S H E E T I N D E XS C O P E O F W O R KP R O J E C T T E A M O W N E R ( S ):G E N E R A L N O T E SA 0 .
E N E R G Y
A R C H I T E C T U R A LA 1 . A 2 .A 3 . A 4 . P R O P O S E D E L E V A T I O N SA 5 . A 6 . S E C T I O N SF O U N D A T I O N P L A N &B R A C E D W A L L P L A ND 1 .T Y P I C A L D E T A I L SD 2 .D 3 .
E N . 1E N . 2E N E R G Y C O M P L I A N C EE N E R G Y C O M P L I A N C E
T Y P I C A L D E T A I L ST Y P I C A L D E T A I L S G B . 1G R E E N B U I L D I N G
E X I S T I N G F L O O R P L A N & E L E V A T I O N S C D 1 .C O N S T R U C T I O N & D E M O L I S I O N W A S T ER E D U C T I O N & R E C Y C L I N G P L A N A 8 .
E R O S I O N & S E D I M E N T C O N T R O LC H E C K L I S T E N E R G Y C O N S U L T A N T :4 1 C H A N G A R W A Y ( 8 3 1 ) 7 2 8 - 7 7 1 7 W A T S O N V I L L E , C A . 9 5 0 7 6A P L U S G R E E N E N E R G Y J I M B L O M Q U I S Tp a t t i @ a p g e s . c o m D E S I G N E R : D E S I G N S T U D I OO : ( 8 3 1 ) 2 5 0 - 8 0 6 91 5 0 C A Y U G A S T R E ET S U I T E 1 e _ l d e s i g n s @ h o t m a i l . c o m E & L B U I L D I N GS A L I N A S , C A . 9 3 9 0 1V I C I N I T Y M A P N . T . S .
P R O P O S E D F L O O R P L A NS I T E P L A N & S O U R C E C O N T R O L P L A NG E N E R A L N O T E S & C & D W A S T ER E D U C T I O N P L A N P 1 . HERS VERIFICATION IS REQUIRED:X C I T Y R I G H T - O F - W A Y N O T E S ALL OBSTRUCTIONS, IMPROVEMENTS AND/OR CONSTRUCTION WORK IN THE PUBLICRIGHT-OF-WAY REQUIRE AN ENCROACHMENT PERMIT. PRIOR TO ANY OBSTRUCTIONAND/OR WORK IN THE PUBLIC WAY AND/OR IN CITY-OWNED PROPERTY, THECONTRACTOR/DEVELOPER SHALL APPLY FOR AND OBTAIN THE ISSUANCE OF A CITYOF SALINAS ENCROACHMENT PERMIT. CONTACT THE CITY’S DEVELOPMENTENGINEERING DIVISION TO PROCESS SAID ENCROACHMENT PERMIT AT:CITY OF SALINAS PERMIT CENTER65 WEST ALISAL STREETSALINAS, CA [email protected] R O O F P L A N1.ALL PLANS, CONSTRUCTION, DESIGN, WORKMANSHIP AND MATERIALS SHALLCONFORM WITH THE REQUIREMENTS OF THE:2019 CRC, 2019 CEC, 2019 CMC, 2019 CPC, 2019 CFC, 2019C.En.C., 2019 CGBSC AND CITY OF SALINAS ORDINANCES,ZONING DITRICTS & DEVELOPMENT STANDARDS.2.JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE OWNER/CONTRACTOR PER CCR TITLE 8. SECTION 336 www.dir.ca.gov/title8/336.html3.ALL SITE INSPECTIONS REQUIRE A MINIMUM 24 HOURS NOTICE. FIRE DEPARTMENTINSPECTIONS ARE TO BE REQUESTED THROUGH THE BUILDING DIVISION, PLEASEBE SPECIFIC AS TO THE TYPE OF INSPECTION.4.ALL HOSES USED IN CONNECTION WITH ANY CONSTRUCTION ACTIVITIES SHALL BEEQUIPPED WITH A SHUTOFF NOZZLE. WHEN AN AUTOMATIC SHUTOFF NOZZLECAN BE PURCHASED OR OTHERWISE OBTAINED FOR THE SIZE OR TYPE OF HOSE INUSE, THE NOZZLE SHALL BE AN AUTOMATIC SHUTOFF NOZZLE.5.OWNER/CONTRACTOR TO DETERMINE THE LOCATION OF UNDERGROUNDUTILITIES AND SERVICES AND PERFORM WORK IN A MANNER WHICH WILL AVOIDPOSSIBLE DAMAGE TO SUCH.6.APPROVED ADDRESS NUMBERS AND/OR LETTERS, WITH CONTRASTING BACKROUND, SHALL BE PLACED ON BUILDING(S) TO BE VISIBLE FROM THESTREET.APPROVED ADDRESSES MUST BE CLEARLY IDENTIFIED WITH REFLECTIVEAND/OR ILLUMINATED NUMBERS AND/OR LETTERS A MINIMUM OF 4" HIGH WITHA MINIMUM STROKE WITH OF 1/2". CRC SECTION R319.17.BUILDINGS THAT UNDERGO CONSTRUCTION, ALTERATION OR DEMOLITION SHALLBE IN ACCORDANCE WITH 2019 CFC CHAPTER 33 FIRE SAFETY DURINGCONSTRUCTION AND DEMOLITION.B M P 1 .S T O R M W A T E R B M P ' sS I T E U T I L I T I E S P L A N , G A S ( 8 3 1 ) 4 2 2 - 2 2 7 2S A L I N A S , C A . 9 3 9 0 15 4 0 - B B R U N K E N A V E N U E A D V A N C E D T E S T I N G a t i t e s t i n g @ g m a i l . c o mS P E C I A L I N S P E C T I O N S :& I N S P E C T I O N, LLC. 747- MAIN DWELLING
2 6 2 4 - J E L C A M I N O R E A L N O R T H( 8 3 1 ) 7 5 7 - 8 7 8 7S A L I N A S , C A . 9 3 9 0 7D A V E J R . S C H A R T O N d a v e - j r @ c e n t r a l c o a s t t r u s s . c o mC E N T R A L C O A S T T R U S SR O O F T R U S S M A N U F A C T U R E R :
NEARESTSTORM DRAIN
D 4 .T Y P I C A L D E T A I L SA 7 . E L E C T R I C A L P L A NA 9 . R O O F T R U S S P L A ND 5 .T Y P I C A L D E T A I L SP 2 .S I T E U T I L I T I E S P L A N , E L E C T R I C A L A . P . N . : 0 0 4 - 6 8 3 - 0 1 5 - 0 0 0
LANDSCAPE:(E) TO REMAINCONSTRUCTION TYPE:ZONING:OCCUPANCY GROUP:ASSESSORS PARCEL NO:V-B0 0 4 - 6 8 3 - 0 1 5 - 0 0 0LOT SIZE:5,951100%NUMBER OF STORY:1 STORY BUILDINGBUILDING FIRE SPRINKLERS SYSTEMS:NO SPRINKLER SYSTEMCURRENT USE:RESIDENTIALPROPOSED USE:RESIDENTIALD A T A RESIDENCE R-3/UR-L-5.5-LDR-LOW DENSITY RES.CITY OF SALINASJURISTICTION:BUILDING CODE:2019 C.G.B.S.C.CALIFORNIA GREENBUILDING STANDARDSCODE:FIRE:2019 C.F.C.MECHANICALPLUMBING:2019 C.M.C.:2019 C.P.C.ENERGY CODE:2019 C.En.C.ELECTRICAL:2019 C.E.C.RESIDENTIAL:2019 C.R.C.CITY OF SALINASMUNICIPAL CODE:
EPOXY
5 4 0 - B B R U N K E N A V E N U E , S A L I N A S , C A . 9 3 9 0 1 7 4 7 A M A R I L L O W A Y 04/18/22A D V A N C E D T E S T I N G & I N S P E C T I O N, L L C . ( 8 3 1 ) 4 2 2 - 2 2 7 2a t i t e s t i n g @ g m a i l . c o m S A L I N A S , C A . 9 3 9 0 57 4 7 A M A R I L L O W A Y N E W A D D I T I O N F O R :
04/18/229 3 9 0 57 4 7 A M A R I L L O W A Y H E R N A N & A R M I D A P E R E Z 7 4 7 A M A R I L L O W A Y S A L I N A S , C A . 9 3 9 0 5 ( 8 3 1 ) 5 8 5 - 6 9 0 [email protected]
E X I S T I N G B U I L D I N G S
TOTAL LOT COVERAGE:1,720 S.F.
MAIN DWELLINGEXISTINGEXISTING960 S.F.EXISTINGTOTAL:1,432 S.F.P R O P O S E D B U I L D I N G S 747 TOTAL:288 S.F.NEWNEW747
( 8 3 1 ) 5 8 5 - 6 9 0 9S A L I N A S , C A . 9 3 9 0 5 7 4 7 A M A R I L L O W A Y H E R N A N & A R M I D A P E R E Z a r m i d a 6 6 6 9 @ a o l . c o m
CAOBA WAY
MIMBRERA CIR
MIMBRERA WAYAMARILLORIDER AVEWAYSITEPROJECT
- NEW REAR ADDITION OF 148 SQ. FT.- NEW GARAGE ADDITION OF 140 SQ. FT.- NEW 150 AMP MAIN PANEL UPGRADE ATTACHED GARAGESTORAGE352 S.F.120 S.F.NEW GARAGE ADDITIONNEW REAR ADDITIONNEW140 S.F.148 S.F.28.9 % XXX
X
X
XXXX
NEW REAR ADDITION OF 148 SQ. FT. CONSISTING OF: 1 BEDROOMREMODEL, 1 FULL BATHROOM. - NEW 100 AMP SUB-PANEL - NEW ROOF TRUSSES - NEWGARAGE ADDITION OF 140 SQ. FT. - NEW 150 AMP MAIN PANEL UPGRADE 4/18/22H E R N A N P E R E Z Y A R M I D A P E R E Z - NEW 100 AMP SUB-PANEL- NEW ROOF TRUSSES GARAGE & REAR ADDITION- NEW HVAC CENTRAL HEATING- EXISTING WATER HEATER NEW LOCATION & UP TO CODE- NEW STUCCO FINISH (RE-STUCCO)1 1 REQUIRED SPECIAL FEATURES:·NEW DUCTWORK ADDED IS LESS THAN 40 FT. IN LENGTH
XXXXXXXXX
SCALE: 1 / 8 " = 1 ' - 0 "A0GENERAL NOTES & C&DWASTE REDUCTION PLANTITLE:10/4/22PAGE:17-18JOB NUMBER:DATE:7 4 7 A M A R I L L O W A YA . P . N . : 0 0 4 - 6 8 3 - 0 1 5 - 0 0 0 THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE DESIGNER, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.N E W A D D I T I O N S A L I N A S , C A . 9 3 9 0 5 1BY: E.R. REVISION DATE: 6/7/22e _ l d e s i g n s @ h o t m a i l . c o m S A L I N A S , C A . 9 3 9 0 1S U I T E 1B U I L D I N GD E S I G N S T U D I OE L1 5 0 C A Y U G A S T .O : ( 8 3 1 ) 2 5 0 - 8 0 6 9& (E) CLEANOUTMAINDWELLING EXISTING
(E) ENTRY
(E) 6" CURB64312SEDIMENT LOGSPLACEMENTSHOWN THICKDASHED LINE (E) UTILITYSHED
PLACE GEOTEXTILE FILTER FABRICAT NEAREST DRAIN INLET (SEEVICINITY MAP ON SHEET A0 FORLOCATION. (CORNER OFAMARILLO WAY & RIDER AVENUE)5 118 SQ. FT.NEWGARAGE ADDITIONDS5% SLOPE(N) WATER HEATERSTORAGE 20 SQ. FT.
WM
(N) ELEC. 150 AMPMAIN PANEL &METER UPGRADE
(E) LIGHT POLE
(E)GAS METERNEW LOCAION
S C A L E : 1 / 8 " = 1 ' - 0 "SITE PLAN1
(E)CONCRETELANDING
NOTE: REMOVE DIRT, DEBRISAND WEEDS FROM ALL STORMDRAIN INLETS AND PUBLICSIDEWALK AREAS. 26'-2"
16'-0"
19'-8"960 SQ. FT.352 SQ. FT.
AMARILLO WAY
12'-0"
57'
59.03'
100'
87.89'
ROAD & PARKING EASEMENT
10'-0"(E) WATERMETER(E) PG&E
(E) HOSEBIB
(E) GRASSAREA (E) GRASSAREA
(E) GRASSAREA
(E) 6" Ø TREE
(E)LANDSCAPEAREA
RIGHT OF WAYSIDEWALK
15'-9"
SEDIMENT LOGSPLACEMENTSHOWN THICKDASHED LINE
(E) 6' HIGHWOOD FENCE
(E) 6' HIGHWOOD FENCE(E) WOOD FENCETO BE REMOVED
(N) 6' HIGHWOODFENCE (E) 6' HIGHWOOD FENCE
1. THE CAL-GREEN MANDATORY REQUIREMENTS ARE LOCATED ONSHEET GB. 1
1.CONTRACTOR'S STAGING AREA: THE CONTRACTOR'S STAGING AREASHALL BE SURROUNDED BY FIBER ROLLS. THE STAGING AREA WILL BEUSED TO STORE DELIVERED MATERIALS, AND FOR OVERNIGHTEQUIPMENT PARKING/FUELING. STORED CONSTRUCTION MATERIALSSHALL BE MAINTAINED IN THEIR ORIGINAL CONTAINERS, ANDCOVERED AT ALL TIMES. PETROLEUM PRODUCTS AND HAZARDOUSMATERIALS SHALL BE STORED WITHIN SECONDARY CONTAINMENTSTRUCTURES OR A STORAGE SHED. EQUIPMENT FUELING ANDMAINTENANCE WILL ONLY OCCUR WITHIN THE DESIGNATED STAGINGAREA. DRIP PANS OR ABSORBENT PADS MUST BE USED DURING ALLFUELING OR MAINTENANCE ACTIVITIES. AN AMPLE SUPPLY OF SPILLCLEANUP MATERIALS SHALL BE MAINTAINED IN THE STAGING AREA ATALL TIMES.2.WASTE MANAGEMENT: SOLID WASTE WILL BE LOADED DIRECTLYONTO TRUCKS FOR OFF-SITE DISPOSAL. WHEN ON-SITE STORAGE ISNECESSARY, SOLID WASTES WILL BE STORED IN WATERTIGHTDUMPSTERS IN THE GENERAL STORAGE AREA OF THE CONTRACTOR'SYARD. DUMPSTERS AND/OR TRASH BINS SHALL BE COVERED AT THEEND OF EACH WORK DAY. HAZARDOUS WASTES SHALL NOT BESTORED ONSITE. CONSTRUCTION DEBRIS AND GENERAL LITTER WILL BECOLLECTED DAILY AND WILL NOT BE ALLOWED NEAR DRAINAGEINLETS OR DRAINAGE SYSTEMS.3.STOCKPILE MANAGEMENT: SOIL STOCKPILES MUST BE COVERED ORSTABILIZED (I.E. WITH SOIL BINDERS) IMMEDIATELY IF THEY ARE NOTSCHEDULED TO BE USED WITHIN 14 DAYS. ACTIVE SOIL STOCKPILESSHALL BE WATERED TWICE DAILY TO AVOID WIND EROSION.SURROUND ALL STOCKPILES WITH FIBER ROLLS OR SILT FENCE.STOCKPILES OF "COLD MIX", TREATED WOOD, AND BASICCONSTRUCTION MATERIALS SHOULD BE PLACED ON AND COVEREDWITH PLASTIC SHEETING OR COMPARABLE MATERIAL ANDSURROUNDED BY E BERN.4.SANITARY/SEPTIC WASTE MANAGEMENT: PORTABLE TOILETS WILL BEPROVIDED AND MAINTAINED ONSITE FOR THE DURATION OF THEPROJECT. All portable toilets will be equipped with a secondarycontainment tray, and shall be located a minimum of 50' from alloperational storm drain inlets. Weekly maintenance shall beprovided and wastes legally disposed of off-site.5.DRAIN INLET PROTECTION: PLACE GEOTEXTILE FILTER FABRIC FORPROTECTION PER CITY STANDARD PLAN 59A6.ACCESS ROADS SHALL BE CLEANED DAILY (IF NECESSARY) ANDPRIOR TO ANY RAIN EVENT.
EROSION & SEDIMENT CONTROL NOTES:
19. WASTE MATERIAL DUMPSTER, REQUIRE DUMPSTER SHALL BECOVERED NIGHTLY AND PROTECTED FROM RAIN.20. ALL CONSTRUCTION MATERIALS THAT ARE NOT ACTIVELY BEINGUSED MUST BE RAISED AND COVERED.21. SHOW LOCATIONS OF PORTA-POTTIES WITH SECONDARYCONTAINMENT, INDICATE ON PLAN IF NO PORTA-POTTIES WILL BEUSED.22. SHOW LOCATION OF AND DETAIL WASHOUT AREA/WASTE PIT FORDISPOSAL OF "WET" CONSTRUCTION MATERIALS SUCH ASCONCRETE, STUCCO AND PAINT.
DRAINAGE NOTES
1.PLACE GRAVEL BAGS AROUND NEARBY, DOWNSTREAM STORMINLET(S) DURING CONSTRUCTION. PER CITY STANDARD PLAN #59A.2.CONCRETE/ STUCCO WASHOUT AREA MUST BE PROVIDED PER CITYSTANDARD PLAN #59B.3.ALL DAMAGED/ EXISTING STREET FRONTAGE IMPROVEMENTS TO BEREPAIRED/ REPLACED/ BROUGHT UP TO CURRENT CODE.4.DURING CONSTRUCTION THE OWNER/CONTRACTOR SHALLMAINTAIN THE RIGHT-OF-WAY (STREET/SIDEWALK) FREE FROM DEBRISAND DIRT.5.ANY WORK WITHIN RIGHT-OF-WAY SHALL REQUIRE ANENCROACHMENT PERMIT.
NAME:FOR MAINTAINING THE E&SC PLAN, THE QSD, QSP AND LRP CONTACT:EROSION & SEDIMENT CONTROL
BEST MANAGEMENT PRACTICE NOTES
24-HOUR PERSON RESPONSIBLEH E R N A N & A R M I D A P E R E Z ( 8 3 1 ) 5 8 5 - 6 9 0 911.NATURAL FEATURES, INCLUDING VEGETATION, TERRAIN, WATERCOURSE AND SIMILAR RESOURCES SHALL BE PRESERVED,WHERE POSSIBLE12.DURING THE RAINY SEASON (OCTOBER 15TH TO APRIL 15TH): ·GRADING ACTIVITIES MUST BE SCHEDULED TO MINIMIZE BAREGRADED AREAS.·SUFFICIENT QUANTITIES OF EROSION CONTROL MATERIALSSHALL BE KEPT ON SITE AT ALL TIMES TO BE INSTALLED AS SOON ASPOSSIBLE AND PRIOR TO ANY PRECIPITATION EVENTS.13.EFFECTIVE SOIL COVER SHALL BE PROVIDED ON ALL FINISHESSLOPES, OPEN SPACE, UTILITY BACKFILL AND COMPLETED LOTSTHAT ARE NOT SCHEDULED TO BE RE-DISTURBED FOR MINIMALLY 14DAYS.14. MINIMIZE SOIL COMPACTION FOR AREAS THAT WILL REMAINPERVIOUS OR USED FOR LID MEASURES.15. WHERE FEASIBLE, TOP SOIL SHALL BE STOCKPILED AND REAPLIEDUPON COMPLETION OF GRADING ON SLOPES OF LESS THANTWENTY PERCENT
1.DRAINAGE ACROSS PROPERTY LINES SHALL NOT EXCEED THATWHICH EXISTED PRIOR TO GRADING. EXCESS OR CONCENTRATEDDRAINAGE SHALL BE CONTAINED ON SITE OR DIRECTED TO ANAPPROVED DRAINAGE FACILITY. EROSION OF THE GROUND IN THEAREA OF DISCHARGE SHALL BE PREVENTED BY INSTALLATION OFNON-EROSIVE DOWN DRAINS OR OTHER DEVICES.2. THE GROUND SURFACE IMMEDIATELY ADJACENT TO THE BUILDINGFOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT ASLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITSHORIZONTAL (5-PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE FOUNDATION.LOW PRIORITY PROJECTx RIGHT-OF-WAY NOTES 1.ALL OBSTRUCTIONS, IMPROVEMENTS AND/OR CONSTRUCTIONWORK IN THE PUBLIC RIGHT-OF-WAY REQUIRE AN ENCROACHMENTPERMIT. PRIOR TO ANY OBSTRUCTION AND/OR WORK IN THE PUBLICWAY AND/OR IN CITY-OWNED PROPERTY, THECONTRACTOR/OWNER SHALL APPLY FOR AND OBTAIN THEISSUANCE OF A CITY OF SALINAS ENCROACHMENT PERMIT. THE FEEIS IN ADDITION TO AND SEPARATE FROM BUILDING PERMIT. CONTACT THE CITY’S DEVELOPMENT ENGINEERING DIVISION TOPROCESS SAID ENCROACHMENT PERMIT AT:CITY OF SALINAS PERMIT CENTER65 WEST ALISAL STREET, SALINAS, CA [email protected] SIDEWALK SHALL BE RECONSTRUCTED, PLEASE VERIFYAND INCLUDE RECONSTRUCTION OF ANY DAMAGED SIDEWALK.3.CONTRACTOR/OWNER SHALL REMOVE GRASS AND WEEDSGROWING IN THE SIDEWALK. PREVENT THE USE OF HERBICIDES.4.CONSTRUCTION BEST MANAGEMENT PRACTICES SHALL BEIMPLEMENTED DURING CONSTRUCTION SEE SHEET CD1 BMPBROCHURES5.ANY WORK IN THE RIGHT OF WAY REQUIRES AN ENCROACHMENTPERMIT
23.PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE, THEOWNER/CONTRACTOR SHALL ENSURE ALL NECESSARY SEDIMENTCONTROLS ARE IN PLACE AND IN COMPLIANCE WITH BMP FACTSHEETS ON CD1. 24. DURING CONSTRUCTION, INSPECTIONS BY THE CITY OF SALINASWILL BE CONDUCTED TO INSPECT DRAINAGE DEVICEINSTALLATION, REVIEW THE MAINTENANCE AND EFFECTIVENESS OFBMPS INSTALLED, AS WELL AS, TO VERIFY THAT POLLUTANTS OFCONCERN ARE NOT DISCHARGED FORM THE SITE.25. PRIOR TO FINAL INSPECTION, THE OWNER/CONTRACTOR SHALLENSURE THAT ALL DISTURBED AREAS HAVE BEEN STABILIZED ANDTHAT ALL TEMPORARY EROSION AND SEDIMENT CONTROLMEASURES THAT ARE NO LONGER NEEDED HAVE BEEN REMOVED.26. CONTRACTOR SHALL SCHEDULE INSPECTIONS WITH THE CITY OFSALINAS AT ALL STAGES OF CONSTRUCTION OF THE POSTCONSTRUCTION (LID) FEATURES.
E&SC PLAN CHECKLIST NOTES:
MATERIALS & WASTE MANAGEMENT17.ACCESS ROADS SHALL BE CLEANED DAILY (IF NECESSARY) ANDPRIOR TO ANY RAIN EVENT.TRACKING CONTROL/STABILIZEDCONSTRUCTION ENTRANCE/EXITCONSTRUCTION INSPECTIONREQUIREMENTSCAL GREEN NOTES (E) GRASS AREA
(E) LANDSCAPE AREA (E) CONCRETE AREA
L E G E N D
PROPERTY LINE(E) TREES(E) WATER(E) SANITARY SEWER(E) GAS(E) 6' HEIGHT WOOD FENCE
DS(N) DOWNSPOUT
SURFACE SHALL SLOPE A MINIMUM OF 2% CRC SECTION R401.3(Ex.) AT LEAST 5'-0" MIN. FROM FOUNDATION WALLS CRCSECTION R801.3 SURFACE DRAINAGE DIRECTION TOLANDSCAPE MIN. 5% GRADE SLOPE AWAY FROM THE FOUNDATION. SURFACEDRAINAGE SHALL BE DIVERTED TO A STORM SEWWER CONVEYANCEOR OTHER APPROVED POINT OF COLLECTION THAT DOES NOTCREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACEWATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL AMINIMUM OF 6" WITHIN THE FIRST 10' CRC 2019 SECTION R401.3DRAIN SHALL NOT BE DIRECTED TOWARDS ADJACENT PROPERTY.EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICALBARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS ORSWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAYFROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF THEBUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM BUILDING. 5%
(E)2% SLOPE(E)2% SLOPE(E)2% SLOPE
(E)2% SLOPE
CONCRETENEW DRIVEWAY APPROACH PORTIONS OF EXISTING DRIVEWAY APPROACH, SIDEWALK,CURB & GUTTER NEED TO BE REMOVED, RECONSTRUCTEDPER CITY STANDARD PLANS 1, 2R AND 5. (SEE SHEET P1) NEWDRIVEWAY20'-0"
GARAGEEXISTING
DS5% SLOPEDS5% SLOPE
DS5% SLOPEEXISTING DRIVEWAYAPPROACH TO BE REMOVED15'-2"10'-10"3'-0" 148 SQ. FT.NEW REARADDITIONDS5% SLOPEDS5% SLOPE(E) CLEANOUT 1'-0"
12'-5"
20'-0"3'-0"
SIDEWALK.SCHED.
RIGHT OF WAY 52'1 INSTALL (N) CURB PERCITY STANDARD PLAN 1SEE SHEET P1NEW SIDEWALK PER CITYSTANDARD PLAN No. 2RSEE SHEET P1 6'-0"
4'-0"
(N) 6' HIGHWOODFENCE
WASHOUT AREAPER STANDARDPLAN #59BSHEET A1
STREET SWEEPINGREQUIRED DURINGCONSTRUCTION
RIGHT OF WAY 25'
16'-0"
REDUCEDTO120 SQ. FT.1'-1"6'-0"3'-0"(E)2% SLOPE
13'-2"
NOTE: REMOVE DIRT, DEBRISAND WEEDS FROM ALL STORMDRAIN INLETS AND PUBLICSIDEWALK AREAS.1 11 1 (E) ENTRY CONC.WALKWAY
(N) CONCRETE AREA
1 S C A L E : 1 / 8 " = 1 ' - 0 "A1SITE PLAN, SOURCECONTROL PLAN, STORMWATER BMP's & EROSION &SEDIMENT CONTROL PLANTITLE:10/4/22PAGE:17-18JOB NUMBER:DATE:7 4 7 A M A R I L L O W A YA . P . N . : 0 0 4 - 6 8 3 - 0 1 5 - 0 0 0 THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE DESIGNER, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.N E W A D D I T I O N S A L I N A S , C A . 9 3 9 0 5 1BY: E.R. REVISION DATE: 6/7/22e _ l d e s i g n s @ h o t m a i l . c o m S A L I N A S , C A . 9 3 9 0 1S U I T E 1B U I L D I N GD E S I G N S T U D I OE L1 5 0 C A Y U G A S T .O : ( 8 3 1 ) 2 5 0 - 8 0 6 9& ENTRY
2/8
DWW/HLNDRY.2/8
3/0
W/CSINK2/62/6SHELVE & RODDINING7'-4" x 9'-10"KITCHEN8'-8" x 9'-6" LIVING14'-6" x 13'-6"
BEDROOM 1 14'-4" x 9'-6"
BEDROOM 2 11'-2" x 10'-0"BEDROOM 3 10'-8" x 10'-0"2/62/6SHELVE & ROD2/0 6040 SLDR. WD.5040 SLDR. WD.5040 SLDR. WD.
5040 SLDR. WD.3010 SLDR. WD.
HALLWAY16'-10" x 3'-2" SHELVE & ROD
2/0
3030 SLDR. WD.SINKREF.RANGEBATH8'-0" x 9'-6" SHWR.
10/0 GARAGE DOOR
CONCRETELANDING
GARAGE1 CAR15'-4" x 21'-4"
ELEC. 100 AMPMAIN PANEL &METER CONCRETELANDING
EXISTING FLOOR PLAN1S C A L E : 1 / 4 " = 1 ' - 0 "
CLOSET2'-0" x 6'-2"
CLOSET2'-0" x 7'-0"CLOSET5'-6" x 2'-0"COATSCLOSET
LINENELEC.SUB-PANEL
5/6 SLDR. DR.
24'-0"
39'-8" 16'-0"
22'-0"6'-0"15'-8"40'-0"
55'-8"
28'-0"
4'-0"
(FRONT ELEVATION)WEST ELEVATION3SCALE: 1/4 "=1'-0"F.F. AT 100.0' PLATE AT 108.0'GARAGE
F.F. AT 99.5'
PLATE AT 108.0'
GARAGESTUCCO747
COMP. SHINGLES
13'-0"HIGHEST STRUCTURE POINTSFD
SFD
F.F. AT 100.0'
GARAGE
F.F. AT 99.5'
PLATE AT108.0'GARAGE STUCCOSFD
SFD(REAR ELEVATION)EAST ELEVATION5
COMP. SHINGLES
NORTH ELEVATION4(SIDE ELEVATION)
GARAGE124
F.F. AT99.5'
PLATE AT108.0'STUCCOGARAGE
COMP. SHINGLESGARAGE124
F.F. AT99.5'
PLATE AT108.0'GARAGESOUTH ELEVATION2(SIDE ELEVATION)STUCCOF.F. AT 100.0' PLATE AT 108.0'SFD
SFD
WINDOWS:WINDOW:Exterior Colors:OVERHANG: COMPOSITE SHINGLE2X6 PRIMED SPRUCETRIMFASCIA/RAKE:VINYL DOUBLE PANE WALL: ROOF:
ROOF:CHARCOAL GRAYWHITE
4:12 GABLE ROOF ROOF PITCH:Exterior Finishes2'-0" EAVE -2'-0" GABLE ENDSTUCCO:BROWNTRIM:PAINTED WOOD
ATTICACCESS
PLATE AT108.0'COMP.SHINGLESSTUCCO W/EXPANSIONJOINTS & CONTROL JOINTS SCALE: 1/4 "=1'-0"
SCALE: 1/4 "=1'-0"
SCALE: 1/4 "=1'-0"
WALLFURNACE
STUCCO EXPANSION JOINTS& CONTROL JOINTS11
S C A L E : 1 / 4 " = 1 ' - 0 "A2EXISTING FLOOR PLAN& ELEVATIONSTITLE:10/4/22PAGE:17-18JOB NUMBER:DATE:7 4 7 A M A R I L L O W A YA . P . N . : 0 0 4 - 6 8 3 - 0 1 5 - 0 0 0 THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE DESIGNER, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.N E W A D D I T I O N S A L I N A S , C A . 9 3 9 0 5 1BY: E.R. REVISION DATE: 6/7/22e _ l d e s i g n s @ h o t m a i l . c o m S A L I N A S , C A . 9 3 9 0 1S U I T E 1B U I L D I N GD E S I G N S T U D I OE L1 5 0 C A Y U G A S T .O : ( 8 3 1 ) 2 5 0 - 8 0 6 9& L E G E N DNEW 2X4 WALLS D.F. #2 @ 16" O.C. STUDSEXISTING WALLS TO REMAIN PER CALIFORNIA CIVIL CODE ARTICLE 1101.4 AND CALGREEN SECTION 301.1, FOR HOMES BUILTPRIOR TO 1994, FOR ALL BUILDING ALTERATIONS OR IMPROVEMENTS TO A SINGLE FAMILYRESIDENTIAL PROPERTY, EXISTING PLUMBING FIXTURES IN THE ENTIRE HOUSE THAT DO NOT MEETCURRENT FLOW RATES WILL NEED TO BE UPGRADED. WATER CLOSETS WITH A FLOW RATE INEXCESS OF 1.6 GPF WILL NEED TO BE REPLACED WITH WATER CLOSETS WITH A MAXIMUM FLOWRATE OF 1.28 GPF. SHOWER HEADS WITH A FLOW RATE GREATER THAN 2.5 GPM WILL NEED TO BEREPLACED WITH A MAXIMUM 1.8 GPM SHOWER HEAD. LAVATORY AND KITCHEN FAUCETS WITH AFLOW RATE GREATER THAN 2.2 GPM WILL NEED TO BE REPLACED WITH A FAUCET WITH MAXIMUMFLOW RATE OF 1.2 GPM (OR 1.8 GPM FOR KITCHEN FAUCETS). 1. THE CAL-GREEN MANDATORY REQUIREMENTS ARE LOCATED ON SHEET GB. 1C A L G R E E N N O T E S EGRESS WINDOWCRC 2019 R310.2
1.EACH VENT PIPE OR STACK SHALL EXTEND THROUGH ITS FLASHING AND SHALL TERMINATEVERTICALLY NOT LESS THAN 6" ABOVE THE ROOF NOR LESS THAN 1' FROM ANY VERTICALSURFACE. CPC 906.1V E N T I N G N O T E 2A6
A62
LNDRY.DININGKITCHEN
LIVING
BEDROOM 1 14'-4" x 15'-6"
BEDROOM 2 BEDROOM 3 HALLWAYBATHCLOSET
CLOSETCLOSET
EXISTINGEXISTINGEXISTING
EXISTINGEXISTINGEXISTINGEXISTINGEXISTING
EXISTINGEXISTINGEXISTING
REMODEL(N) 3010SLDR. WD.TEMPERED060705060201032'-11"W/CSINK1'-6"1'-6" (N) 2/6 DR.SHWR.BATH9'-4" x 5'-8"NEWSEAT08
(N) 5040 SLDR. WD.
24'-0"6'-0"
24'-8"15'-0"
22'-0"6'-0"
22'-0"40'-0"
ADDITION
ADDITION
32'-0"ENTRY(N) CONCRETE LANDINGPER THE 2019 CRCSECTION R311.3
NEWSKY-LIGHTOPERABLE
09 NET GLAZED20 SQ.FT.NET GLAZE VENTILATED10 SQ.FT.
(N) ELEC.150 AMPMAINPANEL &METER
4'-0"15'-2"24'-10"
4'-0"
2% SLOPE
2% SLOPE
CLOSET5'-6" x 2'-0"NEW(N) ELEC. 100AMP SUB-PANEL
16'-0"6'-4"22'-4"ADDITIONADDITION
(N) 16/0 GARAGE DR.
(N)4040SLDR.WD.
NATURAL VENTILATION %: 4%FLOOR AREA: 227 SQ. FT.4% X 227 = 9 REQUIRED18NATURAL LIGHT %: 8%FLOOR AREA: 227 SQ. FT.8% X 227 = 18REQUIRED9 OPENINGSSQ.FT.
LIGHT AND VENTILATION SECTION R303
PROVIDED20
1.EVERY SPACE INTENDED FOR HUMANOCCUPANCY SHALL BE PROVIDED WITHNATURAL LIGHT BY MEANS OF EXTERIORGLAZED OPENINGS WITH AN AREA OFNOT LESS THAN 8% OF THE FLOOR AREAOF THE ROOM SERVED. [CRC R303.1]OPENINGSSQ.FT.PROVIDED10
1.REQUIRED NATURAL VENTILATION OFAN OCCUPIED SPACE SHALL BETHROUGH WINDOWS, DOORS, LOUVERSOR OTHER OPENINGS TO THE OUTDOORSWITH THE MINIMUM OPEN ABLE AREABEING 4% OF THE FLOOR AREA BEINGVENTILATED. SEE EXCEPTIONS FORMECHANICAL VENTILATION. [CRC R303.1]1- 5040 WD.201- 5040 WD.10 1227SQ. FT.
G E N E R A L N O T E S
S P E C I F I C A T I O N S1.BATHTUB, SHOWER UNIT, SHOWER SPACE WALL SPLASH 72" ABOVE THE FLOOR. WALLS TO RECEIVE UNIT SHALL BE PROTECTED WITH A NON-ABSORBENT SURFACE. THE BACKER BOARD SHALL MEETTHE REQUIREMENTS OF CRC 2019, SECT. R702.4.22.CEMENTITIOUS BACKER BOARD TO BE USED UNDER ALL TILE WORK AT ALL SHOWERS AND BATHS TO A MINIMUM HEIGHT OF 72" ABOVE THE FLOOR. MATERIAL OTHER THAN STRUCTURAL ELEMENTSTO BE NON-ABSORBENT SURFACE.3.BATHROOMS SHALL BE PROVIDED WITH WATER-RESISTANT GYPSUM BACKING BOARD CONFORMING TO ASTM C1178, C1278 OR C1396.4.NET AREA OF SHOWER RECEPTOR SHALL NOT BE LESS THAN 1,024 SQ. IN (32" X 32") OF FLOOR AREA, AND BE ABLE TO ENCOMPASS A 30" DIAMETER CIRCLE. 2019 CPC SECTION 408.65.SHOWER DOOR SHALL OPEN SO AS TO MAINTAIN NOT LESS THAN A 22 INCH UNOBSTRUCTED OPENING FOR EGRESS. [CPC 408.5]6.TOILET AND BATHROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 6". 7.WASTE LINES SHALL BE A.B.S. PIPE, VENT PIPES SHALL BE P.V.C. PIPE, HOT AND COLD WATER LINES SHALL BE COPPER PIPE, TYPE "L" UNDERGROUND AND TYPE "M" ABOVE GROUND, AND HOSE BIBSSHALL BE 3/4" DIAMETER BRASS. 2019 CPC TABLE 701.28.PROVIDE PRESSURE VALVE OR MIXING VALVE TO LIMIT WATER TEMPERATURE TO 120 DEGREES F. AT TUBS AND SHOWERS.9.ALL HOT WATER PIPING IN UNHEATED AREAS SHALL BE INSULATED WITH MINIMUM R-3 INSULATION. INSULATE ALL SUPPLY PIPING NOT INSIDE BUILDING INSULATION ENVELOPE.10.ALL HOT WATER PIPING BURIED BELOW GRADE MUST BE INSTALLED IN A WATER PROOF AND NON-CRUSHABLE CASING OR SLEEVE.11.BASE MATERIAL BENEATH SHOWER PANS SHALL BE SLOPED TO DRAIN.12.AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONCEALED SHOWER STALLS SHALL HAVE A CLEAR INTERIOR FINISH AREA OF 7.1 SQ.FT. ANDBE ABLE TO ACCOMMODATE A MINIMUM 30 INCH CIRCLE AT THE THRESHOLD LEVEL. THESE CLEARANCES SHALL BE MAINTAINED UP TO A HEIGHT OF 70" ABOVE SHOWER DRAIN. (CPC 408.6)13.THE MAXIMUM HOT WATER TEMPERATURE DISCHARGING FROM THE BATHTUB AND WHIRLPOOL BATHTUB FILLER SHALL BE LIMITED TO 120 DEGREES FAHRENHEIT BY A DEVICE THAT IS INACCORDANCE WITH ASSE 1070 OR CSA B125.3. THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. (CPC 409.4)14.ALL HOT WATER FAUCETS THAT HAVE MORE THAN 10' OF PIPE BETWEEN THE FAUCET AND THE HOT WATER HEATER SERVING SUCH FAUCET SHALL BE EQUIPPED WITH A HOT WATER RECIRCULATINGSYSTEM.15.NON-REMOVABLE BACK FLOW PREVENTION DEVICE AT HOSE BIBS:16.PROVIDE ACCESS PANEL (12"X12" MIN.) OR UTILITY SPACE FOR ALL PLUMBING FIXTURES HAVING CONCEALED SLIP-JOINT CONNECTIONS.CPC 2019 SECTION 402.1017.CONTROL VALVES AND SHOWERHEADS SHALL BE LOCATED ON THE SIDEWALL OF SHOWER COMPARTMENTS OR BE OTHERWISE ARRANGED SO THAT THE SHOWERHEAD DOES NOT DISCHARGEDIRECTLY AT THE ENTRANCE TO THE COMPARTMENT AND THE BATHER CAN ADJUST THE VALVES PRIOR TO STEPPING INTO THE SHOWER SPRAY. (CPC 411.10)18. VENTS SHALL TERMINATE ABOVE THE ROOF SURFACE AT A LISTED CAP OR LISTED ROOF ASSEMBLY. 2019 CPC SECTION 510.6.2(1)19. EMERGENCY EGRESS REQUIREMENTS FROM SLEEPING ROOMS: CRC 2019 R310.2.1a)MINIMUM NET CLEAR OPENING DIMENSION OF 24 INCHES IN HEIGHT. b)MINIMUM NET CLEAR OPENING DIMENSION 20 INCHES IN WIDTH. c)MINIMUM NET CLEAR OPENING DIMENSION OF 5.0 SQUARE FEET IN AREA FOR GRADE FLOOR OPENINGS.d)OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. CRC 2019 R310.2.2.
1.EVERY FENESTRATION PRODUCT INSTALLED IN CONSTRUCTION SHALL HAVE ATTACHED TO IT CLEARLY VISIBLE TEMPORARY LABEL CERTIFICATE THAT LIST THE U-FACTOR, THE SOLAR HEAT GAINCOEFFICIENT OF THAT PRODUCT AND THE COMPLIANCE WITH AIR LEAKAGE NOT TO BE REMOVED BEFORE INSPECTION.2.THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING AN INSULATION CERTIFICATE SIGNED BY THE INSTALLER STARTING THAT THE INSTALLATION IS PER PLAN. THE CERTIFICATE SHALLSTATE THE MANUFACTURE'S NAME AND MATERIAL, THE R-VALUE AND THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT.3.WINDOWS: VINYL SLIDING OR AS INDICATED ON PLANS. WINDOW ADJACENT LESS THAN 60" ABOVE TO TUBS, SHOWERS AND TUB/SHOWER OR ADJACENT TO AND WITHIN 24" OF EITHER EDGE OF DOORSHALL BE FULLY TEMPERED LAMINATED SAFETY GLASS OR APPROVED PLASTIC, ALL NEW EXTERIOR GLAZING SHALL BE DOUBLE PANE INSULATED GLASS AND LABELED VINYL. FRAME & PROVIDE SCREENSFOR ALL OPERABLE WINDOWS.4.DOORS: EXTERIOR DOORS SHALL BE 1-34" THICK SOLID CORE, INTERIOR DOORS SHALL BE 1-38" THICK HOLLOW CORE, U.O.N.5.GLAZING IN SWINGING AND SLIDING DOORS SHALL BE SAFETY GLAZING. CRC R308.46.INSULATION: FIBERGLASS BATT INSULATION WITH TYPE II, CLASS A, FOIL-SCRIM-KRAFT VAPOR RETARDER MEMBRANE ON ONE FACE, RESPECTIVELY, OR BLANKET TYPE.WALLS: R-15 SEE CF1R-PRF-01 ENERGY REPORTCEILINGS: R-30 SEE CF1R-PRF-01 ENERGY REPORT7.EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE 5.7 SQUARE FOOT (5 SQ. FL. FOR GRADE FLOOR) EXTERIOR OPENING, MINIMUM OPENING HEIGHT OF 24", MINIMUM OPENING WIDTH OF 20" AND THE SILL NO MORE THAN 44" FROM THE FINISHED FLOOR FOR ESCAPE OR RESCUE. CRC SECTION R310.18.ALL GYP. BOARD SHALL BE 1/2" U.O.N.9.FRAMING LUMBER SHALL BE DOUGLAS FIR #2 OR BETTER.10.ALL INTERIOR AND EXTERIOR WALLS TO BE 2X4 STUDS TYP. U.O.N.11.NAILING TO BE IN ACCORDANCE WITH CRC TABLE R602.3(1).12.WALL AND CEILING FINISHES SHALL NOT HAVE A FLAME SPREAD INDEX OF GREATER THAN 200 AND NOT HAVE A SMOKE-DEVELOPED INDEX OF GREATER THAN 450. CRC R302.9.113.INTERIOR FINISH MATERIALS SHALL BE APPLIED OR FASTENED IN SUCH MANNER THAT THEY WILL NOT READILY BECOME DETACHED WHEN SUBJECTED TO ROOM TEMPERATURE OF 200°F FOR NOT LESSTHAN 30 MINUTES. CRC R302.9.514.ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS SECTIONS, AND DETAILS.,15.APPLIANCE IN CONFINED SPACES: PROVIDE TWO OPENING INTO ENCLOSURE EACH HAVING 1 SQ. IN. PER 1000 BTU/H INPUT FREELY COMMUNICATING WITH OTHER UNCONFINED INTERIOR SPACES.MINIMUM 100 SQ. IN. EACH OPENING..16.EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS WITH AN AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OFTHE ROOM SERVED. [CRC R303.1]17.REQUIRED NATURAL VENTILATION OF AN OCCUPIED SPACE SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER OPENINGS TO THE OUTDOORS WITH THE MINIMUM OPEN ABLE AREA BEING 4% OF THE FLOOR AREA BEING VENTILATED. SEE EXCEPTIONS FOR MECHANICAL VENTILATION. [CRC R303.1] 5'-0"4'-0"(N)DOOR & WINDOW SCHEDULESIZELOCATIONDESCRIPTION#OPERATEU-FACTORSHGCSPECIFICATIONSQTY.14 TYPE 2'-6"6'-8"
110.300.50INSECT SCREENSEE BUILDING ENERGY ANALYSIS REPORT CF 1R-PRF-012116'-0"X 7'-0" GARAGEGARAGE DOORROLL UPHOLLOW DOOR INTERIOR DOOREXTERIOR WINDOW WD.TRIM
5'-0"X 4'-0" SLIDER WINDOWVINYL DOUBLE PANEBEDROOM
3'-2"2'-10"13'-3"
6'-0"
GARAGE21'-8" x 21'-4"REMODEL2 CAR
PROPOSED FLOOR PLAN1S C A L E : 1 / 4 " = 1 ' - 0 "
34513'-0"X 1'-0" VINYL DOUBLE PANESLIDER WINDOWBATHROOMINSECT SCREEN 3'-0" WD.TRIMTEMPERED2
EXTERIOR WINDOW1'-0"
TUB SHOWERHEADS SHALL HAVE A MAXIMUM CAPACITY OF 1.8 GPM @ 80 PSI. CONTROL VALVES AND SHOWER HEADS SHALL BELOCATED ON THE SIDES ALL OF SHOWER COMPARTMENTS OR OTHERWISE ARRANGED SO THAT THE SHOWER HEAD DOES NOTDISCHARGE DIRECTLY AT THE ENTRANCE TO THE COMPARTMENT SO THAT THE BATHER CAN ADJUST THE VALVE PRIOR TO STEPPING INTOTHE SHOWER. 0809
K E Y N O T E S
05060302010407LAVATORY & SINK FAUCETS SHALL HAVE A MAXIMUM FLOW CAPACITY OF 1.2 GPM @ 60 PSI. OR 1.8 FOR KITCHEN FAUCETS. 2019 CPC 407.2.1.2, 408.2, 411.2, 412, CGBC 4.303.1TOILET SPACES SHALL BE AT LEAST 30" WIDE, WITH AT LEAST 24" CLEAR IN FRONT OF WATER CLOSET.HINGED SHOWER DOORS SHALL BE TEMPERED 1/2" THICK SAFETY GLASS AND OPEN OUTWARD.TOILETS SHALL BE ULTRA LOW-FLOW WITH A MAXIMUM FLUSH CAPACITY OF 1.28 GALLONS.NET AREA OF SHOWER RECEPTOR SHALL NOT BE LESS THAN 1,024 SQ. IN (32" X 32") OF FLOOR AREA, AND SHALL HAVE MINIMUM AREACAPABLE OF ENCOMPASSING A 30'' CIRCLE. IT SHALL NOT INCLUDE THE CURB. PER 2019 CPC SECTION 408.6.SHOWER DOOR SHALL OPEN SO AS TO MAINTAIN NOT LESS THAN A 22 INCH UNOBSTRUCTED OPENING FOR EGRESS. 2019 CPC SECTION408.5. 1 2
3 4
5 4'-0"4'-0"3
EXTERIOR WINDOW WD.TRIM
14'-0"X 4'-0" SLIDER WINDOWVINYL DOUBLE PANEGARAGEINSECT SCREEN0.300.500.300.50SEE BUILDING ENERGY ANALYSIS REPORT CF 1R-PRF-01SEE BUILDING ENERGY ANALYSIS REPORT CF 1R-PRF-0112'-6"X 6'-8" BATHROOMSINGLE DOORRIGHT HAND SWINGHOLLOW DOOR2" FINISH WD. TRIM ALL AROUND4" FINISH WD. TRIM ALL AROUND 5 EXTERIOR DOOR16'-0"
7'-0"
04 SHOWER SEATCONCRETE LANDINGS SHALL BE AT THE SAME ELEVATION/GRADE LEVEL ON EACH SIDE OF AN EGRESS/EXTERIOR/EXIT DOOR THAT IS ATLEAST THE WIDTH OF THE DOOR AND A MINIMUM 36 INCHES IN DIRECTION OF TRAVEL. CRC 2019 SECTION R311.3. EXCEPT FOR EXTERIORLANDINGS WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 2%. LANDINGS SHALL NOT BE MORE THAN 1 12" LOWER THAN THETOP OF THE THRESHOLD. EXECPTION: THE EXTERIOR LANDING OR FLOOR SHALL NOT BE MORE THAN 7 34" BELOW THE TOP OF THETHRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING). 2019 CRC SECTION R311.3 & R311.3.1 10 10NEW OPERABLE SKYLIGHT 24"X24"WIDTH 30 X DEPTH 36" CLEAR FLOOR SPACE FOR NEW ELEC. PANEL. 2019 CEC 110.26(A)(1) & (2)11 1136"30" (N) 2/0 DR.(N) W.H.(N) F.A.U.(N) 2/0 DR.5'-0"6'-4"SHELVE & ROD (N)RETURNAIR 1413(N) HVAC AFUE-80SEE SHEET E1
(N) REGISTER(N) REGISTER
(N) REGISTER
(N) REGISTER
(N) REGISTER
(N) REGISTER
2018CLOSETA647D32123222417
THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE MOVEMENT OFLIQUIDS TO A DRAIN OR TOWARDS THE MAIN VEHICLE ENTRY DOORWAY.PROVIDE 20 MINUTE FIRE RATED SOLID CORE, TIGHT FITTING, SELF CLOSING DOOR W/ SMOKE SEAL.DOORS OPENING BETWEEN A PRIVATE GARAGE AND THE DWELLING UNIT SHALL BE EQUIPPED WITH EITHERSOLID WOOD DOORS OR SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR20 MINUTE FIRE RATED DOORS. DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING. [CRC R302.5.1]CLOTHES DRYER DUCT ROUTE TO VENT TO EXTERIOR. 2019 CMC SECTIONS 504.3 & 504.3.1 & 504.1(1)&(2) NEW FORCED AIR FURNACE SECURELY FASTENED IN PLACE, CMC SEC. 308.1 PROVIDE 24" WIDE WALKWAY WITH MINIMUM 30" DEEP WORK PLATFORM. PROVIDE LIGHT AND RECEPTACLE ADJACENT TO FURNACE. SWITCH TO BE LOCATED AT ATTIC ACCESS ENTRY. CMC 904.10 SEE SHEET EN1 & EN2 FOR SIZINGNEW INDOOR UNIT (FURNACE) SECURELY FASTENED IN PLACE, CMC SEC. 308.1 PROVIDE LIGHT AND RECEPTACLE ADJACENT TOFURNACE. SWITCH TO BE LOCATED AT ACCESS ENTRY. CMC 904.10 SEE SHEET EN1 & EN2 FOR SIZING121314 WATER HEATER SHALL BE INSTALLED SO THAT THE SOURCE OF IGNITION IS AT LEAST 18 INCHES ABOVE THE GARAGE FLOOR WITH 18" HIGH WOOD FRAMING PLATFORM W/3/4" PLYWD. SHTG. PER UMC 303.1.3. WATER HEATER STRAPPING: SEISMIC STRAPPING FOR WATER HEATERS SHALL BE AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 OF VERTICAL DIMENSION OF HEATER. AT LOWER POINT, A MINIMUM DISTANCE OF 4" SHALL BE MAINTAINED ABOVE THE CONTROLS WITHTHE STRAPPING. PER CPC 508.2NEW W.H. 40 GAL. (GAS) WITH (N) (2) SEISMIC MTL. STRAPS TO WALL TO RESIST LATERAL FORCES EQUAL TO 100% OF GRAVITY LOAD.
THE FIRST 5 FEET OF HOT AND COLD WATER PIPES FROM WATER HEATER STORAGE TANK MUST BE INSULATED PER STANDARDS.ALL NEW HOT WATER PIPING FROM THE KITCHEN TO THE WATER HEATER AND ALL OTHER NEW HOT WATER PIPING MUST BE INSULATEDPER CEC STANDARDSVENTS TO EXTERIOR TO PROVIDE ADEQUATE COMBUSTION AIR FOR FUEL-BURNING APPLIANCES AND WATER HEATERS. PER CPC 507& 510.1 VENTS SHALL TERMINATE ABOVE THE ROOF SURFACE AT A LISTED CAP OR LISTED ROOF ASSEMBLY. 2019 CPC SECTION510.6.2(1)222324THE WATER HEATER MUST BE PROVIDED WITH A TEMPERATURE AND PRESSURE RELIEF VALVE HAVING A FULL SIZED DRAIN OFGALVANIZED STEEL OR HARD DRAWN COPPER TO THE OUTSIDE OF THE BUILDING WITH THE END OF THE PIPE NOR MORE THAN 2 FEET OR LESS THAN 6" ABOVE THE GRADE POINTING DOWNWARD, THE TERMINAL END BEING UNTHREADED.21201819LOUVERED 2/0 DOOR TO PROVIDE ADEQUATE COMBUSTION AIR FOR FUEL-BURNING APPLIANCES WATER HEATERS. PER CPC 507 &510.117 (E)ATTICACCESS 17
19 12
1516
15 15
16 CONCRETELANDING(E)(E)(E)(E)
(E) (E)(E)
(E)(E)(E)
(E)
(E)(E)(E)(E)(E)
A63
A61A61
1136"30"
(E) GASMETER (N)LOCATION
NEWWATERHEATER
5' TOTAL LENGTH OF CLOTHES DRYER SMOOTH METAL DUCT TO EXTERIOR. AIR DUCT EXHAUST SHALL TERMINATE TO THE EXTERIOR ANDNOT LESS THAN 3 FEET FROM ANY OPENING IN TO THE BUILDING S C A L E : 1 / 4 " = 1 ' - 0 "A3PROPOSED FLOOR PLAN,CODE COMPLIANCE &DOOR & WINDOWSCHEDULETITLE:10/4/22PAGE:17-18JOB NUMBER:DATE:7 4 7 A M A R I L L O W A YA . P . N . : 0 0 4 - 6 8 3 - 0 1 5 - 0 0 0 THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE DESIGNER, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.N E W A D D I T I O N S A L I N A S , C A . 9 3 9 0 5 1BY: E.R. REVISION DATE: 6/7/22e _ l d e s i g n s @ h o t m a i l . c o m S A L I N A S , C A . 9 3 9 0 1S U I T E 1B U I L D I N GD E S I G N S T U D I OE L1 5 0 C A Y U G A S T .O : ( 8 3 1 ) 2 5 0 - 8 0 6 9& 2X6 PRIMED SPRUCE FASCIA/RAKE:WINDOWS:WALL: Exterior Colors:ROOF:WINDOW:STUCCO:
PROPOSED Exterior Finishes
WHITE VINYL DOUBLE PANE W/ BUG SCREEN3 COATS STUCCOGRAYWHITETAN BROWN ROOF PITCH:OVERHANG: ROOF:4:12 GABLE ROOF2'-0" EAVE -2'-0" GABLE
ALL NEW MATERIALS & COLORS TO MATCHEXISTING SFD
DOWNSPOUTSGUTTER/:4" GUTTER PLASTIC DOWNSPOUTS & BRACKETS@ 3'-0" O.C. MAX W/ SPLASH BLOCKSASPHALT COMPOSITE 4'-4"
THE EXHAUST TERMINATION SHALL BELOCATED MIN. 3' AWAY FROMOPENINGS INTO THE BUILDING. (E) GAS METERCLEARANCES
10D4
T&P VALVE ON WATER HEATER, AND ROUTEOF DISCHARGE LINE TO EXTERIOR. END OFPIPE SHALL NOT BE MORE THAN 2’ NOR LESSTHAN 6” ABOVE THE GROUND. [CPC 608.5] 1D5
NEW REAR ADDITIONF.F. AT 100.0'
(N) COMP. SHINGLES
NEW SFDADDITION
COMP. SHINGLES
(E) COMP. SHINGLES124(N)(N)(E)(E)
124(E)(E)
F.F. AT 100.0'
NEW SFD ADDITION
NEW SFD ADDITION
(N) COMP. SHINGLES
(N)
F.F. AT 100.0'
NEW REAR ADDITION
NEW REAR ADDITIONPLATE AT 108.0'(N) COMP. SHINGLES
(N) DOWNSPOUT &GUTTER
(REAR ELEVATION)EAST ELEVATION4
NORTH ELEVATION2(SIDE ELEVATION)SOUTH ELEVATION3(SIDE ELEVATION) (N) DOWNSPOUT& GUTTER(N) STUCCOPLATE AT 108.0'
NEW SFD ADDITIONPLATE AT108.0'(N)DOWNSPOUT& GUTTER(N)STUCCO 124(E) PLATE AT 108.0'
F.F. AT 100.0'PLATE AT 108.0'
F.F. AT 100.0'(N) STUCCO(N) STUCCO
NEW GARAGE ADDITIONNEW FRONTPORCH ADDITIONEXISTING SINGLEFAMILY DWELLING(N) 150 AMP ELECTRICAL MAINPANEL & METER(N) GAS METER LOCATION F.F. AT 100.0'
PLATE AT 108.0' (N) GARAGE ADDITION
F.F. AT 99.5'
PLATE AT 108.0'STUCCO13'-2"HIGHEST STRUCTURE POINT(N)DOWNSPOUT& GUTTER(E)(N)(E)(E)(E)(E)(E) (FRONT ELEVATION)WEST ELEVATION1
COMP. SHINGLES(E)
EXISTING GARAGEEXISTING SINGLE FAMILY DWELLINGNEW GARAGEADDITION (N) COMP. SHINGLES
a.ALL EXTERIOR LIGHTING SHALL BE UNOBTRUSIVE, DOWN-LIT, HARMONIOUS WITH THE LOCAL AREA, AND CONSTRUCTED OR LOCATED SO THAT ONLY THE INTENDED AREA ISILLUMINATED AND OFF-SITE GLARE IS FULLY CONTROLLED.b.-------------- LEFT BLANK INTENTIONALLY. c.EXTERIOR LIGHT SOURCES THAT WOULD BE DIRECTLY VISIBLE FROM WHEN VIEWED FROM A COMMON PUBLIC VIEWING AREA ARE PROHIBITED. d.THE APPLICANT SHALL PROVIDE SPECIFICATIONS & MANUFACTURE CUTSHEETS OF EXTERIOR LIGHTING WHICH SHALL INDICATE THE TYPE, AND WATTAGE OF ALL EXTERIOR LIGHTFIXTURES AND INCLUDE CATALOG SHEETS FOR EACH FIXTURE.e.THE LIGHTING SHALL COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA ENERGY CODE SET FORTH IN CALIFORNIA CODE OF REGULATIONS TITLE 24 PART EXTERIOR LIGHTING
1.AIR EXHAUST AND INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED WITH CORROSIONRESISTANT SCREENS, LOUVERS, OR GRILLES HAVING AN OPENING SIZE ON NOT LESS THAN ¼ AND NOT MORETHAN 1/2. OPENINGS SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS. R303.6MECHANICAL REQUIREMENT NOTE
1.EACH VENT PIPE OR STACK SHALL EXTEND THROUGH ITS FLASHING ANDSHALL TERMINATE VERTICALLY NOT LESS THAN 6" ABOVE THE ROOF NOR LESSTHAN 1' FROM ANY VERTICAL SURFACE. CPC 906.1V E N T I N G N O T E 3D5(N) ELEC. PANELCLEARANCES30"
SCALE: 1/4 "=1'-0"
SCALE: 1/4 "=1'-0" SCALE: 1/4 "=1'-0"
SCALE: 1/4 "=1'-0"
(N)
3D5
(N)
WATER HEATER CLOSETLOUVERED DOORVENTS TO EXTERIOR TO PROVIDE ADEQUATECOMBUSTION AIR FOR FUEL-BURNING APPLIANCESAND WATER HEATERS. PER CPC 507 & 510.1NEW REAR ADDITION (N) GARAGE ADDITION
EXISTING MAIN DWELLINGNEW FRONTPORCH ADDITIONNEW REARADDITION
EXISTING MAIN DWELLINGNEW GARAGEADDITIONEXISTING GARAGE (N) GARAGE ADDITION
F.F. AT 99.5'
PLATE AT 108.0'(N) COMP. SHINGLES
(N) GARAGE ADDITIONWATER HEATER CLOSET
COMP. SHINGLES(E)
(E)
(E)(E)
(E)
COMP. SHINGLES(E)
SCALE: 1/4 "=1'-0"A4PROPOSED ELEVATIONSTITLE:10/4/22PAGE:17-18JOB NUMBER:DATE:7 4 7 A M A R I L L O W A YA . P . N . : 0 0 4 - 6 8 3 - 0 1 5 - 0 0 0 THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE DESIGNER, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.N E W A D D I T I O N S A L I N A S , C A . 9 3 9 0 5 1BY: E.R. REVISION DATE: 6/7/22e _ l d e s i g n s @ h o t m a i l . c o m S A L I N A S , C A . 9 3 9 0 1S U I T E 1B U I L D I N GD E S I G N S T U D I OE L1 5 0 C A Y U G A S T .O : ( 8 3 1 ) 2 5 0 - 8 0 6 9& NEW ROOF PLAN1SCALE: 1/4 "=1'-0"2'-0"(N)OVERHANG8D4
5D4
6D44:12(N)
4:12(N)
(N) VALLEY2'-0"(E)OVERHANG(N)DOWNSPOUTD26 (N) GUTTER(N) GUTTER(N)DOWNSPOUTD26 (N)DOWNSPOUTD26(N) GUTTER
2'-0"(E)OVERHANG(N) GUTTER(N) GUTTER2'-0"(N)OVERHANG(N)DOWNSPOUTD26(N) GUTTER2'-0"(N)OVERHANG(N)DOWNSPOUTD26 4:12(E)
4:12(E)(E) RIDGE
4:12(E)2'-0"(E)OVERHANG4:12(E)
4:12(E)
4:12(E)(E) RIDGE(E) RIDGE
4:12(E)(E) RIDGE2'-0"(N)OVERHANG
4:12(E)(E) RIDGE
4:12(E)
4:12(E)2'-0"(E)OVERHANG
2'-0"(E)OVERHANG
(N) RIDGE(N) RIDGE
4:12(N)
4:12(N)7D4
(N) VALLEY
(N) SADDLE2%(N)2%(N) (N)SKYLIGHT
(N) VENTS(N) VENTS
(N) RIDGE4:12(N)4:12(N)8D4
1D4
6D4
1.A CLASS "A' ROOF COVERING IS REQUIRED. R902.1 CRC2.EXTERIOR WALL COVERING OR WALL ASSEMBLY SHALL BEAPPROVED NONCOMBUSTIBLE MATERIAL, IGNITION-RESISTANTMATERIAL, HEAVY TIMBER, LOG WALL CONSTRUCTION OR SHALLMEET THE PERFORMANCE CRITERIA OF STANDARD SFM 12-7A-1FOR 10 MINUTE DIRECT FLAME CONTACT EXPOSURE TEST.[§R337.7.3 CRC]G E N E R A L N O T E S
REQUIRED VENTILATION (NEW ADDITION)
THE CAL-GREEN MANDATORY REQUIREMENTS ARE LOCATED ON SHEET GB. 1C A L G R E E N N O T E S ROOF ATTIC VENTILATION CALC'SNEW GUTTERSSLOPE DIRECTION ARROWNEW DOWNSPOUTS WITH SPALSH BLOCKSNEW ROOF LINE 6D24D4 THE REQUIRED VENTILATION AREA RATIO IS 1/150 OF ATTIC AREA.EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300PROVIDED THAT (2) NOT LESS THAN 40 % (PERCENT) AND NOT MORETHAN 50 % (PERCENT) OF THE REQUIRED VENTILATING AREA IS PROVIDEDBY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTERSPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET(914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASUREDVERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDEDBY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOFFRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPERVENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THERIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. CRC SECTIONR806.2 EX.(2) VENT AND INSULLATION CLEARANCE. WHERE EAVE OR CORNICEVENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOWOF AIR. NOT LESS THAN A 1-INCH (25MM) SPACE SHALL BE PROVIDEDBETWEEN THE INSULATION AND THE ROOF SHEATING AND AT THELOCATION OF THE VENT. CRC SECTION R806.3
NEW CALIFORNIA FRAMING
EXISTING ROOF LINE
ATTIC AREA TO BE VENTILATED : (NEW) = 148 SQ. FT.VENTILATED AREA REQUIRED = (1 / 150 ATTIC AREA)148 SQ. FT. / 150 = 0.98 SQ. FT. OF VENTVENT SIZE (eave vent) 3.5 x 22.5" / 144 = 0.54 SQ. FT.0.98 / 0.54 = 1.82 VENTS REQUIREDVENTS PROVIDED = 2 EAVE VENTS(N)EAVE VENTSVENTILATION OPENINGS: EAVE VENTS SEE SHEET D4 DETAIL #4VENTILATION OPENINGS TO HAVE 1/6" MINIMUM AND 1/4" MAXIMUMCORROSION-RESISTANT METAL WIRE MESH SCREENING. CRC SECTIONR806.15D4
ROOF LEGEND
VENTILATION OPENINGS: ROOF EYEBROW VENTS (O'HAGIN VENT)O'HAGIN TAPERED LOW-PROFILE VENTS NONCOMBUSTIBLE MATERIALVENTILATION OPENING 72.0 SQUARE INCH OF NET AREA EACH VENT. 1D4D44
2'-0"(N)OVERHANG(N)DOWNSPOUTD26
S C A L E : 1 / 4 " = 1 ' - 0 "A5ROOF PLANTITLE:10/4/22PAGE:17-18JOB NUMBER:DATE:7 4 7 A M A R I L L O W A YA . P . N . : 0 0 4 - 6 8 3 - 0 1 5 - 0 0 0 THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE DESIGNER, AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.N E W A D D I T I O N S A L I N A S , C A . 9 3 9 0 5 1BY: E.R. REVISION DATE: 6/7/22e _ l d e s i g n s @ h o t m a i l . c o m S A L I N A S , C A . 9 3 9 0 1S U I T E 1B U I L D I N GD E S I G N S T U D I OE L1 5 0 C A Y U G A S T .O : ( 8 3 1 ) 2 5 0 - 8 0 6 9&