t1 project information layout - sierracounty.ca.gov

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet

Firm Name and Address

Owner Address

17894 Tyler Foote RoadNevada City, California, 95959(530) [email protected]

Bruce E. Boyd, Architects & Planners

SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118

SIERRA COUNTY HEALTH DEPT.207 FRONT STREETLoyalton, California, 95936

PROJECT INFORMATION

T1KTG

238

8-22-2018

Assessors Parcel Number: AP#: 017-112-002-0Parcel Site Address: 207 Front St.

LOYALTON CALIFORNIA 96118Owner: Sierra County Department of Behavioral Health704 Mill St., Loyalton California 96118

Contact: Bruce E. Boyd, Project Architect530-265-5280

BUILDING CLASSIFICATION & OCCUPANCY

ZONING DISTRICT: R-1 Residential

OCCUPANCY: B- Office

Parcel Size: 0.11 Acre, 5,000 s.f.

TYPE: V-B: No Hour

STRUCTURAL DESIGN CRITERIA

ELEVATION = 4,957 FTROOF LL = 80 PSF(snow)ROOF DL = 12 PSFFLOOR LL = 50 PSFFLOOR DL = 15 PSFWIND: 110 MPH, EXP CSEISMIC CLASS: DSEISMIC DESIGN CATAGORY D /ALLOWABLE SOILBEARING 2,000 PSF

SQUARE FOOTAGE CHART

Existing Building Area: 1,162 sf

Area to be Demolished: 315 sf

New Addition Area: 831 sf

Total Building Area: 1,693 Gross sf

WILDLAND/URBAN INTERFACEREQUIREMENTS

ALL MATERIALS USE SHALL COMPLY W/ CRCSECTION R337.7 REQUIREMENTS FOREXPOSURE TO WILDFIRE.SEE SHEET T-2 FOR PECIFIC

REQUIREMENTS

OWNER:Tim Beals, DirectorPublic Works DepartmentCounty of SierraP.O. Box 530Downieville, Ca 96118530-289-3251

PROJECT ARCHITECT:Bruce E. Boyd17894 Tyler Foote RoadNevada City CA [email protected]

CIVIL ENGINEER (STRUCTURAL):Jeff Dizon940 Cole RoadMeadow Vista CA 95722530-878-8722

MECHANICAL ENGINEER & TITLE 24:COMPUCALC19446 CASTLE PEAK DR.RIVERSIDE CA 92508530-268-8722

[email protected]/CALT.BLDG.BLKGCONC.CONT.C. J.CLG.DIA.DISP.D.F.(E)EA.E.W.EXT.F.F.F.G.F.G. #FHWSFNGA.GYP. BD.HTSINSUL.INT.MAX.MFGMDFMIN.MTD(N)NTSO.C.O.H.PLYP.T.RDWDREQDR.O.SIM.THKTYP.UNOw/

ATANCHOR BOLTASPHALT CONCRETEALTERNATEBUILDINGBLOCKINGCONCRETECONTINUOUSCONTROL JOINTCEILINGDIAMETERDISPENSERDOUGLAS FIREXISTINGEACHEACH WAYEXTERIORFINISH FLOORFIBERGLASSFINISH GROUP DESIGNATIONFLAT HEAD WOOD SCREWSFINISH NAILGAGEGYPSUM BOARDHEIGHTSINSULATIONINTERIORMAXIMUMMANUFACTURERMEDIUM DENSITY FIBERMINIMUMMOUNTEDNEWNOT TO SCALEON CENTEROVERHANGPLYWOODPRESSURE TREATEDREDWOODREQUIREDROUGH OPENINGSIMILARTHICKTYPICALUNLESS OTHERWISE NOTEDWITH

GENERAL REQUIREMENTS

PROJECT DIRECTORY

PROJECT INFORMATIONINDEX

TITLE

PROJECT DESCRIPTION &GENERAL NOTES

SHEET

T-1

A-1

A-2

A-3

S-1

S-2

SITE PLAN & ROOF PLAN

ROOF FRAMING PLAN & DETAILS

TYPICAL DETAILS AND NOTES

A-5

FOUNDATION PLAN & DETAILS

EXISTING CONDITIONS,DEMOLITION PLAN & NOTES

S-4 STRUCTURAL SECTIONS

FLOOR PLAN

VICINITY MAP

S-3

INTERIOR ELEVATIONS,SECTIONS & DETAILS

1. CODES AND REGULATONS: ALL WORK, MATERIALS, AND EQUIPMENT PROVIDED OR SUPPLIED BY THE CONTRACTOR SHALL CONFORM TO ALL LATEST ADOPTED LOCAL AND STATE CODES INCLUDING THE FOLLOWING:

2016 CALIFORNIA BUILDING CODE2016 CALIFORNIA ELECTRICAL CODE2016 CALIFORNIA PLUMBING CODE2016 CALIFORNIA MECHANICAL CODE2016 CALIFORNIA ENERGY CODE & 2008 BUILDING ENERGY EFFICIENCY STANDARS ALL CBC STANDARS AND PRODUCT APPROVALS2016 CALGREEN RESIDENTIAL BUILDING STANDARDS CODE

1. IT IS THE RESPONSIBILITY OF THE OWNER TO OBTAIN ALL REQUIRED CITY & COUNTY PERMITS FOR THE WORK. ALL WORK MUST BE DONE UNDER THE SUPERVISION OF THE COUNTY BUILDING DEPARTMENT. AN INSPECTION RECORD SHALL BE MAINTAINED AT THE JOB SITE.

2. EXAMINATION OF PERMISES: THE CONTRACTOR SHALL EXAMINE THE SITE BEFORE SUBISSION OF A BID. NO ALLOWANCE WILL BE MADE FOR LACK OF FULL KNOWLEDGE OF ALL CONDITIONS EXCEPT SUCH CONDITIONS AS ARE UNDETERMINABLE BEFORE COMMENCEMENT OF WORK.

3. CONSTRUCTION PROCEDURE: PRE-CONSTRUCTION CONFERENCE. PRIOR TO THE START OF CONSTRUCTION A CONFERENCE WILL BE CALLED FOR THE PURPOSE OF REVIEWING THE CONSTRUCTION PROGRAM WITH THE CONTRACTOR. A DETAILED STEP-BY-STEP PROCEDURE AND SCHEDULE SHALL BE AGREED UPON BETWEEN THE OWNER, CNTRACTOR AND ARCHITECT.

4. TIME OF COMPLETION: THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL COMMENCE UPON THE SIGNING OF THE AGREEMENT BETWEEN CONTRACTOR AND OWNER AND SHALL BE COMPLETED WITHIN A PERIOD OF 180 CONSECUTIVE CALENDAR DAYS FROM THE DAY OF SIGNING OF THE ARTICLES OF AGREEMENT.

5. WORKMANSHIP: IT IS THE INTENT OF THESE SPECIFICATIONS TO INSURE THAT GOOD NEAT AND SKILLED WORKMANSHIP BE APPLIED TO ALL ASPECTS OF THE WORK AND THAT ALL MATERIALS WHETHER NEW OR REUSED CONTRIBUTE TO MAKING A COMPLETE AND FINISHED JOB. A SUBCONTRACTOR PROCEEDING OVER THE WORK OF ANOTHER CRAFT SHALL CONSTITUE HIS ACCEPTANCE OF SAID PRIOR WORK.

6. CLEANUP DURING CONSTRUCITON: IT IS REQUIRED THAT THE ENTIRE SITE BE KEPT IN A NEAT AND ORDERLY CONDITION AND THE ARCHITECT MAY AT ANY TIME DURING CONSTRUCTION, ORDER A GENERAL CLEANUP OF THE PREMISES AS PART OF THE WORK UNDER THIS SECTION. DISPOSE OF WASTE, TRASH AND DEPRIS IN A SAFE, ACCEPTABLE MANNER, IN ACCORDANCE WITH APPLICABLE LAWS AND ORDINACES AND AS PRESCRIBED BY AUTHORITES HAVING JURISDICITON.

7. FINAL CLEANUP: PRIOR TO FINAL INSPECTION, THOROUGHLY CLEAN THE ENTIRE SITE OF THE WORK AND PUT IT INTO A NEAT, ACCEPTABLE CONDITION. REVOE FROM THE ENTIRE SITE ALL CONSTRUCTION WASTE AND UNUSED MATERIALS, LITTER, AND ALL DEBRIS OF ANY DESCRIPTION RESULTING FROM THE WORK. HOSE DOWN AND SCRUB WHERE NECESSARY ALL NEW CONCRETE AND ASPHALT PAVEMENT AND WALKS DIRTIED AS A RESULT OF THE WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL CLEANING OF ALL WORK UNDER THIS CONTRACT.

8. OWNER SUPPLIED WORK NOT IN THIS CONTRACT: NOTE THAT THE FOLLOWING WORK OR EQUIPMENT IS NOT INCLUDED IN THIS CONTRACT, BUT WILL BE SUPPLIED BY THE OWNER. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ARHITECT TO INSURE THAT OWNER- SUPPLIED MATERIALS ARE INSTALLED IN A CORRECT AND TIMELY MANNER. THE FOLLOWING WORK OR MATERIAL IS NOT PART OF THIS CONTRACT AND WILL BE SUPPLIED BY THE OWNER: A. APPLIANCES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMING OF DELIVERY OF OWNER SELECTED APPLIANCES AND THE INSTALLATION OF ALL APPLIANCES AND EQUIPMENT. THE CONTRACTOR SHALL VERIFY THE PROPER FUNCTIONING AND OPERATION OF ALL EQUIPMENT AND APPLIANCES. B. OTHER ITEMS A DETERMINED BY OWNER IN CONSULTATION W/ CONTRACTOR. C. COMPUTER NETWORK TERMINATIONS UNO D. WIRELESS NETWORKING, TELEVISION, AND SPEAKER WIRING.

9. CONTRACTOR MUST COMPLY WITH RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFTEY AND SANITARY LAWS, CODES, STATUTES AND ORDINANCES. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION, AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES AHLL BE THE RESPONSIBILITY OF THE CONTRACTOR.

10. CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE JURSDICTION AS TO HOURS OF WORK.

11. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES FOLLOWING THEM.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HIS JURISDICIOTN.

13. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPCIFIED. WHERE THE TERMS "EQUAL TO" OR "APPROVED EQUAL" ARE USED, THE DESIGNER SHALL DETERMINE EQUALITY BASED ON INFORMATION SUBITTED BY THE CONTRACTOR.

14. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF AT LEAST ONE(1) YEAR FROM APPROVAL FOR FINAL PAYMENT.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS WORK.

16. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS SHALL GOVERN SMALLER SCALE.

17. VERIFY LOCATION OF ALL UTILITES, SEWERS, DRAINS, EASEMENTS, BUILDING LOCATIONS, DIMENSION, AND OTHER PERTINENT SITE INFORMATION.

18. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN PLATES OR EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY.

19. VERIFY ALL DIMENSIONS OF EXISTING BUILDING. WORK INCLUDES BUILDING WIDTH TO EXT. SHEATHING, FLOOR HEIGHT, TOP PLATE HEIGHT, PITCH OF EXISTING ROOF FRAMING.

20. COORDINATE ALL WORK, INCLUDING TRUSSES, TO FINISH FLUSH WITH EXISTING BUILDING IN WIDTH, HEIGHT, PITCH & FLOORS.

1. Demolition of a portion of an existing building that wasrenovated in 2009. All hazardous materials were abated atthat time.

2. Construction of a new addition of 831 sf to house,including a kitchen, ada restroom, offices, and utlity room.Work includes new framing, siding interior finishes, doors andwindows, plumbing, extension of existing mechanical system,lighting, and electrical work.

3. Construction of a new ada compliant ramp from arequired second exit, new walkways and a new covred porch.

4. New roofing sheathing and roofing.

5. Interior and exterior painting.

6. Floor & other finishes

PROJECT DESCRIPTION

ADA TYPICAL DETAILST-2

T-3 GENERAL NOTES

T-4 BEST MANAGEMENT PRACTICES

A-4 EXTERIOR ELEVATIONS

M&P-1 MECHANICAL & PLUMBING PLANS& NOTES

E-1 ELECTRICAL PLAN & NOTES

T-24.1 TITLE 24 REPORTS

S-5 CEILING FRAMING PLAN

1

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


ADA TYPICAL DETAILS

T2KTG

238

8-22-2018

KGallino

Snapshot

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


GENERAL NOTES

T3KTG

238

8-22-2018

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


SITE & ROOF PLANS

A1.0KTG

238

8-22-2018

S2.0

4

S2.0

4

11'-10"

5'-4"

12

'-10

"

20

'-10

"

NEWELECTRICAL

METER TO REPLACEEXISTING

RELOCATE (E)L.P.G. TANK

TO NEW LOCATION

(E) L.P.GTANK

NEW LANDING

(E) RAMP

HO

OK U

P TOSEW

ER LIN

E @ (E) C

LEAN O

UT

PRV, SHUTOFF & UNION

FRONT STREET

FIRST STREETSEWER

GUTTER

CURB

PP

SHED TOBE REMOVED

F/C

GUTTER

CURB

SIDEWALK

CL

CL

WATER

RAM

P

(E) RAM

P

ENTR

Y

NEW SIDEWALK

NEW

WALKW

AY

100

'

100'

50'

50'

50'

SIM

W

W

WW

12

B A

AA

BB

NEW ROOF

EXISTING ROOF

NEW GUTTER

NEW GUTTER

NEW GUTTER

CALIF. FRAMING

11/1

2

11/1211/12 5/12

RIDG

E LINE

SCALE: 1/8" = 1'-0"NEW SITE PLAN

SCALE: 1/8" = 1'-0"ROOF PLAN

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


EXISTING CONDITIONS,DEMOLITION PLAN & NOTES

A2KTG

238

8-22-2018

2'-1

0"

11

"8'-2

1/2

"14

'-1/2

"

3'-9

"2

2'-3

"6

'-1"

32

'-1"

5'-11 1/4"3'-8 3/4"2'-10"7'-6"2'-10"1'-5 1/4"

4'-6 1/4"5'-6 1/2"

9'-8"14'-7 1/4"

24'-3 1/4"10'-3/4"10'

44'-4"

2'-1

0"

12

'-2 1

/4"

11

'-9 3

/4"

5'-1

0"

3'-1

0 1

/4"

2'-5

3/4

"5'-8

3/4

"6'-1

1/4

"

26

'-10

"5

'-3"

32

'-1"

7'-1 1/4"7'-3 1/4"

5'-9

1/4

"2'-5

1/4

"8'-3

"5'-9

1/4

"2'-9

"2'-4

"1'

14'-4 1/4"4'-7"14'-10 3/4"10'-6"

3'-2 1/4"1'-9 1/2"9'-11"9'1'-6"

44'-4"

5'-1

1"

8'-1

/4"

6'-1

"

3'

RMOVE SIDING THIS WALLCUT OPENING AS PER DRAWING

LEGEND

EXISTING WALLS

WALLS TO BE REMOVED

NOT TO SCALEDEMOLITION PLAN

SCALE: 1/4" = 1'-0"AS BUILT DEMO PLAN

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


FLOOR PLAN

A3.0KTG

238

8-22-2018

WD

F

D

4 4

1

1

1

1 2 2

3

2

D

B

G

E E

F

A

C

HW

1A-01

1

2

3

1A-01 1

1A-01

1

2

1 2

B

A

T219

T218

1A-01 1

2

1A-01

1

2

1A-01 1

5'-11 1/4"3'-8 3/4"2'-10"7'-6"2'-10"5'-11 1/2"5'-6 1/2"4'4'4'4'3'-6 1/2"2'-9"5'-2 1/2"4'-6"

9'-8"13'-2"11'-6"8'8'6'-3 1/2"9'-8 1/2"

66'-4"

2'-1

0"

12

'-2 1

/4"

11

'-9 3

/4"

5'-1

0"

3'-1

0 1

/4"

2'-5

3/4

"5'-8

3/4

"6'-1

1/4

"

26

'-10

"6'

32

'-10

"

7'-1 1/4"7'-3 1/4"

14'-4 1/4"4'-7"5'-4 3/4"10'15'-3"16'-9"

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

5'-1

1"

66'-4"

4'-2

3/4

"4

'-2 3

/4"

3'-6

1/2

"3

'-6 1

/2"

4'-2

3/4

"4

'-2 3

/4"

8'-5

1/2

"7'-1

"8'-5

1/2

"

24

'

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

7'-4

3/4

"4

'-6"3' 3'-7 1/2" 5'-3 1/2"

1'-6" 3' 2'-5 1/2" 4'-7" 3' 5"

8' 1'-6 1/2" 3'-4

1/4

"

4'-8"

2'

A

A

B B

FRP ALLWALLS

FRP ALLWALLS

18"X24"ACCESS HATCH

CLIENT CENTER

ACTIVITY ROOM

T/C

(E) HVAC

CONFERENCE ROOMADA

SHOWERROOM

KITCHEN

REST ROOMUTILITY

HALL

OFFICE

OFFICE

OFFICE104

105

106

107

103

108109

110

102

112

111

101

100

ENTRY

113

HW

RAMP 1:12

FE

FE

NSCALE: 1/4" = 1'-0"1st Floor

3 FE INDICATES LOCATION OF 5LB FIRE EXTINGUISHER

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


EXTERIOR ELEVATIONS

A4.0KTG

238

8-22-2018

S4.02

S4.01

VERIFY ROOF PITCHOF EXISTING ROOF, MATCH

NEW ROOF TO EXISTING

SIDING TOMATCH EXISTING

CRAWL SPACE ACCES SEE DETAIL 4/A5.0

11

12

11

12

4

12

NEW CLASS "A"COMP ROOFING

NEW HARDI LAPSIDING

NEW HARDI LAPSIDING

ADDITIONEXISTING

11

12

4

12

11

12

A5.03

A5.02

A5.011

2' P

LATE

HT

VER

IFY

ADDITION EXISTING

11

12

4

12

11

12

HARDIE SIDING EXISTING SIDING

25

'-5 1

5/1

6"

11

12

11

12

4

12

SCALE: 1/4" = 1'-0"West

SCALE: 1/4" = 1'-0"North

SCALE: 1/4" = 1'-0"South

SCALE: 1/4" = 1'-0"EAST

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


INTERIOR ELEVATIONS, SECTIONS& DETAILS

A5.0KTG

238

8-22-2018

1 2 3

1 1 2 21

1

1 2

3'

4'

2'-5

"

1'-7

"

17"-18"

33

"-3

6"

3'-4

" 1'

3'-6"2'-0"

24"X36" MIRROR

KITCHEN KITCHEN KITCHEN

UTILITY REST ROOM REST ROOM

DRYWALLABOVE FRP

HEI

GHT

OF

FRP

PANEL

S

MIN

UTILITY ROOMUTILITY ROOM

DRYWALLABOVE FRP

DRYWALLABOVE FRP

HALL

SHOWER SHOWER

DRYWALLABOVE FRP

NEW HARDIE7/16 LAP SIDING

EXISTING 7/16"METAL LAP SIDING

NEW SHEATHING TOFINISH FLUSHTO EXISTING 1X8 SIDING

7/16" OSBSHEATHING

HARDIE 8"LAP SIDING

HOUSE WRAP

HARDIE 1X4TRIM

SIERRA PACIFICSINGLE HUNGWINDOWS

SIERRA PACIFICCASING ALL

PAINT GRADEJAMB EXTENSIONS

5/8" GYP. BD

2X6 STUD WALL

1X4 HARDITRIM

2X6 STUD WALL

7/16" SHEATHING

1X8 HARDISIDING

HOUSEWRAP

5/8" GYP. BD

1'-6

"

1-1/2" DRAIN ROCK

1/2" HDG MESH SCREEN

48"W X 21"D MIN ACCESS WELLEVERLAST OR EQUAL. HDG OR POLY

24"W X 18"H MIN ACCESS THRUFOOTING

4X8 HEADER AT OPENING

28"X22"H ACCESS PANEL. HARDIEPANEL W/ #12 X 1 1/2" HDG SCREWS

SCALE: 1/4" = 1'-0"INTERIOR ELEVATIONS

SCALE: 3/4" = 1'-0"1 SIDING DETAILSCALE: 1 1/2"= 1'-0"

2 WINDOW TRIM & CASING SECTIONSCALE: 3/4" = 1'-0"3 EXT. TRIM @ CORNER

SCALE: 3/4" = 1'-0"4 ACCESS WELL & HATCH

NOTE: ALL WALLS IN ROOMS 109, 110, & 113 SHALL HAVE FRP WAINSCOT & COVED BASE.

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


TYPICAL DETAILS & NOTES

S1.0KTG

238

8-22-2018

6

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


FOUNDATIONS PLAN & DETAILS

S2.0KTG

238

8-22-2018

8" M

IN

18" SQ

EQ.EQ.

18

" MIN

UND

ERFL

OO

R J

OIS

T

12

" MIN

.U

ND

ERG

IRD

ERS

SIZ

E PE

RPL

ANS

2X BLOCKING OVER GIRDERS

SUB FL. PER PLANS

FLOOR JOIST PER PLANS

PIER FTG'S 24" SQUARE ANDLARGER PROVIDE #4 REBAR @12"O.C. EA. WAYOR PER PLANS

4X8 GIRDER

USE BCS POST CAP EACH POST

PTDF#1 4X6 POST

PRE CAST CONC. PIER w/METALSTRAPSWET SET INTO FOOTING1" MIN. EMBEDMENT.

2X STUDS @ 16"O.C.

BOTTOM OFFLOOR FRAMING

12

"

3"

3"

6"

8"

6"

IF PONY WALL IS 14" OR LESS PROVIDE3/8" CD-X PLYWOOD ON INSIDE ALSO

ANCHOR BOLTS PER FND. PLANOTHERWISE PROVIDE 1/2"X10"A.B.w/MIN. 7" EMBEDMENT, @ 6'-0' o.c.12" FROM ENDS, MIN 2 PER MUDSILL.A.B.S TO HAVE 2"X2"X3/16" WASHER

2X6 P.T.D.F. MUDSILL

18

" M

IN.

MIN. (2) #4 REBAR IN FTG& MIN. (1) IN WALL CONTINUOUS.MAX.24"o.c. HORIZONTALS

EQ

12"

EQ

A11

A11

A14

A12

A13

4

4

4

4 4

4

4

A54

S27

1 2

B

A

24

'6'

3'

8'

8'

8'

4'

2'

16' 16'

8'-2 3/4" 7'-9 1/4"

32' 10'

8'-11" 5'-4" 17'-9"

32'

5'-3"

12

'

4x8 DF#2 GIRDER

18" SQ PIERS TYP.

CONC. SLAB.

CONC. STEP

NEW PIER W/ 4X4 POSTTO (E) GIRDER

3/4" C-C-X SUBFLOOR

2x8 DF#2 FLOOR JOIST@16" O.C. TYP.

CONC. SLAB

VER

IFY

L=14'

L=5'

L=5'

L=4'L=5'

L=12'

L=7'

2-2

X8 J

OIS

T

SUBLOORS TO FINISH FLUSH

A

B

1'-4"

#4 REBAR DOWEL IN2" D X 4" HOLEGROUT DOWEL

2X8 FLOOR JOIST@ 16" O.C.

NEW 3/4" SUBFLOOR

EXISTING FOOTING

NEW FOOTING

12"

EQ.

EQ.

MIN. (2) #4 REBARCONTINUOUS. MAX.24"o.c.HORIZONTALS

CB66 POST BASE

6X6 POST

12

"8

"

4" CONC. SLAB w/ 6X6, 10/10 W.W.M.OR #4 REBAR @ 24"O.C. EA. WAY,@ MID DEPTH. SLAB OVER VAPOR BARRIEROVER 4" GRAVEL BASE OVER NATURAL GRADE

16GA METAL FLASHINGWERE SLAB MEETS ALL

4

3

1

7/16" OSB w/ 8d @ 4" O.C. EDGE NAILING 1/2" ANCHOR BOLTS @ 32"O.C. w/ .229 STEEL PLATE 3"x3" WASHERS @ 2x SILL PLATE. DBL2x VERTICAL MEMBER w/ 16d @ 6" O.C. STAGGERED @ ABUTTING JOINTS

SHEAR WALL SCHEDULE

7/16" OSB w/ 8d @ 3" O.C. EDGE NAILING 1/2" ANCHOR BOLTS @ 16"O.C. w/ .229 STEEL PLATE 3"x3" WASHERS 2 2x SILL P;LATE.DBL 2x VERTICAL MEMBER w/ 16d @ 6" O.C. STAGGERED @ABUTTING JOINTS.

"SIMPSON" HDU4 HOLDOWN w/ "SIMPSON" SSTB16 ANCHORBOLT TO 3x OR 4x STUD.

"SIMPSON" HDU2 HOLDOWN w/ "SIMPSON" SSTB16 ANCHORBOLT TO 3x OR 4x STUD.

"SIMPSON" MSTA30 STRAP CENTERED OVER FLOOR FRAMING.

INDICATES 7/16" OSB STRUCTURAL 1 SHEATHING

ALL WALLS SHEATHED W/7/16" OSB OR 7/16" HARDIE PANEL W/ 1/2" x 9"A.B. @ 48" O.C. W/ .229x3"x3" STEEL PLATE WASHERS W/ 8d @6" @ DLLBASES

NOTES:1. SET BOLT IN (E) FOOTING STEM WALLW/ SIMPOSN EPOXY TTE MIN EMBEMENT 8"

4" CONC. SLABW/ #4 REBAR @ 18" O.C.

4" CONC. SLABW/ #4 REBAIR @ 18" O.C.

RAILING SEE DETAILT2.0

SIMPSON HDU2 TO'2X6 STUD

SIMPSON SDS 1/4X4"@ 8" O.C. STAGGERED

NEW FOOTING& STEM WALL

NEW SUBFLOORFRAMING

SIMPSON HDU2 TO'2X6 STUD E.R. 2X4 STUD

FRAMING

NEW OSBSHEATHING

NEW EXISTING

ELEVATION PLAN

NEW EXISTING

SCALE: 1/2" = 1'-0"2 INTERIOR PIER DETAIL

SCALE: 3/4" = 1'-0"1 STEM WALL DETAIL

SCALE: 1/4" = 1'-0"FOUNDATION PLAN

SCALE: 3/4" = 1'-0"3 REBAR DOWEL TO (E) FOOTING

SCALE: 3/4" = 1'-0"4DECK SLAB DETAIL

SCALE: 1 1/2"= 1'-0"5SIDEWALK TYP.

SCALE: 3/4" = 1'-0"6 RAMP DETAIL

SCALE: 3/4" = 1'-0"7HOLDOWN CONN. TO (E) WALL

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address

9/17/18CORRECTIONS1



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


ROOF FRAMING PLAN & DETAILS

S3.0KTG

238

8-22-2018

1 2

B

A

S4.02

S3.04

S3.02

S3.03

1'

1'

1'

6"

1'

6"

A

A

B B

32"X48" ATTICACCESS HATCH

"T" BRACE EACH POST

4X4 POST TO RIDGEBOARD

SIMPSON L50EA. RAFTER

CALIF. FRAMING

TRUSS "A" @24" O.C.

6X12DF#1

6X12DF#1

6X6DF#1

6X6DF#1

6X8DF#1

6X8DF#1

6X6DF#1

6X6DF#1

6X6DF#1

6X6DF#1

6X6DF#1

6X6DF#1

6X6DF#1

6X6DF#1

6X6DF#1

TRUSS "B" @24" O.C. EXISTING ROOF FRAMING

2X6 RAFTERS @ 24" O.C.

11

/12

11

/12

11/12

5/1

2

22

"X3

3"

ATTI

C A

CC

ESS

REMOVE (E) ROOFING & SKIP SHEATHINGREPLACE W/ 5/8" STRUCTURAL 1 PLYWOOD

(N)2X10 RIDGE BOARD

4X8

DF#

2

4X8

DF#

2

1X8 TRIM

2X EAVE BLOCKING

2X6 STUDWALL

CROWN MOLDING

2X8 TRIM

HARDIE SOFFIT

HINGLE MOLDING

H1 TO EA.RAFTER

CS16 COIL STRAPCONT. ACROSS 2-

STUD BAYS EA. SIDE

4x8 HEADER

2X4 BLOCKING

CLASS "A" ASPHALT SHINGLES

HDG L FLASHING ANDCOUNTER FLASHING

HARDIE LAP SIDINGW/ VAPOR BARRIER

5/8" OSB ROOF SHEATHING

OGEE GUTTER

2x8 LEDGER W/ 3 -3 1/2" LEDGER LOCKS

2-16d's EA. STUD

5

12

CLASS "A" ASPHALT SHINGLES

HDG L FLASHING ANDCOUNTER FLASHING

HARDIE LAP SIDINGW/ VAPOR BARRIER

5/8" OSB ROOF SHEATHING

OGEE GUTTER

2x8 LEDGER W/ 3 -3 1/2" LEDGER LOCKS

2x BLK'G 2x BLK'G

6x12

SHINGLE MOLD

6X6 POST W/SIMPSON 12"x12" "T"CONNECTORS

2x6 RAFTERS @ 24" O.C.W/ A35'S @ EACH END

5

12

1 1

1

SCALE: 1/4" = 1'-0"ROOF FRAMING PLAN

SCALE: 3/4" = 1'-0"1 EAVE BOARD TRIM

SCALE: 1/2" = 1'-0"3 STRAPPING AT OPENINGSCALE: 3/4" = 1'-0"4 UTILITY ROOM SECTION

SCALE: 3/4" = 1'-0"2 PORCH SECTION

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


STRUCTURAL SEC TIONS

S4.0KTG

238

8-22-2018

12

'-6"

10

'HEADERPER PLANS

3/4" T&G PLY. WDSUB FLOOR

5/8" GYP. BD

2X8 DF#2FLOOR JOIST@ 16" O.C.

2x4 STUDS@ 16" O.C.

GIRDERPER PLANS

4" CONC. SLABO/2" SAND

O/ VAPOR BARRIERO/ 4" GRAVEL

2X6 RAFTERS@24" O.C.

BEAM PERPLANS

R-38 INSULATION

R-30 INSULATION

CLASS "A" COMP ROOFINGTO MATCH THE EXISTING

OVER #30 FELTOVER 5/8" SHEATHING

PRE-ENGINEEREDTRUSSES @ 24" O.C.

HORIZ. SIDING TO MATCHEXISTING

OVER HOUSE WRAPR-21 INSULATION 2x6 STUDS

@ 16" O.C.

KITCHEN HALL UTILITY

11

12

11

12

S4.01

10

'12

'-6"

2X8 DF#2FLOOR JOIST@ 16" O.C.

R-38 INSULATION

R-30 INSULATION

CLASS "A" COMP ROOFINGTO MATCH THE EXISTING

OVER #30 FELTOVER 5/8" SHEATHING

PRE-ENGINEEREDTRUSSES @ 24" O.C.

Z. SIDING TO MATCHEXISTING

VER HOUSE WRAP2X8 DF#2

CEILING JOIST@ 24" O.C.

3/4" T&G PLY. WDSUB FLOOR

2x6 STUDS@ 16" O.C.

5/8" GYP. BDR-21 INSULATION

2x4 STUDS@ 16" O.C.

REMOVE (E) ROOFING & SKIP SHEATHINGREPLACE W/ 5/8" STURCTURAL 1 PLY

2x10 RIDGE BOARDNEW 2x8 RAFTERS #

24" O.C.

11

12

ACTIVITY ROOM(E) HVACCONFERENCE ROOMADASHOWERROOM

KITCHENHALLOFFICE105 107 103

110

102 111 101ENTRY

EXISTINGADDITION

SIMPSON L50EA. RAFTER

"T" BRACE AT 6X6 POST

SCALE: 1/4" = 1'-0"A

SCALE: 1/4" = 1'-0"1

NOT TO SCALE1 California Framing Notes & Detail

SCALE: 3/4" = 1'-0"2 POST TO BEAM CONNECTION

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


CEILING FRAMING PLAN

S5.0KTG

238

8-22-2018

1 2

B

A

2X8 LEDGER2X8 LEDGER

2X8 LEDGER

2X8 LEDGER

4X6

DF#

2

4X6 DF#2

4X6

DF#

2

4X6

DF#

2

2x8 CEILING JOIST@ 24" O.C.

2x8 CEILING JOIST@ 24" O.C.

SCALE: 1/4" = 1'-0"CEILING FRAMING PLAN

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


MECHANICAL & PLUMBING PLANS &NOTES

M&P1.0KTG

238

8-22-2018

WD

F

1 2

13

12

14

9

HW

8 6 7

10

11

3 4

1 2

B

A

A

A

B B

RELOCATEDLPG TANK

NEW 3/4" L.P.G. LINE

PRV SHUT OFFAND UNION

CONNECT NEW MAIN 4"WASTE LINE TO (E) SEWER

C.O.

LPG 1" ID

LPG

LPG

LPG

LPG

LPG

HW

1 2

B

A

A

A

B B

6"

7"

6"

6"

6"10"

12"

6"

6"

9"

6"

6"

12"

6"

6"

6"

9"

6"

RELOCATE (E) RETURNTO WALL. REPLACE (E)REGISTOR W/ NEW12" X 24" REGISTER W/ FILTER

(E) FURNACE TO REMAIN

(E) A/C UNIT TO REMAIN

63 CFM 63 CFM 30 CFM 30 CFM

30 CFM 11 CFM

83 CFM

49 CFM

33 CFM

33 CFM54 CFM97 CFM

105 CFM

405 CFM

12X12 SUPPLY REGISTERW/ ADJUSTABLE DAMPER

16X24 RETURN REGISTERW/ FILTER

SHUT-OFF, PRV & UNION

TO LPG TANK

1"-23'

3/4" RANGE

6"

1"-6"

3/4" @ HWH

SCALE: 1/8" = 1'-0"PLUMBING LAYOUT

SCALE: 1/8" = 1'-0"MECHANICAL PLAN

NOT TO SCALELPG GAS PIPING ISOMETRIC

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


ELECTRICAL PLAN & NOTES

E1.0KTG

238

8-22-2018

3D

B

A

GFI

C

S

240V

WALL SWITCH V INDICATES VACANCY SENSOR

DUPLEX 110 VOLT WALL OUTLET

MULTI-DIRECTIONAL WALL SWITCH W/ DIMMER

DUPLEX 110 VOLT G.F.I. OUTLET

TELEPHONE OUTLET & LINE #

ELECTRICAL SCHEDULE

LITHONIA 2ALLS2 20L EZ1 LP835 N80 EL71L

LITHONIA WF6 LED 30K MW

HAMPTON BAY IZD1691LS-3

LED RECESSED

FAN

AUDIBLE & STROBE FIRE ALARM

SMOKE & CO2 DETECTOR HARD WIRED

EXIT SELF ALLUMINATING EXIT SIGN W/ BATTERY BACKUP

240V OUTLET

CAT 6 CABLE TERMINATION BOX

KEYPAD

WD

F

A A

A

A A A BB

A

A

B B

GFI GFI

GFI

GFI

GFI

GFIGFI

GFI

GFI

GFI

HW

GFI

GFI

C C MS

B B

GFI

C

CC

V

3VV

V

V

3

3

V

3

V

1 2

B

A

WP

WP

GFI

GFI

S S

S

S

S

S

S

S

S

240V

NEW 800 AM, 240 VSINGLE PHASE MAINPANEL, MAIN SHUT OFFAND METER

DRYER VENTW/ DAMPER

240V30 AMP

EXISTING ALARMCENTRAL STATION

CAT 6 CABLETERMINATIONBOX

HOME RUNELECTRIC LOCKTRANSFORMER

EXIT

EXIT

B B B

BBB

SCALE: 1/4" = 1'-0"LIGHTING PLAN (1)

NOTES:

1. COORDINATE WITH OWNERS CONTRACTOR AND STAFF FORINSTALLATION OF FIRE ALARM AND SECURITY SYSTEMEXTENSIONS2. PROVIDE ALL CAT 6 WIRING AND BOXES TO TERMINATIONCABINET IN TEL/COMM ROOM3. OWNER SHALL PROVIDE ALL TEL/COM OUTLETS AND FINALCONNECTION TO OWNER SUPPLIED EQUIP.4. PROVIDE LIGHTED EXIT SIGNS AT ALL REQUIRED EXITS.5. COORDINATE WITH LOCAL FIRE MARSHAL FOR LOCATION OFFIRE EXTINGUISHERS.

DATE:

Drawn By:

Revision/IssueNo.

Job #

Date:

Drawings

Sheet


Owner Address



SIER

RA

CO

UN

TY P

UBL

IC H

EALT

H D

EPAR

TMEN

T20

7 FR

ON

T ST

REE

TLO

YALT

ON

, Cal

iforn

ia, 9

6118


TITLE 24 REPORTS

T24.1KTG

238

8-22-2018

t1 project information layout - sierracounty.ca.gov

Documents