HomeMy WebLinkAboutB17-0260 040-170-139SbTr� Butte County Deparhnent of Development Services
ted° PERMIT CENTER
7'County Center Drive, Orovil le, CA 95965
OU N1 1iain Phonc (5.0) 539-7601 t'Ox (330) 538-7735
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PLAN CHANGE, RECHECK, ORRETURN
FORIA NO
MIM
Owner's Name: YVt 4g- —1 11) + )4-7141f 44
Contact Person Name.�t —Ltprt t-_�1 `{ L -f} -A-) >(SFfye
Contact email; ��yt�rQ Sca n n e�� m�� Cznvl
Contact Phone Number: Date Submitted:
Permit Numlaet -F- -OP,6 C Assessor's Parcel Number: D'+D l —Z a 1 -02
L3 COMPLETE SET OF PLANS
❑ PARTIAL SET OR PAGES OF PLANS
(LIST PAGES BELOW)
Please check any that apply:` B'
h3lResponse to Plan Check Letter? COUNW
❑ 'Response to Building Inspection Correction Notice? MAR 2 120171
❑ Is there additional square footage? DEVELOPMENT
❑ Is unfinished area being in -filled or completed? SERVICES
❑ Other:
LIST OF ITEMS SUBMITTED
i- -'Z Y-- 5,�- ` o f ��- �) ^J
2.
4.
5
Minimum I hour Man change fee to be collected at time of submission. Plans Examiner
will determine if additional plan checking fees are required:
❑ Nlinimtun SI27.00 paid
❑ Additional Pee Amount thee:
K:\NEW \\'EBSITE\Buildini,-lBuildii3, Forms & Documents12014\2014 Forms - Comp1eted'BBP\DBP-
O6 Pl to C.hzme form REV'D 8.13.14_AKtil.doc
Pat -c I of 1
BUTTE
COUNTY
�OurrF� Butte County Department of Development Services
MAR 2120V PLAN CHECK
" sE
.CouN�. DEVELOPMENT 7 County Center Drive, Oroville, CA 95965
SERVICES Main Phone (530) 538-7601 Fax(530)538-7781;
817-0a� FLOOD PLAIN DECLARATION
rov�<(L
I declare the market value of the proposed construction work under building
FORNI NO
DPC-04
permit application number: e)- 11" 0A 6t'ht the location of 94ts79' L'u4MI—m0 ! PJ.i
DL 41a",t_, G/-- Assessor's Parcel Number: C40 - L', V - 1 3 9 for
the construction of an addition and/or remodel consisting of qVo.r
will not equal or exceed the definition of "Substantial Improvement" as defined below.
am aware the building site is located within special flood hazard area zone kE
Community Number, Map Panel, and Suffix F dated °�, , � and
'
may be at risk of flooding although I am not required to comply with flood plain
management criteria.
Property Owner: Atkll 2 --Tial) "„ 5 iZN "+-T19-��,�,e�t 5 ,� / Z14f O--1-=,4c2,J
Address: ggq!f' Ccu,�rr,:r�� S - �ia lzc�y� -✓f ` ✓
Phone Number: 5'36
Print Name:
Signature: Date: 6
iT—
*Substantial Improvement is defined as follows: any reconstruction, rehabilitation, addition, or
other proposed new development of a structure, the cost of which equals or exceeds fifty (50)
percent of the market value of the structure before the "start of construction" of the improvement.
The Substantial Improvement cost is cumulative and includes all improvements that are not listed
below as being excepted and that have occurred within the proceeding five years. This term
includes structures which have incurred "substantial damage", regardless of the actual repair
work performed. The term does not, however, include either:
a. Any project for improvement of a structure to correct existing violations or state or local health,
sanitary, or safety code specifications which have been identified by the local code enforcement
official and which are the minimum necessary to assure safe living conditions; or
b. Any alteration of a "historic structure" provided that the alteration will not preclude the
structure's continued designation as a "historic structure."
Note: If the improvement percentage, cumulative over the last 5 years, equals or exceeds 40% of
the market value of the structure before the "start of construction" of the improvement, a certified
appraisal shall be required to verify the proposed work will not constitute a substantial
improvement.
Substantially improved structures shall meet the minimum building standards of the National
Flood Insurance Program & Butte County's Flood Plain Ordinance (BCC 26-21)
Page 1 of 1
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING DIVISION
7 county center Drive, orovilie CA 95965 Phone (530)538-76x1
Substantial improvement Worksheet
for projects within FEMA Floodplain
T
Existing Building:
APN:
DATE:
USE
AREA SF -VALUE TOTAL
A
U�►� -eco-�+�� x
X x
xx
X x
X x
X
X
Existing Structure Value ESV :
Eq, 50
Proposed Addition -Remodel
AREA SF VALUE TOTAL
USEx _ s // 4161 Z
X x--
X x _
Remodel Contract:
Value
Improvement Percentage = IV
ESV
a)
uals or exceeds 40 %, an appraisal is required on the
if improvement percentage eq
existing building. Submit appraisal documents prepared by a certified appraiser. A
new improvement percentage will be calculated. If improvement Percentage exceeds
50%, a substantial improvement exists.
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March 17, 2017 Comm
Butte County Department of Development Services MAR 2 I '2017,
7 County Center Drive
��'OPM&�
Oroville, CA 95965
VICES
ATTN: Efrain Ruvalcaba
RE: Assessor Parcel Number: 040-170-139
Building Permit Number: B17-0260 Plan Check #1
Greetings Efrain,
Following are my responses to your Plan Check Review Letter:
ARCHITECTURAL COMMENTS:
The existing window is a 4040 and is being replaced with a 30 window. There are no changes to the framing. The
/change has been noted on Sheet 4, clouded and marked wit A1.
The note has been added to sheet 4, clouded and marked with A2.
�3✓ The notes have been added as #25 of the Electrical Notes, Sheet 4, clouded and marked wit A3.
�A raised wood floor has been added to the Project Description, Sheet 1, clouded and marked wit A4.
ELECTRICAL COMMENTS
YEA note has been added to the plans indicating that the only NEW w Is in the Laundry Room and it is shown on the
plan. The note has been added to Sheet 4, clouded and marked wit A5.
There are no changes to the existing Kitchen that trigger this code upgrade.
X -The outlet ylthe Laundry Room have been noted as GFCI on the plan, Sheet 4. The change has been clouded and
marked wit A7.
*(1 v
Note 13 of the Electrical Notes on Sheet 4 has been modified to show the text above.
eNote #15 of the Electrical Notes on Sheet 4,' icates this requirement. I have also added this note to the Floor Plan,
Sheet 4, it has been clouded and marked wit A9.
t&„The fixture and switch have been added to the plans, Sheet 4. It has been clouded and marked wit A10.
11' No switches or outlets are relocated due to the new wall.
PLUMBING COMMENTS
This note has been added to the plans, Sheet 4, it has been clouded and marked wit Al2.
This note has been added to the plans, Sheet 4, it has been clouded and marked wit A13.
ENERGY COMMENTS
�,,�he wall and ceiling insulation call outs have been added to Sheet 4, clouded and marked wit Al\4
"g5`: he u -factor and SHGC of the new window is shown on the plan, clouded and marked wit A15.
C �
16'."These notes have been added to Sheet 4, clouded and marked wit A16.
HYLAND H.i FISHEFQrARCHITECT
— (530) 263-8666 1118 salem st., chico, ca 95928 www.hylandfisherarchitectcom — hyland.fisher@gmail.com —
X11' Note 3 of the Electrical Notes on Sheet 4 has been modified to reflect this updated code requirement
1$q Note 4 of the Electrical Notes on Sheet 4 has been modified to reflect this updated code requirement.
•t, s
r1�J-,These notes have been added as note #26 on the Electrical Notes, Sheet 4.
CALGREEN COMMENTS
�-..
e 0: The CALGreen mandatory checklist has been added to Sheet 5, Sheet 6 has been removed from the set.
STRUCTURAL COMMENTS:
21. The king to steel beam attachment was show Section B, Sheet 4. The king post to ridge beam connection has been
added to the Section, clouded and marked wit A21.
FLOOD ZONE COMMENTS:
>�.The Substantial Improvement Worksheet and Flood Plain Declaration have been completed and is a part of this
Attachments
hf
William Prechter PE Replacement steel beam
for interior 4x12
Supporting ceiling load
only girder
Project Title: LEARN REMODEL
Engineer: PRECHTER
Project Descr:06-840-06
Project ID: 040-170-139
Prinl-d: 9 FEES 2017. 8:14PM
/+ L
HSS6x3x1/4
.... ; ,,.,,.. ......
d r
Applieo.ads
Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Segment Length Span # M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega
- - —... --- - -- ........... ........... -_.
- --
D Only
Load(s) for Span Number 1
Dsgn. L = 16.00 ft 1 0.283 0.014 5.08 5.08 29.96
17.94 1.00 1.00 0.64 74.11 44.38
+0.60D
Dsgn. L = 16.00 ft 1 0.170 0.009 3.05 3.05 29.96
Point Load : D = 1.270 k @ 8.0 ft
,
Overall Maximum Deflections -
0.381 0.381
Load Combination Span Max. "-" Defl Location in Span Load Combination
DESIGiV SUMMARY
7)
- -- — -
D Only 1 0.3815 8.000
- ....
0.0000 0.000
awma
mss.
Maximum Bending Stress Ratio —
.
0.283: 1 Maximum
Shear Stress Ratio =
0.014: 1
Section used for this span
HSS6x3x1/4
Section used for this span
HSS6x3x1/4
Ma : Applied
5.080 k -ft
Va : Applied
0.6350 k
Mn / Omega: Allowable
17.939 k -ft
Vn/Omega : Allowable
44.376 k
Load Combination
D Only
Load Combination
D Only
Location of maximum on span
8.000ft
Location of maximum on span
0.000 ft
Span # where maximum occurs
Span # 1
Span # where maximum occurs
Span # 1
Maximum Deflection
Max Downward Transient Deflection
0.000 in Ratio =
0<360
Max Upward Transient Deflection
0.000 In Ratio =
0 <360
Max Downward Total Deflection
0.381 in Ratio =
503 >=180
Max Upward Total Deflection
0.000 in Ratio =
0 <180
<p•
Maximum Forces & Stresses for`'Load Combinations
0.635 0.635
Load Combination Max Stress Ratios Summary of Moment Values
Summary of Shear Values
Segment Length Span # M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega
- - —... --- - -- ........... ........... -_.
- --
D Only
p
Dsgn. L = 16.00 ft 1 0.283 0.014 5.08 5.08 29.96
17.94 1.00 1.00 0.64 74.11 44.38
+0.60D
Dsgn. L = 16.00 ft 1 0.170 0.009 3.05 3.05 29.96
17.94 1.00 1.00 0.38 74.11 44.38
,
Overall Maximum Deflections -
0.381 0.381
Load Combination Span Max. "-" Defl Location in Span Load Combination
Max. "+" Defl Location in Span
- -- — -
D Only 1 0.3815 8.000
- ....
0.0000 0.000
Vertical'Reactions.-.,. Support notation :Far left is #1
Values in KIPS
Load Combination Support 1 Support 2
Overall MUkmum
0.635 0.635
QROFESSIO
Overall MINimum
0.381 0.381
p
C pR�9<
D Only
0.635 0.635
P�
+0.60D
0.381 0.381
c�
pr
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ADDI ION FOR MARTY TAMARA LEARN
A REMODEL
- _+-
• �--.• . �-. e--gg—°_-�_ :A•�AR NOCK
4' PG&E
EASEMENT
--------------- _
-
------------
---------- 20 STREET SIDE SETBACK
--------
ILDINGS(E) AG BU
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(E) RESIDENCEI
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689.40_ --'-- 1-6'(5OCK _________%R
- - -
A
-
. S 88°38'59"W
SITE PLAN
SCALE: 1"=40'-0"
GENERAL NOTES
1. THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF CALIFORNIA, TITLE -24 REGARDLESS OF THE INFORMATION INDICATED IN THESE PLANS.
2. THE CONTRACTOR SHALL CAREFULLY STUDY & COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER & WITH OTHER PERTINENT INFORMATION & SHALL AT ONCE
REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS DISCOVERED.
3. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS & VERIFY FIELD CONDITIONS & SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS & CONDITIONS &
OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES, OR
OMISSIONS SHOULD BE REPORTED TO ARCHITECT AT ONCE.
4. SMOKE DETECTORS AND CARBON MONOXIDE ALARMS SHALL BE PROVIDED AS REQUIRED BY BUILDING INSPECTOR.
5. AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW A VALID WORKER'S COMPENSATION INSURANCE CERTIFICATE.
6. ENLARGED PLANS: WHERE ENLARGED OR PARTIAL PLANS ARE REFERENCED, DIMENSIONS & SPECIAL DETAILING OR FINISH REQUIREMENTS ARE NOTED ON THE
ENLARGED PLANS & USUALLY OMITTED ON THE SMALLER SCALE PLANS.
7. NO DEVIATION FROM CONTRACT DRAWINGS OR SPECIFICATIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM ARCHITECT.
8. ALL PARTITION DIMENSIONS ARE TO EDGE OF FRAMING UNLESS NOTED OTHERWISE. ALL EXTERIOR DIMENSIONS ARE TO EDGE OF FRAMING OR FACE OF CONCRETE
UNLESS OTHERWISE NOTED.
9. STRUCTURAL, MECHANICAL, &ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. SHOULD THERE BE A DISCREPANCY BETWEEN THE
ARCHITECTURAL DRAWINGS & THE ENGINEERING DRAWINGS, SUCH A DISCREPANCY SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO
INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN
EXPENSE.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION & COORDINATION WITH OTHER TRADES & THEIR WORK TO ENSURE COMPLIANCE WITH THE DRAWINGS &
SPECIFICATIONS.
11. CONTRACTOR SHALL VERIFY SIZES &LOCATIONS OF ALL OPENINGS FROM MECHANICAL, ELECTRICAL, & PLUMBING EQUIPMENT WITH ARCHITECT BEFORE PROCEEDING
WITH WORK.
12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUPERVISE ALL CUTTING & PATCHING OF EXISTING FINISHED WORK INSTALLED IF SUCH WORK IS MADE
NECESSARY BY NEW WORK ERRORS, CHANGES, OR OTHER REASONS, ALL REPLACEMENT WORK SHALL MATCH ADJOINING SURFACES.
13. IN NO CASE SHALL THE CONTRACTOR SCALE THE DRAWINGS IN ORDER TO DETERMINE ACTUAL DIMENSIONS FOR CONSTRUCTION.
14. PROVIDE GALVANIC ISOLATION OR OTHER MEANS OF ISOLATION BETWEEN DISSIMILAR METALS.
15. ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN COMMON USE, ARCHITECT WILL DEFINE INTENT OF ANY IN QUESTION.
Ir- Al i rWnP FORRIC'ATED ITEMS SHALL NOT BE FABRICATED FROM ANY DIMENSIONS OTHER THAN ACTUAL EXISTING FIELD DIMENSIONS.
BUTTE
COUNTY
MAR 212017
DEVELOPMENT
SERVICES
`Cc h e �'
Overall Site Minimum erosion and sediment controls for projects
disturbing less than one acre.
All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet during a
rain event there shall be no tracking of soils onto the street.
Wattles installed properly behind curb or sidewalks.
Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site.
Internal filters placed inside each drain inlet.
Trash bars across the back of all drain inlets.
Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or
erosion control blankets may be used for this application). .
Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets
may be used for this application).
All paint, fuel, construction products, etc. shall be stored in a covered location away from sidewalks and
storm drain inlets.
Portable chemical toilets, if provided on the site, must be kept off of streets and sidewalks and at least 50'
from the nearest storm drain inlet.
All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets,
cleaning material containers, etc. come in contact with any rainfall or storm water runoff.
Provide a designated area for concrete washout. Straw bales lines with visqueen may be used for this
application.
Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets.
After installation of the above items is complete a maintenance program needs to be developed to insure
the continued effectiveness of your BMP's.
PROJECT DESCRIPTION
R'E`PROJ E C V
• ENCLOSING PART OF THE GARAGE INTO A CONDITIONED LAUNDRY ROOM WITH A NEW WOO
RAISED FLOOR
•
C I N G A W D I I A A4
• REPLA G CHEN CABINETS, COUNTERS, APPLIANCES, AND ELECTRICAL WITH LIKE.
•REPLACI NG KITCHEN WINDOW WITH NEWiL�-fZGE-R KITCHEN WINDOW.
• REMOVING INTERIOR NON BEARING PART II ON' WALLS.
THE EXISTING HOME IS A WELL MAINTAINED CONVENTIONAL WOOD FRAMED STRUCTURE (THAT
HAS SUFFERED SOME TERMITE DAMAGE) BUILT IN 1978 IN COMPLIANCE WITH THE METHODS OF
CONSTRUCTION FOR THAT DATE. ELECTRICAL AND PLUMBING WILL BE ADDED TO THE NEW SPACES.
THE EXISTING HVAC SYSTEM WILL SERVE THE NEW CONDITIONED SPACE.
— — — — — — — — — —
6x14 RIDGE BEAM
KING POST
--,-----4x12 SUPPORT BEAM RESTS ON
WALL @ LEFT AND 4' WALL (TO
BE REMOVED) @ RIGHT
III
Ruur RAFTER Ell, P 24 O.C. -rvn
(DOES NOT REST ON 6x14 BEAM)
DECORATIVE 6x8 RAFTERS BEYOND
------BEARING WALL
(E) WALL TO BE REMOVED
FLOOR
SECTION A (EXISTING) SCALE: 1/4"=1'-0"
CONC. WALKWAY
881-011
22'-611
371-311
16'-3 10 1-9 11 - -- - - 1 T-6 --91-611-
91-011 121-011 6f-611 3101-611
6068 8040
/,.NORTH 0
SUNROOM
CONC. DRIVEWAY
TO WELL
00
DN
CD
/A
2
4020 4020 F. P 6068 i 1 40,40 30,68 16070
F o" 's
2668
-6x8 DECORATIVE RAIFTERS @ 48" O.C.
00 C]I
o
L — — -- — — — — — — — — --- — — — —
MASTER BAT
0 L — — — —
co BATH :L 6xl4_RIoGE_BEAM__
MASTER BDRM i 1 ! !I I -- - i KITCHEN -------- -
T TI
2668 FAMIILY 46 KING POST
E III( 0: DN
c
II II
0 GARAGE
TO SEPTIC 2
�
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olgLG _14
CLOSET
v
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CLOSET 4x12 SU P PO RT BEAM
it
'HVAC C?
2668 2668 r co
J: 4068 Lo
LD
CLOSET r4
HALL BATH AMP PANEL& METER
6068 --PONY WAILL
E ---150 AMP PANEL METER
2668 2668
N CLOSET
---- GAS CONNECT & METER
ENTRY
2010 6030
7
00
Lu
LIVING DINING
BEDROOM BEDROOM LDO
co V)
0
LD _j
u
31168 0
CONC.
P ORCH
C 6030 6030 PERMIT #
-7L BUTTE COUNTY DEVELOPMENT SERVICES
L ... — REVIEWED FOR
10 40 8040 1 CODE COMPLIANCE
1' 6
- ------- 121-011
71-311 12'-6' 8'-3" 5'-0" 71-6" 13'-9" DAT
EXISTING FLOOR PLAN
SCALE: 1/4"=l' -O"
- - - - - - - --- - -- - - --- - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - -- i
- - - - - - - - - - --- - - - - - - - - - - - - ---------
I --------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - -
Ruur RAFTER Ell, P 24 O.C. -rvn
(DOES NOT REST ON 6x14 BEAM)
DECORATIVE 6x8 RAFTERS BEYOND
------BEARING WALL
(E) WALL TO BE REMOVED
FLOOR
SECTION A (EXISTING) SCALE: 1/4"=1'-0"
CONC. WALKWAY
881-011
22'-611
371-311
16'-3 10 1-9 11 - -- - - 1 T-6 --91-611-
91-011 121-011 6f-611 3101-611
6068 8040
/,.NORTH 0
SUNROOM
CONC. DRIVEWAY
TO WELL
00
DN
CD
/A
2
4020 4020 F. P 6068 i 1 40,40 30,68 16070
F o" 's
2668
-6x8 DECORATIVE RAIFTERS @ 48" O.C.
00 C]I
o
L — — -- — — — — — — — — --- — — — —
MASTER BAT
0 L — — — —
co BATH :L 6xl4_RIoGE_BEAM__
MASTER BDRM i 1 ! !I I -- - i KITCHEN -------- -
T TI
2668 FAMIILY 46 KING POST
E III( 0: DN
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II II
0 GARAGE
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CLOSET r4
HALL BATH AMP PANEL& METER
6068 --PONY WAILL
E ---150 AMP PANEL METER
2668 2668
N CLOSET
---- GAS CONNECT & METER
ENTRY
2010 6030
7
00
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LIVING DINING
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u
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CONC.
P ORCH
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-7L BUTTE COUNTY DEVELOPMENT SERVICES
L ... — REVIEWED FOR
10 40 8040 1 CODE COMPLIANCE
1' 6
- ------- 121-011
71-311 12'-6' 8'-3" 5'-0" 71-6" 13'-9" DAT
EXISTING FLOOR PLAN
SCALE: 1/4"=l' -O"
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RESPONSE
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ELECTRICAL LEGEND ELECTRICAL NOTES (APPLICABLE TO NEW WORK ONLY)
WATER HEATER NOTE: 7) ELECTRICAL LIGHTING FIXTURES IN CLOTHES CLOSETS SHALL BE INSTALLED WITH A MINIMUM OF 18 INCHES CLEARANCE TO COMBUSTIBLE MATERIAL.
(E) DECORATIVE 6x8 RAFTERS BEYOND
/ SYSTEMS USING GAS OR PROPANE WATER HEATERS FOR INDIVIDUAL DWELLING UNITS SHALL 8) LIGHT FIXTURES IN TUB AND SHOWER LOCATIONS TO BE LABELED "SUITABLE FOR DAMP LOCATIONS."
INCLUDE THE FOLLOWING REQUIREMENTS:
/ \ 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER HEATER AND 9) BATHROOM FANS TO BE CONTROLLED WITHAHUMIDISTATCONTROLCAPABLEOFADJUSTINGBETWEENARELATIVEHUMIDITYRANGEOF50%TO 80%.
2"x6" LEGS TO KING POST w/ %
(4) 2 1/2" SDS SCREWS EA. SIDE (N) 2x6 @ 16" o.c. WALL /ACCESSI BLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 10) FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16" IN ANY DIMENSION
SHALL NOT BE SUPPORT BY HE SCREW HELL OF MP
N 3x6x1 4 HSS BEAM CATEGORY III OR IV VENT OR ATYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE ED T 5 E S ALA HOLDER. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING PADDLE FANS.
( ) / N SUBFLOOR TO MATCH E � - E GARAGE KITCHEN
/ WALL TO REMAIN TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED 11) NO WALL SPACE SHALL BE MORE THAN 6 FEET FROM A RECEPTACLE OUTLET. KITCHEN COUNTERTOPS WIDER THAN 12 INCHES SHALL BE PROVIDED WITH A RECEPTACLE
3 x9 x1/4 FILLET WELD PLATES w/(2) 112"'_Z
/2" (N)2x6JOISTS @16"-, I %CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE
OUTLET (ARTICLE 210 52).
3i�5 TO TOP PLATES o.c. TYP fE) SUBFLOOR
���.' '� _- -_-- — -- - -_ INSTALLED WATER HEATER AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE
_ 1 I ) 1 ( I l I 1 ' 12) ALL BATH, UTILITY, AND EXTERIOR ELECTRICAL OUTLETS TO BE ON GFCI CIRCUITS.
�J �,�I et',Ica %GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR
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u �!�' U 0_ AI \_U '�A��LIBRARIES DENS BEDROOMS SUNROOMS RECREATION ROOMS CLOSETS, HALLWAYS, N
J ET , H LL S, LAU DRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED
R-21 BATT - (E) 2x6 RIM COMBINATION -TYPE ARC -FAULT CIRCUIT INTERRUPTER, INSTALLED TO PROVIDE PROTFCTION OF THE ENTIRE BRANCH CIRCUIT.
INSULATION TYP.
C \-- (E) 2x6 MUDSILL % 14) ALL GFCI OUTLETS TO COMPLY WITH 2016 CEC ART. 210.52.
SIMPSON U26 TYP.
( (E) FLOOR FRAMING
- 15) MIN. OF TWO 20 AMP BRANCH CIRCUIT DEDICATED TO ALL OUTLETS IN UTILITY, LAUNDRY & BATHROOMS C'`TLETS. NO OTHER OUTLETS ON DEDICATED CIRCUIT(S).
(N) 2x6 LEDGER ATTACHED TO UNCHANGED
(E) RIM w/f2) 16'd @ 16" o.c.
-- ---(E) CONC. STEM WALL
16) ALL OTHER OUTLETS TO SHARE CIRCUITS ON A PER ROOM BASIS. MINIMUM OF ONE CIRCUIT PER ROOM, MORE FOR LARGE ROOMS.
-(N) 2x6 LEDGER ATTACHED TO
---- --(E) BEARING WALL
I I (N) WAIL w/ (2) 16'd @ 16" o. c. &FOOTING
E CONC. SLAB UNCHANGED x
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' SECTION B(PROPOSED) SCALE: 1/4"=1'-0" (
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17) ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES THROUGHOUT SHALL BE TAMPER-RESISTANT.
18) PROVIDE TWO OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN LAUNDRY AND SIMILAR AREAS TO SERVE ALL WALL
AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS.
19) USE COPPER WIRE THROUGHOUT,
20) ALL EXTERIOR DEVICES AND FITTINGS TO BE WEATHERPROOF.
21) ELECTRICAL OUTLETS AND DEVICES ON EITHER SIDE OF ROOM WALLS TO BE SEPARATE BY AT LEAST ONE STUD TO REDUCE SOUND TRANSMISSION, UNLESS SPECIFICALLY
DIRECTED OTHERWISE.
22) GROUND ELECTRICAL SYSTEM W/ COPPER GROUNDING R.D & BOND TO GAS & WATER PIPES.
23) DRAWINGS ARE SCHEMATIC BY NATURE. ADJUSTMENTS TO BE MADE TO SUIT FIE - CONDITIONS AS NEEDED.
4) UMINARY FIXTURES A NT O COMPLY WITH MANDATORY ENERGY IGHTING REQUIREMENTS (TITLE 24 ENERGY CALCULATIONS MF -1R) AND 2016 CALIFORNIA
ENER DES MAND ORY FE Vt?�gf V
25) REQUIRED SMOKE AND CARBON MONOXIDE ALARMS TO BE FIELD VERIFIED.
26) ALL OUTDOOR LIGHTING PERMANENTLY MOUNTED TO BE:
HIGH EFFICACY LUMINARIES
CONTROLLED BY A MANUAL ON AND OFF SWITCH AND
CONTROLLED BY A PHOTOCELL AND MOTION SENSOR OR
PHOTO CONTROL OR
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ENERGY MANAGEMENT CONTROL SYSTEM
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6) ALL FLUORESCENT LIG;ITS TO BE 100% RANGE DIMMING HIGH FREQUENCY 30 KH7 MIN. EALLAST.
WATER HEATER NOTE: 7) ELECTRICAL LIGHTING FIXTURES IN CLOTHES CLOSETS SHALL BE INSTALLED WITH A MINIMUM OF 18 INCHES CLEARANCE TO COMBUSTIBLE MATERIAL.
(E) DECORATIVE 6x8 RAFTERS BEYOND
/ SYSTEMS USING GAS OR PROPANE WATER HEATERS FOR INDIVIDUAL DWELLING UNITS SHALL 8) LIGHT FIXTURES IN TUB AND SHOWER LOCATIONS TO BE LABELED "SUITABLE FOR DAMP LOCATIONS."
INCLUDE THE FOLLOWING REQUIREMENTS:
/ \ 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER HEATER AND 9) BATHROOM FANS TO BE CONTROLLED WITHAHUMIDISTATCONTROLCAPABLEOFADJUSTINGBETWEENARELATIVEHUMIDITYRANGEOF50%TO 80%.
2"x6" LEGS TO KING POST w/ %
(4) 2 1/2" SDS SCREWS EA. SIDE (N) 2x6 @ 16" o.c. WALL /ACCESSI BLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 10) FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16" IN ANY DIMENSION
SHALL NOT BE SUPPORT BY HE SCREW HELL OF MP
N 3x6x1 4 HSS BEAM CATEGORY III OR IV VENT OR ATYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE ED T 5 E S ALA HOLDER. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING PADDLE FANS.
( ) / N SUBFLOOR TO MATCH E � - E GARAGE KITCHEN
/ WALL TO REMAIN TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED 11) NO WALL SPACE SHALL BE MORE THAN 6 FEET FROM A RECEPTACLE OUTLET. KITCHEN COUNTERTOPS WIDER THAN 12 INCHES SHALL BE PROVIDED WITH A RECEPTACLE
3 x9 x1/4 FILLET WELD PLATES w/(2) 112"'_Z
/2" (N)2x6JOISTS @16"-, I %CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE
OUTLET (ARTICLE 210 52).
3i�5 TO TOP PLATES o.c. TYP fE) SUBFLOOR
���.' '� _- -_-- — -- - -_ INSTALLED WATER HEATER AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE
_ 1 I ) 1 ( I l I 1 ' 12) ALL BATH, UTILITY, AND EXTERIOR ELECTRICAL OUTLETS TO BE ON GFCI CIRCUITS.
�J �,�I et',Ica %GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR
\ i
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- _ ————- —
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u �!�' U 0_ AI \_U '�A��LIBRARIES DENS BEDROOMS SUNROOMS RECREATION ROOMS CLOSETS, HALLWAYS, N
J ET , H LL S, LAU DRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED
R-21 BATT - (E) 2x6 RIM COMBINATION -TYPE ARC -FAULT CIRCUIT INTERRUPTER, INSTALLED TO PROVIDE PROTFCTION OF THE ENTIRE BRANCH CIRCUIT.
INSULATION TYP.
C \-- (E) 2x6 MUDSILL % 14) ALL GFCI OUTLETS TO COMPLY WITH 2016 CEC ART. 210.52.
SIMPSON U26 TYP.
( (E) FLOOR FRAMING
- 15) MIN. OF TWO 20 AMP BRANCH CIRCUIT DEDICATED TO ALL OUTLETS IN UTILITY, LAUNDRY & BATHROOMS C'`TLETS. NO OTHER OUTLETS ON DEDICATED CIRCUIT(S).
(N) 2x6 LEDGER ATTACHED TO UNCHANGED
(E) RIM w/f2) 16'd @ 16" o.c.
-- ---(E) CONC. STEM WALL
16) ALL OTHER OUTLETS TO SHARE CIRCUITS ON A PER ROOM BASIS. MINIMUM OF ONE CIRCUIT PER ROOM, MORE FOR LARGE ROOMS.
-(N) 2x6 LEDGER ATTACHED TO
---- --(E) BEARING WALL
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E CONC. SLAB UNCHANGED x
-7'N) 2x6 P.T. MUDSILL
�---FLOOR ATTACHED TO (E) SLAB w/
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' SECTION B(PROPOSED) SCALE: 1/4"=1'-0" (
NEW FLOOR (E) -FLOOR' -___----_--1— 1=0
0
0
17) ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES THROUGHOUT SHALL BE TAMPER-RESISTANT.
18) PROVIDE TWO OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN LAUNDRY AND SIMILAR AREAS TO SERVE ALL WALL
AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS.
19) USE COPPER WIRE THROUGHOUT,
20) ALL EXTERIOR DEVICES AND FITTINGS TO BE WEATHERPROOF.
21) ELECTRICAL OUTLETS AND DEVICES ON EITHER SIDE OF ROOM WALLS TO BE SEPARATE BY AT LEAST ONE STUD TO REDUCE SOUND TRANSMISSION, UNLESS SPECIFICALLY
DIRECTED OTHERWISE.
22) GROUND ELECTRICAL SYSTEM W/ COPPER GROUNDING R.D & BOND TO GAS & WATER PIPES.
23) DRAWINGS ARE SCHEMATIC BY NATURE. ADJUSTMENTS TO BE MADE TO SUIT FIE - CONDITIONS AS NEEDED.
4) UMINARY FIXTURES A NT O COMPLY WITH MANDATORY ENERGY IGHTING REQUIREMENTS (TITLE 24 ENERGY CALCULATIONS MF -1R) AND 2016 CALIFORNIA
ENER DES MAND ORY FE Vt?�gf V
25) REQUIRED SMOKE AND CARBON MONOXIDE ALARMS TO BE FIELD VERIFIED.
26) ALL OUTDOOR LIGHTING PERMANENTLY MOUNTED TO BE:
HIGH EFFICACY LUMINARIES
CONTROLLED BY A MANUAL ON AND OFF SWITCH AND
CONTROLLED BY A PHOTOCELL AND MOTION SENSOR OR
PHOTO CONTROL OR
SUNROOM UNDER SEPARATE PERMIT---\ ASTRONOMICAL
E CLOCK OR
ENERGY MANAGEMENT CONTROL SYSTEM
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PAGE. EXISTING AND REPLACED ELECTRICAL IS
NOT SHOWN.
NOTE:
WATER HEATERS SHALL BE STRAPPED TO THE
BUILDING WITH AT LEAST TWO STRAPS TO
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PROPOSED WEST ELEVATION ( )
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PROPOSED SOUTH ELEVATION
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PROPOSED NORTH ELEVATION
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PROPOSED WEST ELEVATION
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2016 CALGreen Residential Mandatory Measures
This checklist applies to newly constructed buildings, additions or alterations of existing residential
buildings where the addition or alteration increases the building's conditioned area, volume, orsize.
The requirements shall only apply to and or within the specific area of the addition or alteration.
(2016 CGBSC 301.1.1) _
***Note 2016 CGBSC 301.1.1: On and after 11112014, residential buildings undergoing permitted
alterations, additions or improvements shall replace noncompliant plumbing fixtures with water -
conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of
certificate of final completion, certificate of occupancy or final permit approval by the local building
department.
Feature or Measure Required
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A plan is developed and implemented to manage storm water drainage during
construction. CGBSC 4.106.2.
Construction plans shall indicat3 how the site grading or drainage system will manage
all surface water flows to keep water from entering buildings CGBSC 4.106.3.
Provide capability for electric vehicle charging in one and two-family dwellings and in
townhouses with attached private garages; and 3 percent of total parking spaces, as
specified, for multifamily dwellings.
Building meets or exceeds the requirements of the California Building Energy
Standards. CGBSC4.201.1.
PSI! III
�y Water closets. The effective flush volume of all water closets shall not exceed 1.28
gpf. Tank -type water closets shall be certified to the performance criteria of the U.S.
EPA WaterSense Specification for Tank -type Toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite,
average flush volume of two reduced flushes and one full flush.
Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125gpf
and floor mounted or other urinals shall not exceed 0.5 gpf. _
mmSingle showerheads. Showerheads shall have a max. flow rate of not more than 2.0
gpm at 80 psi. Showerheads shall be certified to the performance criteria of the U.S.
EPA WaterSense Specification for Showerheads.
Multiple showerheads serving one shower. When a shower is served by more than
one showerhead, the combined flow rate of all the showerheads and/or other shower
' or the shower
exceed 2.0
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single valve shall not !
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outlets control,
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shall be designed to allow only one shower outlet to be in operation at a time.
Residential lavatory faucets. The max. flow rate of residential lavatory faucets shall
not exceed 1.2 gpm at 60 psi. The min, flow rate of residential lavatory faucets shall
not be less than 0.8 gpm at 20 psi.
Metering faucets. Metering faucets when installed in residential buildings shall not
deliver more than 0.25 gallons per cycle.
Kitchen faucets. The max. flow rate of kitchen faucets shall not exceed 1.8 gpm at 60
psi.
2016 CALGreen Residential Mandatory Measures Checklist (cont°(j)
Feature or Measure Required
dtdoia' UW' C304 Vi'
New residential developments with an aggregate landscape area equal to or greater
than 500 sq ft shall comply with one of the following options:
I. A local water efficient landscape ordinance or the current California Department
of Water Resources Model Water Efficient Landscape Ordinance (MWELO),
whichever more stringent; or
2. Projects with aggregate landscape areas less than 2,500 sq ft may comply with
the MWELO Appendix D Prescriptive Compliance Option.
Rodent proofing. Annular spaces around pipes, electric cables, conduits, or other
openings in sole/bottom plates at exterior walls shall be protected against the passage
of rodents by closing such openings with cement mortar, concrete masonry or similar
method acceptable to the enforcing agency.
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Recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous
construction and demolition waste in accordance with one of the following:
1:- Comply -with -a-more-stringent local construction--and-demolition-waste---- --
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management ordinance; or
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2. A construction waste management plan, per Section 4.408.2; or
3. A waste management company, per Section 4.408.3; or
4. The waste stream reduction alternative, per Section 4.408.4.
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O&M Manual: An operation and maintenance manual shall be available in the building
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at the time of final ins ection.
Recycling by Occupants: Where 5 or more multifamily dwelling units are constructed
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on a building site, provide readily accessible area(s) that serves all buildings on the
site and is identified for the depositing, storage and collection of non -hazardous
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materials for recycling, including (at a minimum) paper, corrugated cardboard, glass,
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plastics, organic waste, and metals, or meet a lawfully enacted local recycling
ordinance, if more restrictive. See exception for rural jurisdictions.
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Any installed gas fireplace shall be direct -vent sealed -combustion type. Any installed
woodstove or pellet stove shall comply with U.S EPA New Source Performance
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Standards (NSPS) emission limits as applicable, and shall have a permanent label
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indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and
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fireplaces shall also comply with applicable local ordinances.
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Duct openings and other related air distribution component openings shall be covered
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during construction.
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Adhesives, sealants and caulks shall be compliant with VOC and other toxic
compound limits
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Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking
compounds shall comply with statewide VOC standards and other requirements.
Paints, stains and other coatings shall be compliant with VOC limits 4.504.2.2
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2016 CALGreen Residential Mandatory Measures Checklist (cont'd)
Feature or Measure
Required
Aerosol paints and coatings shall be compliant with product weighted MIR limits for
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ROG and other toxic comuounds.
Carpet and carpet systems shall be compliant with VOC limits. 4.504.3
At least 80% of floor area receiving resilient flooring shall comply with
specific VOC criteria.
Hardwood plywood, particleboard and medium density fiberboard (MDF) used on
interior or exterior of the building shall comply with formaldehyde emission
standards.
Documentation shall be provided to the City building inspector verifying that compliant
materials have been used.
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Concre;2 Slab Foundations: Vapor retarder and capillary break is installed at slab -
on -grade foundations.
Moisture content of building materials used in wall and floor framing shall not
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exceed 19% before enclosure. Moisture content shall be verified in compliance with
4.505.3.
_CGBSC
Indoor Air Quality and Exhaust (4.506)
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Bathroom exhaust fans shall be ENERGY STAR rated and ducted to terminate
outside.
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Unless functioning as a component of a whole house ventilation system, bathroom
exhaust fans must be controlled by a humidity control adjustable between a relative
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humidity range of 50% - 80%.
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Duct systems are -sized, deigned, Wndquipment is selected using the following
methods:
I. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual
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J-2011 or equivalent.
2. Size duct systems according to ANSUACCA 1 Manual D-2014 or equivalent.
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3.Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-
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2014 or equivalent.
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HVAC -system installers are trained and certified in the proper installation of HVAC
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systems.
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Special inspectors employed by the enforcing agency must be qualified and able to
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demonstrate competence in the discipline they are inspecting.
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Verification of compliance with this code may include construction
plans specifications builder or installer certification, inspection . eports, or other
methods acceptable to the enforcing agency, which show substantial conformance.
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