14010061 CITY OF CUPERTINO BUILDING PERMIT
BUILDING ADDRESS: 10164 S FOOTHILL BLVD CONTRACTOR:JM CONSTRUCTION PERMIT NO: 14010061
OWNER'S NAME: JOAN THOMPSON 562 DIVISION ST DATE ISSUED:01/08/2014
OWNER'S PHONE: 4082468273 CAMPBELL,CA 95008 PHONE NO:(408)379-9852
❑ LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION:RESIDENTIAL ❑ COMMERCIAL ❑
RECONSTRUCTION REPAIRS DUE TO VEHICLE HITTING
License ClassA, t_. 1Lic..# 7 oO5(p SFDWL GARAGE TO INCLUDE ELECTRICAL
Contractor 3 M C0IV7'19LkT10Date Nh§LZft.+
I hereby affirm that I 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. Sq.Ft Floor Area: Valuation:$15000
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 APN Number:35701091.00 Occupancy Type:
permit is issued.
APPLICANT CERTIFICATION
I certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED
correct.I agree to comply with all city and county ordinances and state laws relating WITHIN 1 YS OF PERMIT ISSUANCE OR
to building construction,and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We)agree to save 180 DAY LAST CALLED INSPECTION.
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 Issued by: Date:
with all non-point source regulations per the Cupertino Municipal Code,Section
9.18. I
RE-ROOFS:
Signat D 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.
❑ OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for one of Signature of Applicant: Date:
the following two reasons: ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER
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)
1,as owner of the property,am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE
construct the project(Sec.7044,Business&Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the
California Health&Safety Code,Sections 25505,25533,and 25534. I will
I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the
declarations: Health&Safety Code,Section 25532(a)should I store or handle hazardous
I have and will maintain a Certificate of Consent to self-insure for Worker's material. Additionally,should I use equipment or devices which emit hazardous
Compensation,as provided for by Section 3700 of the Labor Code,for the air contaminants as defined by the Bay Area Air Quality Management District I
performance of the work for which this permit is issued. will maintain complia the Cuper o Municipal Code,Chapter 9.12 and
I have and will maintain Worker's Compensation Insurance,as provided for by the Health&Safety ode,Se tions 25 0 25533,and 534.
Section 3700 of the Labor Code,for the performance of the work for which this
Owner or author d agent: Date: 7
permit is issued.
1 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 CONSTRUCTION LENDING AGENCY
become subject to the Worker's Compensation provisions of the Labor Code,l must I hereby affirm that there is a construction lending agency for the performance of
forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued(Sec.3097,Civ C.)
Lender's Name
APPLICANT CERTIFICATION Lender's Address
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 ARCHITECT'S DECLARATION
indemnify and keep harmless the City of Cupertino against liabilities,judgments,
costs,and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records.
granting of this permit.Additionally,the applicant understands and will comply
with all non-point source regulations per the Cupertino Municipal Code,Section Licensed Professional
9.18.
Signature Date
CONSTRUCTION PERMIT APPLICATION
COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION �v
10300 TORRE AVENUE•CUPERTINO,CA 95014-3255 \
CUPERTINO (408)777-3228•FAX(408)777-3333•buildingCcDcupertino.org 1
❑NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION/Ti ❑ REVISION/DEFERRED ORIGINAL PERMIT#
PROJECT ADDRESS 10164 S . Foothill Blvd APN# 357-01-091
OMERnNieii McKernan /Joan Thompson PHONE 408-246-8273 E-MAIL
STREET ADDRESS 10164 S Foothill Blvd CITY,STATE,ZIP FAX
Cu ertino CA 95014
CONTACT NAME Ron Hart/Jim Edens PHONE 408-379-9852 E"MAIL
STREET ADDRESS 562 Division Street CITY,STATE, P FAX 408-379-9857
Camp ell, Ca 95008
❑OWNER ❑ OWNER-BUILDER ❑ OWNER AGENT CONTRACTOR ❑CONTRACTOR AGENT ❑ ARCHITECT ❑ENGINEER ❑ DEVELOPER ❑TENANT
CONTRACTOR NAME JM Construction LICENSE NUMBER 736056 LICENSE TYPE B BUS.LIC# 20955
COMPANY NAME JM Construction E-MAIL FAX 408-379-9857
STREETADDRESS 562 Division Street CITY,STATE,ZIP Campbell, Ca 95008 PHONE 408-379-9852
ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS.LIC#
COMPANY NAME E-MAIL FAX
STREET ADDRESS CITY,STATE,ZIP PHONE
DESCRIPTION OF WORK
Reconstruction repairs due to vehicle hitting the property
Vy �nr_ V '
EXISTING USE PROPOSED USE CONSTR TYPE #STORIES
USE TYPE OCC. SQ.FT. VALUATION(S)
EXISTG NEW FLOOR DEMO TOTAL
AREA AREA AREA NET AREA
BATHROOM KITCHEN OTHER
REMODEL AREA REMODELAREA REMODEL AREA
PORCH AREA DECK AREA TOTAL DECK/PORCH AREA I GARAGE AREA H DETACH
ATTACH
#DWELLING UNITS. IS ASECOND UNIT ❑YES SECONDSTORY OYES
BEING ADDED' ❑NO ADDITION' ❑NO
PRE-APPLICATION OYES IF YES,PROVIDE COPY OF IS THE BLDG AN ❑YES RECEIVED BY: TOTAL VALUATION:
PLANNING APPL# ❑NO PLANNING APPROVAL LETTER EICHLER HOME' ❑NO
By my signature below,I certify to each of the following: 1 am the property owner or authorized agent to act on the property owner's 4half 1 Ave read this
application and the inforon I h ded is correct. I ave read the Description of Work and verify it is accurate. I agree to comply with all applicable local
ordinances and state laws g to buil g constructi . authorize repr tatives of Cupertino to enter the above-identified property for inspection purposes.
Signature of Applicant/A2 - Date: Z�'.c.F-
SUPPLEMENTAL INFORMATION REQUIRED PLAN CHECK TYPE ROUTING SLIP
New SFD or Multifamily dwellings: Apply for demolition permit for ❑ OVER-THE-COUNTER ❑ BUILDING PLAN REVIEW
existing building(s). Demolition permit is required prior to issuance of building
permit for new building. ❑ EXPRESS ❑ PLANNING PLAN REVIEW
_Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑ STANDARD ❑ PUSLIC WORKS
Form if any Hazardous Materials are being Used as part of this project. ❑ LARGE ❑ FIRE DEPT
Copy of Planning Approval Letter or Meeting with Planning prior to ❑ MAJOR 1:1 SANITARY SEWER DISTRICT
submittal of Building Permit application.
❑ ENVIRONMENTAL HEALTH
B/dgApp_2011.doc revised 06/21/11
CITY OF CUPERTINO
FEE ESTIMATOR- BUILDING DIVISION
ADDRESS: 10164 s foothill blvd DATE: 01/08/2014 REVIEWED BY: Mendez
APN: BP#: 60& *VALUATION: $15,000
*PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration /Repair
PRIMARY SFD or Duplex PENTAMATION 1 GENRES
USE: PERMIT TYPE:
WORK reconstruction repairs due to vehicle hitting sfdwI
SCOPE
El
NOTE.This estimate does not includejees due to other Departments(i.e.Planning,Public Works,Fire,Sanitary Sewer District,School
District,etc). Theseees are based on the prelimina information available and are only an estimate. Contact the De t or addn'l info.
FEE ITEMS (Fee Resolution 11-053& L/1/13 FEE QTY/FEE MISC ITEMS
Plan Check Fee: Hourly Only? 0 Yes (E) No $0.00 1 hours Plan Check,Hourly
Suppl. PC Fee: (E) Reg. Q OT 0.0 hrs $0.00 $139.00 1STPLNcx
PME Plan Check: $0.00
Permit Fee: Hourly Only? ()Yes Q No $0.00
Suppl. Insp. Fee:(j) Reg. Q OT0,0 hrs $0.00
PME Unit Fee: $0.00
PME Permit Fee: $0.00
0
Work Without Permit? 0 Yes C) No $0.00 0
Advanced PlanninL Fee: $0.00 Select a Non-Residential E)
' Building or Structure 0toe z 1�t�t'ttjir �'t�:ai�t»t 1'��'�'.;" /
Strom Motion Fee: IBSEISMICR $1.50 =hrs Inspections
Bldg Stds Commission Fee: 1BCBSC $1.00 $556.00 1STINSP Inspection,Hourly
SUBTOTALS: $2.50 $695.00 TOTAL FEE. 1 $697.50
Revised: 01/01/2014
Revisions By
r�
N01F15
O
e prop e 'os res i enc 's e i to beons
c tructed
6H a Contractor and the architectural
' plans are based on site plans, exterior el eva-
' tions, 5cal ed floor plans and material con5truc-
„9isvra�. rz f�.c£itr�
St�,fs�s ,max �
tion spec if ication5 approved 6q the owner,
zP 1'he architectural plans are not intended to be
i
=r ,r comprehensive and it Shall be the res p �on5ibili �' z
ds
100.12'
i of the subcontractor& to notifq the Contracta- of W a
kfl2ri i F f5 : 4?ssSG3afI1 .C„ s Qi
'1an neces5a
,rrid clarifications or mod if ication5,
•
• .:: +,ft355 1e .. , 3,sf s s �s g „ � v _.
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• U) I k 'Al work connected with this project Shall be � Aco
I.AN�?ING
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�tcade �� . ... done in a profe
5sional manner iaccordance
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X
W6 the traditionallq and legallq defined "best o
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accepted practice' ' of the trade involved. > N 6
POM n001? > x 01 2
AdditionallH, all work Shall complH with appli- o "'06 g Ca
VICINIV MAP � 0
cable codes and trade standards which ern z No
� ° TC o
each phase of work, inclucl incl but not I im ited to a N W a W
° INM OP PM5 the Uniform Puildincl Code C LOD , Uniform
Mechanical Code ( UMC) , Uniform Fire Code
• M\n 51S PLAN 5H��f Al C UFC) , National electrical Code C 1\1S0 , s
FX1511NG 1` 00� PLAN5 & �L�VA110N 5H��1�A2 ..t
(F) American Concrete Institute Code C ACI) , .i . M=jt
PPOP05�P 1`1.00 PLAN5 & �L�VA110N5 5H��f A3
120 National Plumbing Code C NPC) and all applicable
o o POUNPKION & POOP FPAMING PLAN5 51-11 �1T 51
local codes and/ or IegiSlation. �•:•••
C�)l�ou� MA o P�1'AILS 5H��1"52
I uNnArv���
U) 1VV I G�N�PAI. N01�5 5111�1�1' 53 °
UNn�i?G�OUNn 1`he Contractor Shall be re5pon5ible for notif4inq the
Pe5igner of ani{ unusual or unforeseen foundation
-- -- --------------- -- I SCOPE O� WOPK; cond ition5, d i5crep anc ie5 of om i55ion5 within
•
° the plans or ani{ deviations or changes from the
PEPAIP \VICL� PAMAGZP GAWA WALL FPAMING M PLAN, plans before proceedinq with the work involved;
I1\15fAI NSW MAN POOP A1' kW WALL OF GAP461� ANP otherwise they will be considered adequate for
P OCAS 1 X4511NG MAN POOP AT L�Ff WALL OF proper
s�lvic� AJ?AG�, p p completion of the project, 1'he Contractor �
° - &hall be responsible for verifginq field I measure- U
C�)bi WWAY/� I I PPOJ�C1" P�SCPIP110N; mento before orderi materials and refa6rica-
�i pU
° ted items,
ZONING ; 0-8 �
• �UILPING OCCUPANCY ; k5/ U �
MN 357-01-091 J 'Cl'P� OF CON51�UC1'ION ; V-I3 °Adequate supervision and periodic inspection/
L . . _ . . ® . . _. . . ® . . _ . . ._ . . .� . . _ . . _ . . _ . . � . • _ . . . . _ . . _ . . � . __ . . . . � . .
100.12' %OPE5 I d uriricl the construction phase are recommended, O
L01' 51Z� 1,000 5F 111e Contractor Shall be re5pon5ible to ensure that Co
thio inspection and supervision are provided 6q Q
%LPING APIA; qualified persons, p \,
C�)
1`001Z ASA 2,180 5P ZZ
C �) GAPAG� 120 5P °1'he5e plans shall not be considered complete and
readH for construction until a buildinq permit
NOS has been issued, �
fH� FOLLOWING COP�5 ANP P�GULA110N5 E \
A5 AMMN 12 13Y fHlI 5fAS OF CAJFOPNIA ANP LOCAL �,L
JUPI5PICfION APS APPLICAf31� fO TH15 PPOJ�Cf. ° In all cases written dimensions take precedence
over scaled d imension5, P imen5 ions are to the s
CPC 2W California Puildinq Code face of Stud or face of concrete unle55 other- >
CSC 2013 California �lectrical Code wise noted. < 0
CPC201� California — U
Plumbinq Code
�ZG OF CMC 201 California Mechanical Code °Larger scale detail& take precedence over Smaller �
PAVENI W CSC 2013 California �nergq Code scale details,
CPC 2013 California Ke5idential Puildinq Code
51 FOOTIHI� 13�vp Cupertino Municipal Code °Laid out all Structural work bH referrincl to
dimmen5ion5 and elevation note& on the architec-
_ _ _ _ _ _—_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ tura) plans, no not 5cal e Structural drawings;
co
C
work detail dimensions from control)inq Surface
IE
OF 51�f points and actual material dimen5ion5, ea
o .
DF;. ,RTM-Eur 5ope finish exterior surface await from foundation.
f7fiid0
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Date
01/0 J201-
CUPERTINO scale NOTW
=j ui?ding Depatment Dmwn
JAN 0 2C1
Job
REVIEWED FOR CGDE COMPLIANCE
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Reviewed By: l Sheat
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of STeets
Revisions By
STRUCTURAL MATERIALS SPECIFICATIONS
UNLESS OTHERWISE NOTED HEREIN, STRUCTURAL MATERIALS REINFORCING STEEL: 6. Cutting, notching or drilling of studs or sawn joists is to be permitted onlyD WALL BRACING SCHEDULE(CBC2010)
SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS. 1 . Steel bars shall conform to ASTM A615 and be Grade 60 except that No. 3 as detailed by the Engineer/Architect.
and No. 4 bars used as ties or stirrups may be Grade 40. Steel bars shall not
GENERAL REQUIREMENTS: be welded. 7. All wood resting on concrete or masonry shall be pressure treated. Anchor TYPE SHEATHING EDGE WL.BOT FOUND'N A35 CLIP MINIMUM NUMBER OF A35 ALLOW
1. Contractor shall verify all dimensions, elevations, and conditions of 2. Tie wire shall be 16 black annealed and conform to ASTM A28. bolts shall be placed not more than 12" or less than 7 bolt diameter from MARK CD EXT. NAILS PLATE SILL SPACING CLIPS PER BLOCK SHEAR
g each end of a plate or from a notch and spaced at intervals noted on the
the site and existing conditions prior to commencing construction. If
gauge a NAIL'G PLATE& RIM
, » TO ANCHOR JOISTS BLK'G@ BLK'G@ BLK'G@
there are any discrepancies between the existing conditions and the 3. Wire fabric shall conform to ASTM A185. plan, but no more than 4'0" on center with a minimum of two bolts per plate.
BLK'G BOLTS 12"O.C. 16"O.C. 24"O.C.
drawings and specifications, the contractor shall notify the Owner OR RIM
8. Provide double joists under all parallel nonbearing walls. Provide steel straps 2x MIN. 2a"o.c. �
immediately in writing. In no case shall dimensions be scaled from 4. Reinforcing detailing, bending, and placing shall be in accordance with the at pipes as required b chapter 23 of CBC2010. 1 3/8"PLYWD. 8d @ 16d @ s" SILL IF
tans, sections, or details on the drawings or calculations. Concrete Reinforcing Steel Institute's "Manual of Standard Practice", latest edition. P P q Y P s" O.C. PLATE W/ 1 1 1 ["'� z
P g g O.C. 112'x10"@ APPLICABLE
GLU-LAMINATED TIMBER: a2-xlO' W ¢,
2. All constructions shall be in accordance with the 2010 California 5. Reinforcing steel shall be provided with the following dimensions of cover for 1. Materials, manufacture and quality control shall conform to U.S. product
Building Code. cast-in-place concrete: standard PS 56.
a. Concrete deposit against earth: 3"
3. All omissions and conflicts between the various elements of the b. Formed concrete exposed to earth or weather; 2. The glued laminated timber members shall be Western species provide stress ADDITIONAL SHEAR WALL NOTES: ,Z2., 9
working drawing and/or specifications shall be brought to the attention #5 bars, W31 or D31 wire and smaller: 1 values that meet or exceed the requirements for combinations 24F-V4 for -Minimum 2 Anchor Bolts Per Mudsill Segment Piece With One Bolt Located No More Than 12"or Less Than 7 Bolts w
Wi
Diameter From End rn
of the Engineer/Architect before proceeding with any work so involved. #6 bars through #18 bars: 2 simple span members and 24F-V8 for the other members. a
C: Concrete not exposed to earth or weather: -Anchor Bolts Installed At Existing Foundation Shall Have Min.7"Embedment Using Expansion Anchor Bolts ia
Or Simpson SET-XP Epoxy. w
4. The contractor shall locate and protect all existing utility lines and Slab, walls, joists 3. Moisture content shall not exceed 16%. -Plate Washers a Min Of 3"x3"x1/4"Thick Shall Be Used On Each Anchor Bolt. �r
connections including sewer, water, gas, and electric services before and #11 bars and smaller: 3/4" -Common Nails Unless Otherwise Noted. m
-12"o.c.Field Nailing Typical H u_
14 bars and 18 bars: 1 1�(" 4. Adhesives shall meet the requirements for the wet condition of service. -2x4Blockin sAtAIUnsu E-I as Cl) P
Como o
during his work. # Columns -Shear Panels&Nailing To Extend From Foundation To Floor Above And/Or To Roof Sheathing Above. Qi � > N r �
Beams,
5. No pipes, ducts, sleeves, chases, etc., shall be laced in slabs, 1 5. A certificate of Inspection indicating conformity to U.S. Product Standard PS -Studs To Be Place At Maximum Of 16"o.c a o ilo N
p p p Primary reinforcement: 1 > z � R
1 56 shall be provided for each glue laminated member. The certificate shall be -Shear Wall Length: For Inspection Purposes,Shear Wall Lengths Called Out On Plans Are The Gross Length o � a --
footing, beam, or walls unless specifically shown or noted, nor shall an Stirrups, issued by the American Institute of Timber Construction ICBO NER-QA220. A �, o m C
p Y Y p ties, spirals: 1 Measured From Outer Edge Tp Outer Edge Of Hold Doom Posts. O o
structural member be cut for pipes, ducts, etc., unless otherwise noted. copy of the certificate shall be provided to the building Official prior to erection o `� '-
Contractor shall obtain prior approval for installation or any additional 6. All reinforcing steel, anchor bolts, dowels, and inserts shall be positively m
g and e Engineer/Architect. Floor.Roof Diaohra m and Wall Double Too Plate Notes: a o to
of the framind tthEi /AhittZ
pipes, ducts, etc. secured in position prior to placing of concrete or grout. Vertical bars in g
Roof: Use 1/2 cdx plywood or OSB roof sheathing w/8d common nails at fi"/12". Plywood to apply with face grain across rafters. F--1 a a U) a u5
Masonry walls shat( be positioned as detailed and all reinforcing bar bends shall OTHER ENGINEERED TIMBER: No blocking required.
6. Contractor agrees that he shall assume sole and complete be made cold. Floor:Use 3/4"cdx
responsibility for job site conditions during the course of construction of Plywood floor sheathing w/10d common nails at 60/10". Plywood to apply with face grain across joists.
Where engineered timbers indicated on the plan (such as floor "I" joists etc.),
No blocking required.
this project, including safety of all persons andproperty; that this 7. La slices of reinforcing bars in concrete shall be class 'C' tension splices installations shall comply with manufacturer's details and specifications. Top Plates: Use min.48"splice with 20-16d common nails OR 2-Simpson ST22,one each side OR 1-Simpson ST6236
P j 9 Y p P P 9 P at all discontinued top plates or joints. :.
requirement shall apply continuously and not be limited to normal as defined in ACI 318 latest edition unless otherwise noted. Lap splices of
working hours; and that the Contractor shall defend, indemnify, and hold reinforcing bars in Masonry shall be 24" min. for no.5 0 bars or less. 1. Floor joists: Use Truss Joist 'TJI' or approved equivalent products.
2. Beams & Headers:
the Owner and Engineer/Architect harmless from any liability, real or
alleged, in connection with the performance of work on this project, 8. Dowels between footings and walls shall be the some grade, size, and spacing - LVL: Use Truss Joist 1.8E WS Microllam or approved equivalent products.
excepting for liability arising from the sole negligence of the Owner or as that of the wall .reinforcing unless otherwise noted. - PSL: Use Truss Joist 2.0E WS Parallam or approved equivalent products.
the Engineer/Architect. REINFORCED CONCRETE: PLYWOOD SHEATHING: ;
+-�'•' •
1 . Cement shall conform to ASTM C150 type II or V. Water shall be clean, 1. All wood product panels (plywood, composite, water board, oriented strand
property is protected during this operation. Any damage or changed Contractor shall take precautionary measures to ensure that all fresh, free from detrimental quantities of acids, alkalis, and organic materials. board, structural particleboard) shall comply with U.S. product standard PS 1 or
pshall comply with the American Plywood Association standards for APA Structural
conditions shall be repaired and restored to a condition equal e that 2. Aggregates for normal weight concrete shall conform to ASTM C33, maximum Use Panels, ICBO NER-209. Panels which may have any edge or surface
existing at the commencement of the work. Contractor shall restore permanently exposed to the weather or to the moisture shall be classified as
an damage at his own expense. size of aggregate shall be 1 P Y P
Y 9 P Exterior. The spacing in inches of roof and floor supports over which panels
3. Aggregates for light weight concrete shall conform to ASTM C330. are applied shall not exceed the Span rating stamped on the panels. Panels
8. Contractors shall take precautionary measures to protect all shall be identified with the appropriate grade mark of the American Plywood
unfinished exposed structural materials from any inclement weather 4. Ready-mix concrete shall be mixed and delivered in accordance with ASTM Association, the panel thickness and nailing schedule shall be as follows unless
conditions C94, otherwise noted:
9. Where a structural connection details is not shown or noted, the 5. Concrete shall have a minimum compressive strength at 28 days of 3000 psi, a. Plywood roof sheathing shall be X" OSB APA rated sheathing exposure 1
detail shall be the same as for other similar work using Simpson unless otherwise noted. using 8d common nails at 6" o.c. max. edge nailing, 12" o.c. max. field nailing.
products such as: Plywood to apply with facegrain perpendicular to framing members below,
- CCQ or ECCQ for column caps. 6. Admixtures shall comply with ASTM A94 and be of a type that increases the stagger adjacent panels by 4 feet. 1U
- CBSQ for column bases. workability Of the concrete but shall not considered to reduce the specified V
- EG, LEG, GLST etc., for saddles hangers. minimum cement content. Calcium Chloride shall not be used. b. Plywood floor sheathing shall be 3/4" CDX APA rated sheathing exposure 1
- HU for joist hangers. using 10d nails or equivalent wood screws at 6"o.c. max. edge nailing, 10" o.c. C}
- MST60 etc., for straps. 7. There shall be a minimum of 5 1h sacks of cement per cubic yard of max. field nailing. Plywood to apply with face grain perpendicular to framing 7
- H1 / A35 for roof member to top plate uplift/lateral concrete (2500 psi compressive strength). members below, stagger adjacent panels by 4 feet. --
connection respectively. lSl
- Simpson Epoxy SET-XP with all threaded rod min. 12" 8. Concrete work conforms to all requirements of ACI 301, "Specification for c. Plywood wall sheathing shall be 3/8" CDX or OSB APA rated sheathing
embedment min. for retrofitting works. structural concrete for buildings", except as modified herein. exposure 1. All plywood panels edges blocked and nailed per shear wall
schedule.
REGULATORY REQUIREMENTS: 9. Refer to the Architectural Drawings for molds, grooves, ornaments, clips, or _ ;
1. All work shall comply with applicable Federal laws, State statutes, other required elements to be cast in concrete. TOP PLATES L C
local ordinances, and the regulations of agencies having jurisdiction. 1. Use minimum 48" splice with 20-16d common nails or 2-simpson ST22, one C
The Contractor shall assume full responsibility for complying with the 10. No conduit placed in concrete slab shall have an out side diameter greater each side or 1-Simpson ST6236 at all discontinued top plates or joints. L
construction safety orders of the State Division of Industrial Safety, the than 1/3 the thickness of the slab. No conduit shall be embedded in a slab -
regulations of the Federal and State Occupational Safety and Health that is less than 3 1�(". Minimum clear distance between conduits shall not be {�
Administrations, and such other agencies governing the Contractor's acts. less than 6". 75
The contractor shall be responsible for and hold harmless the Design �/ >
hl compacted 11. All concrete shall be thoroughly be a mechanical vibrator durin
Engineer/Architect for any damages and/or penalties resulting from his 9 Y acted P 9
failure to comply with the said laws, statues, ordinances, and the operation of placing and shall be thoroughly worked around reinforcement
regulations. and embedded fixtures and into the corners of forms.
2. The design, adequacy and safety of erections bracing, shoring, 12. Concrete in contact with forms shall be cured by one of the following L -
temporary supports, etc., is the responsibility of the Contractor, and has methods to prevents premature drying of concrete for at least 7 days: (6 1U Q
not been considered by the design Engineer/Architect. The contractor is a. Application of absorptive mats or fabric kept continuously wet. �Z U
responsible for the stability of the structure prior to the application of b. Application of waterproof sheet materials conforming to ASTM C171. -
c. Application of a curing compound conforming to ASTM C309. The V O
all shear walls, roof and floor diaphragms and finished materials, and compound shall not be used on any surface against which additional concrete or V
shall provide required bracing to provide stability. other material is to• be bonded. S L
3. No alternate methods of construction or substitutions shall be allowed STRUCTURAL WOOD: > Q-
without prior approval of the Engineer/Architect. 1 . All solid framing lumber shall be Douglas Fir Larch (U.O.N.), grade marked Q 0
and conform to the standard grading and dressing rules of the West Coast - U
SITE WORK AND FOUNDATION: Lumber Inspection Bureau. Wood grades shall be as follows:
1. Use 5/8" diameter by 10" anchor bolts at 48" on center maximum a. Joists and Rafters: Grade #2
at 2x mudsills. Use 5/8" diameter by 12" anchor bolts at 48" on b. Purlins and Subpurlins: Grade #1
center maximum at 3x mudsills (see shear schedule otherwise). Each c. Beams and Headers: Grade #1 -
anchor bolt to have a minimum of 3"x3"x1/4" thick plate washer. d. Ledgers: Grade #2
e. Plates: Grade #2 t
2. Soil design pressure => see soil report (if available); Assumed 1500 f. 2x4 studs to 8' 0" long: Stud grade
psf per table 1806.2 CBC2010 otherwise. g. 2x4 studs 8' 1 " to 14' long: Grade #2U
h. Other studs: Grade #2
3. All excavations for footings shall have firm level bottoms in i. Posts: Grade #1
undisturbed natural soil or approved compacted fill. Excavations shall
be kept free of standing water. Where excavations have been made to 2. Untreated lumber shall be dry and well seasoned, and the moisture content
a depth greater than indicated such additional depth shall be filled with shall not exceed 19%. All lumber shall be air seasoned not less than 30 days
concrete as specified for the footings. Fill materials shall be free from before being covered with finished materials. Store all lumber off ground,
debris, vegetable matter, and other foreign substances. considerably ventilated, and covered.
4. No pipes and conduits shall extend under isolated column footings or 3. All nails shown on the drawings shall be common wire nails, and conform to
under continuous wall footings unless specifically detailed or approved by table 2304.9.1 of CBC 2010, unless otherwise noted. Noted machine bolts shall
the Engineer/Architect and the Building Officials. conform to ASTM A307.
Dote
5. The finished excavations for foundations shall be neat and true to 4. Manufacture hardware shall be ICBG approved. Design is based on Simpson 01/0-712014
line with all loose material removed. Company. Where rough carpentry is exposed to weather or in ground contact _..
provide fasteners and anchorage with a hot-dip zinc coating. Unless otherwise IRS' '�"i'l N Scute N0TfP
6. Foundation excavations shall be kept free of loose material and noted, installation shall comply with the manufacturers recommendations. All Building Department tray
P bolt heads and nuts bearing on wood shall have standard cut washers. All bolt
standing water and shall be checked and approved by the Building -;
Official prior to the placement of concrete. holes in wood shall be drilled 1/32" diameter larger than the bolt diameter. ` _wµr=a JAN 08 2014
Job
7. All loose soil and fill dirt shall be compacted to at least 90% of 5. All framing shall be in accordance with the requirements of chapter 23 of ZEVIE'AJED I-•OF COME COMPLIANCE Sheet
maximum density. 2010 California Building Code, unless otherwise noted. Install joists and beams Reviewed By:
with the crown edge up. Provide all necessary bridging, blocking, and fire
blocking.
S3
Of Sheets