ORIGINAL DRAWINGS OCCUR IN THE LAYOUT OF DUCTS OR EQUIPMENTCONNECTED THERETO. SHOW "AS-INSTALLED" LOCATIONS AND SIZES, INCLUDING LOCATIONS OF ACCESSDOORS, DAMPERS AND CONTROL EQUIPMENT AND WIRING.3) SHOW ANY ITEM OF EQUIPMENT THAT DIFFERS IN TYPE, MODEL, CATALOG NUMBER OR MANUFACTURERFROM THAT CALLED FOR ON ORIGINAL DRAWINGS OR SPECIFICATIONS.4) UPON COMPLETION OF THE WORK AND BEFORE FINAL INSPECTION, A COMPLETELY UPDATED RECORD SET,USED DURING CONSTRUCTION, SHALL BE SUBMITTED TO THE ARCHITECT.

8. MEASUREMENTSA. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.

B. LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER THOSE OF A SMALLER SCALE. WHEREDISCREPANCIES ARE FOUND BETWEEN THE ARCHITECTURAL DRAWINGS AND THOSE OF OTHER CONSULTANTS, THEARCHITECTURAL DRAWINGS SHALL GENERALLY BE ASSUMED TO GOVERN. IN SUCH CASES THE CONTRACTOR IS TOOBTAIN CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

C. ALL DIMENSIONS INDICATED ON DRAWINGS ARE TO FACE OF FINISH, UNLESS NOTED OTHERWISE.

D. EACH CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING, AND THEYSHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA COMPENSATION WILL BE ALLOWED ONACCOUNT OF ANY DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND MEASUREMENTS INDICATED ON THEDRAWINGS. IF A DIFFERENCE EXISTS, SUBMIT TO THE ARCHITECT FOR CONSIDERATION BEFORE PROCEEDING WITHTHE WORK

9. PROTECTION AND DEMOLITIONA. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND PRESERVATION OF: ALL MATERIALS, SUPPLIESAND EQUIPMENT OF EVERY DESCRIPTION (INCLUDING PROPERTY WHICH MAY BE FURNISHED OR OWNED BY OWNEROR BY OTHERS), WHILE SUCH PROPERTY IS LOCATED ON THE CONSTRUCTION SITE, AND FOR ALL WORKPERFORMED. ALL MATERIAL REMOVED AND RELOCATED SHALL BE PROTECTED FROM DAMAGE DURING THEPROCESS. REPAIR OR REPLACE DAMAGED PARTS TO MATCH EXISTING BEFORE DAMAGE.

B. PERFORM ALL DEMOLITION SHOWN ON DRAWINGS AND REQUIRED BY JOB CONDITIONS. THE DRAWINGS DO NOTNECESSARILY INDICATE THE FULL EXTENT OF ALL WORK REQUIRED IN THIS SECTION. DO ALL CUTTING, BORING,SLAB CUTTING, OR OTHER DEMOLITION NECESSARY FOR THE INSTALLATION OF ANY NEW CONSTRUCTION,INCLUDING PLUMBING, MECHANICAL AND ELECTRICAL WORK. PATCH AND/OR REFINISH ALL EXISTING SURFACESTO MATCH ADJACENT SURFACES AND NEW SPECIFIED FINISHES. MAINTAIN REQUIRED RATED WALL ASSEMBLIES.

C. VERIFY LOCATIONS OF EXISTING ELECTRICAL, PLUMBING, AND MECHANICAL UTILITIES. LOCATE AND PROTECTUTILITIES TO REMAIN. DISCONNECT, REMOVE AND CAP DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA.REFER TO THE ELECTRICAL, PLUMBING, MECHANICAL DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

D. PROVIDE RE-ROUTING OF UTILITIES SERVING ADJACENT AREAS AS REQUIRED TO MAINTAIN UNINTERRUPTEDSERVICES.

E. CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER ORPOWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES,MATERS, APPURTENANCES, ETC) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BEWITHIN TEN FEET OF ANY POWER LINES- WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURETO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND OR ADDITIONAL EXPENSES.

F. PROVIDE STRUCTURAL SHORING REQUIRED MAINTAINING THE STRUCTURAL INTEGRITY OF THE CONSTRUCTIONAREA AND ADJACENT FACILITIES. IF THE STRUCTURE APPEARS TO BE ENDANGERED, CEASE OPERATIONS ANDNOTIFY ARCHITECT IMMEDIATELY. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURE HAVE BEEN TAKEN.

G. IF CORE DRILLING IS REQUIRED, SURVEY EXISTING CONCRETE FLOORS AND CLEARLY MARK ON FLOOR SURFACELOCATIONS OF ALL BEAMS AND JOISTS.

H. REMOVE AND DISPOSE OF ALL ITEMS SHOWN ON THE DRAWINGS. VERIFY DISPOSAL AND SALVAGE WITHOWNER. OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMO ITEM. REMOVE, PROTECT, AND TURN OVER SUCHITEMS TO OWNER.

I. PROVIDE TEMPORARY PEDESTRIAN PROTECTION PER SECTION 3303.7

10. CLEAN-UPA. THE COMPLETE AREA OF WORK AND CORRIDORS LEADING THERETO SHALL BE LEFT FREE OF DUST AND DEBRIS.ALL RUBBISH AND DEBRIS SHALL BE COLLECTED AND STORED IN PILES FOR REMOVAL PERIODICALLY FROM THESITE. THE CONTRACTOR AT HIS OWN EXPENSE SHALL KEEP THE PROJECT AND SURROUNDING AREA FREE FROMDUST AND DEBRIS.

B. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS ANDREGULATIONS OF THE STATE DEPARTMENT OF HEALTH. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITEDOFFSITE AT AN APPROPRIATE SITE AT THE CONTRACTOR'S EXPENSE.

11. FIRE PROTECTION, EQUIPMENT, CONSTRUCTION, & EXITINGA. ALL SOUND INSULATION SHALL BE NON-COMBUSTIBLE.

B. CONTRACTOR SHALL ASCERTAIN THAT THE CONSTRUCTION AREAS WILL NOT OBSTRUCT FIRE DEPARTMENTSACCESS TO IT, AND OTHER AREAS. EXITS FROM SAID AREAS SHALL BE MAINTAINED FREE AND CLEAR OF ALLOBSTRUCTION:

1) PROVIDE FIRE EXTINGUISHERS W/ FULLY-RECESSED CABINETS REQUIRED BY FIRE DEPARTMENT FIELDINSPECTOR. VERIFY WITH THE FIRE MARSHAL AND ARCHITECT THE CABINETS' LOCATIONS DURING THEFRAMING STAGE OF THE PROJECT. LOCATION OF FIRE EXTINGUISHER CABINETS IS SUBJECT OF THE FIREMARSHAL'S APPROVAL. POSITIONING OF CABINETS AT LOCATIONS OTHER THAN INDICATED SHALL BE DONEAT NO ADDITIONAL COST TO THE OWNER.2) EXIT SIGNS AND DIRECTIONAL EXIT SIGNS SHALL BE PROVIDED WITH MINIMUM 6" HIGH BY 3/4" STROKEBLOCK LETTERS ON A CONTRASTING BACKGROUND.3) WHEN THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIGHTED SO THAT THEY ARE CLEARLY VISIBLE.4) LIGHTING SHALL BE PROVIDED FROM AN EMERGENCY POWER SYSTEM. EMERGENCY LIGHTING SHALL GIVEA VALUE OF ONE-FOOT CANDLE AT FLOOR LEVEL.5) EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OREFFORT.6) EGRESS DOORS SHALL REMAIN UNLOCKED DURING HOURS OF OPERATION AND SHALL HAVE A SIGNINDICATING SAME AS REQUIRED BY FIRE MARSHAL.7) PENETRATIONS THROUGH RATED ASSEMBLIES REQUIRING OPENING PROTECTION SHALL BE PROVIDEDWITH THROUGH-PENETRATIONS FIRE STOP SYSTEMS, WITH A "T" RATING EQUAL TO THE ASSEMBLYPENETRATED, AND SHALL CONFORM TO TEST STANDARDS SPECIFIC OF FIRE STOPS - TYPICAL ALLLOCATIONS, ALL SHEETS. PENETRATIONS SHALL PRESERVE STRUCTURAL INTEGRITY OF THE BUILDING.8) THERE SHALL BE NO ENCLOSED UNUSABLE SPACE UNDER STAIRWAY IN AN EXIT ENCLOSURE, NOR MAYTHE OPEN SPACE UNDER SUCH STAIRWAYS BE USED FOR ANY PURPOSE.9) THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALLOTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVEDOR IN ACCORDANCE WITH APPLICABLE CODES.

C. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING ORSTRUCTURE CONTAINING THE FUEL GAS PIPING.

D. SMOKE DETECTORS SHALL BE PROVIDED AS FOLLOWS: SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARYPOWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTER BACK UP AND LOWBATTERY SIGNAL.

E. THERE SHALL BE NO ENCLOSED UNUSABLE SPACE UNDER STAIRWAY IN AN EXIT ENCLOSURE, NOR MAY THEOPEN SPACE UNDER SUCH STAIRWAYS BE USED FOR ANY PURPOSE.

12. DEFINITIONSA. SUBCONTRACTOR: THE TERM "SUBCONTRACTOR" SHALL MEAN EACH SUBCONTRACTOR OF THE CONTRACTORAND INCLUDES ONE WHO FURNISHED WORK TO SPECIAL DESIGN ACCORDING TO THE PLANS AND SPECIFICATIONOF THE WORK, BUT NOT INCLUDING ONE WHO FURNISHED MATERIALS NOT SO WORKED.

B. PROVIDED: "PROVIDED" SHALL MEAN "FURNISHED AND INSTALLED, COMPLETE IN PLACE.

C. AS SHOWN: WHERE "AS SHOWN", "AS INDICATED", "AS DETAILED", OR WORKS OF SIMILAR IMPORT ARE USED, ITSHALL BE UNDERSTOOD THAT, UNLESS OTHERWISE NOTED, THE REFERENCE IS TO THE DRAWINGS ACCOMPANYINGTHE SPECIFICATIONS OR OTHER DOCUMENT IN WHICH SUCH WORDS ARE USED.

D. DRAWINGS: WHERE THE UNMODIFIED TERM "DRAWINGS" IS USED, IT SHALL MEAN THOSE DRAWINGS LISTED INTHE SPECIFICATION HEREOF TITLED "DRAWINGS", INCLUDING ANY DRAWINGS ADDED TO, AND NOT INCLUDING ANYDRAWINGS DELETED FROM THAT LIST BY AMENDMENTS HERETO.

E. APPROVED: WHERE "APPROVED", "AS PERMITTED", "AS DIRECTED", "AS REQUIRED", OR WORDS OF SIMILARIMPORT ARE USED, IT SHALL BE UNDERSTOOD THAT THE APPROVAL, PERMISSION, DIRECTION OR REQUIREMENTSOF THE DESIGNER IS INTENDED, UNLESS OTHERWISE NOTED.

F. ACCEPTED: WHERE "ACCEPTED", "ACCEPTANCE", OR WORDS OF SIMILAR IMPORT ARE USED, OWNER OR ITSLEGALLY AUTHORIZED REPRESENTATIVE SHALL CONSTRUE IT TO MEAN ACCEPTED OR ACCEPTANCE.

G. OR EQUAL: "OR EQUAL" SHALL BE CONSTRUED TO MEAN "OF EQUAL QUALITY, DURABILITY, FINISH, FUNCTIONAND SUITABILITY, IN THE DISCRETION OF ARCHITECT OR OWNER."

General Notes (Cont'd) General Notes (Cont'd) General Notes (Cont'd)

Energy Conservation NotesA. INSULATING MATERIAL SHALL BE CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE CALIFORNIA

QUALITY STANDARDS FOR INSULATING MATERIAL.

B. ALL INSULATING MATERIAL SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS OFTHE 2013 CALIFORNIA BUILDING CODE.

C. INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING AN “INSULATIONCERTIFICATE” SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION IS IN FULL COMPLIANCE WITH THEPLANS AND SPECIFICATIONS AND WITH THE REQUIREMENTS OF THE CODE. THE CERTIFICATE SHALL ALSO STATETHE MANUFACTURER'S NAME, MATERIALS IDENTIFICATIONS, AND THE INSTALLED “R” VALUE.

D. INSTALLATION CERTIFICATES FOR MANUFACTURER DEVICES, APPLIANCES, AND EQUIPMENT INSTALLED IN THEBUILDING AND REGULATED BY THE APPLIANCE STANDARDS OF RELEVANT SECTIONS OF THE CODE SHALL BEPOSTED BY THE CONTRACTOR OR THE PERSON RESPONSIBLE FOR INSTALLING THE EQUIPMENT. THECERTIFICATE SHALL HAVE ALL THE INFORMATION REQUIRED.

E. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED IN COMPLIANCE WITH THEAPPROPRIATE INFILTRATION STANDARDS LISTED IN THE ENERGY REGULATIONS.

F. SITE-CONSTRUCTED DOORS AND WINDOWS, EXTERIOR JOINTS, AND OPENINGS IN THE BUILDING ENVELOPESHALL BE CAULKED, GASKETED, WEATHERSTRIPPED, OR OTHERWISE SEALED, EXCEPT FIRE RATED DOORS ORWINDOWS AND UNFRAMED GLASS DOORS.

G. EXTERIOR DOORS SHALL HAVE A SEAL OR ASATRAGAL AT THE HEAD, SILL, AND JAMBS.

H. DOORS MOUNTED ON THE INSIDE OR THE OUTSIDE OF EXTERIOR WALLS SHALL HAVE A MINIMUM 1” LAP ATJAMBS.

I. MEETING PORTIONS OF SECTIONAL, BI-PARTING OR DOUBLE DOORS SHALL BE PROVIDED WITH AWEATHER-TIGHT ASTRAGAL OR SEAL. DOORS REQUIRING VERTICAL TRACKS OR GUIDES SHALL USE ACONTINUOUS MOUNTING ANGLE AND SHALL BE SEALED.

J. CAULK AND SEAL AROUND ALL WINDOWS AND DOOR FRAMES AND BETWEEN WALL SOLE PLATES AND FLOORSBETWEEN EXTERIOR PANELS.

K. CAULK ROUND ALL PLUMBING AND ELECTRICAL PENETRATIONS INTO THE BUILDING ENVELOPE.

L. ALL SHADING DEVICES SHALL BE INSTALLED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.

M. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS ANDTOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. A-0.10

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4. PROVIDE CORROSION RESISTANT WEEP SCREED BELOW THE STUCCO A MINIMUM OF 4" ABOVE EARTH OR 2"ABOVE PAVED AREA.

5. PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET.

6. DAMPPROOFING, WHERE REQUIRED SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN SECTIONR406.1.

F. ZONING NOTES1. A/C UNITS AND WATER HEATERS ARE NOT ALLOWED IN THE REQUIRED SIDE YARD AND FRONT YARD.

G. SPECIAL HAZARDS1. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED: INGRESS AND EGRESS DOORS; PANELS IN SLIDINGOR SWINGING DOORS; DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB AND SHOWERS. GLAZING IN WALLENCLOSING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE; IN WALL ENCLOSING STAIRWAY LANDING.EACH LIGHT OF SAFETY GLAZING (PANE) MATERIAL INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BYA PERMANENT LABEL THAT SPECIFIES THE LABELER, AND STATES THAT SAFETY GLAZING MATERIAL HAS BEENUTILIZED IN SUCH INSTALLATIONS.

2. PRE-FAB FIREPLACES ARE REQUIRED TO HAVE MANUFACTURER, MODEL, AND UNDERWRITER'S LABORATORIESCERTIFICATION (OR ICBO).

3. PROVIDE AN APPROVED SPARK ARRESTER FOR THE CHIMNEY OF A FIREPLACE, STOVE, OR BARBECUE WHICHUSES FUEL BURNING MATERIAL.

4. AN APPROVED SEISMIC GAS SHUTOFF VALVE SHALL BE INSTALLED INTO THE FUEL GAS LINE AT THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING ORSTRUCTURE CONTAINING THE FUEL GAS PIPING. PER ORDINANCE 170,158. SEE INFORMATION BULLETIN P/PC2002-001 “SEISMIC GAS SHUT-OFF VALVE REQUIREMENTS”

5. WATER HEATER MUST BE STRAPPED TO THE WALL. (PLUMBING CODE, SECTION 507.3). SEE INFORMATIONBULLETIN P/PC 2002-003 “HOW TO BRACE YOUR WATER HEATER” FOR DETAILS.

H. STRUCTURAL REQUIREMENTS1. PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIAMETER AND FULL DIAMETER FOR SMOOTH SHANKPORTION OF LAG BOLTS. (1997 NDS ).

2. ALL BOLT HOLES, OTHER THAN LAG BOLT HOLES, SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED. (1997 NDS,SECTION 8.1.2.1).

3. PROVIDE LATERAL SUPPORT FOR THE TOP OF INTERIOR NON-BEARING WALLS WHEN MANUFACTURED TRUSSESARE USED.

4. PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS.

5. PROVIDE FULL LENGTH STUDS (BALLOON FRAME) ON EXTERIOR WALLS OF ROOMS WITH VAULTED CEILING.

6. ALL ROOF AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX. “CLIPPED HEAD” OR“SINKER NAILS” ARE NOT ACCEPTABLE.

7. ROOF NAILING SHALL BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULARTO SUPPORTS. FLOOR SHALL HAVE TONGUE AND GROOVE OR BLOCKED PANEL EDGES. PLYWOOD SPANS SHALLCONFORM WITH TABLE 23-11-H.

8. ALL HORIZONTAL JOINTS OCCURRING IN BRACED WALL PANELS SHALL OCCUR OVER BLOCKING EQUAL IN SIZETO THE STUDDING.

9. STUCCO SHEAR WALLS SHALL UTILIZE FURRING, GALVANIZED NAILS (HAVING A MINIMUM 11 GA., 1-1/2" LONG,7/16" DIAMETER HEAD, AND FURRED OUT A MIN OF 1/4") TO ATTACH THE LATH TO THE STUDS. STAPLES SHALL NOTBE USED. SELF FURRING LATH APPROVED BY LOS ANGELES RESEARCH REPORT IS PERMITTED.

10. STRUCTURAL WOOD SHEAR WALLS SHALL BE COVERED WITH MINIMUM TWO LAYERS 15# FELT UNDERLAYPRIOR TO PLACING FINISH MATERIAL.

11. SHOP WELD MUST BE PERFORMED IN A LICENSED FABRICATOR'S SHOP.

12. PLATE WASHERS ARE REQUIRED FOR ALL HOLD DOWN TO POST CONNECTIONS.

13. FOUNDATION SILLS SHALL BE DOUGLAS-FIR (GROUP II LUMBER ) PRESSURE TREATED OR FOUNDATION GRADEREDWOOD. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; ANDHOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. ALL BOLT HOLES SHALL BEDRILLED A MAXIMUM OF 1/16" OVERSIZED AND INSPECTOR SHALL VERIFY AT THE JOB SITE.

14. FOR CUTTING, NOTCHING, AND BORING OF WOOD FRAMING MEMBERS AND OTHER FRAMING DETAILS SEEINFORMATION BULLETIN NO. P/BC 2002-004 “TYPE V SHEET.”

I . SECURITY REQUIREMENTS1. THE USE OF A LOCKING SYSTEM WHICH CONSISTS OF A DEADLOCKING LATCH OPERATED BY A DOORKNOB ANDA DEADBOLT OPERATED BY A NON-REMOVABLE THUMB TURN WHICH IS INDEPENDENT OF DEADLOCKING LATCHAND WHICH MUST BE SEPARATELY OPERATED, SHALL NOT BE CONSIDERED AS A SYSTEM WHICH REQUIRESSPECIAL KNOWLEDGE OR EFFORT WHEN USED IN DWELLING UNITS. THE DOOR KNOB AND THUMB TURN WHICHOPERATES THE DEADBOLT SHALL NOT BE SEPARATED BY MORE THAN 8 INCHES.

J . ADDITIONAL REQUIREMENTS1. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGEDISPOSAL SYSTEM (R306.3)

2. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETSSHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4)

3. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATETHE APPROVED LABELING AGENCY NAME PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING. (RESEARCHREPORT NOT REQUIRED) (R308.6.9)

Residential General Notes (Cont'd)A. GENERAL

1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER ORPOWER DISTRIBUTION FACILITY (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS,APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TENFEET OF ANY POWER LINES, WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLYMAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

2. OBTAIN PERMITS FROM PUBLIC WORKS PRIOR TO CONSTRUCTION FOR TEMPORARY PEDESTRIAN PROTECTIONFOR ANY CONSTRUCTION NEAR ANY STREET OR PUBLIC AREA.

3. PROVIDE ELECTRICAL OUTLETS ALONG THE WALLS OF COUNTER SPACE, ISLAND AND PENINSULA COUNTERSPACE IN KITCHENS AT MAXIMUM SPACING OF 48 INCHES. (ELECTRICAL CODE, SECTION 210-52).

4. THE LIGHTS IN THE NEW AND REMODELED BATHROOMS AND KITCHEN SHALL BE ENERGY EFFICIENT TYPESMEETING MINIMUM 40 LUMENS PER WATT, E.G. FLUORESCENT TYPES. (CA STATE ENERGY CODE, T-24, SEC. 150(K)).

5. PROVIDE A WHOLE-BUILDING VENTILATION OF 30 CFM THAT IS CONTINUOUSLY OPERATED PER ASHRAESTANDARD 62.2.

6. DWELLING MUST BE PROVIDED WITH COMFORT HEATING FACILITIES CAPABLE OF MAINTAINING 68°F AT 3 FTABOVE THE FLOOR

7. PROVIDE NATURAL VENTILATION IN HABITABLE ROOMS AND BATHROOMS BY MEANS OF OPENABLE EXTERIORWALL OPENINGS WITH AN AREA NOT LESS THAN 4%. MECHANICAL VENTILATING SYSTEMS NAY BE PERMITTED.

B. BATHROOMS1. ALL SHOWER ENCLOSURES, REGARDLESS OF SHAPE, SHALL HAVE A MINIMUM FINISHED INTERIOR AREA OF NOTLESS THAN 1024 SQUARE INCHES (0.66 M2) AND SHALL BE CAPABLE OF ENCOMPASSING A 30 INCH DIAMETER(0.76 M) CIRCLE. THE MINIMUM AREA AND DIMENSIONS SHALL BE MAINTAINED TO A POINT 70 INCHES (1.8 M)ABOVE THE SHOWER DRAIN OUTLET. (PLUMBING CODE, SECTION 410.4).

2. A MINIMUM 12 INCH SQUARE ACCESS PANEL TO THE BATHTUB TRAP SLIP JOINT CONNECTION IS REQUIRED.(PLUMBING CODE, SECTION 405.2).

3. PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTED ELECTRICAL OUTLETS WITHIN 36 INCHES OFTHE EDGE OF EACH BASIN. THE BATHROOM OUTLETS SHALL BE FED FROM A DEDICATED 20 AMP CIRCUIT AT THEPANEL. (ELECTRICAL CODE, SECTION 210-52(D)).

4. FOR NEW CONSTRUCTION, AN APPROVED WEATHERPROOFING CONSULTANT MUST CERTIFY THAT THEWEATHERPROOFING ELEMENTS OF THE BUILDING HAVE BEEN INSTALLED IN ACCORDANCE WITH THE APPROVEDPLANS, ALL RELEVANT CODES, AND THE MANUFACTURER’S SPECIFICATIONS [BH 305.9]

5.BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTSSHALL BE FINISHED WITH A NONABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOTLESS THAN 6 FEET ABOVE THE FLOOR (R307.2)

6. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS ANDTOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.

7. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED NATURALVENTILATION OR MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE.

C. LAUNDRY ROOMS1. CLOTHES DRYER(S) LOCATED IN AN AREA THAT IS HABITABLE OR CONTAINING FUEL BURNING APPLIANCES SHALLBE EXHAUSTED TO THE OUTSIDE. (MECHANICAL CODE SECTION 504.3.1).

2. A 4-INCH DIAMETER CLOTHES DRYER MOISTURE EXHAUST DUCT IS LIMITED TO A 14 FEET LENGTH WITH TWOELBOWS FROM THE CLOTHES DRYER TO THE POINT OF TERMINATION. REDUCE THIS LENGTH BY 2 FEET FOR EVERYELBOW IN EXCESS OF 2. (MECHANICAL CODE SECTIONS 504.3.2 AND 908).

D. MEANS OF EGRESS1. PROVIDE 32" WIDE DOORS TO ALL INTERIOR ACCESSIBLE ROOMS WITHIN A DWELLING UNIT.

2. PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS: 24" CLEAR HEIGHT MINIMUM, 20" CLEAR WIDTHMINIMUM, 5.7 SQ. FT. MINIMUM AREA.

3. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITSPROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD.

E. GRADING AND FOUNDATION1. EXPANSIVE SOILS HAVE A HIGH CONTENT OF CLAY AND THEY SWELL WHEN WET AND SHRINK WHEN DRY. THISMOVEMENT CAN EXERT ENOUGH PRESSURE TO CRACK SIDEWALKS, DRIVEWAYS, AND FOUNDATIONS. THESE TYPESOF SOIL TEND TO BE VERY STICKY WHEN WET AND THEY DEVELOP SURFACE CRACKS WHEN THEY DRY. IF A SCOOPOF SOIL IS WETTED AND IT CAN BE ROLLED WITH THE HANDS INTO AN ELONGATED SHAPE, CHANCES ARE THE SOILIS EXPANSIVE. THIS IS ONLY AN APPROXIMATION, ONLY THROUGH SPECIAL TESTING CAN THE EXPANSIVENESS OFTHE SOIL BE ESTABLISHED WITH CERTAINTY. IF SOIL IS FOUND TO BE EXPANSIVE, FOUNDATION AND FLOOR SLABSSHALL CONFORM TO THE FOLLOWING OR THE RECOMMENDATION OF AN APPROVED SOILS REPORT :

DEPTH OF FOOTINGS BELOW THE NATURAL AND FINISHED GRADES SHALL NOT BE LESS THAN 24 INCHES FOREXTERIOR AND 18 INCHES FOR INTERIOR FOOTINGS.

EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL BE SUPPORTED ON CONTINUOUS FOOTINGS.

FOOTINGS SHALL BE REINFORCED WITH MINIMUM OF FOUR 1/2 -INCH DIAMETER DEFORMED REINFORCING BARS.TWO BARS SHALL BE PLACED WITHIN 4 INCHES OF THE BOTTOM OF THE FOOTING AND TWO BARS WITHIN 4INCHES OF THE TOP OF THE FOOTINGS.

THE SOIL BELOW AN INTERIOR CONCRETE SLAB SHALL BE SATURATED WITH MOISTURE TO A DEPTH OF 18 INCHESPRIOR TO PLACING THE CONCRETE.

CONCRETE FLOOR SLABS ON GRADE SHALL BE PLACED ON A 4" FILL OF COARSE AGGREGATE OR ON A MOISTUREBARRIER MEMBRANE. THE SLABS SHALL BE AT LEAST 3½ INCHES THICK AND SHALL BE REINFORCED WITH #4REBARS AT 16 INCH ON CENTER EACH WAY.

2. CONCRETE SLABS ON EXPANSIVE SOIL, COMPACTED FILL OR SLOPES OVER 1:10 SHALL BE PLACED ON A 4-INCHFILL OF COARSE AGGREGATE OR ON A 2" SAND BED COVERED MOISTURE BARRIER MEMBRANE. THE SLABS SHALL BEAT LEAST 3-1/2 INCHES THICK AND REINFORCED WITH #4 BARS SPACED AT INTERVALS NOT EXCEEDING 16 INCHESON CENTER EACH WAY.

3. PROVIDE UNDER-FLOOR NET VENTILATION OPENING SIZE AND LOCATIONS EQUAL TO 1 SQ. FT. FOR EACH 150 SQ.FT. OF UNDER FLOOR AREA AND UNDER FLOOR ACCESS CRAWL-HOLE (18 X 24 INCHES). OPENINGS SHALL BE ASCLOSE TO CORNERS AS PRACTICABLE AND SHALL PROVIDE CROSS VENTILATION ALONG THE LENGTH OF AT LEASTTWO OPPOSITE SIDES. OPENING SHALL HAVE 1/4 INCH CORROSION RESISTANT METAL MESH COVERING.

Residential General Notes4. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, UPONTHE OWNER'S APPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, OR ADDITIONS, EXCEEDING ONE THOUSANDDOLLARS ($1,000) (R314.6.2)

5. WHERE PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS($1,000), EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIACESSHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTONI R315.2. CARBONMONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICHTHE PERMIT WAS OBTAINED. (R315.2.2)

6. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OFEXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIALLIGHT THAT IS ADEQUATE TO PROVIDE AND AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THEROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1)

7. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTINGS SHALL BE MADE AVAILABLE AT THE JOBSITE

8. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325.

K. GARAGE / CARPORTS1. THE GARAGE SHALL BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA IN ACCORDANCE WITH TABLER302.6

2. DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BECONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVEOPENINGS INTO THE GARAGE.

3. OTHER PENETRATIONS OF GARAGE/DWELLING CEILINGS AND WALLS SHALL BE PROTECTED AS REQUIRED BYSECTION R302.11, ITEM 4 (R302.5.3).

L. FIRE PROTECTION1. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM & HALLWAY OR AREA GIVINGACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONESTORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THEALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIRPRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP ANDLOW BATTERY SIGNAL.

2. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITSWITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHEDGARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNITSLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNITINCLUDING BASEMENTS.

M. VERY HIGH FIRE HAZARD SEVERITY ZONE (VHFHSZ)1. CLASS A ROOF COVERING IS REQUIRED FOR ALL BUILDINGS. WOOD SHAKES AND SHINGLES ARE NOTPERMITTED. (7207.4, 1505)

2. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH (0.48 MM) (NO. 26 GALVANIZED SHEET GAUGE)CORROSION-RESISTANT METAL INSTALLED OVER A MINIMUM 36-INCH-WIDE (914MM) UNDERLAYMENTCONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY (705A.3)

3. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVERS ANDDEBRIS IN THE GUTTER (705A.4)

4. (ROOF) (ATTIC) (EXTERIOR WALL) VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTICAREA OF THE STRUCTURE, OR SHALL BE PROTECTED BY CORROSION -RESISTANT, NONCOMBUSTIBLE WIRE MESHWITH 1/4-INCH (6 MM) OPENINGS OR ITS EQUIVALENT. VENTS SHALL NOT BE INSTALLED IN EAVES AND CORNICES(706A.1, 706A.2, 706A.3, 7207.3)

5. EAVES AND SOFFITS SHALL MEET THE REQUIREMENTS OF SFM 12-7A-3 OR SHALL BE PROTECTED BYIGNITION-RESISTANT MATERIALS OR NONCOMBUSTIBLE CONSTRUCTION ON THE EXPOSED UNDERSIDE (707A.5.5)

6. EXTERIOR WALLS SHALL BE APPROVED NONCOMBUSTIBLE OR IGNITION-RESISTANT MATERIAL, HEAVY TIMBER,OR LOG WALL CONSTRUCTION OR SHALL PROVIDE PROTECTION FROM THE INTRUSION OF FLAMES AND EMBERS INACCORDANCE WITH STANDARD SFM 12-7A-1 (704A.3)

7. EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF FOUNDATION TO THE ROOF, AND TERMINATE AT2-INCH (50.8 MM) NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN THECASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE (704A.3.1)

8. EXTERIOR WINDOWS, WINDOW WALLS, GLAZE DOORS, AND GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALLBE INSULATING-GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, OR GLASS BLOCK UNITS, OR HAVE AFIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES, WHEN TESTED ACCORDING TO ASTM E 2010, ORCONFORM TO THE PERFORMANCE REQUIREMENTS OF SFM 12-7A-1 OR SHALL BE APPROVED NONCOMBUSTIBLECONSTRUCTION , OR SOLID CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1 3/8 INCHES THICK WITHINTERIOR FIELD PANEL THICKNESS NO LESS THAN 1 ¼ INCHES THICK, OR SHALL HAVE A FIRE-RESISTANCE RATINGOF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO ASTM E 2074. (EXCEPTION: NONCOMBUSTIBLE OREXTERIOR FIRE-RETARDANT TREATED WOOD VEHICLE ACCESS DOORS) (708A.3)

9. DECKING, SURFACES, STAIR TREADS, RISERS, AND LANDINGS OF DECKS, PORCHES, AND BALCONIES WHEREANY PORTION OF SUCH SURFACE IS WITHIN 10 FEET (3048 MM) OF THE PRIMARY STRUCTURE SHALL BECONSTRUCTED OF HEAVY TIMBER, NON COMBUSTIBLE OR OTHER APPROVED MATERIALS PER SEC. 709A.3

10. THE UNDERSIDE OF CANTILEVERED AND OVERHANGING APPENDAGES OR FLOOR PROJECTIONS SHALLMAINTAIN THE IGNITION-RESISTANT INTEGRITY OF EXTERIOR WALLS, OR THE PROJECTION SHALL BE ENCLOSED TOTHE GRADE (707A.8)

11. BUILDINGS SHALL HAVE ALL UNDERFLOOR AREAS COMPLETELY ENCLOSED TO THE GRADE WITHCONSTRUCTION AS REQUIRED FOR EXTERIOR WALLS (707A.8, 7207.1)

12. ALL UTILITIES, PIPES, FURNACES, WATER HEATERS OR OTHER MECHANICAL DEVICES LOCATED IN AN EXPOSEDUNDER-FLOOR AREA OF A RESIDENTIAL BUILDING SHALL BE ENCLOSED WITH MATERIALS AS REQUIRED FOR1-HOUR FIRE-RESISTIVE CONSTRUCTION (7207.2)

13. THE SPACE BETWEEN THE ROOF COVERING AND ROOF DECKING SHALL BE CONSTRUCTED TO PREVENT THEINTRUSION OF FLAMES AND EMBERS AND BE FIRE STOPPED PER 705A.2.

14. NO TRELLIS IS PERMITTED WITHIN 10 FEET OF THE PRIMARY STRUCTURE.

15. TRELLIS MORE THAN 10 FEET FROM THE PRIMARY STRUCTURE SHALL BE CONSTRUCTED OF HEAVY TIMBER ORNON COMBUSTIBLE MATERIALS. MINIMUM OF 4 INCHES SPACING IS REQUIRED BETWEEN THE MEMBERS.(INFORMATION BULLETIN NO. P/BC 2008-023).

Residential General Notes (Cont'd)

A-0.11NTS

RESIDENTIAL NOTES

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BULLETIN 102.05.155

A-0.30NTS

GREEN BUILDINGCODE NOTES

TO BE PROVIDED PRIOR TO FINAL INSPECTION

A-0.30

A-0.30A-0.30

FORM GRN 16FORM GRN 14

A-0.30

A-0.30 FORM GRN 14

A-0.30A-0.30

A-0.30A-0.30A-0.30

A-0.30

N/A

N/AA-0.30 FORM GRN 14

A-0.30 FORM GRN 14

A-0.30; A2.20 FORM GRN 14; NOTE 36

A-0.30 & A-1.10 FORM GRN 14

FORM GRN 14

A-0.30 FORM GRN 14A-7.00-A-7.40

SEE STRUCTURAL PLANS: DETAIL 4 / S-2

A-2.00

N/A

A-0.30 FORM GRN 14A-0.30 FORM GRN 14

A-0.30 FORM GRN 14

16640 LINDA TERRACE

16640 LINDA TERRACE

16640 LINDA TERRACE

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A-9.20 FINISH LEGEND NOTE RF1

355.89'LOWEST ELEV. PT

366.55'HIGHEST ELEV. PT

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033/16" = 1'-0"SITE PLAN

A. OBTAIN OWNER'S INSTRUCTION FOR DISPOSAL, RECYCLING, STORAGE, AND/OR RELOCATION OF DEMOLISHED MATERIALS AND ITEMS.B. DEMOLITION AND CUTTING: PROVIDE ALL REQUIRED PROTECTION PRIOR TO DEMOLITION AND CUTTING, INCLUDING NECESSARY MEASURES

TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. CAREFULLY PROTECT ALL EXISTING FINISHES AND PORTIONS OF THEBUILDING TO REMAIN. PERFORM ALL DEMOLITION AND CUTTING BY METHODS WHICH WILL PREVENT DAMAGE TO OTHER PORTIONS OF THEWORK AND WILL PROVIDE PROPER SURFACES TO RECEIVE INSTALLATION OF NEW WORK. PERFORM FITTING AND ADJUSTMENT OF PRODUCTSTO FINISHED INSTALLATION COMPLYING WITH THE SPECIFIED TOLERANCES AND FINISHES.

C. GC TO IS RESPONSIBLE FOR PROTECTION OF ALL EXISTING FINISHES FOR THE DURATION OF CONSTRUCTION.D. ALL WALL MOUNTED RECEPTACLES AND FIXTURES TO REMAIN U.N.O., REWIRE AS NECESSARY DUE TO DEMO.E. PROVIDE BRACKETS, BLOCKING, AND/OR BACKING AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED OR SUSPENDED

MECHANICAL AND ELECTRICAL EQUIPMENT AND WALL MOUNTED FINISHED OR CABINETS.F. ALL WORK SHALL COMPLY WITH CURRENTLY ADOPTED CODES BY THE CITY OF LOS ANGELES, LISTED ON A-0.00G. WHERE WALLS ARE TO BE DEMOLISHED, DEMOLISH ALL OUTLETS, SWITCHES, WIRING, AND CONDUIT. DEMOLISH TO A CLEAN TERMINATION

POINT ACCEPTABLE TO OWNER AND ARCHITECT. SAFE OFF AS ACCEPTABLE PER APPLICABLE CODES.H. WHERE ELECTRICAL FIXTURES, PANELS OR DIRECTLY CONNECTED EQUIPMENT ARE TO BE DEMOLISHED OR RELOCATED, DEMOLISH ALL

WIRING AND CONDUIT. DEMOLISH TO A CLEAN TERMINATION POINT ACCEPTABLE TO OWNER AND ARCHITECT. SAFE OFF AS ACCEPTABLEPER APPLICABLE CODES.

I. WALL MOUNTED ITEMS ON WALLS NOTED TO BE DEMOLISHED ARE TO BE REMOVED AND STORED OR DISPOSED OF PER OWNER'S DIRECTION.J. THE GC IS RESPONSIBLE FOR SUPPORTING AND SECURING MECHANICAL DUCTS, CONDUIT AND OTHER SIMILAR ITEMS SUPPORTED BY

CONSTRUCTION IDENTIFIED TO BE DEMOLISHED UNTIL PERMANENT SUPPORT TO REMAIN IN PLACE AS A PART OF THE FINISHEDCONSTRUCTION ARE PROVIDED.

K. PREPARE ALL EXISTING SURFACES TO ACCOMMODATE NEW WORK.L. PROVIDE TEMPORARY SHORING AS REQUIRED TO PERFORM THE WORK. WHERE ENGINEERED DESIGNS ARE REQ'D FOR SHORING, THE

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING COSTS AND FOR PROCESSING THE SHORING DESIGNS THROUGHPERMITTING WITH THE GOVERNING AUTHORITIES.

M. PATCH FINISHES TO REMAIN AS REQUIRED DUE TO SELECTIVE DEMO.N. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.O. WHERE PLUMBING FIXTURES ARE IDENTIFIED TO BE DEMOLISHED, RELATED PIPING OR DIRECTLY CONNECTED EQUIPMENT ARE TO BE

DEMOLISHED OR RELOCATED AS SPECIFIED. DEMOLISH TO A CLEAN TERMINATION POINT ACCEPTABLE TO OWNER AND ARCHITECT. CAP &CONCEAL AS ACCEPTABLE PER APPLICABLE CODES.

GENERAL DEMO NOTES

A-1.00

BUILDING PAD DETERMINED AS FLAT BASED ON:HIGHEST POINT WITHIN 5' OF BUILDING PERIMETER: 366.55'LOWEST POINT WITHIN 5' OF BUILDING PERIMETER:: 355.89'DISTANCE FROM HIGHEST TO LOWEST POINT: 77'-11.25"(366.55' - 355.89') / 77' 11.25" = 13.8% SLOPE

15'-9 3/8" PREVAILING FRONT YARD SETBACK

6' S

IDE

YARD

SET

BACK

6' S

IDE

YARD

SET

BACK

15' REAR YARD SETBACKDISTANCE FOR DETERMINING SLOPE 77'-11 1/4"

2' STREET DEDICATION WAIVED

IF ADDITIONAL DEMO IS REQUIRED FOR CONSTRUCTIONOF NEW STRUCTURAL ELEMENTS, CONTRACTOR ISRESPONSIBLE FOR INCLUDING AND PROVIDING BOTHDEMO AND REPAIR OF ALL (E) ELEMENTS AFFECTED BYADDITIONAL DEMO.

DEMO ALL (E) EXTERIOR WOOD SIDING OR STUCCO FINISHTO (E) FACE OF STUD AT ALL REMAINING WALLS. PREP FOR(N) FINISH. (E) STUD WALL TO REMAIN. U.N.O.

DEMO HATCH LEGEND

AREA TO BE DEMOLISHED. REFER TO DEMO PLANS FOR EXTENT.

ITEM TO BE DEMOLISHED

1. REMOVE (E) CONCRETE SIDEWALK AT NEW CURBCUT / DRIVEWAY LOCATION.2. REMOVE (E) ENTRY STAIRS AND PORCH.3. REMOVE (E) CONCRETE DRIVEWAY.4. REMOVE (E) LANDSCAPING AT NEW DRIVEWAY LOCATION.5. REMOVE (E) TREE AT NEW DRIVEWAY LOCATION.6. RETAIN EXISTING HEDGE AT REAR AND SIDE YARDS. LANDSCAPING TBD., OBTAIN DIRECTION FROM OWNER.7. REMOVE (E) PLANTER.8. REMOVE (E) RETAINING WALL.9. (E) FENCE TO REMAIN AT.10. (E) ELECTRIC METER TO REMAIN.11. (E) GAS METER TO REMAIN.12. REMOVE (E) PAVING AT SIDE YARD.13. EXCAVATE WHERE REQUIRED TO PROVIDE NEW WATERPROOFING / DRAINAGE SYSTEM AT CONCRETE

FOUNDATION WALLS.14. REMOVE (E) CONCRETE FLOW LINE.15. REMOVE (E) CONCRETE TERRACE AND STEPS AT REAR YARD.16. REMOVE (E) WOOD DECK OFF OF SECOND FLOOR.17. REMOVE (E) ROOF & ROOF FRAMING, PREP. FOR NEW WORK.18. PROPERTY LINE.19. SETBACK LINE.20. REMOVE (E) WATER HEATER.21. REMOVE (E) AIR CONDITIONING UNIT.22. REMOVE (E) FURNACE AND DUCTWORK AT ATTIC.23. PREP. FOR WORK PER CIVIC DRAWINGS.24. RE-BUILD (E) FENCE WHERE DIMENSIONED, VERIFY WITH OWNER.

DEMO SITE PLAN NOTES #

(E) ITEM TO REMAIN

FINISH TO BE DEMOLISHED TO SHEATHING

1

2

3

4

5

6 6

7

8

6

6

9

10

11

12

13

13

13

14

15

1617

17

17

(E) 2 STORY SINGLE FAMILY DWELLING16640 LINDA TERRACE

ASSESSOR'S PARCEL #4419014016TRACT 17592

REF A-1.10 THROUGH A-1.70 FOR ADDITIONAL DEMOLITION INFORMATION

18

18

18

18

19

19

19

19

19

20

21

22

17

2

(E) FIREPLACE AND CHIMNEY STACK TO REMAIN. DEMO (E)STONE VENEER FINISH TO (E) FACE OF STUD ORSTRUCTURAL MASONRY SUBSTRATE AT ALL REMAININGWALLS. PREP FOR (N) FINISH. (E) STUD WALL ORMASONRY STRUCTURE TO REMAIN.118'-6 5/16"

60'-0

"65'-0

"

121'-9 5/8"

42'-6 7/8"

8'-9

3/1

6"

15'-3 1/4"

7'-9 1/16"

+381'-1 5/16"(E) BUILDING HEIGHT

+367'-2 3/4"(E) 2ND FL. F.F.

DEMO SITE PLAN

23

72'-3 5/16"

24

23

23

BULLETIN 102.05.155

UP

UP

3A-1.40

03A-1.70

03A-1.30

03A-1.50

03A-1.60

SCALE:

031/4" = 1'-0"FLOOR PLAN

A-1.101/4"=1'-0"

DEMO FIRST FLOORPLAN

DEMO FLOOR PLAN NOTES #HATCH LEGEND1. EXISTING WALL TO REMAIN TYP.2. DEMOLISH (E) WINDOW TYP.3. DEMOLISH (E) DOOR TYP.4. DEMOLISH (E) WALL TYP.5. DEMOLISH (E) WALL AREA TO ACCOMMODATE NEW WINDOW OR DOOR. REF. A-9.10 WINDOW SCHEDULE FOR DIMENSIONAL REQUIREMENTS TYP.6. REWORK / REPLACE (E) COLUMN / FRAMING AT THIS LOCATION, REFER TO STRUCTURAL DRAWINGS.7. DEMOLISH (E) APPLIANCES & FIXTURES TYP.8. DEMOLISH (E) STAIRS9. DEMOLISH (E) MILLWORK TYP.10. (E) WOOD BURNING FIREPLACE TO REMAIN, DEMO VENEER TO STRUCTURAL SUBSTRATE OR FRAMING, PREP. FOR NEW WORK.11. DEMOLISH (E) POSTS, FOUNDATIONS & (E) DECK ABOVE.12. DEMOLISH FIXTURES AND FINISHES AT (E) BATHROOM.13. LINE OF FLOOR ABOVE.14. (E) CONCRETE FOUNDATION WALL TO REMAIN.15. (E) CMU / CONCRETE RETAINING WALL TO REMAIN.16. DEMOLISH (E) CONCRETE SLAB AND EXCAVATE TO ACHIEVE PROPOSED FINISH FLOOR ELEVATION.17. DEMOLISH (E) CONCRETE TERRACE AND STEPS, EXCAVATE AS REQ. TO CORRESPOND TO NEW FLOOR LEVEL.18. REMOVE (E) WATER HEATER.19. REMOVE (E) AIR CONDITIONING UNIT.20. RETAIN (E) ELECTRIC METER.21. RETAIN (E) GAS METER.22. DEMOLISH (E) CONCRETE FLOW LINE.23. REMOVE (E) PAVING AT SIDE YARD.24. EXCAVATE WHERE REQUIRED TO PROVIDE NEW WATERPROOFING / DRAINAGE SYSTEM AT CONCRETE FOUNDATION WALLS ALL AROUND.25. PROPERTY LINE.26. SETBACK LINE.27. NOT USED.28. NOT USED.29. DEMOLISH (E) BRICK HEARTH & FOUNDATION AS REQ. TO ACHIEVE PROPOSED FINISH FLOOR.30. PARTIALLY DEMO (E) FOOTINGS PER STRUCTURAL WHERE REQUIRED TO ACHIEVE PROPOSED FINISH FLOOR ELEVATION. 16

640

LIND

A TE

RRAC

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02.05.14




DEMOLISH WALL

EXISTING WALL TO REMAIN

1

3

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2

34

3

6

7

10 11

12

129

9

2

22

14

15

1

15

15

1 14

3

3

3

3

6

9

9

1

5

4

13

14

16

16

16

16

17

8

8

18

19

20

21 5

22

23

24

24

25

25

26

26

26

26

U.N.O. DEMOLISH (E) BUILDING AREA, INCLUDING INTERIOR WALLS, WINDOWS,DOORS, MEP, SLABS, AND ALL OTHER BUILDING INFRASTRUCTURE TO GRADE BELOW.SAFE OFF ALL POWER, GAS, AND WATER LINES AS ACCEPTABLE TO THE BUILDINGINSPECTOR, AT A LOCATION ACCEPTABLE TO THE CLIENT, INSPECTOR & PROPOSEDPLAN.

(E) FOOTINGS AND FOUNDATION WALLS AT EXISTINGEXTERIOR WALLS TO REMAIN. EXCAVATE TO PREPARE FORNEW UNDERPINNED FOUNDATIONS PER STRUCTURAL.

DEMO (E) INT. FINISH TO FACE OF STUD FOR ALL WALLS TOREMAIN. PREP FOR NEW FINISHES AND WORK.

DEMO ALL (E) EXTERIOR WOOD SIDING OR STUCCO FINISHTO (E) FACE OF STUD FOR ALL REMAINING WALLS. PREPFOR (N) FINISH. (E) STUD WALL TO REMAIN U.N.O.













GENERAL DEMO NOTES

(E) FIREPLACE CHIMNEY STACK TO REMAIN. DEMO (E)STONE VENEER FINISH TO (E) FACE OF STUD AT ALLREMAINING WALLS. PREP FOR (N) FINISH. (E) STUD WALLTO REMAIN.

29

REF. A-1.00, DEMO SITE PLAN FOR ADDITIONAL DEMO INFO.


30

BULLETIN 102.05.155

3A-1.40

03A-1.70

03A-1.30

03A-1.50

03A-1.60

SCALE:

031/4" = 1'-0"FLOOR PLAN

A-1.201/4"=1'-0"

DEMO SECOND FLOORPLAN

DEMO FLOOR PLAN NOTES #HATCH LEGEND

DEMOLISH WALL

EXISTING WALL TO REMAIN

1

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2

2

2

3

5

4

7

1. EXISTING WALL TO REMAIN TYP.2. DEMOLISH (E) WINDOW TYP.3. DEMOLISH (E) DOOR TYP.4. DEMOLISH (E) WALL TYP.5. DEMOLISH (E) WALL AREA TO ACCOMMODATE NEW WINDOW. REF. A-9.10 WINDOW SCHEDULE FOR DIMENSIONAL REQUIREMENTS TYP.6. DEMOLISH (E) APPLIANCES AND/OR FIXTURES TYP.7. DEMOLISH (E) STAIRS8. DEMOLISH (E) MILLWORK TYP.9. (E) WOOD BURNING FIREPLACE TO REMAIN. DEMO VENEER TO STRUCTURAL SUBSTRATE OR FRAMING, PREP FOR NEW WORK.10. DEMOLISH (E) DECK.11. DEMOLISH FIXTURES, MILLWORK AND FINISHES AT (E) BATHROOM.12. RETAIN (E) CONCRETE SLAB AT GARAGE. PARTIALLY DEMO. AND PREP FOR STRUCTURAL MODIFICATIONS TO SUPPORT NEW STRUCTURE ABOVE.13. REMOVE (E) CONCRETE SLAB.14. REMOVE (E) ENTRY STAIRS AND PORCH.15. NOT USED.16. NOT USED.17. NOT USED.18. NOT USED.19. REMOVE (E) PLANTER.20. NOT USED.21. REMOVE (E) PAVING AT SIDE YARD.22. PROPERTY LINE.23. SETBACK LINE.24. REMOVE (E) CEILING FINISH / FRAMING AND (E) ROOFING / ROOF FRAMING.

6

8

910

11

11

6


DEMO ALL (E) EXTERIOR WOOD SIDING OR STUCCO FINISHTO (E) FACE OF STUD AT ALL REMAINING WALLS. PREP FOR(N) FINISH. (E) STUD WALL TO REMAIN U.N.O.

DEMO (E) INT. FINISH TO FACE OF STUD FOR ALL WALLSTO REMAIN. PREP FOR NEW FINISHES AND WORK.

AREA TO BE DEMOLISHED

FLOOR FINISH TO BE DEMOLISHED TO TOP OF SHEATHING.REMOVE (E) CEILING FINISH / FRAMING AND (E) ROOFING /ROOF FRAMING.

DEMO (E) FLOORING WHERE INDICATED. PATCH &REPAIR SHEATHING AS REQ'D FOR INSTALLATION OFNEW FLOORING.

5

22

2

3

2

2

3

3

2

2

3 3

3

3

3

3

6 3

8

8

8

1 1

1

1

12

13

1

4

4

4

14

14

19

21

22

22

22

22

23

23

23

23













GENERAL DEMO NOTES

(E) FIREPLACE CHIMNEY STACK TO REMAIN. DEMO (E)STONE VENEER FINISH TO (E) FACE OF STUD ORSTRUCTURAL MASONRY SUBSTRATE AT ALL REMAININGWALLS. PREP FOR (N) FINISH. (E) STUD WALL ORMASONRY STRUCTURE TO REMAIN.

8

REF. A-1.00, DEMO SITE PLAN FOR ADDITIONAL DEMO INFO.

86

8

4

4

4

24

BULLETIN 102.05.155

8'-4" (364.65')GARAGE F.F.

10'-11" (367.23')(E) 2ND FL. F.F.

0'-5 1/8" (355.88')LOWEST POINT W/IN 5'

366.13'C.L. OF STREET

3'-0" (359.32')(E) 1ST. FL F.F. @ UNFINISHED BASEMENT

24'-9 1/2" (381.11')(E) BUILDING HEIGHT

2'-1" (357.40')(E) 1ST. FL F.F.

6'-3" (362.56')AVERAGE GRADE PLANE

A-1.301/4"=1'-0"

DEMO ELEVATIONS

DEMO ELEVATION NOTES #HATCH LEGEND1. DEMOLISH (E) ENTRY STAIRS AND PORCH.2. DEMOLISH (E) CONCRETE DRIVEWAY.3. NOT USED.4. DEMOLISH (E) PLANTER.5. NOT USED.6. NOT USED.7. NOT USED.8. NOT USED.9. REMOVE (E) FURNACE AND DUCTWORK AT ATTIC.10. REMOVE (E) PAVING AT SIDE YARD.11. NOT USED.12. NOT USED.13. NOT USED.14. NOT USED.15. NOT USED.16. DEMOLISH (E) ROOF AND FRAMING.17. EXISTING WALL TO REMAIN TYP.18. DEMOLISH (E) WINDOW TYP.19. DEMOLISH (E) DOOR TYP.20. DEMOLISH (E) WALL TYP.21. NOT USED.

SCALE:

031/4" = 1'-0"NORTH ELEVATION



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DEMO ALL (E) EXTERIOR WOOD SIDING OR STUCCO FINISH TO (E)FACE OF STUD. PREP FOR (N) FINISH. (E) STUD WALL TO REMAIN.

1 12

4

9 16

16

1720

18

18 18 18

19

DEMO EXTERIOR AND INTERIOR STONE VENEER AT (E) FIREPLACE TO(E) FACE OF STUD OR MASONRY STRUCTURAL WALL. PREP FOR (N)FINISH. (E) STUD WALL TO REMAIN.













GENERAL DEMO NOTES

10

BULLETIN 102.05.155

8'-4" (364.65')GARAGE F.F.

10'-11" (367.23')(E) 2ND FL. F.F.

0'-5 1/8" (355.88')LOWEST POINT W/IN 5'




2'-1" (357.40')(E) 1ST. FL F.F.


A-1.401/4"=1'-0"

DEMO ELEVATIONS

#

SCALE:

031/4" = 1'-0"SOUTH ELEVATION

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DEMO ELEVATION NOTESHATCH LEGEND1. NOT USED.2. NOT USED.3. NOT USED.4. NOT USED.5. NOT USED.6. NOT USED.7. NOT USED.8. REMOVE (E) AIR CONDITIONING UNIT.9. REMOVE (E) FURNACE AND DUCTWORK AT ATTIC.10. REMOVE (E) PAVING AT SIDE YARD, REF. A-1.00.11. EXCAVATE TO PROVIDE NEW WATERPROOFING / DRAINAGE SYSTEM AT CONCRETE

FOUNDATION WALLS.12. DEMOLISH (E) CONCRETE FLOW LINE.13. DEMOLISH (E) CONCRETE TERRACE AND STEPS AT REAR YARD AND EXCAVATE TO

ACHIEVE PROPOSED PLAN.14. DEMOLISH (E) POSTS AT (E) DECK.15. DEMOLISH (E) WOOD DECK OFF OF SECOND FLOOR.16. DEMOLISH (E) ROOF AND FRAMING.17. (E) WALL TO REMAIN18. DEMOLISH (E) WINDOW TYP.19. DEMOLISH (E) DOOR TYP.20. NOT USED.21. LINE OF NEW INTERIOR FINISHED FLOOR AND ADJACENT EXTERIOR PAVING.22. (E) FOUNDATION AND FOOTINGS TO REMAIN. EXCAVATE FOR NEW UNDERPINNED

FOUNDATION BELOW PER STRUCTURAL. PARTIALLY DEMO FOOTING PER STRUCTURAL TOACHIEVE PROPOSED FLOOR LEVEL.

23. DEMOLISH (E) CONCRETE SLAB AT INTERIOR AND EXCAVATE FOR NEW LOWERED SLAB





8

1314 14 14

14 14 14 14 14

15

16

17

17

18 18

1819 19

19

2122 22













GENERAL DEMO NOTES

23

11

9

10 11

12

BULLETIN 102.05.155

8'-4" (364.65')GARAGE F.F.

10'-11" (367.23')(E) 2ND FL. F.F.

0'-5 1/8" (355.88')LOWEST POINT W/IN 5'




2'-1" (357.40')(E) 1ST. FL F.F.


water

heater

A-1.501/4"=1'-0"

DEMO ELEVATIONS

#

SCALE:

031/4" = 1'-0"EAST ELEVATION

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20'-0"

DEMO ELEVATION NOTESHATCH LEGEND1. DEMOLISH (E) ENTRY STAIRS AND PORCH.2. DEMOLISH (E) CONCRETE DRIVEWAY, REF. A-1.00.3. LANDSCAPING TBD.4. DEMOLISH (E) PLANTER, REF. A-1.00.5. (E) ELECTRIC METER & PANEL TO REMAIN.6. NOT USED.7. REMOVE (E) WATER HEATER AND ENCLOSURE.8. NOT USED.9. REMOVE (E) FURNACE AND DUCTWORK AT ATTIC.10. REMOVE (E) PAVING AT SIDE YARD.11. EXCAVATE TO PROVIDE NEW WATERPROOFING / DRAINAGE SYSTEM AT CONCRETE

FOUNDATION WALLS.12. NOT USED.13. DEMOLISH (E) CONCRETE TERRACE AND STEPS AT REAR YARD AND EXCAVATE AS

REQUIRED TO ACHIEVE PROPOSED PLAN.14. DEMOLISH (E) POSTS AT (E) DECK.15. DEMOLISH (E) WOOD DECK OFF OF SECOND FLOOR.16. DEMOLISH (E) ROOF AND FRAMING.17. EXISTING WALL TO REMAIN TYP.18. DEMOLISH (E) WINDOW TYP.19. DEMOLISH (E) DOOR TYP.20. DEMOLISH (E) WALL TYP.21. LINE OF NEW INTERIOR FINISHED FLOOR.22. EXISTING FOUNDATION AND FOOTINGS TO REMAIN. EXCAVATE FOR NEW UNDERPINNED

FOUNDATION BELOW PER STRUCTURAL. PARTIALLY DEMOLISH FOOTING PER STRUCTURALTO ACHIEVE PROPOSED FLOOR LEVEL.





12

3

4

5

7

10 11

13

14 14

14

15

16

16

17

17

18

18

19

19

19 2020

21 22













GENERAL DEMO NOTES

NOTE:MAX 24' TO BE MEASURED FROM THE CENTERLINE ORMIDPOINT OF THE STREET. THIS PROPERTY FRONTS ASUBSTANDARD HILLSIDE LIMITED STREET.

28' MAX HEIGHT ENVELOPE

24'-0

"

9

BULLETIN 102.05.155

8'-4" (364.65')GARAGE F.F.

10'-11" (367.23')(E) 2ND FL. F.F.

0'-5 1/8" (355.88')LOWEST POINT W/IN 5'




2'-1" (357.40')(E) 1ST. FL F.F.


A-1.601/4"=1'-0"

DEMO ELEVATIONS

#

SCALE:

031/4" = 1'-0"WEST ELEVATION

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20'-0"

3

DEMO ELEVATION NOTESHATCH LEGEND1. NOT USED.2. NOT USED.3. LANDSCAPING TBD.4. DEMOLISH (E) PLANTER.5. NOT USED.6. (E) GAS METER TO REMAIN.7. NOT USED.8. NOT USED.9. REMOVE (E) FURNACE AND DUCTWORK AT ATTIC.10. NOT USED.11. EXCAVATE TO PROVIDE NEW WATERPROOFING / DRAINAGE SYSTEM AT CONCRETE

FOUNDATION WALLS.12. DEMOLISH (E) CONCRETE FLOW LINE.13. DEMOLISH (E) CONCRETE TERRACE AND STEPS AT REAR YARD AND EXCAVATE AS REQ. TO

ACHIEVE PROPOSED PLAN.14. DEMOLISH (E) POSTS AT (E) DECK.15. DEMOLISH (E) WOOD DECK OFF OF SECOND FLOOR.16. DEMOLISH (E) ROOF AND FRAMING.17. EXISTING WALL TO REMAIN TYP.18. DEMOLISH (E) WINDOW TYP.19. DEMOLISH (E) DOOR TYP.20. DEMOLISH (E) WALL TYP.21. LINE OF NEW INTERIOR FINISHED FLOOR.22. EXISTING FOUNDATION AND FOOTINGS TO REMAIN. EXCAVATE FOR NEW UNDERPINNED

FOUNDATION BELOW PER STRUCTURAL. PARTIALLY DEMO FOOTING PER STRUCTURAL TOACHIEVE PROPOSED FLOOR LEVEL.





3

6

1112

13

1414

14

15

16

16

17 17

1818

1818

18

20

21 22













GENERAL DEMO NOTES


1152

'-0"


9

4

BULLETIN 102.05.155

7'-1

1"

8'-0

"

8'-0

"

8'-0

"

7'-0

"

7'-4

"

VA

RIE

S

8'-4" (364.65')GARAGE F.F.

10'-11" (367.23')(E) 2ND FL. F.F.

0'-5 1/8" (355.88')LOWEST POINT W/IN 5'




2'-1" (357.40')(E) 1ST. FL F.F.


A-1.701/4"=1'-0"

DEMO SECTION

#

SCALE:

031/4" = 1'-0"WEST ELEVATION

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DEMO SECTION NOTESHATCH LEGEND1. NOT USED.2. NOT USED.3. LANDSCAPING TBD.4. DEMOLISH (E) PLANTER.5. NOT USED.6. NOT USED.7. NOT USED.8. NOT USED.9. REMOVE (E) FURNACE AND DUCTWORK AT ATTIC.10. NOT USED.11. EXCAVATE WHERE REQUIRED TO PROVIDE NEW WATERPROOFING / DRAINAGE SYSTEM AT

CONCRETE FOUNDATION WALLS.12. NOT USED.13. DEMOLISH (E) CONCRETE TERRACE AND STEPS AT REAR YARD. EXCAVATE AS REQUIRED TO

ACHIEVE PROPOSED PLAN.14. DEMOLISH (E) POSTS AT (E) DECK.15. DEMOLISH (E) WOOD DECK AND GUARDRAIL OFF OF SECOND FLOOR.16. DEMOLISH (E) ROOFING /ROOF FRAMING AND CEILING FINISH / FRAMING.17. EXISTING WALL TO REMAIN TYP.18. DEMOLISH (E) WINDOW TYP.19. DEMOLISH (E) DOOR TYP.20. DEMOLISH (E) WALL TYP.21. LINE OF NEW INTERIOR FINISHED FLOOR. EXCAVATE AS REQUIRED TO ACHIEVE PROPOSED PLAN.22. DEMOLISH (E) INTERIOR STAIRS23. (E) WOOD-BURNING FIREPLACE TO REMAIN.24. EXISTING FOUNDATION AND FOOTINGS TO REMAIN. EXCAVATE FOR NEW UNDERPINNED

FOUNDATION BELOW PER STRUCTURAL. PARTIALLY DEMO EXISTING FOOTING WHERE REQUIREDTO ACHIEVE PROPOSED PLAN TYP. REF. STRUCTURAL FOR ADDITIONAL INFO.

25. (E) CMU / CONCRETE RETAINING WALL TO REMAIN.26. DEMOLISH (E) CONCRETE SLAB AND EXCAVATE FOR NEW LOWERED SLAB.27. REF. A-1.20 FOR SLAB TO REMAIN AND SLAB TO DEMO.




DEMO ALL (E) EXTERIOR WOOD SIDING OR STUCCO FINISH TO (E)FACE OF STUD. PREP FOR (N) FINISH. DEMO ALL (E) INTERIORFINISH TO (E) FACE OF STUD. (E) STUD WALL TO REMAIN.

4

(E) CONCRETE FOUNDATION / SLAB TO REMAIN.

13

14 14

14

15

16

16

17

DEMO (E) FLOORING WHERE INDICATED. PATCH &REPAIR SHEATHING AS REQ'D FOR INSTALLATION OFNEW FLOORING.

17

17

18

19

19 19

19

20 20

20

21

2223

24

24

25

2626

26













GENERAL DEMO NOTES

9


20'-0"

24'-0

"


11

3

2019

27


(E) FIREPLACE CHIMNEY STACK TO REMAIN. DEMO (E)STONE VENEER FINISH TO (E) FACE OF STUD ORSTRUCTURAL MASONRY SUBSTRATE AT ALL REMAININGWALLS. PREP FOR (N) FINISH. (E) STUD WALL ORMASONRY STRUCTURE TO REMAIN.

(E) FOOTINGS AND FOUNDATION WALLS AT EXISTINGEXTERIOR WALLS TO REMAIN. EXCAVATE TO PREPARE FORNEW UNDERPINNED FOUNDATIONS PER STRUCTURAL.

DEMO ALL (E) EXTERIOR WOOD SIDING OR STUCCO FINISHTO (E) FACE OF STUD FOR ALL REMAINING WALLS. PREPFOR (N) FINISH. (E) STUD WALL TO REMAIN U.N.O.

DEMO (E) INT. FINISH TO FACE OF STUD FOR ALL WALLS TOREMAIN. PREP FOR NEW FINISHES AND WORK.

BULLETIN 102.05.155

356.32'1ST. FL F.F.

w/d

UP03

A-4.00

03A-3.20

03A-3.30

03A-3.00

03A-4.10

03A-4.20

3A-3.10

100STUDY

ST2STAIR

104BATH

103BEDROOM

105BEDROOM

106BATH

107MASTER BEDROOM

109MASTER BATH

110MASTER CLOSET

102LAUNDRY

108READING

TERRACE

SCALE:

031/4" = 1'-0"1ST FLOOR DIMENSION PLAN

A-2.111/4"=1'-0"

FIRST FLOORDIMENSION PLAN

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02.05.14




1. IN NO CASE SHALL DIMENSIONS BE SCALED FROM DRAWINGS. THE CONTRACTOR SHALL VERIFYALL CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH SUBSEQUENT WORK.

2. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. FINISH FLOOR ELEVATIONSARE TO TOP OF CONCRETE SLAB AND TOP UNDERLAYMENT UNLESS OTHERWISE NOTED. CEILINGHEIGHT DIMENSIONS ARE TO BE TO FINISHED SURFACES UNLESS NOTED OTHERWISE.

3. DIMENSIONS MARKED "MIN." INDICATE A MINIMUM CLEARANCE THAT MUST BE MAINTAINED.4. REFER TO SHEET A-0.00 FOR SYMBOLS, ABBREVIATIONS, AND WALL TYPE LEGEND.5. ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF

PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. CONTRACTOR SHALL PROVIDE ANDINSTALL ALL STIFFENERS, BRACES, BACK-UP PLATES AND SUPPORTING BRACKETS AS REQUIREDFOR THE INSTALLATION OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL AND ELECTRICALEQUIPMENT.

6. ALL FINISH WALL SURFACES TO BE FLUSH U.N.O.7. ALL GYP. BD. WALLS TO BE TAPED, SANDED, AND PRIMED TO LEVEL 4 FINISH U.N.O8. REF. DOOR SCHEDULE A-9.00 FOR ALL HEAD, SILL, AND JAMB DETAILS9. ALL WORK SHALL COMPLY WITH CURRENTLY ADOPTED ICC, NFPA, IAPMO, ASME.10. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.11. REFER TO SHEET A-9.20 FOR FIXTURE SCHEDULE, FINISH SCHEDULE, LIGHTING SCHEDULE12. ALL EXTERIOR DECORATIVE WOOD TO BE FIRE RETARDANT TREATED.

GENERAL NOTES

NOTE: ALL NOTES ON THE DIMENSION PLAN ARE TO FACE OF STUD UNLESS NOTED OTHERWISE

24'-5"8'-1 1/2"7'-5 7/8"

13'-1 1/4"9'-4 1/4"4'-2"

6'-4"

TO FACE OF (E) RETAINING WALL


10'-6"


18'-4

1/2

"12

'-6"

13'-8

1/2

"

14'-5

3/8

"3'

-11

1/8"

3'-8

3/4

"5'

-11"

6'-1

"4'

-11

3/8"

2'-9

1/8

"

EQ.CL

3'-0"

EQ.

9'-2

1/2

"

15'-2

1/2

"


9'-4 1/4"

2'-1

0"

3" 2'-10"

3" 2'-10" 4" 2'-10"

3'-1

0 1/

2"

2'-3

1/2

"3'

-0"

3" 2'-10"

EQ.

C L

EQ.

EQ.

C L

EQ.

2'-1

0"

24'-11 1/2"

40'-0 3/8"

12'-0

1/2

"

45'-0

1/2

"

7'-11"

3'-4

1/8

"5"

25'-7

1/2

"

7'-4

1/2

"

2'-9

1/4

"

32'-11 1/2"

23'-1 3/4"

7/8"

8"

9'-10 1/8" 23'-0 1/2" 9'-11 1/2" 2'-7 1/2"

14'-2

"12

'-6"

18'-4

1/2

"

NOTE: EXISTING FACE OF STUD DIMENSIONS ARE BASED ON AVAILABLE INFORMATION.

CONTRACTOR TO CONFIRM DIMENSIONS NOTED IN PLANS AND DISCUSS ANYDISCREPANCIES WITH OWNER AND ARCHITECT.

3'-4

5/8

"

3'-3"

FOFO

FO FO

FOFO

FO FO

FO FO FO FO

FOFO

FO FO

VIF

ALIGN FINISHED FACE, TYP.


BULLETIN 102.05.155

FF

FF

42'-11"

10 1

/2"

CL

1 3/

4"

CL

ALIGN POSTS WITH BEAMABOVE PER STRUCTURAL

7'-2

1/2

"

14'-0

1/4

"

DN UP

367.23'2ND. FL F.F.

364.73'GARAGE FL F.F.

367.23'DECK FL F.F.

03A-4.00

03A-3.20

03A-3.30

03A-3.00

03A-4.10

03A-4.20

3A-3.10

DN

201ENTRY

DECK

203BEDROOM

202POWDER RM

206PANTRY

205KITCHEN

208DINING

209LIVING

ST1STAIR

207WINE

204CLOSET

200GARAGE

SCALE:

031/4" = 1'-0"2ND FLOOR DIMENSION PLAN

A-2.211/4"=1'-0"

SECOND FLOORDIMENSION PLAN






GENERAL NOTES

1664

0 LI

NDA

TERR

ACE

BULL

ETIN

1

DRAWING NUMBER:


SCALE:

DATE:

DRAWING TITLE:



ARCHITECT:


PROJECT ADDRESS:


TRUE NORTH

NORTH

02.05.14




24'-4"6'-5 1/2"21'-1 3/4"

22'-7"10'-3 5/8"5'-7"15'-5 1/2"

5'-4 1/2"3'-3 7/8"

1'-10 5/8"

3'-5

1/8

"19

'-8 3

/4"

4'-1

1 7/

8"

2'-0"

2'-1 3/4"

13'-1

1/2

"3'

-5 3

/4"

2'-10"3 1/

2"

3'-0

"

14'-3

3/4

"5'

-5"

19'-8

3/4

"4'

-11

1/8"

8'-2

3/4

"8'

-5 1

/4"

ALIGN FINISHED FACE

1'-6

1/4

"

12'-6"

ALIGN WITH SHEAR WALLABOVE PER STRUCTURAL

2'-0 1/2"2'-10"

1'-11 1/4"

3'-0

3/8

"

13'-7

1/2

"

54'-2 5/8"

12'-7"

12'-7"

6'-8

7/8

"

10'-1

1 1/

2"8'

-5"

25'-8

"

EQ.CL

EQ.3'-10 3/4"

2'-5 7/8"

8'-8

7/8

"

EQ.

CL

EQ.

EQ.1

EQ.1

CL

4'-10 1/2"

EQ.

EQ. 2'-4

"

C L

EQ.2

EQ.2

2'-8

"

C L

38'-4

7/8

"

45'-0

1/2

"

31'-1"

3 1/2" 2'-10"

16'-1

1 3/

8"24

'-8"

41'-7

3/8

"

21'-7 3/4"

3'-5

1/8

"

21'-4" 9'-10 1/8" 23'-0 1/2" 12'-7"


16'-1

1 1/

2"6'

-6"

18'-2

"3'

-5 1

/8"

FO FO

FOFO

FO FO

FO FO

FOFO

FOFO

FOFO

FS

3'-3"FF

3'-3"FF



VIF

VIF



52'-8 3/4"BULLETIN 102.05.155

DN

302MASTER SUITE

303MASTER BATH

300MASTER RETREAT

304MASTER CLOSET

301BAR

03A-4.00

03A-3.20

03A-3.30

03A-3.00

03A-4.10

03A-4.20

3A-3.10

378.48'3RD. FL F.F.

SCALE:

031/4" = 1'-0"3RD FLOOR PLAN

A-2.311/4"=1'-0"

THIRD FLOORDIMENSION PLAN






GENERAL NOTES

1664

0 LI

NDA

TERR

ACE

BULL

ETIN

1

DRAWING NUMBER:


SCALE:

DATE:

DRAWING TITLE:



ARCHITECT:


PROJECT ADDRESS:


TRUE NORTH

NORTH

02.05.14





7'-0 5/8" 14'-3 3/8" 9'-10 1/8" 23'-0 1/2" 12'-7"

23'-5

1/2

"16

'-10

7/8"

3'-5

1/8

"1'

-3"

31'-7 5/8"

2'-1 3/4"

8'-2 1/2"16'-4 1/2"

6'-9 1/8"

9'-3 5/8"3'-4 1/2"

3'-0

"

18'-2

"

1'-9

"

16'-5

3/8

"12

'-3 3

/4"

12'-6

3/4

"

2'-8"

11'-0

1/4

"5'

-5 1

/8"

2'-3 1/2"EQ. EQ.CL

FF FFFO FO

4'-5

1/4

"

EQ.

CL

EQ.

4 1/

2"

11'-1

1/2

"3'-3"

26'-9

3/8

"

FF

FF

3'-6

"

FF

3'-1

1 1/

2"

ALIG

N W

ITH

FF O

F CH

IMNE

Y ST

ACK

BELO

W

25'-8"

FOFO

FO



BULLETIN 102.05.155

41'-7

3/8

"

14'-1

1 3/

8"

2'-6 1/4"6'-10"

FO

23'-1

7/8

"

24'-7"

5'-2 1/2"4'

-1 3

/8"

FF

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