HomeMy WebLinkAboutPRE 2021-0025; 3495 MADISON STREET; Preliminary ReviewCONTRACTOR RESPONSIBILITY
"CONTRACTOR RESPONSIBILITY'' EACH CONTRACTOR OR SUB-CONTRACTOR RESPONSIBLE
FOR THE CONSTRUCTION OF THE WIND AND /OR SEISMIC RESISTING SYSTEM THAT IS LISTED
IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF
RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE
COMMENCEMENT OF WORK REQUIRING SPECIAL INSPECTION. THE CONTRACTORS
STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING
1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED
IN THE STATEMENT OF SPECIAL INSPECTIONS.
2, ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN
CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE
BUILDING OFFICIAL.
3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S
ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE
DISTRIBUTION OF REPORTS AND SCHEDULE
4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH
CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION"
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO
STARTING WORK, AND SHALL NOTIFY THE DESIGNER OF DISCREPANCIES OR
INCONSISTENCIES.
2. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT
REPRESENT THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL
MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.
SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING AND SHORING FOR
LOADS DUE TO CONSTRUCTION EQUIPMENT, CONSTRUCTION LOADS OF MATERIALS,
ETC. THE CONTRACTOR, AT NO EXPENSE TO THE OWNER, SHALL RETAIN QUALIFIED
PROFESSIONALS TO DETERMINE FIELD LAYOUT OF THE BUILDING ELEMENTS, AND
THE ADEQUACY OF ALL PROPOSED BRACING AND SHORING.
3. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE
OBSERVATION OF SAFETY METHODS, BRACING OR SUPPORT.
4. PLAN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.
5. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL
NOTES AND STANDARD DETAILS,
6. CLARIFICATION SHALL BE REQUESTED FROM THE ENGINEER FOR ALL WORK
INDICATED ON THE PLANS THAT IS NOT SPECIFICALLY DETAILED, AND IS NOT SIMILAR
TO WORK THAT IS DETAILED.
7. SEE EXISTING AND/ OR OTHER PLANS FOR SIZE AND LOCATION OF ALL DOOR AND
WINDOW OPENINGS, SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS, SIZE
AND LOCATION OF ALL CURBS, DRAINS, DEPRESSED AREAS, SLOPES AND ELEVATION
CHANGES, CHAMFERS, GROOVES, INSERTS, ALL FINISHES, AND SIZE AND LOCATION
OF ALL FLOOR AND ROOF OPENINGS.
8, SEE OTHER PLANS FOR ALL WATERPROOFING REQUIREMENTS. THE ENGINEER IS
NOT RESPONSIBLE FOR WATERPROOFING DETAILS AND SPECIFICATIONS.
9. MECHANICAL, PLUMBING, AND ELECTRICAL REPAIRS SHALL BE UNDER SEPARATE
PERMIT AND SHALL BE PERFORMED BY A LICENSED CONTRACTOR LICENSED IN THE
APPROPRIATE FIELD.
10. MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS.
LOADS SHALL NOT EXCEED DESIGN LOADING FOR SUPPORTING MEMBERS.
11. UNLESS APPROVED BY THE LOCAL C.B.O. OR BUILDING DEPARTMENT (PER CPC
SECTION 301.2.5.) PEX IS NOT AN APPROVED BUILDING MATERIAL.
CONSTRUCTION REQUIREMENTS
1.
3.
4.
5.
6.
7.
BATHROOM
A. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES
SHALL BE PROVIDED WITH AN EXHAUST FAN WITH A MINIMUM CAPACITY OF 50
CFM. DUCTLESS FANS ARE UNACCEPTABLE.
8. CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24-INCHES IN FRONT,
AND 15-INCHES FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. CPC
402.5
C. WATER CLOSET SHALL HAVE AN AVERAGE CONSUMPTION OF A MAXIMUM OF
1.28 GALLONS OF WATER PER FLUSH. CPC 403.2.1
D. RESIDENTIAL FAUCETS SHALL NOT EXCEED A WATER SUPPLY FLOW RATE OF
1.5 GALLONS PER MINUTE MEASURED AT60 PSI. AND 0.8 GALLONS PER
MINUTES AT 20 PSI.
E. SHOWER HEADS SHALL NOT EXCEED A WATER SUPPLY FLOW RATE CPC 403.7
OF 2.0 GALLONS OF WATER PER MINUTE AT 80 PSI. CPC 408.2
F. WALL COVERING OF SHOWERS OR TUBS WITH SHOWERS SHALL BE OF
SMOOTH, NONABSORBENT SURFACE EXTENDED TO A HEIGHT NOT LESS
THAN 6 FEET ABOVE THE FLOOR CRC R307.2, CBC 1210.2.3
G. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1
SQ. FEET) OR MORE IN CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF
ENCOMPASSING A 30-INCH DIAMETER CIRCLE. CPC 408,6
H. KITCHEN SHALL HAVE A CLEAR PASSAGEWAY OF NOT LESS THAN 3 FT. CBC
1208.1
I. PROVIDE LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RA TE= 100
CFM. CEC 150(0), ASHRAE STD. 62.2.
J, FAUCETS AT KITCHENS SHALL NOT EXCEED A WATER SUPPLY FLOW RATED
OF 1.8 GALLONS PER MINUTE MEASURED AT SO PSI. CDC 403.6
SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOWING HAZARDOUS LOCATIONS
CRC R308.4 (CBC 2406.4):
A. WHEN LOCATED WITHIN SO-INCHES OF THE FLOOR SURFACE IN TUBS,
SHOWERS, SAUNAS, OR STEAM ROOMS WHEN LOCATED WITHIN SO-INCHES
OF THE FLOOR SURFACE IN TUBS,SHOWERS, SAUNAS, OR STEAM ROOMS.
B. WHERE GLAZING AREA IS MORE THAN 9 SQ. FT. IN AREA, WITH THE BOTTOM
EDGE LESS THAN 18-INCHES ABOVE THE FLOOR AND TOP EDGE MORE THAN
36-INCHES ABOVE FLOOR.
ELECTRICAL
A. ALL RECEPTACLE OUTLETS IN BATHROOMS, ABOVE KITCHEN COUNTERTOP,
CRAWL SPACES. GARAGE, ROOFTOPS, OUTDOOR OUTLETS, WITHIN 6-FEET
OF WET BAR SINK/LAUNDRY SINK TO BE PROTECTED BY GROUND FAULT
CIRCUIT INTERRUPTER (GFCI). CEC 210.8.
8. ALL RECEPTACLE OUTLETS ARE REQUIRED TO BE LISTED TAMPER
RESISTANT. (CEC 406.12 AND 210.52)
C. COMBINATION TYPE AFCI CIRCUIT BREAKERS ARE REQUIRED FOR ALL 120
VOLT SINGLE PHASE 15/20 AMP BRANCH CIRCUITS. EXCEPT FOR BATHROOMS,
KITCHENS, GARAGES, OUTDOORS, AND LAUNDRY ROOMS. (CEC 210.12(6))
D. AT A MINIMUM, ONE DEDICATED 20 AMP CIRCUIT IS REQUIRED FOR A
BATHROOM. (CEC 210.11(C)(2))
E. A GFCI PROTECTED RECEPTACLE IS REQUIRED WITHIN 3 FEET OF THE EDGE
OF EACH BASIN IN A BATHROOM. (CEC 210.52(D))
F. RECEPTACLE OUTLETS ARE NOT ALLOWED WITHIN OR OVER A BATHTUB OR
SHOWER STALL. (CEC 406.9 (C))
G. SUBPANELSARE NOT ALLOWED TO BE LOCATED IN BATHROOMS OR
CLOTHES CLOSETS. (CEC 240.24(D) AND 240.25(E))
H. CIRCUITS SHARING A GROUNDED CONDUCTOR (NEUTRAL) WITH TWO
UNGROUNDED (HOT) CONDUCTORS MUST USE A TWO POLE CIRCUIT
BREAKER OR AN IDENTIFIED HANDLE TIE. (CEC 210.4(6)) GROUP NON-CABLE
CIRCUITS IN PANEL (CEC 210.4(D))
I. THE KITCHEN COUNTER TOP RECEPTACLES MUST HAVE A MIN. OF 2
DEDICATED 20 AMP CIRCUITS. (CEC 210.52(B))
J. THE RECEPTACLES IN THE DINING AREA, PANTRY, OR BREAKFAST NOOK
MUST BE SUPPLIED BY DEDICATED 20 AMP CIRCUITS. (CEC 210.52(6))
K. KITCHEN COUNTER TOPS 12 INCHES OR WIDER MUST HAVE A RECEPTACLE
OUTLET. (CEC 210.52(C))
L. KITCHEN COUNTER TOPS MUST HAVE RECEPTACLE OUTLETS SO NO POINT
ALONG THE COUNTER WALLS IS MORE THAN 24 INCHES FROM A
RECEPTACLE. (CEC 210.52(C))
M. ISLAND AND PENINSULAR COUNTER TOPS MUST HAVE AT LEAST ONE
RECEPTACLE. (CEC 210.52(C)(1) AND (2))
N. KITCHEN COUNTERTOP RECEPTACLES SHALL BE READILY ACCESSIBLE, AND
LOCATED NO MORE THAN 20 INCHES ON OR ABOVE, OR MORE THAN 12
INCHES BELOW THE COUNTERTOP SURFACE. (CEC 210.52(C)(5))
0. THE SPACING FOR GENERAL RECEPTACLE OUTLETS MUST BE LOCATED SO
THAT NO POINIT ON ANY WALL OR FIXED GLASS IS OVER 6 FEET FROM A
RECEPTACLE OUTLET. (CEC 210.52(A))
P. HALLWAY 10 FEET OR MORE MUST HAVE AT LEAST ONE RECEPTACLE
OUTLET. (CEC 210.52(H))
Q, LAUNDRY ROOMS MUST HAVE AT LEAST ONE DEDICATED 20 AMP
RECEPTACLE CIRCUIT. (CEC 210.11 (C) (2))
SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R314.3):
A. IN EACH SLEEPING ROOM.
8. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF
THE BEDROOMS.
C. ON EACH ADDITIONAL STORY, INCLUDING BASEMENTS AND HABITABLE
ATTICS. SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND
INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH SECTIONS
R314.4 & R314.5.
CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS
(R315.1.4):
A. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOM(S).
B. ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS.
EMERGENCY EGRESS WINDOWS SHALL BE MIN. 5.7 SQ. FT, MIN. NET WIDTH 20" AND
MIN. NET HEIGHT 24", BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44"
ABOVE FINISHED FLOOR. (R310) WINDOWS ABOVE FIRST LEVEL AND HAVING SILL
HEIGHT< 24" SHALL BE PROTECTED BY GUARDS (R312.2.1)
-11~
DIMENSION NOTES
1. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F .D.S.) UNLESS NOTED OTHERWISE .
2. DO NOT SCALE FROM DRAWINGS.
3. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE
ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.
4. ALL DOORS AND WINDOWS DIMENSIONED TO CENTERLINE OF CLEAR OPENING
UNLESS NOTED OTHERWISE.
5. ALL NON-DIMENSIONED DOORS SHALL BE OFFSET FROM THE HINGE-SIDE WALL TO
ALLOW FOR (2) 2X4 STUDS AT THE JAMB. (U.N.O.)
6. ALL NON-DIMENSIONED WINDOWS TO BE FLUSH TO ADJOINING WALL OR CENTER IN TO
ROOM UNLESS NOTED OTHERWISE.
7. ALL CASEWORK DIMENSIONS TO FACE OF FINISH.
CALIFORNIA RESIDENTIAL CODE NOTES
1. EXTERIOR DOORS MUST OPEN OVER A LANDING NOT MORE THAN½" BELOW THE
THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE
LANDING THE LANDING SHALL NOT BE MORE THAN 8" BELOW THE
THRESHOLD.
2. LANDINGS AT DOORS SHALL HAVE A LENGTH MEASURED IN DIRECTION OF TRAVEL OF
NOT LESS THAN 36 INCHES. TYP. CRC R311.3
3. STORAGE/CLOSET UNDER STAIR, PROVIDE ONE LAYER OF 5/8 TYPE "X" GYP. SD. AT
WALL AND UNDERSIDE OF STAIR TO ACHIEVE 1 HR OF FIRE PROTECTION
4. GARAGE, PROVIDE 1 LAYER OF 5/8 TYPE "X" GYP. BO. AT GARAGE WALLS, CEILINGS,
AND SUPPORTING STRUCTURAL MEMBERS SEPARATING THE GARAGE AND LNING
AREAS TO ACHIEVE 1 HR OF FIRE PROTECTION
APPLICABLE STANDARDS:
2016 CALIFORNIA RESIDENTIAL CODE (CRC)
2016 CALIFORNIA PLUMBING CODE (CPC)
2016 CALIFORNIA MECHANICAL CODE (CMG)
2016 CALIFORNIA BUILDING CODE (CBC)
2016 CALIFORNIA ELECTRICAL CODE (CEC);
2016 CALIFORNIA GREEN BUILDING
VICINITY MAP
NORTH
ABBRIVIATIONS
A/C AIR CONDITIONER L.V.L.
A.F.F. ABOVE FINISHED
FLOOR MAS.
A.F.G. ABOVE FINISHED MTL.
GRADE MIN.
BOT. BOTTOM N
B.O.F. BOTTOM OF FOOTING N.T.S.
B.O.W. BOTTOM OF WALL O.C.
CC. CENTER TO CENTER O.D.
CL. CLOSET OPNG.
CLG. CEILING
CMU CONCRETE MASONRY PCC
UNIT
DEMO DEMOLISH PL.
D.S. DOWNSPOUT P.L.
DIA. DIAMETER PLYWD.
DIM. DIMENSION PTD:
DN. DOWN RC
DP: DAMP PROOFING
E EXISTING RD:
E.F. EXHAUST FAN R.D.L.
EXC: EXCAVATE RO.
EXT. EXTERIOR R.O.W.
F.A.U. FORCED AIR UNIT REINF.
F.D. FLOOR DRAIN SAN.
FIN. FINISH S.D.
F.F.L FINISHED FLOOR SECT.
LEVEL SHT.-
GALV. GALVANIZED SHT'G.
G.C. GENERAL SQ.FT.
CONTRACTOR SQ. IN.
G.F.C.I. GROUND FAULT STD.
CIRCUIT INTERRUPT STL.
G.F.I. GROUND FAULT S.Y.
INTERRUPT T&B:
G.T. GLAZED TILE T.O.
GYP. GYPSUM UNO
H.V.A.C. HEATING, VENTING
AND AIR CONDITIONING V.B.
H.W. HOT WATER W.C.
IN INCH CLOSET)
INSUL. INSULATION WD.
INT. INTERIOR WDW.
JST. JOIST W.I.C.
LFT. LINEAR FEET WP.
LTG. LIGHTING WS:
OR
W/O:
LAMINATED VENEER
LUMBER
MASONRY
METAL
MINIMUM
NEW
NOTTO SCALE
ON CENTER
OUTSIDE DIAMETER
OPENING OR ROUGH
OPENING
PORTLAND CEMENT
CONCRETE
PLASTER
PROPERTY LINE
PLYWOOD
PAINTED
REINFORCED
CONCRETE
ROOF DRAIN
ROOF DRAIN LEADER
ROUGH OPENING
RIGHT OF WAY
REINFORCED
SANITARY
SMOKE DETECTOR
SECTION
SHEET
SHEATHING
SQUARE FEET
SQUARE INCHES
STANDARD
STEEL
SQUARE YARD
TOP AND BOTTOM
TOP OF
UNLESS NOTED
OTHERWISE
VAPOR BARRIER
TOILET (WATER
WOOD
WINDOW
WALK-IN CLOSET
WEATHERPROOF
WEA THER--STRIPPING
WATER STOP
WITHOUT
AREA PLAN/ LOT COVERAGE
Name
(N) GARAGE
DECK
FIRST FLOOR MOD
SECOND FLOOR MOD
I p
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MODULAR LIVING AREA Copy 1
I Area Level
505 SF F.F. MODULAR
180 SF Second Floor
1250 SF F.F. MODULAR
1800 SF Second Floor
3735 SF
SE
OWNER:
KEVIN SLADEK
KEVIN@MOD4D2.COM
MODULAR MANUFACTURER
JIM SHERIDAN
DRAFTER:
EVERETT SMITH DESIGNS
3437 POTOMAC CT
PERRIS, CA 92570
951.323.2187
County:
Parcel # (APN):
SAN DIEGO, CA
204-172-22-00
Owner Name: SLADEK KEVIN W & EMILY
Mailing Address:
Legal Description:
3495 MADISON ST CARLSBAD CA 92008
TR 775 BLK 43*LOT 32*ALL PALM ST CLSD
ADJ*
Bedrooms:
Units:
Baths (Full):
Stories:
Bldg/Liv Area:
Lot Sq Ft:
Effective Year:
Quadrant:
Zoning:
General Plan Land Use:
Local Facility
Management Zone:
Drainage Area: B
3
1
2
1
1,182
11,484
1961
NW
RD-M
R-15
1
Sewer District: CBD
Water District: CMWD
School District: CA
Park District: 1
Fire District: 1
Bridge Thoroughfare District: NA
Census Tract: 179
Master Plan: NA
Specific Plan: NA
Sewer Benefit Area: NA
In Coastal Zone: NO
In Redevelopment Zone: NO
In Beach Zone: NO
In Fire Zone: NO
In Visitor Zone: NO
In Barrio Area: YES
In Village Area: NO
Village District: NA
SCOPE:
-;-:, ~ ,_;-... -..,.. ""'. .... \ -~--...,._) ' ,:,_ . .'.-~ '-'.::-.. -·· "" -~ ::.._ __ ., ./
1. NEW CONSTRUCTION FOR MODULAR HOME
SHEET INDEX
Sheet Number I Sheet Name
AO Titile Sheet
A1 Site Plan
A2 PROPOSED PLANS
A4.1 Elevations N & S
A4.2 Elevations E & W
A4.3 PERSPECTIVE
AS Section
A5.1 Deck Details
A5.2 Stair Details
GN1 Structural Notes
(N) HOUSE: 1250
1800
3050 SF HOUSE x2
(N) GAR: 505 SF x2
(N) DECKS 180 SF x2
HOU GAR DEC TOT
3050 + 505 + 180 = 3735 SF
PREPARED BY:
RIVERSIDE COUNTY, CA
/L:95~-3,;:_21. 87
~J)JJ-if Ofr~
Email: everett@everettsmithdesigns.com
ThiS document, and the ide.is and designs incorporated
herein, as an instrument crl' profession<'( ser.tice, is the
property of Everett Smith, and is not lo be used in whole or
in pa'i, for any ether ?K>Ject wHhoU: the written a.rthorizatlor,
af Everett Smilh/ ESDESIGNS. All Rights Reserved
PROJECT:
REVISIONS:
No. Description Date
1 Revision 1 Date 1
PROJECT ADDRESS:
3495 MADISON ST
CARLSBAD
CLIENT NAME:
MOD4D2, LLC
Titile Sheet
Project number 19-1974
Date 5/31/2021 3:50:01 PM
Drawn by EDS
Checked by ES
AO
Scale 1" = 20'-0"
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PREPARED BY:
RIVERSIDE COUNTY, CA
/L:951-3~2187
8/ffe~CY~
Email: everett@everettsmithdesigns.com
This document, and the ideas and deGl9ns incorporated
herein, as an Instrument of professbnal service, is the
property al Everett Sm~h. and is not to be used in whole or
In part, for any other project without the written authorization
of Everett Smith/ ESDESIGNS. All Rights Reserved
PROJECT:
REVISIONS:
No. Description Date
PROJECT ADDRESS:
3495 MADISON ST
CARLSBAD
CLIENT NAME:
MOD4D2, LLC
Site Plan
Project number 19-1974
Date 5/31/2021 3:50:02 PM
Drawn by Author
Checked by Checker
A1
Scale As indicated
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PREPARED BY:
RIVERSIDE COUNTY, CA
951-3~2187_
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Email: everett@everettsmithdesigns.com
This document, and tt,e ideas and :lesigns 1neorpora:ec1
herein. as an instrument of professional service. is the
property of E\lerett Smlh, and is not to be used in whole or
i"7 part, for <f'IY other project withcul: 1he wrlten authorization
of Everett Smihl ESDESIGNS. All Rights Re~er.ed
PROJECT:
REVISIONS:
No. Description Date
PROJECT ADDRESS:
3495 MADISON ST
CARLSBAD
CLIENT NAME:
MOD4O2, LLC
PROPOSED PLANS
Project number 19-1974
Dale 5/31/2021 3:50:04 PM
Drawn by Author
Checked by Checker
A2
Scale 3/16" = 1'-0"
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