(DVW 2FHDQ %OYG 6XLWH /RQJ %HDFK &$ : G...1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL DRAINAGE CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE

STATE OF CALIFORNIA - NATURAL RESOURCES AGENCY Gavin Newsom, Governor

CALIFORNIA COASTAL COMMISSION South Coast Area Office 301 East Ocean Blvd., Suite 300 Long Beach, CA 90802 (562) 590-5071

W12d

5-20-0224 (Braff) OCTOBER 7, 2020

EXHIBITS Exhibit 1 – Vicinity Map Exhibit 2 – Subject Property Photo Exhibit 3 – Applicant’s Site Plan with Bluff Edge & Bluff Edge Setback Exhibit 4 – Agreement for Use of Structure for Historic Preservation, 3/4/2020 Exhibit 5 - Project Plans

5-20-0224 BraffVicinity MapExhibit 1

40 N. La Senda, Three Arch BayLaguna Beach

Main House

Lighthouse

Garage 2

Chart House

Guest House Garage 1

Subject Property 5-20-0224 Exhibit 2

5-20-0224 BraffSite Planshowing

Applicant’s Bluff EdgeExhibit 3a

Applicant’s Bluff Edge Location(not confirmed by CCC staff)

Area of existing Main House beyond 25’ bluff edge setback(based on applicant’s bluff edge)

5-20-0224 BraffClose Up of Applicant’s Bluff Edge

Exhibit 3b

1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USINGSTRUCTURAL DRAINAGE CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.

2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORTFROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF,VEHICLE TRACKING, OR WIND.

3. CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS, OR RESIDUES SHALL BE RETAINED ONSITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, ORADJOINING PROPERTY BY WIND OR RUNOFF.

4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTIONSITE UNLESS TREATED TO REMOVE SEDIMENT AND OTHER POLLUTANTS.

5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWAREOF THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FORTHE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.

6. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTEMATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.

7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATEDSTORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIALOTHER THAN STORM-WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE ANDCOMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT CAUSE OR CONTRIBUTETO VIOLATION OF ANY WATER QUALITY STANDARDS; CAUSE OR THREATEN TO CAUSEPOLLUTION, CONTAMINATION OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN AQUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.

8. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SEDIMENTS, CEMENT PRODUCTS,SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIME,PESTICIDES, HERBICIDES, WOOD PRESERVATIVES, AND SOLVENTS, ASBESTOS FIBERS, PAINTFLAKES OR STUCCO FRAGMENTS, FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR ORBATTERY FLUIDS, CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANYENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPER-CHLORINATEDPOTABLE WATER LINE FLUSHINGS.

9. DURING CONSTRUCTION, DISPOSAL OF MATERIALS AND POTENTIAL POLLUTANTS SHOULDOCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATEDFROM POTENTIAL STORM-WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITHLOCAL, STATE AND FEDERAL REQUIREMENTS.

10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIASURFACE EROSION IS PROHIBITED. TRUE DEWATERING OF NON-CONTAMINATED GROUNDWATERREQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROMTHE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.

WATER QUALITY NOTES

BRAFF / CHRISTOU RESIDENCE(PHASE 1)

40 N. LA SENDA DRIVELAGUNA BEACH, CA 92651

1ST FLOOR

LOT COVERAGE (BSC)

PROPOSED FIXTURE COUNT

QUANTITY

LUMENS

LOT DEPTH (AVG.)

% OF LOT AREA

DESCRIPTION EXISTINGREQUIRED CONFORMS Y/NPROPOSEDLOT AREALOT WIDTH (AVG.)

MAX BUILDING HEIGHT (ABV UPPER PROP LINE)

SETBACKS:MAX HEIGHT FROM GRADE

SIDE YARDS (combined/each)

FRONT YARDREAR YARD

PROJECT DATA

LANDSCAPE OPEN SPACE

DESCRIPTION

IRRIGATED AREA

PROPOSED

PARKING

TOTAL

TOTAL

EXISTING

2ND FLOOR

REMODELMAIN HOUSE:

SITE WORKINSIDE BLDGFOOT PRINTGRADING (CUBIC YARDS) OUTSIDE BLDG

FOOTPRINT

FILL

POOL/SPA

LOT AREA

CUT

TOTAL

NET EXPORT

IMPERVIOUS SURFACES

STRUCTUREHARDSCAPE (INCL. DRIVEWAY)TOTAL

EXISTING PROPOSED PROPOSEDEXISTING

EXISTING FIXTURE COUNTEXISTING EGRESS DOORS

EXTERIOR BUILDING LIGHTING

WATTAGE

PROPOSED EGRESS DOORS

FIXTURE TYPE QUANTITY

TOTALLANDSCAPE LIGHTING

COMMENTS

TOPOGRAPHIC SURVEY:CIVILSCAPES ENGINEERINGWILLIAM D. ROLPH28052 CAMINO CAPISTRANO, STE 213LAGUNA NIGUEL, CA 92677P. (949) 464-8115E. [email protected]

EXISTING FIXTURE COUNT PROPOSED FIXTURE COUNTFIXTURE TYPE WATTAGE LUMENS COMMENTS

TOTAL

NOTES

ZONEUSE LOT SLOPE (%)

ZONING STANDARDS

COMBINED TOTAL

APN: 056-172-34

SFR OSC-REC-TAB 18.93%

OWNER / PROJECT ADDRESS:BRAFF / CHRISTOU40 N. LA SENDA DRIVELAGUNA BEACH, CA 92651

ARCHITECT:NICOL ARCHITECTURE,INC.TIM NICOL604 VISTA LANELAGUNA BEACH, CA 92651(949) [email protected]

PROJECT CONTACTS:

GEOLOGIST:GEOFIRM801 GLENNEYRE ST #ELAGUNA BEACH, CA 92651P. (949) 494-2122

PROJECT DESCRIPTION:

CONSTRUCTION TYPE:

OCCUPANCY:

VB

R-3/U

ADDITION AND INTERIOR REMODEL TO 2 EXISTING STRUCTURES TO INCLUDE:

LEGAL DESCRIPTION: RECORD SURVEY 3-03 LOT 21 TO 23 INC AND POR OFLOT27 AND RECORD SURVEY 3/44 LOTS 24/25 AN

2STORIES:

PROJECT INFORMATION:

SHEET INDEX:

PROJECT SITE

COVER SHEETCS-1 COVER SHEET / PROJECT INFORMATIONT1 TOPOGRAPHIC MAPT2 TOPOGRAPHIC MAPT3 TOPOGRAPHIC MAPSP-1 SITE PLANSP-2 ENLARGED SITE PLAN

ARCHITECTURAL

MAIN HOUSEA-1.1 RECORD BASEMENT AND 1ST FLOOR PLANA-1.2 RECORD 2ND FLOOR PLAN AND ROOF PLANA-1.3 RECORD BASEMENT AND 1ST FLOOR REFLECTED

CEILING PLANA-1.4 RECORD 2ND FLOOR REFLECTED CEILING PLANA-1.5 RECORD EXTERIOR ELEVATIONSA-1.6 RECORD EXTERIOR ELEVATIONSA-2.1 PROPOSED BASEMENT AND 1ST FLOOR PLANA-2.2 PROPOSED 2ND FLOOR PLAN AND ROOF PLANA-2.3 PROPOSED BASEMENT AND 1ST FLOOR REFLECTED

CEILING PLANA-2.4 PROPOSED 2ND FLOOR REFLECTED CEILING PLANA-2.5 PROPOSED EXTERIOR ELEVATIONSA-2.6 PROPOSED EXTERIOR ELEVATIONSGUEST HOUSEA-3.1 RECORD GUEST HOUSEA-4.1 PROPOSED GUEST HOUSECHART HOUSEA-5.1 RECORD CHART HOUSEGARAGE 1A-7.1 RECORD GARAGE 1GARAGE 2A-9.1 RECORD GARAGE 2SCHEDULESA-11.1 SCHEDULESA-11.2 SCHEDULESZONINGZAC-1 RECORD MAIN HOUSE AREA CALCULATIONSZAC-2 RECORD MAIN HOUSE AREA CALCULATIONSZAC-3 PROPOSED MAIN HOUSE AREA CALCULATIONSZAC-4 PROPOSED MAIN HOUSE AREA CALCULATIONSZAC-5 GUEST HOUSE AREA CALCULATIONSZAC-6 CHART HOUSE AREA CALCULATIONSZAC-7 GARAGE 1 AREA CALCULATIONSZAC-8 GARAGE 2 AREA CALCULATIONSZAC-9 MAIN HOUSE WALL DEMO AREA CALCULATIONSZAC-10 MAIN HOUSE WALL DEMO AREA CALCULATIONSZAC-11 MAIN HOUSE ROOF DEMO AREA CALCULATIONSZAC-12 MAIN HOUSE FLOOR DEMO AREA CALCULATIONSZAC-13 GUEST HOUSE DEMO AREA CALCULATIONS

VICINITY MAP

NPDES, SUSMP AND BMP REQUIREMENTS DIG ALERT

2016 CALIFORNIA RESIDENTIAL (CRC), ELECTRICAL (CEC), ENERGY (ENS),MECHANICAL (CMC), PLUMBING (CPC), 2016 ENERGY (ENS) CODES AND 2016GREEN CODE WITH LOCAL AMMENDMENTS, CODES AND ORDINANCES.

CODE COMPLIANCE:

ADDITIONAL COMPLIANCE:

PROJECT SUMMARY TABLES:

GUEST HOUSE:1ST FLOOR2ND FLOOR

TOTAL

CHART HOUSE:1ST FLOOR2ND FLOOR

TOTAL

GARAGE 1

GARAGE 2 (ORIGINAL GARAGE)

0.00 CY 0.00 CY 0.00 CY0.00 CY 0.00 CY 0.00 CY0.00 CY 0.00 CY 0.00 CY

3,505.49 SF 3,510.39 SF 12.88% 12.89%

1,481.60 SF -41.70 SF 1,439.90 SF 368.53 SF1,252.35 SF 15.31 SF 1,267.66 SF 274.10 SF2,733.95 SF -26.39 SF 2,707.56 SF 642.63 SF

BASEMENT13.19 SF 0.00 SF 13.19 SF 0.00 SF

296.97 SF 0.00 SF 296.97 SF 72.68 SF257.34 SF -30.72 SF 226.62 SF 142.66 SF554.31 SF -30.72 SF 523.59 SF 215.34 SF

DECKSTORAGE

58.99 SF 0.00 SF 58.99 SF 0.00 SF17.97 SF 0.00 SF 17.97 SF 0.00 SF

170.17 SF 0.00 SF 170.17 SF 0.00 SF189.13 SF 0.00 SF 189.13 SF 0.00 SF359.30 SF 0.00 SF 359.30 SF 0.00 SF

1,027.06 SF 0.00 SF 1,027.06 SF 0.00 SF

441.83 SF 0.00 SF 441.83 SF 0.00 SF

STORAGE429.27 SF 41.62 SF 470.89 SF 7.61 SF

43,415 SFGROSS NO CHANGE

NO CHANGENO CHANGE

NO CHANGE

NO CHANGENO CHANGE

35% / 9,528.05 SF 12.88% / 3,505.49 SF 12.91% / 3,513.39 SFHISTORIC INVENTORY: E

5' GAR/10' HOUSE

6,000 SF70'80'

17.5'

25'5'

21'

156.02'YESYESYES175.53'

10.31' YES25' NO

0.93'GUEST HOUSE

21.67' NO CHANGE YES*YES*NO CHANGE

GARAGE 1GUEST HOUSE GARAGE 10'

0.08' N / 12.33' S YES*

TOTAL REMODEL AREA

27,223 SFNET

5

FLOOR AREA RATIO (1.5XBSC) 14,292.08 SF 5,576.88 SF 5,567.77 SFYESYES

3

865.58 SF

NO CHANGENO CHANGENO CHANGE

NO CHANGE NO CHANGE

NO CHANGE

YES

NO CHANGE

NO CHANGE NO CHANGE

NO CHANGENO CHANGE

DEMOLITION (APPEALABLE COASTAL PERMIT)

N

1) SUM OF DEMO PERCENTAGES FOR ROOF AND EXTERIOR WALLS DIVIDED BY 200

NO CHANGE

NO CHANGE

1. MAIN HOUSE - INTERIOR REMODEL INCLUDING

WINDOW/DOOR ALTERATIONS/RESTORATIONS- NEW SIDING (MILLED TO MATCH EXISTING)- ADDITION/ALTERATIONS RESULTING IN A NET

DECREASE OF 26 S.F.- NEW ROOFING TO REPLACE EXISTING

2. GUEST HOUSE- INTERIOR REMODEL INCLUDING

WINDOW/DOOR ALTERATIONS/RESTORATIONS- NEW ROOFING TO REPLACE EXISTING

3. CHART HOUSE- NO WORK PROPOSED

4. GARAGE 1- NO WORK PROPOSED

5. GARAGE 2- NO WORK PROPOSED

6. LIGHT HOUSE- NO WORK PROPOSED

*STRUCTURES ARE ELIGIBLE FOR SETBACK FLEXIBILITY PER LBMC SECTION 25.45.006(E)

*

EXISTING (SF OR LF) DEMO (SF OR LF) DEMO % > or = 50%MAIN HOUSEROOF (SQUARE FEET)INTERIOR & EXTERIOR WALLS (LINEAR FEET)BASEMENT1ST FLOOR2ND FLOORTOTAL WALLSFOUNDATION (LINEAR FEET)TOTAL DEMO (%) (SUM OF DEMOPERCENTAGES FOR ROOF, WALLS, ANDFOUNDATION DIVIDED BY 300)

1,721.28 0 0%

197.99 0

101.88335.66332.63769.45 54.80

28.0522.923.83

7.12%0%

NN

DEMOLITION (APPEALABLE COASTAL PERMIT)

NEXISTING (SF OR LF) DEMO (SF OR LF) DEMO % > or = 50%GUEST HOUSE

ROOF (SQUARE FEET)INTERIOR & EXTERIOR WALLS (LINEAR FEET)1ST FLOOR2ND FLOORTOTAL WALLSFOUNDATION (LINEAR FEET)TOTAL DEMO (%) (SUM OF DEMOPERCENTAGES FOR ROOF, WALLS, ANDFOUNDATION DIVIDED BY 300)

462.99 0 0%

0%NN79.22 0

110.3065.41

34.634.21

175.71 38.84 22.10%

2.37% N

7.37% N

*EXISTING HABITABLE SPACE TO BE CONVERTED TO CELLAR ACCESS

DATE:

SCALE:

PROJECT:

DRAWN BY:

6 0 4 V I S T A L A N EL A G U N A B E A C H

C APH 949 494 0026

COPYRIGHT 2010 / 2011 / 2012 / 2013:THIS DOCUMENT IS THE PROPERTY OFNICOL ARCHITECTURE, INC. IT SHALL NOT BEREPRODUCED, ALTERED OR TRANSFERREDWITHOUT WRITTEN PERMISSION FROMNICOL ARCHITECTURE, INC.

92651

No. Date Revision

ARCHITECTURE, INC.N I C O L

/ REVISIONSDISTRIBUTION

BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

CS-1

CO

VE

R S

HE

ET

PR

OJ

EC

T I

NF

OR

MA

TIO

N

266

268

285.69SMH,TBM

290.10TC

290.42TC

289.97TC

288.78TC

286.77TC

286.95TC

285.86TC285.22FL

285.72FG

284.55FL

284.62FL285.45TC

285.49TC

285.38TC284.70FL284.90

FG

285.88TC

287.28TC

286.90TC

285.32FL

285.63FS

285.99FS

287.48TC

288.05TC

288.59TC

284.94TG

282.00FS

288.60TW

286.78TW

290.94TW COR 1.05

286.10TW

287.27FS

285.62FG

286.75FS

286.06FS

284.22FG

284.08FG285.00

TW

281.38FS

283.10TW

283.33TW

287.20FS

288.98TW

286.80FG

288.69FG

288.64FS 287.60

FS

289.02TW

288.85FS

288.90FS

290.22TW

289.76FS

289.94FS

291.24TW

291.21TW

289.97FS289.16

FS

289.77TW

289.60FS

289.16FS

288.94FS

284.70FS

289.38FS

288.86FS

289.83TW

283.02TW

286.47TG

287.22TW285.05

FG

287.80TW

288.78TW

285.20FG

286.92FG

287.88FG

279.84FS

281.78TW

270.03FG

268.59FS

260.52FS

259.95TW

260.98TW

260.80FG263.37

FG

265.66FG

268.87TW

267.52TW

272.54TW270.61

TW

259.81TW

256.02TG

256.02FS254.27

TW

251.37FG

251.19FG

251.40FG

251.86TW

252.59FG

250.04FG

247.44TW

247.40TW

245.40FS

249.74TG

251.27TW

252.81FS

255.83TW

249.66FS

249.90TG

254.72FG

265.86

266.98

272.79

274.42

251.89TG

258.25TW

260.31TW

259.86FS

260.83TW

260.16FS

263.79FG

264.46TW

264.79TW

267.10TW

264.22

268.20TW

266.75FL

268.72FL

270.46TW

271.51TW

271.72FL

274.77TW

273.19FL

275.38TW

276.46TW

274.76FL

276.68TW

276.06FL278.70

TW

280.19TW

278.76FL

280.95FL

282.86TW

289.78TW

286.50FG

288.59TW

283.30FG

285.26TW FG

279.59FG

270.62FG

289.43FG

289.43FG

286.64FG

284.18FG

286.23TW

280.24FG

277.52FG

280.20TW

254.48FS

254.50FS

259.51STEP

259.7

6 259.78

259.61

260.69TW

260.79TW

261.92TW

261.94TW

262.02TW

262.02TW

261.26TW

260.23TW259.82

FS

259.98FS

260.07FS

260.19

260.93FS

260.88FS

259.72STEP

259.30FS

259.27STEP

258.87FSLIGHTPOST FACE

258.41

259.28

259.36258.84STEP

259.86FS

259.89FS

260.51STEP

260.54STEP

261.14STEP

261.75STEP

261.74STEP

262.37STEP 263.08

STEP

263.73STEP

264.57STEP

265.21STEP

265.70STEP

266.36STEP

266.96STEP

267.47STEP

268.10STEP

268.69STEP

269.05STEP

268.99FS

269.23FS269.25

FS

269.33FS

269.94STEP

272.13STEP

272.75STEP

273.81STEP

275.36STEP

275.37FS

274.25FS

275.24TW

276.14TW

272.82TW

270.66TW

267.19TW

263.61TW

265.18PILASTER

264.59PILASTER

261.73TW

264.30TW

269.92TW

270.66TW

270.14TW

271.37STEP

271.26PORCH COR

271.27PORCH

271.34FS

271.66FF WOOD

271.53THRESH

265.43TG 8IN

269.67TW

267.00TW

269.27TW268.82

TW

267.97TW

267.38TW

267.27TW

266.86TW

266.31TW

265.44TW

264.78TW

PLM 6IN

267.76TW ROCK

267.44TW ROCK

266.76TW ROCK

267.24TW ROCK

266.39FG

265.32

265.64FG

268.51

270.81

275.11

275.40FG

TREE 12IN278.05

FG

276.86278.54

FG

272.16

272.61

270.48

270.20 272.24273.98

FG

270.77271.99

271.86

279.67280.48

279.86FG

278.27FG

275.38FG

271.47FG

271.42FG

270.88FG

267.94

267.90FG267.61

269.66TW

269.45TW ROCK END

268.71TW 269.46

TW

272.34TW

270.13FG

269.92

270.03FG

274.71TW

274.73TW

274.86TW

269.23

269.52

269.62FG

270.02FG

269.78

267.96267.96

267.82

266.97266.10

265.92263.56

263.19FG

262.12TW

263.96TW ROCK

265.66TW

266.65TW 267.07

TW

267.46TW ROCK267.56

TW 267.60TW

268.02TW

270.12TW

265.92

267.46FG

264.57FG

264.55FG

264.55FG

264.57

264.29FG

266.69TW

266.81TW

266.54TW

267.26TW

267.43TW

268.77TW

265.89FG

265.38FG

265.20FG

264.71FG

264.32FG

264.22FG

263.18FG262.68

FG261.78

261.38

262.02263.61

264.41

264.66

262.17FG

262.26FG

262.65STEP

262.38STEP262.81

STEP

263.06STEP

263.60STEP

263.45STEP

263.78FG

263.25FG263.92

264.02

265.56FG

261.38260.90

260.46

260.72

261.99

263.64

263.64

261.77

260.97

259.23FS

260.15STEP

260.63STEP

260.54FG

260.52259.56

TW

260.55TW

261.59TW

263.88TW

264.36TW

265.58TW

265.71TW

265.42TW

264.53TW 264.10

TG 1.2 X 1.2264.32

264.67FG

265.11 265.92TW

266.39TW266.46

TW

266.14TW265.54

TW264.98

TW

264.61TW

264.73TC

264.74TC

264.73TC

264.72TC263.81

FG

263.85FG

264.10FG 264.50

FG

264.80

265.12FG

265.34FG

265.15

277.81 276.78FG

277.46

278.29

279.47

282.48

284.22

285.21FG

287.90TRW INSIDE

277.77

275.94FG

276.26FG

276.59FG

274.92

277.26

277.53 277.88278.67

PALM 18IN

275.13274.52FG

274.64TW 275.53

TW

276.22TW

276.93TW

277.12TW

275.31FS275.23

STEP

274.95STEP

274.70STEP

274.30FS

273.60FS

273.53

272.95FS

272.88

272.87FG

273.53 274.04

274.14FG 272.33

FG270.13

FG

270.25

267.62FG

270.47

267.94

266.15FG

TREE 18IN DIA

267.40

264.19

268.78

267.59

263.44

261.66

262.10

268.78

271.02FG

271.41FS

271.12

272.45TW

271.71271.02

FG271.07TW

269.92269.99

FS269.82

FG

267.48

265.64266.34

266.50FG

267.00FS

266.92

268.32TW

269.47TW 268.74 268.77

FS268.34

FG

269.68269.40

272.34TW

269.96FG

266.33

264.96

12IN TREE261.93TW

261.56FG

264.83TW

264.21FG

264.63FG

267.35FG

266.39FG

266.90FS

266.85FS

268.28TW

265.86 265.67

262.16

259.16

260.14FG

263.42

256.88FG

257.08256.42

TW

256.74TW

256.45TW

257.28TW

259.37TW

259.13FS

259.02FS

257.42FS

257.50FS

257.63

257.48FS

257.26FS

257.71FG

274.26TW

275.56TW

272.57FG

272.58FG

271.67FG

276.08FG

276.10FG

277.34TW

274.34FG

279.95FG

278.55TW

279.71TW 281.12

FG

281.70STEP

284.81FS

282.95TW

282.62FG

281.25FG

284.03TW

293.63RIDGE

292.47EAVE

297.39RIDGE

273.86EAVE

279.22RIDGE

274.78EAVE

277.03RIDGE

272.03EAVE

271.73EAVE

271.94EAVE

278.63CHIMNEY

278.66CHIMNEY

280.00CHIMNEY TOP

272.82RIDGE

267.25EAVE

263.16EAVE

270.88RIDGE

284.79STEP

284.38TW

284.37TW

283.70TW

283.05TW

282.38TW

281.69TW

281.02TW280.35

TW279.65

TW

279.63TW

278.96TW278.28

TW277.60

TW276.90

TW276.25TW274.89

TW

272.13TW

269.50TW

269.46TW268.83

TW268.75

TW

267.56TW

267.54TW

266.14TW

266.12TW

261.65TW

253.24FS

253.55

253.52

253.54FS

253.51FS253.53

STEP

253.26FS

253.25FS 253.70

STEP

255.05STEP

255.11FG

258.49FG

261.02FG

261.87TOP 18IN PIPE

263.03TOP 18IN PIPE

263.56FG

266.42

266.42

270.08FG

273.71FG

277.11FG

276.85 277.38FG

279.61

278.17

279.43FG 281.30

FG

282.97FG

285.04FG

289.45STEP

289.46STEP

285.21STEP

284.82FS

289.21GFF

297.56EAVE

298.63EAVE

262.80TW

265.31TW

268.20TW

268.82TW

271.56TW

275.47TW

275.83TW

277.86TW

278.84TW

282.54281.63

280.99

279.62

279.58

278.24FG

TREE 30IN

TREE 8IN

TREE 24IN

283.01

283.73

284.03282.87

281.07

283.15

283.15

285.99

285.404IN PIPE285.52

4IN PIPE END

285.17FG

285.10FG

285.56FG

285.86FG

286.63STEP

286.62STEP

286.66STEP

286.70STEP

285.55FG

285.44FG

285.62FG

286.07FG

286.52FG

286.55FG

286.87FG

287.22FG

287.24FG

287.27FG

287.46FG

287.71FG

287.50FG

287.54FG

287.48FG

286.84

285.94

284.95

290.67TW

287.93TW

285.98TW

285.34STEP

284.84STEP

288.96TW

288.76TW

288.52TW

288.32TW288.04

TW287.79TW

287.57TW

287.47TW

287.41TW

287.36TW

287.30TW

287.28TW

287.24TW

287.23TW

287.24TW

287.23TW 287.24

TW287.25

TW287.24

TW

287.24TW

286.52FG

286.44FG

286.64FG

286.72FG

286.71FG

286.76FG

286.84FG

286.86FG 286.92

FG

287.02FG

287.06FG

287.12FG

287.14FG 287.28

FG

287.42FG

287.58FG

287.71FG

287.86FG

288.08FG

288.30FG

288.49FG

288.65FG

288.76FG

289.01FG

289.15FG

289.10FG

289.04FG

288.97FG

289.08FG

288.86

288.38

288.33

287.91

287.50

287.26

287.40

287.80288.17

288.37288.70

289.08 289.25FG

289.02FG289.00288.40

FG288.29

FG288.15FG288.01

FG

287.14FG

288.58TW

288.58TW

288.67TW

288.72TW

288.92TW

285.47FG

286.00FG286.14

FG285.81FG286.06

FS286.02

FS

289.66FS

289.61FS

289.61FS

289.64FS

289.09FS

289.08FS

293.90TW

293.85TW

249.93283

270.97TW ROCK

271.34FG

269.60FG

268.82TW

269.70

270.13FG

272.90TW

267.41TW

268.14TW

266.66TW

264.32TW

263.44TW 262.19

TW

261.13TW

259.94TW257.32

TW

259.12TW

259.76TW

263.08TW

263.42TW

265.01TW

265.00TW

265.24TG 6IN

265.63

265.62FS

266.19

266.16FS

267.16FS

267.14FS

269.81FS

271.15FS

271.14FS

272.95FS

272.85FS

270.03FG

269.14

266.56

264.86

263.79

261.13

259.59

258.05256.48

FG256.66FG

259.24FG

260.76FG

262.17FG

264.24FG

265.65

264.01FG

265.61

266.90FG

TREE 30IN

265.26FG

263.92

262.98FG

265.28STEP 264.80

STEP264.34STEP263.70

STEP262.57STEP

262.07STEP

257.02STEP

254.65STEP

254.04STEP

253.46FS

253.45CONC

253.47CONC

253.45CONC

257.06FS

257.70FS

258.27FS

258.48FS

258.60CONC

258.48CONC

258.28CONC258.18

CONC

257.98CONC

257.74CONC

257.24CONC

262.31TW

262.96TW

263.02TW

264.17TW

264.74TW

263.30

262.21FG

262.98

264.74FG 264.76

TW

264.74TW

265.08TW

264.78TW

262.52TW

260.50TW 258.50

TW

258.72TW

259.54TW

259.23TW 258.51

TW

257.85TW

257.14TW

256.65TW ROCK

256.49TW

256.37TW

255.34TW254.67

TW

254.68TW

254.07TW252.18

FG

252.24252.81

FG253.31

FG

253.66FG

253.96

254.21

254.56FG

254.72FG

254.67FG

254.76FG

254.25FG

254.33FG

254.23FG

254.16FG

254.68FS

255.16STEP

256.94STEP

254.99TW

257.37TW

260.45TW

260.90TW

260.42TW

260.28TW

259.57

258.04TW

256.65TW ROCK

256.77TW ROCK

257.28TW

258.15TW

258.83TW

259.01TW

259.46TW

259.71TW

259.50TW259.22

TW

260.02TW

259.97TW

259.64TW

259.80TW

260.33TW

260.29TW

259.96STEP

259.44FS

259.36

259.22259.19

TG 12 X 12258.38

257.98

257.14

258.16FG

257.78257.28257.93257.37

257.36257.30

257.06

256.44STEP

255.79STEP

255.23FG

254.07

254.03

254.53FS

253.83CONC

253.78CONC

253.66CONC253.49

CONC253.32CONC

253.15CONC

252.94CONC

252.80CONC

252.79CONC

252.79CONC

252.81CONC

252.83FS

253.29STEP

254.31STEP

254.45STEP

253.77TW

254.58TW

256.72TW

256.71TW

256.78TW

254.32FS

254.48FS

249.89CONC

249.96CONC

251.08TG 12 X 12

251.14FG

251.33251.91

FG 252.33 253.17FG

251.38FG

252.11FG

252.39FG

252.50FG

252.62FG

252.87FG

252.91FG

253.14FG

253.41FG

253.63FG

253.62FG

253.77FG253.79

FG

253.82FG 253.84

FG 253.90FG

254.10

253.98253.36

252.48251.66

263.64FG

264.58FG

266.88FG

260.93TW

260.97TW

259.31TW

258.75TW

257.85TW

260.68

266.68TW

264.37FG

263.69

259.06FG

TREE 24IN MULTITRUNK

256.68FG256.53

FG256.40

FG256.16

FG

255.52TW

254.88TW

254.12TW

253.43TW

253.98TW

253.72TW

248.55TW

248.51TW

247.34TW

247.36TW

247.35TW

247.38TW

247.40TW

247.47TW

267.29STEP

267.29STEP

268.66FS

261.16STEP

260.64FS

260.46STEP256.54

STEP

253.79STEP

253.25FS

253.18STEP

252.59STEP

252.01STEP

251.47FS

251.44STEP

250.86STEP

250.33STEP

250.34STEP

250.34STEP

249.77FS

249.78FS

249.84FS

249.98FS

250.28TG 18 X 18

250.33FS

250.74STEP

250.72STEP

251.29STEP

250.30FS

250.12FS

250.08FS

250.13FS

250.12FS

250.10FS

250.13FS

250.10FS

250.03FS

250.03FS

250.03FS

250.04FS

250.01FS

250.08FS

250.11FS

250.03FS

250.00FS

249.94CONC

249.75TW

250.06CONC

250.08CONC

249.90TW

250.80STEP

250.78STEP

250.77STEP

250.77STEP

250.77STEP

250.79STEP

251.82STEP 251.82

STEP251.86STEP

251.90FF WWOD

251.48LEDGE

251.44LEDGE

251.42LEDGE

251.50FS

251.48FS

251.49FS

251.45LEDGE

251.40LEDGE

251.38LEDGE

251.38LEDGE

251.40FS

254.76FF WOOD

251.37STEP

251.38LEDGE

251.36LEDGE

251.37LEDGE

251.36LEDGE END

250.89STEP

250.43STEP

271.99EAVE

276.99RIDGE

270.13EAVE

268.02EAVE

277.19CHIMNEY

198.90'

192.83'

N85°34'18"E

N62°26'19"E

L=16

4.30

0,R=

378.

750

264

262

260

258

266

268

270272

274

262 26

3 264 26

5

266

280 284

282

286

288

289

284

282

280

276

274

272

270

264

262

260

278

LA SENDA DRIVE

5'-0"HOUSEFYSB

10'-0"GARAGE

FYSB

25'-0"

BLUFF TOP SETBACK

175.53' AVG LOT DEPTH

156.02' AVG LO

T WID

TH

5'-0"SYSB

STRI

NGLI

NE S

ETBA

CK

STRI

NGLI

NE S

ETBA

CK

5'-0"

SYSB

(E) 0.08'

(E) 0.93'

(E) 21.67'

(E) 12.33'

12.39'

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

SP-1

SIT

E P

LA

N

3/32" = 1'-0"

SITE PLANTRUE

NORTH

ADJACENTRESIDENCE

ADJACENTRESIDENCE

GARAGE1

MAINHOUSE

CHARTHOUSE

GUESTHOUSE

GARAGE2

LIGHTHOUSE

VALLEY

VALL

EY 5.5:12

5.5:12RIDG

E

5.5:12

5.5:12

A/C

RIDGE

3:12

3:12

3:12

3:12

RIDGE

3:12PITCH BREAK

RIDGE

6.5:12

6.5:12

1/2":12

1/2":12

ARBOR

299.

90' O

.H. E

LEVA

TIO

N

299.

90' O

.H. E

LEVA

TIO

N29

8.90

' O.H

. ELE

VATI

ON

298.

90' O

.H. E

LEVA

TIO

N

266

268

285.69SMH,TBM

289.97

288.78TC

286.77TC

286.95TC

285.86TC285.22FL

285.72FG

284.55FL

284.62FL285.45TC

285.49TC

285.38TC284.70FL284.90

FG

285.88TC

287.28TC

286.90TC

285.32FL

285.63FS

285.99FS

TC

284.94TG

282.00FS

286.78TW

286.10TW

287.27FS

285.62FG

286.75FS

286.06FS

284.22FG

284.08FG285.00

TW

281.38FS

283.10TW

283.33TW

287.20FS

288.98TW

286.80FG

288.69FG

288.64FS 287.60

FS

289.02TW

288.85FS

288.90FS

290.22TW

289.76FS

289.94FS

291.24TW

289.97FS289.16

FS

289.60FS

289.16FS

288.94FS

284.70FS

289.38FS

288.86FS

289.83TW

283.02TW

288.78TW

285.20FG

286.92FG

287.88FG

279.84FS

281.78TW

260.52FS

259.95TW

260.98252.59

FG

249.74TG

251.27TW

252.81FS

255.83TW

249.66FS

249.90TG

254.72FG

265.86

266.98

272.79

274.42

251.89TG

258.25TW

260.31TW

259.86FS

260.83TW

260.16FS

263.79FG

264.46TW

264.79TW

267.10TW

264.22

268.20TW

266.75FL

268.72FL

270.46TW

271.51TW

271.72FL

274.77TW

273.19FL

275.38TW

276.46TW

274.76FL

276.68TW

276.06FL278.70

TW

280.19TW

278.76FL

280.95FL

282.86TW

289.78TW

286.50FG

288.59TW

283.30FG

285.26TW FG

279.59FG

270.62FG

289.43FG

289.43FG

286.64FG

284.18FG

286.23TW

280.24FG

277.52FG

280.20TW

254.48FS

254.50FS

259.51STEP

259.7

6 259.78

259.61

260.69TW

260.79TW

261.92TW

261.94TW

262.02TW

262.02TW

261.26TW

260.23TW259.82

FS

259.98FS

260.07FS

260.19

260.93FS

260.88FS

259.72STEP

259.30FS

259.27STEP

258.87FSLIGHTPOST FACE

258.41

259.28

259.36258.84STEP

259.86FS

259.89FS

260.51STEP

260.54STEP

261.14STEP

261.75STEP

261.74STEP

262.37STEP 263.08

STEP

263.73STEP

264.57STEP

265.21STEP

265.70STEP

266.36STEP

266.96STEP

267.47STEP

268.10STEP

268.69STEP

269.05STEP

268.99FS

269.23FS269.25

FS

269.33FS

269.94STEP

272.13STEP

272.75STEP

273.81STEP

275.36STEP

275.37FS

274.25FS

275.24TW

276.14TW

272.82TW

270.66TW

267.19TW

263.61TW

265.18PILASTER

264.59PILASTER

261.73TW

264.30TW

269.92TW

270.66TW

270.14TW

271.37STEP

271.26PORCH COR

271.27PORCH

271.34FS

271.66FF WOOD

271.53THRESH

265.43TG 8IN

269.67TW

267.00TW

269.27TW268.82

TW

267.97TW

267.38TW

267.27TW

266.86TW

266.31TW

265.44TW

264.78TW

PLM 6IN

267.76TW ROCK

267.44TW ROCK

266.76TW ROCK

267.24TW ROCK

266.39FG

265.32

265.64FG

268.51

270.81

275.11

275.40FG

TREE 12IN278.05

FG

276.86278.54

FG

272.16

272.61

270.48

270.20 272.24273.98

FG

270.77271.99

271.86

279.67280.48

279.86FG

278.27FG

275.38FG

271.47FG

271.42FG

270.88FG

267.94

267.90FG267.61

269.66TW

269.45TW ROCK END

268.71TW 269.46

TW

272.34TW

270.13FG

269.92

270.03FG

274.71TW

274.73TW

274.86TW

269.23

269.52

269.62FG

270.02FG

269.78

267.96267.96

267.82

266.97266.10

265.92263.56

263.19FG

262.12TW

263.96TW ROCK

265.66TW

266.65TW 267.07

TW

267.46TW ROCK267.56

TW 267.60TW

268.02TW

270.12TW

265.92

267.46FG

264.57FG

264.55FG

264.55FG

264.57

264.29FG

266.69TW

266.81TW

266.54TW

267.26TW

267.43TW

268.77TW

265.89FG

265.38FG

265.20FG

264.71FG

264.32FG

264.22FG

263.18FG262.68

FG261.78

261.38

262.02263.61

264.41

264.66

262.17FG

262.26FG

262.65STEP

262.38STEP262.81

STEP

263.06STEP

263.60STEP

263.45STEP

263.78FG

263.25FG263.92

264.02

265.56FG

261.38260.90

260.46

260.72

261.99

263.64

263.64

261.77

260.97

259.23FS

260.15STEP

260.63STEP

260.54FG

260.52259.56

TW

260.55TW

261.59TW

263.88TW

264.36TW

265.58TW

265.71TW

265.42TW

264.53TW 264.10

TG 1.2 X 1.2264.32

264.67FG

265.11 265.92TW

266.39TW266.46

TW

266.14TW265.54

TW264.98

TW

264.61TW

264.73TC

264.74TC

264.73TC

264.72TC263.81

FG

263.85FG

264.10FG 264.50

FG

264.80

265.12FG

265.34FG

265.15

277.81 276.78FG

277.46

278.29

279.47

282.48

284.22

285.21FG

287.90TRW INSIDE

277.77

275.94FG

276.26FG

276.59FG

274.92

277.26

277.53 277.88278.67

PALM 18IN

275.13274.52FG

274.64TW 275.53

TW

276.22TW

276.93TW

277.12TW

275.31FS275.23

STEP

274.95STEP

274.70STEP

274.30FS

273.60FS

273.53

272.95FS

272.88

272.87FG

273.53 274.04

274.14FG 272.33

FG270.13

FG

270.25

267.62FG

270.47

267.94

266.15FG

TREE 18IN DIA

267.40

264.19

268.78

267.59

263.44

261.66

262.10

268.78

271.02FG

271.41FS

271.12

272.45TW

271.71271.02

FG271.07TW

269.92269.99

FS269.82

FG

267.48

265.64266.34

266.50FG

267.00FS

266.92

268.32TW

269.47TW 268.74 268.77

FS268.34

FG

269.68269.40

272.34TW

269.96FG

266.33

264.96

12IN TREE261.93TW

261.56FG

264.83TW

264.21FG

264.63FG

267.35FG

266.39FG

266.90FS

266.85FS

268.28TW

265.86 265.67

262.16

259.16

260.14FG

263.42

256.88FG

257.08256.42

TW

256.74TW

256.45TW

257.28TW

259.37TW

259.13FS

259.02FS

257.42FS

257.50FS

257.63

257.48FS

257.26FS

257.71FG

274.26TW

275.56TW

272.57FG

272.58FG

271.67FG

276.08FG

276.10FG

277.34TW

274.34FG

279.95FG

278.55TW

279.71TW 281.12

FG

281.70STEP

284.81FS

282.95TW

282.62FG

281.25FG

284.03TW

293.63RIDGE

292.47EAVE

297.39RIDGE

273.86EAVE

279.22RIDGE

274.78EAVE

277.03RIDGE

272.03EAVE

271.73EAVE

271.94EAVE

278.63CHIMNEY

278.66CHIMNEY

280.00CHIMNEY TOP

272.82RIDGE

267.25EAVE

263.16EAVE

270.88RIDGE

284.79STEP

284.38TW

284.37TW

283.70TW

283.05TW

282.38TW

281.69TW

281.02TW280.35

TW279.65

TW

279.63TW

278.96TW278.28

TW277.60

TW276.90

TW276.25TW274.89

TW

272.13TW

269.50TW

269.46TW268.83

TW268.75

TW

267.56TW

267.54TW

266.14TW

266.12TW

261.65TW

253.24FS

253.55

253.52

253.54FS

253.51FS253.53

STEP

253.26FS

253.25FS 253.70

STEP

255.05STEP

255.11FG

258.49FG

261.02FG

261.87TOP 18IN PIPE

263.03TOP 18IN PIPE

263.56FG

266.42

266.42

270.08FG

273.71FG

277.11FG

276.85 277.38FG

279.61

278.17

279.43FG 281.30

FG

282.97FG

285.04FG

289.45STEP

289.46STEP

285.21STEP

284.82FS

289.21GFF

297.56EAVE

298.63EAVE

262.80TW

265.31TW

268.20TW

268.82TW

271.56TW

275.47TW

275.83TW

277.86TW

278.84TW

282.54281.63

280.99

279.62

279.58

278.24FG

TREE 30IN

TREE 8IN

TREE 24IN

283.01

283.73

284.03282.87

281.07

283.15

283.15

285.99

285.17

285.10FG

285.56FG

285.86FG

286.63STEP

286.62STEP

286.66STEP

286.70STEP

285.55FG

285.44FG

285.62FG

286.07FG

286.52FG

286.55FG

286.87FG

287.22FG

287.24FG

287.27FG

287.46FG

287.71FG

287.50FG

287.54FG

287.48FG

286.84

285.94

284.95

290.67TW

287.93TW

285.98TW

285.34STEP

284.84STEP

288.96TW

288.76TW

288.52TW

288.32TW288.04

TW287.79TW

287.57TW

287.47TW

287.41TW

287.36TW

287.30TW

287.28TW

287.24TW

287.23TW

287.24TW

287.23TW 287.24

TW287.25

TW287.24

TW286.44

FG286.64

FG

286.72FG

286.71FG

286.76FG

286.84FG

286.86FG 286.92

FG

287.02FG

287.06FG

287.12FG

287.14FG 287.28

FG

287.42FG

287.58FG

287.71FG

287.86FG

288.08FG

288.30FG

288.49FG

288.65FG

288.76FG

289.01FG

289.15FG

289.10FG

289.04FG

288.97FG

289.08FG

288.86

288.38

288.33

287.91

287.50

287.26

287.40

287.80288.17

288.37288.70

289.08 289.25FG

289.02FG289.00288.40288.29

288.72TW

289.66FS

289.61FS

289.61FS

289.64FS

289.09FS

289.08FS

293.85TW

249.93283

270.97TW ROCK

271.34FG

269.60FG

268.82TW

269.70

270.13FG

272.90TW

267.41TW

268.14TW

266.66TW

264.32TW

263.44TW 262.19

TW

261.13TW

259.94TW257.32

TW

259.12TW

259.76TW

263.08TW

263.42TW

265.01TW

265.00TW

265.24TG 6IN

265.63

265.62FS

266.19

266.16FS

267.16FS

267.14FS

269.81FS

271.15FS

271.14FS

272.95FS

272.85FS

270.03FG

269.14

266.56

264.86

263.79

261.13

259.59

258.05256.48

FG256.66FG

259.24FG

260.76FG

262.17FG

264.24FG

265.65

264.01FG

265.61

266.90FG

TREE 30IN

265.26FG

263.92

262.98FG

265.28STEP 264.80

STEP264.34STEP263.70

STEP262.57STEP

262.07STEP

257.02STEP

254.65STEP

254.04STEP

253.46FS

253.45CONC

253.47CONC

253.45CONC

257.06FS

257.70FS

258.27FS

258.48FS

258.60CONC

258.48CONC

258.28CONC258.18

CONC

257.98CONC

257.74CONC

257.24CONC

262.31TW

262.96TW

263.02TW

264.17TW

264.74TW

263.30

262.21FG

262.98

264.74FG 264.76

TW

264.74TW

265.08TW

264.78TW

262.52TW

260.50TW 258.50

TW

258.72TW

259.54TW

259.23TW 258.51

TW

257.85TW

257.14TW

256.65TW ROCK

256.49TW

256.37TW

255.34TW254.67

TW

254.68TW

254.07TW252.18

FG

252.24252.81

FG253.31

FG

253.66FG

253.96

254.21

254.56FG

254.72FG

254.67FG

254.76FG

254.25FG

254.33FG

254.23FG

254.16FG

254.68FS

255.16STEP

256.94STEP

254.99TW

257.37TW

260.45TW

260.90TW

260.42TW

260.28TW

259.57

258.04TW

256.65TW ROCK

256.77TW ROCK

257.28TW

258.15TW

258.83TW

259.01TW

259.46TW

259.71TW

259.50TW259.22

TW

260.02TW

259.97TW

259.64TW

259.80TW

260.33TW

260.29TW

259.96STEP

259.44FS

259.36

259.22259.19

TG 12 X 12258.38

257.98

257.14

258.16FG

257.78257.28257.93257.37

257.36257.30

257.06

256.44STEP

255.79STEP

255.23FG

254.07

254.03

254.53FS

253.83CONC

253.78CONC

253.66CONC253.49

CONC253.32CONC

253.15CONC

252.94CONC

252.80CONC

252.79CONC

252.79CONC

252.81CONC

252.83FS

253.29STEP

254.31STEP

254.45STEP

253.77TW

254.58TW

256.72TW

256.71TW

256.78TW

254.32FS

254.48FS

249.89CONC

249.96CONC

251.08TG 12 X 12

251.14FG

251.33251.91

FG 252.33 253.17FG

251.38FG

252.11FG

252.39FG

252.50FG

252.62FG

252.87FG

252.91FG

253.14FG

253.41FG

253.63FG

253.62FG

253.77FG253.79

FG

253.82FG 253.84

FG 253.90FG

254.10

253.98253.36

252.48251.66

263.64FG

264.58FG

266.88FG

260.93TW

260.97TW

259.31TW

258.75TW

257.85TW

260.68

266.68TW

264.37FG

263.69

259.06FG

TREE 24IN MULTITRUNK

256.68FG256.53

FG256.40

FG256.16

FG

255.52TW

254.88TW

254.12TW

253.43TW

253.98TW

253.72TW

261.16STEP

260.64FS

260.46256.54

253.79STEP

253.25FS

253.18STEP

252.59STEP

252.01STEP

251.47FS

251.44STEP

250.86STEP

250.33STEP

250.34STEP

250.34STEP

249.77FS

249.78FS

249.84FS

249.98FS

250.28TG 18 X 18

250.33FS

250.74STEP

250.72STEP

251.29STEP

250.30FS

250.12FS

250.08FS

250.13FS

250.12FS

250.10FS

250.13FS

250.10FS

250.03FS

250.03FS

250.03FS

250.04FS

250.01FS

250.08FS

250.11FS

250.03FS

250.06CONC

250.08CONC

249.90TW

250.80STEP

250.78STEP

250.77STEP

250.77STEP

250.77STEP

250.79STEP

251.82STEP 251.82

STEP251.86STEP

251.90FF WWOD

251.48LEDGE

251.44LEDGE

251.42LEDGE

251.50FS

251.48FS

251.49FS

251.45LEDGE

251.40LEDGE

251.38LEDGE

251.38LEDGE

251.40FS

254.76FF WOOD

251.37STEP

251.38LEDGE

251.36LEDGE

251.37LEDGE

251.36LEDGE END

250.89STEP

250.43STEP

271.99EAVE

276.99RIDGE

270.13EAVE

268.02EAVE

277.19CHIMNEY

198.90'

N62°26'19"E

L=16

4.30

0,R=

378.

750

264

262

260

258

266

268

270272

274

262 26

3 264 26

5

266

280 284

282

286

288

289

284

282

280

276

274

272

270

264

262

260

278

LA SENDA DRIVE

HIP

HIP 6:12

1:12

2.5:12

6:12

PITCH BREAK

6.5:12

VALL

EY4:

12

SKLT

6.5:12

6.5:12

6.5:12

6.5:12

RIDGE

RID

GE

VALLEY

VALL

EY

RID

GE

RIDGE

2.75:12

7:12

7:12

3.5:12

PITCH BREAK

6.5:12

6.5:12

6.5:12

RIDGE

PITC

H B

REA

K

A/C

1

3

5

7

2

6

25'-0"

BLUFF TOP SETBACK

175.53' AVG LOT DEPTH

156.02' AVG LO

T WID

TH

5'-0"SYSB

STRI

NGLI

NE S

ETBA

CK

STRI

NGLI

NE S

ETBA

CK

(E) 0.08'

(E) 0.93'

(E) 21.67'

(E) 12.33'

12.39'

8

8

4

SITE PLAN KEYNOTES:1. EXISTING MAIN HOUSE BUILDING FOOTPRINT2. EXISTING GUEST HOUSE BUILDING FOOTPRINT3. EXISTING CHART HOUSE BUILDING FOOTPRINT4. REPLACE EXISTING CONTEMPORARY GLASS RAILING WITH A NEW

42” HIGH GUARDRAIL DESIGNED IN KEEPING WITH THE COPPERRAIL AT THE TOP OF THE TOWER.

5. EXISTING GARAGE 1 BUILDING FOOTPRINT6. EXISTING GARAGE 2 BUILDING FOOTPRINT7. EXISTING CURB OUTLINE8. NEW A/C UNIT - ENCLOSED BY 4'-0" HIGH WALLS/GATES ABOVE

PLATFORM SURFACE. PROVIDE SOUND ATTENUATION BLANKETAND SHOCK ABSORBING PAD/FEET.

#

X:Y ROOF PITCH/DIRECTION

SITE PLAN LEGEND:

SITE PLAN NOTES:

EXISTING/PROPOSED BUILDING PER PLAN

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

SP-2

EN

LA

RG

ED

SIT

E P

LA

N

1/8" = 1'-0"

SITE PLAN

TRUENORTH

ADJACENTRESIDENCE

GARAGE1

MAINHOUSE

CHARTHOUSE

GUESTHOUSE

GARAGE2

LIGHTHOUSE

2619

6'-6

" HD

R

7'-10.5" CLNG

2'-0

" HD

R

22166'-6" HDR

28226'-6" HDR

UP

CELLAR

UP

BASEMENT FLOOR PLAN1/4" = 1'-0"

FAU

ELEC.

1101

62'

-4" H

DR

1101

6

UP+13.5"

2060

CSM

T8'

-6" H

DR

2060

CSM

T8'

-6" H

DR

6060

FX

8'-6"

HDR

+15"

SEA

T

2767 PKT

+35"LANDING

4536

FX

6'-8

" HD

R21

036

FX6'

-8" H

DR

2526

CSM

T6'

-8" H

DR

252

6 C

SMT

6'-8

" HD

R

1016

FX

7.5"

GAP

6'-1

0" H

DR

1330

CSM

T

PR 2566 FR DRS

21126 DH6'-0" HDR

3020 DH6'-6" HDR

2102

11 F

X6'

-6" H

DR

DW

21" DIA5'-9" HDR

1635 FX6'-3" HDR

3835 FX6'-3" HDR

1635 FX6'-3" HDR

2526

CSM

T6'

-8" H

DR

23" D

IA6'

-6" H

DR

210

14H

2L F

X

2663

2660

+47"+34"

2466

244226

57

1273

UP7"

2663

1116

8

+24"

2466

+4'-8" MANTLE

+18"

1641

0SL

P

1106

3

+39"

+33" BUILT -IN

+30"

TRAPDOOR

2666

3068

3666

FP

R.

2663

UP

FP

KITCHEN

PDR

3"DN

FIRST FLOOR PLAN1/4" = 1'-0"

+30"

+18"

511211 FX6'-6" HDR

LAU

UP7.5"

2466

+63"

20" D

IA7'

-2" H

DR

UP

D

W

DN

CL

F.F.

DN

12"DN

10" D

IA4'

-3" H

DR

UPSK

LT

LIVING/DINING254.76 F.F.

CAPTAINSLIVING ROOM

251.90 F.F.

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-1.1

RE

CO

RD

BA

SE

ME

NT

AN

D1

ST

FL

OO

R P

LA

N

1630 DH6'-4" HDR

2030 DH6'-4" HDR

2030

CSM

T6'

-4" H

DR

2045 DH6'-4" HDR

2437 DH

6'-6" HDR

2537

DH

6'-6

" HD

R

2632 CSMT6'-7" HDR

2439

DH

6'-8

" HD

R

243

7 DH

6'-6

" HDR

262

2 C

SMT

4'-7

" HD

R

2941

FX

6'-7

" HD

R22

41 C

SMT

6'-7

" HD

R22

41 C

SMT

6'-7

" HD

R

-14.5"

2464

2764

6"

2464

2566

2766

24611

2666

2561

1

PKT 2867

BUILT-IN

2650

2650

+19.

5 SE

AT

FP

BUILT-IN+34.5"26

352830

BED 2

BATH 2

CL 2

3045 DH6'-4" HDR

1630 DH6'-4" HDR

3045 DH6'-4" HDR

1106

11

2265

+35

DN

SECOND FLOOR PLAN1/4" = 1'-0"

2045 DH

FP

+18"

+18"

DN

DN 6"

4'-8

" PLA

TE

2439

DH

6'-8

" HD

R24

39 D

H6'

-8" H

DR

1'-1

1" D

IA6'

-0" H

DR

1'-1

1" D

IA6'

-0" H

DR

2464

M BED

M CL

M CL

F.F.

F.F.

F.F. DN

LOW ROOF

LOWROOF

LOW ROOF

LOW ROOF

LOW ROOF

MBATH

SEAT

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

RIDGE

6.5:12

6.5:12

6.5:12

PITCH BREAK

3.5:12

7:12

7:12

2.75

:12

RIDGER

IDG

E

VALLEY

VALLEY

RID

GE

RIDGE

6.5:

12

6.5:

12

6.5:12

6.5:12

SKLT

4:12

VALL

EY

6.5:12

PITCH BREAK

PITC

H BR

EAK

6:12

2.5:

12

1:12

6:12

HIPHIP

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-1.2

RE

CO

RD

2N

D F

LO

OR

PL

AN

AN

D R

OO

F P

LA

N

9'-6

" CLN

GSL

PG

8X6 BM

4X6 BM

8X6 BM

BASEMENT FLOOR REFLECTED CEILING PLAN1/4" = 1'-0"

7'-10.5" CLNG

8'-10.5" CLNG

SKLT

6'-2" CLNG

8'-11.5" CLNG

7'-0"

7'-10.5" BTM

8'-1" CLNG

9'-11" CLNG

9'-3.5" CLNG

4'-8"

7'-3

"3'

-3"

8'-0"ARCHED7'

-5"

7'-7"

3'-6

"3'

-6"

3'-3

"

3'-6"

7'-3

"

7'-10"

3'-6

"

8'-0"

6'-5"

1'-7"

7'-10" CLNG

9'-0" CLNG

8'-4.5"

7'-6" CLNG SLOPING

8'-8"

8'-6"

9'-6"

7'-3

"

7'-3

"

3'-6

"

3'-3

"

3'-6"

1ST FLOOR REFLECTED CEILING PLAN1/4" = 1'-0"

9'-11"CLNG

9'-1

/2" B

TM

7'-0

" BTM

7'-5

"

7'-5

"

7'-5

"

7'-5

"

7'-5

"

7'-3

"

7'-3

"

3'-3

"7'

-3"

5.5X

10.5

9'-1

/2" B

TM5.

5X10

.5

9'-1

/2" B

TM5.

5X10

.5

9'-1

/2" B

TM5.

5X10

.5

9'-1

/2" B

TM5.

5X10

.5

9'-1

/2" B

TM5.

5X10

.5

9'-1

/2" B

TM5.

5X10

.5

9'-1

/2" B

TM5.

5X10

.5

9'-1

/2" B

TM5.

5X10

.5

9'-1

/2" B

TM

9'-1

/2" B

TM5.

5X10

.5

9'-1

/2" B

TM5.

5X10

.5

5.5X

10.5

7'-10"

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-1.3

RE

CO

RD

BA

SE

ME

NT

AN

D1

ST

FL

OO

R R

EF

LE

CT

ED

CE

ILIN

G P

LA

N

LOW CLNG

11'-3" RRPEAK

2X6

RR

6'-11.5"PLATE

6'-11.5"PLATE

8'-9.5"CLNG

6'-11" CLNG

8'-9.5"CLNG 8'-4" CLNG

6'-4" CLNG

SLPG

3.5/

12 S

LPG

7'-2"PLATE 7'-5" CLNG

7'-9" CLNG

SLPG

7'-1

.5"

PLAT

E

SLPG

SLPG7'-2" ATTIC

ACCESS

7'-2"

4X64X64X6

4X6 4X6 4X6

8'-3.5"

9" CORB.

8'-0

"PL

ATE

7'-8

" BTM

4X6

4X6 4X6

4X6

4X64X6

4X6 4X6

9X7

8'-0

" PLA

TE

8'-4"CLNG 4X

6

6'-6

" CLN

G

5'-10" CLNG

9X7

9X7

6'-4"

6'-6"PLATE

2ND FLOOR REFLECTED CEILING PLAN1/4" = 1'-0"

SLPG SLPG

4X6

4X6

4X6

4X6

7'-8

" BTM

7'-8

" BTM

8'-3.5"

9" CORB.

9" CORB.

6'-6"PLATE

4X6

6'-11.5"PLATE

7'-7" BTM

4X6

4X6

2X6

RR

2X6

RR

2X6

RR

2X6

RR

2X6

RR 2X

6 R

R

2X6

RR

2X6

RR

2X6

RR

2X6

RR

9" CORB.

6'-3

"PL

ATE

VENTSHAFT10'-7.5"CLNG

7'-9.5" BTM

8'-1" CLNG

6'-6"

PLAT

E

7'-6" CLNG

2X3

2X3

2X3

2X3

2X3

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-1.4

RE

CO

RD

2N

D F

LO

OR

RE

FL

EC

TE

D C

EIL

ING

PL

AN

WEST ELEVATION1/4" = 1'-0"

BASEMENTF.F.

C. LIVING ROOM 251.90 F.F.

6'-1

11 2"

BED 2 F.F.

PLATE HT

M BEDF.F.

PLATE HTPLATE HT

6'-3

"

7'-1

1 2"

PLATE

5'-0

"

HT

LIVING/DINING 254.76 F.F.

PLATE HT

7'-1

01 2"

PLATE HT

8'-0

"

PLATE HT

9'-0

1 2"

NORTH ELEVATION1/4" = 1'-0"

BASEMENTF.F.


6'-1

11 2"

BED 2 F.F.

PLATE HT

PLATE HT

7'-1

01 2"9'

-01 2"

PLATE HT

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-1.5

RE

CO

RD

EX

TE

RIO

RE

LE

VA

TIO

NS

SOUTH ELEVATION1/4" = 1'-0"

LAUNDRYF.F.

6'-1

11 2"

6'-3

"

BED 2 F.F.

PLATE HTF.F.

M BEDF.F.

PLATE HTPLATE HT

7'-1

1 2"

BASEMENTF.F.

7'-1

01 2"

CAPTAINS LIVING ROOM 251.90 F.F.

PLATE HT

PLATE HT

8'-0

"

PLATE HT

9'-0

1 2"


EAST ELEVATION1/4" = 1'-0"


6'-1

11 2"

6'-6

"

PLATE HT

F.F.

PLATE HT

M BEDF.F.

PLATE HT

LAUNDRYF.F.CAPTAINS LIVING ROOM251.90 F.F.

BASEMENTF.F.

PLATE HT

7'-1

01 2"8'

-0"

PLATE HT

9'-0

1 2"

BED 2

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-1.6

RE

CO

RD

EX

TE

RIO

RE

LE

VA

TIO

NS

PROPOSED BASEMENT FLOOR PLAN1/4" = 1'-0"

DN

(E) CELLAR

B

3'-0" 3'-2"

3'-2

"

UP

MECHANICAL(CRAWLSPACE)

5'-4"

3'-1

0"

DW

TRAPDOOR

FP

FP

CAPTAINSLIVING ROOM

KITCHEN

LIVING/DINING

DN

PROPOSED FIRST FLOOR PLAN1/4" = 1'-0"

UP

251.90 F.F.

DN

CL 1

254.76 F.F.

UP

DN

PWDR

5'-0"

3'-6"

F.

LAU D

W

1

Q

IJ

N.1

F

K

D

G

L M

E

2 3

4 5

6

7a

8

9a

10

11

12

13

14

15

P

O

16

38a

38b

38c

7b

L.1

9b

HDN

CL 2

9c

N

9d

3'-6" 2'-7"

FLOOR PLAN KEYNOTES:

WALL LEGEND:NEW FRAMED WALL CONSTRUCTION

EXISTING WALL TO REMAIN

EXISTING TO BE REMOVED

--

INTERIOR REMODEL AREA

SYMBOL LEGEND:DOOR SYMBOL - SEE DOOR SCHEDULE, SHEET A-11.1

WINDOW SYMBOL - SEE WINDOW SCHEDULE, SHEET A-11.1--

--

ROOF PLAN KEYNOTES:--

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-2.1

PR

OP

OS

ED

BA

SE

ME

NT

AN

D 1

ST

FL

OO

R P

LA

N

FP

BED 2

PROPOSED SECOND FLOOR PLAN1/4" = 1'-0"

FPDN

DN

M BED

M CL 2

M CL 1

F.F.

F.F.

F.F. DN

LOW ROOF

LOWROOF

LOW ROOF

LOW ROOF

LOW ROOF

SEAT

17 18 19 20

21

222324

25

26

28

30

31

32

33

35

36

34

37

T

S

U

V

X Y

W

Z

AA

BB

R

7'-6" 3'-3" 4'-11"

5'-1

0"5'

-0"

BATH 2

WC

CL 2

27

29

DR

ESSE

R

15'-8"

16'-3

"

5'-5

"

KING

QUEEN

4"30

"9'

-9"

4"30

"

MBATH

SEAT

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

RIDGE

6.5:12

6.5:12

6.5:12

PITCH BREAK

3.5:12

7:12

7:12

2.75

:12

RIDGER

IDG

E

VALLEY

VALLEY

RID

GE

RIDGE

6.5:

12

6.5:

12

6.5:12

6.5:12

SKLT

4:12

VALL

EY

6.5:12

PITCH BREAK

PITC

H BR

EAK

6:12

2.5:

12

1:12

6:12

HIP

HIP

FLOOR PLAN KEYNOTES:




--



WINDOW SYMBOL - SEE WINDOW SCHEDULE, SHEET A-11.1--

--

ROOF PLAN KEYNOTES:--

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-2.2

PR

OP

OS

ED

2N

D F

LO

OR

PL

AN

AN

D R

OO

F P

LA

N

PROPOSED BASEMENT FLOOR REFLECTED CEILING PLAN1/4" = 1'-0"

8X6 BM7'-10.5" CLNG

SKLT

6'-2" CLNG

9'-11" CLNG

9'-3.5" CLNG

4'-8"

7'-3

"3'

-3"

8'-0"ARCHED7'

-5"

7'-7"

3'-6

"3'

-6"

3'-3

"

3'-6"

7'-3

"

7'-10"

3'-6

"

8'-0"

1'-7"

7'-10" CLNG9'-0" CLNG

7'-6" CLNG

9'-6"

7'-3

"

7'-3

"

3'-6

"

3'-3

"

3'-6"

PROPOSED 1ST FLOOR REFLECTED CEILING PLAN1/4" = 1'-0"

9'-11"CLNG

9'-1

/2" T

O B

TM O

F 5.

5"X1

0.5"

BM

TYP

7'-0

" BTM

7'-5

"

7'-5

"

7'-5

"

7'-5

"

7'-5

"

7'-3

"

7'-3

"

3'-3

"7'

-3"

7'-10"

8'-9" CLNGV.I.F.

8'-1" CLNG

AREA OF CEILING INFILL

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-2.3

PR

OP

OS

ED

BA

SE

ME

NT

&1

ST

FL

OO

R R

EF

LE

CT

ED

CE

ILIN

G P

LA

N

LOW CLNG

11'-3" RRPEAK

2X6

RR

6'-11.5"PLATE

6'-11.5"PLATE

8'-9.5"CLNG

6'-4" CLNG

SLPG

3.5/

12 S

LPG

7'-2"PLATE 7'-5" CLNG

7'-9" CLNG

SLPG

7'-1

.5"

PLAT

E

SLPG

SLPG7'-2" ATTIC

ACCESS

7'-2"

4X64X64X6

4X6 4X6 4X6

8'-3.5"

9" CORB.

8'-0

"PL

ATE

7'-8

" BTM

4X6

4X6 4X6

4X6

4X64X6

4X6 4X6

9X7

8'-0

" PLA

TE

8'-4"CLNG 4X

6

6'-6

" CLN

G

9X7

9X7

6'-4"

6'-6"PLATE

PROPOSED 2ND FLOOR REFLECTED CEILING PLAN1/4" = 1'-0"

SLPG

4X6

4X6

4X6

4X6

7'-8

" BTM

7'-8

" BTM

8'-3.5"

9" CORB.

9" CORB.

6'-6"PLATE

4X6

6'-11.5"PLATE

7'-7" BTM

4X6

4X6

2X6

RR

2X6

RR

2X6

RR

2X6

RR

2X6

RR 2X

6 R

R

2X6

RR

2X6

RR

2X6

RR

2X6

RR

9" CORB.

6'-3

"PL

ATE

VENTSHAFT10'-7.5"CLNG

7'-9.5" BTM

8'-1" CLNG

6'-6"

PLAT

E

7'-6" CLNG

2X3

2X3

2X3

2X3

2X3

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-2.4

PR

OP

OS

ED

2N

D F

LO

OR

RE

FL

EC

TE

D C

EIL

ING

PL

AN

PROPOSED WEST ELEVATION1/4" = 1'-0"

BASEMENTF.F.

C. LIVING ROOM 251.90 F.F.

6'-1

11 2"

BED 2 F.F.

PLATE HT

M BEDF.F.

PLATE HTPLATE HT

6'-3

"

7'-1

1 2"

PLATE

5'-0

"

HT


PLATE HT

7'-1

01 2"

PLATE HT

8'-0

"

PLATE HT

9'-0

1 2"

4

3

5

6

2 1

8

PROPOSED NORTH ELEVATION1/4" = 1'-0"

BASEMENTF.F.


6'-1

11 2"

BED 2 F.F.

PLATE HT

PLATE HT

7'-1

01 2"9'

-01 2"

PLATE HT

6

5

4

3

1

8

1. WINDOW (HATCHED), SEE PLAN2. DOOR(S), SEE PLAN3. NEW SMOOTH HORIZONTAL SIDING (MILLED WOOD TO MATCH ORIGINAL STYLE) TO

REPLACE EXISTING4. EXISTING BRICK VENEER TO REMAIN. DAMAGED BRICKS TO BE REPAIRED OR

REPLACED. ALL BRICKS TO BE TREATED WITH A BREATHABLE SEALANT PRODUCT BYPROSOCO (WWW.PROSOCO.COM) OR EQUAL.

5. LINE OF EXISTING GRADE AND/OR HARDSCAPE6. NEW WOOD SHINGLE ROOFING PER PLAN7. NEW A/C AND ENCLOSURE PER PLAN8. REINSTALL SHUTTERS, TYP.

ELEVATION KEYNOTES:

NOTES:

--

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-2.5

PR

OP

OS

ED

EX

TE

RIO

RE

LE

VA

TIO

NS

PROPOSED SOUTH ELEVATION1/4" = 1'-0"


LAUNDRYF.F.

6'-1

11 2"

6'-3

"

BED 2 F.F.

PLATE HTF.F.

M BEDF.F.

PLATE HTPLATE HT

7'-1

1 2"

BASEMENTF.F.

7'-1

01 2"

CAPTAINS LIVING ROOM 251.90 F.F.

PLATE HT

PLATE HT

8'-0

"

PLATE HT

9'-0

1 2"

25

3

4

6

1

7

8

PROPOSED EAST ELEVATION1/4" = 1'-0"


6'-1

11 2"

6'-6

"

PLATE HT

F.F.

PLATE HT

M BEDF.F.

PLATE HT

LAUNDRYF.F.CAPTAINS LIVING ROOM 251.90 F.F.

BASEMENTF.F.

PLATE HT

7'-1

01 2"8'

-0"

PLATE HT

9'-0

1 2"

BED 2

6

5

3

4

1

2

8

1. WINDOW (HATCHED), SEE PLAN2. DOOR(S), SEE PLAN3. NEW SMOOTH HORIZONTAL SIDING (MILLED WOOD TO MATCH ORIGINAL STYLE) TO

REPLACE EXISTING4. EXISTING BRICK VENEER TO REMAIN. DAMAGED BRICKS TO BE REPAIRED OR

REPLACED. ALL BRICKS TO BE TREATED WITH A BREATHABLE SEALANT PRODUCT BYPROSOCO (WWW.PROSOCO.COM) OR EQUAL.

5. LINE OF EXISTING GRADE AND/OR HARDSCAPE6. NEW WOOD SHINGLE ROOFING PER PLAN7. NEW A/C AND ENCLOSURE PER PLAN8. REINSTALL SHUTTERS, TYP.

ELEVATION KEYNOTES:

NOTES:

--

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-2.6

PR

OP

OS

ED

EX

TE

RIO

RE

LE

VA

TIO

NS

PR 2064

3640

DH

6'-6

" HD

R6'-6" HDR16211 DH

3040 DH6'-6" HDR

3640

DH

6'-6

" HD

R

6'-4" PLATE

7'-4" CLNG

+17

6'-8"CLNG

2366

2066

271.66 F.F.

6X15

BM

7'-6.5" PLATE UP 4"

PR 2028

2X4 RR

6'-3"

CLNG

DN

UP

2666

8'-0" CLNGBATH

BED

STOR.

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

8'-8"

CLNG

6X6 BM61136 TRAP DR

9'-2" CLNG

14" D

IA6'

-6" H

DR

2766

3830

DH

5'-8

" HD

R

4028 SL6'-8" HDR

3520 FX5'-7" HDR

7'-6" CLNG

7'-6" CLNG

ATTIC

ELEC

T

DN

R.

LIVING

KITCHEN

2760

2X6

FASC

IA2X

4 R

R

3830

DH

5'-8

" HD

R

2ND FLOOR PLAN1/4" = 1'-0"

RO

OF

BELO

W

ROOF BELOW

9'-2

"

1ST FLOOR271.66 F.F.

7'-7

"

2ND FLOORF.F.

PLATE HT.


6'-6" HDR

6'-8" HDR

PLATE HT.


7'-7

"

2ND FLOORF.F.

PLATE HT.

6'-6" HDR


6'-0" HDR5'-7" HDR

7'-7

"

2ND FLOORF.F.

PLATE HT.


PLATE HT.

9'-2

"

9'-2

"



7'-7

"

2ND FLOORF.F.

PLATE HT.

6'-6" HDR

5'-8" HDR

PLATE HT.

RIDGE

3:12

3:12

ROOF PLAN1/4" = 1'-0"

3:12

3:12

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-3.1

RE

CO

RD

GU

ES

T H

OU

SE

271.66 F.F.

DN

LIVING


40

DN

PORCH

UP

UP

KITCHEN

STOR

41

CC

10" 9'-7"

1'-1

0"3'

-2"

6'-4"

39a

3'-0"7'-2"

3'-2

"3'

-2"

9'-2" CLNG

DD.1

R

PANTRY

39b WH

STACKEDW/D

2'-10"

2'-1

0"

3'-3"

3'-2"

DD

ELEC

T

DN

2ND FLOOR PLAN1/4" = 1'-0"

ROOF BELOW

QU

EEN

BATH

BEDROOMRAISE CEILING

NEW ROOF BEAM

CL

45FF

44

43

EE

42

3'-8

1 2"

3'-4"3'-10"

RO

OF

BELO

W

46

47

EE.1

EE.2

RIDGE

3:12

3:12

ROOF PLAN1/4" = 1'-0"

3:12

3:12

FLOOR PLAN KEYNOTES:--






--

-- WINDOW SYMBOL - SEE WINDOW SCHEDULE, SHEET A-11.1

9'-2

"


7'-7

"

2ND FLOORF.F.

PLATE HT.


6'-6" HDR

6'-8" HDR

PLATE HT.

1

3

6

2

5

4

12

13


7'-7

"

2ND FLOORF.F.

PLATE HT.

6'-6" HDR

3

5

4

8

10


5'-7" HDR

7'-7

"

2ND FLOORF.F.

PLATE HT.


PLATE HT.

9'-2

"

3

6

5

7

9

10

9'-2

"



7'-7

"

2ND FLOORF.F.

PLATE HT.

6'-6" HDR

6'-8" HDR

PLATE HT.

1

3

5

4

7

11

14

NOTES:

ASBO - AS SELECTED BY OWNERIPMS - INSTALL PER MANUFACTURER'S SPECIFICATIONS

1. NEW WINDOW (HATCHED) - EXISTING TO BE REPLACED, SEE PLAN2. NEW DOOR(S) (HATCHED), SEE PLAN3. EXISTING HORIZONTAL SIDING TO REMAIN OR BE REPLACED IN KIND AS NEEDED4. NEW VERTICAL SIDING TO MATCH EXISTING5. LINE OF EXISTING GRADE AND/OR HARDSCAPE6. NEW WOOD SHINGLE ROOFING PER PLAN7. EXISTING PAINTED CONCRETE FOUNDATION TO REMAIN8. EXISTING DOOR PROFILE TO REMAIN AND REMOVE HARDWARE9. EXISTING DOOR TO BE REMOVED AND INFILLED TO MATCH EXISTING10. EXISTING WINDOW TO BE RESTORED, SEE PLAN11. NEW WINDOW (HATCHED) TO MATCH EXISTING STYLE OF ADJACENT WINDOWS, SEE

PLAN12. EXISTING WINDOW TO BE REMOVED13. EXISTING SINGLE DOOR TO BE REMOVED14. EXISTING PANELED DOORS TO BE RESTORED

ELEVATION KEYNOTES:--

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-4.1

PR

OP

OS

ED

GU

ES

T H

OU

SE

12"

DIA

6'-0

" HD

R11

26C

SMT

6'-0

"H

DR

1126

CSM

T6'

-0"

HD

R

12" DIA6'-0" HDR

12"

DIA

6'-0

" HD

R

111596'-5" HDR

12"

DIA

6'-0

" HD

R12

" D

IA6'

-0" H

DR

12" DIA6'-0" HDR

3X5

BM

6'-10" CLNG

3X5

BM

EXST

. EQ

UIP

.

UP

WC

BED 2061

UP


111596'-5" HDR BU

ILT-

IN

(E) STONE WALL

2040

DH

6'-6

" HD

R20

40 D

H6'

-6" H

DR

4040

DH

6'-6

" HD

R40

40 D

H6'

-6" H

DR

2666

10'-0" TO BTM OF BM

DN

4X6

RR

4X6

RR

SKLT

ART STUDIO

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

4X6

RR

6'-6"PLATE

6'-6"PLATE

F/P


FIN. FLR.

PLATE HT.

FIN. FLR.

PLATE HT.

6'-6

"11

"6'

-5"

260.93 F.F.


FIN. FLR.

PLATE HT.

FIN. FLR.

PLATE HT.

6'-6

"11

"6'

-5"

260.93 F.F.


FIN. FLR.

PLATE HT.

FIN. FLR.

PLATE HT.

6'-6

"11

"6'

-5"

260.93 F.F.


FIN. FLR.

PLATE HT.

FIN. FLR.

PLATE HT.

6'-6

"11

"6'

-5"

260.93 F.F.

ROOF PLAN1/4" = 1'-0"

6.5:12

6.5:12

RIDGE

SKLT

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-5.1

RE

CO

RD

CH

AR

T H

OU

SE

NO WORK PROPOSED

7'-5

1 2"

GARAGE 2F.S.

PLATE HT.

7'-5

"

GARAGE 1

PLATE HT.


8'-7

"

GARAGE 1289.21 F.S.

PLATE HT.

7'-5

"

GARAGE 1

PLATE HT.7'-3" HDR

8'-7

"

GARAGE 1289.21 F.S.

PLATE HT.8'

-61 2"

GARAGE 2F.S.

PLATE HT.


8'-6

1 2"


GARAGE 2F.S.

PLATE HT.

7'-1" HDR

7'-5

1 2"

GARAGE 2F.S.

PLATE HT.

1/2":12

GARAGE ROOF PLAN1/4" = 1'-0"

1/2":12

1X16

FAS

CIA

511111 FX7'-3" HDR

8674

3068

8'-6

.5" P

LATE

8674

51020 FX7'-1" HDR

7'-5

.5" P

LATE

7-'5

" PLA

TE

3068

2X12

RR

@ 2

4" O

C

1607

4GARAGE 1

GARAGE 2

8'-7

" PLA

TE

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

3068

289.21 F.S.

1X16

FAS

CIA

2X12

RR

@ 2

4" O

C

±290.21 F.S.

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-7.1

RE

CO

RD

GA

RA

GE

1

NO WORK PROPOSED

2"X3

.5"

2"X3

.5"

2"X3

.5"

2"X3

.5"

2"X3

.5"

2"X3

.5"

2"X3

.5"

2"X3

.5"

2"X3

.5"

GARAGE

GARAGE FLOOR PLAN1/4" = 1'-0"

± 285.63 F.S.

2"X3

.5"

7'-0"PLATE

+52"CMU

+64"CMU

+40"CMU

6'-10.5"PLATE

3820 HPR5'-0" HDR

6'-10.5"PLATE

3820 HPR5'-0" HDR

2814 FX9'-6" HDR

7'-0"PLATE

5.5:

12

5.5:12

RIDGE

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

RID

GE

5.5:

12

5.5:12

VALLEY VALLEY


7'-0

"

GARAGE± 285.63 F.S.

PLATE HTF.F.


7'-0

"


PLATE HTF.F.


7'-0

"


PLATE HTF.F.


7'-0

"


PLATE HTF.F.

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

A-9.1

RE

CO

RD

GA

RA

GE

2

NO WORK PROPOSED

FINISH

EXTWIDTH

WINDOWNO.

INT.MAT'L.DESCR.HGT.

SIZE TYPE

WIDTH

NO.DOOR SIZE

HGT. THK. MAT'L TYPE

W I N D O W S C H E D U L E

FINISHMAT'L

FRAME

GLASSEXT.

-

DETAILS

H J S

HARDWAREREMARKS

D O O R S C H E D U L EFRAME AND DETAILS

TEMP TINTGLASS MAT'L H J SFIN. SET

HARDWARE

FINISHMANUF. REMARKS

A1

FINISHSETMFR

INT.TEMP

COMPLIANCE:

GLAZING

U-FCTR SHGC

TYPE GLAZING

'U' FAC SHGC

FIXED

INT

FINISH

EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMANCE REQUIREMENTS OFSTANDARD 'SFM 12-7A-1 OR SHALL BE APPROVED NONCOMBUSTIBLE CONSTRUCTION, OR SOLIDCORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1-3/8 INCHES THICK WITH INTERIORFIELD PANEL THICKNESS NO LESS THAN 1-1/4 INCHES THICK, OR SHALL HAVE A FIRERESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO 'ASTM E2074'.

- CONTRACTOR TO VERIFY ALL DOOR SIZES WITH ARCHITECT PRIOR TO ORDERING.

A-Z#

-1'-6" 3'-5" - --

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

2

3

4

5

6

7a

8

9a

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

6'-6"3'-6"

-- - - ---- - - - - -

-- - - - -

WD/CLAD

- ALL EXTERIOR GLAZING SHALL BE MULTI-PANE WITH A MINIMUM OF ONE TEMPERED PANE.

DOOR NOTES

- ALL EXTERIOR EXTERIOR DOORS TO COMPLY WITH FHSZ REQUIREMENTS.

3'-8"

1'-9"

6'-0" 2'-11"

2'-10"

3'-0" 2'-0" DOUBLE HUNG

2'-11" 2'-6"

1'-8"

2'-0" 6'-0"

6'-0"


1'-6" 3'-0"

2'-0" 3'-0"

FIXED

31

32

33

34

2'-4" 3'-7"

2'-6" 3'-2"

2'-4" 3'-9"

2'-6" 2'-2"

2'-2" 4'-1"

3'-0" DOUBLE HUNG4'-5"

1'-6" 3'-0"

CASEMENT

2'-0" 3'-0"

2'-0" 4'-5"

2'-0" 4'-5"

FIXED

DOUBLE HUNG

DOUBLE HUNG

DOUBLE HUNG

2'-5" 3'-7"

2'-4" 3'-7"

CASEMENT

DOUBLE HUNG



35

36

CASEMENT

FIXED

CASEMENT

CASEMENT2'-2" 4'-1"

2'-9" 4'-1"

3'-0"2'-8"

6'-8"2'-2"

SC PANEL

POCKET

6'-8"2'-8" POCKET

5'-0"2'-6"

5'-0"2'-6"

SC PANEL

SC PANEL

6'-4"2'-7"

6'-4"2'-4"

6'-4"2'-4"

SC PANEL

SC PANEL

SC PANEL

6'-4"2'-4"

6'-5"2'-2"

SC PANEL

SC PANEL

3'-5"2'-6" SC PANEL

6'-6"2'-6"

6'-6"4'-4"

6'-8"2'-8"

6'-6"2'-6"

NEW - REPLACE IN KIND

EXISTING - RESTORE DOOR AND HARDWARE

NEW FRENCH DOOR TO MATCH KITCHEN "F"

5'-7"2'-6"

2'-4" 6'-6"

3'-0" 6'-8"

2'-6" 6'-8"

4'-11" NEW 4 EQUAL PANEL BI-FOLD

NEW OR REUSE DOOR "N"

NEW - REPLACE TO MATCH ORIGINAL

X'-X"

2'-6" 6'-8"

2'-4" 6'-6"

1'-2" 7'-3"

2'-4" 4'-2"

ENTRY

SC PANEL

PR FR DR

SC PANEL

SC PANEL

SC PANEL

SC PANEL

SC PANEL

BI-FOLD

SC PANEL

SC PANEL

SC PANEL

SC PANEL

NEW - MATCH EXISTING DOOR STYLE

3'-5" FIXED

FIXED1'-6" 3'-5"

FIXED

CSMT/FX/CSMT

2'-11"

23"

CASEMENT

FIXED

DOUBLE HUNG

2'-10" 3'-6" FIXED

4'-5" 3'-6" FIXED

FIXED

FIXED

CASEMENT

CASEMENT

6'-0"

6'-0"2'-0"

COMPLIANCE:

EXTERIOR GLAZING AND WINDOW WALLS:

WINDOW NOTES

37

38a

39a

40

41

42

43

44

45

46

47

Z

AA

BB

CC

DD

EE

FF

3'-0"11" SKYLIGHT




6'-4"4'-0" BI-FOLD

6'-6"5'-6" PR FR DR

6'-8"2'-0" SC PANEL

SC PANEL6'-8"2'-6"

3'-5" 2'-0" FIXED

FIXED

4'-0" 2'-8" CASEMENT

DOUBLE HUNG

DOUBLE HUNG

DOUBLE HUNG

3'-8" 4'-0"

3'-8"

3'-8" 4'-0"

4'-0"

NEW

EXISTING - RESTORE

NEW - REPLACE WITH ORIGINAL STYLE CASEMENT

1'-9"

EXISTING - RESTORE23"

NEW - REPLACE WITH ORIGINAL STYLE

EXISTING - RESTORE1'-8"

EXISTING - RESTORE

EXISTING - RESTORE

NEW - REPLACE SKYLIGHT

NEW - REPLACE WITH ORIGINAL STYLE DOUBLE HUNG

NEW - REPLACE WITH ORIGINAL STYLE DOUBLE HUNG



EXISTING - RESTORE


NEW - REPLACE WITH ORIGINAL STYLE CASEMENT, RAISE LOCATION


EXISTING - RESTORE 1'-11"

1'-11" 1'-11"

1'-11"


EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE


EXISTING - RESTORE

EXISTING - RESTORE 1'-2" 1'-2"

NEW - REPLACE IN KIND, RAISE HEADER

NEW - TO MATCH EXISTING STYLE DOUBLE HUNG

NEW - REPLACE IN KIND, RAISE HEADER

1'-6"1'-10" CRAWLSPACE ACCESS DOOR

SC PANEL

SC PANEL

1'-6"1'-10"




SC PANEL

MAIN HOUSE

GUEST HOUSE

38b

38c

7b 10" FIXED10" OMIT - EXISTING 10" DIA. FIXED WINDOW TO BE REMOVED

MAIN HOUSE

GUEST HOUSE

CASEMENT

CASEMENT

CASEMENT

CASEMENT

CASEMENT

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE


EXISTING - RESTORE

EXISTING - RESTORE

NEW - REPLACE WITH ORIGINAL STYLE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE



NEW

- GLAZING SUBJECT TO HUMAN IMPACT MUST HAVE ALL PANES TEMPERED.

OMIT OR REUSE FOR "L"

9b 2'-10" 14"H 2"L FIXED OMIT - EXISTING TO BE REMOVED

9c 1'-0" 1'-6" FIXED

L.1 3'-0" 6'-8" POCKET NEW - MATCH EXISTING DOOR STYLE

DD.1 6'-6"5'-6" SC PANEL NEW

39b 1'-6" 2'-11" DOUBLE HUNG OMIT - EXISTING TO BE REMOVED

EE.1

6'-6"

6'-0"2'-7"

EE.2 2'-7" SC PANEL

SC PANEL OMIT - EXISTING TO BE REMOVED

EXISTING - RESTORE

NEW - REPLACE WITH CASEMENT

CRAWLSPACE ACCESS DOOR

EXISTING - RESTORE

NEW

- CONTRACTOR TO VERIFY ALL WINDOW SIZES WITH ARCHITECT AND OWNER PRIOR TO ORDERING.- SEE SHEET D-1 AND D-2 FOR WINDOW DETAILS- FENESTRATIONS WITH 'U' VALUE LOWER THAN DEFAULT MUST HAVE A PERMANENT LABEL. OTHER FENESTRATIONS MAY HAVE A FACTORY REMOVABLE LABEL.- ALL UNIT SKYLIGHTS INSTALLED IN A ROOF WITH A PITCH FLATTER THAN THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL (25%) FACTORY REMOVABLE LABEL.

MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE MOUNTED ON A CURB EXTENDING 4 INCHES ABOVE THE PLANE OF THE ROOF UNLESS OTHERWISESPECIFIED.

N.1 2'-4" 6'-6" SC PANEL NEW - MATCH DOOR "O"

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

EXISTING - RESTORE

OMIT - EXISTING TO BE REMOVED

9d 1'-3" 3'-0" CASEMENT OMIT - EXISTING TO BE REMOVED

EXISTING - RESTORE

NOT USED

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

SC

HE

DU

LE

S

A-11.1

R O O M F I N I S H S C H E D U L E

FLOOR WALLSMAT'L

MOULDINGS

BASE CASING CROWNCEILING

CABINETRY COUNTER TOP

MAT'L FINISH FINISHMAT'LFINISHREMARKS

BASEMENT (MAIN HOUSE)

1ST FLOOR (MAIN HOUSE)

2ND FLOOR (MAIN HOUSE)

FLOOR

CELLAR

LIVING/DINING

M BED

KITCHEN

POWDER

LAUNDRY

CAPTAIN'S LIVING ROOM

CL 1

M BATH

M CL 1

M CL 2

BED 2

BATH 2

CL 2

WATER CLOSET

1ST FLOOR (GUEST HOUSE)

BEDROOM

BATH

2ND FLOOR (GUEST HOUSE)

LIVING

KITCHEN

CL

WOOD T & G GYP BD

WOOD GYP BD GYP BD

WOOD GYP BD GYP BD

TILE GYP BD GYP BD

WOOD GYP BD

WOOD GYP BD GYP BD

WOOD GYP BD

TILE GYP BD GYP BD

WOOD GYP BD

WOOD GYP BD

WOOD GYP BD

TILE GYP BD GYP BD

WOOD GYP BD GYP BD

TILE GYP BD GYP BD

WOOD T & G GYP BD

WOOD GYP BD

WOOD GYP BD

TILE GYP BD

WOOD GYP BD

CONC GYP BD GYP BD

T & G

T & G

T & G

T & G

PANTRY WOOD GYP BD

STORAGE WOOD GYP BDGYP BD

GYP BD

T & G

T & G

T & G

T & G

T & G

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

SC

HE

DU

LE

S

A-11.2

17'-1" X 14'-9.5"252.69 S.F. 5'-11" X 15'-5"

91.22 S.F.

17'-9" X 3'-4"59.17 S.F.

6'-10" X 3'-10"26.19 S.F.

1/4" = 1'-0"BASEMENT FLOOR PLANEXISTING

37'-10.5" X 16'-3"615.47 S.F.

8'-1.5" X 9'-0"73.13 S.F.

27'-10" X 6'-0.5"168.16 S.F.

2'-6" X3'-11.5"

9.90 S.F.

22'-11" X 6'-1.5"140.36 S.F.

23'-3" X 16'-2"375.88 S.F.

11'-10" X 3'-9.5"44.87 S.F.

7'-6" X 1'-6"11.25 S.F.

1'-6.5" X 12'-4"19.01 S.F.

4'-2" X 3'-2"13.19 S.F.

4'-2" X 7.5"2.60 S.F.

10" X 11'-5"9.51 S.F.

9.5" X 13'-1"10.36 S.F.

0.55 S.F.

0.55 S.F.

1/4" = 1'-0"FIRST FLOOR PLANEXISTING

LEGEND:

DECK AREA

HABITABLE AREA

GARAGE AREA

STORAGE AREA

CELLAR AREA

INFILL FLOOR AREA(STAIR REMOVAL)

1ST FLOOR

PROJECT DATADESCRIPTION PROPOSED TOTAL

TOTAL

EXISTING

2ND FLOOR

REMODELMAIN HOUSE:


TOTAL


TOTAL

GARAGE 1





DECKSTORAGE



1,027.06 SF 0.00 SF 1,027.06 SF 0.00 SF

441.83 SF 0.00 SF 441.83 SF 0.00 SF

STORAGE429.27 SF 41.62 SF 470.89 SF 7.61 SF*

*EXISTING HABITABLE SPACE TO BE CONVERTED TO CELLAR ACCESS DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

ZAC-1

RE

CO

RD

MA

IN H

OU

SE

AR

EA

CA

LC

UL

AT

ION

S

AREA CALCULATIONS:

37'-10.5" X 13'-1"495.53 S.F.

8'-6.5" X 3'-2"27.05 S.F.

4'-11" X 3'-2"15.57 S.F.

9'-0" X 3'-7"32.25 S.F.

11'-11.5" X 3'-6"41.85 S.F.

7'-7.5" X 10'-8.5"81.65 S.F.

7'-6" X 2'-4.5"17.81 S.F.

12'-5" X 19'-2"237.99 S.F.

12'-3" X 19'-10.5"243.47 S.F.

4'-4.5" X 3'-0.5"13.31 S.F.

7'-2" X 5'-3.5"37.92 S.F.

1'-0" X 2'-11"2.92 S.F.

1'-0" X 2'-6.75" /21.28 S.F.

1'-0" X 2'-6.75" /21.28 S.F.

2.47 S.F.

1/4" = 1'-0"SECOND FLOOR PLANEXISTING

LEGEND:

DECK AREA

HABITABLE AREA

GARAGE AREA

STORAGE AREA

CELLAR AREA


1ST FLOOR


TOTAL

EXISTING

2ND FLOOR

REMODELMAIN HOUSE:


TOTAL


TOTAL

GARAGE 1





DECKSTORAGE



1,027.06 SF 0.00 SF 1,027.06 SF 0.00 SF

441.83 SF 0.00 SF 441.83 SF 0.00 SF



SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

ZAC-2

RE

CO

RD

MA

IN H

OU

SE

AR

EA

CA

LC

UL

AT

ION

S

AREA CALCULATIONS:

PROPOSED 1/4" = 1'-0"BASEMENT FLOOR PLAN

17'-1" X 14'-9.5"252.69 S.F. 5'-11" X 15'-5"

91.22 S.F.

11'-5" X 3'-4"38.06 S.F.

5'-10" X 2'-10.5"16.77 S.F.

5'-9" X 3'-0"17.25 S.F.

2'-4.5" X3'-6"8.31S.F.

37'-10.5" X 16'-3"615.47 S.F.

7'-6" X 1'-6"11.25 S.F.

1'-6.5" X 12'-4"19.01 S.F.

8'-1.5" X 9'-0"73.13 S.F.

11'-10" X 5'-9.5"68.53 S.F.

11'-1" X 12'-2"134.85 S.F.

17'-3.5" X 16'-2"279.55 S.F.

11'-10" X 3'-9.5"44.87 S.F.

4'-2" X 7.5"2.60 S.F.

10" X 11'-5"9.51 S.F.

9.5" X 13'-1"10.36 S.F.

0.55 S.F.

0.55 S.F.

4'-2" X 3'-2"13.19 S.F.

1/4" = 1'-0"FIRST FLOOR PLANPROPOSED

7'-5" X 3'-11.5"29.36 S.F.

5'-11.5" X 18'-8"111.22 S.F.

5'-10.5" X 2'-4.5"13.95 S.F.

5'-11.5" X 3'-10.5"23.09 S.F.

5'-10.5" X 4'-0"23.50 S.F.

4'-11" X 2'-0.5"10.04 S.F.

2'-6" X 2'-0.5"5.10 S.F.

HABITABLE SPACE CONVERTED TO CELLAR

LEGEND:

DECK AREA

HABITABLE AREA

GARAGE AREA

STORAGE AREA

CELLAR AREA


1ST FLOOR


TOTAL

EXISTING

2ND FLOOR

REMODELMAIN HOUSE:


TOTAL


TOTAL

GARAGE 1





DECKSTORAGE



1,027.06 SF 0.00 SF 1,027.06 SF 0.00 SF

441.83 SF 0.00 SF 441.83 SF 0.00 SF



SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

ZAC-3

PR

OP

OS

ED

MA

IN H

OU

SE

AR

EA

CA

LC

UL

AT

ION

S

AREA CALCULATIONS:

18'-3.5" X 16'-3"297.24 S.F.

9'-0" X 3'-7"32.25 S.F.

7'-7.5" X 7'-2.5"54.96 S.F.

7'-6" X 2'-4.5"17.81 S.F.

12'-5" X 19'-2"237.99 S.F.

12'-3" X 19'-10.5"243.47 S.F.

4'-4.5" X 3'-0.5"13.31 S.F.

7'-2" X 5'-3.5"37.92 S.F.

1'-0" X 2'-11"2.92 S.F.

1'-0" X 2'-6.75" /21.28 S.F.

1'-0" X 2'-6.75" /21.28 S.F.

2.47 S.F. 19'-7" X 16'-7"324.76 S.F.

1/4" = 1'-0"SECOND FLOOR PLANPROPOSED

4'-10" X 3'-2"15.31 S.F.

LEGEND:

DECK AREA

HABITABLE AREA

GARAGE AREA

STORAGE AREA

CELLAR AREA


1ST FLOOR


TOTAL

EXISTING

2ND FLOOR

REMODELMAIN HOUSE:


TOTAL


TOTAL

GARAGE 1





DECKSTORAGE



1,027.06 SF 0.00 SF 1,027.06 SF 0.00 SF

441.83 SF 0.00 SF 441.83 SF 0.00 SF



SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

ZAC-4

PR

OP

OS

ED

MA

IN H

OU

SE

AR

EA

CA

LC

UL

AT

ION

S

AREA CALCULATIONS:

18'-5" X 16'-1.5"296.97 S.F.

10'-4" X 5'-8.5"58.99 S.F.

3'-3.5" X5'-5.5"

17.97 S.F.

1ST FLOOR PLAN1/4" = 1'-0"PROPOSED

10'-1.5" X 2'-10.5"29.11 S.F.

1/4" = 1'-0"2ND FLOOR PLANPROPOSED

18'-5" X 9'-1.5"168.05 S.F.

4'-2.5" X 7'-0"29.46 S.F.

18'-5" X 16'-1.5"296.97 S.F.

10'-4" X 5'-8.5"58.99 S.F.

3'-3.5" X5'-5.5"

17.97 S.F.

1ST FLOOR PLAN1/4" = 1'-0"EXISTING

18'-5" X 9'-1.5"168.05 S.F.

9'-7.5" X 3'-1.5"30.08 S.F.

4'-3" X 7'-0"29.75 S.F.

4'-2.5" X 7'-0"29.46 S.F.

1/4" = 1'-0"2ND FLOOR PLANEXISTING

1ST FLOOR


TOTAL

EXISTING

2ND FLOOR

REMODELMAIN HOUSE:


TOTAL


TOTAL

GARAGE 1





DECKSTORAGE



1,027.06 SF 0.00 SF 1,027.06 SF 0.00 SF

441.83 SF 0.00 SF 441.83 SF 0.00 SF



LEGEND:

DECK AREA

HABITABLE AREA

GARAGE AREA

STORAGE AREA

CELLAR AREA


DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

ZAC-5

GU

ES

T H

OU

SE

AR

EA

CA

LC

UL

AT

ION

S

AREA CALCULATIONS:

LEGEND:

DECK AREA

HABITABLE AREA

GARAGE AREA

STORAGE AREA

CELLAR AREA


1ST FLOOR


TOTAL

EXISTING

2ND FLOOR

REMODELMAIN HOUSE:


TOTAL


TOTAL

GARAGE 1





DECKSTORAGE



1,027.06 SF 0.00 SF 1,027.06 SF 0.00 SF

441.83 SF 0.00 SF 441.83 SF 0.00 SF



12'-9" X 14'-10"189.13 S.F.

1/4" = 1'-0"2ND FLOOR PLANEXISTING

12'-1" X 14'-1"170.17 S.F.

1ST FLOOR PLAN1/4" = 1'-0"EXISTING

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

ZAC-6

CH

AR

T H

OU

SE

AR

EA

CA

LC

UL

AT

ION

S

AREA CALCULATIONS:

23'-2" X 44'-4"1,027.06 S.F.

EXISTING GARAGE FLOOR PLAN

1/4" = 1'-0"

1ST FLOOR


TOTAL

EXISTING

2ND FLOOR

REMODELMAIN HOUSE:


TOTAL


TOTAL

GARAGE 1





DECKSTORAGE



1,027.06 SF 0.00 SF 1,027.06 SF 0.00 SF

441.83 SF 0.00 SF 441.83 SF 0.00 SF

STORAGE429.27 SF 41.62 SF 470.89 SF 7.61 SF

TOTAL REMODEL AREA 865.58 SF

*


LEGEND:

DECK AREA

HABITABLE AREA

GARAGE AREA

STORAGE AREA

CELLAR AREA


DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

ZAC-7

GA

RA

GE

1A

RE

A C

AL

CU

LA

TIO

NS

AREA CALCULATIONS:

20'-1" X 21'-11"441.83 S.F.

EXISTINGGARAGE FLOOR PLAN

1/4" = 1'-0"

LEGEND:

DECK AREA

HABITABLE AREA

GARAGE AREA

STORAGE AREA

CELLAR AREA


1ST FLOOR


TOTAL

EXISTING

2ND FLOOR

REMODELMAIN HOUSE:


TOTAL


TOTAL

GARAGE 1





DECKSTORAGE



1,027.06 SF 0.00 SF 1,027.06 SF 0.00 SF

441.83 SF 0.00 SF 441.83 SF 0.00 SF



SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

GA

RA

GE

2A

RE

A C

AL

CU

LA

TIO

NS

AREA CALCULATIONS:

ZAC-8

11.08'

6.83'

7.46'3.83

'D

EMO

3.83

'14

.92'

5.92'17.08'

18.1

3'

3.83

'

2.38'0.83'

0.71

'

0.83'

0.71

'

0.83'

0.71

'

0.67

'

0.67'

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

0.63

'

5.33'

3.83

'

19.17'7.50'11.21'1.54'

1.50

'

1.96

'12

.33'

1.96

'12

.17'

11.4

2'3.

08'

3.79

'

1.75'1.54'

1.13'

1.28'

1.28'

1.83' 16.00' 5.42'

3.79

'22

.33'

7.25

'

9.00

'

2.04

'

13.92'

8.13'

2.75'

1.25'DEMO

0.92'

3.96

'

2.50'

2.54

'

4.29

'

3.00'DEMO

6.92'

3.63

' 7.83'

1.75'2.42'

DEMO2.38'

9.96

'

2.00'

2.08'

12.58'

3.25

'

6.29

'

5.58

'

5.04'

5.58

'

6.38'

4.73'

4.73'

2.67

'D

EMO

2.63

'

2.33

'1.

42'

2.58'

1.50

'

0.79'

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

6.38'

DEM

O&

NEW

DEM

O&

NEW

DEMO&

NEW

3.88

'

3.25'

5.46'

FLOOR PLAN LEGEND:

NEW EXTERIOR WALL

EXISTING EXTERIOR WALL

EXISTING INTERIOR WALL

NEW INTERIOR WALL

EXISTING WALL TO BE DEMO'D

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

ZAC-9

MA

IN H

OU

SE

WA

LL

DE

MO

AR

EA

CA

LC

UL

AT

ION

S

37.88'

16.2

5'

9.21

'8.

94'

2.92

'2.

90'

3.04

'

4.13

'2.

82'

33.2

1'3.

04'

9.13' 10.13' 5.42'

18.29'

5.08'

2.75'

2.75

'

2.62

'2.

62'

4.33

'D

EMO

3.17

'D

EMO

5.17'DEMO

1.56'10.71'

0.79

'

1.33'

5.58

'

1.58

'

5.08'

5.08'

11.96'

7.71

'

5.88'

6.00

'

3.58

'3.

33'

3.75

'

8.08

'1.

63'

9.21'3.29'

7.75'DEMO

3.70'

3.70'

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

3.71'

4.79' 1.56'

0.79

'

0.33

'7.

58'9.75

'N

EW

10.17'NEW

5.00

'N

EW

2.75

'N

EW

7.63

'D

EMO

NEW AREA (LINEAR FEET)

5.333.83

9.16


2.042.50

4.54


0

0.0013.70

EXTERIOR WALLS(BASEMENT)

EXT WALL DEMO CALCULATIONS:EXISTING AREA(LINEAR FEET)

DEMO AREA(LINEAR FEET)

18.1311.083.836.833.83 3.837.463.832.38

14.925.920.63

17.0895.92 3.83

EXISTING AREA(LINEAR FEET)


3.791.833.080.791.2811.421.281.13

12.171.751.961.54

12.331.541.9611.211.507.501.50

19.177.258.139.00

13.923.96 3.962.50 2.502.04 2.042.750.75 0.751.4222.335.423.79

16.00197.99 9.25



33.212.622.822.624.13

37.8816.2518.299.215.088.942.752.922.752.905.423.04

10.133.049.13

183.13 0.00477.04 13.08

SUBTOTAL

SUBTOTAL

GRAND TOTAL

EXTERIOR WALLS(FIRST FLOOR)

SUBTOTAL

EXTERIOR WALLS(SECOND FLOOR)

INTERIOR WALLS(BASEMENT)

INT WALL DEMO CALCULATIONS:

SUBTOTAL

SUBTOTAL

GRAND TOTAL

INTERIOR WALLS(FIRST FLOOR)

SUBTOTAL

INTERIOR WALLS(SECOND FLOOR)

CELLAR

LIVING/DINING

KITCHEN

POWDER

CAPTAIN'S LIVING ROOM

BATH 2

BED 2

M BED

EXTERIOR WALLS(BASEMENT)

EXT NEW WALL CALCULATIONS:

INTERIOR WALLS(BASEMENT)

INT NEW WALL CALCULATIONS:

SUBTOTALEXTERIOR WALLS

(FIRST FLOOR)

SUBTOTALEXTERIOR WALLS(SECOND FLOOR)

SUBTOTALGRAND TOTAL

SUBTOTAL


0


5.58

5.58


9.7510.172.755.00

27.6733.25

SUBTOTALINTERIOR WALLS

(FIRST FLOOR)

SUBTOTALGRAND TOTAL

SUBTOTAL

SUBTOTALINTERIOR WALLS(SECOND FLOOR)



0.830.710.710.830.710.830.670.675.96 0.00



2.382.42 2.421.757.836.923.00 3.004.292.545.585.045.58 5.582.082.009.963.636.293.196.383.252.67 2.674.734.733.252.581.422.33

12.582.636.383.885.46

136.75 13.67EXISTING AREA(LINEAR FEET)


4.33 4.330.337.587.75 7.755.17 5.173.17 3.1710.711.560.794.790.791.565.041.633.703.703.298.083.719.213.75

11.963.336.003.587.715.085.081.585.581.337.63 7.63

149.50 28.05292.21 41.72

FLOOR PLAN LEGEND:

NEW EXTERIOR WALL



NEW INTERIOR WALL


DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

MA

IN H

OU

SE

WA

LL

DE

MO

CA

LC

UL

AT

ION

S

ZAC-10

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

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

MA

IN H

OU

SE

RO

OF

DE

MO

AR

EA

CA

LC

UL

AT

ION

S

EXISTING AREA OFROOF FRAMING SYSTEM

EXISTING AREA TO BEDEMO'D, REMOVED AND/OR

RECONSTRUCTED

ROOF FRAMING SYSTEM


RECONSTRUCTED /% OF TOTAL EXISTING AREA

EXISTING AREA

1,721.28 SF 0.00 SF / 0% < 50%

AREA CALCULATIONS:

ROOF PLAN LEGEND:

ZAC-11

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

1/8" = 1'-0"BASEMENT FLOOR PLAN

1/8" = 1'-0"SECOND FLOOR PLAN

DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

MA

IN H

OU

SE

FL

OO

RD

EM

O A

RE

AC

AL

CU

LA

TIO

NS

ZAC-12

EXISTING AREA OFROOF FRAMING SYSTEM ANDSTRUCTURAL FLOOR SYSTEM

EXISTING HABITABLE AREATO BE RECONSTRUCTED &

CONVERTED TO CELLARACCESS AREA

EXISTING ROOF FRAMING SYSTEM(EAVE NOT INCLUDED) OR

STRUCTURAL FLOOR SYSTEM

BASEMENT

FIRST FLOOR

SECOND FLOOR

TOTAL



EXISTING AREA

455.87

1,494.15

1,271.85

3,221.87

0 / 0%

35.10 / 1.09%

0 / 0%

35.10 / 1.09 % < 50%

AREA CALCULATIONS:

FLOOR PLAN LEGEND:

17.33'

15.7

1'5.

88'

3.17'1.83'5.58'DEMO

7.54'

16.1

3'

10.5

0'D

EMO

3.38'DEMO

4.25

'D

EMO

3.08'DEMO

4.96' DEMO

2.58

'D

EMO


0.29'

5.46

'

12.58' NEW

2.75

'N

EW

2.33'

18.08'

7.04

'

0.33'

9.13

'

18.42'

5.92

'4.

21'

DEM

O6.

00'

8.67

'

6.08'

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

2.92

'N

EW

2.75' NEW

2.92

'N

EW

EXTERIOR WALLS(FIRST FLOOR)

WALL DEMO CALCULATIONS:EXISTING AREA (LINEAR

FEET) DEMO AREA (LINEAR FEET)

16.1317.3315.710.295.88 5.883.175.461.835.887.5479.22 5.88

EXISTING AREA (LINEARFEET) DEMO AREA (LINEAR FEET)

5.924.21 4.216.00

18.087.040.339.0850.66 4.21

129.88 10.09

SUBTOTAL

SUBTOTALGRAND TOTAL

EXTERIOR WALLS(SECOND FLOOR)

EXISTING AREA (LINEARFEET) DEMO AREA (LINEAR FEET)

4.96 4.962.58 2.58

10.50 10.503.08 3.082.333.38 3.384.25 4.25

31.08 28.75EXISTING AREA (LINEAR

FEET) DEMO AREA (LINEAR FEET)

6.088.67

14.7545.83 28.75



SUBTOTAL

SUBTOTALGRAND TOTAL


12.582.75

15.33


2.922.922.75

8.5923.92


SUBTOTALGRAND TOTAL


SUBTOTAL

INT NEW WALL CALCULATIONS:ROOF PLAN

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


DATE:

SCALE:

PROJECT:

DRAWN BY:


C APH 949 494 0026


92651

No. Date Revision



BC

NOTED

6-5-20

BRAFF

LAG

UN

A B

EA

CH

, C

A 9

2651

40 N

. LA

SE

ND

A D

RIV

E

BR

AF

F/C

HR

IST

OU

RE

SID

EN

CE

(PH

AS

E 1

)

4-30-21

GU

ES

T H

OU

SE

DE

MO

AR

EA

CA

LC

UL

AT

ION

S

ZAC-13

EXISTING AREA OFROOF FRAMING SYSTEM


RECONSTRUCTED

ROOF FRAMING SYSTEM



EXISTING AREA

462.99 SF 0.00 SF / 0% < 50%

AREA CALCULATIONS:

ROOF PLAN LEGEND:

EXISTING AREA OFROOF FRAMING SYSTEM ANDSTRUCTURAL FLOOR SYSTEM

EXISTING AREA TO BEDEMO'D, REMOVED

AND/OR RECONSTRUCTED

STRUCTURAL FLOOR SYSTEM

1ST FLOOR

2ND FLOOR

TOTAL



EXISTING AREA

314.13

266.55

580.68

0 / 0%

19.83 / .33%

19.83 /3.41 % < 50%

AREA CALCULATIONS:

FLOOR PLAN LEGEND:

NEW EXTERIOR WALL



NEW INTERIOR WALL


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JOB NO.

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laguna beach california 92651

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(949) 497 5203

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1437 glenneyre

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structural design

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harold larson

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REVISIONS

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DESCRIPTION

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email: [email protected]

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Thursday, June 04, 2020 12:28:01 PM

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BRAFF RESIDENCE

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LAGUNA BEACH, CA

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40 N. LA SENDA DRIVE

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DATE

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KSK

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STRUCTURAL NOTES

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GENERAL: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITECT THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 3. RESOLVE ANY CONFLICTS ON THE DRAWING WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. RESOLVE ANY CONFLICTS ON THE DRAWING WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING EXCAVATION. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING EXCAVATION. 5. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED. NOR SHALL NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED. NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS. 6. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE AND THE 2019 CALIFORNIA BUILDING CODE. 7. SPECIAL INSPECTION PER SECTION 1704 THROUGH 1705 OF THE CBC. SPECIAL INSPECTION PER SECTION 1704 THROUGH 1705 OF THE CBC. 8. ALL SHOP FABRICATION OR WELDING SHALL BE PERFORMED BY LICENSED AND CERTIFIED FABRICATOR PER SECTION 1704 THROUGH 1705 OF ALL SHOP FABRICATION OR WELDING SHALL BE PERFORMED BY LICENSED AND CERTIFIED FABRICATOR PER SECTION 1704 THROUGH 1705 OF THE CBC. 9. ALL HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION.ALL HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION.

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FOUNDATION NOTES: 1. INSTALL " DIAMETER ANCHOR BOLTS WITH A MINIMUM EMBEDMENT OF 7" AT 72" ON CENTER AT ALL GRADE BEAMS OR STEM WALLS INSTALL " DIAMETER ANCHOR BOLTS WITH A MINIMUM EMBEDMENT OF 7" AT 72" ON CENTER AT ALL GRADE BEAMS OR STEM WALLS 58" DIAMETER ANCHOR BOLTS WITH A MINIMUM EMBEDMENT OF 7" AT 72" ON CENTER AT ALL GRADE BEAMS OR STEM WALLS WHERE A WALL ABOVE OCCURS UNLESS OTHERWISE NOTED ON PLAN. SEE PLAN FOR SPECIAL SPACING OF BOLTS AT SHEAR WALL LOCATIONS. ALL WALLS REQUIRE 3"X 3" X " CUT WASHERS AT ANCHOR BOLTS. WHERE A TWO-POUR SYSTEM IS USED FOR FOUNDATION 14" CUT WASHERS AT ANCHOR BOLTS. WHERE A TWO-POUR SYSTEM IS USED FOR FOUNDATION CONSTRUCTION, ANCHOR BOLTS SHALL HAVE A MINIMUM OF 7" EMBEDMENT IN FIRST POUR. THERE SHALL BE A MINIMUM OF TWO ANCHOR BOLTS PER SILL WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE. HOLES FOR SILL BOLTS SHALL BE NO LARGER THAN THE DIAMETER OF THE SILL BOLT. 2. NAILING INTO PRESSURE TREATED WOOD SILL PLATE SHALL USE HOT DIPPED ZINC COATED GALVANIZED OR STAINLESS STEEL NAILS. NAILING INTO PRESSURE TREATED WOOD SILL PLATE SHALL USE HOT DIPPED ZINC COATED GALVANIZED OR STAINLESS STEEL NAILS. 3. THESE PLANS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT THESE PLANS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT SIGNED___________________ DATE_________________ DATE_________________ 4. ALL DIMENSIONS SHALL BE FIELD VERIFIED WITH ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE RESOLVED WITH ARCHITECT. ALL DIMENSIONS SHALL BE FIELD VERIFIED WITH ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE RESOLVED WITH ARCHITECT. 5. PRIOR TO CALLING FOR FOUNDATION INSPECTION, FINAL GRADING AND COMPACTION REPORTS SHALL BE SUBMITTED TO AND APPROVED PRIOR TO CALLING FOR FOUNDATION INSPECTION, FINAL GRADING AND COMPACTION REPORTS SHALL BE SUBMITTED TO AND APPROVED BY THE BUILDING DEPARTMENT AND ANY REVISIONS FROM THE ORIGINAL SOILS REPORT INCORPORATED INTO THE PLANS AND SPECIFICATIONS. 6. PRIOR TO FOUNDATION INSPECTION, ALL HOLDOWNS, ANCHOR BOLTS OR OTHER REQUIRED CAST-IN-PLACE FASTENERS SHALL BE SECURELY PRIOR TO FOUNDATION INSPECTION, ALL HOLDOWNS, ANCHOR BOLTS OR OTHER REQUIRED CAST-IN-PLACE FASTENERS SHALL BE SECURELY TIED IN PLACE. 7. THE RESPONSIBLE ENGINEERING GEOLOGIST SHALL INSPECT AND APPROVE GRADING AND EXCAVATIONS PRIOR TO PLACEMENT OF FORMS THE RESPONSIBLE ENGINEERING GEOLOGIST SHALL INSPECT AND APPROVE GRADING AND EXCAVATIONS PRIOR TO PLACEMENT OF FORMS REINFORCING STEEL, OR CONCRETE. IN CASES INVOLVING ENGINEERED FILL, A SOILS ENGINEER SHALL PROVIDE THE INSPECTION AND APPROVAL. 8. REMOVE AND RE-COMPACT SOIL AT ALL SLAB AREAS PER SOILS ENGINEER'S REQUIREMENTS. REMOVE AND RE-COMPACT SOIL AT ALL SLAB AREAS PER SOILS ENGINEER'S REQUIREMENTS. 9. USE CBSQ POST BASE AT POSTS UNLESS NOTED OTHERWISE ON PLANS. USE CBSQ POST BASE AT POSTS UNLESS NOTED OTHERWISE ON PLANS. 10. SEE SITE PLAN FOR FINISH AND EXISTING GRADE ELEVATIONS AND CONTOURS. SEE SITE PLAN FOR FINISH AND EXISTING GRADE ELEVATIONS AND CONTOURS. 11. SOIL DESIGN PARAMETERS: CLASSIFICATION: _______________ MAPPED ACCELERATION PARAMETERS MAPPED ACCELERATION PARAMETERS BEARING VALUE: ________ S = S = S = EXPANSIVE POTENTIAL: ______ S = S = 1 = PASSIVE RESISTANCE: ______ SITE CLASS SITE CLASS FRICTION: ______ 12. FOOTINGS SHALL HAVE A MINIMUM EMBEDMENT INTO COMPETENT SOIL OF _______. FOOTINGS SHALL HAVE A MINIMUM EMBEDMENT INTO COMPETENT SOIL OF _______. 13. THE RECOMMENDATIONS OF THE REFERENCED SOILS REPORT SHALL BE FOLLOWED AND THE REPORT SHALL BECOME A PART OF THESE THE RECOMMENDATIONS OF THE REFERENCED SOILS REPORT SHALL BE FOLLOWED AND THE REPORT SHALL BECOME A PART OF THESE CONSTRUCTION DOCUMENTS. REPORT HAS BEEN PREPARED BY: ______________________________________________________________ 14. SOIL ENGINEER SHALL VERIFY WITH A FIELD MEMO THAT CONSTRUCTION AT THE SITE IS IN ACCORDANCE WITH THE RECOMMENDATIONS AND SOIL ENGINEER SHALL VERIFY WITH A FIELD MEMO THAT CONSTRUCTION AT THE SITE IS IN ACCORDANCE WITH THE RECOMMENDATIONS AND CONCLUSIONS OF HIS REPORT. SOIL ENGINEER SHALL STAMP AND SIGN MEMO. 15. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVAL FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVAL FROM EXCAVATIONS. 16. ALL FILL MATERIAL IS TO BE APPROVED BY A SOILS ENGINEER AND IS TO BE COMPACTED TO 90% OF MAXIMUM DENSITY (OR MORE AS ALL FILL MATERIAL IS TO BE APPROVED BY A SOILS ENGINEER AND IS TO BE COMPACTED TO 90% OF MAXIMUM DENSITY (OR MORE AS DIRECTED). INSPECTION IS REQUIRED DURING FILL AND COMPACTION. 17. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND OR OBTAIN THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND OR OBTAIN PERMIT FROM STATE OF CALIFORNIA, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA). THIS PERMIT AND ANY OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK. 18. ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, WHICH ARE IN DIRECT CONTACT WITH EARTH, AND ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, WHICH ARE IN DIRECT CONTACT WITH EARTH, AND SILLS THAT REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE TREATED WOOD #2 DF OR FOUNDATION REDWOOD, ALL MARKED OR BRANDED BY AN APPROVED AGENCY.

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18

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1.328

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0.472

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D

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TERRACE DEPOSITS

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2000 PSF

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LOW

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150 PCF

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0.25

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GEOFIRM: DATED - JULY 31, 2019 , PROJECT NO. - 72417-02 , REPORT NO. - 19-8552

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REINFORCED CONCRETE: : 1. CEMENT SHALL CONFORM TO ASTMC-150. TYPE V. WATER CEMENT RATIO SHALL NOT EXCEED .50. CEMENT SHALL CONFORM TO ASTMC-150. TYPE V. WATER CEMENT RATIO SHALL NOT EXCEED .50. 2. AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL-WEIGHT CONCRETE. AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL-WEIGHT CONCRETE. 3. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94. 4. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI UNLESS NOTED OTHERWISE. THE MAXIMUM CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI UNLESS NOTED OTHERWISE. THE MAXIMUM WATER-SOLUBLE CHLORIDE ION CONTENT SHALL BE .15% BY WEIGHT OF CEMENTITOUS MATERIAL. 5. CONCRETE SHALL HAVE MAXIMUM 4" SLUMP AT POINT OF PLACEMENT. CONCRETE SHALL HAVE MAXIMUM 4" SLUMP AT POINT OF PLACEMENT. 6. ADMIXTURES MAY BE USED WITH APPROVAL OF THE ENGINEER. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE ADMIXTURES MAY BE USED WITH APPROVAL OF THE ENGINEER. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. 7. REFER TO ARCHITECTURAL DRAWINGS FOR MOULDS, GROOVES, ORNAMENTS, CLIPS OR TEXTURES REQUIRED TO BE CAST INTO CONCRETE REFER TO ARCHITECTURAL DRAWINGS FOR MOULDS, GROOVES, ORNAMENTS, CLIPS OR TEXTURES REQUIRED TO BE CAST INTO CONCRETE AND FOR EXTENT OF DEPRESSIONS, CURBS AND RAMPS. 8. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH A " CHAMFER UNLESS OTHERWISE NOTED. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH A " CHAMFER UNLESS OTHERWISE NOTED. 34" CHAMFER UNLESS OTHERWISE NOTED. 9. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS SET BY AMERICAN CONCRETE INSTITUTE. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS SET BY AMERICAN CONCRETE INSTITUTE. 10. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 11. LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING REINFORCING STEEL. 12. CONCRETE FLOOR SLAB VARIATION FROM LEVEL TO " IN 10 FEET MAXIMUM. CONCRETE FLOOR SLAB VARIATION FROM LEVEL TO " IN 10 FEET MAXIMUM. 18" IN 10 FEET MAXIMUM. 13. THE MAXIMUM PLACING TEMPERATURE OF THE CONCRETE, WHEN DEPOSITED, SHALL BE 85 DEGREES F. IF THE WEATHER CAUSES THE THE MAXIMUM PLACING TEMPERATURE OF THE CONCRETE, WHEN DEPOSITED, SHALL BE 85 DEGREES F. IF THE WEATHER CAUSES THE PLACING TEMPERATURE TO EXCEED 85 DEGREES F., THE MIX SHALL BE COOLED BY WETTING THE AGGREGATE OR OTHER APPROPRIATE METHOD APPROVED BY THE ENGINEER. 14. IMMEDIATELY AFTER STRIPPING FORMS, PATCH MINOR DEFECTS, FORM-TIE HOLES, HONEY-COMBED AREAS BEFORE CONCRETE IS IMMEDIATELY AFTER STRIPPING FORMS, PATCH MINOR DEFECTS, FORM-TIE HOLES, HONEY-COMBED AREAS BEFORE CONCRETE IS THOROUGHLY DRY. REMOVE LEDGES AND BULGES. REPAIR GRAVEL POCKETS BY CUTTING OUT TO SOLID SURFACE, FORM KEY AND THOROUGHLY WET BEFORE PLACING PATCHING MORTAR CONSISTING OF I PART CEMENT TO 2 PARTS FINE SAND: COMPACT INTO PLACE AND NEATLY FINISH TO MATCH SURFACE. GROUT OR FILL SURFACES TO PRODUCE LEVEL, TRUE PLANES. 15. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND EMBEDDED FIXTURES AND INTO CORNERS OF FLOORS. 16. THE MAXIMUM SPACING OF REINFORCING STEEL IN EITHER HORIZONTAL OR VERTICAL DIRECTION SHALL BE 18" ON CENTER. THE MAXIMUM SPACING OF REINFORCING STEEL IN EITHER HORIZONTAL OR VERTICAL DIRECTION SHALL BE 18" ON CENTER. 17. IT IS RECOMMENDED A CEMENT WITH A C3A CONTENT NOT GREATER THAN 3% (BY WEIGHT OF CEMENT) BE USED FOR ALL CONCRETE. IT IS RECOMMENDED A CEMENT WITH A C3A CONTENT NOT GREATER THAN 3% (BY WEIGHT OF CEMENT) BE USED FOR ALL CONCRETE. CEMENT WITH C3A CONTENTS ABOVE 6% ARE NOT ACCEPTABLE. 18. IT SHALL BE THE RESPONSIBILITY OF THE CONCRETE SUPPLIER TO PROVIDE A CONCRETE MIX WHICH SATISFIES THE SPECIFICATIONS IT SHALL BE THE RESPONSIBILITY OF THE CONCRETE SUPPLIER TO PROVIDE A CONCRETE MIX WHICH SATISFIES THE SPECIFICATIONS OUTLINED ABOVE. PARAMETERS NOT SPECIFIED ABOVE ARE TO BE DETERMINED BY THE CONCRETE SPECIFIER.

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TIMBER: (GRADES PER WWPA GRADING RULES, DOUGLAS FIR-LARCH) (GRADES PER WWPA GRADING RULES, DOUGLAS FIR-LARCH) 4X AND LESS #1 ------------------------------------------------------------------- FB=1000 PSI FB=1000 PSI #2 ------------------------------------------------------------------- FB= 900 PSI FB= 900 PSI 6X AND GREATER #1 ------------------------------------------------------------------- FB= 1350 PSI FB= 1350 PSI 1. ALL TIMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH DOCUMENT PS 20. ALL TIMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH DOCUMENT PS 20. 2. SHEATHING FOR ROOF, FLOOR AND SHEAR WALLS SHALL BE DOUGLAS FIR CONFORMING TO DOCUMENT PS 1 OR DOCUMENT PS 2 AND SHALL BE SHEATHING FOR ROOF, FLOOR AND SHEAR WALLS SHALL BE DOUGLAS FIR CONFORMING TO DOCUMENT PS 1 OR DOCUMENT PS 2 AND SHALL BE APA RATED SHEATHING EXPOSURE 1. 3. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER. 4. UNLESS OTHERWISE SPECIFIED, ALL FASTENING SHALL CONFORM TO TABLE 2304.10.1 OF THE 2019 CBC. UNLESS OTHERWISE SPECIFIED, ALL FASTENING SHALL CONFORM TO TABLE 2304.10.1 OF THE 2019 CBC. 5. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. BOLTS SHALL BE PLACED 5" FROM ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. BOLTS SHALL BE PLACED 5" FROM THE END OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS NOTED. 6. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. ALL BOLT HOLES FOR WOOD TO WOOD CONNECTIONS ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. ALL BOLT HOLES FOR WOOD TO WOOD CONNECTIONS SHALL BE DRILLED 1/16" DIAMETER LARGER THAN NORMAL BOLT DIAMETER. 7. ALL FRAMING ANCHORS, POST CAPS, COLUMN BASES, ETC. SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY", NO SUBSTITUTIONS ALL FRAMING ANCHORS, POST CAPS, COLUMN BASES, ETC. SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY", NO SUBSTITUTIONS PERMITTED WITHOUT ENGINEER'S AUTHORIZATION PRIOR TO CONSTRUCTION. ALL HARDWARE SHALL BE INSTALLED PER "SIMPSON COMPANY" REQUIREMENTS. 8. GENERAL FRAMING PER SECTION 2308 OF THE 2016 CBC. GENERAL FRAMING PER SECTION 2308 OF THE 2016 CBC. 9. TOP PLATES OF ALL WOOD STUD WALLS TO BE 2-2X (SAME WIDTH AS STUDS), UNLESS OTHERWISE NOTED. SEE PLATE SPLICE DETAIL. TOP PLATES OF ALL WOOD STUD WALLS TO BE 2-2X (SAME WIDTH AS STUDS), UNLESS OTHERWISE NOTED. SEE PLATE SPLICE DETAIL. 10. CORNERS OF WALLS AT ALL BEARING AND TIE DOWN CONDITIONS SHALL BE FOUR (4)-STUD. THREE (3)-STUD (CALIFORNIA) MAY BE USED AT CORNERS OF WALLS AT ALL BEARING AND TIE DOWN CONDITIONS SHALL BE FOUR (4)-STUD. THREE (3)-STUD (CALIFORNIA) MAY BE USED AT NON-BEARING, NON-TIE-DOWN CONDITIONS. 11. STUDS IN EXTERIOR WALLS OR INTERIOR BEARING PARTITIONS SHALL NOT BE CUT OR NOTCHED MORE THAN 25% OF THEIR WIDTH. INTERIOR STUDS IN EXTERIOR WALLS OR INTERIOR BEARING PARTITIONS SHALL NOT BE CUT OR NOTCHED MORE THAN 25% OF THEIR WIDTH. INTERIOR NON-BEARING PARTITIONS MAY BE NOTCHED 40% OF THEIR WIDTH. 12. BORED HOLES IN ANY STUD SHALL BE LIMITED TO 40% OF THEIR WIDTH AND SHALL BE LOCATED AT LEAST -INCH FROM THE EDGE OF STUD. BORED HOLES IN ANY STUD SHALL BE LIMITED TO 40% OF THEIR WIDTH AND SHALL BE LOCATED AT LEAST -INCH FROM THE EDGE OF STUD. 58-INCH FROM THE EDGE OF STUD. 13. WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES A METAL TIE MINIMUM 1/8-INCH THICK AND 1 1/2" WIDE SHALL BE FASTENED ACROSS WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES A METAL TIE MINIMUM 1/8-INCH THICK AND 1 1/2" WIDE SHALL BE FASTENED ACROSS THE OPENING WITH 6-16D NAILS MINIMUM EACH SIDE. 14. ALL SHEAR WALLS SHALL EXTEND TO EITHER ROOF OR FLOOR DIAPHRAGM. ALL WALLS SHALL BE FRAMED WITHOUT INTERRUPTION TO ALL SHEAR WALLS SHALL EXTEND TO EITHER ROOF OR FLOOR DIAPHRAGM. ALL WALLS SHALL BE FRAMED WITHOUT INTERRUPTION TO EITHER A ROOF, FLOOR OR CEILING. 15. PROVIDE 2X6 STUDS AT ALL PLUMBING WALLS. PROVIDE 2X6 STUDS AT ALL PLUMBING WALLS. 16. NAILING INTO PRESSURE TREATED WOOD SILL PLATE SHALL USE HOT DIPPED ZINC COATED GALVANIZED OR STAINLESS STEEL NAILS. NAILING INTO PRESSURE TREATED WOOD SILL PLATE SHALL USE HOT DIPPED ZINC COATED GALVANIZED OR STAINLESS STEEL NAILS. 17. STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL WALL STUDS AND TO TOP AND BOTTOM WALL PLATES. STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL WALL STUDS AND TO TOP AND BOTTOM WALL PLATES. 18. ALL WOOD MEMBERS, INCLUDING WOOD SHEATHING, THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM ALL WOOD MEMBERS, INCLUDING WOOD SHEATHING, THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM EXPOSED EARTH SHALL BE PRESERVATIVE-TREATED WOOD OR FOUNDATION REDWOOD, ALL MARKED OR BRANDED BY AN APPROVED AGENCY. 19. FASTENERS FOR PRESERVATIVE TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED FASTENERS FOR PRESERVATIVE TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A153 EXCEPTION: FASTENERS OTHER THAN NAILS, TIMBER RIVETS, WOOD SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B695, CLASS 55 MINIMUM. FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA TECHNICAL REPORT NO. 7. 20. EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF FOUNDATION TO THE ROOF, AND TERMINATE AT 2-INCH (50.8 MM) NOMINAL EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF FOUNDATION TO THE ROOF, AND TERMINATE AT 2-INCH (50.8 MM) NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE (704A.3.2)

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%%UDESIGN LOADS

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FLOOR LIVE LOAD _______

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FLOOR DEAD LOAD _____

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WIND DESIGN DATA

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BASIC WIND SPEED (MPH)____

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WIND IMPORTANCE FACTOR (I

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w

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) ____

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WIND EXPOSURE ___

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INTERNAL PRESSURE COEFFICIENTS (GC

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pi

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) _____

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%%UEARTHQUAKE DESIGN

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MAPPED SPECTRAL RESPONSE ACCELERATIONS S

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s

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=_____ & S

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1

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=_____

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SITE CLASS ___

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DESIGN SPECTRAL RESPONSE ACCELERATIONS S

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DS

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=_____& S

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DI

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=_____

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OCCUPANCY CATEGORY ___

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SEISMIC IMPORTANCE FACTOR (1

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E

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) ___

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SEISMIC DESIGN CATEGORY (SDC) ______

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BASIC SEISMIC FORCE-RESISTING SYSTEM _____________________

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SEISMIC RESPONSE COEFFIENT (C

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S

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) ____

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RESPONSE MODIFICATION FACTOR (R) ___

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DESIGN BASE SHEAR (V) _______

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40 PSF

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16 PSF

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BEARING WALL SYSTEM

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12.22 PSF

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0.18

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COMPONENTS & CLADDING PRESSURES (P

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NET

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) _______

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2.32 PSF

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ROOF LIVE LOAD _______

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ROOF DEAD LOAD _______

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20 PSF

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17 PSF

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6.5

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0.16

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0.472

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0.5752

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D

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1.0

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II

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0.8853

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D

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1.328

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D

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1.0

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110

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ANALYSIS PROCEDURE USED ______________________

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EQUIVALENT FORCE METHOD

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SIMPSON HARDWARE NOTES: : THESE NOTES ARE PROVIDED TO ENSURE PROPER INSTALLATION OF SIMPSON STRONG-TILE CO., INC. PRODUCTS AND MUST BE FOLLOWED FULLY. 1. UNLESS OTHERWISE NOTED, BOLTS AND NAILS CANNOT BE COMBINED. 8D, 10D AND 16D SPECIFY COMMON NAILS. UNLESS OTHERWISE NOTED, BOLTS AND NAILS CANNOT BE COMBINED. 8D, 10D AND 16D SPECIFY COMMON NAILS. 2. UNLESS OTHERWISE NOTED, HARDWARE IS FOR USE WITH NO. 1 DOUGLAS FIR-LARCH UNDER CONTINUOUSLY DRY CONDITIONS. OTHER SPECIFIES UNLESS OTHERWISE NOTED, HARDWARE IS FOR USE WITH NO. 1 DOUGLAS FIR-LARCH UNDER CONTINUOUSLY DRY CONDITIONS. OTHER SPECIFIES OR CONDITIONS REQUIRE IMMEDIATE NOTIFICATION OR ENGINEER PRIOR TO INSTALLATION. 3. ALL REFERENCES TO BOLTS OR MBS ARE FOR STRUCTURAL QUALITY THROUGH BOLTS EQUAL TO OR BETTER THAN ASTM STANDARD A 307. ALL REFERENCES TO BOLTS OR MBS ARE FOR STRUCTURAL QUALITY THROUGH BOLTS EQUAL TO OR BETTER THAN ASTM STANDARD A 307. 4. UNLESS OTHERWISE NOTED, BENDING STEEL IN THE FIELD MAY CAUSE FRACTURES AT THE BEND LINE. FRACTURED STEEL WILL NOT CARRY UNLESS OTHERWISE NOTED, BENDING STEEL IN THE FIELD MAY CAUSE FRACTURES AT THE BEND LINE. FRACTURED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. 5. A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATES SPLITS TO DETERMINE IF THE CONNECTION WILL PERFORM A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATES SPLITS TO DETERMINE IF THE CONNECTION WILL PERFORM AS REQUIRED. DRIER WOOD TENDS TO SPLIT MORE EASILY AND SHOULD BE EVALUATED AS REQUIRED. IF WOOD TENDS TO SPLIT, CONSIDER PRE-BORING HOLES OF DIAMETER NOT EXCEEDING OF THE NAIL DIAMETER (PER THE NATIONAL DESIGN SPECIFICATION). 34 OF THE NAIL DIAMETER (PER THE NATIONAL DESIGN SPECIFICATION). 6. WOOD SHRINKS AND EXPANDS AS IT LOSES AND GAINS MOISTURE, PARTICULARLY PERPENDICULAR TO ITS GRAIN. SIMPSON MANUFACTURES IT WOOD SHRINKS AND EXPANDS AS IT LOSES AND GAINS MOISTURE, PARTICULARLY PERPENDICULAR TO ITS GRAIN. SIMPSON MANUFACTURES IT PRODUCTS TO FIT COMMON DRY LUMBER DIMENSIONS. IF YOU NEED A CONNECTOR WITH DIMENSIONS OTHER THAN THOSE LISTED IN THE CATALOG, SIMPSON MAY BE ABLE TO VARY CONNECTOR DIMENSION, CONTACT FACTORY. 7. TOP FLANGE HANGERS MAY CAUSE FLOOR UNEVENNESS. POSSIBLE REMEDIES SHOULD BE EVALUATED BY THE ENGINEER AND INCLUDE USING A TOP FLANGE HANGERS MAY CAUSE FLOOR UNEVENNESS. POSSIBLE REMEDIES SHOULD BE EVALUATED BY THE ENGINEER AND INCLUDE USING A FACE MOUNT HANGER, AND ROUTERING THE BEAM OR CUTTING THE SUBFLOOR TO ACCOMMODATE THE TOP FLANGE THICKNESS. 8. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON CATALOG. INCORRECT FASTENER ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON CATALOG. INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 16D FASTENERS ARE COMMON NAILS (8 GA. x 3 ") AND 12") AND CANNOT BE REPLACED WITH 16D SINKERS (P GA. x 3 ") UNLESS SPECIFIED OTHERWISE. 14") UNLESS SPECIFIED OTHERWISE. 9. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. 10. USE PROPER SAFETY EQUIPMENT. USE PROPER SAFETY EQUIPMENT. 11. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES; FOLLOW PROPER WELDING PROCEDURES AND SAFETY PRECAUTIONS. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES; FOLLOW PROPER WELDING PROCEDURES AND SAFETY PRECAUTIONS. 12. PNEUMATIC OR POWER-ACTIVATD FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS.PNEUMATIC OR POWER-ACTIVATD FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS.

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CEILING JOIST/SOFFIT NOTES: : 1. ALL CEILING JOISTS ARE #2 DF. ALL CEILING JOISTS ARE #2 DF. 2. SUBSTITUTIONS MAY BE MADE PER TABLE. SUBSTITUTIONS MAY BE MADE PER TABLE. 3. SIZES SHOWN ARE MINIMUM. SIZES SHOWN ARE MINIMUM. 4. USE #2 DF 4x6 HEADERS TO CARRY CEILING JOISTS ONLY AT SPANS TO 9'; USE #2 DF 4x8 AT SPANS 9'-6" TO 12'. USE #2 DF 4x6 HEADERS TO CARRY CEILING JOISTS ONLY AT SPANS TO 9'; USE #2 DF 4x8 AT SPANS 9'-6" TO 12'. 5. SHEAR WALL PANELING SHALL NOT BE BROKEN AT SOFFIT OR CEILING JOISTS, UNLESS SPECIFICALLY DETAILED. SHEAR WALL PANELING SHALL NOT BE BROKEN AT SOFFIT OR CEILING JOISTS, UNLESS SPECIFICALLY DETAILED. 6. ALLOWABLE SPANS FOR #2 DF OR BETTER CEILING JOISTS. ALLOWABLE SPANS FOR #2 DF OR BETTER CEILING JOISTS. JOIST 2x4 2x6 2x8 2x10 2x4 2x6 2x8 2x10 2x6 2x8 2x10 2x8 2x10 2x10 12" o/c 12'-0" 19'-0" 25'-0" 26'-0" 12'-0" 19'-0" 25'-0" 26'-0" 19'-0" 25'-0" 26'-0" 16" o/c 11'-0" 17'-3" 22'-9" 24'-0" 17'-3" 22'-9" 24'-0" 24" o/c 9'-6" 15'-0" 19'-9" 22'-0"

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STRUCTURAL STEEL: : 1. MISCELLANEOUS STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE (FY=36 KSI). MISCELLANEOUS STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE (FY=36 KSI). 2. STEEL WIDE FLANGE BEAMS AND COLUMNS SHALL CONFORM TO ASTM A992/A572-50 (FY=50 KSI) STEEL WIDE FLANGE BEAMS AND COLUMNS SHALL CONFORM TO ASTM A992/A572-50 (FY=50 KSI) 3. STEEL PIPE SHALL CONFORM TO ASTM A500 (FY=42 KSI). STEEL PIPE SHALL CONFORM TO ASTM A500 (FY=42 KSI). 4. MACHINE BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ASTM A307 GRADE "A" UNLESS NOTED OTHERWISE. MACHINE BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ASTM A307 GRADE "A" UNLESS NOTED OTHERWISE. 5. WELDING OF STRUCTURAL STEEL SHALL BE DONE BY THE SHIELDED ARC PROCESS PER AWS D1.1 USING APPROVAL ELECTRODES (E70XX-LOW WELDING OF STRUCTURAL STEEL SHALL BE DONE BY THE SHIELDED ARC PROCESS PER AWS D1.1 USING APPROVAL ELECTRODES (E70XX-LOW HYDROGEN). 6. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 7. EXCEPT WHERE INDICATED, OR SPECIFIED TO BE GALVANIZED, CLEAN STEEL AND IRON OF GREASE, RUST, MILL SCALE, OR OTHER FOREIGN EXCEPT WHERE INDICATED, OR SPECIFIED TO BE GALVANIZED, CLEAN STEEL AND IRON OF GREASE, RUST, MILL SCALE, OR OTHER FOREIGN MATTER AND SUPPLY ONE SHOP COAT OF THE SPECIFIED PRIMER. MATERIAL TO BE EMBEDDED IN CONCRETE SHALL NOT BE PRIMED. SURFACES OF STRUCTURAL STEEL TO RECEIVE STEEL DECK SHALL NOT BE PRIMED. PRIMER PAINT SHALL BE COMPATIBLE WITH TYPE AND COLOR OF FINISH COATINGS DESCRIBED BY ARCHITECT. STANDARD SHOP PAINT SHALL BE A RUST-INHIBITIVE COATING CONFORMING TO GOVERNING AIR POLLUTION CONTROL REQUIREMENTS. 8. SURFACE TO BE WELDED SHALL BE FREE OF ANY PAINT, GREASE, LOOSE SCALE AND FOREIGN MATTER. CONTACT BEARING SURFACES OF SURFACE TO BE WELDED SHALL BE FREE OF ANY PAINT, GREASE, LOOSE SCALE AND FOREIGN MATTER. CONTACT BEARING SURFACES OF BOLTED PARTS SHALL BE FREE FROM SCALE, SLAG, BURRS, AND PITS, OR DIRT, PAINT, OR OTHER FOREIGN MATERIALS AND/OR ANY DEFECTS WHICH WOULD PREVENT SOLID SEATING OF PARTS. 9. ALL FIELD WELDING SHALL BE PERFORMED BY LICENSED CERTIFIED WELDERS. ALL FIELD WELDING SHALL BE PERFORMED BY LICENSED CERTIFIED WELDERS. 10. STEEL FABRICATORS SHALL BE CERTIFIED. STEEL FABRICATORS SHALL BE CERTIFIED. REINFORCING STEEL: : 1. GRADE 40 (FY=40KSI) REINFORCEMENT SHALL CONFORM TO ASTM A615 #4 AND SMALLER. GRADE 40 (FY=40KSI) REINFORCEMENT SHALL CONFORM TO ASTM A615 #4 AND SMALLER. GRADE 60 (FY=60 KSI) REINFORCEMENT SHALL CONFORM TO ASTM A706 #5 AND LARGER. 2. REINFORCING DETAILING, BENDING AND PLACING SHALL BE IN ACCORDANCE WITH CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF REINFORCING DETAILING, BENDING AND PLACING SHALL BE IN ACCORDANCE WITH CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LATEST EDITION. 5. LAPS AT BAR SPLICES SHALL BE: 40 BAR DIAMETER OR 18" MINIMUM FOR CONCRETE AND 36 BAR DIAMETER OR 24" MINIMUM FOR MASONRY LAPS AT BAR SPLICES SHALL BE: 40 BAR DIAMETER OR 18" MINIMUM FOR CONCRETE AND 36 BAR DIAMETER OR 24" MINIMUM FOR MASONRY UNLESS NOTED OTHERWISE. 6. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF WALL, UNLESS NOTED OTHERWISE IN DETAILS AND SHALL VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF WALL, UNLESS NOTED OTHERWISE IN DETAILS AND SHALL BE TIED IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETER. 7. REINFORCING STEEL SHALL BE PROVIDED WITH FOLLOWING AMOUNTS OF CONCRETE COVER: REINFORCING STEEL SHALL BE PROVIDED WITH FOLLOWING AMOUNTS OF CONCRETE COVER: FOOTING (CONCRETE DEPOSITED AGAINST EARTH) ------------------------- 3" CONCRETE SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER --------- 2" 8. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE OR GROUT.

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VERSA-LAM BEAMS

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1 " & 2 "34" & 2 "58"

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3 " & WIDER12" & WIDER

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VERSA-LAM COLUMNS

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VERSA-STUD

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RIMBOARD/ STAIR STRINGERS

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DESIGN PROPERTY

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GRADE

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MODULUS OF ELASTICITY Ex10 PSI

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6

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(1)

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2.0 2800

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2.0 3100

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1.7 2650

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1.7 2400

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1.4 1800

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2.0

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2.0

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1.7

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1.7

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1.4

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BENDING Fb (PSI)b (PSI) (PSI)

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(2)(3)

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2800

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3100

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2650

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2400

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1800

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HORIZONTAL SHEAR Fy (PSI)y (PSI) (PSI)

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(2)(4)

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285

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285

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285

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285

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225

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TENSION PARALLEL TO GRAIN Ft (PSI)t (PSI) (PSI)

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(2)(5)

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3000

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3000

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3000

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3000

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2500

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COMPRESSION PERPENDICULAR TO GRAIN FC (PSI)C (PSI) (PSI)

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(1)(6)

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750

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750

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750

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750

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525

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EQUIVALENT SPECIFIC GRAVITY FOR FASTENER DESIGN (SG)

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0.5

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0.5

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0.5

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0.5

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0.5

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1. THIS VALUE CANNOT BE ADJUSTED FOR LOAD DURATION 2. THIS VALUE IS BASED UPON A LOAD DURATION OF 100% AND MAY BE ADJUSTED FOR OTHER LOAD DURATIONS. 3. FIBER STRESS BENDING VALUE SHALL BE MULTIPLIED BY THE DEPTH FACTOR (12/d) WHERE d=MEMBER DEPTH (IN.) 4. STRESS APPLIED PERPENDICULAR TO THE GLUELINES. 5. TENSION VALUE SHALL BE MULTIPLIED BY A LENGTH FACTOR, (4/L) WHERE L= MEMBER LENGHT (FT). 6. STRESS APPLIED PARALLEL TO THE GLUELINES. DESIGN PROPERTIES ARE LIMITED TO DRY CONDITIONS OF USE WHERE THE MAXIMUM MOISTURE CONTENT OF THE MATERIAL WILL NOT EXCEED 16%. 7. ALL ENGINEERED WOOD PRODUCTS (EWP) SUPPLIED ON THIS PROJECT MUST BE SUPPLIED BY ONE MANUFACTURER. MIXING OF EWP PRODUCT MANUFACTURERS IS NOT PERMITTED AND WILL RENDER THE EWP PRODUCT WARRANTY VOID. THE RESPONSIBLE PARTY WILL BE REQUIRED TO REMOVE AND REPLACE ALL EWP PRODUCTS THAT DO NOT COMPLY.

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1/9

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1/8

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COMPRESSION PARALLEL TO GRAIN FC 11 (PSI)C 11 (PSI)(PSI)

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(2)

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2150

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2150

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1650

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1650

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1250

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VERSA-LAM DESIGN STRESSES

Harold

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Φ

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S-5

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EX. CONC. FTG. TO REMAIN

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EX. CONC. RET. WALL TO REMAIN

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(E) RET. WALLS TO BE REMOVED (SEE LOWER FLOOR FRAMING PLAN)

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NO TIE TO EXIST. REQ'D

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S-6

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19

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3"Φ P.C.

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%%ULEGEND

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A.B.= ANCHOR BOLT

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N.H. = NO HOLDOWN

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SHEAR WALL

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EXIST FOOTING

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NEW FOOTING

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NEW RETAINING WALL

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EXIST RETAINING WALL TO BE REMOVED

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BRICK WALL

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BEAM SCHEDULE

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MARK

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GRADE / SPECIES / SIZE

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COMMENTS

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#2 DF 4x12

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FB-2

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(E) 4x12

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W10x39 STEEL BEAM

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#2 DF 4x10

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#2 DF 4x10

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FJ-1

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1 "x9 " 2.0E DF V-LAM @ 24" o/c34"x9 " 2.0E DF V-LAM @ 24" o/c12" 2.0E DF V-LAM @ 24" o/c

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RB-1

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#2 DF 2x8

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RB-2

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#2 DF 4x10

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3 "x9 " 2.0E DF VERSA-LAM12"x9 " 2.0E DF VERSA-LAM12" 2.0E DF VERSA-LAM

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JOB NO.

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SHEET

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SCALE

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CHECKED

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DRAWN

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REVISIONS

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DESCRIPTION

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DATE

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14"=1'-0"

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S-1

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14" = 1'-0"

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(949) 497 5203

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1437 glenneyre

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structural design

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harold larson

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BRAFF RESIDENCE

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LAGUNA BEACH, CA

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DATE

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HL

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Exp. 6-30-18

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C

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No.33222

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MAIN HOUSE FOUNDATION PLAN

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MAIN HOUSE FOUNDATION PLAN

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18

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1.328

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0.472

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D

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TERRACE DEPOSITS

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2000 PSF

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LOW

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150 PCF

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0.25

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Harold

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A.B.= ANCHOR BOLT

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SHEAR WALL

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NEW RETAINING WALL

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BRICK WALL

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(E) CELLAR

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MECHANICAL

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3" P.C. PER

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REMOVE EXIST. RET. WALL

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(E) 4x12 @ 24"o/c

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(FULL DIMENSION LUMBER)

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HU412 TYP.

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REMOVE EX. POST & HEADER

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(E) 4x12 BM

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(E) 4x12 BM

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S-5

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(FB-3) STEEL BEAM FLUSH

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3"Φ P.C.

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HU412

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(E) 4x12

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(FB-2) EX. 4x12

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CONSTRUCT NEW RETAINING WALL & STAIR (CONC.)

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3"Φ P.C.

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LINE OF FOUNDATION ABV.

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LINE OF FLOOR ABV.

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EXISTING RAISED FOUNDATION (NO CHANGE)

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HU412

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HU412

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BEAM SCHEDULE

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MARK

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COMMENTS

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#2 DF 4x12

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(E) 4x12

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W10x39 STEEL BEAM

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#2 DF 4x10

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#2 DF 4x10

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#2 DF 2x8

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CAPTAINS LIVING ROOM

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KITCHEN

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LIVING/DINING

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PWDR

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LAU

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EXISTING FLOOR FRAMING (NO CHANGE)

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REFRAME AS REQ'D

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EXIST. BRICK WALL TO REMAIN

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SKY LT.

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(RB-1)

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(E) 4x12

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(E) 4x12

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(E) 4x12

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4x6 HDR

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DBL

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DBL

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EX. WOOD POLE TO REMAIN

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ST6224 NEW TO EXIST AT PLATE LINE

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(RB-2)

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(E) 4x12

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(E) 6x6 HDR

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(E) HDR

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LUS28

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(N) 4x10 HDR

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(E) HDR

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4x4 POST

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LINE OF FLOOR ABV.

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LINE OF FLOOR ABV.

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S-6

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FRAME w/ 1 "x5 " V-LAM @ 16" o/c IN LUS HANGERS IN EXIST OPENING34"x5 " V-LAM @ 16" o/c IN LUS HANGERS IN EXIST OPENING14" V-LAM @ 16" o/c IN LUS HANGERS IN EXIST OPENING IN EXIST OPENING

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(949) 497 5203

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1437 glenneyre

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structural design

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harold larson

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BRAFF RESIDENCE

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MAIN HOUSE LOWER FLOOR FRAMING

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MARK

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SHEATHING 2 & 3

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NOTES: : 1. 3 REQUIRE SINGLE PIECE 3x SILL/SOLE PLATE. USE (2)-20d BOX NAILS AT STUD ENDS AT 3 ONLY. 3 REQUIRE SINGLE PIECE 3x SILL/SOLE PLATE. USE (2)-20d BOX NAILS AT STUD ENDS AT 3 ONLY. 2. LTP4 MAY BE USED AS ALTERNATIVE. USE ALSO AT BLOCKING UNDER WALL TO SILL AT FOUNDATION AND BLOCKING UNDER LTP4 MAY BE USED AS ALTERNATIVE. USE ALSO AT BLOCKING UNDER WALL TO SILL AT FOUNDATION AND BLOCKING UNDER WALL TO DOUBLE TOP PLATE OF FOUNDATION CRIPPLE WALLS. 3. ALL PANEL EDGES TO BE BLOCKED. AT WALLS 6'-0" AND LESS IN LENGTH FACE GRAIN SHALL BE APPLIED PER PERPENDICULAR ALL PANEL EDGES TO BE BLOCKED. AT WALLS 6'-0" AND LESS IN LENGTH FACE GRAIN SHALL BE APPLIED PER PERPENDICULAR STUDS. VERTICAL APPLICATION OF SHEATHING MAY BE USED AT WALL LENGTHS EXCEEDING 6'-0". 4. ALL SHEATHING SHALL BEAR ONE OF THE GRADE STAMPS AS SHOWN ON DETAIL 7/S-5. MINIMUM DIMENSION OF SHEATHING ALL SHEATHING SHALL BEAR ONE OF THE GRADE STAMPS AS SHOWN ON DETAIL 7/S-5. MINIMUM DIMENSION OF SHEATHING 7/S-5. MINIMUM DIMENSION OF SHEATHING . MINIMUM DIMENSION OF SHEATHING PIECES SHALL BE 24". 5. SEE FOUNDATION PLAN FOR HOLDOWN TYPE AND LOACTION. INSTALLATION OF HOLDOWNS PER MANUFACTURER REQUIREMENTS. SEE FOUNDATION PLAN FOR HOLDOWN TYPE AND LOACTION. INSTALLATION OF HOLDOWNS PER MANUFACTURER REQUIREMENTS. THERE SHALL BE NO COLD-JOINTS IN LENGTH OF REQUIRED HOLDOWN EMBEDMENT. HOLDOWNS ARE REQUIRED ONLY WHERE SHOWN ON THE PLANS. 6. ALL FIELD NAILING 12" ON CENTER SAME SIZE AS PANEL EDGE NAILS. ALL FIELD NAILING 12" ON CENTER SAME SIZE AS PANEL EDGE NAILS. 7. FRAMING AT PANEL EDGES, INCLUDING SILL/SOLE PLATES, SHALL BE SINGLE 3-INCH NOMINALOR WIDER PIECE AND NIALS SHALL FRAMING AT PANEL EDGES, INCLUDING SILL/SOLE PLATES, SHALL BE SINGLE 3-INCH NOMINALOR WIDER PIECE AND NIALS SHALL BE STAGGERED PER 6/S-5. 6/S-5. . 8. WHERE SHEATHING IS APPLIED ON BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING WHERE SHEATHING IS APPLIED ON BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 9. PRE-DRILLING IS REQUIRED AT LAG BOLTS. PRE-DRILLING IS REQUIRED AT LAG BOLTS. 10. DIAPHRAGM SHEATHING NAILS SHALL BE DRIVEN SO THAT THE NAIL HEAD IS FLUSH WITH THE SHEATHING SURFACE. DIAPHRAGM SHEATHING NAILS SHALL BE DRIVEN SO THAT THE NAIL HEAD IS FLUSH WITH THE SHEATHING SURFACE. 11. SEE FOUNDATION PLAN FOR SIZE AND SPACING OF ANCHOR BOLTS AT SHEAR WALLS WITH SILLS TO CONCRETE. SEE FOUNDATION PLAN FOR SIZE AND SPACING OF ANCHOR BOLTS AT SHEAR WALLS WITH SILLS TO CONCRETE. 12. WHERE SHEATHING IS APPLIED ON BOTH FACES OF WALL, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING WHERE SHEATHING IS APPLIED ON BOTH FACES OF WALL, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MOMENTS.

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ALL WALLS REQUIRE 3"x3"x " CUT PLATE WASHER AT SILL BOLTS 14" CUT PLATE WASHER AT SILL BOLTS ALL NAILS ARE COMMON OR GALVANIZED BOX TYPES.

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Harold

Harold Stamp 2020

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A.B.= ANCHOR BOLT

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ROOF FRAMING

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UPPER FLOOR FRAMING

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FOUNDATION PLAN

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GUEST HOUSE FOUNDATION, FLOOR & ROOF FRAMING

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58"Φ x 7" LAGS AT 8" o/c x 7" LAGS AT 8" o/c

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NOTES: : 1. 3 REQUIRE SINGLE PIECE 3x SILL/SOLE PLATE. USE (2)-20d BOX NAILS AT STUD ENDS AT 3 ONLY. 3 REQUIRE SINGLE PIECE 3x SILL/SOLE PLATE. USE (2)-20d BOX NAILS AT STUD ENDS AT 3 ONLY. 2. LTP4 MAY BE USED AS ALTERNATIVE. USE ALSO AT BLOCKING UNDER WALL TO SILL AT FOUNDATION AND BLOCKING UNDER LTP4 MAY BE USED AS ALTERNATIVE. USE ALSO AT BLOCKING UNDER WALL TO SILL AT FOUNDATION AND BLOCKING UNDER WALL TO DOUBLE TOP PLATE OF FOUNDATION CRIPPLE WALLS. 3. ALL PANEL EDGES TO BE BLOCKED. AT WALLS 6'-0" AND LESS IN LENGTH FACE GRAIN SHALL BE APPLIED PER PERPENDICULAR ALL PANEL EDGES TO BE BLOCKED. AT WALLS 6'-0" AND LESS IN LENGTH FACE GRAIN SHALL BE APPLIED PER PERPENDICULAR STUDS. VERTICAL APPLICATION OF SHEATHING MAY BE USED AT WALL LENGTHS EXCEEDING 6'-0". 4. ALL SHEATHING SHALL BEAR ONE OF THE GRADE STAMPS AS SHOWN ON DETAIL 7/S-5. MINIMUM DIMENSION OF SHEATHING ALL SHEATHING SHALL BEAR ONE OF THE GRADE STAMPS AS SHOWN ON DETAIL 7/S-5. MINIMUM DIMENSION OF SHEATHING 7/S-5. MINIMUM DIMENSION OF SHEATHING . MINIMUM DIMENSION OF SHEATHING PIECES SHALL BE 24". 5. SEE FOUNDATION PLAN FOR HOLDOWN TYPE AND LOACTION. INSTALLATION OF HOLDOWNS PER MANUFACTURER REQUIREMENTS. SEE FOUNDATION PLAN FOR HOLDOWN TYPE AND LOACTION. INSTALLATION OF HOLDOWNS PER MANUFACTURER REQUIREMENTS. THERE SHALL BE NO COLD-JOINTS IN LENGTH OF REQUIRED HOLDOWN EMBEDMENT. HOLDOWNS ARE REQUIRED ONLY WHERE SHOWN ON THE PLANS. 6. ALL FIELD NAILING 12" ON CENTER SAME SIZE AS PANEL EDGE NAILS. ALL FIELD NAILING 12" ON CENTER SAME SIZE AS PANEL EDGE NAILS. 7. FRAMING AT PANEL EDGES, INCLUDING SILL/SOLE PLATES, SHALL BE SINGLE 3-INCH NOMINALOR WIDER PIECE AND NIALS SHALL FRAMING AT PANEL EDGES, INCLUDING SILL/SOLE PLATES, SHALL BE SINGLE 3-INCH NOMINALOR WIDER PIECE AND NIALS SHALL BE STAGGERED PER 6/S-5. 6/S-5. . 8. WHERE SHEATHING IS APPLIED ON BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING WHERE SHEATHING IS APPLIED ON BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 9. PRE-DRILLING IS REQUIRED AT LAG BOLTS. PRE-DRILLING IS REQUIRED AT LAG BOLTS. 10. DIAPHRAGM SHEATHING NAILS SHALL BE DRIVEN SO THAT THE NAIL HEAD IS FLUSH WITH THE SHEATHING SURFACE. DIAPHRAGM SHEATHING NAILS SHALL BE DRIVEN SO THAT THE NAIL HEAD IS FLUSH WITH THE SHEATHING SURFACE. 11. SEE FOUNDATION PLAN FOR SIZE AND SPACING OF ANCHOR BOLTS AT SHEAR WALLS WITH SILLS TO CONCRETE. SEE FOUNDATION PLAN FOR SIZE AND SPACING OF ANCHOR BOLTS AT SHEAR WALLS WITH SILLS TO CONCRETE. 12. WHERE SHEATHING IS APPLIED ON BOTH FACES OF WALL, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING WHERE SHEATHING IS APPLIED ON BOTH FACES OF WALL, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MOMENTS.

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ALL WALLS REQUIRE 3"x3"x " CUT PLATE WASHER AT SILL BOLTS 14" CUT PLATE WASHER AT SILL BOLTS ALL NAILS ARE COMMON OR GALVANIZED BOX TYPES.

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34" SINGLE SIZE GRAVEL w/ GEOTEXTILE FABRIC w/ 4"Φ PERF PERF PIPE EMBEDDED AT BASE OF GRAVEL TIED TO A 4" NON-PERFORATED OUTLET PIPE

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#5 @ 9" o/c VERT. #4 @ 18" o/c HORIZ.

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(FB-3) W10x39 STEEL BEAM w/ "Φ N.S. @ 24" o/c IN "SET-XP" 58"Φ N.S. @ 24" o/c IN "SET-XP" N.S. @ 24" o/c IN "SET-XP" EPOXY PER ICC-ESR-2508

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(E) BRICK WALL TO REMAIN *TEMP SHORING OF EXIST. BRICK WALL WILL BE REQUIRED

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EX. 4x12 BEAM IN HU412 HANGER TYP.

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2x NAILER w/ "Φ N.S. @ 48" o/c58"Φ N.S. @ 48" o/c N.S. @ 48" o/c

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FLOOR SHT'G

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2x STUD WHERE OCCURS

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VAPOR PROOF MEMBRANE

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EX. CONC. SLAB

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STEPPED STEM WALL BELOW CONC. STAIR

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NOTE: : - f'c = 2500 PSI - fy = 60000 PSI - NO SPECIAL INSPECTION REQ'D - 1:1 SLOPE MAXIMUM TEMPORARY CONSTRUCTION SLOPE

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34" SINGLE SIZE GRAVEL w/ GEOTEXTILE FABRIC w/ 4"Φ PERF PERF PIPE EMBEDDED AT BASE OF GRAVEL TIED TO A 4" NON-PERFORATED OUTLET PIPE

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VAPOR PROOF MEMBRANE

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(E) RET. WALL???

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REMOVE INTERFERRING PORTIONS OF (E) SLAB & BRICK FOR TEMPORARY SLOPE EXCAVATION. AFTER RET. WALL INSTALLATION, REFILL, RECOMPACT BACKFILL, & RECONSTRUCT SLAB PER

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2x STUD WHERE OCCURS

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#5 @ 9" o/c VERT. #4 @ 18" o/c HORIZ.

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NOTE: : - f'c = 2500 PSI - fy = 60000 PSI - NO SPECIAL INSPECTION REQ'D - 1:1 SLOPE MAXIMUM TEMPORARY CONSTRUCTION SLOPE

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(E) FLOOR SHT'G

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(E) 9 " WOOD POLE TO REMAIN12" WOOD POLE TO REMAIN

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MATCH AND EXTEND WOOD POLE TO FLOOR FRAMING

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5" SQ. x " THICK STEEL PLATE w/ 14" THICK STEEL PLATE w/ (4)- "Φ LAG SCREWS x 3" LONG14"Φ LAG SCREWS x 3" LONG LAG SCREWS x 3" LONG

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(N) 3"Φ P.C. P.C.

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(E) FLOOR FRAMING

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DBL

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14" THICK STEEL "U" BUCKET w/ (4)- "Φ M.B. THRU DBL FLOOR JOIST58"Φ M.B. THRU DBL FLOOR JOIST M.B. THRU DBL FLOOR JOIST

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(949) 497 5203

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1437 glenneyre

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BRAFF RESIDENCE

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STRUCTURAL DETAILS

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RATED SHEATHING

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STRUCTURAL 1

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15/32 INCH

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@ FRM'G

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FLOOR

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SIZED FOR SPACING

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EXPOSURE 1

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PS 1-95 C-D

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NER-QA397 PRP-108

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TYPICAL SHEAR WALL

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@ FNDTN

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ALL SHEATHING SHALL BEAR ONE OF THE GRADE STAMPS SHOWN

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LAP TOP PLATE ON HEADER OR USE "SIMPSON" ST STRAP

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DBL TOP PLATE

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SHEAR PANEL PER PLANS

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16d @ 12" o/c

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DBL. STUD MIN. 4x4 REQ'D @ HD's

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BLK'G AT MID-HEIGHT

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HD TYPE HOLDOWN REQ'D ONLY AT LOCATIONS SHOWN ON PLANS

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DBL. BLKG. & E.N. AT OPENINGS 16" SQ. MAX. LARGER OPENINGS REQUIRE ADDITIONAL DETAILING

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SILL PLATE NAILED OR BOLTED PER PLAN AND/OR SHEAR PANEL SCHED.

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AT SHEAR WALLS APPLY SHEATHING SHEAR PANEL WITH FACE GRAIN PERPENDICULAR TO WALL STUDS AT WALLS LESS THAN 6'-0" IN LENGTH

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NOTES: : - FIELD NAILING SHALL BE 12" o/c FIELD NAILING SHALL BE 12" o/c - MINIMUM SHEATHING DIMENSION IS 24" MINIMUM SHEATHING DIMENSION IS 24" - ALL NAILS SHALL BE COMMON OR GALVANIZED BOX "SINKERS" ARE ALL NAILS SHALL BE COMMON OR GALVANIZED BOX "SINKERS" ARE "SINKERS" ARE NOT PERMITTED - SINGLE SIDE SHEAR WALLS MAY HAVE SHEAR PANEL APPLIED TO SINGLE SIDE SHEAR WALLS MAY HAVE SHEAR PANEL APPLIED TO EITHER FACE OF WALL. - TWO LAYERS OF GRADE D PAPER ARE REQUIRED BETWEEN STUCCO TWO LAYERS OF GRADE D PAPER ARE REQUIRED BETWEEN STUCCO AND PLYWOOD - DIAPHRAGM SHEATHING NAILS SHALL BE DRIVE SO THAT THEIR HEAD DIAPHRAGM SHEATHING NAILS SHALL BE DRIVE SO THAT THEIR HEAD IS FLUSH WITH SHEATHING SURFACE - SHEAR WALL NAILING SHALL BE INSPECTED PRIOR TO COVERINGSHEAR WALL NAILING SHALL BE INSPECTED PRIOR TO COVERING

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-FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT EDGES FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT EDGES OF SHEATHING. 3x MIN. REQ'D @ 3

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-PANEL MARKS 3 REQUIRE A SINGLE 3x MEMBER. AT SILL AND PANEL MARKS 3 REQUIRE A SINGLE 3x MEMBER. AT SILL AND PANEL EDGES. SEE ALSO

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2x STUDS @ 16" o/c

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3x REQ'D @ 3

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A35 @ 32" o/c UNLESS NOTED OTHERWISE ON SHEAR PANEL SCHEDULE

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MICROLLAM FLOOR JOISTS PER PLAN

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DBL 2x CONT. TOP PLATE

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2x STUDS @ 16" o/c

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SHEAR PANEL PER PLAN

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E.N.

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1 " LSL SOLID BLK'G34" LSL SOLID BLK'G

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1 " LSL RIM BOARD34" LSL RIM BOARD

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B.N.

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E.N.

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SILL NAIL 16d @ 8" o/c U.N.O. ON SHEAR PANEL SCHEDULE

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SHEAR PANEL PER PLANS WHERE OCCURS

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2x STUDS @ 16" o/c

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SHEAR TRANSFER

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EXISTING FOOTING

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HOLDOWN AT EXISTING FOOTING

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58"Φ ROD w/ 3"x3"x " SQUARE CUT WASHER ROD w/ 3"x3"x " SQUARE CUT WASHER 14" SQUARE CUT WASHER (SEE PLAN FOR SPACING)

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THREADED ROD IN SET EPOXY

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HDU

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ROD DIA.

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MIN. EMBEDMENT

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5"

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** SIMPSON HIGH STRENGTH "SET-3G" SIMPSON HIGH STRENGTH "SET-3G" EPOXY PER I.C.C. ESR AC308 ** SPECIAL INSPECTION IS REQUIRED FOR SPECIAL INSPECTION IS REQUIRED FOR THREADED ROD INSTALLATION

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4x MIN. END POST

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HD. PER PLAN

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*EDGE AND END DISTANCES FOR EDGE AND END DISTANCES FOR THREADED ROD IN CONCRETE STEMWALL CORNER INSTALLATION

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*EMBEDMENT SHOWN IS BELOW EMBEDMENT SHOWN IS BELOW COLD-JOINT OF EXISTING SLAB/EXISTING FOOTING INTO EXISTING FOOTING

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CEILING JOISTS PER PLAN

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SHEAR TRANSFER

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N.T.S.

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RAFTERS PER PLAN

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ROOF SHT'G

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B.N.

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(5)-16d

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E.N.

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DBL 2x PLATE

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A35 @ 32" o/c U.N.O. ON SHEAR PANEL SCHEDULE

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2x STUDS @ 16" U.N.O. ON PLAN

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SHEAR PANEL PER PLAN WHERE OCCURS

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SHEAR WALL PERPEN./ PARALLEL TO FRM'G

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N.T.S.

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%%USHEAR WALL PARALLEL TO FRAMING

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-- SEE ALSO AT SHEAR WALLS

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-- SEE FOR SHEAR WALL REQUIREMENTS

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PANEL WALL PER SCHEDULE

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16d OR LAGS PER SCHEDULE

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FLAT 2x OR DOUBLE FULL DEPTH

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BLK'G UNDER WALL - FULL LENGTH

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%%USHEAR WALL PERPENDICULAR TO FRAMING

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NTS

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DOUBLE JOIST MIN. PER OR BEAM PER PLAN

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T&G PLYWOOD PER PLAN

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FRAMING PER PLAN

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PANEL PER SHEAR WALL SCHEDULE EITHER OR BOTH SIDES

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--WHERE WALL IS LESS THAN 6' IN LENGTH WHERE WALL IS LESS THAN 6' IN LENGTH SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO STUDS

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RETAINING WALL AT CELLAR ENTRY

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N.T.S.

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RETAINING WALL AT CELLAR ENTRY

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#3 NOSING BARS

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SLOPE VARIES

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#3 AT 18" o/c E.W.

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CONCRETE STEPS

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POST EXTENSION

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MARK

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NOTE: : SEE FOR ADDITIONAL REQUIREMENTS. DETAILS APPLIES AT SHEAR WALL 3 ONLY WHERE WALL LENGTH IS LESS THAN 6" SHEATHING SHALL BE INSTALLED w/ FACE GRAIN PERPENDICULAR TO STUDS. USE "Φ x 9" A.B. w/ 58"Φ x 9" A.B. w/ x 9" A.B. w/ 3"x3"x " PLATE CUTE WASHERS PER FOUNDATION PLAN TO 14" PLATE CUTE WASHERS PER FOUNDATION PLAN TO FOOTINGS.

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58"Φ LAG @ SOLE/SILL PER LAG @ SOLE/SILL PER SHEAR WALL SCHEDULE

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SILL/SOLE PLATE SINGLE 3x

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PANEL END SINGLE 3x (MIN) 4x IS REQ'D WHERE HD OCCURS

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USE FLAT 2x (MIN) BLK'G WHEN IT IS REQ'D SHT'G FACE GRAIN PERPEDICULAR TO STUDS

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PANEL EDGES @ C OF BLK'G OR SINGLE 3x

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N.T.S.

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PANEL EDGES @ OR OR DBL 2x (MIN.) OR 3x

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USE FLAT 2x (MIN.) BLKG. WHERE IT IS REQUIRED SHEATHING FACE GRAIN BE PERPENDICULAR TO STUDS

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NAIL BLK'G TO SOLE/SILL PER SHEAR WALL SCHEDULE SILL NAILING REQ'D

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SILL/SOLE PLATE EITHER 3x OR 2x w/ 2x (MIN.) BLOCK BETWEEN STUDS

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PANEL END DBL 2x (MIN.) 4x IS REQUIRED WHERE HD OCCURS

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STRUCTURAL DETAILS

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HEADER SUPPORT

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N.T.S.

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DOUBLE 2x TOP PLATE SPLICE PER

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A34 TOP & AT DOUBLE KINGSTUD

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2x CRIPPLES AT 16" o/c

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ALTERNATE HEADER LOCATION JUSTIFIED TO DBL TOP PLATE

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HEADER PER PLAN

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HH HEADER HANGER EA. END (SEE NOTE BELOW)

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10d AT 12" o/c

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2x TRIMMER TO SILL PLATE

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DOUBLE TRIMMER AT 10" OR GREATER NOMINAL DEPTH HEADER OR AS NOTED ON PLANS

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(2)-A35 CLIPS MAY BE SUBSTITUTED FOR HH4 PROVIDED THEY ARE INSTALLED PER DETAIL 2 OF "SIMPSON" CATALOG

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NOTE: : USE THIS DETAIL AT ALL 6x HEADERS, MANUFACTURED LUMBER AND 4x HEADERS 4x8 OR GREATER.

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ST18 ACROSS RAFTERS TOPS @ 48" o/c

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(E) RIDGE BEAM

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BC CONNECTION

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4x4 KING POST

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BC

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BEAM AT CEILING LINE

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KINGPOST AT RIDGE

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N.T.S.

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12" SHT'G

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N.T.S.

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MULTIPLE MEMBER

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16d EA FACE OR "Φ x 2 " 14"Φ x 2 " x 2 " 12" SDS SCREWS MAY BE SUBSTITUTED FOR 16d.

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58"Φ M.B. w/ 1 "Φ WASHER BOTH SIDES M.B. w/ 1 "Φ WASHER BOTH SIDES 12"Φ WASHER BOTH SIDES WASHER BOTH SIDES OR "Φx4" SDS SCREWS @ 18" o/c 14"Φx4" SDS SCREWS @ 18" o/c x4" SDS SCREWS @ 18" o/c STAGGERED EACH FACE (3 MEMBER ONLY) AS DESIRED.

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NAILED DOUBLED

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BOLTED 3 OR MORE

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PLATE SLICE

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N.T.S.

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NEW TO EXISTING WHERE OCCURS

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ST6224 AT EACH SPLICE U.N.O. ON PLAN

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2x STUDS @ 16" o/c U.N.O. ON PLAN

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(2)-16d LOWER PLATE TO TOP OF STUDS PER CBC TABLE 2304.9.1

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N.T.S.

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TYPICAL ROOF OR FLOOR DIAPHRAGM

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APA

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EXPOSURE 1

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T&G NET WIDTH 47-1/2

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SIZED FOR SPACING

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24oc

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RATED STURD-I-FLOOR

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FLOOR

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NER-QA397 PRP-108

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000

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23/32 INCH

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%%UALL FLOOR SHEATHING SHALL BE T & G

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NAILING SCHEDULE UNO: : - NAILS SHALL BE COMMON OR GALVANIZED BOX NAILS SHALL BE COMMON OR GALVANIZED BOX - USE 10d AT FLOOR USE 10d AT FLOOR - BOUNDARY NAILING - 4" o/c BOUNDARY NAILING - 4" o/c - EDGE NAILING - 10" o/c FLOOR EDGE NAILING - 10" o/c FLOOR - ALL SHEATHING SHALL BEAR ONE OF THE GRADE ALL SHEATHING SHALL BEAR ONE OF THE GRADE STAMPS SHOWN - NAILING SHALL BE INSPECTED PRIOR TO COVERING

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DIAPHRAGM BOUNDARY

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DIAPHRAGM BOUNDARY NAILING (B.N.)

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PANEL EDGE NAILING (P.E.)

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FLOOR JOISTS

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FIELD NAILING 10" o/c AT FLOOR

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4'x8' RATED SHEATHING PANEL

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14"

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STEEL BEAM AT POST

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N.T.S.

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* 2x NAILER w/ "Φ N.S. @ 24" o/c 58"Φ N.S. @ 24" o/c N.S. @ 24" o/c U.N.O. ON PLAN (OMIT WHERE NO WALL OVER)

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FLOOR SHT'G

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FLOOR FRMG. PER PLAN

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STIFFENER PLATE EA. SIDE OF WEB 12" BEAM FLANGE THICKNESS (MIN.)

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STL. BM. PER PLAN

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STEEL COL. PER PLAN

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DBL TOP PLATE w/ ST6224 @ PLATE BREAK

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38" STL. PLATE WELDED TO STL. COL. & BOLTED THRU FLANGE w/ (2)- "Φ M.B.58"Φ M.B. M.B.

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2x NAILER w/ "Φ N.S. @ 24" o/c-E.N. 12"Φ N.S. @ 24" o/c-E.N. N.S. @ 24" o/c-E.N. WHERE OCCURS @ END OF SHEAR WALL

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* NO NAILER IF NO WALL/POST ABOVE SEE PLAN FOR NAILER LOCATIONS

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14"

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NOTE: : DEPUTY INSPECTION OF THREADED RODS IN "SET" EPOXY IS NOT REQUIRED

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STEEL COLUMN AT FOUNDATION

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N.T.S.

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STEEL COLUMN PER PLAN

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ATTACH 2x NAILERS (AS NEEDED) w/ "Φ NELSON STUDS AT 24" o/c12"Φ NELSON STUDS AT 24" o/c NELSON STUDS AT 24" o/c

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8"x8"x " STEEL BASE PLATE 38" STEEL BASE PLATE w/ (4)- "Φ THREADED RODS 58"Φ THREADED RODS THREADED RODS INTO CONCRETE IN "SET" EPOXY. REMOVE EXIST. CONCRETE AS REQ'D TO FLUSH BOLT HEADS.

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EXIST. FT'G PER PLAN

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FLUSH BEAM AT WALL

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N.T.S.

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BEAMS PER PLAN

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TAPER CUT BEAM END AS REQ'D AT ATTIC SPACE CONDITION

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FLOOR TO ROOF FRAMING

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ROOF OR FLOOR SHT'G (NOT REQ'D AT ATTIC SPACE CONDITION)

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BCO BEAM TO PLATE

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DIAPHRAGM SHT'G OR A35 EACH SIDE

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B.N.

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ST6224 ACROSS BEAMS

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BCO BEAM TO PLATE

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DBL TOP PLATE

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A35 EA. SIDE OF POST TO PLATE

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SILL PLATE

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A35 EACH CORNER TO SILL PER 3 OF "SIMPSON" CATALOGUE

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DBL STUD U.N.O. ON PLAN

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SIDE VIEW BEAM TO BEAM CONDITION

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DIAPHRAGM OPENING

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N.T.S.

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OPENING

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HEADER-DOUBLE 2x JOIST OR RAFTER DEPTH U.N.O. ON PLAN

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DBL JOIST OR RAFTER U.N.O. ON PLAN

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SIMPSON HANGER PER PLAN TYP.

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JOIST OR RAFTER

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SHT'G B.N. ALL AROUND OPENING

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Harold

Harold Stamp 2020

Documents

(DVW 2FHDQ %OYG 6XLWH /RQJ %HDFK &$ : G...1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL DRAINAGE CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE