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
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(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.
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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.
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.
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
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BR
AF
F/C
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(PH
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4-30-21
CS-1
CO
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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:
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
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:
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
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:
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
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:
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
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:
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
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:
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
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.
LIVING/DINING 254.76 F.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:
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
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"
LIVING/DINING254.76 F.F.
EAST ELEVATION1/4" = 1'-0"
LIVING/DINING 254.76 F.F.
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:
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
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:
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
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:
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:
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.
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.
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
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
LIVING/DINING254.76 F.F.
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.
LIVING/DINING254.76 F.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:
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
A-2.5
PR
OP
OS
ED
EX
TE
RIO
RE
LE
VA
TIO
NS
PROPOSED SOUTH ELEVATION1/4" = 1'-0"
LIVING/DINING254.76 F.F.
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"
LIVING/DINING254.76 F.F.
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:
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
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.
SOUTH ELEVATION1/4" = 1'-0"
6'-6" HDR
6'-8" HDR
PLATE HT.
EAST ELEVATION1/4" = 1'-0"
7'-7
"
2ND FLOORF.F.
PLATE HT.
6'-6" HDR
NORTH ELEVATION1/4" = 1'-0"
6'-0" HDR5'-7" HDR
7'-7
"
2ND FLOORF.F.
PLATE HT.
1ST FLOOR271.66 F.F.
PLATE HT.
9'-2
"
9'-2
"
WEST ELEVATION1/4" = 1'-0"
1ST FLOOR271.66 F.F.
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:
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
A-3.1
RE
CO
RD
GU
ES
T H
OU
SE
271.66 F.F.
DN
LIVING
1/4" = 1'-0"1ST FLOOR PLAN
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:--
SYMBOL LEGEND:DOOR SYMBOL - SEE DOOR SCHEDULE, SHEET A-11.1
WALL LEGEND:NEW FRAMED WALL CONSTRUCTION
EXISTING WALL TO REMAIN
EXISTING TO BE REMOVED
INTERIOR REMODEL AREA
--
-- WINDOW SYMBOL - SEE WINDOW SCHEDULE, SHEET A-11.1
9'-2
"
1ST FLOOR271.66 F.F.
7'-7
"
2ND FLOORF.F.
PLATE HT.
SOUTH ELEVATION1/4" = 1'-0"
6'-6" HDR
6'-8" HDR
PLATE HT.
1
3
6
2
5
4
12
13
EAST ELEVATION1/4" = 1'-0"
7'-7
"
2ND FLOORF.F.
PLATE HT.
6'-6" HDR
3
5
4
8
10
NORTH ELEVATION1/4" = 1'-0"
5'-7" HDR
7'-7
"
2ND FLOORF.F.
PLATE HT.
1ST FLOOR271.66 F.F.
PLATE HT.
9'-2
"
3
6
5
7
9
10
9'-2
"
WEST ELEVATION1/4" = 1'-0"
1ST FLOOR271.66 F.F.
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:
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
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
1/4" = 1'-0"1ST FLOOR PLAN
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
EAST ELEVATION1/4" = 1'-0"
FIN. FLR.
PLATE HT.
FIN. FLR.
PLATE HT.
6'-6
"11
"6'
-5"
260.93 F.F.
NORTH ELEVATION1/4" = 1'-0"
FIN. FLR.
PLATE HT.
FIN. FLR.
PLATE HT.
6'-6
"11
"6'
-5"
260.93 F.F.
SOUTH ELEVATION1/4" = 1'-0"
FIN. FLR.
PLATE HT.
FIN. FLR.
PLATE HT.
6'-6
"11
"6'
-5"
260.93 F.F.
WEST ELEVATION1/4" = 1'-0"
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:
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
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.
WEST ELEVATION1/4" = 1'-0"
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.
EAST ELEVATION1/4" = 1'-0"
8'-6
1 2"
SOUTH ELEVATION1/4" = 1'-0"
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:
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
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
WEST ELEVATION1/4" = 1'-0"
7'-0
"
GARAGE± 285.63 F.S.
PLATE HTF.F.
NORTH ELEVATION1/4" = 1'-0"
7'-0
"
GARAGE± 285.63 F.S.
PLATE HTF.F.
EAST ELEVATION1/4" = 1'-0"
7'-0
"
GARAGE± 285.63 F.S.
PLATE HTF.F.
SOUTH ELEVATION1/4" = 1'-0"
7'-0
"
GARAGE± 285.63 F.S.
PLATE HTF.F.
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
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"
3'-0" 4'-5" DOUBLE HUNG
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
2'-4" 3'-9" DOUBLE HUNG
2'-4" 3'-9" 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
3'-0" 4'-0" DOUBLE HUNG
3'-6" 4'-0" DOUBLE HUNG
3'-6" 4'-0" DOUBLE HUNG
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
NEW - REPLACE WITH ORIGINAL STYLE CASEMENT
NEW - REPLACE WITH ORIGINAL STYLE CASEMENT
EXISTING - RESTORE
NEW - REPLACE WITH ORIGINAL STYLE CASEMENT
NEW - REPLACE WITH ORIGINAL STYLE CASEMENT, RAISE LOCATION
NEW - REPLACE WITH ORIGINAL STYLE CASEMENT
EXISTING - RESTORE 1'-11"
1'-11" 1'-11"
1'-11"
NEW - REPLACE IN KIND
EXISTING - RESTORE
EXISTING - RESTORE
EXISTING - RESTORE
EXISTING - RESTORE
NEW - REPLACE IN KIND
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"
2'-5" 2'-6" CASEMENT
2'-5" 2'-6" CASEMENT
2'-5" 2'-6" CASEMENT
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
NEW - REPLACE WITH ORIGINAL STYLE CASEMENT
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 - REPLACE IN KIND
NEW - REPLACE IN KIND
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:
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
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:
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
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:
GUEST HOUSE:1ST FLOOR2ND FLOOR
TOTAL
CHART HOUSE:1ST FLOOR2ND FLOOR
TOTAL
GARAGE 1
GARAGE 2 (ORIGINAL GARAGE)
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*
*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
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
INFILL FLOOR AREA(STAIR REMOVAL)
1ST FLOOR
PROJECT DATADESCRIPTION PROPOSED TOTAL
TOTAL
EXISTING
2ND FLOOR
REMODELMAIN HOUSE:
GUEST HOUSE:1ST FLOOR2ND FLOOR
TOTAL
CHART HOUSE:1ST FLOOR2ND FLOOR
TOTAL
GARAGE 1
GARAGE 2 (ORIGINAL GARAGE)
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*
*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
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
INFILL FLOOR AREA(STAIR REMOVAL)
1ST FLOOR
PROJECT DATADESCRIPTION PROPOSED TOTAL
TOTAL
EXISTING
2ND FLOOR
REMODELMAIN HOUSE:
GUEST HOUSE:1ST FLOOR2ND FLOOR
TOTAL
CHART HOUSE:1ST FLOOR2ND FLOOR
TOTAL
GARAGE 1
GARAGE 2 (ORIGINAL GARAGE)
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*
*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
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
INFILL FLOOR AREA(STAIR REMOVAL)
1ST FLOOR
PROJECT DATADESCRIPTION PROPOSED TOTAL
TOTAL
EXISTING
2ND FLOOR
REMODELMAIN HOUSE:
GUEST HOUSE:1ST FLOOR2ND FLOOR
TOTAL
CHART HOUSE:1ST FLOOR2ND FLOOR
TOTAL
GARAGE 1
GARAGE 2 (ORIGINAL GARAGE)
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*
*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
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
PROJECT DATADESCRIPTION PROPOSED TOTAL
TOTAL
EXISTING
2ND FLOOR
REMODELMAIN HOUSE:
GUEST HOUSE:1ST FLOOR2ND FLOOR
TOTAL
CHART HOUSE:1ST FLOOR2ND FLOOR
TOTAL
GARAGE 1
GARAGE 2 (ORIGINAL GARAGE)
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*
*EXISTING HABITABLE SPACE TO BE CONVERTED TO CELLAR ACCESS
LEGEND:
DECK AREA
HABITABLE AREA
GARAGE AREA
STORAGE AREA
CELLAR AREA
INFILL FLOOR AREA(STAIR REMOVAL)
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
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
INFILL FLOOR AREA(STAIR REMOVAL)
1ST FLOOR
PROJECT DATADESCRIPTION PROPOSED TOTAL
TOTAL
EXISTING
2ND FLOOR
REMODELMAIN HOUSE:
GUEST HOUSE:1ST FLOOR2ND FLOOR
TOTAL
CHART HOUSE:1ST FLOOR2ND FLOOR
TOTAL
GARAGE 1
GARAGE 2 (ORIGINAL GARAGE)
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*
*EXISTING HABITABLE SPACE TO BE CONVERTED TO CELLAR ACCESS
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:
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
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
PROJECT DATADESCRIPTION PROPOSED TOTAL
TOTAL
EXISTING
2ND FLOOR
REMODELMAIN HOUSE:
GUEST HOUSE:1ST FLOOR2ND FLOOR
TOTAL
CHART HOUSE:1ST FLOOR2ND FLOOR
TOTAL
GARAGE 1
GARAGE 2 (ORIGINAL GARAGE)
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
TOTAL REMODEL AREA 865.58 SF
*
*EXISTING HABITABLE SPACE TO BE CONVERTED TO CELLAR ACCESS
LEGEND:
DECK AREA
HABITABLE AREA
GARAGE AREA
STORAGE AREA
CELLAR AREA
INFILL FLOOR AREA(STAIR REMOVAL)
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
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
INFILL FLOOR AREA(STAIR REMOVAL)
1ST FLOOR
PROJECT DATADESCRIPTION PROPOSED TOTAL
TOTAL
EXISTING
2ND FLOOR
REMODELMAIN HOUSE:
GUEST HOUSE:1ST FLOOR2ND FLOOR
TOTAL
CHART HOUSE:1ST FLOOR2ND FLOOR
TOTAL
GARAGE 1
GARAGE 2 (ORIGINAL GARAGE)
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*
*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
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:
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.
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
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:
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
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
EXISTING AREA TO BEDEMO'D, REMOVED AND/OR
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:
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
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
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
INTERIOR WALLS(FIRST FLOOR)
INTERIOR WALLS(SECOND FLOOR)
SUBTOTAL
SUBTOTALGRAND TOTAL
NEW AREA (LINEAR FEET)
12.582.75
15.33
NEW AREA (LINEAR FEET)
2.922.922.75
8.5923.92
INTERIOR WALLS(FIRST FLOOR)
SUBTOTALGRAND TOTAL
INTERIOR WALLS(SECOND FLOOR)
SUBTOTAL
INT NEW WALL CALCULATIONS:ROOF PLAN
1/4" = 1'-0" 1/4" = 1'-0"2ND FLOOR PLAN
1/4" = 1'-0"1ST FLOOR PLAN
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
GU
ES
T H
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SE
DE
MO
AR
EA
CA
LC
UL
AT
ION
S
ZAC-13
EXISTING AREA OFROOF FRAMING SYSTEM
EXISTING AREA TO BEDEMO'D, REMOVED AND/OR
RECONSTRUCTED
ROOF FRAMING SYSTEM
EXISTING AREA TO BEDEMO'D, REMOVED AND/OR
RECONSTRUCTED /% OF TOTAL EXISTING AREA
EXISTING AREA
462.99 SF 0.00 SF / 0% < 50%
AREA CALCULATIONS:
ROOF PLAN LEGEND:
EXISTING AREA OFROOF FRAMING SYSTEM ANDSTRUCTURAL FLOOR SYSTEM
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.
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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%%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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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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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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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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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
Harold Stamp 2020
Φ
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S-5
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1
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S-5
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2
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EX. CONC. FTG. TO REMAIN
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EX. CONC. FTG. TO REMAIN
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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)
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.
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.
FOOTING SCHEDULE: : - CF-1: 12" WIDE x 24" DEEP w/ (2)-#4 AT BOTTOMCF-1: 12" WIDE x 24" DEEP w/ (2)-#4 AT BOTTOM: 12" WIDE x 24" DEEP w/ (2)-#4 AT BOTTOM
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.
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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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
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
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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N.T.S.
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9
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N.T.S.
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3
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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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58"
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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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3
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NTS
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NTS
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--
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5
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10
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S-6
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16
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16d OR LAGES PER SCHEDULE
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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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2
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RETAINING WALL AT CELLAR ENTRY
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N.T.S.
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1
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2" SAND UNDERLAYMENT
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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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N.T.S.
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4
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POST EXTENSION
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N.T.S.
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11
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MARK
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"A"
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"B"
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4"
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2"
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N.T.S.
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6
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OR
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5
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--
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10
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--
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SHEAR WALLS 3
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3
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5
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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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L
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SILL BLOCKING
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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
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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12
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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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15
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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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16
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PLATE SLICE
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N.T.S.
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12
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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.)