Email 2 (Part 1 of 2): Comments for 2/29 Public Hearing 6:30 pm Sharon C. Ingram <[email protected]>
Thu 2/29/2024 12:56 PM
To:Fairfax Town Council <[email protected]>;Christine Foster <[email protected]> Cc:Richard M. Harris <[email protected]>;Aaron P. Silberman <[email protected]>;Dawn R. Lorenzen <[email protected]> 1 attachments (12 MB)
Exhibit 1 (part 1).pdf;
Please find attached Exhibit 1 (part 1 of 2) to Jacob Friedman’s complaint.
Please confirm receipt.
Thank you,
Sharon
Sharon C. Ingram
Assistant
Aaron M. Scolari | Dean D. Paik | Richard M. Harris
ROGERS JOSEPH O'DONNELL | a Professional Law Corporation 311 California Street, 10th fl | San Francisco, CA 94104 415.956.2828 main | 415.365.5327 direct | 415.956.6457 fax [email protected] |www.rjo.com
Notice to recipient: This email is meant for only the intended recipient(s) of the transmission and may be privileged by law. If you receive this email in error, please notify us immediately. Do not print, copy, or disseminate it. Please delete the email from your system. Thank you.
Email 2 (Part 2 of 2): Comments for 2/29 Public Hearing 6:30 pm Sharon C. Ingram <[email protected]>
Thu 2/29/2024 12:57 PM
To:Fairfax Town Council <[email protected]>;Christine Foster <[email protected]> Cc:Richard M. Harris <[email protected]>;Aaron P. Silberman <[email protected]>;Dawn R. Lorenzen <[email protected]> 1 attachments (17 MB)
Exhibit 1 (part 2).pdf;
Please find attached Exhibit 1 (part 2 of 2) to Jacob Friedman’s complaint.
Please confirm receipt.
Thank you,
Sharon
Sharon C. Ingram
Assistant
Aaron M. Scolari | Dean D. Paik | Richard M. Harris
ROGERS JOSEPH O'DONNELL | a Professional Law Corporation 311 California Street, 10th fl | San Francisco, CA 94104 415.956.2828 main | 415.365.5327 direct | 415.956.6457 fax [email protected] |www.rjo.com
Notice to recipient: This email is meant for only the intended recipient(s) of the transmission and may be privileged by law. If you receive this email in error, please notify us immediately. Do not print, copy, or disseminate it. Please delete the email from your system. Thank you.
EXHIBIT 1
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 1 of 36 A1
1 NORTH
NORTH
A1
3 D:\Friedman 79 Wood Lane Fairfax\CAD\A1 - Site Plan.dwg, 6/23/2022 9:13:23 AM REVIEWED FOR CODE COMPLIANCE BY COASTLAND CIVIL ENGINEERING, INC. IN ACCORDANCE WITH CBC §107.3.1 AS AMENDED BY THE LOCAL AGENCY.
S3.2 WEYERHAEUSER TYP. DETAILS S3.3 WEYERHAEUSER TYP. DETAILS S3.4 STRUCTURAL DETAILS Digitally signed by Betty Li Date: 2022.07.22 13:32:40 -07'00' Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 2 of 36 X
X
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GAS GAS GAS GAS GAS
W
NORTH
A1.1
1 REVIEWED FOR CODE COMPLIANCE BY COASTLAND CIVIL ENGINEERING, INC. IN ACCORDANCE WITH CBC §107.3.1 AS AMENDED BY THE LOCAL AGENCY.
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 3 of 36
LANDSCAPE PLAN KEY NOTES
0 (N) 24" SQ. CONG. PAYERS, SPACING AS NOTED ON PLAN. 0 (N) CONG. CURB CUT AND RAMP PER CIVIL DRAWINGS. 0 (N) DECOMPOSED GRANITE DRIVEWAY PER CIVIL DRAWINGS. 0 (N) PEBBLE GROUND COVER, SHOWN HATCHED. -v-0--t
PLANT SCHEDULE
FIRE
BOTANICAL / COMMON NAME QTY. SIZE RESISTANT
0 PHYLA NODIFLORA/ = .,OOW ROLLS/ ROLLS/ GROUND KARUPIA PLUGS PLUGS COVER
PLANT TYPE REMARKS
GROUND HEIGHT 1" COVER
OLEA EUROPAEA 't.t/1.JESTIC BEAUTY'/ 3 EXIST (EXIST) YES TREE HEIGHT 12-25', M/1.JESTIC BEAUTY FRUITLESS OLIVE WIDTH 1? .OS' C COLEONEMA PULCHELLUM/ 19 1 GAL. YES SHRUB HEIGHT 3', PINK BREATH OF HEAVEN WIDTH 3' H HEMEROCALLIS HYBRIDS/ 22 1 GAL. YES PERENNIAL HEIGHT 3', DAYLILY HYBRIDS WIDTH 3' A ARBUTUS 'MARINA'/ 5 15 GAL. YES TREE HEIGHT 12-25', MARINA STRAWBERRY TREE WIDTH 12-25' T TRACHELOSPERMUt.t JASMINOIDES/ 4 5 GAL. YES VINE HEIGHT 12-25', STAR JASMINE WIDTH 3-6' NOTE: SHRUBS SHALL BE SPACED SO THAT NO CONTINUITY EXISTS BETWEEN THE GROUND FUELS AND TREE CROWNS, SUCH THAT A GROUND FIRE WILL NOT EXTEND INTO THE TREE CANOPY.
NOTE: TREES SHALL BE PLANTED SUCH THAT WHEN MATURE, THEIR CROWNS WILL BE SEPARATED BY AT LEAST 10 FEET. ADD AN ADDITIONAL FIVE FEET FOR EVERY TEN PERCENT (10%) INCREASE IN SLOPE. EXISTING TREES MAY BE REQUIRED TO BE THINNED AND/OR REMOVED DEPENDING ON THEIR CONFIGURATION AND DISTANCE FROM THE STRUCTURE(S).
NOTE: SEPARATE INDIVIDUAL SHRUB CROWNS BY AT LEAST TWO TIMES THE HEIGHT, OR CLUMP SHRUBS INTO ISLANDS OF NO GREATER THAN 18 FEET DIAMETER. SEPARATE THE ISLANDS BY A DISTANCE OF NO LESS THAN TWO TIMES THE CANOPY HEIGHT.
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RETAINING WALL
LANDSCAPING
VEGETATION MANAGEMENT PLAN
EXISTING CONDITIONS 0-5' ZONE
The front portion of the lot is fairly fiat with a slope less lhan 10%. A 9" diameter oak tree is located at the southwest comer of the property and will need to be removed to accommodate new driveway. There are newly planted olive trees located near the existing fence along the front property line.
EXISTING CONDITIONS 5-30' ZONE
The existing conditions within this portion of the site consist of hardscape sidewalks, patios, and natural grasses. This portion of the lot is fairly flat with a slope less than 10%.
EXISTING CONDITIONS 30-100' ZONE
The existing conditions within this porlion of the site consist of hardscape sidewalks, patios, and natural grasses. An existing cottage will be removed and replaced with a new garage/ accessory dwelling unit. This portion of the lot is fairly flat with a slope less than 10%.
PROPOSED MANAGEMENT Zone O (0-5' from structures)
A New ornamental landscaping to be installed within front yard of new residence.
Planted areas will be weeded and dead leaves removed.
B. Any existing trees to remain will be limbed up to 10' and dead wood removed.
C. Use only inorganic, non-combustible mulch such as stone or gravel. Composted mulch and large bark/ chips (greater than ½" diameter may be acceptable.
D. Clean all fallen leaves and needles regularly. Repeat more often during fire season.
E. Do not store firewood, lumber, or combustible materials within this zone.
Especially under decks or building overhangs. Stored combustibles should be moved inside, or at least 30'-0" away from structures.
F. Use only inorganic, non-combustible mulch such as stone or gravel. Composted mulch and large bark/ chips (greater than ½' diameter may be acceptable.) G. No combustible outdoor furniture should be placed in this zone. Replace with metal or non-combustible types.
H. No jute or fiber door mats should be placed in this zone. Replace with heavy rubber or metal grates.
I. No combustible materials including garbage and recycling containers, lumber, trash, and patio accessories should be placed in this zone. (E) STRUCTURE
PROPOSED MANAGEMENT Zone 1 {5-30' from structures)
A. Remove all dead plants, grass, and weeds (vegetation).
B. Remove dead or dry leaves and needles from your yard, roof and rain gutters.
Repeat more often during fire season.
C. Trim trees regularly to keep branches a minimum of 10' from other trees.
D. Remove branches that hang over roofs and keep dead branches 1 0' away from chimneys.
E. Remove vegetation and items that could catch fire from around and under decks.
F. Remove fire-prone plants and replace with only fire-resistant varieties. Irrigate regularly.
G. Remove limbs to a height of 10' above the ground (or 1/3 the height of the tree) to provide clearance and to eliminate a "fire ladder."
H. Use only inorganic, non-combustible mulch such as stone or gravel. Composted mulch and large bark/ chips {greater than ½" diameter may be acceptable.) PROPOSED MANAGEMENT Zone 2 {30'-100' from structures)
A. Cut or mow annual grass down to a maximum height of 4 inches.
B. Create horizontal spacing between shrubs, trees and vertical spacing between grass, shrubs, and trees.
C. Remove fallen leaves, needles, twigs, bark, cones, and small branches.
However, these may be permitted to a depth of 3 inches if erosion control is an issue.
PROPOSED MANAGEMENT ACCESS ZONE {Zone 3)
{10' FROM ROADWAYS AND DRIVEWAYS}
A. Trim and maintain vegetation within 10 feet of roadways as for defensible space.
Trim trees so they do not hang lower than 15 feet above the roadway.
B. Plantings shall be fire resistant and shall not extend within 14' -0" vertical.
C. All landscaping shall meet the requirements for Zone 2 as stated above. [END OF REPORT]
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(E) RESIDENCE
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Job #
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Prototype
DIVINE
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D:\Friedman 79 Wood Lane Fairfax\CAD\A1.2A Conditions of Approval.dwg, 4/7/2022 3:44:53 PM REVIEWED FOR CODE COMPLIANCE BY COASTLAND CIVIL ENGINEERING, INC. IN ACCORDANCE WITH CBC §107.3.1 AS AMENDED BY THE LOCAL AGENCY.
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 4 of 36 D:\Friedman 79 Wood Lane Fairfax\CAD\A1.2A Conditions of Approval.dwg, 4/7/2022 3:44:44 PM REVIEWED FOR CODE COMPLIANCE BY COASTLAND CIVIL ENGINEERING, INC. IN ACCORDANCE WITH CBC §107.3.1 AS AMENDED BY THE LOCAL AGENCY.
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 5 of 36 D:\Friedman 79 Wood Lane Fairfax\CAD\RECORD OF SURVEY_1.dwg, 4/7/2022 3:44:40 PM FOR REFERENCE ONLY Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 6 of 36 el
COUNTY SURI/EYOR's NOTE
PURSUANT TO CALIFORNIA BUSINESS AND PROFESSIONS COD£,
S£Cl70N 8768, IT IS THE OPINION OF 77-1£ COUNTY SURI/EYOR THAT OTHER sumet£NT EVIDENCE MAY EXIST THAT, IF RECOVERED AND CONSIDERED IN OETERM!NINC THE LOCATION OF THE SUBJECT
PROPER TY'S SO/JTHEASTERL Y LINES AND POINTS, COULD RESULT IN MATERIALLY AL TERNA TE POSITIONS THEREOF.
SURVEYOR's RESPONSE TO NOTE
THE COUNTY SURVEYOR HAS COMMENTED 77-IA T ADDITIONAL FIELD WORK CO/JLD HAVE BEEN PERFORMED AT TH£ SOUTHEASTERLY LIN£ OF THE SUBJECT PARCEL WHERE R4 {1970) S/iOWED FO/JND OR SET WOODEN HUBS. R3 (2016, 46 YEARS LATER) S/iOWS THAT TH£
RRST 4 HUBS FROM TH£ NORTHEAST AS SHOWN ON R4 WERE
SEARCHED FOR ANO NOT FOUND. I BELIEVE IT IS EXTREMELY LIKELY 77-IAT THE WOODEN HUB SHOWN ON 77-IE CO/JRSE SO/Jll-1 357/'0o" WEST, 39.10 FEET FROM TH£ MOST SOUTHERLY CORNER OF 77-IE
SUBJECT PARCEL ALSO DOES NOT EXIST ANO WAS NOT SEARCHED FOR. RJRTHERMORE, I BELIEVE THAT THIS SURVEY SUBSTANTIALLY RETRACES 77-IE DIMENSIONS FROM TH£ OR!G!NAL 1916 SUBDIVISION MAP {Rf) THAT CREATED THE SUBJECT PARCEL ANO IS VALID ANO ACCURATE AS SHOWN.
FAIRFAX
cASCADf,
,ti, J; ~-POR~OIJSAV.
~~-SITE
VICINITY XAP
NO SCAJ£
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SUR 1/EYOR's STA TEMENT
THIS MAP CORREC7L Y REPRESENTS A SURVEY MAD£ BY ME
OR UNDER MY DIRECTION IN CONFORMANCE Will-I 77-IE
REQUIREMENTS OF THE PROFESSIONAL LANO SUR'IEYORS' ACT
AT TH."i,,jil¥'EST OF CAITlfN EVANS IN NOi/EMBER 2017.
COUNTY SUR'IEYOR's STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE W/77-1
SECTION 8766 OF THE PROFESSIONAL LANO SURVEYORS' ACT.
THIS 77!/ DAY OF ,)KP~ 2018.
- } . kl,( ) .. I
TRACY W. PARK, PLS 8176, COUNTY SURvf:YOR
6Y DEPUTY
RECORDER'S STATEMENT
RL£D 77-1/S lo/ DAY OF-s~ 2018 AT
1°:R> A/1\ IN BOOK "Zo(B' OF MAPS AT PAGE fE:°t;
AT THE REQUEST OF /LS ASSOC'A TES, INC. AND MARIN COUNTY COUNTY DEPT. OF PUBLIC J+l'JRK.S:
SERIAL N0.2ftt9' ,()t)3"2>G"33 SIGNED: G2,_\~&, /y. Sx.r-s-w--
COUNTY RECORDER
SIGNED:
DEPUTY
RECORD OF SURVEY
of the Lands of Stephanie Evans &
Patrick Higgins D.N. 2012-006114
Town of Fairfax
County of Marin California
BS ASSOCIATFS, INC.® • CIVIL ENGINEERING AND LAND SURVliYING 79 GALLI DRIVE, STE. A, NOVATO, CA 94949-5717 (415)883-9200 a<[email protected] AP.N. 002-062-0J JOB NO. 8868 SEPTEMBER 2018 SHEET 1 OF 2 D:\Friedman 79 Wood Lane Fairfax\CAD\RECORD OF SURVEY_1.dwg, 4/7/2022 3:45:01 PM FOR REFERENCE ONLY Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 7 of 36 \
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GRAPHIC SCALE
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NOTES
1. ALL DISTANCES ARE IN FEET ANO DECIMALS THEREOF.
2. ALL REFERENCES ARE FROM MARIN COUNTY RECORDS EXCEPT THE W. G. VOORHIES SURVEY REFERENCED HEREON WHICH IS AVAILABLE THROUGH THE OGLESBY COLLECTlON, MARIN COIJNTY FREE UBRARY.
3. RECORD BEARINGS AND DISTANCES ARE EQUAL TO MEASURED
UNLESS OTHERWISE NOTED.
4. THIS SUR'IEY WAS COMMISIONED BY OIJR CLIENT AND OWNER AT THE TlME NOTED IN TlTLE BLOCK. 7HE PROPERTY HAS SINCE BEEN ACQUIRED BY BURGESS HOLDINGS LLC PER ON 2018- 015572.
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30 to 120 240
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( IN FEET )
1 inch = 60 !t.
REFERENCES
(}) MAP NO. 3 DEER PARK / 4 RM 96
(lJ W.G. VOORHIES LLS 2135 SUR'IEY NO. 3437 ENT17LEO
"SURl-£Y OF LOT 138-MAP NO. 3-0EER PARK" JAN. 1951
(J) RECORD OF SUR'IEY / 2016 RS 111
@ RECORD OF SURVEY/ 9 OS 73
@ RECORD OF SUR'IEY / 30 OS 44
@ RECORD OF SUR'IEY / 6 OS 37
(l) RECORD OF SUR'IEY / 30 OS 33
@ EVANS/HIGGINS DEED / ON 2012-006114
@ MALHOTRA DEED/ ON 2001-027796
@ FORD DEED / ON 2009-056951
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(51,2~<]>1 J 8!5.51.
, \ 51.22 • • t7!5.,ff;
364-A
LANDS of SIERRA ENTERPRISES INC.
2460 OR 381!1
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BASIS OF BEARINGS
S65"57'!6"W BETWEEN A FOIJNO CUT •x• IN CONCRETE Slf)£WALK ANO A FOUND 1 • IRON BAR A MEASURED DISTANCE APART OF
650.61 FEET. BEARING IS AS SHOWN ON !HAT CERTAIN RECORD OF SURVEY FlLED FOR RECORD IN BOOK 2016 OF SlJRVEYS AT PACE 111(j)ANO IS SAME AS CALCULATED FROM MAP NO. 3/1)££R PARK FILED FOR RECORD INBOOK 4 OF RECORD MAPS AT PAGE 96(]). \
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--- - -------------
(239.20'@)
N0170t/4"£ 116,6$'@
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FOUND CUT CROSS IN CONCRETE WALK
BOUNDARY LINE-SUBJECT PROPERTY
BOUNDARY LINE-ADJOINERS
OLD LOT LINE
SURVEY Tl£ LINE
RECORD DA TA DIFFERS FROM MEASURED
PER REFERENCE AS SHOWN
DA TA PER REFERENCE AS SHOWN
(C) CALCULA TEO DA TA
(M) MEASURED DA TA
YC YEUOW CAP
FND FOUND
IP IRON PIPE
M MAC NAil
BW BRASS WASHER
CC CALCULATED CORNER
ON DOCUMENT NUMBER
APN ASSESSOR's PARCEL NUMBER
MON. MONUMENT
N NAIL
CONG. CONCRETE
/JO UNKNOWN ORIGIN
SFNF SEARCHED FOR, NOT FOUND
P.O.C. POINT OF COMMENCEMENT
JJETAIL B
NOSCAi.£
FAIRFAX
VICINITY .MAP
NO SCALE
RECORD OF SURVEY
of the Lands of Stephanie Evans &
Patrick Higgins D.N. 2012-006114
Town of Fairfax
County of Marin California
•
ll.S ASSOCIATES, INC.@
CIVIL ENGINEERING AND LAND SURVEYING
79 GALLI DRIVE, STE. A, NOVATO, CA 94949-5717 (415)883-9200 admlncmscels.oom A.P.N. 002-062-03 JOB NO. 8868 SEPTEMBER 2018 SHEET 2 OF 2
ALSO SEE ARCHITECTURAL SITE PLAN
DRAWING 1/A1 FOR RETAINING WALLDRAINAGE SWALE.
06-23-2022
FOR REFERENCE ONLY
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 8 of 36 I
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20 r---:-:--;;:-~l ( lN FEET )
1 ·clD h ~ lO ft.
AREA OF DISTURBANCE
6.070 S.F.
EARTHWORK
DESCRIPTION CUT FILL
..
SITE WORK 5 C. Y. 20 C. Y.
O C. Y. 35 C. Y. DR/1-fWAY EXCAVATION
HOUSE MAT
TYPE O C.Y. 50 C. Y.
FOUNDATION
ADU 60 C.Y. 0 C. Y.
BASEMENT 65 C.Y. O C.Y.
GARAGE 0 C. Y. 20C. Y.
130 C. Y. 125 C.Y.
TOTALS _ S.'HALL BE DISPOSED MAftRIAL NY OFFHAUL POSAL SITE. OF A A T A LEGAL DIS. ~L NOTES ADDITIONAL INFORMATION.
I. ~'mumuR,c 70N me PLA :':':W:":,mmw ,NFCRM'"::'A~S SCAPE Pc FOR ADDITIONAL INFORMATION.
2. SEE TREE p::::NAGEMENT PLAN AN: :;:HNICAL. WHICH SHALL BE .J. SEE VEGETA ORT BY HERZOG • 'HN!CAL REP PLANS.
4. S££ GE°r!ff A PART OF THESE SCHEMATICALLY. CONS/DE, TIES ARE SHOWN 5. PROPOSED UT/LI 01/RE FENCE
'ERV!OUS AR. ~A QUANTmES
/MPJ . 1622 S.F.
PROPOSED RES~~:5~ou.'. 567 s:;RAIN TO SPLASHBLOCKS
PROPOSE°ufs~:ND ROOF SHA~~PINC AREAS OOWNSPO TING I AND LANDS.,, (SELF TREA 1/ 947JOR8.dwg
• 002-062- 03 A P.N.. .11.11#
FIEL • D BOOK NO.: tfm
LEGEND
8 F/0
-eA.C.
x-
+ 100.00
FG HT
TW
FGW
FFE
TBR
- - SUBJT
NOTES
VICINITY MAP
-NTSRANDOM CONTR t FOR SURVEY
EXISTING JOINT POLE
ASPHALT CONCRETE
EXISTING WATER METER DRAINAGE INLET EXISTING TREE EXISTING CONTOURS
PROPERTY LINE
EX/S/7NG EDGE OF PAVEMENT
WIRE FENCE
WOOD FENCE ,uMENT SYSTEM
:4MIC CA TCn, T PROPOSED D7Jc£ OR £OU/VALEN GEOBRUGG FE,
TEMPORARY FIBER ROLL
FINISHED GRA DE CONTOUR
EXIS 1· - S.POT ELEVATION
FINISHED GRADE
HEl&'HT OF WALL
TOP OF WALL
FINISHED GRA DE AT WALL FIN!SHu '•D FLOOR ELEVATION
TO BE REMOl-fD
PROPOSED RETAINING WALL PROPOSED WALL SUBDRAIN
PROPOSED JOINT TRENCH
I VERTICAL DA TUM IS ASSUMED. UPON FIELD SURVEY AND RECORD • IS BASED
2. HORIZONTAL ;t/:!ts 111 & 6 4 RM 9 .
DATA PER ' 5'
ONTOUR INTERVAL IS 2 & • RD ON SUBJECT PARCEL.
3. C 'ENTS OF RECO 4. THERc '• ARE NO EASEM
"'PW< '""' EV I COMMENTS EW
ILS ASSOCIA'. AND ~URYEYING
• IL ENGINEERING AND L O FAX (415)883-2763 CIY (415)883- 920 9 5717 E -SUI TE A NOVATO, CA 9494 - DRAWNJ,M /AJS /'
79 GALLI DRIV •
FRJEJJMAN
79 WOOD LANr
FAIRFAX CALIFORNIA
SITE PLAN
DATE:
11-10-2021
JOB NO.
9473
SHE£T NO.
1 OF J
FOR REFERENCE ONLY
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 9 of 36 <:,
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EROSION AND SEDIMENT CONTROL NOTES:
1. TEMPORARY INLET PROTECTION OF EXISTING DRAINAG'E INLETS, CONSTRUCTION LIMITS FENCING AND
TREE PROTECTION MEASURES WHERE SHOWN ON THE PLANS SHALL BE INSTALLED PRIOR TO START OF
CONSTRUCTION
2. OTHER TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AND BEST MANAGEMENT PRACTICES
SHALL BE INSTALLED/IMPLEMENTED AS SHOWN ON THE PLANS AND PRIOR TO SOIL DISTURBANCE ON ANY AFFECTED AREA OF THE SITE.
J. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES MAY INCLUDE SURFACING, PAVING,
LANDSCAPING, SEEDING AND MULCHING, WOOD CHIPS AND ROCK SLOPE PROTECTION AS SHOWN ON THE PLANS.
4. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MAY BE REMOVED FOLLOWING
IMPLEMENTATION OF PERMANENT EROSION AND SEDIMENT CONTROL MEASVRES
5. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, CONSTRUCTION LIMIT FENCING AND TREE
PROTECTION MEASURES SHALL BE REMOVED BY COMPLETION OF CONSTRUCTION AND INSTALLATION
AND/OR ESTABLISHMENT OF PERMANENT EROSION AND SEOIMENT CONTROL MEASURES
6. WHERE A STORM WATER POLLUTION PREVEN7/0N PLAN (SWPPP) HAS BEEN PREPARED, ALL PROVISIONS OF THAT PLAN SHALL BE IMPLEMENTED.
7. THE LOCATION OF ALL EROSION AND SEDIMENT CONTROL FEATURES SHOWN ON THE PLANS ARE APPROX/MA TE ONLY. ACTUAL LOCATIONS ARE TO BE DETERMINED IN THE FIELD BY THE ENGINEER.
8. DURING THE COURSE OF CONSTRUCTION, THE SITE SHALL BE INSPECTED BY THE CONTRACTOR AS NECESSARY DURING THE WINTER MONTHS AND AFTER EACH MAJOR RAINFALL. AFTER EACH MAJOR RAINFALL ANY ACCUMULATED SILT SHALL BE REMOVED WHERE NECESSARY ANO ANY DAMAGED EROSION AND SEDIMENT CONTROL FEATURES SHALL BE REPAIRED.
9. STOCKPILES OF SOIL, SANO OR OTHER ERODABLE MATERIAL SHALL BE COVERED WITH WEIGHTED-DOWN TARPS OR PLASTIC SHEETING AND ENCLOSED IN A /?OW OF FIBER ROLLS WHENEVER RAIN IS OCCUR/NG OR PREDICTED.
10. WHERE DEEMED NECESSARY BY THE ENGINEER IN THE FIELD OTHER EROSION ANO SEDIMENT CONTROL MEASURES MAY BE REQUIRED.
11. EROSION ANO SEDIMENT CONTROL FF.A TURES MAY BE TEMPORARILY REMOVED TO GAIN ACCESS TO CONSTRUCTION Aft'EAS THEY SHALL, HOWEVER, BE REPLACED AT THE £ND OF EACH WORKING DAY WHEN RAIN IS OCCURRING OR PREDICTED ANO AT THE END OF THE WORK DAY EACH FRIDAY.
12. ALL GRADED OR OTHERWISE DISTURBED AREAS SHALL BE EITHER HYDRO- SEEDED OR SEEDED AND MULCHED FOLLOWING COMPLETION OF GRADING BUT, IN ANY EVENT, PRIOR TO OCTOBER 15.
DEPENDING ON THE STATUS OF THE WORK ON OCTOBER 15, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED. FOR AREAS TO BE HYDRO-SEEDED OR SEEDED AND MULCHED,
USE SEED MIX SPECIFIED IN THE STANDARD SPECIF/CATIONS
FOOTING (TYP.) TIE BACK
WIRE MESH BARRIER ELEVATION
SCHEMA TIC CA TCHAENT FENCE DETAH..
NOT TO SCALE
EXIST. GROUND
<'\:::='-...j/ TIE BACK
CONCRETE
FOOTING (TYP.)
FENCE POST
WIRE MESH BARRIER
SECTION
2" - 4" KEYWA Y
TRENCH
_ _ /
I
I
I
I
I I
I
I
I
8"-10" FIBER ROLL
{STRAW WATTLE)
OVERLAP SPLICES 2'
------------
........
-~ /" X J" X 24" STAKE
6'0C. MIN
TEMPORARY FIBER ROLL INSTALLATION DETAIL
NOT TO SCALE
2 MAX.
:::::::11 WIDTH TO BE 6 TIMES DEPTH
CONTOUR SWALE _/
SLOPE 2% MIN.
DEPTH VAR/£
0.5• MIN.
SIDEH/ll GRASS SWALE DETAIL
NOT TO SCALE
2 MAX
:::7;
EROSION CONTROL REl'cGETA T/ON
MAT, USE NORl/1 AMERICAN GREEN':,·
P300 OR APPROl'cD EQUAL.
SEED AND MUl CH PER
LANDSCAPE PLANS.
-------------
.......
OVERALL SITE PLAN
SCALE: I "=JO'
947JDR8.dwg
A.P.N.; 002-062-03
FIELD BOOK NO.: ###
----------------
-----------------
----------------
NOTES
J. VERTICAL DA TUM IS ASSUMED.
)
I
I
I
I
I
I
I
2. HORIZONTAL DA TUM IS BASED UPON FIELD SURvEY ANO RECORD DATA PER 20/b" RS Ill & 4 RM 96.
J. CONTOUR INTERVAL IS 2' & 5'.
4. THERE ARE NO EASEMENTS OF RECORD ON SUBJECT PARCEL.
DESIGN REVIEW
ILS ASSOCIATES, INC.®
'?- ,lESs{'
<l'
L9580 ::i:
. l ;;;;-;;;V.~bj 0 ' (
Arthur J. Smith, C.t.
R_C_E_ 67386
CIVIL ENGINEERING AND LAND SURVEYING
79 GALLI DRIVE, SUITE A NOVATO, CA 94949-571'1 (415)883-9200 FAX (415)883-2763
FRJEJJMAN
79 WOOD LANE
FAIRFAX CALIFORNIA
NOTES ANJJ JJETAILS
DRAl'.N:
AJS
DATE:
11-10-2021
JOB NO .
9473
SHEET NO.
2 OF J
FOR REFERENCE ONLY
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 10 of 36 ,;
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Pollution Prevention It , s Part of the Plan
Make sure your crews and subs do the job right!
Runoff from streets and other paved
Construction activities can directly af feet !he
areas
health
is a major source of pollution in creeks and
of !he Bay unless confracfors and crews plan
the Bay.
ahead lo keep dirfJ
debris} and other construction waste away from storm
your compliance with perfinant ordinance requirements.
Vehicle and equipment
maintenance & cleaning
v Inspect vehicles and equipment for leaks
frequently. Use drip pans to catch leaks
until repairs are made; repair leaks promptly.
v Fuel and maintain· vehicles on site only
drains and local creeks. Folio wing these guidelines will ensure De watering
operations
v Reuse water for dust control, irrigation,
or another on-site purpose to the greatest
extent possible.
Concrete, grout,
storage & waste
and mortar
disposal
Be sure to store concrete, grout, and mortar under cover and Materials storage & spill cleanup manageme,r;f
In a bermed are or over a drip pan that
is big enough to prevent runoff.
v Be sure to call the Local Agencie's
Stormwater Manager before discharging water away from drainage areas. These materials must never reach streams or waterways.
Non-ha z a
r,d o us materials
v Sand, dirt, and similar materials must be stored at least 10 feet from catch basins, and covered with a tarp during wet weather or when rain is forecast.
Use (but don't overuse) reclaimed water for dust control as needed. v Sweep streets and other paved areas daily. Do not wash down streets or work areas with water.
Recycle all asphalt, concrete, and aggregate base material from demolition activities.
v Check dumpsters regulorily for leaks and to make sure they don't overflow.
Repair or replace leaking dumpsters properly.
H
azardo
us
m aterials
m ana
g
en7 ent
v Lobel all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with City, state, and federal regulations.
Store hazardous materials and wastes In secondary containment and cover them during wet weather.
v Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours.
Be sure to arrange for appropriate disposal of all hazardous wastes.
Sp
i
ll pre
vention and control
Keep a stockpile of spill cleanup materials (rags, absorbents, etc.) available at the construction site at all times.
When spills or leaks occur, contain them immediately and be particularily careful to prevent leaks and spills from reaching the gutter, street, or storm drain.
Never wash spilled material into a gutter, street, storm drain, or creek! Report any hazardous material spills to the appropriate agency(s) immediately! v If you must clean vehicles or equipment
on site, clean
with water on ly in a
bermed area that wi ll not
all ow rinsewater
to run into gutters, streets, storm drains,
or creeks.
Do not clean vehicles or equipment on-site
using soaps, solvents, degreasers,
steam cleaning equipment, etc.
Earthwork & contaminated soils
v Keep excavated soil on the site where it is least likely to collect In the street. v Transfer to dump trucks should take place on the
site, not in the street.
Use hay bales, silt fences, or other control measures to minimize the flow of silt off the site.
v Avoid scheduling earth moving activities
during the rainy season if possible. If
grading activities during wet weather
are allowed in your permit, be sure to
implement all control measures necessary
to prevent erosion.
Mature vegetation is the best form of
erosion control. Minimize disturbance to
existing vegetation whenever possible.
v If you disturb a slope during construction
prevent erosion by securing the soil with
erosion control fabric, or seed with fastgrowing grasses as soon as possible. Place hay bales down-slope until soil is secure.
to prevent erosion.
v If you suspect contamination (from site history, discoloration, odor, texture, abandoned underground tanks or pipes, or buried debris), call the Local Agency for help in determining what testing should be done. v Manage
disposal
of contaminated soil according to Local Agency instructions. to a street, gutter, or storm drain.
Filtration or diversion through a basin, tank, or sediment trap rnay be required.
V In areas of known contamination, testing is requ ired prior to reuse or discharge of groundwater. Consult with the Local Agency to determine what testing to do and to interpret results. Contaminated groundwater must be treated or hauled off- site for proper disposal.
Saw cuffing
v Always completely cover or barricade storm drain inlets when saw cutting.
Use filter fabric, hat bales, sand bags, or fine gravel dams to keep slurry out of the storm drain system.
v Shovel, absorb, or vacuum saw-cut slurry and pick up all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!).
v If saw cut slurry enters a catch basin, clean it up immediately.
Paving/asphalt work
v Do not pave during wet weather or when
rain is forecast.
v Always cover storm drain inlets and manholes when paving or applying seal coat, tack coat, slurry seal, or fog seal.
Place drip pans or absorbent material under paving equipment when not in use. v Do not sweep or wash down excess sand from sand sealing into gutters, storm drains, or creeks. Collect sand and return it to the stockpile, or dispose of it as trash.
v Do not use water to wash down fresh asphalt concrete pavement.
Storin drain polluters Inay be liable for fines!
For more detailed information, contact the Stormwoter Manager of the appropriate local agency.
I
Wash out concrete equipment/trucks off-site or in designated on-site area for washing where water will be contained with impermeable plastic lined temporary pit. Do not let the water seep into the soil.
Dispose of hardened concrete with trash when it is dried and hardened.
Painting
Never rinse paint brushes or
materials in a gutter or street.
Paint out excess water-based
paint before rinsing brushes,
rollers, or containers in a sink.
If you can't use a sink, direct
wash water to a dirt area and
spade it in .
v If a suitable dirt area is not
available, collect the wash
water and remove it for
appropriate disposal off site.
Divert water from washing
exposed aggregate concrete
to a dirt area where it wil l
not run into a gutter, street,
or storm drain. If a suitable
dirt area is not available, filter
the wash water through hay
bales before discharging to a
storm drain.
Paint out excess oil-based paint before cleaning brushes In thinner.
Filter paint thinners and solvents for reuse whenever possible.
Dispose of oil-based paint sludge and unusable thinner as hazardous waste.
ILS ASSOCIATES, INC.@
CIVIL ENGINEERING AND LAND SURVEYING
79 GALLI DRIVE, SUITE A NOVATO, CA 94949- 5717 (415)883-9200 FAX (415)883-2763 DRAWN:
I FAIRFAX
FRIEJJMAN
79 WOOD LANE
CALIFORNIA
AJS
DAlE:
11-10-2021
Joa No.
9473
BEST MANAGEMENT PRACTICES SHEET NO. 3 OF 3
A
B
CD
E
1 2 3 4 5 6 7 8 9
A
2 3 7 9
E
4 6
NORTH
A2.1
2 A2.1
1 NORTH
A2.1
3 A2.1
4 D:\Friedman 79 Wood Lane Fairfax\CAD\A2 - Floor Plans.dwg, 6/23/2022 11:29:23 AM REVIEWED FOR CODE COMPLIANCE BY COASTLAND CIVIL ENGINEERING, INC. IN ACCORDANCE WITH CBC §107.3.1 AS AMENDED BY THE LOCAL AGENCY.
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 11 of 36 A
2 3
4 5
7 8
9 CD
E
6 X
10 11 12
Y
Z
X
10 11 12
Y
Z
NORTH
A2.2
2 A2.2
1 A2.2
3 NORTH
D:\Friedman 79 Wood Lane Fairfax\CAD\A2 - Floor Plans.dwg, 6/23/2022 11:26:08 AM REVIEWED FOR CODE COMPLIANCE BY COASTLAND CIVIL ENGINEERING, INC. IN ACCORDANCE WITH CBC §107.3.1 AS AMENDED BY THE LOCAL AGENCY.
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 12 of 36 15'-o" .:3'-6" 6'-6" 2'-6" 3'-1" 13'-1" 3'-4"
32'-Q"
6' 5' o· 5'- o" 2'-8"
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10'-1~·
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- - - - -> - -
-
jJ'/J ,WNING j).,P WNING :-------------
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-
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ID' 18" 1 o' -o" 5' -0" ± V.I.F. 9"-11 11
~,
,
22'-6" 6'-0"
PROPOSED UPPER FLOOR PLAN
FLOOR PLAN KEYNOTES
0 0 0
©
0 (N) KITCHEN APPLIANCES TO BE SELECTED BY OWNER AND TO MEET ENERGY STAR REQUIREMENTS. (THESE INCLUDE DISHWASHER, GARBAGE DISPOSAL, RANGE, REFRIGERATOR, AND EXHAUST HOOD.)
{N) KITCHEN ISLAND, CASEWORK, AND COUNTERTOP TO BE SELECTED BY OWNER.
(N) KITCHEN SINK TO BE SELECTED BY OWNER. KITCHEN SINK SHALL HAVE A MAX. FLOW RATE OF 1.8 gpm @ 60 psi. KITCHEN FAUCETS MAY TEMPORARILY INCREAf',E THE FLOW, BUT NOT EXCEED 2.2 gpm @ 60 psi & MUST DEFAULT TO A MAX FLOW RATE OF 1.8 gpm.
KITCHEN EXHAUST HOOD TO BE MIN 104 CFM (0.35 WATTS/CFM) EXHAUST TO EXTERIOR. TO SERVE AS WHOLE HOUSE FAN. HERS VERIFICATION REQUIRED.
BATHROOM EXHAUST FAN TO BE 50 CFM.
{N) VANITY CASEWORK W/ SINK, FAUCET & MIRROR. FAUCET SHALL HAVE A MAX FLOW RATE OF 1.5 gpm @ 60 psi. CONFIRM FAUCET FLOW RATE @ {E) BATHROOMS. {N) TOILET SHALL MEET 1.28 gpf MAX. THE TOILET SHALL BE LOCATED IN A SPACE A MIN.
OF 30" WIDE. A 24" CLEAR SPACE IN FRONT OF THE TOILET SHALL BE PROVIDED. {N) SHOWER HEAD AND FAUCET CONTROLS. NEW SHOWER HEADS SHALL HAVE A MAX. FLOW RATE OF 1.8 gpm @ 80 psi. CONTROLS SHALL BE THERMOSTATIC MIXING VALVE TYPE. WHEN A SHOWER IS SERVED BY
MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL
SHOWERHEADS AND/OR OTHER WHERE OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 1.8 gpm, OR SHOWER SHALL BE DESIGNED TO ALLOW ONLY 1 SHOWER OUTLET TO BE IN OPERATION AT A TIME. © (N) TILE SHOWER SURROUND OVER WATER-RESISTANT GYP. BD OR APPROVED BACKER BOARD TO A HEIGHT OF 72• MIN. OVER DRAIN INLET.
BATHROOM EXHAUST FANS WITH MIN. 50 CFM ARE REQUIRED IN EACH
BATHROOM THAT CONTAINS A TUB OR SHOWER, AND MUST BE
HUMIDITY-CONROLLED {UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM). CALGREEN §4.506.1. {N) WASHER / DRYER HOOKUPS. 4" GSM DRYER VENT SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL & VERTICAL LENGTH OF 14', INCLUDING 2' DEDUCTED FOR EACH 90" ELBOW IN EXCESS OF 2. PROVIDE TERMINATION CAP W/ BACKDRAFT DAMPER.
TEMPERED GLASS SHOWER ENCLOSURE OR SCREEN.
(N) BUILT IN CABINETS.
WHERE OCCURS: PROVIDE MIN. 26-GAUGE SHEET STEEL FOR DUCTS AT GARAGE, AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE GARAGE FROM THE DWELLING. DUCTS MAY HAVE NO OPENINGS INTO THE GARAGE. CRC §R302.5.2.
UPPER FLOOR AREA 795 SF SCALE: 1/4" = 1 '-0"
&
....__,--._,,.--,,,... @ PROVIDE MIN. 1/2" GYP. BD. ALL WALLS SEPARATING GARAGE FROM RESIDENC ND ITS ATTIC. CRC §R302.5 & TABLE R302.6.
® ® ®
§
®
@
BATHTUB Af', SELECTED BY OWNER.
UNDER FLOOR CRAWL SPACE ACCESS. PROVIDE MIN. 16"x24" OPENING THROUGH WALL.
200 AMP ELECTRICAL SERVICE W/DISCONNECT FOR MAIN RESIDENCE. SUB PANEL LOCATION TO BE DETERMINED.
100 AMP ELECTRICAL SERVICE W/DISCONNECT FOR ADU.
CENTRAL (HSPF 10.0, SEER 16, EER/CECR 12.2), SPLIT HEAT PUMP (10.00 HPSF, 16.00 SEER) AND DUCTS. H.E.R.S. VERIFICATION REQUIRED PER ENERGY REPORT. MEANS SHALL BE PROVIDED TO SIMULTANEOUSLY DISCONNECT THE HEATER, MOTOR CONTROLLER(S), AND SUPPLEMENTARY OVERCURRENT PROTECTIVE DEVICES{S) OF ALL FIXED ELECTRIC SPACE-HEATING EQUIPMENT FROM ALL UNGROUNDED CONDUCTORS. PROVIDE MIN. 30" WIDE X 36" DEEP X 78" HIGH CLEAR WORKING SPACE.
VCHP-DUCTLESS (HSPF 8.2, SEER 14, EER/CECR 11.7)
® ESIDENTIAL ELEVATOR Af', SELECTED BY OWNER. SEE SHEET A2.4 FOR REQUIREMENT ® (N) WUI COMPLIANT DECK SURFACE. ___,,..---v--y---v...--.._,...-...,,,,.-..v---v--v--v-------v---v--v---v...--.._,,....,,_~ @ (N) ELECTRIC WATER HEATER, 50 G {AO SMITH \ HP10-50H45 BV). PROVIDE SEISMIC STRAPS WITHIN UPPER 3 AND LOWER 3 VERTICAL DIM OF APPLIANCEA MIN. OF 4" SHALL BE MAINTAINED ABOVE THE CONTROLS. (N) STAIRWAY & HANDRAIL PER DETAIL 4/M.O.
FOR ELECTRIC VEHICLE (EV) CHARGING INFRASTRUCTURE, PROVIDE RACEWAY NOT LESS THAN 1" INSIDE Dll\. TO ACCOMMODATE A DEDICATED 208 / 240 VOLT
BRANCH CIRCUIT - THE RACEWAY SHALL ORIGINATE AT MAIN SERVICE OR SUB
PANEL AND SHALL TERMINATE INTO A LISTED CABINET BOX CLOSE TO PROPOSED LOCATION OF EV CHARGER. THE SERVICE PANEL OR SUB PANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 AMP MIN. DEDICATED BRANCH CIRCUIT AND SPACE
RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVER CURRENT PROTECTION DEVICE.
GUARDRAILS ARE REQUIRED AT OPEN SIDED WALKING SURFACES LOCATED MORE THAN 30" VERTICALLY TO THE FLOOR OR GRADE WITHIN 36" HORIZONTALLY OF THE OPEN SIDE. GUARDRAILS SHALL NOT BE LESS THAN 42" ABOVE THE ADJACENT WALKING SURFACE. OPENINGS IN GUARDRAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER.
WATERPROOF ROOF DECK.
WALL LEGEND
tanaWZZZZ2! (N) 2x6 STUD WALL
(N) 2x4 STUD WALL (N) 2x4 LOW HEIGHT
STUD WALL
0 1 2 3 4 8
SCALE: 1/4" = 1'-0"
12 • 0
I
0 N
12· -8" 12'-4"
--==i=====================================i==li-fi(NOD) 10 SF - (N) 4 SF I I \ ~uuNTER, - \ wu,il c,s, - ----- - -----+, 13 SF UP CAB;i,c,p SLIDER 4 SF UP CAB. ,ill,ill SLIDER ---------------------------1"r=t=====~~~~~~~=============;tt====f I 1----'.-------Jio\[( 'o' Jill -- "" I
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LIVING AREA
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' ROD 8' LONG AT GARAGE/ADU.
-@-1 I - - - '
- -+----
4'-o"
-----
7'-1~"
----- - ---- - ----T
L 3'-6" 9'-3"
,,
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PROPOSED ADU PLAN
ADU FLOOR AREA 500 SF SCALE: 1/4" = 1'-0"
"'
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PROVIDE MIN. 3'X3' LEVEL , '
LANDING AT EXT. DOOR - - - - t ')& L - _J 12'-3" ' A . A A A A A A A -----,0
@ -----,0
20'-Q" 2s'-o"
PROPOSED GARAGE PLAN
16 GARAGE FLOOR AREA 400 SF SCALE: 1/4" = 1'-0"
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06-20-2022
Scale:
As Noted
Drawn:
LSK
Job #
19049.00
Prototype
DMNE
A2.2
A
2 3
7 9
E
4 6
5 6
7 8
9 EXTERIOR LIGHTING SCHEDULE
Symbol Label MANUFACTURER/ MODEL LAMP TYPE Lum. Lumens Comments A JOHN TIMBERLAND "WESTLEY"
8-1/2" HIGH x 7-1/4" WIDE
3,000K, LED
13W
1150
B ELCO 6" RECESSED SOFFIT LIGHT
WALL MOUNTED EXTERIOR DOORS/
GARAGE
ALL EXTERIOR LIGHT FIXTURES SHALL BE DARK SKY COMPLIANT 3,000K, LED
10W
830
NORTH
A2.3
1 NORTH
A2.3
2 INTERIOR LIGHTING AS SELECTED
BY OWNER
D:\Friedman 79 Wood Lane Fairfax\CAD\A2 - Floor Plans.dwg, 6/23/2022 9:23:03 AM REVIEWED FOR CODE COMPLIANCE BY COASTLAND CIVIL ENGINEERING, INC. IN ACCORDANCE WITH CBC §107.3.1 AS AMENDED BY THE LOCAL AGENCY.
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 13 of 36 4-
-¢-
MECHANICAL/ELECTRICAL PLAN
'
SYMBOL LEGEND
NOTE: ALL ITEMS (N) U.O.N.
...<::,WP
'"'='GFl
110v DUPLEX RECEPTACLE AT +18" A.F.F. U.O.N. 110v DUPLEX RECEPTACLE W/ GROUND FAULT CIRCUIT INTERRUPTER (GFI/GFCI) AT + 18" A.F.F. U.O.N.
110v DUPLEX RECEPTACLE w/ GROUND FAULT CIRCUIT INTERRUPTER (GFI/GFCI) IN WATERPROOF HOUSING AT + 18" A.F.F. U.O.N.
SWITCHED 11 Ov DUPLEX RECEPTACLE AT +18" A.F.F. U.O.N.
220v RECEPTACLE AT +18" U.O.N.
WASHING MACHINE ½" DIA. HOT & COLD WATER SUPPLY (L)
AND SEWER DRAIN (S), HEIGHT AS NOTED.
I-@ REFRIGERATOR WATER HOOKUP AT +12" U.O.N.
1--f" GAS VALVE, HEIGHT PER APPLll\NCE MANUFACTURER'S SPECIFlCATIONS. .....;!'' HOSE BIB AT + 18" A.F.F. U.O.N.
,_ SWITCH. ,_3 3-WAY SWITCH.
,_V SWITCH WITH VACANCY SENSOR.
,;;,.M SWITCH WITH MOTION SENSOR.
te- DIMMER SWITCH.
19-3 3-WAY DIMMER SWITCH.
()(GD) GARBAGE DISPOSAL AT UNDERSIDE OF KITCHEN SINK.
DRYER DUCT AND DRYER DUCT VENT OUTLET, 12" MIN. EXHAUST HEIGHT ABOVE GRADE AT EXTERIOR. MAX 4" DRYER DUCT LENGTH =35', REDUCE BY 2.5' FOR EACH 45' BEND, AND REDUCE BY 5' FOR EACH 90' BEND.
RECESSED LED LIGHT FIXTURE. (N) LED BULB AT (E) FIXTURE, TYP. WHERE OCCURS. -¢- WALL -MOUNTED LIGHT FIXTURE.
--¢- PENDANT LIGHT FIXTURE.
-$ SURFACE-MOUNTED LIGHT FIXTURE.
'v O 'v TRACK LIGHTING FIXTURE, MOUNTED TO SIDE OF (E) BEAM.
RECESSED COMBO EXHAUST FAN/LED LIGHT FIXTURE, FAN AND LIGHT SWITCHED SEPARATELY. BATHROOM EXHAUST FANS WITH MIN. 50 elm ARE REQUIRED IN EACH BATHROOM THAT CONTAINS A TUB OR SHOWER, AND MUST BE HUMIDITY CONTROLLED.
RECESSED EXHAUST FAN. BATHROOM EXHAUST FANS WITH MIN. 50 elm ARE REQUIRED IN EACH BATHROOM THAT CONTAINS A TUB OR SHOWER, AND MUST BE HUMIDITY CONTROLLED. RANGE HOOD EXHAUST VENT, MIN. 100 elm DUCTED TO EXTERIOR. @ SMOKE DETECTOR, HARD-WIRED AND INTERCONNECTED TO OTHER UNITS . @ CARBON MONOXIDE DETECTOR, HARD-WIRED AND INTERCONNECTED TO OTHER UNITS. (E) EXISTING. (N) NEW.
A.F.F. ABOVE FINISH FLOOR (ABOVE GRADE AT EXTERIOR LOCATIONS).
OW DISHWASHER.
RELOC. EXISTING TO BE RELOCATED.
T.M.E. TO MATCH EXISTING.
U.O.N. UNLESS OTHERWISE NOTED.
CONNECT TO
DRAINAGE SYSTEM
SUMP PUMP
ELECTRICAL/ MECHANICAL NOTES - OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTll\L BUILDING, OR TO OTHER BUILDINGS ON THE SAME LOT:
•
1. EXTERIOR OF HOUSE SHALL SHOW LOCATION OF ADDRESS NUMBERS PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND \1SIBLE FROM THE STREET FRONTING THE PROPERTY. ADDRESS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AND REMAIN ILLUMINATED AT ALL HOURS OF DARKNESS. NUMBERS MUST BE MIN 4" HIGH W/ ½" STROKE FOR RESIDENTIAL OCCUPANCIES. THE ADDRESS MUST BE CONTRASTING IN COLOR TO THEIR BACKGROUND.
2. ALL NEW 120V, SINGLE PHASE, 15- AND 20-AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN A DWELLING UNIT SHALL BE PROTECTED BY A
LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, OR A LISTED OUTLET BRANCH-CIRCUIT TYPE AFCI LOCATED AT THE FIRST RECEPTACLE OUTLET OF THE EXISTING BRANCH CIRCUIT INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. CEC §210.12(8).
3. SPECIFY WATERPROOF GFCI PROTECTED OUTLETS AT EXTERIOR IN A READILY ACCESSIBLE LOCATION. CEC §210.8(A)(3). EXTERIOR OUTLETS ARE REQUIRED AT THE FRONT AND BACK OF THE HOUSE. OUTLETS SHALL NOT BE LOCATED MORE THAN 2.0 m (~ FEET) ABOVE GRADE. CEC §210.52(E).
4. BALCONIES, DECKS, AND PORCHES THAT ARE ACCESSIBLE FlROM INSIDE THE DWELLING UNIT SHALL HAVE AT LEAST ONE RECEPTACLE OUTILET INSTALLED WITHIN THE PERIMETER OF THE BALCONY, DECK, OR PORCH. RECEPTACLES SHALL NOT BE LOCATED MORE THAN 2.0 m (~ FEET) ABOVE THE WALKING SURFACE. CEC §210.52(E)(3).
5. CARBON MONOXIDE ALARMS:
a. WHERE MORE THAN ONE CARBON MONOXIDE DETECTOR IS REQUIRED, THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT THE ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDMDUAL UNIT. b. CARBON MONOXIDE DETECTORS SHALL BE POWERED BY BUILDING WIRING CURRENT WITH BATTERY BACKUP. EXISTING Co' DETECTORS MAY BE BATTERY OPERATED.
6. HARDWIRED SMOKE ALARMS WITH BATTERY BACK-UP ARE REQUIRED IN EACH BEDROOM, IN EACH HALLWAY OUTSIDE A BEDROOM, AND AT EACH FLOOR LEVEL. ANY EXISTING SMOKE ALARMS THAT ARE MORE THAN 10 YEARS OLD ARE TO BE REPLACED. SMOKE ALARMS SHAILL BE INSTALLED NOT LESS THAN 3' HORIZONTALLY FROM DOOR / OPENING OF BATHROOMS CONTAINING A BATH TUB, SHOWER, UNLESS PLACEMENTS PREVENT MEETING OTHER REQUIRED LOCATIONS. SPECIFIC LOCATION REQUIREMENTS FOR SMOKE DETECTORS PER CRC R314.3.3 / NFPA SECT. 29.8.3.4. 6a. WHERE MORE THAN ONE SMOKE DETECTOR IS REQUIRED, INDICATE THAT THEY ARE ALL INTERCONNECTED, SO THAT ACTIVATION OF ONE WILL ACTIVATE THEM ALL.
7. ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS SHALL BE GFCI PROTECTED. RECEPTACLES ARE TO BE INSTALLED AT ALL COUNTERTOPS 12" OR GREATER AND IN SUCH THAT NO LOCATION IS MORE THAN 24" FROM AN OUTLET.
8. THE ELECTRICAL RECEPTACLES MUST BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6', MEASURED /;,. HORIZONTALLY, FROM AN OUTLET. THIS INCLUDES ANY WALL SPACE OF 2' OR MORE IN LENGTH. Lb. ,..---....,--, ,..---....,,.--._,..---....,..---....,,.---..,..---....,,.--..,,.--... ,..---....,,.---.. ,..---....,---.. ,,.--...,,..---....,,.----..,..---....,--..,,.--..,,,.--... ,,.---.. ,..---....,..-....,,.--..,,..---....,,----..,..---....,..-....,,.---,,..---.... ,,.. ......
9. INSTALL ARC-FAULT CIRCUIT INTERRUPTERS (AFCI) ON ALL 15 AND 20 AMP RECEPTACLE OUTILETS IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, BEDROOMS, LAUNDRY ROOMS AND SIMILAR ROOMS. IN ACCORDANCE WITH CEC 210.12A)
10. PROVIDE A MINIMUM OF TWO SEPARATE 20-AMP CIRCUITS TO KITCHEN, BREAKFAST ROOM, AND ONE SEPARATE 20-AMP CIRCUIT TO LAUNDRY OR SIMILAR ROOM.
11. - ALL INSTALLED LUMINAIRES, OR LIGHTING FIXTURES MUST BE HIGH EFFICACY. - LUMINAIRES RECESSED INTO CEILINGS MUST MEET REQUIREMENTS FOR: INSULATION CONTACT (I.C.); LABELING; AIR LEAKAGE; SEALING; MAINTENANCE; AND SOCKET AND LIGHT SOURCE.
- SCREWED BASE LUMINAIRES MUST NOT BE DOWNLIGHT LUMINAIRES IN CEILINGS AND MUST CONTAIN LAMPS THAT COMPLY WITH REFERENCE JOINT APPENDIX JAB.
- LIGHT SOURCES INSTALLED IN ENCLOSED LUMINAIRES MUST BE JAB COMPLIANT AND MUST BE MARKED "JAB-2016-E". - ALL FORWARD PHASE CUT DIMMERS USED WITH LED LIGHT SOURCES MUST COMPLY WITH NEMA SSL 7A. - LUMINAIRES MUST BE SWITCHED WITH READILY ACCESSIBLE CONTROLS THAT PERMIT THE LUMINAIRES TO BE MANUALLY SWITCHED ON AND OFF.
- NO LIGHTING CONTROL MUST BYPASS A DIMMER OR VACANCY SENSOR FUNCTION IF THE CONTROL IS INSTALLED TO COMPLY WITH RESIDENTIAL LIGHTING REQUIREMENTS.
- IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES MUST BE CONTROLLED BY A VACANCY SENSOR.
- DIMMERS OR VACANCY SENSORS MUST CONTROL ALL LUMINAIRES REQUIRED TO HAVE LIGHT SOURCES COMPLIANT WITH REFERENCE JOINT APPENDIX JAB, EXCEPT LUMINAIRES IN CLOSETS LESS THAN 70 SF AND LUMINAIRES IN HALLWAYS. - UNDER CABINET LIGHTING MUST BE SWITCHED SEPARATELY FROM OTHER LIGHTING SYSTEMS.
V V V V V V V V V
~Ro!f E 200 AMP. ELEC SERv1cl/sERVICE < T T
DISCONNECT. FOR MAIN I RESIDENCE ----- 1 1
I :\ TO -h
A A A
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1.) MUST BE CONTROLLED BY A MANUAL ON AND OFF SWITCH THAT DOES NOT OVERRIDE TO ON THE AUTOMATIC ACTIONS OF
2.) & 3.) BELOW.
2.) CONTROLLED BY A PHOTOCELL AND MOTION SENSOR CONTROLS THAT OVER RIDE TO ill! SHALL NOT BE ALLOWED UNLESS THE OVER RIDE AUTOMATICALLY REACTIVATES THE MOTION SENSOR WITHIN 6 HOURS, OR:
3.) CONTROLLED BY ONE OF THE FOLLOWING:
a. PHOTO CONTROL AND AUTOMATIC TIME SWITCH CONTROL
b. ASTRONOMICAL TIME CLOCK.
c. ENERGY MANAGEMENT SYSTEM.
12. NOT USED 13. MECHANICAIL DRAFT VENTS (OTHER THAN DIRECT VENT) MUST TERMINATE:
A. AT LEAST 3 FEET ABOVE ANY FORCED AIR INLET LOCATED WITHIN 10 FEET.
B. AT LEAST 4 FEET BELOW OR HORIZONTALLY OR 1 FOOT ABOVE ANY DOOR OR OPERABLE WINDOW OR AIR INLET.
C. VENTS FOR DIRECT VENT APPLIANCES MUST TERMINATE:
i. AT LEAST 6" FROM AIR OPENINGS FOR INPUT RATING UP TO 1 Ok BTU/HR. ii. AT LEAST 9" FOR INPUT RATING OVER 1 Ok UP TO 50k BTU/HR. iii. AT LEAST 12" FOR INPUT RATING OVER 50k BTU/HR.
14. BATHROOM EXHAUST FANS ARE REQUIRED IN EACH BATHROOM THAT CONTAINS A TUB OR SHOWER, AND MUST BE HUMIDITY-CONTROLLED (UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM). CALGREEN §4.506.1. EXHAUST FANS MUST BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. ,,.--..,,,.--.._,,.--._,---.,,,.--.... ffi
15. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LMNG ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROD /;,.l OR SIMILAR ROOM OR AREA OF DWELLING UNITS, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED AS TAMPER LTI RESISTANT. CEC §210.52
16. PROVIDE AT LEAST ONE 20 AMP CIRCUIT FOR BATHROOM OUTLETS, WITH NO OTHER OUTLETS ON THE CIRCUIT. CEC §210.11(C)(3). 17. CLOTHES CLOSET LIGHT FIXTURE CLIEARANCES SHALL CONFORM TO CEC §410.16. INCANDESCENT FIXTURES WITH OPEN OR PARTll\LLY ENCLOSED LAMPS AND PENDANT FIXTURES OR LAMP HOLDERS ARE NOT ALLOWED IN CLOSETS.
18. ALL 125v, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND FAULT INTERRUPTER (GFCI) PROTECTION:
a) BATHROOMS
b) GARAGES AND ACCESSORY BUILDINGS WITH FLOOR AT OR BELOW GRADE NOT USED AS HABITABLE ROOMS. c) OUTDOORS
d) CRAWL SPACES
e) UNFINISHED BASEMENTS
f) KITCHENS
g) BOATHOUSES
h) WITHIN 6'-0" OF BATHTUBS OR SHOWERS
i) LAUNDRY AREAS
19. AT LEAST ONE RECEPTACLE WITH GFCI PROTECTION SHALL BE INSTALLED WITHIN 6'-0" OF OUTSIDE EDGE OF EACH SINK.
RECEPTACLE MAY ALSO BE INSTALLED ON SIDE / FACE OF CABINET, NOT MORE THAN 12" BELOW THE COUNTERTOP.
20. PROVIDE AT LIEAST ONE RECEPTACLE OUTLET WITH GFCI PROTECTION PER CAR SPACE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) SHALL NOT SUPPLY OUTLETS OUTSIDE THE GARAGE.
21. LIGHT FlXTURES LOCATED WITHIN THE OUTSIDE DIMENSION OF A BATHTUB OR SHOWER TO A HEIGHT OF 8'-0" VERTICALLY FROM TOP OF BATHTUB OR SHOWER THRESHOLD SHALL BE LABELED "SUITABLE FOR DAMP LOCATIONS, OR SUITABLE FOR WET LOCATIONS
ERSUECTO ORR
2 . ALL OUTLET RECEPTACLES IN THE BASEMENT ARE REQUIRED TO BE GFCI PROTECTED. 2 MEANS SHALL BE PROVIDED TO SIMULTANEOUSLY DISCONNECT ELEC. HEAT PUMP FAU, MOTOR CONTROLLER AND SUPPLEMENTARY OVERCURRENT PROTECTIVE DEVICES FlROM ALL UNGROUNDED CONDUCTORS.
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Dote:
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Scale:
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Drown:
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Job #
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Prototype
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3 D:\Friedman 79 Wood Lane Fairfax\CAD\A2 - Floor Plans.dwg, 6/23/2022 9:25:05 AM REVIEWED FOR CODE COMPLIANCE BY COASTLAND CIVIL ENGINEERING, INC. IN ACCORDANCE WITH CBC §107.3.1 AS AMENDED BY THE LOCAL AGENCY.
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 14 of 36 A3.1
3 A3.1
1 A3.1
2 D:\Friedman 79 Wood Lane Fairfax\CAD\A3 - Elevations.dwg, 6/23/2022 9:32:34 AM REVIEWED FOR CODE COMPLIANCE BY COASTLAND CIVIL ENGINEERING, INC. IN ACCORDANCE WITH CBC §107.3.1 AS AMENDED BY THE LOCAL AGENCY.
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 15 of 36 PROPOSED EXTERIOR FINISH COLORS WILDLAND URBAN METAL ROOF:
ASC STRATA RIB "SLATE GREY" INTERFACE REQUIREMENTS
FASCIA & GUTTER
TO MATCH BENJAMIN MOORE OC-16 "CEDAR KEY" 1. EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS, AND GLAZED OPENINGS IN EXTERIOR DOORS SHALL BE INSULATING GLASS UNITS CEMENT BOARD LAP SIDING:
JAMES HARDIE SIDING PAINTED BENJAMIN MOORE HC-137 "WATERBURY GREEN" WITH A MINIMUM OF ONE TEMPERED PANE, OR GLASS BLOCK UNITS, OR HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 3~ g:,::
MINUTES WHEN TESTED ACCORDING TO FNPA 257. w <D • STUCCO WAINSCOT: . g "CEDAR KEY"
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PAINTED BENJAMIN MOORE OC-16
-
. ENERGY EFFICIENCY "I U'> ::,; WINDOWS:
MARVIN ESSENTIAL FIBERGLASS "EBONY" EXTERIOR COLOR, REQUIREMENTS "STONE WHITE" INTERIOR COLOR CEMENT BOARD WINDOW TRIM: VERTICAL GLAZING SHALL HAVE A U-FACTOR OF PAINTED BENJAMIN MOORE OC-16 "CEDAR KEY" 0.32 OR LESS, AND SHGC OF 0.3 OR LESS.
RAILINGS:
BLACK METAL
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EXTERIOR LIGHTING SHALL BE DARK SKY COMPLIANT. 12 '-'
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1 . IN THE SAME PLANE OF A DOOR IN THE CLOSED POSITION 6. WITHIN A PORTION OF WALL ENCLOSING A TUB/SHOWER WHERE -H AND WITHIN TWO FEET OF EITHER SIDE OF THE DOOR. THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN • "" I 60 INCHES ABOVE THE STANDING SURFACE AND DRAIN INLET. " N 2. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS. 7. WITHIN 60 INCHES OF A TUB/SHOWER WHERE THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE.
3. ON A WALL PERPENDICULAR TO THE PLANE OF A DOOR IN
A CLOSED POSITION AND WITHIN 24 INCHES OF THE 8. ANY GLAZING MEETING ALL THE FOLLOWING CONDITIONS:
HINGE SIDE OF IN-SWINGING DOOR. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9
SQUARE FEET
4. ADJACENT TO A BOTTOM STAIR LANDING WHERE GLAZING EXPOSED BOTTOM EDGE IS LESS THAN 18 INCHES ABOVE IS LESS THAN 36 INCHES ABOVE THE LANDING AND THE FINISHED FLOOR WITHIN 60 INCHES HORIZONTALLY OF THE LANDING. EXPOSED TOP EDGE IS GREATER THAN 36 INCHES ABOVE
THE FINISHED FLOOR
5. 5. ADJACENT TO STAIRS OR RAMP WHERE GLAZING IS WHERE A WALKING SURFACE IS WITHIN 36 INCHES LOCATED LESS THAN 36 INCHES ABOVE THE PLANE OF HORIZONTALLY OF THE GLAZING THE ADJACENT WALKING SURFACE.
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Date:
06-20-2022
Scale:
As No\ed
Drown:
LSK
Job #
19049.00
Prototype
DIVINE
A3. 1
A3.2
2 A3.2
1 A3.2
3 A3.2
4 A3.2
5 D:\Friedman 79 Wood Lane Fairfax\CAD\A3 - Elevations.dwg, 6/23/2022 9:36:13 AM REVIEWED FOR CODE COMPLIANCE BY COASTLAND CIVIL ENGINEERING, INC. IN ACCORDANCE WITH CBC §107.3.1 AS AMENDED BY THE LOCAL AGENCY.
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 16 of 36 -
2x2 REDWOOD OR
CEDAR @ 12" O.C
4x12 REDWOOD OR
CEDAR PER PLAN.
\ T.N., TYP.
~-' ---+-\ -'JI.'-, ______c-~-
c > <>
APA 21 DECORATIVE ____ _,,
RAffiR TIE
3x8 REDWOOD OR CEDAR,
BOTH SIDES OF POSTS
W/ %" GALV. BOLT
THROUGH POST
WUI COMPLIANT DECKING--~
0/ PORCH FRAMING
PER STRUCT. DWGS.
-
'
A
V
6x6 REDWOOD OR --------+--
CEDAR POST
CB66 POST POST _______ ___,
BASE
FOUNDATION PER
STRUCTURAL DWGS. ,4-s·· -. -.~- .• ,q
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<
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-
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•· .
·• •• A •
•
rr~m~m~m~rn~m~m~m~m~
•
TRELLIS DETAIL
'
0 SCALE: 3/ 4" = 1'-0"
CEMENT BOARD SIDING
PER FINISH SCH.
I
-
I
I
I I
I
I
FASCIA & GUTTER
/ PER FINISH SCHEDULE
'
NA1URAL GRADE
1---- - ---- - ---- - -----
[I==
'GARAGE / ADU - SOUTH
-
I I
I I I I
__ ...,
1 _ _ +123.67'
__J J
ELEVATION
SCALE: 1/4" = 1'-0"
--------- __________ ----~2wBc.=' cu6_" .,,.M.,.A'i. . .BUii DING HEIGHT _ -------------- -------- , __ ,,, u. _.,, ,~,,
-'k------iT ,._________ 137.25' _ PER FINISH SCHEDULE
----- ---------
I ----~---~--------------+------------------------, '
w
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, i EAVE -'k---Q!-~---------
T T.O.P. ----- --------- -----L...-71=::::::=::::j'1==============~~----,T"-' t-----1 f-=-r,;;===~1 --------------------------------___,---r;;;;;;==;;;;it--==--==--==--==--==--=;;;-j;;j_.1-------l--l~C~EM~E~NT[;_~"n.~--~INGn.R FINISH SCH. t-----,-
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,._ +127.56'
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..
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GUARDRAIL
MAIN FLOOR , /
... +117.25'
-
/ \...._.,,.
t-----1-
1-----1 - ~--+--t-""4~•2" HIGH
WOODEN --·' L4FTAL ROOF __,.J..t:;;=::,;:=,il = GUARDRAIL _ _. r-1.=::::::::::::=-I========i=::::::='...C=====:::i 12 - _--,,~ -- f3 c::::-------- - -
PER FINISH w ...
----- II fl ----,
I
----
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-
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I
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· . FINIS H.
•.
RESIDENCE WEST ELEVATION
SCALE: 1/4" = 1'-0"
I I I I
0 1 2 3 4 8
SCALE: 1/4" = 1'-0"
----
I
12 16
28'-6" MAX. BUILDING HEIGHT
- ----- ---------------------------------------'!.-
FASCIA & GUTTFR
/ PER FINISH SCHEDULE 137.25 ± L
EAVE .,,
---,~================+===============~,---- _ T.0.P. :; /
-
•
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'
I
RESIDENCE - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
FIBERGLASS WOW. /
BLDG. TRIM PER
FINISH SCH.
CEMENT BOARD SIDING
PER FINISH SCH.
/
~
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- & GUTTER
--- PER FINISH SCHEDULE
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.-----====--=:....::-----
_____________ \..~---------. ~+1m33""_2=0· __ -'l<i
, • .,,v GARAGE HEIGH,_
___ ...01.,,_s_-~o -""""
----
EAVE
--l;,==-------------------------1 T.O.P. -'.-
/ GARAGE I ADU WEST ELEVATION
SCALE: 1/4" = 1'-0"
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06-20-2022
Scale:
As Noted
Drown:
LSK
Job #
19049.00
Prototype
DIVINE
A3.2
5 A4.1
5 A4.1
6 A4.1
5 A4.1
5 A3.2
3 A4.1
5 A4.1
5 A4.1
A4.1
2 A4.1
1 A4.1
3 A4.1
6 A4.1
4 A4.1
5 D:\Friedman 79 Wood Lane Fairfax\CAD\A4.1 - Sections.dwg, 6/23/2022 9:39:56 AM REVIEWED FOR CODE COMPLIANCE BY COASTLAND CIVIL ENGINEERING, INC. IN ACCORDANCE WITH CBC §107.3.1 AS AMENDED BY THE LOCAL AGENCY.
Case 4:24-cv-00371-DMR Document 1-1 Filed 01/22/24 Page 17 of 36 2x6 RDWD CAP
2x4 RDWD NAIL
2X2 RDWD PIC
ER
KETS
B /W POSTS, PR OVIDE
<4" SPACE BET
PICKETS
WEEN
4x4 RDWD POS T @ 4' -0" O.C. MAX
< 4 ..
- .....,~
EXTERIOR SIDING PER
EXT. ELEV. DWGS. --H---WOOD STUDS @
16" O.C. PER
STRUCT. DWGS
WALL FRAMING ABOVE. ---tt--
WUI COMPLIANT
DECKING ---~
:,.
GSM FLASHING ----~
"DEC-KING" SCREWS,---~
2 PER BEARING FLOOR FRAMING PER STRUCT. DWGS. DTT1Z, SEE PLAN --~ FOR LOCATIONS 2x4 RDWD NAIL ER
2x RDWD FASC IA
BETWEEN POSTS
PTDF RIM JOIST PER PLAN
STONE VENEER
FACING
------
-
"
" "" " • • • • • • •
,~
.
-
~
V PTDF JOISTS @ V PER PLAN V DT22Z W/ GALV. BOLT, NUT V & WASHER EACH SIDE. V V L30 @ 16" O.C. v
V 2X4 WOOD STUDS V @ 16" o.c.
-~
RAILING DETAIL
' • "" V
WUI COMPIANT
DECKING
PTDF JOISTS PER PLAN
SIMPSON HANGER--1---~-
PER PLAN
PTDF LEDGER W/ %"¢ x 4•--~
GALV. LAG SCREWS @
16" O.C. STAGGERED,
USE PLASTIC SPACERS
LEDGER
.+----WALL FRAMING
PER STRUCT. DWGS.
DETAIL
BEAM & FLOOR FRAMING
PER STRUCTURAL DWGS.
2x PTDF LEDGER W/ ---
5/8" ¢ x 4 1 /2" LAG SCREWS
@ 16" 0.C. STAGGERED
(MIN. 2" FROM TOP, &
MIN. 3/4" FROM BOTTOM)
HGR--------
ROOF 0 SCALE: 3/4" = 1'-0" 0 SCALE: 3/ 4" = 1'-0" 0
28'-6" HEIGHT LIMIT
>- ROOF ASS EMBLY :r:
• "' +I~ Ci] CLASS 'A' RESIDENTIAL FLAT
= ~:r:: ROOF SYSTEM 0/ EXT. PLY. PER
::: === 0
,ou.J
~/--
STRUCT. DWGS. 0/ ROOF R/IJFTERS -
..
"' [D~ u.J 0 PER STRUCT. DWGS. W/ R-30
<( BATT INSUL. & GYP. BD. CEILING +136.88
EAVE' SIM. , ', ROOF RAFTERS FINISH ,,,,--.......
T I \ // -'
T.O.P. I ! i i I I i i i i I I I i r \
.,,
- - - - -
\ . I I I ' rx / \ )( I .....
.....
UPPER WALL ASSEMBLY TYP. -- / "' / 0
0 ·wu1· SIDING PER EXT. ELEV. -c.: FINISH SCH. 0/BUILDING PAPER [D 0/ WALL SHTG. PER STRUCT. DWGS. ::, V)
0/ WALL F~MING PER STRUCT. DWGS. •
I W/ INSUL. PER SCHEDULE
"' _/USIM. 12 >- +127.56' 3 c:::::----- FLOOR JOISTS :c (0 UPPER F~R w I i I i I :c T i'
--------
x A M I I I I I I I I I ! I l IV,~ <(
.,, T.O.P ·I ,. ' I -H I I • r--
I I I GYP. BD. FINISH
•N "' 0 I I @ CEILING N 0
"- I I [D
~/-
I ENTRY 1il GRFAT ~OOM M BEDROOM
• I PORCH - --..._ I ' ·' "' I; '-I
t l +117.(25' FLOOR JOISTS FLOOR JOISTS MAIN KLOOR • I _/ -, ..
T I'- \ I I i I i I M M M / I I ' " I ...__ . " " " " " n ..... - I I ; DRIVEWAY GRADE I • I \ & NATU~t : /'\/'- / BASEMENT GR E r 7 ~- \ ) \.__.J
'- / FLOOR ASSEMBLY. TYP. FOUNDATION SYSTEM
---- FLOOR PLY. PER STRUCT. DWGS. PER STRUCT. DWGS.
0/ FLOOR JOISTS PER STRUCT.
DWGS. W/ INSULATION PER
SCHEDULE
&------------
1v UNVDERFLooR ouCrs V V V V V V V " LOWER WALL ASSEMBLY 1 COAT ACRLIC ADMIX STUCCO SYSTEM OVER BUILDING > SHALL HAVE A VERTICAL < PAPER 0/WALL SHEATING PER STRUCT.
CLEARANCE OF NOT LESS THAN 18" ) DRAWINGS 0/WALL FRAMING PER STRUCT. ' A A A A A A A A A A A DWGS W/INSUL. PER SCHEDULE.
FOUNDATION VENTING FOUNDATION VENTING
15'-0" X 29'-9" 15'-10" X 29'-9"
150 2.98 S.F. (478 S.I.) REQ'D. 150 3.14 S.F. (452 S.I.) REQ'D.
BUILDING SECTION A-A
SCALE: 1/4" = 1'-0"
RAILING PER DET/IJL ---,
SM OR SELF-ADHERED
FLASHING BEHIND EXT.
WALL SIDING AT ROOF /WALL
INTERSECTION
ECKING AS SELECTED
BY OWNER. INSTALL
W/ BLIND FASTENERS
ROVIDE SDS ¼"
SCREWS @ 12" O.C. W/
2 ½" MIN. EMBED. INTO
2X JOIST TYP.
~---t'-+- PTDF JOISTS RIPPED TO
N) ''TORCH DOWN" ROOF 0/ ½" CDX ROOF PLY.
ALL PENETRATIONS/PERFORATIONS OF ROOF SYSTEM
UST BE SEALED. < 4" MAX
¼" SLOPE ALIGNED W/
CEILING JOISTS BELOW.
ATTACH W/ L30 @ 16" O.C.
STAGGERED
PROVIDE FOAM _ _./
INSULATION
L 30@ 16" O.C. -~
(N) GYP. BD. FINISH T.M.E.
~-- PTDF FLOOR JOISTS PER
PLAN RIPPED W/ 1/4" PER FT. MIN. SLOPE
DECK DETAIL
SCALE: 3/ 4" = 1'-0"
ADU ATTIC VENTING
20' Q" X 22"
2x REDWOOD FASCIA
2x BLOCKING
--i,,-...+---STUD WALL BELOW
'tl----li---,1---- 2X PTDF SLEEPERS
ROOF ASSEMBLY
RIPPED W/ 1/4" PER FT
(ALIGN 0/ JOISTS BELOW).
DOWNSPOUT, AND DROP INLET
CONDUITS SHALL BE 4" DIA.
RIGID PVC OR ABS (SDR 35,
SCH 40, OR EQUAL)
GYP. BO. FIN. 0/
2x6 DF STUDS
@ 16" O.C.
2x4 FURRING
@ 16" O.C.
FLOOR FRAMING PER
STRUCT. DWGS .
FOUNDATION DRAIN SHALL BE 4" DIA.
PERFORATED PVC OR ABS (SDR 35,
SCH 40, OR EQUAL)
~---FIBER CEMENT CEDAR
< "
<
•
"
LAP SIDING 0/ BLDG.
PAPER 0/ PLYWD. SHTG. PER STRUCT. DWGS.
GSM FLASHING 6" I 1 / ~"/ FT.
1 1/2"
(N) CONG. V. DITCH
COMPACTED SOIL TOP
ALL SURFACE DRAINS AND DOWNSPOUTS
SHALL BE CONNECTED TO 4"
NON-PERFORATED RIGID PIPE DAYLIGHT
AWAY FROM BUILDING OR CONNECTED
TO DRAINAGE SYSTEM
RETAINING WALL DETAIL
SCALE: 3/4" = 1'-0"
ROOF ASSEMBLY
CLASS 'A' RESIDENTIAL FLAT
150 = .24 S.F. (35.2 S.I.) REQ'D. CLASS 'A' RESIDENTIAL FLAT ROOF SYSTEM 0/ EXT. PLY. PER
STRUCT. DWGS. 0/ ROOF RAFTERS
PER STRUCT. DWGS. W/ R-30
,,,,,,,,--.....
/ '\ 16' -0" HEIGHT LIMIT ADU
ROOF SYSTEM 0/ EXT. PLY. PER
STRUCT. DWGS. 0/ ROOF RAFTERS
PER STRUCT. DWGS. W/ R-30
BATT INSUL. & GYP. BO. CEILING
FINISH
EAVE
+133.20'
USE OPEN CELL SPRAY FOAM INSULATION
11-7 /8" RAFTER DEPTH x 3.7 (R PER INCH)
R 44 PROVIDED. BATT
INSUL. & GYP. BD. CEILING FINISH
15' -0" HEIGHT LIMIT GARAGE __ _______,..,,..-
/--
I
.,.,......--t-
\ e--J'--
SIM. / ', ~----..~~~~~-~ EAVE +127.42' \ I ll,ll-~~-.-------------++-------- T.O.P.
g
C,
I
/ & PROVIDE MIN. 1 /2" GYP. BD.
I
--------
/
f
ADU I / I /
I /
I/
r
I I I I
T.O.P.
A,u FLR.
+1123.67'
"'
[Il
1il
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AT GARAGE WALL ADJACENT TO ADU 1--+---$''1<-W :r:
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SIM.
NATURAL GRADE
USE MECHANICAL VENT SYSTEM AT RATE EQUAL TO 1 CFM/MIN FOR EACH 50 S.F.
OF CRAWL SPACE AREA, TYPICAL.
GARAGE
FOUNDATION VENTING
12' -4" X 20' -0"
150 1.64 S.F. (237 S.I.) REQ'D.
GARAGE ADU SECTION A-A
SCALE: 1/4" = 1'-0"
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06-20-2022
Scale:
As Noted
Drown:
LSK
Job #
19049.00
Prototype
DIVINE
A4. 1