SINGLE FAMILY RESIDENCE 3616 PARADISE DR. TIBURON, CA. · 3616 paradise dr. tiburon, ca. cover g-0 pln ck1 rev. 1-30-2019 single family residence single family residence 3616 paradise

VICINITY MAP

SINGLE FAMILY RESIDENCE

USE AND OCCUPANCY

SINGLE FAMILY R-3PRIVATE GARAGE-U

MAIN STRUCTUREGARAGE

BUILDING CONSTRUCTION TYPE

BUILDING AREA

BUILDING HEIGHT

V-BV-B

2925 SF531 SF

2 STORY W/ DAYLIGHT BSMT1 STORY

PROJECT DATA

ASSESSORS PARCEL NUMBER:LOT AREA

ZONING

FLOOD ZONE

058-011-125220 S.F.

RO-1

AE

PARCEL DATA

DEFERRED SUBMITTALSCONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND DOCUMENTATION AS REQUIRED FOR SUBMISSION TO AND APPROVAL OF THE ARCHITECT, THE OWNER, AND APPROPRIATE GOVERNING AGENCY.

ROUTE 4 COPIES OF BIDDER DESIGNED SYSTEM DOCUMENTS TO THE THE ARCHITECT, PER IBC SECTION 106.3 .4 .2

UPON COMPLETION OF REVIEW BY THE ARCHITECT, AND ENGINEER OF RECORD THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING DOCUMENTS TO PERMIT AGENCY FOR PLAN REVIEW AND PAYING ANY PLAN CHECK AND PERMIT FEES

1. ROOF TRUSS DESIGNS

SPRINKLER SYSTEM REQUIRED

A DEFERRED SUBMITTAL FOR THE FIRE PROTECTION SYSTEM SHALL BE SUBMITTED TO THE TIBURON FIRE PROTECTION DISTRICT BY FIRE SUPPRESSION CONTRACTOR. SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH NFPA 13D OR NFPA 13R EXCEPT WHERE SUPERSEDED BY TIBURON FIRE PROTECTION DISTRICT STANDARDS

IT IS RECOMMENDED THAT THE WATER FLOW SWITCH BEINTERCONNECTED TO THE SMOKE DETECTORS TO ENSURE THE ALARM IS AUDIBLE THROUGHOUT ALL SLEEPING AREAS

AUTOMATIC FIRE SUPPRESSION

CODES. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL CONFORM TO:THE 2016 EDITION OF CALIF. BUILDING CODE.THE 2016 EDITION OF CALIF. RESIDENTIAL CODE.THE 2016 EDITION OF CALIF. MECHANICAL CODE.THE 2016 EDITION OF CALIF. PLUMBING CODE.THE 2016 EDITION OF CALIF. ELECTRICAL CODE.THE 2016 EDITION OF CALIF. GREEN BUILDING STANDARDS CODE.THE 2016 CALIF. ENERGY CODE ANDALL LOCAL AMENDMENTS BY THE TOWN OF TIBURON MUNICIPAL CODE.

PREVAILING CODES

ALL EXTERIOR LIGHTING FIXTURES TO BE DARK-SKY COMPLIANT.HOUSE ADDRESS MUST BE INTERNALLY OR EXTERNALLY ILLUMINATED AND REMAIN ILLUMINATED AT ALL HOURS OF DARKNESS. NUMBERS MUST BE A MINIMUM 4 INCHES IN HEIGHT WITH ½ INCH STROKE. THE ADDRESS MUST BE CONTRASTING IN COLOR TO THEIR BACKGROUND.

EXTERIOR LIGHTING

PROJECT DESCRIPTION

MAIN RESIDENCE - EXISTING BUT UNFINISHED.

SCOPE OF WORK

-RETROFIT EXISTING WATER DAMAGED STRUCTURAL SYSTEMS -RETROFIT EXISTING MECHANICAL SYSTEM-RETROFIT EXISTING ELECTRICAL SYSTEM -RETROFIT EXISTING PLUMBING SYSTEM-RETROFIT EXISTING FIRE SUPPRESSION SYSTEM -REMOVE AND REPLACE EXISTING BUILDING ENVELOPE INCLUDING EXTERIOR OPENINGS WRB SIDING AND TRIM. ROOF REPAIR AS REQ.-INSTALL NEW INSULATION AND DRYWALL-INSTALL NEW INTERIOR FIXTURES AND FINISHES

GARAGE - FOUNDATION AND RETAINING WALLS ARE EXISTING.

SCOPE OF WORK

-NEW GARAGE STRUCTURE ON EXISTING FDN-NEW ELECTRICAL SYSTEM -NEW BUILDING ENVELOPE INCLUDING EXTERIOR OPENINGS WRB SIDING AND TRIM AND ROOF.

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SINGLE FAMILY RESIDENCE3616 PARADISE DR. TIBURON, CA.

SHEET LISTNUMBER NAME

G-0 COVERC-1 SITEG1 ENERGY DOCUMENTSG2 ENERGY DOCUMENTSA-1 LOWER FLOORA-2 MAIN FLOORA-3 UPPER FLOORA-4 ROOF PLANA-5 STAIRS AND RALING DETAILSA-6 ELEVATIONSA-7 ELEVATIONSA-8 SECTIONSA-9 SECTIONSA-10 SECTIONSA-11 INTERIOR ELEVATIONSE-1 LOWER FLOOR LIGHTING PLANE-2 MAIN FLOOR LIGHTING PLANE-3 UPPER FLOOR LIGHTING PLANE-4 GARAGE LIGHTING PLANMP-1 MECHANICAL/PLUMBINGS-0 STRUCTURAL NOTESS-2 FOUNDATION PLANS-3 LOWER FLOOR FRAMINGS-4 MAIN FLOOR FRAMINGS-5 ROOF FRAMING PLANS-8 GARAGE FRAMINGS-9 DETAILSS-10 DETAILSS-10.1 DETAILSS-11 DETAILSS-12 DETAILSS-12.1 DETAILSS-13 DETAILSS-13.1 DETAILS

FLOOR AREANAME AREA

UPPER FLOOR 746 SFMAIN FLOOR 1101 SFLOWER FLOOR 860 SFGARAGE 531 SFUNCONDITIONED 218 SF

3456 SF3456 SF

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31'

41'

EASEMENT

6'

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10'

63° 00' 00"

S

W

322.00'

45° 30' 00"

N

W

83.97'

53° 47' 4

0"

N

E

355.99'

39° 1

4' 0

0"

N

E

50.0

0'

38° 03' 50"

S

E

39.45'

56° 33' 00"

S

E75.00'

33° 1

1' 0

0"

S

W10

7.00

'

37° 15' 00"

N

W

99.63'

SINGLE FAMILY RESIDENCE

19.9

7'

N

26.5'

13'

GARAGE

746 SFUPPER FLOOR

531 SFGARAGE

1101 SFMAIN FLOOR

860 SFLOWER FLOOR

218 SFUNCONDITIONED

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

1/16" = 1'-0"UPPER FLOOR

1/16" = 1'-0"MAIN FLOOR

1/16" = 1'-0"LOWER FLOOR

SINGLE FAMILY RESIDENCE3616 PARADISE DR. TIBURON, CA.

FLOOR AREANAME AREA

UPPER FLOOR 746 SFMAIN FLOOR 1101 SFLOWER FLOOR 860 SFGARAGE 531 SFUNCONDITIONED 218 SF

3456 SF3456 SF

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A A

B B

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H H

20'-0" 13'-11" 9'-7 1/2" 10'-5 1/2" 8'-0"

7'-0

"18

'-0"

7'-6

"

8

1A-8

1A-8

2A-8

2A-8

BATH 2

HALL 2BDRM 2

STORAGE 2

HALL

BDRM 3

BDRM 4

7'-0"7'-10"

10'-2"7'-6"

20'-0" 13'-11" 12'-1" 16'-0"

62'-0"

32'-6

"

62'-0"

32'-6"

12'-6

"5'

-6"

103A

100A

101A

102A

104C105A

102B

F.A.U. 95% AFUE

W/D

103B

8'-0" 14'-6" 4'-3" 7'-2" 2'-2" 3'-10 1/2" 3'-10 1/2" 2'-2" 5'-11" 4'-3" 4'-4" 1'-6"

108

105 104 103

102 101107

104A

S & P

S &

P

ADJ. SHELVES (X2)10

6

110

104B

1A-10

1A-10

4A-9

4A-9

4'-3

"4'

-6"

3'-5

"

2'-0

"

3A-9

3A-9

PDR

104B

2A-10

2A-10

3A-10

3A-10

301C

TANKLESS WATER HEATER

7A-5

7A-10

4A-10

7A-10

BA-8

BA-8

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1/4"

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1/4" = 1'-0"LOWER FLOOR

PLAN NOTES1. WATER HEATER: 75 GAL. NG HIGH EFFIENCY

PROVIDE 2- 2" WIDE METAL SEISMIC BRACING STRAPS @36" O.C. FASTEN SECURELY TO WALL FRAMING.RELIEF VALVE – CONNECT DRAIN TO SEWAGE EJECTORSYSTEM

2. 5/8” TYPE X GWB INSTALLED AT WALLS AND CEILINGUNDER STAIRCASE

3. EXISTING TREE TO REMAIN4. VERSA LOK BLOCK WALL FOR TREE PROTECTION – SLOPE

UPHILL TO HOUSE

LOWER FLOOR EXTERIOR OPENINGSMARK TYPE

DIMENSIONSOPER MAT GLZ EGR REMARKSW H HEAD SILL

101 4040 SLDR 47 1/2" 47 1/2" 84" 36 1/2" SLIDING VINEL LOW E2 W/ ARG. Yes102 4040 SLDR 47 1/2" 47 1/2" 84" 36 1/2" SLIDING VINEL LOW E2 W/ ARG. Yes103 3660 FXD 41 1/2" 71 1/2" 84" 12 1/2" FIXED VINEL LOW E2 W/ ARG. No SAFETY GLAZING104 3660 FXD 41 1/2" 71 1/2" 84" 12 1/2" FIXED VINEL LOW E2 W/ ARG. No SAFETY GLAZING105 3660 FXD 41 1/2" 71 1/2" 84" 12 1/2" FIXED VINEL LOW E2 W/ ARG. No SAFETY GLAZING106 6068 72" 80" 80" 0" SLIDING DR VINEL LOW E2 W/ ARG. Yes SAFETY GLAZING107 4060 SLDR 47 1/2" 71 1/2" 84" 12 1/2" SLIDING VINEL LOW E2 W/ ARG. Yes108 4060 SLDR 47 1/2" 71 1/2" 84" 12 1/2" SLIDING VINEL SAFETY Yes SAFETY GLAZING110 8068 96" 80" 80" 0" SLIDING DR VINEL LOW E2 W/ ARG. Yes SAFETY GLAZING

LOWER FLOOR FINISH SCHEDULEROOM FLOOR BASE WALL CEILING CASEWORK

BATH 2 TILE 4" TILE GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDHALL 2 CARPET 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDBDRM 2 CARPET 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDSTORAGE 2 VINYL 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDHALL VINYL 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDBDRM 3 HARDWOOD 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDBDRM 4 HARDWOOD 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDSTORAGE 3 VINYL 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WD

LOWER FLOOR INTERIOR OPENINGSDOOR FRAME

OPER.FIRERAT.

HDWRSET COMENTSMARK

SIZEMAT EL MAT

DETAILW H THK HEAD JAMB

100A 30" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD101A 28" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD102A 32" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD102B 60" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD103A 60" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD103B 60" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD104A 32" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD104B 60" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD EXT. OPENING SAFETY GLZG REQ.104C 32" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD SC105A 32" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD SC

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A

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2

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A A

B B

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1A-8

1A-8

2A-8

2A-8

FAMILY ROOM LIVING

DINING

BREAKFAST

3'-5

"4'

-6"

4'-3

"

KITCHEN32'-6

"

7'-0

"18

'-0"

7'-6

"

12'-6

"5'

-6"

62'-0"

20'-0" 13'-11" 12'-1" 16'-0"

6'-0 1/4" 3'-11 1/2" 10'-0 1/4" 2'-6" 4'-3" 7'-2" 2'-2" 3'-10 1/2" 3'-10 1/2" 2'-2" 5'-11" 4'-3" 3'-8 3/4" 2'-1 1/4"

4'-6

"3'

-0"

32'-6"

7'-0"7'-10"

10'-2"7'-6"

4'-1"3'-9"

8'-2"2'-0"

62'-0"

20'-0" 13'-11" 9'-7 1/2" 10'-5 1/2" 8'-0"

201A

200A

205A

217 216

214

213 212

211

210 209

207

206 205 204

203

REF

.

DW

DBL OVEN

201

PATIO

DECK

202

FOYER

1A-10

1A-10

4A-9

4A-9

3A-9

3A-9

204A

2A-10

2A-10

3A-10

3A-10

4A-10

208

5A-10

7A-10

1A-5

AA-8 B

A-8

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1/4"

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1/4" = 1'-0"MAIN FLOOR

MAIN FLOOR EXTERIOR OPENINGSMARK TYPE


201 2066 FXD 23" 77 1/2" 80" 2 1/2" FIXED VINEL LOW E2 W/ ARG. No SAFETY GLAZING202 6068 72" 80" 80" 0" SLIDING DR VINEL LOW E2 W/ ARG. Yes SAFETY GLAZING203 3050 FXD 35" 59 1/2" 96" 36 1/2" FIXED VINEL LOW E2 W/ ARG. No204 3050 SLDR 35" 59 1/2" 96" 36 1/2" SLIDING VINEL LOW E2 W/ ARG. No205 4050 SLDR 47 1/2" 59 1/2" 96" 36 1/2" SLIDING VINEL LOW E2 W/ ARG. Yes206 4050 SLDR 47 1/2" 59 1/2" 96" 36 1/2" SLIDING VINEL LOW E2 W/ ARG. Yes207 5050 FXD 59 1/2" 59 1/2" 100" 40 1/2" FIXED VINEL LOW E2 W/ ARG. No208 36120 AWNG 41 1/2" 143 1/2" 148" 4 1/2" FIXED W/ VENT VINEL LOW E2 W/ ARG. No209 36120 AWNG 41 1/2" 143 1/2" 148" 4 1/2" FIXED W/ VENT VINEL LOW E2 W/ ARG. No210 36120 AWNG 41 1/2" 143 1/2" 148" 4 1/2" FIXED W/ VENT VINEL LOW E2 W/ ARG. No211 5050 FXD 59 1/2" 59 1/2" 100" 40 1/2" FIXED VINEL LOW E2 W/ ARG. No212 4080 AWNG 47 1/2" 95 1/2" 100" 4 1/2" FIXED W/ VENT VINEL LOW E2 W/ ARG. No213 4080 AWNG 47 1/2" 95 1/2" 100" 4 1/2" FIXED W/ VENT VINEL LOW E2 W/ ARG. No214 1680 FXD 17 1/2" 95 1/2" 98 1/4" 2 3/4" FIXED VINEL LOW E2 W/ ARG. No SAFETY GLAZING216 4060 SLDR 47 1/2" 71 1/2" 96" 24 1/2" SLIDING VINEL LOW E2 W/ ARG. Yes217 4060 SLDR 47 1/2" 71 1/2" 96" 24 1/2" SLIDING VINEL LOW E2 W/ ARG. Yes

MAIN FLOOR INTERIOR OPENINGSDOOR FRAME

OPER.FIRERAT.

HDWRSET COMENTSMARK

SIZEMAT EL MAT


200A 36" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD EXT. OPENING SAFETY GLZG REQ.201A 48" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD204A 36" 96" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD EXT. OPENING SAFETY GLZG REQ.205A 36" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD

MAIN FLOOR FINISH SCHEDULEROOM FLOOR BASE WALL CEILING CASEWORK

FAMILY ROOM TBD 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDLIVING HARDWOOD 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDDINING HARDWOOD 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDBREAKFAST HARDWOOD 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDKITCHEN TILE 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WD

PLAN NOTES1. WATER HEATER: 75 GAL. NG HIGH EFFIENCY

PROVIDE 2- 2" WIDE METAL SEISMIC BRACING STRAPS @36" O.C. FASTEN SECURELY TO WALL FRAMING.RELIEF VALVE – CONNECT DRAIN TO SEWAGE EJECTORSYSTEM

2. 5/8” TYPE X GWB INSTALLED AT WALLS AND CEILINGUNDER STAIRCASE

3. EXISTING TREE TO REMAIN4. VERSA LOK BLOCK WALL FOR TREE PROTECTION – SLOPE

UPHILL TO HOUSE

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A A

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H H

8

1A-8

1A-8

2A-8

2A-8

304A

301A

302A

301B

303A

311

310 309302 301303

304

MSTR BDRMMSTR BATH

W.I.C.

62'-0"

20'-0" 13'-11" 12'-1" 16'-0"

2'-6" 4'-3" 7'-2" 2'-2" 3'-10 1/2" 3'-10 1/2" 2'-2" 1'-11" 4'-0" 3'-11 3/4" 6'-1 1/4"

32'-6"

7'-0"7'-10"

10'-2"7'-6"

5'-1

"2'

-5"

32'-6

"

7'-0

"18

'-0"

7'-6

"

3'-3

"5'

-9"

9'-0

" 7'-1

"1'

-11"

62'-0"

20'-0" 13'-11" 9'-7 1/2" 10'-5 1/2" 8'-0"

1A-10

1A-10

4A-9

4A-9

3A-9

3A-9

OPEN TO BELOW

200A

FOYER

303B

308

1'-4"6'-2"

GARAGE

201

2A-10

2A-10

3A-10

3A-10

4A-10

307 306 305

AA-8

6A-10

A-78

AA-8

12A-5

PARKING GUARD WALL

BALCONY BELOW

1A-5

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Project Architect:

1/4"

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3616

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1/4" = 1'-0"UPPER FLOOR

UPPER FLOOR EXTERIOR OPENINGSMARK TYPE


301 3656-FIXED 41" 65 1/4" 101 3/4" 36 1/2" VINEL LOW E2 W/ ARG. No SAFETY GLAZING302 4040 FXD 47 1/2" 47 1/2" 84" 36 1/2" FIXED VINEL LOW E2 W/ ARG. No SAFETY GLAZING303 3640 FXD 41 1/2" 47 1/2" 84" 36 1/2" FIXED VINEL LOW E2 W/ ARG. No SAFETY GLAZING304 1040 CSMT 17 1/2" 47 1/2" 84" 36 1/2" CASEMENT VINEL LOW E2 W/ ARG. No305 3620 AWNING 41 1/2" 23 1/2" 54 7/8" 31 3/8" AWNING VINEL LOW E2 W/ ARG. No306 3620 AWNING 41 1/2" 23 1/2" 54 7/8" 31 3/8" AWNING VINEL LOW E2 W/ ARG. No307 3620 AWNING 41 1/2" 23 1/2" 54 7/8" 31 3/8" AWNING VINEL LOW E2 W/ ARG. No308 4016 FIXED 47 1/2" 17 1/2" 54" 36 1/2" FIXED VINEL LOW E2 W/ ARG. No309 4040 SLDR 47 1/2" 47 1/2" 84" 36 1/2" SLIDING VINEL LOW E2 W/ ARG. Yes310 4040 SLDR 47 1/2" 47 1/2" 84" 36 1/2" SLIDING VINEL LOW E2 W/ ARG. Yes311 3040 FXD 35 1/2" 47 1/2" 84" 36 1/2" FIXED VINEL LOW E2 W/ ARG. No SAFETY GLAZING

UPPER FLOOR INTERIOR OPENINGSDOOR FRAME

OPER.FIRERAT.

HDWRSET COMENTSMARK

SIZEMAT EL MAT


301A 36" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD301B 30" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD301C 28" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD302A 28" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD303A 36" 80" 2" WD TBD WD TBD TBD SEE PLN N/A TBD303B 28" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD304A 36" 80" 1 3/8" WD TBD WD TBD TBD SEE PLN N/A TBD EXT. OPENING SAFETY GLZG REQ.

UPPER FLOOR FINISH SCHEDULEROOM FLOOR BASE WALL CEILING CASEWORK

MSTR BDRM HARDWOOD 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDMSTR BATH TILE 4" TILE GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDW.I.C. HARDWOOD 1X4 PT GR WD GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR WDMSTR BDRM HARDWOOD 1X4 PT GR FJP GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR FJPMSTR BATH TILE 4" TILE GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR FJPW.I.C. HARDWOOD 1X4 PT GR FJP GWB - LEVEL 5 SMOOTH GWB - LEVEL 5 SMOOTH 1X4 PT GR FJP

PLAN NOTES 31 FULL HT TILE AND SKYLIGHT AT SHOWER2 RECESSED WALL (MEDICINE) CABINET AT EACH END OF

VANITY3 MARBLE TILE TUB DECK W/6" TILE BACKSPLASH4 NICHE / TILE SHELF SEE INT ELEVATIONS5 3/4" WATER STUB FOR IRRIGATION

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DN

A-62

A-7

A-6

A

12

2

2

4

4

5

5 10

11

117

A A

B B

D

G G

H H

8

1A-8

1A-8

2A-8

2A-8

62'-0"

20'-0" 13'-11" 12'-1" 16'-0"

32'-6"

7'-0"7'-10"

10'-2"7'-6"

32'-6

"

7'-0

"18

'-0"

7'-6

"

3'-3

"5'

-9"

9'-0

"2'

-0"

5'-6

"

62'-0"

20'-0" 13'-11" 9'-7 1/2" 10'-5 1/2" 8'-0"

18'-0" 2'-0" 13'-4 1/2" 6 1/2" 6" 9'-6" 6'-0" 2'-0"

4'-2"2'-10 "

7'-4"6"

10'-2 "6"

1'-6"

6" / 1'-0"

6" /

1'-0

"

6" / 1'-0"

405

406

404

1A-10

1A-10

4A-9

4A-9

6" /

1'-0

"

3A-9

3A-9

4" / 1'-0"

4" / 1'-0"

2A-10

2A-10

3A-10

3A-10

AA-8

8S-8

8S-8

DA-8

HA-8

BUILDING LINE BELOW

EXISTING CONCRETE TILE ROOF

401402403

NEW CONCRETE TILE ROOF

A-78

6" /

1'-0

"6"

/ 1'

-0"

Job No.:

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235

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Project Architect:

1/4"

= 1

'-0"

3616

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PLAN

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PLN CK1 REV.1-30-2019

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1/4" = 1'-0"ROOF PLAN

ROOF OPENINGSMARK TYPE


401 42" X 36" 40 1/2" 36" AL CLAD WD SAFETY402 42" X 36" 40 1/2" 36" AL CLAD WD SAFETY403 42" X 36" 40 1/2" 36" AL CLAD WD SAFETY404 36" X 36" 36" 36" AL CLAD WD SAFETY405 36" X 60" 36" 60" AL CLAD WD SAFETY406 36" X 48" 36" 48" AL CLAD WD SAFETY

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10

11

11

POST SPACING NOT TO EXCEED 5' O.C.

TOP OF CONCRETE CURB

A 4" SPHERE SHALL NOT PASS

2 THD5080 (EA. STRINGER)

V.I.F

.

R

V.I.F.

T

MIN

34"

-MAX

38"

5/8" TYPE X GWB

2X12 OR LVL STRINGER(FASTEN TO SUPPORT WALL W/ 3-16d NAILS AT EA. STUD

RETURN HANDRAIL TO

WALL

EXISTING CONC. SLAB

1' -

0"

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Project Architect:

As in

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ted

3616

PAR

ADIS

E D

R. T

IBU

RO

N, C

A.

STAI

RS

AND

RAL

ING

DET

AILS

A-5

PLN CK1 REV.1-30-2019

SIN

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FAM

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IDEN

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1" = 1'-0"7 STAIR BASE-SLAB

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Dat

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T.O.R.43.24'

UPPER FLOOR29.69'

1'-0

5/8

"8'

-1"

5'-5

5/8

"

MF TOP28.64'

UF TOP37.77'

6" /

1'-0

"

4 1/4"

1'-0"

PARKING GUARD WALL

LOWER FLOOR10'

MAIN FLOOR19.55'

T.O.R.43.24'

UPPER FLOOR29.69'

LF TOP18.5'

MF TOP28.64'

UF TOP37.77'

5'-5

5/8

"8'

-1"

1'-0

5/8

"9'

-1"

1'-0

5/8

"8'

-6"

RR-1 EXTRUDED ALUMINUM RAFTER (AT SCREW LOCATIONS)

RM-4 EXTRUDED ALUMINUM RAFTER

EXTRUDED EDPM GASKET (CONTINUOUS)

1/8" EDPM CLOSED CELL BEDDING TAPE (CONT.)

RRC-1 EXTRUDED ALUMINUM RAFTER CAP

#10 X 2" HEX HEAD TEKS SCREW W/ NEOPRENE WASHER @ 12" O.C.

WEEP HOLE

FORMED ALUM. SILL

TEMPERED OVER LAMINATED INSULATED GLASS (SEE DESCRIPTION SHEET 1)

#14 X 3" H.H. LAG


INSULATED GLASS UNIT (SEE DESCRIPTION SHEET 1)

SHEETING PER STRUCTURAL

SHAPED 4X6 DF #2 HEARDER

PNT GRD WOOD TRIM

FLASHING PER MANUFACTURER'S SPECIFICATION


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Project Architect:

As in

dica

ted

3616

PAR

ADIS

E D

R. T

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RO

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A.

ELEV

ATIO

NS

A-6

PLN CK1 REV.1-30-2019

SIN

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FAM

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IDEN

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1/4" = 1'-0"South West

1/4" = 1'-0"North West

1 1/2" = 1'-0"1 SKYLIGHT DETAIL

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LOWER FLOOR10'

MAIN FLOOR19.55'

T.O.R.43.24'

UPPER FLOOR29.69'

LF TOP18.5'

MF TOP28.64'

UF TOP37.77'

6" /

1'-0

"

2'-0

"5'

-5 5

/8"

8'-1

"1'

-0 5

/8"

9'-1

"1'

-0 5

/8"

8'-6

"

1A-5

5A-6

4A-6

6A-6

1A-6

5A-6

2A-6

FOYER24.93'

6"

1'-0"

PARKING GUARD WALL

LOWER FLOOR10'

MAIN FLOOR19.55'

T.O.R.43.24'

UPPER FLOOR29.69'

LF TOP18.5'

MF TOP28.64'

UF TOP37.77'

5'-5

5/8

"8'

-1"

1'-0

5/8

"9'

-1"

1'-0

5/8

"8'

-6"

FOYER24.93'

PARKING GUARD WALL

1A-5

WEEP HOLE

FORMED ALUM. SILL


#14 X 3" H.H. LAG

RR-1 EXTRUDED ALUMINUM RAFTER (AT SCREW LOCATIONS)

RM-4 EXTRUDED ALUMINUM RAFTER

EXTRUDED EDPM GASKET (CONTINUOUS)

1/8" EDPM CLOSED CELL BEDDING TAPE (CONT.)

RRC-1 EXTRUDED ALUMINUM RAFTER CAP

#10 X 2" HEX HEAD TEKS SCREW W/ NEOPRENE WASHER @ 12" O.C.


INSULATED GLASS UNIT (SEE DESCRIPTION SHEET 1)

SHEETING PER STRUCTURAL

SHAPED 4X6 DF #2 HEARDER

PNT GRD WOOD TRIM



8'-4

"8'

-1"

TOP OF PLATE

TOP OF GARAGE ROOF

4" /

1'-0

" 4"

1'-0"

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235

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Project Architect:

As in

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3616

PAR

ADIS

E D

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A.

ELEV

ATIO

NS

A-7

PLN CK1 REV.1-30-2019

SIN

GLE

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IDEN

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1/4" = 1'-0"North East

1/4" = 1'-0"South East

1 1/2" = 1'-0"1 SKYLIGHT DETAIL

1/4" = 1'-0"GARAGE ELEVATION

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LOWER FLOOR10'

MAIN FLOOR19.55'

2 4 5 118

T.O.R.43.24'

UPPER FLOOR29.69'

LF TOP18.5'

MF TOP28.64'

UF TOP37.77'

8'-6

"1'

-0 5

/8"

9'-1

"1'

-0 5

/8"

8'-1

"5'

-5 5

/8"

MSTR BDRM MSTR BATH

KITCHENDININGLIVING

BDRM 2 HALL 2 BDRM 4STORAGE 2

FAMILY ROOM

SHWR

6'-9

"

4'-8

"

6"

1'-0"

2' 0

" MIN

9'-5"

4x12 DF #2 4x8 DF #24x12 DF #2

4x12 DF #2

3.5 x 11.875 PSL 3.5 x 11.875 PSL


1/2" CDX PLY W/ 8d @ 6" O.C. EDGES. 12" O.C.FIELD OVER PRE ENGINEERED VAULTED

TRUSS

4"

1'-0"

EXISTING 4" CONC. SLAB W/ #3 @ 16" O.C. @MID DEPTH OVER WATERPROOF MEMBRANEOVER PT CDX PLY (48/24) GLUED & NAILED TOSUPPORTS W/ 10d @ 6" O.C. EDGES & 10" O.C.

IN FIELD

6x12 PT DF #1 6x12 PT DF #1

3/4" T&G SUBFLOOR (GLUED & NAILED)OVER FLOOR JOIST (SEE FRAMING PLAN)




12" MAT SLAB OVER 2" OF SAND OVERWATERPROOF MEMBRANE

A

B

B

R-15

R-15

R-30

R-15

R-15

R-15

R-30

TYPICAL EXT. WALL A1/2" PLYWOOD SHT'G ON 2 X 4 STUDS AT 16"

O.C. & 1/2" INTER. GWB. FINISH

HORIZ. LAP SIDING 6" EXP.

R-30

TYPICAL INT. PARTITION WALL B1/2" GWB FINISH ON EACH SIDE OF 2X6 STUDS

AT 16" O.C.

TYP. INT. PARTITION A1/2" GWB. FINISH ON EACH SIDE OF 2 X 4

STUDS AT 16" O.C.

TYP. INT. PARTITION A

TYP. INT. PARTITION ATYPICAL EXT. WALL A

10" FDN WALLTYP. INT. PARTITION A

TYPICAL EXT. WALL A



TYP. INT. PARTITION A TYP. INT. PARTITION A TYPICAL INT. PARTITION WALL B

10" FDN WALL

TYPICAL EXT. WALL B

7A-5

FILL ENTIRE CAVITYWITH CLOSED CELL SPRAY-FOAM INSULATION

C

FILL EVERY TOP CHORD CAVITYWITH CLOSED CELL SPRAY-FOAM INSULATION.

R-30

R-30

UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLY PER CRC 1203.3

2'-0

1/2"

PARKING GUARD WALL

LOWER FLOOR10'

MAIN FLOOR19.55'

A B G H

T.O.R.43.24'

UPPER FLOOR29.69'

LF TOP18.5'

MF TOP28.64'

UF TOP37.77'

5'-5

5/8

"8'

-1"

1'-0

5/8

"9'

-1"

1'-0

5/8

"8'

-6"

MSTR BDRM

DINING

BDRM 3

STORAGE 3

PDR

A

B

4'-9

1/4"

5'-4

1/2"

4'-6"

5'-0

3/4"

C

(E) 4x12 DF #2

1.75 x 11.875 (X2)

W10X304x12 DF #2

3.5 x 11.875 PSL

3.5 x 11.875 PSL


1/2" PLY SHEETING

15.00°

FOYER24.93'

4x6 DF #2

B

R-30

R-15

R-15

R-15

R-15

TYPICAL EXT. WALL B1/2" PLYWOOD SHT'G ON 2 X 6 STUDS AT 16"

O.C. & 1/2" INTER. GYP. BD. FINISHTYPICAL EXT. WALL B

10" FDN WALLTYPICAL EXT. WALL B


3/4" T&G CDXSUBFLOOR


12" MAT SLAB OVER 2" OF SAND OVERWATERPROOF MEMBRANE 6" CONC. FDN WALL

FILL TOP CHORD CAVITYWITH CLOSED CELL

SPRAY-FOAM INSULATION

R-30R-30

UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLY

PER CRC 1203.3

7 1/

4" T

YP.

11" TYP.

11" TYP.

6 3/

4" T

YP.

7A-5

2' -

3"

1A-7

SECTION NOTES1. SEE STRUCTURAL SHEETS FOR ADDITIONAL NAILING REQUIRED

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Project Architect:

As in

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3616

PAR

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SEC

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A-8

PLN CK1 REV.1-30-2019

SIN

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1/4" = 1'-0"BUILDING SECTION


10" MIN.

7 3/

4" M

AX.

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Dat

e 1

LOWER FLOOR10'

MAIN FLOOR19.55'

2 4 5 10 117

T.O.R.43.24'

UPPER FLOOR29.69'

LF TOP18.5'

MF TOP28.64'

UF TOP37.77'

MSTR BDRM W.I.C.

FAMILY ROOM LIVING BREAKFAST

BATH 2BDRM 2STORAGE 2

33'-2

7/8

"

5'-5

5/8

"8'

-1"

1'-0

5/8

"9'

-1"

1'-0

5/8

"8'

-6"

3.5 x 11.875 PSL


IN FIELD


1/2" PLY SHEETING

4x10 DF #2

6x12 PT DF #16x12 PT DF #1


3/4" T&G SUBFLOOR (GLUED & NAILED)

FOYER24.93'

R-30

R-15

R-15R-30

R-15

R-15

R-15

AA-8

BA-8

BA-8

AA-8

R-30




TYPICAL EXT. WALL B


STUDS AT 16" O.C.


CURTAIN WALL PARTITION

TYP. INT. PARTITION ATYPICAL EXT. WALL A

TYPICAL EXT. WALL A

10" FDN WALL


TYP. INT. PARTITION A TYPICAL EXT. WALL A



CA-8


FILL ENTIRE TOP CHORD CAVITY WITH CLOSED CELL SPRAY-FOAM INSULATION

GIRDER TRUSS

UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLY PER CRC 1203.3

R-15

1'-5

3/4"

PARKING GUARD WALL

LOWER FLOOR10'

MAIN FLOOR19.55'

B D G

T.O.R.43.24'

UPPER FLOOR29.69'

LF TOP18.5'

MF TOP28.64'

UF TOP37.77'

W.I.C. MSTR BATH

KITCHENBREAKFAST

BATH 2 BDRM 4

33'-2

7/8

"

5'-5

5/8

"8'

-1"

1'-0

5/8

"9'

-1"

1'-0

5/8

"8'

-6"

3.5 x 11.875 PSL

4x12 DF #2

1S-9




4" CONC. SEEFMG PLN

6"

1'-0"

4"

1'-0"R-30

R-30

R-15

R-15

R-15

R-15

R-30





O.C. & 1/2" INTER. GYP. BD. FINISH

TYPICAL EXT. WALL A

10" FDN WALL

CA-8

CA-8

FILL ENTIRE TOP CHORD CAVITYWITH CLOSED CELL SPRAY-FOAM INSULATION

UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER

ASSEMBLY PER CRC 1203.3

1'-7"


Job No.:

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Project Architect:

1/4"

= 1

'-0"

3616

PAR

ADIS

E D

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IBU

RO

N, C

A.

SEC

TIO

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A-9

PLN CK1 REV.1-30-2019

SIN

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1/4" = 1'-0"Section 4

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Dat

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LOWER FLOOR10'

MAIN FLOOR19.55'

A B D G H

T.O.R.43.24'

UPPER FLOOR29.69'

LF TOP18.5'

MF TOP28.64'

UF TOP37.77'

33'-2

7/8

"

5'-5

5/8

"8'

-1"

1'-0

5/8

"9'

-1"

1'-0

5/8

"8'

-6"

FAMILY ROOM

STORAGE 2

1A-5


IN FIELD



R-30

R-15

R-15

R-15

R-15

TYPICAL EXT. WALL A

TYPICAL EXT. WALL B






10" FDN WALL


1/4" - 12"

PARKING GUARD WALL

LOWER FLOOR10'

MAIN FLOOR19.55'

A B D G H

T.O.R.43.24'

UPPER FLOOR29.69'

LF TOP18.5'

MF TOP28.64'

UF TOP37.77'

33'-2 3/4"

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

1'-0 3/4"9'-1"

1'-0 3/4"8'-6"

MSTR BDRM

LIVING

BDRM 2

4x12 DF #2

4x10 DF #2

4x12 DF #2

3.5 x 11.875 PSL

(E) 4x12 DF #2

6"

1'-0"

1/2" CDX PLY W/ 8d @ 6" O.C. EDGES. 12" O.C.FIELD OVER PRE ENGINEERED VAULTED

TRUSS


4" CONC. SEEFMG PLN




R-30 R-30

R-15

R-15

R-15

R-15



10" FDN WALL


STUDS AT 16" O.C.





TYPICAL EXT. WALL B

CA-8

CA-8

FILL ENTIRE CAVITYWITH CLOSED CELL


UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER

ASSEMBLY PER CRC 1203.3

2'-2

"

LOWER FLOOR10'

MAIN FLOOR19.55'

B D G

UPPER FLOOR29.69'

LF TOP18.5'

MF TOP28.64'

UF TOP37.77'

8'-1

"1'

-0 5

/8"

9'-1

"1'

-0 5

/8"

8'-6

"

KITCHEN

BDRM 4

MSTR BATH

4x12 DF #2

4x10 DF #2




R-30

R-15

R-15

R-15

R-15

R-15

R-15






TYPICAL EXT. WALL B

TYPICAL EXT. WALL A

TYPICAL EXT. WALL A

10" FDN WALL


STUDS AT 16" O.C.

FILL ENTIRE CAVITYWITH CLOSED CELL


NEWCOMPOSITE

DECKINGOVER PT

SLEEPERSOVER (E)

SLAB

VERIFY FLASHING


WD DOOR PER SCHED.

EXTERIORINTERIOR

FINISH SURFACE

INSTALL GALV. METAL DOOR PAN FLASHING @ SET T.H. IN FULL BED OF SEALANT TO PREVENT AIR / WATER INFILTRATION

DOOR SWING

DIRECTION

FINISH SURFACE

7.75

" MAX

.

2 1/

2" V

.I.F.

DOOR PER SCHED.

EXTERIORINTERIOR

DOOR SWING

DIRECTION

FINISH SURFACE

FINISH SURFACE

7.75

" MAX

.

1" V

.I.F.

GALV. METAL DOOR PAN FLASHING


DOOR PER SCHED.

EXTERIORINTERIOR

FINISH SURFACE

DOOR SWING

DIRECTION

7.75

" MAX

.

1" V

.I.F.

FINISH SURFACESLOPE 1/4" / FT. AWAY FROM DOOR


EXTERIORINTERIOR

FINISH SURFACE

FINISH SURFACESLOPE 1/4" / FT. AWAY FROM DOOR


7.75

" MAX

.

2 1/

2" V

.I.F.

Job No.:

Rich

ard

Rush

ton-

Arch

itect

235

SCEN

IC R

OAD

FAIR

FAX,

CA

949

30(4

15) 3

06-4

714

Emai

l: ric

h@ru

shto

narc

hite

ct.c

omww

w.ric

hard

rush

tona

rchi

tect

.net

Project Architect:

As in

dica

ted

3616

PAR

ADIS

E D

R. T

IBU

RO

N, C

A.

SEC

TIO

NS

A-10

PLN CK1 REV.1-30-2019

SIN

GLE

FAM

ILY

RES

IDEN

CE




3" = 1'-0"4 MAIN ENTRY AND LOWER PATIO

3" = 1'-0"5 EXTERIOR DOOR AT BALCONY

3" = 1'-0"6 TYP. OUTSWING

3" = 1'-0"7 TYP. SLIDER

Rev

isi o

n Sc

h edu

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escr

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nD

ate

I ssu

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Rev

isio

n 1

Dat

e 1

BA-8

AA-8

BA-8

AA-8

AA-8

Job No.:

Rich

ard

Rush

ton-

Arch

itect

235

SCEN

IC R

OAD

FAIR

FAX,

CA

949

30(4

15) 3

06-4

714

Emai

l: ric

h@ru

shto

narc

hite

ct.c

omww

w.ric

hard

rush

tona

rchi

tect

.net

Project Architect:

3/8"

= 1

'-0"

3616

PAR

ADIS

E D

R. T

IBU

RO

N, C

A.

INTE

RIO

R E

LEVA

TIO

NS

A-11

PLN CK1 REV.1-30-2019

SIN

GLE

FAM

ILY

RES

IDEN

CE

Rev

isi o

n Sc

h edu

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escr

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nD

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I ssu

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Rev

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L L

L

L

L

L

VS

VS

TVS

D

3

3

D

D

3D

WP FL

FL

FL

FL

FL

TVS

.

C/S

SD

SDSD

80

50

C/S

LL

LL

F

L

SD

CO

C/S

50

GFC

I

GFCI

GFCI

220

FAU

GFCI

TV

TV

TVWP

GFC

I

200A PANEL

COMBINATION CO AND SMOKE DETECTOR. PROVIDE SURFACE MOUNTED, DIRECT WIRED COMBINATION CO AND SMOKE DETECTORS WITH BATTERY BACKUP, LOCATED ON CEILINGS, ON EACH STORY,(SMOKE DETECTORS ONLY IN EACH SLEEPING ROOM ) AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. SEE PLAN FOR LOCATIONS. ALL SMOKE DETECTORS TO BE CONNECTED TO THE SAME CIRCUIT

GFCI PROTECTION. GROUND FAULT CIRCUIT INTERRUPTION FOR PERSONNELMUST BE PROVIDED AS REQUIRED IN 210.8(A) THROUGH (D). THE GROUND FAULT CIRCUIT-INTERRUPTER DEVICE MUST BE INSTALLED AT A READILY ACCESSIBLE LOCATION.

(A) DWELLING UNITS. GFCI PROTECTION IS REQUIRED FOR ALL 15A AND 20A, 125V RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS:

(7) SINKS. GFCI PROTECTION IS REQUIRED FOR ALL 15A AND 20A, 125VRECEPTACLES LOCATED WITHIN AN ARC MEASUREMENT OF 6 FT. FROM THE OUTSIDE EDGE OF A SINK

(9) BATHTUBS OR SHOWER STALLS. GFCI PROTECTION IS REQUIRED FOR ALL 15A AND 20A, 125V RECEPTACLES LOCATED WITHIN 6 FT. OF THE OUTSIDE EDGE OF A BATHTUB OR SHOWER STALL.

(10) LAUNDRY AREAS. ALL 15A AND 20A, 125V RECEPTACLES INSTALLED IN LAUNDRY AREAS OF A DWELLING UNIT MUST BE GFCI PROTECTED.

(D) DWELLING UNIT DISHWASHERS. OUTLETS SUPPLYING DISHWASHERS IN A DWELLING UNIT MUST BE GFCI PROTECTED CEC210.8

GFCI DEVICES ARE TO BE READILY ACCESSIBLE.

ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION. THE MAXIMUM LENGTH OF THE BRANCH CIRCUIT TO THE AFCI IS 50 FT. FOR 14 AWG CONDUCTORS OR 70 FT. FOR 12 AWG CONDUCTOR CEC210.12.

ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION MUST BE PROVIDED IN ACCORDANCE WITH 210.12(A), (B) AND (C). AFCI PROTECTION MUST BE PROVIDED BY A COMBINATION TYPE AFCI CIRCUIT BREAKER AND ALL AFCI CONTROLS(BREAKER TEST BUTTONS AND OUTLET TEST BUTTONS) MUST BE IN READILY ACCESSIBLE LOCATIONS 210.12 & 406.4(D). “READILY ACCESSIBLE” IS DEFINED AS “CAPABLE OF BEING REACHED QUICKLY FOR OPERATION, RENEWAL, OR INSPECTIONS WITHOUT REQUIRING THOSE TO WHOM READY ACCESS IS REQUISITE TO RESORT TO ACTIONS SUCH AS TO USE TOOLS, TO CLIMB OVER OR REMOVE OBSTACLES, OR TO RESORT TO PORTABLE LADDERS, AND SO FORTH.”

(A) WHERE REQUIRED. ALL 15A OR 20A, 120V BRANCH CIRCUITS IN DWELLING UNITS SUPPLYING OUTLETS OR DEVICES IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS CEC210.12.

ALL RECEPTACLES TO BE TAMPER RESISTANT

BRANCH CIRCUITS: PROVIDE A MINIMUM OF 2 SEPARATE 20 AMP SMALL APPLIANCE BRANCH CIRCUITS TO SERVE RECEPTACLE OUTLETS IN THE KITCHEN.PROVIDE ONE ADDITIONAL DEDICATED 20 AMP CIRCUIT IN EACH BATHROOM AND LAUNDRY ROOM TO SUPPLY RECEPTACLE OUTLETS. PROVIDE ONE DEDICATED 15 AMP CIRCUIT SERVING THE FURNACE AND AT LEAST ONE 20 AMP BRANCH CIRCUIT TO SERVE GARAGE RECEPTACLE OUTLETS. THESE CIRCUITS SHALL NOT SUPPLY ANY OTHER OUTLETS.

GROUNDING: EXISTING UFER GROUND TO BE FIELD VERIFIED FOR COMPLIANCE TO THE 2016 C.E.C. AND IF NOT IN COMPLIANCE WILL BE REVISED TO COMPLY. CONTRACTOR TO PROVIDE BONDING FOR WATER AND GAS PIPING.

ELECTRICAL LAYOUT. ALL ELECTRICAL SERVICE SHALL COMPLY WITH NATIONAL ELECTRICAL CODE, STANDARD BUILDING CODE, N.F.P.A. AND ALL OTHER APPLICABLE STATE AND LOCAL CODES. LOCATIONS ARE SUGGESTED ONLY. CONSULT YOUR ENGINEERS AND SUBCONTRACTORS FOR EXACT LOCATIONS, SPECIFICATIONS, SIZES AND CODE COMPLIANCE.

ENGINEERING. THIS DRAWING REPRESENTS POWER AND COMMUNICATION RECEPTACLE, CEILING FIXTURE LOCATIONS AND SWITCHING DIAGRAMS AS SUGGESTIONS ONLY, AND SHALL NOT BE UTILIZED AS AN ENGINEERING DOCUMENT. CONTRACTOR TO SUBMIT ELECTRICAL LOAD CALCULATIONS FOR THE SIZING OF THE ELECTRICAL PANELS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION

SWITCHING: SWITCHING TO BE DETERMINED BY OWNER AND CONTRACTOR ATJOB WALK PRIOR TO ROUGH INSPECTION, AND MUST COMPLY WITH TITLE 24 ENERGY REQUIREMENTS.

ELECTRICAL

RECESSED CEILING FIXTURELED DIRECTIONAL

ELECTRICAL DISTRIBUTION PANEL

CEILING MT FIXTUREFLUORESCENT

WALL MT STRIP FIXTUREFLUORESCENT

CEILING MT FIXTURELED

EXTERIOR WALL MT FIXTUREPHOTOCELL AND MOTION SENSOR

RECESSED CEILING FIXTUREFLUORESCENT

RECESSED CEILING FIXTURELED

UNDERCABINET FIXTUREHIGH EFFICACY

4' X 1' RECESSED FLUORESCENT 2 LAMP FIXTURE

WALL SCONCE FIXTUREDECORATIVE

PENDANT FIXTURE - SM & LRGDECORATIVE

CEILING EXHAUST FANMIN CFM

110V SMOKE ALARM (ALL UNITS CONNECTED)

CEILING FAN / LIGHT

110V CO ALARM

110V COMBO SMOKE & CO ALARM

LIGHTING FIXTURE LEGEND

EXT WALL MT FLOODMOTION / PHOTOCELL

D

F

F.A.U. 95% AFUE

BDRM 2

STORAGE 2

BDRM 3

BDRM 4

BATH 2

PDR

HALL 2

54" A

FF

54" AFF

42" AFF

30" AFF

30" AFF

200A PANEL

TANKLESS WATER HEATER

SINGLE POLE SWITCH

DOUBLE POLE SWITCH

TRIPLE POLE SWITCH

TIMER SWITCH

OCCUPANCY SENSOR SWITCH

DIMMER SWITCH

110 VOLT OUTLETDUPLEX

110 VOLT OUTLETGFCI PROTECTED

220 VOLT OUTLET

110 VOLT OUTLETWP COVER GFCI PROT.

WP GFCI

DW

GD

DISH WASHER OUTLETDEDICATED IN CABINET

GARBAGE DISPOSAL OUTLETIN CABINET

REF REFRIGERATOR OUTLET DEDICATED

ELECTRICAL FIXTURE LEGEND

GFCI

VACANCY SENSOR SWITCH

TV

110 VOLT OUTLETQUADPLEX

3

4

T

D

OS

VS

DATA OUTLET COAX

E DATA OUTLET ETHERNET

F.A.U. FORCED AIR UNIT OUTLET DEDICATED

§ 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9.*§ 110.9(e): JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must be certified to the Energy Commission according to Reference Joint Appendix JA8.§ 150.0(k)1A: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A.§ 150.0(k)1B: Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control.§ 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JA8-2016-E light source rated for elevated temperature must be installed by final inspection in all recessed downlight luminaires in ceilings.§ 150.0(k)1D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 20 kHz.§ 150.0(k)1E: Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors.§ 150.0(k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k).*§ 150.0(k)1G: Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply with Reference Joint Appendix JA8. Installed lamps must be marked with “JA8-2016” or “JA8-2016-E” as specified in Reference Joint Appendix JA8.*§ 150.0(k)1H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with “JA8-2016-E.”§ 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A.§ 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.*§ 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF.§ 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer’s instructions.§ 150.0(k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). § 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9.§ 150.0(k)2G: Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it:functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of §130.5(f); and meets all other requirements in § 150.0(k)2.§ 150.0(k)2H: Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of §130.5(f); and all other requirements in § 150.0(k)2.§ 150.0(k)2I: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2.§ 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled by a vacancy sensor.§ 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with Reference Joint Appendix JA8, except luminaires in closets less than 70 square feet and luminaires in hallways.*§ 150.0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. § 150.0(k)3A: Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item § 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or EMCS).§ 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of power as determined according to § 130.0(c).

ENERGY - LIGHTING

Job No.:

Rich

ard

Rush

ton-

Arch

itect

235

SCEN

IC R

OAD

FAIR

FAX,

CA

949

30(4

15) 3

06-4

714

Emai

l: ric

h@ru

shto

narc

hite

ct.c

omww

w.ric

hard

rush

tona

rchi

tect

.net

Project Architect:

As in

dica

ted

3616

PAR

ADIS

E D

R. T

IBU

RO

N, C

A.

LOW

ER F

LOO

R E

LEC

TRIC

AL

E-1

PLN CH 1 REV1-30-2019

SIN

GLE

FAM

ILY

RES

IDEN

CE

1/4" = 1'-0"LOWER FLOOR LIGHTING

1/4" = 1'-0"LOWER FLOOR POWER

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LLL

L L L

L

L

L

L

L

L

L

LL

L L

LL

D

3D

D

4D3D

DD

D

3DD

FL

LL

LLL

L L L

L

L

L

L

L

L

L

LL

L L

LL

SD

C/S

LL

LL

F

L

SD

CO

C/S

50

GFC

I

GFC

I

GFC

I

GFC

I

GFCI

GFCI

GFCI

GFCI

GFC

I

220

WP

GFC

I

WP

GFC

I

WP

GFC

I

TV

TV

UP

DN















CEILING FAN / LIGHT

110V CO ALARM




D

F


















ELECTRICAL

TYP.

- 4

2" A

FF

1/2

SW -

14"

AFF

14" A

FF

DW

REF.DBL OVEN

14" AFFEXHAUST HOOD

?

MIN. 150 CFM.

LIVING

FAMILY ROOM

DINING

BREAKFAST

KITCHEN

SINGLE POLE SWITCH

DOUBLE POLE SWITCH

TRIPLE POLE SWITCH

TIMER SWITCH


DIMMER SWITCH



220 VOLT OUTLET


WP GFCI

DW

GD





GFCI


TV


3

4

T

D

OS

VS

DATA OUTLET COAX




ENERGY - LIGHTING

Job No.:

Rich

ard

Rush

ton-

Arch

itect

235

SCEN

IC R

OAD

FAIR

FAX,

CA

949

30(4

15) 3

06-4

714

Emai

l: ric

h@ru

shto

narc

hite

ct.c

omww

w.ric

hard

rush

tona

rchi

tect

.net

Project Architect:

As in

dica

ted

3616

PAR

ADIS

E D

R. T

IBU

RO

N, C

A.

MAI

N F

LOO

R E

LEC

TRIC

AL

E-2

PLN CH 1 REV1-30-2019

SIN

GLE

FAM

ILY

RES

IDEN

CE

1/4" = 1'-0"MAIN FLOOR LIGHTING

1/4" = 1'-0"MAIN FLOOR POWER

OPEN TO ABOVE

Rev

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Rev

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Dat

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D D

L

L

L

LL

D D

WP FL

4D

VS

VS T

DD

D

4D4

L

FL

F

F

L

4

L

L

TVS

C/S

SD

80

50

LL

LL

F

L

SD

CO

C/S

50

TV

DB WP

GFC

I

DN

DN

DN

GFCI

GFC

I

GFC

I

WP GFCI

GFC

I

GFC

I

WP GFCI

MSTR BATH

W.I.C.

MSTR BDRM

4" / 12"

4" /

12"

4" /

12"

6" /

12"

4" /

12"

4" / 12"

4" /

12"

6" /

12"

225 AMAIN CB PANEL

SERVICE ENTRANCE

4" / 12"

4" /

12"

TO GARAGE















CEILING FAN / LIGHT

110V CO ALARM




D

F


















ELECTRICAL

OPEN TO BELOW

MSTR BDRM

MSTR BATH

W.I.C.

FOYER

72" AFF72" AFF

BELOW TUB DECK

ACCESS PANEL

1/2 SW1/2 SW

1/2 SW

42" A

FF

16" A

FF

16" AFF

225 AMAIN CB PANEL

SERVICE ENTRANCE42

" AFF

42" A

FF

SINGLE POLE SWITCH

DOUBLE POLE SWITCH

TRIPLE POLE SWITCH

TIMER SWITCH


DIMMER SWITCH



220 VOLT OUTLET


WP GFCI

DW

GD





GFCI


TV


3

4

T

D

OS

VS

DATA OUTLET COAX




ENERGY - LIGHTING

Job No.:

Rich

ard

Rush

ton-

Arch

itect

235

SCEN

IC R

OAD

FAIR

FAX,

CA

949

30(4

15) 3

06-4

714

Emai

l: ric

h@ru

shto

narc

hite

ct.c

omww

w.ric

hard

rush

tona

rchi

tect

.net

Project Architect:

As in

dica

ted

3616

PAR

ADIS

E D

R. T

IBU

RO

N, C

A.

UPP

ER F

LOO

R E

LEC

TRIC

AL

E-3

PLN CH 1 REV1-30-2019

SIN

GLE

FAM

ILY

RES

IDEN

CE

1/4" = 1'-0"UPPER FLOOR LIGHTING

1/4" = 1'-0"UPPER FLOOR POWER

Rev

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Rev

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n 1

Dat

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LL

LL

F

L

SD

CO

C/S

50

4

VS

GFCI

GFCI

GFC

I

GFCI

WP GFCI

DN


















ELECTRICAL

SINGLE POLE SWITCH

DOUBLE POLE SWITCH

TRIPLE POLE SWITCH

TIMER SWITCH


DIMMER SWITCH



220 VOLT OUTLET


WP GFCI

DW

GD





GFCI


TV


3

4

T

D

OS

VS

DATA OUTLET COAX

















CEILING FAN / LIGHT

110V CO ALARM




D

F

PROVIDE DEDICATED 15 A CEILING OUTLET

FOR GD OPENER

42" AFF

42" AFF

16" AFF

GARAGEPROVIDE DEDICATED 15 A CEILING OUTLET

FOR GD OPENER


ENERGY - LIGHTING

Job No.:

Rich

ard

Rush

ton-

Arch

itect

235

SCEN

IC R

OAD

FAIR

FAX,

CA

949

30(4

15) 3

06-4

714

Emai

l: ric

h@ru

shto

narc

hite

ct.c

omww

w.ric

hard

rush

tona

rchi

tect

.net

Project Architect:

As in

dica

ted

3616

PAR

ADIS

E D

R. T

IBU

RO

N, C

A.

GAR

AGE

ELEC

TRIC

AL

E-4

PLN CH 1 REV1-30-2019

SIN

GLE

FAM

ILY

RES

IDEN

CE

1/4" = 1'-0"GARAGE LIGHTING

1/4" = 1'-0"GARAGE POWER PLAN

Rev

isi o

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escr

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OUTLET ACOOK-TOP40000 BTU

OUTLET CF.A.U.

100,000 BTU

OUTLET D W.H. - ON DEM.

200,000 BTU

OUTLET BF.P.-GAS LOG

80,000 BTU

(2.4)28'

1/2"ø

(2.5)2'

1/2"ø

(1.3)4'

1 1/4"ø

(4.2)7'

3/4"ø

(3.2)3'

3/4"ø

(2.2)7'

1/2"ø(2.3)

2'1/2"ø

(1.2)13'

1 1/4"ø

(1.1)2'

1 1/4"ø

(5.1)16'1"ø

(5.3)2'

1"ø

(5.4)3'

1"ø

(5.2)3'

1"ø(4.1)

2'1"ø

(3.1)6'

1 1/4"ø

(2.1)7'

1/2"ø

2'-0" 16'-0" 2'-0" 6'-0" 7'-0" 28'-2"

2'-0

"7'

-0"

3'-0

"9"

OUTLET COUTLET D

OUTLET B

OUTLET A

UP TO METER

BATHROOMS ARE TO BE VENTED TO THE EXTERIOR, AND CONTROLLED BY TIMER, HUMIDITY SWITCH OR OTHER APPROVED MEANS OF AUTOMATIC CONTROLL.

PROVIDE 80CFM MIN FOR ROOMS CONTAINING BATHING FACILITIES, 50CFM MIN FOR TOILET ROOMS WITHOUT BATHING FACILITIES AND MIN 50 CFM CONINUOUS OR 100CFM INTERMITTENT AT KITCHEN RANGE HOODS.

TANKLESS WATER HEATER TO BE EQUIPPED WITH DIRECT VENT (FAN ASSISTED SEALED COMBUSTION) TO EXTERIOR.

MECHANICAL1210.11.2 EMERGENCY SHUTOFF VALVES AN EXTERIOR SHUTOFF VALVE TO PERMIT TURNING OFF THE GAS SUPPLY TO EACH BUILDING IN AN EMERGENCY SHALL BE PROVIDED. THE EMERGENCY SHUTOFF VALVES SHALL BE PLAINLYMARKED AS SUCH AND THEIR LOCATIONS POSTED AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

1211.7 EARTHQUAKE-ACTUATED GAS SHUTOFF VALVES

EARTHQUAKE-ACTUATED GAS SHUTOFF VALVES DESIGNED TO AUTOMATICALLYSHUT OIL THE GAS AT THE LOCATION OF THE VALVE IN THE EVENT OF A SEISMIC DISTURBANCE AND CERTIFIED BY THE STATE ARCHITECT AS CONFORMING TO CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 12, CHAPTER 12-16-1, SHALL BE PROVIDED FOR BUILDINGS WHEN SUCH INSTALLATION IS REQUIRED BY LOCAL ORDINANCE. EARTHQUAKE-ACTUATED GAS SHUTOFF VALVES WHICH HAVE NOTBEEN CERTIFIED BY THE STATE ARCHITECT SHALL BE PROHIBITED IN BUILDINGS OPEN TO THE PUBLIC UNDER MANDATORY INSTALLATION BY LOCAL ORDINANCE, INSTALLATION OF THE VALVES SHALL BE IN ACCORDANCE WITH LOCAL ORDINANCE, AND IN THE ABSENCE OF SUCH PER THE MANUFACTURER S INSTALLATION INSTRUCTIONS.

1212.5 APPLIANCE SHUTOFF VALUES AND CONNECTIONS APPLIANCES CONNECTED TO A PIPING SYSTEM SHALL HAVE AN ACCESSIBLE, APPROVED MANUAL SHUTOFF VALVE WITH A NONDISPLACEABLE VALVE MEMBER, OR A LISTED GAS CONVENIENCE OUTLET. APPLIANCE SHUTOFF VALVES AND CONVENIENCE OUTLETS SHALL SERVE A SINGLE APPLIANCE AND SHALL BE INSTALLED WITHIN 6 FEET (1829 MM) OF THE APPLIANCE IT SCRVES. WHERE A CONNECTOR IS USED, THE VALVE SHALL BE INSTALLED UPSTREAM OF THE CONNECTOR. A UNION OR FLANGED CONNECTION SHALL BE PROVIDED DOWNSTREAM FROM THE VALVE TO PERMIT REMOVAL OF APPLIANCE CONTROLS. SHUTOFF VALVES SERVING DECORATIVE APPLIANCES SHALL BE PERMITTED TO BE INSTALLED IN FIREPLACES WHERE LISTED FOR SUCH USE. [NFPA 54:9.6.4, 9.6.4.1]

1212.8 SEDIMENT TRAP WHERE A SEDIMENT TRAP IS NOT INCORPORATED AS A PART OF THE APPLIANCE, A SEDIMENT TRAP SHALL BE INSTALLED DOWNSTREAM OF THE APPLIANCE SHUTOFF VALVE AS CLOSE TO THE INLET OF THE APPLIANCE AS PRACTICAL, BEFORE THE FLEX CONNECTOR, WHERE USED AT THE TIME OF APPLIANCE INSTALLATION. THE SEDIMENT TRAP SHALL BE EITHER A TEE FITTING WITH A CAPPED NIPPLE IN THE BOTTOM OUTLET, AS ILLUSTRATED IN FIGURE 1212.8, OR OTHER DEVICE RECOGNIZED AS AN EFFECTIVE SEDIMENT TRAP. ILLUMINATING APPLIANCES, RANGES, CLOTHES DRYERS, DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES, GAS FIREPLACES, AND OUTDOOR GRILLS SHALL NOT BE REQUIRED TO BE SO EQUIPPED.

1213.4 DETECTION OF LEAKS AND DEFECTS THE PIPING SYSTEM SHALL WITHSTAND THE TEST PRESSURE SPECIFIED WITHOUT SHOWING EVIDENCE OF LEAKAGE OR OTHER DEFECTS. REDUCTION OF TEST PRESSURES AS INDICATED BY PRESSURE GAUGES SHALL BE DEEMED TO INDICATE THE PRESENCE OF ALEAK UNLESS SUCH REDUCTION IS READILY ATTRIBUTED TO SOME OTHER CAUSE. [NFPA 54:8.1.5.1]

1215.3 GAS APPLIANCES

WHERE THE GAS APPLIANCES TO BE INSTALLED HAVE NOT BEEN DEFINITELY SPECIFIED, TABLE 1208.4.1 SHALL BE PERMITTED TO BE USED AS A REFERENCE TO ESTIMATE REQUIREMENTS OF TYPICAL APPLIANCES.

TO OBTAIN THE CUBIC FEET PER HOUR (M3/H) OF GAS REQUIRED, DIVIDE THE INPUT OF THE APPLIANCES BY THE AVERAGE BTU (KW•H) HEATING VALUE PER CUBIC FOOT (M3) OF THE GAS. THE AVERAGE BTU (KW•H) PER CUBIC FOOT (M3) OF THE GAS IN THE AREA OF THE INSTALLATION SHALL BE PERMITTED TO BE OBTAINED FROM THE SERVING GAS SUPPLIER.

1215.4 SIZE OF PIPING OUTLETS

THE SIZE OF THE SUPPLY PIPING OUTLET FOR A GAS APPLIANCE SHALL BE NOT LESS THAN 11⁄2 OF AN INCH (15 MM).

1216.1 PIPE SIZING METHODS

WHERE THE PIPE SIZE IS TO BE DETERMINED USING A METHOD IN SECTION 1216.1.1 THROUGH SECTION 1216.1.3. THE DIAMETER OF EACH PIPE SEGMENT SHALL BE OBTAINED FROM THE PIPE SIZING TABLES IN SECTION 1216.2 OR FROM THE SIZING EQUATIONS IN SECTION 1216.3. [NFPA 54:6.1]

1216.1.2 BRANCH LENGTH METHOD

PIPE SHALL BE SIZED AS FOLLOWS:1. THE PIPE SIZE OF EACH SECTION OF THE LONGEST PIPE RUN FROM THE POINT OF DELIVERY TO THE MOST REMOTE OUTLET SHALL BE DETERMINED USING THE LONGEST RUN OF PIPING AND THE LOAD OF THE SECTION.2. THE PIPE SIZE OF EACH SECTION OF BRANCH PIPING NOT PREVIOUSLY SIZED SHALL BE DETERMINED USING THE LENGTH OF PIPING FROM THE POINT OFDELIVERY TO THE MOST REMOTE OUTLET IN EACH BRANCH AND THE LOAD OF THE SECTION. [NFPA 54:6.1.2]

PLUMBING - GAS

WINDOWS/DOORS .30 U FACTOR OR LESS.

BUILDING ENVELOPE LEAKAGE TEST-2RD PARTY HERS TEST.

HRV- HEAT RECOVERY VENTILATOR REQUIRED

TANKLESS DHW 92% EFFICIENCY.

FORCED AIR FURNACE 95% AFUE.

BUILDING-LEVEL VERIFICATIONS:• BUILDING ENVELOPE AIR LEAKAGE• IAQ MECHANICAL VENTILATION

COOLING SYSTEM VERIFICATIONS:• -- NONE --

HVAC DISTRIBUTION SYSTEM VERIFICATIONS:• DUCT SEALING• DUCTS LOCATED WITHIN THE CONDITIONED SPACE (EXCEPT < 1 2 LINEAL FT)

DOMESTIC HOT WATER SYSTEM VERIFICATIONS:• -- NONE –

ENERGY

PLUMBING EQUIPMENT AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE 2016 FIXTURES TO BE IN COMPLIANCE WITH TITLE 24 TOILETS SHALL BE MAXIMUM 1.6 GALLONS PER FLUSH

PROTECT ALL PLUMBING FIXTURES AGAINST USE AND DAMAGE DURING CONSTRUCTION

PROVIDE CLEAN-OUT AT ALL BENDS AND ANGLES WHERE REQ. BY CODE ANDEXTENDED TO FLUSH INSTALLATION WITH FLOOR WALL OR FINISH GRADE

INSTALL EACH FIXTURE WITH TRAP, EASILY REMOVABLE FOR SERVICING AND CLEANING AT COMPLETION THOROUGHLY CLEAN PLUMBING FIXTURES AND EQUIPMENT

PRESSURE TESTS: THE CONTRACTOR SHALL SUBJECT ALL SUPPLY AND DWV PIPING TO PRESSURE TEST AS PRESCRIBED BY THE CALIFORNIA PLUMBING CODE TO ENSURE PROPER OPERATION

SINKS USED FOR SOAKING WASHING OR PREPARING FOOD SHALL BE DRAINED BY MEANS OF INDIRECT WASTE OR APPROVED DWV PIPE AND SHALL DISCHARGE THROUGH AN AIR GAP OR APPROVED VENT

NO DOMESTIC DISHWASHING MACHINE SHALL BE DIRECTLY CONNECTED TO ADRAINAGE SYSTEM OR FOOD WASTE DISPOSAL WITHOUT THE USE OF AN APPROVED AIRGAP FITTING ON THE DISCHARGE SIDE OF THE DISHWASHINGMACHINE

PLUMBING

Job No.:

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PLN CH 1 REV1-30-2019

SIN

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GAS PIPING DIAGRAM

OUTLET A - 40CFHMark Length Size Demand

1.1 1.5' 1 1/4"ø 420 CFH1.2 12.5' 1 1/4"ø 420 CFH1.3 3.6' 1 1/4"ø 420 CFH2.1 6.8' 1/2"ø 40 CFH2.2 6.9' 1/2"ø 40 CFH2.3 1.9' 1/2"ø 40 CFH2.4 28.1' 1/2"ø 40 CFH2.5 1.5' 1/2"ø 40 CFHTOTAL 62.8'

OUTLET B - 80CFHMark Length Size Demand

1.1 1.5' 1 1/4"ø 420 CFH1.2 12.5' 1 1/4"ø 420 CFH1.3 3.6' 1 1/4"ø 420 CFH3.1 5.8' 1 1/4"ø 380 CFH3.2 3.2' 3/4"ø 80 CFHTOTAL 26.6'

OUTLET C - 100CFHMark Length Size Demand

1.1 1.5' 1 1/4"ø 420 CFH1.2 12.5' 1 1/4"ø 420 CFH1.3 3.6' 1 1/4"ø 420 CFH3.1 5.8' 1 1/4"ø 380 CFH4.2 7.1' 3/4"ø 100 CFH4.3 0.3' 3/4"ø 100 CFHTOTAL 30.8'

OUTLET D - 200CFHMark Length Size Demand

1.1 1.5' 1 1/4"ø 420 CFH1.2 12.5' 1 1/4"ø 420 CFH1.3 3.6' 1 1/4"ø 420 CFH3.1 5.8' 1 1/4"ø 380 CFH5.1 15.8' 1"ø 200 CFH5.2 2.9' 1"ø 200 CFH5.3 1.9' 1"ø 200 CFH5.4 3.4' 1"ø 200 CFH5.5 0.2' 1"ø 200 CFH5.6 0.2' 1"ø 200 CFHTOTAL 47.8'

CPC TABLE 1208.4.1 APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES1216.1.2 BRANCH LENGTH METHOD

TABLE 1216.2(1) SCHEDULE 40 METALLIC PIPE

1/8" = 1'-0"LOWER FLOOR GAS

1/8" = 1'-0"MAIN FLOOR GAS

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S-0

PLN CK REV11-30-2019

REPLACE EXISTING PLYWOOD AND NAILINGPATTERN PER SHEAR WALL PER SCHEDULE ONSHEET S-1

ISSUE #6:REPLACE PLYWOOD PERSCHEDULE FOR P/3SHEAR WALL.

ISSUES #3, 5 & 8REPLACE MUDSILL ANDPLYWOOD AT SHEARWALL. REF. DET. 5/S-10.R& SHEAR WALLSCHEDULE ON S-1

ISSUE #1REPLACE MUDSILL. ATWALL REF. DET. 5/S-10.R

ISSUES #7-10 & 16-18:ALL THE FRAMING IN THIS AREA TO BE REPLACED.

ISSUE:INSTALL HOLDDOWNS AND PLYWOOD ATSHEAR WALL P/3 PER SCHEDULE ONSHEET S-1 AND INFORMATION PER PLAN

LEGEND:

ISSUE: INSET HOLDDOWNSPROVIDE EDGE NAILING AT THE EXISTINGPOSTS OF SHEAR WALL PANELSCORRESPONDING TO SHEAR WALL TYPE"P/3" FROM THE SCHEDULE ON SHEET S-1,AND REPLACE PLYWOOD SHEATHING PERSHEAR WALL SCHEDULE FOR: "P/3".REF. DETAIL 2 / S-10.R

ISSUE: ANCHOR BOLTSDRILL AND EPOXY NEW 5/8" ANCHORBOLTS w/ 21/2"x21/2"x1/4" BEARING PLATEAT MUD SILL w/ 9" MIN. EMBEDMENT,AND SPACING PER SHEAR WALLSCHEDULE ON S.1, AT MUD SILL PERDETAIL 5 / SHEET S-10.R.

(E) PLYWOOD SHEAR WALL TO REMAIN. VERIFY IF (E) HOLDDOWNSARE PROPERLY INSTALLED AND CONNECTED. VERIFY (E) HOLDDOWNSPOST ARE INTERCONNECTED AS REQUIRED. VERIFY (E) PLYWOODPROPERLY NAILED TO (E) HOLDDOWN POSTS. VERIFY SOLID BLOCKINGIS PRESENT UNDER WALL AT UPPER FLOORS.

ISSUE: ANCHOR BOLTSDRILL AND EPOXY NEW 5/8"ANCHOR BOLTS w/ 21/2"x21/2"x1/4"BEARING PLATE AT MUD SILL w/9" MIN. EMBEDMENT, ANDSPACING PER SHEAR WALLSCHEDULE ON S.1, AT MUDSILL PER DETAIL 5 / SHEETS-10.R.

ISSUE: ANCHOR BOLTSDRILL AND EPOXY NEW 5/8" ANCHORBOLTS w/ 21/2"x21/2"x1/4" BEARINGPLATE AT MUD SILL w/ 9" MIN.EMBEDMENT, AND SPACING PERSHEAR WALL SCHEDULE ON S.1, ATMUD SILL PER DETAIL 5 / SHEETS-10.R.

REPLACE SHEATHING AT WALLLOCATED AT THE CURRENT FLOOR

1

1 7

7

H H

AA

2

2

4

4

5

5

10

10

11

117

7

B B

D D

G G

H H

8

4X6

4X6 4X6

4X4

4X4 4X4

4X4 4X4

6X6

4X64X64X64X6

6X66X66X6

6X6

4X4

4X6 4X4

HD2A

HD8A

HD8A

HD15HD15HD20AHD20A

HD6A

HD6A

HD2A

HD2A

HD5A

HD5AHD8A

HD8AHD8A

HD6AHD6AHD6AHD6A

4X4

HD10A

HD10A

4X4

4X4

4X4

HD5A

62'-0"

32'- 6"

62'-0"

25'-6

"

20'-0" 13'-11" 9'-7 1/2" 10'-5 1/2" 8'-0"


THICKENED MAT @ FIRE PLACE

7'-0"7'-10"

10'-2"7'-6"

20'-0" 13'-11" 12'-1" 16'-0"

12'-6

"5'

-6"

PIERS NOT REQ'D. IF SOIL BEARING PRESSURE IS

VERIFIED TO BE EQUAL OR GREATER THAN 3000PS

18" CIDH CONC. PIERS 13' MIN. INTO BEDROCK .TYP . @ ALL PIERS & 10" WALLS

W14X26W14X26

8S-13.1

9S-13.1

8S-13.1

9S-13.1

P/3

P/3

(E)P/3

P/3 P/3

(E)P/3

P/3

(E)P/4

(E)SWP/#

BUILDING ABOVE

2 EQUAL SPACES

4'-0" MIN.

THREE EQUAL SPACES 2 EQUAL SPACES 2 EQUAL SPACES

HD2A

P/3

P/3

4-3/4" ON EQUAL SPACED 6" TO 12" FROM TOP & BOT. PLATE

TYP. EACH WALL LIFT, 12" LONG BOLT MIN.

EQ EQ EQ EQ EQ EQ EQ EQ EQ

5'-0" MIN.

4-3/4" ON EQUAL SPACED 6" TO 12" FROM TOP & BOT. PLATE TYP. EACH WALL LIFT, 12" LONG BOLT MIN.

4 #6 @ 6" O.C. ADDED (B) CENTERED BELOW

BEARING WALL 2 #6 @ 6" O.C.

SP

AC

ES

2 EQ

UA

L

THREE

EQUAL

SPACES

FOUNDATION NOTES1. REFER TO SHEETS OR STANDARD NOTES AND DETAILS OF

CONSTRUCTION2. REFER TO SHEETS S-1, S-3, S-4, AND S-5 FOR PROJECT

REFERENCE, NOTES, FRAMING, ETC.3. PER UBC SECTION 306 SPECIAL INSPECTIONS ARE REQUIRED

FOR:a. ALL WELDING: BY AN APPROVED TESTING AND

INSPECTION AGENCYb. ALL CONCRETE POURS; REVIEW OF REBAR, PLACEMENT,

CONCRETE QUALITY AND DIMENSIONS AND PLACEMENT PROCEEDURES FOR CONFORMANCE TO PLANS AND EXCEPTED PROCEDURES BUY AN APPROVED TESTING AND INSPECTION AGENCY

c. ALL SOILS SITE WORK FOR CONFORMANCE TO CODE, PLANS AND THE PROJECT GEOTECHNICAL REPORT, INCLUDING BUT NOT LIMITED TO G.I.D.M. PIER AND FOUNDATION EXCAVATION, SLIDE REPAIR AND FILL CONSTRUCTION BY THE PROJECT SOILS ENGINEER.

THESE INSPECTIONS DO NOT, UNLESS WITH PRIOR APPROVAL, TAKE THE PLACE OF USUAL BUILDING DEPARTMENT INSPECTIONS. 4. PRIOR TO THE CONTRACTOR REQUESTING A FOUNDATION INSPECTION, UNLESS OTHERWISE ARRANGED IN ADVANCE, THE SOILS ENGINEER SHELL ADVISE THE BUILDING OFFICIAL IN WRITING OF THE FOLLOWING:

a. REBUILDING EXCAVATION AND PAD WAS PREPARED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT.

b. THE FOUNDATION WARMING AND GRADING COMPLY WITH THE PROJECT GEOTECHNICAL REPORT AND PLANS.

c. PIER LOCATION AND DEATHS CONFORM TO THE PROJECT TEXT GEOTECHNICAL REPORT AND THE PLANTS

1. ALL CONCRETE TO BE POURED IN DAMPENED EXCAVATIONS OR FORMS. NO TREMIE CONCRETE POURS UNLESS WITH PRIOR APPROVAL OF SOILS AND STRUCTURAL ENGINEERS. PLUMBING WELL POINTS OR OTHERWISE MAY BE NECESSARY.

2. CALL CALLED JOINTS IN STRUCTURAL CONCRETE MUST BE SANDBLASTED TO REMOVE ALL LATENCY AND TO EXPOSE AGGREGATE TO ¼” AMPLITUDE. FORM RELEASE OIL OR OTHER CONTAMINANTS MUST BE REMOVED FROM BAR REINFORCING OR CONCRETE JOINTS PRIOR TO CONCRETE POUR

3. CARE MUST BE TAKEN TO PROTECT WORKERS AND THE PUBLIC FROM HARM DURING CONSTRUCTION.

4. ALL CONCRETE MUST BE CONSOLIDATED BY MECHANICAL VIBRATION. PROVIDE A MINIMUM OF ONE STANDBY VIBRATOR DURING ALL POURS.

5. PROVIDE ¾” CHAMFER THAT’S ALL EXPOSED CONCRETE EDGES.

6. ALL CONCRETE SLABS AND WALLS TO BE WET CURED OR FORM CURED FOR FIVE DAYS MINIMUM. OR CURE WET WITH TIGHT FORMS FOR TWO DAYS FOLLOWED BY CURE SEAL APPLIED IN CONFORMANCE TO MANUFACTURERS SPECIFICATIONS.

SHEAR WALL NOTES & SCHEDULE1. REFER TO SHEET S-0 FOR STANDARD NOTES AND DETAILS

OF CONSTRUCTION. 2. PLYWOOD NAILS ARE TO BE 8 D COMMON WIRE SHORTS

WITH 1 ½” INCH MINIMUM PENETRATION, NAIL HEADS PENETRATING OUTER WOULD LAMINATION WILL BE CONSIDERED REJECTABLE AND RE-NAILING MAY BE REQUIRED.

3. FIELD NAILING SHALL BE 8D AT 12” O.C.4. EDGE NAIL PLYWOOD TO ALL POSTS AND STUDS WITH HOLD-

DOWNS (HD’S) OR PURLIN ANCHORS (PA’S).5. HOLD DOWN ANCHORS WITH NUTS AND WASHERS TO SILL

MAY BE CONSIDERED AS ANCHOR BOLT FOR SHEAR WALL PURPOSES.

6. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS AR TO BE SHEATHED WITH SAME PLYWOOD AS SHEAR WALLS AND NAILED WITH 8 D AT 6” O.C. EDGES, 12” O.C. FIELD AND SEALS WILL BE ANCHORED WITH 5/8” X 10” ANCHOR BOLTS AT 48” O.C.

7. SILL PLATE ANCHOR BOLT HOLD DOWN ANCHORS AND PERLIN ANCHORS SHALL BE ACCURATELY POSITIONED PRIOR TO POURING OF CONCRETE.

8. AT SHEAR WALLS SHEATHED ON BOTH SIDES OF THE PLYWOOD SHEETS SHALL BE STAGGERED SO EDGE NALING DOES NOT OCCUR ON COMMON STUDS.

GENERAL NOTES1. See plans for size and locations of holdowns.

2. See foundation plan for size and spacing of A.B.

3. Keep minimum 1/16” clear between all plywood panel edges.

4. Used one piece of plywood sheets at all shear walls 48” or less in with

5. Use 3X studs and 3X blocking at all panel edges.

6. All plywood panel shall be a minimum 24” wide.

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1/4" = 1'-0"FOUNDATION

WITHIN 250 FEET FROM THE SHORELINE, EXPOSED FASTENERS SUCH AS DECK SCREWS, RAILING

FASTENERS, ETC. MUST BE OF STAINLESS STEEL OR HAVE

APPROVED CORROSIVE RESISTIVE

J51-

3/4"

X 1

1-7/

8" T

JI @

16"

O.C

.

J5

J32x12 PT DF#1 @ 16" O.C.

J5

J51-3/4" X 11-7/8" TJI @ 16" O.C.

J22x10 DF#2 @ 16" O.C.

J51-3/4" X 11-7/8" TJI @ 16" O.C.

ISSUE #2 REPLACE DECAYED FLOOR SHEATHING IN AREA

INDICATED PER PLAN WITH NEW3_4" PLYWOOD,

PER DET. 4 / S-10.R; REPLACE (E) FLOOR TJs ASDIRECTED BY THE ENGINEER.

REPLACE AS NECESSARY BLK'G. AT FLOOR FRAMING PERDETAIL 4 / S-11.R

ISSUES #5&14REPLACE DECAYED FLOORSHEATHING IN AREA INDICATED PERPLAN WITH NEW 3/4" PLY'D, PER DET.S-11.R; REPLACE (E) FLOOR TJs ASDIRECTED BY THE ENGINEER.

ISSUES #20&21REPLACE DECAYED FLOOR SHEATHING INAREA INDICATED PER PLAN WITH NEW 3_

4"PLYWOOD, PER DET. 4 / S-10.R & DETAILSON S-11.R; REPLACE (E) FLOOR TJs ASDIRECTED BY ENGINEER

ISSUE: 38ADD NON-SHRINK GROUT BENEATHTHE BASE PLATE / ANCHOR BOLTSOF AN EXISTING STEEL COLUMN

5'-0"HDU4

6'-0"

ISSUE: LEDGER DRAGCONSTRUCTIONINSTALL (2)- 5/8" ANCHOR BOLTS ASSHOWN PER DETAIL ON THIS SHEET,AND PROVIDE SPECIAL INSPECTIONFOR NEW BOLTS

ISSUE: ANCHOR BOLTSDRILL AND EPOXY NEW 5/8"ANCHOR BOLTS w/ 21_

2"x21_2"x

1_4"BEARING PLATE AT MUD SILL w/ 9"

MIN. EMBEDMENT, AND SPACINGPER AT MUD SILL PER DETAIL 5 /SHEET S-10.R.

4'

2'-8"4'

6'

8'4'

FILE NAME: DRAWN BY:1''=1'-0'' N.CELDRANDETAIL2

4x6 DF POST ATBAY

TENSION TIE:LTT20B

4x6 DF POST ATBAY

TENSION TIE:LTT20B

2x6 PLATE

2x BLK'G

2x RIM JOIST

NEW 3/4" FLOOR PLY.SEE PLAN FOR LOCATIONS

A23 CLIP AT EA POST w/10d NAILS

A23 CLIP AT EA POST w/10d NAILS

ISSUE: LEDGER DRAGCONSTRUCTIONENGINEER TO VERIFY (E) CONSTRUCTIONOF LEDGER DRAG. ADD TWO 5/8" ANCHORBOLTS AS SHOWN IF CONSTRUCTIONDON'T MATCH ORIG. DETAIL PROVIDESPECIAL INSPECTION FOR NEW BOLTS

REPLACE SHEATHING AT WALL LOCATED AT THECURRENT FLOOR

LEGEND:

P/#REPLACE EXISTING PLYWOOD ANDNAILING PATTERN PER SHEAR WALL PERSCHEDULE ON SHEET S-1, U.O.N.

(E) PLYWOOD SHEAR WALL TO REMAIN. VERIFY IF(E) HOLDDOWNS ARE PROPERLY INSTALLED ANDCONNECTED. VERIFY (E) HOLDDOWNS POST AREINTERCONNECTED AS REQUIRED. VERIFY (E)PLYWOOD PROPERLY NAILED TO (E) HOLDDOWNPOSTS. VERIFY SOLID BLOCKING IS PRESENTUNDER WALL AT UPPER FLOORS.

(E)SW

ISSUE #4REPLACE BLOCKING AT FLOOR JOISTSIN KIND AND PER CORRESPONDINGDETAIL 6 ON SHEET S-11.R, TYP. AT ALLSHEAR WALLS AS REQUIRED TO REPAIRWOOD DECAY.

ISSUE #11 REPLACE PLYWOOD AT SHEAR WALL PER

SCHEDULE ON S-1, AND DET. 2 / S-10.R. REPLACE DECAYED WALL FRAMING MEMBERS IN

ACCORDANCE WITH DETAIL 1 / S-10.R ANDCORRESPONDING DETAIL FOR SHEAR TRANSFER

BETWEEN FLOORS ON SHEET S-11.R.

ISSUE #13REPLACE FLOOR SHEATHING IN THE AREAMARKED ON THE PLAN AND DECAYEDFLOOR FRAMING MEMBERS IN KIND ANDPER CORRESP. DETAIL ON S-11.R

ISSUES #7-10 & 16-18:REPLACE ALL FRAMING IN THIS AREA

INSTALL DRAG STRUT CMST14 w/10d PER DET. 7 / S-10.R

ISSUES #7-10 & 16-18:REPLACE ALL FRAMING IN THIS AREA

ISSUE #39SUPPLEMENT EXISTING 1_

2"BOLTS AT EXISTING LEDGERWHERE MIN. CLEARANCE PERDET. 8 /S-10.R NOT PROVIDED, ORREPLACE IN KIND THE ENTIRELEDGER IF SUPPLEMENTING ISNOT FEASIBLE.

ISSUE #12 REPLACE SHEAR WALL PLYWOOD PER SCHEDULE

ON S-1, AND DET. 2 / S-10.R. REPLACE DECAYED WALL FRAMING MEMBERS IN

ACCORDANCE WITH DETAIL 1 / S-10.R ANDCORRESPONDING DETAIL FOR SHEAR TRANSFER

BETWEEN FLOORS ON SHEET S-11.R.

1

1 7

7

H H

AA

2

2

4

4

5

5

11

117

7

A A

B B

G G

4

4

5

5

10

GG

BB

D

8

6x12

PT

DF #1

6x12

PT

DF #1

4x12 DF #2

4x12 DF #2

4x12 DF #24x12 DF #2

4x12

DF #

2

4x12

DF #

2

4x12 DF #2 W10X30

3.5 x 11.875 PSL

4x12 DF #2

4X6

4X6 6X6

4X6

6X6 6X6 6X6

W14X26 W14X26

4X44X4

4X44X44X4

4X6

4X4

4X4

4X4

4X4

HD2A

HD8A

HD8A

HD20AHD20AHD20AHD20A

MSTI48 MSTI48

HD6A

HD6A

4X6

4X4HD2A

HD2A

HD5A

HD5AHD8A

HD8A

4X4HD8A

4X4

HD6A

HD6AHD6A

HD6A

HD10A

HD10A

HD5A

JA4JA4

JA4 JA4

6X6

3S-12.1

6S-12

1S-9

2S-12

10S-12.1

4S-11

3S-12.1

12S-5

1S-12

3S-12

1S-12

17S-12

5S-12

1S-12.1

62'-0"

32'- 6"

62'-0"

32'-6

"

20'-0" 13'-11" 9'-7 1/2" 10'-5 1/2" 8'-0"

7'-0"7'-10"

10'-2"7'-6"

20'-0" 13'-11" 12'-1" 16'-0"

12'-0

"6'

-0"

CANTILEVERED BEAMS SEALED WITH WATER-PROOFING MEMBRANE, L-FLASHING AND

ELASTOMERIC SEALANT TYP. @ BUILDING EXTERIOR.

7S-12

8S-6

19S-12

2S-12

1S-11

2S-11

1S-11

7S-11

8S-11

4S-11

17S-12

5S-11

6S-11

14S-12

8S-12

3S-4

3S-11

3S-11

P/3

BUILDING ABOVE

P/3

P/3

P/3 P/3

P/3

P/4

GRADE BEAM @ 18" @ PIERS. SEE DETAIL E/S-9

HD5A



PHI28

4'-0" MIN.5'-0" MIN.

P/4

P/3


FLOOR FRAMING NOTES

1. FLOOR SHEETING: FLOOR SHEETING SHALL BR ¾” CDX PLYWOOD, T&G. NAIL WITH 8 D AT 6” O.C. ALL SUPPORTED EDGES AND 8 D AT 10” O.C. ALL INTERMEDIATE BEARING. P.I. 32/16. KEEP MINIMUM 1/16” CLEAR BETWEEN ALL EDGES. ALL SHEETING SHALL BE GLUED TO FRAMING WITH SUBFLOOR ADHESIVE. NAIL FLOOR SHEETING TO A BLOCKING, RIM JOIST, ETC. WITH 8 D AT 4” O.C. AT ALL SHEAR WALLS.

2. FLOOR FRAMING: FLOOR FRAMING SHALL BE 11 7/8” TJI - 25 TRUSS IS AT 16”O.C. CONTRACTOR SHALL INSTALL TRUSSES, BRACING, WEB STIFFENERS AND BLOCKING AS RECOMMENDED BY MANUFACTURER.

3. WALLS: ALL WALLS SHALL BE 2 X 4 STUDS AT 16” O.C. UON ON PLANS. INDICATES FIRST LEVEL WALL SUPPORTING 3 STORIES WALLS SHELBY 3 X 4 OR 2 X 6 STUDS AT 16” O.C. ALL PLUMBING WALLS SHALL BE 2 X 6 STUDS AT 16” O.C. CONTRACTOR SHALL COORDINATE LAYOUT OF PLUMBING WALLS WITH PLUMBING CONTRACTOR PRIOR TO THE START OF FRAMING. 2 X 4 STUDS SHALL BE CONSTRUCTION GRADE OR BETTER PERIOD 2 BY 6 STUDS GREATER THAN 10 FEET TALL SHALL BE DF#2 OR BETTER. BLOCK ALL WALLS AT MAXIMUM 10’ O.C.

4. SHEAR WALLS: SEE FRAMING PLANS FOR LOCATION AND TYPE OF SHEAR WALL. ALL EXTERIOR SHEAR WALLS SHALL SHEATHED WITH TYPE P/1 SHEAR WALL SHEETING, U.O.N. ON PLANS. SHEAR WALL SHEETING SHALL BE CONTINUOUS THE ENTIRE WALL LENGTH FROM THE SILL PLATE TO SECOND FLOOR SHEATHING UNLESS OTHERWISE DETAILED OR SPECIFIED.

5. HEADERS: ALL HEADERS AT BEARING WALLS SHALL BE 4X12 AT 2X4 WALLS AND 6X6 AT 2X6 WALLS U.O.N. ON PLANS. PROVIDE 2 - 2 X - TRIMMERS AT ALL SHEARWALL AND BEARING WALLS.

6. POSTS: ALL BEAMS SHALL BEAR ON POSTS WITH TO MATCH WIDTH OF BEING AND DEPTH TO MATCH DEPTH OF WALL, U.N.O. ON PLANS. POST TO BE CONTINUOUS TO FOUNDATION. FASTEN ON LUMBER OR MICROLAM BEAMS 2 PARTS WITH PC POST CAP, USE CC COLUMN CAPS AT GLB’ S. USE EPC OR ECC CAPS AT ENDS OF BEAMS. THESE CONNECTIONS ARE TYPICAL UNLESS OTHERWISE DETAILED ON PLANS.

7. HANGARS: ALL MICROLAM OR SAWN LUMBER BEAMS SHALL HANG OFF OTHER BEAMS WITH HUTF (16 GAUGE) HANGERS.

8. TOP PLATES: ALL TOP PLATES SHALL BE SPLICED WITH 14 TO 16 D UNLESS OTHERWISE DETAILED OR SPECIFIED ON PLANS. ADD NAILING TO EXISTING DOUBLE TOP PLATES AS REQUIRED PERIOD NOTIFY ENGINEER OF ANY TOP DOUBLE TOP PLATES OR STUDS WHICH ARE NOTICED MORE THAN ONE THIRD THE WIDTH OF THE PLATES AT ANY SHEARWALL OR BEARING WALL. STRAP NEW DOUBLE TOP PLATES TO EXISTING DOUBLE TOP PLATES WITH ST 6236 TRACK.

9. LUMBER: ALL LUMBER SHALL CONFORM TO RULES OF A RECOGNIZED GRADING AGENCY AND TABLES 25 C-1 AND 25 A-1. ALL LUMBER BEANS HEADERS AND JOYCE AND POSTS SHALL BE D.F. #2 OR BETTER. ALL LUMBER IN CONTACT WITH CONCRETE, WITHIN 6 INCHES OF EARTH OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.

10. HOLDOWNS: THE LOCATIONS OF SHOWN HOLD DOWNS ARE APPROXIMATE. ALIGN HOLD DOWNS WITH ENDS OF SHEAR WALLS. PROVIDE A MINIMUM OF 2 -2 X - STUDS OR TRIMMERS OR 4 X - POSTS FOR HOLD DOWN. PROVIDE SHEARWALL EDGE NAILING INTO EACH STUD AT 2 ROWS E. AND PERIOD IN 24 X DASH POSTS WITH IS BOLTED TO HOLD DOWN. BLOCK SOLID BETWEEN POSTS AND FLOORS.

11. NON-BEARING PARTITIONS: PROVIDE EXTRA TJI JOISTS UNDER ALL NON-BEARING PARTITIONS AS SHOWN BY DETAIL SHEET.

12. ROOF POSTS: CONTRACTOR SHALL INSTALL POSTS TO ALIGN AND MET SIZE OF POSTS ABOVE. BLOCK SOLID BETWEEN POSTS AT FLOOR. SEE ROOF FRAMING PLAN TO DETERMINE SIZE AND LOCATION.

13. CARPORT FRAMING: WATERPROOF DECKS SHALL BE FRAMED WITH 4 X 10 JOISTS AT 16” O.C. SLOPE JOIST AT A MINIMUM OF ¼” PER FOOT FOR DRAINAGE. CONTRACTOR SHALL INSTALL FLASHING AND WATERPROOFING AS SPECIFIED BY MANUFACTURER. NOTE TO OWNER: WATERPROOF SERVICES REQUIRE PERIODIC MAINTENANCE AND REPLACEMENT PERIOD IT SHALL BE OWNER’S SOLE RESPONSIBILITY TO MAINTAIN DECK AND WATERPROOF SURFACE AS REQUIRED PERIOD.

14. MICRO LAM: SEE FRAMING PLANS FOR SIZE AND NUMBER OF MICRO LAM BEAMS. DEPTH OF MICROLAMS SHALL MATCH DEATH OF FLOOR JOISTS.

INTERNATIONAL MICRO LAM BEAMS AS SHOWN:

15. FLOOR TRUSS MANUFACTURER SHALL DESIGN THE TJI BLOCKING, RIM JOIST AND CONNECTOR MEMBERS TO TRANSFER ADDITIONAL LOADS DUE TO LATERAL FORCES

16. FASTNERS: WITHIN 250 FEET FROM THE SHORELINE, EXPOSED FASTENERS SUCH AS DECK SCREWS, RAILING FASTENERS, ETC. MUST BE OF STAINLESS STEEL OR HAVE APPROVED CORROSIVE RESISTIVE COATING.

INTERNAIL MICRO-LAM BEAMS AS SHOWN:

16D @ 12" O.C. THREE ROWS, EACH SIDE AS SHOWN

P/#

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EL F

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ING

S-3


1/4" = 1'-0"LOWER LEVEL FRAMING

WITHIN 250 FEET FROM THE SHORELINE, EXPOSED FASTENERS SUCH AS DECK SCREWS, RAILING

FASTENERS, ETC. MUST BE OF STAINLESS STEEL OR HAVE

APPROVED CORROSIVE RESISTIVE

J51-3/4" X 11-7/8" TJI @ 16" O.C.

J51-

3/4"

X 1

1-7/

8" T

JI @

16"

O.C

.

J51-

3/4"

X 1

1-7/

8" T

JI @

16"

O.C

.

J5

J74X

10 P

.T. D

.F#2

# 1

6" O

.C.

J7

4X10

P.T

. D.F

#2 #

16"

O.C

.

ISSUE #19DECAYED FLOOR SHEATHING BE REPLACEDENTIRELY IN THIS AREA W/ 3/4" PLYWOOD PERDET. 4 / S-10.R; REPLACE (E) FLOOR TJIs ASDIRECTED BY ENGINEER.

ISSUES #23 TO 27REPLACE EXISTING EXTERIOR PLYWOODSHEATHING PER DET. 2 / S-10.R ANDDECAYED WALL FRAMING MEMBERS PERDETAILS ON SHEET S-11.R

ISSUES #7-10REPLACE FRAMING AND PLYWOODAT BAY.

ISSUE #22REPAIR PERFORATED FLOORJOIST BY INSTALLING STIFFENERPER DETAIL 10 / S-10.R ON BOTHSIDES OF THE JOIST'S WEB

ISSUES #28:DECAYED FLOOR SHEATHING BEREPLACED ENTIRELY. w/ 3/4"PLYWOOD PER DET. 4 / S-10.R

INSTALL TWO ADDITIONAL 5/8"ANCHOR BOLTS, MIN. 4"EMBEDMENT INTO EX. CONC. WALL PER DETAIL 1, SHEET S-3.

ISSUE: Framing atLarge Middle FloorWindow Opening (FIG.63)

REINFORCE FRAMING AT THISLOCATION BY INSTALLING: POST CAP LCE4 AT END

POSTS TO EXISTING 4x12HEADER BEAM (Det. 15/-)

A23 ANGLE AT THE BASE OFEACH POST TO THE BASEPLATE (DET. 16/-)

ISSUES #23 to 27REPLACE THE ENTIRE EXISTING PLYWOOD ATEXTERIOR WALLS AND DECAYED WALLFRAMING WALLS (DET. 2/S-10.R) ANDREPLACE DECAYED FLOOR BLK'G. IN KINDPER DETAILS 1 TO 6 / SHEET S11.R

8'

BEAMS & BEAR ONPOST PER PLAN

CS16x30" STRAP,U.N.O 'HUCTF' OR OFFSET

'HW' HGR

BEAM

LCE4

POST SHALL BEACCURATELY CUT TO

PROVIDE FULLBEARING W/O SHIM

OPTION A

POST PER PLAN

OPTION BPOST PER PLAN

'EPC' POST CAP, U.N.O.POST SHALL BE

ACCURATELY CUT TOPROVIDE FULL

BEARING W/O SHIM

12" min.

(N) A23 ANGLEw/ 10d COMMONNAILS, 3-IN LONG.

(E) 4x POST ATSOLE PLATE

(E) 2x SOLE PLATE


LEGEND:



(E)SW

1

1 7

7

H H

AA

2

2

4

4

5

5

11

117

7

A A

B B

G G

4

4

5

5

10

GG

BB

D

8

4x10 DF #2

4x10

DF #

2

4x10 DF #2

1.75 x 11.875 (X2)

4x10

DF #

2

4x10

DF #

2

4x10 DF #2

4x10

DF #

2

4x10

DF #

2

3.5 x 11.875 PSL

3.5 x 11.875 PSL

3.5 x

11.87

5 PSL

3.5 x

11.87

5 PSL

4X44X4

4X4

4X4

4X4

6X6 4X6 6X6

4X6 4X6 4X6 4X6

4X6 4X4

4X6 4X6 6X6

4X44X4

4X4

4X4

4X4 4X4

4X4 4X4

4X4

4X4

4X4

HD2A

HD2A

HD2A

HDU4A

HD2A

HD2A

HD6A

HD6A

HD20AHD20A

MSTI48 MSTI48

HD6A

HD6A

HD6A

HD6A

4X4

HD6A

HD6A

4X4

HD6A

HD6A

HD6A6X6 6X6 6X6

4X4 4X6 4X44X64X6

4X4

JA4JA4

4X6

1S-6

3S-4

15S-12

3S-11

8S-12

12S-12

1S-5

3S-5

2S-12

17S-12

6S-11

62'-0"

32'- 6"

62'-0"

32'-6

"

ES-9

2S-12

7S-12

17S-12

7S-12

17S-12

4X4

3.5 x

11.87

5 PSL

7S-12

2S-12

1S-12

4S-12

1S-3

1S-11

2S-11

1S-11

3S-12

9S-11

10S-12

9S-11

HDU4A

BUILDING ABOVE

P/0

P/0

P/4

P/0P/0

P/2

P/0

P/0

P/0

P/0

P/0

11S-12.1

17S-12

P/3 P/3

MSTI48


ST6236

ST6236

4'-0" MIN.5'-0" MIN.

5S-11

2S-3

P/4

P/4



8S-12.1

5S-4

P/1

P/#

(E)SW

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FLO

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FR

AM

ING

S-4


1/4" = 1'-0"MAIN FLOOR FRAMING

1" = 1'-0"2 POST TO BEAM CONNECTION

1 1/2" = 1'-0"3 POST TO BASE PLATE CONNECTION

NOTE A:PROVIDE STG236 STRAP WHERE WALL PLATE IS NOT CONTINUOUS

R4

T1PR

E-EN

G. S

CIS

SOR

TR

USS

@ 2

4" O

.C.

ISSUES #23 to 27

REPLACE EXISTING EXTERIORPLYWOOD SHEATHING PERDET. 2 / S-10.R

ISSUE: BAY'S ROOFREPLACEDROOF FRAMING AT BAY REPLACED PERPLAN AND DETAILS ON THIS SHEET.

1/2" CDX w/ 8d AT 6"O.C. EDGES AND 12" O.C.FIELD

ISSUES #23 to 27

REPLACE EXISTINGEXTERIOR PLYWOODSHEATHING PER DET. 2 /S-10.R.

ROOF FRAMING:INSTALL 2x6 DF @ 24"O.C. w/ LUS26 TYP.

4"2"

2"4"

4"

4"

(E) 4x6 DF RAFTER

4x6 BLK'G

1/4" x 4" PLATE ONBOTH SIDES w/1/2"THROUGH BOLTS

4x6 DF POST ATBAY

ROOF WSP

2x BLK'G4x6 BLK"G

CS16 w/10d NAILSCONT. STRAP:

E.N.

E.N.

CONT. STRAP: CS16w/10d NAILS

"B"/2

"B"

"B"/2

9"9"

9"9"

RAFTER PER PLAN

3x4 W/ U34 HGRBELOW COILED STRAPS

OPENING

HEADER BEAM SEE PLAN

JOIST HANGER

TIE STRAP

3x4 BLOCKING.

PLAN VIEWSECTION

ADDED FRAMING @OPENING, SEE PLANS,TYP

MIN

MIN

MIN

MIN MI

NMI

N

10d @ 4"O.C. @ BLKG& HEADER BM

CS16 COILED STRAP W/10dx3" NAILS ON TOP OFWSP, EA. CORNER OF OPNG,TYP U.O.N.

"B"<30" USE CONTINUOUSNOTE: FOR OPENINGS W/

CONCRETE TILE ON BLDG.PAPER ON 1/2" PLYSHEATHING

STRAP


LEGEND:



(E)SW

1

1 7

7

H H

AA

4

4

5

5

10

GG

BB

D

8

(E) 4x12 DF #24x12 DF #2

4x12

DF #

2

4x12 DF #2

(E) 4x12 DF #2

4x12

DF #

2

4x12 DF #2

GIRD

ER T

RUSS

GIRD

ER T

RUSS

4x8 D

F #2

(N) 4

x6 D

F #2

(N) 4

x6 D

F #2

(N) 4

x6 D

F #2

(N) 4

x6 D

F #2

4x12

DF #

2

4x10

DF #

2

4X64X6

4X4 4X44X4

4X4

4X4 4X4

4X44X4

4X64X44X44X6

4X64X64X64X6

4X4 4X4

4X4

4X44X4

4X4

(N) 2x6 DF #2 (N) 2x6 DF #2 (N) 2x6 DF #2

4X4HD2A

HD2A

HD2A

HDU4A

HD2AHD2A

HD6A

HD6AHD6AHD6A

4X4

HD2A

HD2A

MSTI36MSTI36

MSTI48

62'-0"

32'- 6"

62'-0"

32'-6

"

LAP DBL. TOP PLATES 6" MIN. W/ MIN. OF 16 - 16D EACH LAP TYP. STRAP INTERRUPTED PLATES W/ MST27

4" CONC. SLAB W/ #3 @ 16" O.C. @ MID DEPTH OVER WATERPROOF MEMBRANE OVE PT CDX PLY (48/24)

GLUE & NAIL TO SUPPORTS W/ 10d @ 6" O.C. EDGES & 10" O.C. IN FIELD

MSTI36 MSTI36

2S-5

1S-11

2S-5

3S-5

P/0

P/0

P/0

P/0

P/0

P/4

P/4

P/2

(E)P/3

(E)P/4

2S-4

ENTRY CONC. SLAB 5" THICK W/ #3 @ 16" O.C. E.W. @ SLAB MID-DEPTH

HD2A HD2A

1S-10

SEE S-8 FOR GARAGE FRAMING AND DETAILS

P/3

4X4

HDU4A

(E)P/4

9S-11

9S-11

1S-11

2S-11

3S-11

ROOF FRAMING NOTES

1. REFER TO SHEET SO FOR STANDARDS, NOTES AND DETAILS OF CONSTRUCTION.

2. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF OPENINGS, SLOPES, DRAINS ETC.

3. PLYWOOD NAILS ARE TO BE 8 D COMMON WIRE SHORTS WITH 1 ½” MINIMUM PENETRATION. NAIL HEADS WHICH PENETRATE OUTER PLY LAMINATION WILL BE CONSIDERED REJECTABLE AND RE-NAILING MAY BE REQUIRED.

4. SINGLE TOP PLATES IN PERIMETER WALLS SHALL BE SPLICED USING MST 27 SIMPSON OR EQUIVALENT.

5. DOUBLE TOP PLATES SHALL HAVE 6’ LAP WITH 16 - 6D NAILS.

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S-5


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

1 1/2" = 1'-0"3 COLLUMN TO RAFTER AT BAY

3/4" = 1'-0"4 TIE STRAP AT DIAPHRAGM OPENING

NOTE: INSTALL CLEAR SIGNAGE & CROSS BAR TO ENSURE NO ACCESS TO ANYTHING OTHER THAN PASSENGER VEHICLES

T2

12" PRE-ENG. ROOF TRUSS @ 24" O.C. T2

R1

2X6 DF#2 @ 24" O

.C.

R1

CONNECT

GIRDER

TRUSS

WALL:

HU48 w./

TTN2523

4HS

(6)10d (T

RUSS)

TRUSS CO

NNECT.:

HTU28 (TY

P.)

CONNECT

BM#2 A

HU410 w.

/ TTN1

(6) 10d

(WOOD)

4x4 POST

EPCZ4Z C

AP

4x6 POST

ECCQ5

w/ 6SDS2

.5

4x6 POST

ECCQ5

w/6SDS2.

5

3x8 DF-

PT LEDG

ER

w/3/4"

BOLTS @

12"O.C.

STAGGER

ED

NSTALL

HDU4

w/SDS2

.5 TO

THE DO

OR

HEADER

,

w/5/8"A

B,

7

1/2"

MIN.

EMBED

10'-0"

ENTIRE

LENGTH O

F

THE WALL

R1

DEEP TRUSS BLOCKING

SEE ARCH. FORFLASHING AT (E)CONC RET. WALL

TENSION TIE: LTT19 w/ (8)10dx1 1/2", & 3/4"AB EMBED10" MIN. INTO (E)CONCRETE WALL

INSTALL 3x8 PT-DFLEDGER w./ 3/4" AB @12" O.C., 6" MIN. EMBED.

B.N.CONTINUOUS CS18 STRAP w./ 8d ROOFE.N. OVER TRUSS BLK'G

GARAGE ROOFTRUSSES @ 24" O.C.PER MANUFACTURERDESIGN

GARAGE ROOFCDX

CONTINUOUS CS18 STRAP w./ 8d ROOFE.N. OVER TRUSS BLK'G

INSTALL 3/4" PLY.PLATES ON EA SIDEAND NAIL w/ 8-10d EA.SIDE, AS SHOWN

B.N.

B.N.

INSTALL NEW 2X4PT-DF STUD-WALL &SHEATHING (PT)

DRILL AND EPOXY 5_8"

AB AT 4'-0" MAX.w./ 3"x3"x0.229" SQ. STEELPL. WASHER, EMBED. 12 1/2"MIN.

(MIN. 2 FASTENERS PERPIECE)

(E) CONCRET. WALL

INSTALL 3x8 PT-DFLEDGER w./ 3/4" AB @12" O.C., 6" MIN.EMBED.

GARAGE ROOFCDX

GARAGE ROOFTRUSS PERMANUFACTURERSPECIFICATIONS

2'-6"

2'-3 1/2"

E.N.

- GIRDER TRUSS FACE MOUNTEDCONNECTORw/ THA418;- CONNECT TYP. TRUSS TO HEADERBEAM w/ HTU28 HANGER

HEADER BEAM PER PLAN

POST PER PLAN

16d @ 4" NAILER TO TRUSS

2x4 @ 24" O.C.

2x4 RAFTER

1x6 SOFFIT

CONTINUOUS SCREEN VENT

HORIZ. SIDING & PLY.SHEATHING

2x BLKG w/ (2) 2-1/2" DIA. HOLESEA. BLOCK

CONCRETE TILE ON BLDG.PAPER ON 1/2" PLYSHEATHING

GUTTER

ROOF TRUSS DESIGN BY TRUSSMANUFACTURER

A33 @ 12" O.C. w./ 4-10d

HEADER PER PLAN

TENSION TIE HDU4 w/ 5/8"THREADED RODEMBED. 12 1/2" MIN. INTO (E) CONCRETE.

4x6 (PT) BOLTED TO CONC.w/ AB

2x6 STUD w/16d @ 8" O.C.STAGGERED

4x6 POST

POST CAPPER PLAN

3x6 BLK'G

(E) CONCRETE RETAINING WALLAND CONCRETE SLAB

(2) 2x6 TOP PLATE

EPOXY IN 2- 5_8" A.B., EMBED 9" MIN.

INSTALL NEW 2X4 PT-DF STUD-WALL &SHEATHING (PT) PER SCHEDULE ONSHEET S-1

INSTALL 3x8 PT-DF LEDGER w./ 3/4"AB @ 12" O.C.

B.N.

(E) CONC RET. WALL

A34 @ 24" O.C.

2x BLK'G

B.N.

B.N.

DRILL AND EPOXY 5_8" AB AT 4'-0" MAX.

w./ 3"x3"x0.229" SQ. STEEL PL. WASHER, EMBED. 12 1/2" MIN.(MIN. 2 FASTENERS PER PIECE)

GARAGE ROOFCDX

GARAGE ROOF TRUSS PERMANUFACTURER SPECIFICATIONS

FACE MOUNTED HANGER: HTU210

3.5 x 11.875 LVL

GIRDER TRUSS

4x12 DF #2

3x8 PT DF #2

3x8 PT DF #2

4X6

3S-8

3S-8

2S-8

2S-8

12

12

13

13

I

I

K

K

J

J

22'-11"

22'-11"

21'-2"

16'-2"

5'-0"

5S-8

4S-8

6S-8

74.1

8S-8

55.1

55.1

9S-8

8S-8P/1

P/0

P/1

P/1

UPPER FLOOR RF529' - 8 1/4"

UPPER FLOOR TOP537' - 9 1/4"

8'-1

"

4" 12"

S-86

Sim

S-87

Sim

3.5 x 11.875 LVL

TYP. ROOF SHTNG1/2" SHTNG OVER RAFTER OR PRE ENG- ROOF TRUSS (SEEFRMG PLN) FASTEN W/ 8D NAILS @ 6" O.C. AT PANEL EDGES

AND 12" O.C. IN FIELD

COMP SHINGLE ROOFOVER 30# BUILDERS FELT

UPPER FLOOR RF529' - 8 1/4"

UPPER FLOOR TOP537' - 9 1/4"

8'-1"

S-84

Sim

S-88

Sim

4" CONC. SLAB W/ #3 @ 16" O.C. @ MID DEPTHOVER 4" MIN. COMPACTED GRAVEL

GIRDER TRUSS 4x12 DF #2

LEVEL 2 T.O.P.

ROOFING

ROOF FELT

ROOF SHTG.

2X BLKG.

A 35 EACH SIDE, EACH END

1X3 WHERE GUTTER DOES NOT OCCUR

FACIA PER ELEVATION

SIDING OVER PLY PER PLAN

16D@16" EQ. SPACING & STAGGEREDGUTTER

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S-8


1/4" = 1'-0"GARAGE FRAMING

1/4" = 1'-0"2 Section B1/4" = 1'-0"3 Section A

1 1/2" = 1'-0"5 DRAG CONNECTION

1 1/2" = 1'-0"4 GARAGE ROOF AT WALL

1 1/2" = 1'-0"7 OVERHANG AT GARAGE WALL

1" = 1'-0"9 DETAIL AT GARAGE POST

1 1/2" = 1'-0"6 GARAGE ROOF AT WALL 2

1 1/2" = 1'-0"8 EVE AT GARAGE

FILE NAME: DRAWN BY:

1'-2"

1'-0"

2" 2" TYP.

8"4"

TYP

.

1''=1'-0'' V.IOWd1aGUARD RAIL AT DRIVEWAY

10"

1'-8"

2'-3"

3'-6"

(E) WF-COLUMN

HSS2.5x4x1/4

WOOD CAPS.A.D.

3/16"TYP.

(4) 1/2" BOLTS w/ WASHERS

1/4"x12"x14" PLATE

POST:HSS6X4X1/4

1/4"x8"x14" PLATE

3/16"

VERT.EA. SIDE

WOOD CAPS.A.D.

3/16"TYP.

1/4"

DRILL & EPOXY (2) 1/2" A.B.w/ WASHERS, MIN. EMBED. 7-IN

FRONT ELEVATIONSIDE ELEVATION

PLATE:HSS6x4x1/4

CJP

DRILL & EPOXY (2)1/2" A.B.w/ WASHERS, MIN.EMBED. 7-IN

1/4"x3"x3" PL.

1/4"x3"x3" PL.

3/16"TYP.

NOTE: ALL EXPOSED STEEL TO BE HOT-DIPPED GALVANIZED

CJP

1/4" CAP PL @ HSS

CJP

3/16"

VERT.EA. SIDE

CJP

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FILE NAME: DRAWN BY:FILE NAME: DRAWN BY: 1''=1'-0'' V.I.Wd5a1''=1'-0'' V.I.Wd5a

TYP WALL SECTION AT FIREPLACE2WALL SECTION1

(N) E.N.

(N) E.N.

PARKING DECK 3RD FLOOR

2ND FLOOR

1ST FLOOR

(N) E.N.

(N) E.N.

2x STUDS @ 16" O.C. TYP U.O.N. SEEWALL ELEVATIONS

A34 @ 24" O.C.

(N) E.N.

(N) E.N.

REPLACE FLR WSP PER PLAN

(E) MICROLAM RIM JOIST

WEB STIFFENER ON EA SIDE,PER MANUFACTURERRECOMMENDATIONS


REPLACE SILL PL & CONN. PERSCHEDULE

PARKING DECK 3RD FLOOR

2ND FLOOR

1ST FLOOR

(E) FLR JST: TJI @ 16" O.C.



DBL 2x TOP PL, TYP U.O.N.

(N) E.N.

REPLACE FLR WSP PER PLAN(N) E.N.

(E) 2x STUDS @ 16" O.C.TYP. U.O.N.

A34 @ 24" O.C.

(N) E.N.

REPLACE WSP PER PLAN

(E) MICROLAM RIM JOIST



H2.5A EA. BLKG (N) E.N.

A34 @ 24" O.C.

WSP BOUNDARY EDGE NAILING



2x STUDS @ 16" O.C. TYP U.O.N.SEE WALL ELEVATIONS

(E) MICROLAM RIM JOIST;REPLACE AS DIRECTED BYENGINEER



(N) E.N.

REPLACE FLR. SHEATHING PERPLAN

REPLACE WALL SHEATHINGPER PLAN



REPLACE FLR. SHEATHING PERPLAN

(N) E.N.

E.N.

WSP BOUNDARY EDGE NAILING


4x HEADER BEAM



REPLACE SILL PL & CONN.PER SCHEDULE







A34 @ 24" O.C.





FLOOR TJIs @ 16" O.C.

FLOOR TJIs @ 16" O.C.

2ND FLOOR

REPLACE SILL PL & S.N. PERSCHEDULE






CONSTRUCTION NOTES:

TEMPORARILY REMOVE DECK JOIST, BLK'G AND CONNECTORS TO ALLOW FOR INSTALLATION OF NEW WALLSHEATHING AND E.N.; REPLACE IN KIND IF NECESSARY.1.

1.

INSTALL TEMPORARY SHORING FOR RAFTERS / JOISTS SUPPORTED BY STUD WALL UNTIL REPLACING SILL PLATE ANDDIAPHRAGM'S SHEATHING.2.

2.

2. 2.

2.

2.

3.3.

3.

3.3.3.

3.


(E) 4x FLOORJOISTS

(E) FLOOR TJIs @ 16" O.C.TEMP. REMOVE TO INSTALL(N) SHT'G. AND E.N.

(N) E.N.

1.

1.

FILE NAME: DRAWN BY: FILE NAME: DRAWN BY: FILE NAME: DRAWN BY:1''=1'-0'' V.I.- 1''=1'-0'' V.I.- 1''=1'-0'' V.I.-

REPAIRS ALONG GRID "B", AT MIDDLE FLOOR3 REPAIRS DETAIL4 REPAIRS ALONG GRID "11" AT UPPER FLOOR5

REPLACE WSP BOUNDARYEDGE NAILING: 8d @ 4" O.C.


(E) 2x STUDS @ 16" O.C.TO REMAIN. PROVIDE SHORINGDURING REPAIRS.



(E) WALL FRAMING

(E) 10" CONCRETE RETAINING WALL

(E) 2x P.T.-D.F. LEDGER w/ 5/8"x10" A.B. @48" O.C.; REF DET. A/SHT.S-3

(E) BLK'G.


(E) A34 @ 16" O.C.

(E) TJI @ 16"O.C.

(E) 10" CONCRETE RETAINING WALL

(E) 2x P.T.-D.F. LEDGER w/ 5/8"x10" A.B. @48" O.C., REF. DET. A/S-3R


REPLACE FLR. WSP PER PLAN


NAIL (E) PAI28 @ 48" O.C. AFTERINSTALLING NEW SHEATHING w/ (16)10d x 11/2".

(E) IU HANGER

(N) E.N.


(E) WALL FRAMING AND SHEATHINGAT FLOOR BELLOW


REPLACE SILL PL, S.N.& E.N.PER SCHEDULE

REPLACE 8d @ 4" O.C.

E.N.

(E) WEB STIFFENERS

(E) TJI BLK'G w/ 2-10d EA. SIDE

(E) 13/4" RIM JOIST w/ IU HANGERINVERTED

E.N.

E.N.

(E) TJI @ 16"O.C.(E) H2 TIE ATEA. JOIST

(N) B.N.

(E) WALL SHEATHING

(E) WALL FRAMING AND SHEATHINGAT FLOOR BELLOW

(N) B.N.

NAIL (E) PAI28 @ 48" O.C. AFTERINSTALLING NEW SHEATHING w/ (16)10d x 11/2".





1''=1'-0'' V.I.-

1''=1'-0'' V.I.-

1''=1'-0'' V.I.-

1''=1'-0'' V.I.-

REPAIRS ALONG GRIDS "5" AND "7", AT UPPER FLOOR6





(N) E.N.

E.N.



(E) A34@16" O.C.

(E) WALL FRAMING & WALLSHEATHING

(E) TJI @16"O.C.


(N) E.N.

E.N.



(E) 2x STUDS @ 16" O.C.TO REMAIN. PROVIDE SHORING DURING REPAIRS.

(E) 2x RIM JOIST

REPLACE (E) WALL FRAMING PERPLAN


(N) E.N.

E.N.

(E) WALL SHEATHING



E.N.

(E) A34 @ 16" O.C.

(E) RIM JOIST OR HEADER BEAM,PER PLAN

(E) WALL FRAMING & SHEATHING

(E) BLK'G.

E.N.

(E) TJI @ 16"O.C.

E.N.

(N) DECKING, S.A.P.

TEMPORARY DISCONNECT FROMLEDGER THE (E) 2x12 DF-PT DECK JOIST& PROVIDE SHORING

REMOVE (E) 2x12 DF-PT LEDGER ANDINSTALL (N) 2x12 DF-PT w/ 3/4" LAGSCREWS @ 6" O.C. STAGGERED, PERDET. 8/S-10.R

REMOVE & REPLACE (E) U210 JOISTHANGER WITH SAME.

(E) TJI @16"O.C.

(E) 2x12 PT-DF DECK JOIST


(N) E.N.

E.N.



REPLACE (E) 2x @ 16" O.C. STUDS AND SHEATHING ATBAY PER PLAN.

(E) A34 @ 16" O.C.

(E) 2x RIM JOIST

REPLACE (E) WALL FRAMING PERPLAN

(E) TJI @16"O.C.

E.N.(N) B.N.

(N) B.N.

(N) B.N.

(E) A34@16" O.C.

(N) B.N.

(E) WEBSTIFFENER

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Documents

SINGLE FAMILY RESIDENCE 3616 PARADISE DR. TIBURON, CA. · 3616 paradise dr. tiburon, ca. cover g-0 pln ck1 rev. 1-30-2019 single family residence single family residence 3616 paradise