15110061-DPTEP
I CITY OF CUPERTINO BUILDING PERMIT I
BUILDING ADDRESS: 10260 PHAR LAP DR I INTERNATIONAL IEL IN PERMIT NO: 15110061
OWNER'S NAME: CHUNG YU-FANG AND CHOU WEI-HSIN 120731 HANFORD DR R DATE ISSUED: 11/10/2015 1
OWNER'S PHONE:
❑ LICENSED CONTRACTOR'S DECLARATION
License Class_ Lic. # (�
Contractor //G Ago g q lX6 �2 Date 4
I hereby affirm that 1 am licensed under the provisions of Chapter 9
(commencing with Section 7000) of Division 3 of the Business & Professions
Code and that my license is in full force and effect.
I hereby affirm under penalty of perjury one of the following two declarations:
I have and will maintain a certificate of consent to self -insure for Worker's
Compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
R have and will maintain Worker's Compensation Insurance, as provided for by
�`ection 3700 of the Labor Code, for the performance of the work for which this
permit is issued.
APPLICANT CERTIFICATION
I certify that I have read this application and state that the above information is
correct. I agree to comply with all city and county ordinances and state laws relating
to building construction, and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We) agree to save
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per a Cupertino Municipal Code, Section
9.18.
Signature Date 11 (L9
❑ OWNER -BUILDER DECLARATION
1 hereby affirm that 1 am exempt from the Contractor's License Law for one of
the following two reasons:
I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale (Sec.7044,
Business & Professions Code)
I, as owner of the property, am exclusively contracting with licensed contractors to
construct the project (Sec.7044, Business & Professions Code).
I hereby affirm under penalty of perjury one of the following three
declarations:
I have and will maintain a Certificate of Consent to self -insure for Worker's
Compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
I have and will maintain Worker's Compensation Insurance, as provided for by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued. .
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to the Worker's
Compensation laws of California. If, after making this certificate of exemption, I
become subject to the Worker's Compensation provisions of the Labor Code, I must
forthwith comply with such provisions or this permit shall be deemed revoked.
APPLICANT CERTIFICATION
I certify that I have read this application and state that the above information is
correct. I agree to comply with all city and county ordinances and state laws relating
to building construction, and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We) agree to save
indemnify,and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
9.I8.
CUPERTINO, CA 95014 1 PHONE NO: (408) 888-9096
JOB DESCRIPTION: RESIDENTIAL COMMERCIAL
REPAIR 2 (E) DAMAGED FLOOR BEAMS
Sq. Ft Floor Area: � Valuation: $2000
N APN Number: 32639027.00 11 Occupancy Type:
PERMIT EXPIRES IF WORK IS NOT STARTED
WITHIN 180 DAYS OF PERMIT ISSUANCE OR
180 DA S FROM LAST CALLED INSPECT Oda
Issued by:
RE -ROOFS -
All roofs shall be inspected prior to any roofing material being installed. If a roof is
installed without first obtaining an inspection, I agree to remove all new materials for
inspection.
Signature of Applicant: Date:
ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER
HAZARDOUS MATERIALS DISCLOSURE
1 have read the hazardous materials requirements under Chapter 6.95 of the
California Health & Safety Code, Sections 25505, 25533, and 25534. ➢ will
maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the
Health & Safety Code, Section 25532(a) should 1 store or handle hazardous
material. Additionally, should ➢ use equipment or devices which emit hazardous
air contaminants as defined by the Bay Area Air Quality Management District I
will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and
the Health & Safety Code, Sections 25505, 25533, and 25534. ��.,�
Owner or authorized agent: Date: t�y. . �_-
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of
work's for which this permit is issued (Sec. 3097, Civ C.)
Lender's Name
Lender's Address
ARCHITECT'S DECLARATION
I understand my plans shall be used as public records.
Licensed
Signature Date
CUPERTINO
CONST'RUCT'[ON PERMIT APPLICATION
COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 D 5 D � 0061
(408) 777-3228 • FAX (408) 777-3333 • build !no 5)..cuDertino. org
❑ NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION / TI ❑ REVISION / DEFERRED ORIGINAL PER-N,HT
PROJkCf ADDRESS � � � APN
O\i?JER NAIL CH®L4 /� ���- `� ?HON$, - E•u e Ii
STREET ADDRESS I 0 )--b (2m�_-��, CITY, STATE, ZIP�U P 'A^ C I FAX
L BUJ
Tv COTACT NAME PH01 /r , C 1
�t �V
E•N,AII /� t n/ (� IrJ
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�AX
1 IVA J
f l V (/• un')
STREET ADDRESS
CITY, STATE, ZTP
T
011T=R ❑. OWI�TR-BUILDER ❑ CW1ZR AGENT CONTRACTOR ❑ CON77AACTORAGTf ❑ ARC=CT ❑ FNGL\=- ?, ❑ D1_LOP3 ❑ T-_TAh-r
CONTRACTOR NAME G LICENSE NUl✓,BER 4 n.��/ I LICENSE TYPE
BUS. LIC 9
COl ff ANY NAD4E �( k- r, K i Kt I E-M S1L
FAX
STREET ADDRESS CITY, STATE, ZIP
PHONE
A.RCHITECPrNGINEER NAYM LICENSE NUl'=R.
BUS. LIC R
COMPANY NAME I E-MAIL
FAX
STREET ADDRESS I CITY, STATE, ZIP
I PHONE
DESCRIPTION OF WORK
EXISTING USE PROPOSED USE CONSTR. TYPE 9 STORIES
USE
TYPE
OCC.
SQ.FT.
VALUATION (S)
EXLsTG
NEW FLOOR
DEMO TOTAL
AREA
AREA
AREA NET AREA
BATHROOM
KITCHEN OTHER
P MODELAREA
REMODEL AREA REMODELAREA
PORCH AREA
DECK AREA
TOTAL DECKIPORCII A 11A
GARAGE AREA: DETACH
El ATTACH
TDRELLAGUKrfS:
15ASECONDUNIT ❑YES
SECOND STORY ❑YES
BEING ADDED? ❑NO
ADDITION? ❑NO
PRE•.t°PLICATION ❑'icS IF YES, PROVIDE COPY OF
IS THE BLDG AN ❑ YES
I\ bB] 4 5 ''• it r
TOTAL VALUATION:
PL.i>7RNGAPPL4 F, N'O PLANNIN'GAPPROVAL LETTER
EICHLERHOME? ❑No
By my signature below, I certify to each of the following: I am the property owner or authori ed went to act on the prop-., owner's behal . I have read this
application and the information I have provided is correct. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local
ordinances and state lours relating to building construe �,horiu representatives'of Cupertino to enter the above -id propery for inspection pwposes.
/ntine
Signature of Applicant/Agent: �_/ Date: Dd U
SUPPLEMENTAL INFORMATION REQUIRED
�- .- -' ,r �'> -
r�� , PLA,c>cx�aE :1���ovr�csLrr�
r eta-r:°�.c��'•, yt"
New SFD or Multifamily dwellings: Apply for demolition permit for
existing- buildina(s). Demolition permit is required prior to issuance of building
u ��
O\�R Tfi1:COL'�TER
�� � w;�
BUILLDL\GPL RE�ZEGVh
� 841 ft-�
for building.
�� �� ��
�
�I�F�
permit new
Commercial Bldgs: Provide Hazardous Materials Disclosure
s ��
BARD ti
�. t;z.
,,-
usl
a completed
r
J. 1`Za;4�5�3--�.�r
orm if any Hazardous Materials abei re no used as part of this project.
EST
�
c r �oRT�s r
h Planning prior to���`
Copy of Planning Approval Letter or Meeting with g p
Cl2A70R --t-Tt'ii]
` r
,"
_
submittal of Building Permit application.
.,,,.,
SERER ISI'Ri*CT -
N
Bldg.4pp_2011.doc revised 06121111
CUPlERTUNO
MOO IOXIDE ALA{; S
nW E�. CEZ- FICA-1 E OF CO PL ANCE
COMMUNITY DEVELOPMENT DEPARTMENT o BUILDING DIVISION
10300 TORRE AVENUE o CUPERTINO, CA 95014-3255
cl F L�
P05
(408) 777-3228 o FAX (408) 777-3333 ^ building(okupertino.ora
T Permit NTT. �J
Address /�Z6� ��1a�' L ��-.. C� z� # off Alarms Smoke: � 7 Carbon Monoxide: 3
PERMIT CANNOT BE )F1INALED AND COMPLETED UNTIL TMS C)ERTIlFICATR
FIAS B EEN AND HELLM , TO 'gHIE 1BUILDfNO DIVISION
PURPOSE
This affidavit is a self -certification for the installation of all required Smoke and Carbon Monoxide Alarms for
compliance with 2013 CRC Section R314, 2013 CBC Sections 420.6 and 907.2.11.2 where no interior access for
inspections are required.
GENERAL INFORMATION
Existing single-family and multi -family dwellings shall be provided with Smoke Alarms and Carbon
Monoxide alarms. When the valuation of additions, alterations, or repairs to existing dwelling units exceeds
$1000.00, CRC Section R314 and CBC Sections 907.2.11.5 and 420.6 require that Smoke Alarms and/or Carbon
Monoxide Alarms be installed in the following locations:
AREA
SMOKE ALARM
CO ALARM[
Outside of each separate sleeping area in the immediate vicinity of the
bedroom(s)
X
X
On every level of a dwelling unit including basements
X
X
Within each sleeping room
X
Carbon Monoxide alarms are not required in dwellings which do not contain fuel -burning appliances and that
do not have an attached garage. Carbon monoxide alarms combined with smoke alarms shall comply with
CBC Section 420.6 and shall be approved by the Office of the State Fire Marshal.
Power Supply: In dwelling units with no commercial power supply, alarm(s) may be solely battery operated.
In existing dwelling units, alarms are permitted to be solely battery operated where repairs or alterations do
not result in the removal of wall and ceiling finishes or there is no access by means of attic, basement or crawl
space. Refer to CRC Section R314 and CBC Sections 907.2.11.4 and 420.6.2. An electrical permit is required for
alarms which must be connected to the building wiring.
As owner of the above -referenced property, I hereby certify that the alarm(s) referenced above has/have been
installed in accordance with the manufacturer's instructions and in compliance with the California Building
and Califon-da Residential Codes. The alarms have been tested and are operational, as of the date signed
below.
t have read and agree to comRiv with the terms and conditions of this statement
Ovirer far Owner Agenrs) Name: f
��b4►/� ........................................................................ i
1, Si nafure.............. Date: /.�J.l. .
Eon(ractor N/am.Eye �f + �g�2 �20
(nlo(k,� Lv►ho vwdiml 114A. 1H SiaQature.....................................................................Lic. ..:7 ...Date:................... j
Smoke and CO form.doc remised 03118114
CITY OF CUPIERTBIVO
F"Rffo FEE ESTIMATOR — BYJIY.DYIiTG ➢➢gWSYOIY
ADDRESS: 10260 Phar Lap Dr
DATE: 11/10/2015
REVIEWED BY: Paul
APN: 326 39 027
1BP#:
*VALUATION:
1$2,000
*PERMIT TYPE: Building Permit
PLAN CHECK TYPE: Addition
PRIMARY SFD or Duplex
USE:
PENTAMATION 1GENRES
PERMIT TYPE.
WORK
Repair 2 E dama ed floor beams
SCOPE
J
lfech. Plan Check
Plumb. Plan Check.
Elec. Plat: Check
dlech. Permit Fee:
Plumb, Permit Fee:
Elec. Permit Fee:
Other1lech..Insp.
Other Pliunh Insp,
Other Flee. Insp. C
dlech. rnsp. Fee:.
Phrmh. Insp. Fee:
Iaec, Insp, Fee:
NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School
District, etc.). These fees are based on the preliminary information available and are only an estimate. Contact the Dept for addn'l info.
FEE ITEMS (Fee Resolution .11-053 Eff 7/1/13)
FEE
QTY/FEE
MISC ITEMS
Plan Check Fee: Hourly Only? 0 Yes (j) No
$0.00
hours Plan Check, Hourly
$143.00 ISTPLNCK
Suppl. PC Fee: (F) Reg. 0 OT
0.0
hrs
$0.00
PME,Plan Check:
$0.00
Permit Fee: Hourly Only? 0 Yes E) No
$0.00
Suppl. Insp. Fee:(F) Reg. 0 OT
Q,Q I
hrs
$0.00
PME.Unit Fee:
$0.00
PME Permit Fee:
$0.00
C"ons&uclion Tax: . T7�
A.clminiSlrative Fee:�.
0
E
Work Without Permit? 0 Yes 0 No
$0.00
Advanced Planning Fee:
$0.00
Select a Non -Residential 0
Building or Structure (01
I
Travel Doeurnerilation Fees:
Strong Motion Fee: IBSEISMICR
$0.50
= hrs Inspections
$286.00 ISTINSP Inspection, Hourly
Bldg Stds Commission Fee: IBCBSC
$1.00
SUBTOTALS:
$1.50
1 $429.00
TOTAL FEE:
$430.50
Revised: 10101/2015
L.
�'�9Q5 ER-CONSERM S PLUMBING ING RINTURES
OWNER OCRTMATE OF COMG LAMC E
COMMUNITY DEVELOPMENT DEPARTMENT ^ BUILDING DIVISION
CUPERTUH0 10300 TORRE AVENUE o CUPERTINO, CA 95014-3255
1 (408) 777-3228 • FAX (408) 777-3333 • building9cupertino.org
Owner Name
Address 1026D p a)- 0`4,D �� �ifl ( Q4 7,.Lz
1. Is your real property a registered historical site?
❑ Yes Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form.
W No Go to Question 2.
2. Does your real property have a licensed plumber certifying that, due to the age or configuration of the property or its
plumbing, installation of water -conserving plumbing fixtures is not technically feasible?
❑ Yes Civil Code Sections 1101.1 through 1101.8 do not apply.
❑ The licensed plumber's certification has been provided to the Building Division.
Skip the rest of the form and sign bottom of form.
No Go to Question 3.
3. Is water service permanently disconnected for your building?
❑ Yes Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form.
WNo Go to Question 4.
4. Is your real property built and available for use or occupancy on or before January 1, 1994?
❑ No My real property is built and available for use or occupancy after January 1, 1994.
Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form.
)9� Yes My real property is built and available for use or occupancy on or before January 1, 1994.
Civil Code Sections 1101.1 through 1101.8 apply. Check one of the three following statements and sign
bottom of form..
5. Please check ONE of the following:
My property is a single-family residential real property. See Civil Code Section 1101.4.
On and after January 1, 2014, building alterations or improvements shall require all non -compliant plumbing fixtures
to be replaced with water -conserving plumbing fixtures throughout the building. On or before January 1, 2017, all non-
compliant plumbing fixtures shall be replaced with water -conserving plumbing fixtures (regardless of whether
property undergoes alterations or improvements).
❑ My property is a multifamily residential real property. See Civil Code Section 1101.5.
On and after January 1, 2014, specified building alterations or improvements shall require non- compliant
plumbing fixtures to be replaced with water -conserving plumbing fixtures.
On or before January 1, 2019, all non -compliant plumbing fixtures shall be replaced with water -
conserving plumbing fixtures throughout the building (regardless of whether property undergoes alterations or
improvements).
❑ My property is a commercial real property. See Civil Code Section 1101.5.
On and after January 1, 2014, specified building alterations or improvements shall require non- compliant
plumbing fixtures to be replaced with water -conserving plumbing fixtures.
On or before January 1, 2019, all non -compliant plumbing fixtures shall be replaced with water- conserving
plumbing fixtures throughout the building (regardless of whether property undergoes alterations or improvements).
I, as the owner or owner's agent of this property, certify under penalty of perjury that non -compliant plumbing fixtures will he
replaced prior to date specified above with water -conserving plumbing fixtures in accordance with Civil Code Sections 1101.1
through 1101.8, the current California Plumbing Code and California Green Building Standards Code, and tnanufactureer's
installation requirements, and that the water -conserving plumbing fixtures comply with the requirements as indicated in the
table on the following page.
H Owner or Owner Agent's Signature: . / z - Date: / 41-;14 /5 II
Upon completing and signing this C ificate, pleas eturn it to dVyuilding Division in order to final your building permit.
SB407 2015.doc revised 0826115
STRUCTURAL CALCULATIONS
Floor Beam Ren�i;r O �V
10260 Phar Lap r,
Cupertino, CA
D-1 DESIGN CRITERIA
FB-1 FLOOR FRAMING DESIGN
JF L SSlp�� l/
No. S 4210
Exp.6/30/16
IV,
A
PREPARED BY:
RCUSA CORPORATION
2050 CONCOURSE DRIVE, 450
SAN JOSE, CA 95131-1892
TEL (408) 892-7680
FAX (408) 321-9987
RCUSA CORPORATION
Date : 11/01/15
DESIGN CRITERIA
ROOF LOADING:
ROOFING
PLYWOOD
2x RAFTER @24" OC
BEAM
CEILING JOIST@24" OC
CEILING
INSULATION
DEAD LOAD
LIVE LOAD
Sheet No. D -1
Prepared By: JCT Project No.
CODE: 2013 C.R.C.
2xRAFTER
BEAM
CEILING JST CEILING BEAM
W/ CEIL'G
3.5
3.5
- -PSF
1.5
1.5
- -PSF
1.5
1.5
- -PSF
-
1.5
- 1.5 PSF
1.5
1.5
1.5 1.5 PSF
2.0
2.0
2.0 2.0 PSF
1.0
1.0
1.0 1.0 PSF
11.0
12.5
4.5 6.0 PSF
20.0
20.0
10.0 10.0 PSF
TOTAL LOAD 31.0 32.5 14.5 16.0 PSF
SIDING WALL WT= 10 PSF
ROOF DEAD LOAD FOR SEISMIC USE 13 PSF
FLOOR LOADING:
FL JST
FL BM
FINISH
1.0
1.0
PSF
3/4" PLYWOOD
2.5
2.5
PSF
2x JOIST@16" OC
4.0
4.0
PSF
BM
-
2.0
PSF
CEILING
2.0
2.0
PSF
INSULATION
-
-
MISC
0.5
0.5
PSF
DEAD LOAD
10.0
12.0
PSF
LIVE LOAD
40.0
40.0
PSF
TOTAL LOAD
50.0
52.0
PSF
FLOOR DEAD LOAD FOR SEISMIC USE 12 PSF
RCUSA CORPORATION
DATE: 11/02/15 BY: JCT
>FLOOR FRAMING DESIGN:
DESIGN RF D.L. = 12.5
PSF
DESIGN RF L.L. = 20
PSF
WALL WT = 10
PSF
8x12 FLOOR BEAM SPAN 11'4"
CLEAR SPAN (L) =
11.33
FT
ROOF SPACING (S) =
4.0
FT
FLOOR SPACING (S) =
11.00
FT
W(T.L.) = T.L.x S + W(WALL)=
792.0
PLF
M(T.L.) = WxL^2 / 8 =
12709
FT -LB
R(T.L.) = W x L / 2 =
4487
LBS
DEFLECTION (D) = L / 240 =
0.567
IN
S (REQ'D) = M / Fb / LDF =
138.64
INA3
A (REQ'D) = 1.5 R / Fv / LDF =
61.18
INA2
I (REQ'D) = 5 Wx L A 4 /384/E/D =
304.91
IN-4
6x10 FLOOR BEAM SPAN 8'-4"
CLEAR SPAN (L) =
8.33
FT
ROOF SPACING (S) =
6.0
FT
FLOOR SPACING (S) =
8.00
FT
W(T.L.) = T.L.x S + W(WALL)=
683.0
PLF
M(T.L.) = WxL^2 / 8 =
5924
FT -LB
R(T.L.) = W x L / 2 =
2845
LBS
DEFLECTION (D) = L / 240 =
0.417
IN
S (REQ'D) = M / Fb / LDF =
64.63
INA3
A (REQ'D) = 1.5 R / Fv / LDF =
38.79
INA2
I (REQ'D) = 5 Wx L A 4 /384/E/D =
104.50
INA4
CHECK BEARING
8x12 BEAM
BEARING AREA= 33 INA2
WOOD BEARING= 650 PSI
BEARING CAP.= 21450
6x 10 BEAM
BEARING AREA= 25 INA2
WOOD BEARING= 650 PSI
BEARING CAP.= 16250
SHEET NO. FB-I
PROJECT NO.
DESIGN FL D.L. = 12 PSF
DESIGN FL L.L. = 40 PSF
WALL HT = 9 FT
USE 8x12 D.F.41
S = 158.20 INA3
A = 84.38 INA2
I = 889.89 IN^4
Fb(ALLOW) = 1100 PSI
Fv(ALLOW) = 110 PSI
E = 1700 KSI
L.D.F. = 1
USE 6 x10 D.F.41
S = 110.74 INA3
A = 59.06 INA2
I = 622.92 INA4
Fb(ALLOW) = 1100 PSI
Fv(ALLOW) = 110 PSI
E = 1700 KSI
L.D.F. = 1
Sz N
U1REMENU
VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE
14
1,
CONDITIONS BEFORE STARTING WORK. NOTIFY THE ENGINEER
IMMEDIATELY OF ANY DISCREPANCIES.
2.
CONFLICTS: NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE
OVER THE GENERAL NOTES AND TYPICAL DETAILS IN CASE OF CONFLICT.
15
3,
CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE
REQUIREMENTS OF THE 2013 CALIFORNIA RESIDENTIAL CODE (CRC),
4,
SUBSTITUTIONS: PROVIDE MANUFACTURER'S APPROVED PRODUCT
EVALUATION REPORTS ICBO REPORTS AND A LIST OF ALL PROPOSED
SUBSTITUTIONS TO THE ENGINEER FOR REVIEW AND WRITTEN
16
APPROVAL BEFORE FABRICATION,
5.
SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR
NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE
17
SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS.
6.
PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN
SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR
SHALL ANY STRUCTURAL MEMBER BE -CUT FOR PIPES, DUCTS, ETC.,
UNLESS SPECIFICALLY SHOWN, OBTAIN PRIOR WRITTEN APPROVAL FOR
INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC.
18
7.
EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED
CONDUIT, PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING
1 9.
PERFORMED.
8,
CONSTRUCTION LOADS: MATERIALS SHALL BE EVENLY DISTRIBUTED IF
PLACED ON FRAMED FLOORS OR ROOFS. LOADS SHALL NOT EXCEED
L
THE ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS AND THEIR
C
CONNECTIONS..
G
A
9,
CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT
DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
1
STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES OR
SEQUENCE OF CONSTRUCTION. TAKE NECESSARY PRECAUTIONS TO
MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING
2
CONSTRUCTION. NEITHER THE OWNER NOR ARCHITECT/ENGINEER
WILL ENFORCE SAFETY MEASURES OR REGULATIONS. CONTRACTOR
3
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
4
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
10.
CHANGES TO THE DRAWINGS: OBTAIN PRIOR WRITTEN APPROVAL.
OOD
5
1,
GRADE STAMPED DOUGLAS FIR/LARCH (SEE LUMBER GRADES),
2.
NAILS: COMMON WIRE UNLESS OTHERWISE NOTED. EDGE SEE NAILING NOTE BELOW'
6
THE SPACING CENTER TO CENTER OF NAILS IN THE DIRECTION OF STRESS
SHALL NOT BE LESS THAN THE REQUIRED PENETRATION, HOLES FOR NAILS,
WHERE NECESSARY TO PREVENT SPLITTING, SHALL BE BORED TO A DIAMETER
T
SMALLER THAN THAT OF THE NAIL.
3.
ANCHOR BOLTS (FOUNDATION ANCHOR BOLTS): PROVIDE 5/8 INCH
F
DIAMETER ANCHOR OR MACHINE BOLTS WITH A MINIMUM OF 7 INCHES
EMBEDMENT INTO THE CONCRETE AND WITHIN 12 INCHES OF EACH END OF
W
EACH PLATE. SPACE ANCHORS AT 48 INCHES ON CENTER U.O.N. ANCHORS
1.
SHALL BE LOCATED A MAXIMUM OF 2 INCHES FROM THE FACE OF STUD
RECEIVING WOOD STRUCTURAL PANELS, ANCHOR BOLT HOLES 1 /32 TO
2.
1 /16 INCH LARGER THAN THE ANCHOR BOLT DIAMETER. HOLES MORE THAN
3,
1 /16 INCH LARGER THAN THE ANCHOR BOLT SHALL BE EPDXY FILLED UNDER
4,
THE CONTINUOUS SUPERVISION OF A LICENSED SPECIAL INSPECTOR.
4,
BOLTS: NOT LESS THAN 7 BOLT DIAMETERS FROM THE END AND 4
DIAMETERS FROM THE EDGE OF THE MEMBER. BOLT HOLES 1 /32 TO 1 /16
5.
INCH LARGER THAN THE BOLT DIAMETER. ALL NUTS SHALL BE TIGHTENED
WHEN INSTALLED AND RE -TIGHTENED AT THE COMPLETION OF WORK OR
BEFORE CLOSING IN, THREAD PROJECTION SHALL BE 1 /16 INCH MINIMUM
BEYOND THE NUT, BOLTS IN SPECIFIED SLOTTED HOLES SHALL BE
CENTERED IN THE SLOT UON.
6
5,
LAG SCREW CLEARANCE & LEAD HOLES SHALL BE BORED AS FOLLOWS:
THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER
AS THE SHANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF
UNTHREADED SHANK, THE LEAD HOLE FOR THE THREADED PORTION SHALL
7
HAVE A DIAMETER EQUAL TO 60% TO 75% OF THE SHANK DIAMETER AND
A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION.
6.
SQUARE STEEL PLATE WASHERS (PW): ANCHOR BOLTS, BOLTS, LAGS
AND NUTS, NOTED PW, SHALL BE SQUARE STEEL PLATE WASHERS:
BOLT DIAM THICKNESS SIZE
(IN) (IN) (IN)
8
1/2 1/4 3 X 3
5/8 1/4 3 X 3
3/4 5/16 3 X 3
9.
7/8 5/16 3 X 3
1 3/8 3 1/2 X 3 1/2
SOLID BLOCKING: TWO INCH FULL WIDTH BLOCKING (FIRE STOPS) IN
CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED
SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10—FOOT INTERVALS
BOTH VERTICAL AND HORIZONTAL:
CUTTING AND NOTCHING: DO NOT CUT, BORE, COUNTERSINK OR
NOTCH WOOD MEMBERS EXCEPT WHERE SHOWN IN THE DETAILS. HOLES
THROUGH PLATES, STUDS AND DOUBLE PLATES IN WALLS SHALL FOLLOW DETAIL
5/S1.2, THE MEMBER WIDTH AND SHALL BE LOCATED IN THE CENTER OF THE
MEMBER.
PARTITIONS: DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO
JOISTS AND PROVIDE SOLID BLOCKING UNDER PARTITIONS PERPENDICULAR
TO JOISTS,
END SUPPORT: ROOF AND FLOOR JOISTS OVER 4 INCHES DEEP SHALL
HAVE THEIR ENDS HELD IN POSITION WITH EITHER:
FULL DEPTH SOLID BLOCKING;
NAILED BRIDGING;
NAILING OR BOLTING TO OTHER FRAMING MEMBERS; OR
APPROVED JOIST HANGERS,
HOT DIPPED ZINC —COATED GALVANIZING: ALL EXPOSED STEEL TIMBER
HARDWARE, FASTENERS AND CONNECTORS,
FASTENERS FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT DIPPED
ZINC —COATED GALVANIZED STEEL
UMBER GRADES DOUGLA5 FIR LARCH
OMPLY WITH PS 20, AMERICAN SOFTWOOD LUMBER STANDARD AND STANDARD
RADING RULES FOR WESTERN LUMBER. 197 MAXIMUM MOISTURE CONTENT
T TIME OF PLACEMENT,
DIMENSION LUMBER: BLOCKING ..............(2" TO 4" THICK, 2" TO 4"
& NONBEARING STUDS WIDE; STANDARD)
(10' MAXIMUM)
DIMENSION LUMBER: BEARING.................(2" TO 4" THICK, 2" TO 4"
STUDS JOISTS & RAFTERS WIDE; NO. 1)
DIMENSION LUMBER:_ ..............................(2" TO 4" THICK, 5" AND
STUDS, BLOCKING, WIDER; NO, 1)
JOISTS AND RAFTERS
BEAMS AND STRINGERS:.........................(5" AND THICKER, WIDTH MORE
THAN 2" GREATER THAN
THICKNESS; NO. 1)
POSTS AND TIMBERS:_ ..........................(5" BY 5" AND LARGER, WIDTH
NOT MORE THAN 2" GREATER THAN THICKNESS; NO.1)
HOLD DOWN POSTS: ............................NO, 1
2, FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
THE CONNECTIONS LISTED ARE THE MINIMUM PERMISSIBLE. USE COMMON
WIRE NAILS FOR ALL NAILED CONNECTIONS, WHERE POSSIBLE, NAILS
DRIVEN PERPENDICULAR TO THE GRAIN SHALL BE USED INSTEAD OF TOE NAILS. SEE
THE DRAWINGS FOR ADDITIONAL NAILING REQUIREMENTS.
ROOF:
BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL .3-8d
CEILING JOISTS TO PLATE, TOE NAIL .......::.... .......:.... ........................ 3-8d
CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS, FACE
NAIL..........................................................................3-1 Od
COLLAR TIE RAFTER, FACE NAIL OR 1/1 /4"x2OGA RIDGE RAFTER ......... ......... 3-1Qd
RAFTER TO PLATE, TOE NAIL ...................................... ,......................2-16d ..
ROOF RATERS TO RIDGE, VALLEY OR HIP RAFETRS: TOE NAIL ,..................4-16d OR
FACE NAIL ...3-16d
WALL:
BUILT—UP CORNER STUDS .................. ....... ...... ,,,....16d AT 24" OC
BUILT—UP HEADER, TWO PIECES W/ f�" SPACER ,'........ 16d AT 16" OC (ALONG EACH
EDGE)
CONTINUOUS HEADER, TWO PIECES........................................16d AT 16" OC (ALONG
EACH EDGE)
CONTINUOUS HEADER TO STUD, TOE NAIL ....................................... ..........4-8d
DOUBLE STUDS, FACE NAIL ............ ........................ ......... ........ .......... 1Od AT 24"OC
DOUBLED TOP PLATES: FACE NAIL....................................................10d AT 24"OC
DOUBLE TOP PLATES, MIN. 48" OFFSET OF END JOINTS, FACE NAIL, IN LAPPED AREA .. .................................................................................. ......._...,..........,...a-�sd
SOLE PLATE TO JOIST OR BLOCKING: FACE NAIL.... .......................... l6d AT 16" OC
SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS ...3-16d AT 16" OC
TOP PLATE TO STUD, END NAIL.,..,...... ......... ..,,........2-16d
STUD TO SOLE PLATE: TOENAIL......... ......... .............4-8d
ENDNAIL ......................... . ............................. 2-16d
TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL ...... 2-10d
1" X 6" SHEATHING TO EACH BEARING, FACE NAIL.......'.......................2-8d
1" X 8" SHEATHING TO EACH BEARING, FACE NAIL...............................2-8d
WIDER THAN 1" X 8" SHEATHING TO EACH BEARING,- FACE NAIL ........ ,3-8d
FLOOR:
JOIST TO SILL OR GIRDER, TOE NAIL ....................... .............—.3-8d
1"XS" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL ... :............... ........... .2-8d
2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL ....:......... 2-16d
RIM JOIST TO TOP PLATE, TOE NAIL (ROOF APPLICATIONS ALSO), __ 8d AT 6*'OC
2" PLANKS (PLANK & BEAM — FLOOR & ROOF) 2-16d''AT EACH BEARING
BUILT—UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 10d NAIL EACH LAYER AS
PARALLEL STRAND LUMBER (P PARALLAM BEAM SHALL COMPLY WITH FOLLOWS: 32" OC AT TOP AND BOTTOM AND STAGGERED. TWO NAILS AT ENDS AND
HE STANDARDS SET FORTH IN ICC ES REPORT NO. ESR-1387 AT EACH SPLICE
PSL BEAM AND HEADER DESIGN STRESSES: LEDGER STRIP SUPPORTING JOISTS OR RAFTERS ....... 3-16d AT EACH JOIST OR
b = 2,900 PSI, Fv = 290 PSI, E = 2,000 KSI RAFTER
OOD STRUCTURAL PANELS PANEL)
REFERENCES: PS1, PS2, APA STANDARD PRP-108, NATIONAL WHERE A SINGLE 3" NOMINAL SILL PLATE IS USED, 20d
EVALUATION SERVICE REPORT NER-108 NAILS SHALL BE SUBSTITUTED FOR 16d NAILS; AND 16d
WALL PANELS OSB OR STRUCTURAL 11 15/32 INCH 32/16 NAILS SHALL BE SUBSTITUTED FOR 10d NAILS)
i
ROOF PANELS ......... .... OSB OR STRUCTURAL II,15/32 INCH 32/16
FLOOR PANELS ....... __........... STUDD-1—FLOOR, SANDED
19/32 INCH 20 OC, T&G
(EXTERIOR EXPOSURE AT BALCONIES AND DECKS)
BLOCKING:
A) WALLS: ALL UNSUPPORTED PANEL JOINTS SHALL BE BLOCKED SOLID
WITH 3x BLOCKING
B) FLOORS & ROOFS: WHERE NOTED ON THE DRAWINGS, ALL UNSUPPORTED
PANEL JOINTS SHALL BE BLOCKED SOLID WITH 3x4 FLAT BLOCKING.
NAILING: COMMON WIRE NAILS. PANEL NAILS SHALL BE DRIVEN SO
THAT THE HEADS ARE FLUSH WITH THE SURFACE OF THE PANEL. FIELD
NAILING (FN) SHALL BE 12 INCHES ON CENTER AND THE MINIMUM PANEL
EDGE DISTANCES SHALL BE MAINTAINED.
MACHINE NAILING: SUBJECT TO A SATISFACTORY JOB SITE
DEMONSTRATION FOR THIS PROJECT AND REVIEW BY THE ENGINEER. THE
USE OF MACHINE NAILING IS SUBJECT TO CONTINUED SATISFACTORY
PERFORMANCE. PANEL NAILS SHALL BE DRIVEN SO THAT THE HEADS ARE
FLUSH WITH THE SURFACE OF THE PANEL AND THE MINIMUM PANEL EDGE
DISTANCES ARE MAINTAINED.
GLUED FLOORS: FIELD GLUE TO ALL SUPPORTS AND T&G EDGES PER
APA, AFG-01. FRAMING SHALL BE FREE OF SURFACE MOISTURE & DEBRIS
PRIOR TO GLUING.
WOOD STRUCTURAL PANELS (PANELS): WHERE ADJACENT WALLS ARE
PANELED, PANELS SHALL BE INSTALLED OVER AND UNDER OPENINGS,
7, CUT STEEL WASHERS: FOR BOLTS, LAGS AND NUTS, UON, NAILING
8. FRAMING CONNECTORS: PER MANUFACTURER'S APPROVED PRODUCT 1. ALL NAILING SHALL BE COMMON WIRE NAILS AND FOLLOW THIS TABLE:
EVALUATION REPORTS ICC APPROVED AND INSTALLED ACCORDINGLY. SIZ DIAMETER WIRE PENETRATION
SIZE AND NUMBER OF NAILS TO BE MAXIMUM SPECIFIED BY THE PENNY INCHES GAGE INCHES
MANUFACTURER LION. 8d 0.113 10-1/4 1-5/8
9. NAILED/SCREWED HOLD DOWN ANCHORS: INSTALL PER 100.128 9 1-7/8
MANUFACTURER'S APPROVED ICC PRODUCT EVALUATION REPORT, INSTALL 16 0.135 8 2
HOLD DOWNS 1/2 INCH MINIMUM ABOVE THE PLATE TO ALLOW FOR 20d 0.192 6 2-3/8
TIGHTENING ANCHOR BOLT. THE HOLD DOWN SHALL BE INSTALLED TIGHT TO
THE HOLD DOWN POST WITHOUT FILLERS OR DAPPING. DO NOT BEND HOLD PENETRA ION IS MEASURED INTO THE PIECE RECEIVING THE NAIL POINT.
DOWN ANCHORS. 1-1/2 INCHES OF PENETRATION FOR 10d AND 16d NAILS IS ACCEPTABLE
10. BOLTED HOLD DOWN ANCHORS: INSTALL PER MANUFACTURER'S FOR TOP PLATES AND DOUBLED 2X MEMBERS, WHERE THE NAIL PENETRATION
APPROVED; ICC PRODUCT EVALUATION REPORT, INSTALL HOLD DOWNS 1/2 WILL BE LESS THAN SPECIFIED, INCREASE NAIL LENGTH (SIZE:) T0.
►
OBTAIN THE PENETRATION REQUIRED FOR THE NAIL SPECIFIED.
p
TIGHTEN HOLD DOWN ANCHOR BEFORE TIGHTENING POST BOLTS, USE EXTRA
CARE IN BORING THE POST BOLT HOLES (1/32 TO 1/16 LARGER THAN THE
BOLT DIAMETER). THE HOLD DOWN SHALL BE INSTALLED TIGHT TO THE
k„ HOLD DOWN POST WITHOUT FILLERS OR DAPPING, THE POST BOLTS SHALL
00. NOT BE COUNTERSUNK INTO THE HOLD DOWN POST UON. DO NOT BEND HOLD
DOWN ANCHORS.
w^` 11, PRESERVATIVE TREATED WOOD: WOOD EXPOSED TO THE WEATHER;
FOUNDATION PLATES ON CONCRETE SLABS, FOUNDATIONS WHICH ARE IN
DIRECT CONTACT WITH EARTH SHALL BE TREATED WOOD WITH PRESERVATIVE
RETENTION AS REQUIRED FOR USE, NEWLY EXPOSED SURFACES RESULTING
FROM FIELD CUTTING, BORING OR HANDLING SHALL BE FIELD TREATED IN
ACCORDANCE WITH AWPA M-4.
uj 12. TOP PLATES: TWO PIECES, SAME SIZE AS STUDS, STAGGER SPLICES
4'-0" MINIMUM, CENTER SPLICES OVER STUDS. SPLICE WITH 10-16d
MINIMUM UON.
13. FULL —DEPTH SOLID BLOCKING OR CROSS BRACING: INSTALLED AT
um INTERVALS NOT EXCEEDING 8 FEET FOR ALL JOISTS AND RAFTERS 202
UM AND DEEPER,
0
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SITE AREA:
,«
BUILDING FLOOR AREA
FLOOR s
TOTAL.- AREA NO CHANGE
AP.: 326-39-027
ZONE:
CONSTRUCTIONOCCUPANCY- R-3LU
O.
AUTO. NO
DESIGNYEAR BUILD 1973
2013 CRC Ed.
2013 CB Ed.
t
CALIFORNIA2013 CPC Ed.
2013 •*
2013 CALIFORNIAof
FLOOR2013 CALIFORNIA GREEN BUILDING STANDARDS CODE Ed.
SHEET INDEX
GENERAL NOTES
EXISTING PLAN AND DETAILS
SCOPE OF WW.ORK li
TING DAMAG i FLOOR BEAMS
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3
4
5
6
7
8
9
10
11
12
•
1 •
i
ROOF PANELS ......... .... OSB OR STRUCTURAL II,15/32 INCH 32/16
FLOOR PANELS ....... __........... STUDD-1—FLOOR, SANDED
19/32 INCH 20 OC, T&G
(EXTERIOR EXPOSURE AT BALCONIES AND DECKS)
BLOCKING:
A) WALLS: ALL UNSUPPORTED PANEL JOINTS SHALL BE BLOCKED SOLID
WITH 3x BLOCKING
B) FLOORS & ROOFS: WHERE NOTED ON THE DRAWINGS, ALL UNSUPPORTED
PANEL JOINTS SHALL BE BLOCKED SOLID WITH 3x4 FLAT BLOCKING.
NAILING: COMMON WIRE NAILS. PANEL NAILS SHALL BE DRIVEN SO
THAT THE HEADS ARE FLUSH WITH THE SURFACE OF THE PANEL. FIELD
NAILING (FN) SHALL BE 12 INCHES ON CENTER AND THE MINIMUM PANEL
EDGE DISTANCES SHALL BE MAINTAINED.
MACHINE NAILING: SUBJECT TO A SATISFACTORY JOB SITE
DEMONSTRATION FOR THIS PROJECT AND REVIEW BY THE ENGINEER. THE
USE OF MACHINE NAILING IS SUBJECT TO CONTINUED SATISFACTORY
PERFORMANCE. PANEL NAILS SHALL BE DRIVEN SO THAT THE HEADS ARE
FLUSH WITH THE SURFACE OF THE PANEL AND THE MINIMUM PANEL EDGE
DISTANCES ARE MAINTAINED.
GLUED FLOORS: FIELD GLUE TO ALL SUPPORTS AND T&G EDGES PER
APA, AFG-01. FRAMING SHALL BE FREE OF SURFACE MOISTURE & DEBRIS
PRIOR TO GLUING.
WOOD STRUCTURAL PANELS (PANELS): WHERE ADJACENT WALLS ARE
PANELED, PANELS SHALL BE INSTALLED OVER AND UNDER OPENINGS,
7, CUT STEEL WASHERS: FOR BOLTS, LAGS AND NUTS, UON, NAILING
8. FRAMING CONNECTORS: PER MANUFACTURER'S APPROVED PRODUCT 1. ALL NAILING SHALL BE COMMON WIRE NAILS AND FOLLOW THIS TABLE:
EVALUATION REPORTS ICC APPROVED AND INSTALLED ACCORDINGLY. SIZ DIAMETER WIRE PENETRATION
SIZE AND NUMBER OF NAILS TO BE MAXIMUM SPECIFIED BY THE PENNY INCHES GAGE INCHES
MANUFACTURER LION. 8d 0.113 10-1/4 1-5/8
9. NAILED/SCREWED HOLD DOWN ANCHORS: INSTALL PER 100.128 9 1-7/8
MANUFACTURER'S APPROVED ICC PRODUCT EVALUATION REPORT, INSTALL 16 0.135 8 2
HOLD DOWNS 1/2 INCH MINIMUM ABOVE THE PLATE TO ALLOW FOR 20d 0.192 6 2-3/8
TIGHTENING ANCHOR BOLT. THE HOLD DOWN SHALL BE INSTALLED TIGHT TO
THE HOLD DOWN POST WITHOUT FILLERS OR DAPPING. DO NOT BEND HOLD PENETRA ION IS MEASURED INTO THE PIECE RECEIVING THE NAIL POINT.
DOWN ANCHORS. 1-1/2 INCHES OF PENETRATION FOR 10d AND 16d NAILS IS ACCEPTABLE
10. BOLTED HOLD DOWN ANCHORS: INSTALL PER MANUFACTURER'S FOR TOP PLATES AND DOUBLED 2X MEMBERS, WHERE THE NAIL PENETRATION
APPROVED; ICC PRODUCT EVALUATION REPORT, INSTALL HOLD DOWNS 1/2 WILL BE LESS THAN SPECIFIED, INCREASE NAIL LENGTH (SIZE:) T0.
►
OBTAIN THE PENETRATION REQUIRED FOR THE NAIL SPECIFIED.
p
TIGHTEN HOLD DOWN ANCHOR BEFORE TIGHTENING POST BOLTS, USE EXTRA
CARE IN BORING THE POST BOLT HOLES (1/32 TO 1/16 LARGER THAN THE
BOLT DIAMETER). THE HOLD DOWN SHALL BE INSTALLED TIGHT TO THE
k„ HOLD DOWN POST WITHOUT FILLERS OR DAPPING, THE POST BOLTS SHALL
00. NOT BE COUNTERSUNK INTO THE HOLD DOWN POST UON. DO NOT BEND HOLD
DOWN ANCHORS.
w^` 11, PRESERVATIVE TREATED WOOD: WOOD EXPOSED TO THE WEATHER;
FOUNDATION PLATES ON CONCRETE SLABS, FOUNDATIONS WHICH ARE IN
DIRECT CONTACT WITH EARTH SHALL BE TREATED WOOD WITH PRESERVATIVE
RETENTION AS REQUIRED FOR USE, NEWLY EXPOSED SURFACES RESULTING
FROM FIELD CUTTING, BORING OR HANDLING SHALL BE FIELD TREATED IN
ACCORDANCE WITH AWPA M-4.
uj 12. TOP PLATES: TWO PIECES, SAME SIZE AS STUDS, STAGGER SPLICES
4'-0" MINIMUM, CENTER SPLICES OVER STUDS. SPLICE WITH 10-16d
MINIMUM UON.
13. FULL —DEPTH SOLID BLOCKING OR CROSS BRACING: INSTALLED AT
um INTERVALS NOT EXCEEDING 8 FEET FOR ALL JOISTS AND RAFTERS 202
UM AND DEEPER,
0
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SITE AREA:
,«
BUILDING FLOOR AREA
FLOOR s
TOTAL.- AREA NO CHANGE
AP.: 326-39-027
ZONE:
CONSTRUCTIONOCCUPANCY- R-3LU
O.
AUTO. NO
DESIGNYEAR BUILD 1973
2013 CRC Ed.
2013 CB Ed.
t
CALIFORNIA2013 CPC Ed.
2013 •*
2013 CALIFORNIAof
FLOOR2013 CALIFORNIA GREEN BUILDING STANDARDS CODE Ed.
SHEET INDEX
GENERAL NOTES
EXISTING PLAN AND DETAILS
SCOPE OF WW.ORK li
TING DAMAG i FLOOR BEAMS
OFFICE COPY
C) r--
to
Obi
N •-
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1 • !
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110/02/15
JOB No. ! !
3
4
5
6
7
8
9
10
11
12
•
1 •
p
TIGHTEN HOLD DOWN ANCHOR BEFORE TIGHTENING POST BOLTS, USE EXTRA
CARE IN BORING THE POST BOLT HOLES (1/32 TO 1/16 LARGER THAN THE
BOLT DIAMETER). THE HOLD DOWN SHALL BE INSTALLED TIGHT TO THE
k„ HOLD DOWN POST WITHOUT FILLERS OR DAPPING, THE POST BOLTS SHALL
00. NOT BE COUNTERSUNK INTO THE HOLD DOWN POST UON. DO NOT BEND HOLD
DOWN ANCHORS.
w^` 11, PRESERVATIVE TREATED WOOD: WOOD EXPOSED TO THE WEATHER;
FOUNDATION PLATES ON CONCRETE SLABS, FOUNDATIONS WHICH ARE IN
DIRECT CONTACT WITH EARTH SHALL BE TREATED WOOD WITH PRESERVATIVE
RETENTION AS REQUIRED FOR USE, NEWLY EXPOSED SURFACES RESULTING
FROM FIELD CUTTING, BORING OR HANDLING SHALL BE FIELD TREATED IN
ACCORDANCE WITH AWPA M-4.
uj 12. TOP PLATES: TWO PIECES, SAME SIZE AS STUDS, STAGGER SPLICES
4'-0" MINIMUM, CENTER SPLICES OVER STUDS. SPLICE WITH 10-16d
MINIMUM UON.
13. FULL —DEPTH SOLID BLOCKING OR CROSS BRACING: INSTALLED AT
um INTERVALS NOT EXCEEDING 8 FEET FOR ALL JOISTS AND RAFTERS 202
UM AND DEEPER,
0
40
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i
SITE AREA:
,«
BUILDING FLOOR AREA
FLOOR s
TOTAL.- AREA NO CHANGE
AP.: 326-39-027
ZONE:
CONSTRUCTIONOCCUPANCY- R-3LU
O.
AUTO. NO
DESIGNYEAR BUILD 1973
2013 CRC Ed.
2013 CB Ed.
t
CALIFORNIA2013 CPC Ed.
2013 •*
2013 CALIFORNIAof
FLOOR2013 CALIFORNIA GREEN BUILDING STANDARDS CODE Ed.
SHEET INDEX
GENERAL NOTES
EXISTING PLAN AND DETAILS
SCOPE OF WW.ORK li
TING DAMAG i FLOOR BEAMS
OFFICE COPY
C) r--
to
Obi
N •-
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1 • !
LA
110/02/15
JOB No. ! !
3
4
5
6
7
8
9
10
11
12
•
1 •
40
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SITE AREA:
,«
BUILDING FLOOR AREA
FLOOR s
TOTAL.- AREA NO CHANGE
AP.: 326-39-027
ZONE:
CONSTRUCTIONOCCUPANCY- R-3LU
O.
AUTO. NO
DESIGNYEAR BUILD 1973
2013 CRC Ed.
2013 CB Ed.
t
CALIFORNIA2013 CPC Ed.
2013 •*
2013 CALIFORNIAof
FLOOR2013 CALIFORNIA GREEN BUILDING STANDARDS CODE Ed.
SHEET INDEX
GENERAL NOTES
EXISTING PLAN AND DETAILS
SCOPE OF WW.ORK li
TING DAMAG i FLOOR BEAMS
OFFICE COPY
C) r--
to
Obi
N •-
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1 • !
LA
110/02/15
JOB No. ! !
3
4
5
6
7
8
9
10
11
12
•
1 •
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,«
BUILDING FLOOR AREA
FLOOR s
TOTAL.- AREA NO CHANGE
AP.: 326-39-027
ZONE:
CONSTRUCTIONOCCUPANCY- R-3LU
O.
AUTO. NO
DESIGNYEAR BUILD 1973
2013 CRC Ed.
2013 CB Ed.
t
CALIFORNIA2013 CPC Ed.
2013 •*
2013 CALIFORNIAof
FLOOR2013 CALIFORNIA GREEN BUILDING STANDARDS CODE Ed.
SHEET INDEX
GENERAL NOTES
EXISTING PLAN AND DETAILS
SCOPE OF WW.ORK li
TING DAMAG i FLOOR BEAMS
OFFICE COPY
C) r--
to
Obi
N •-
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110/02/15
JOB No. ! !
3
4
5
6
7
8
9
10
11
12
•
1 •
OFFICE COPY
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110/02/15
JOB No. ! !
3
4
5
6
7
8
9
10
11
12
•
1 •
(E) FRONT ELEVATION
SCALE : NTS
(E)FLOOR
(E) 2xBLKG
ALONG FLOOR
BEAM TYP
--f
LPT4 Q (E)BLKG TO
STRAP AT SLICE
NEW BM TYP
WHERE OCCUR
(E) (2)-5j8" MB 4"
APART TYP
3"t
(E) FLOOR BEAM TO
BE REPLACED
EMBED INTOPOLE
CONCRETE PIER
FL BM TO OLE ®ETAI
tC) VA 3 V r L%J%Ji1 OLMIYI
TO BE REPLACED BY (E) CANTILEVER FLOOR
SAME SIZE DFPT (30 JOIST
FT)
EXISTING FLOOR PLAN
SCALE 1 /4" = 1'-O"
PLAN LEGEND. 40
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COMPLIANCE
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No, S 4210
Exp. 6/30/16'
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S-4210
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FLOOR PLAN
DATE: 110/02/15
JOB No. FCSK151020
ISSUE & REVISION
1
2
3
4
5
6
7
S
9
10
11
12
SHEET NO.
S2ml
DRAWN BY: JCT