HomeMy WebLinkAbout2678 OCEAN ST; ; CB901255; PermitBUILDING P E R N I •T Permit No.: •CB901255
I ) 1.11 /0(1 I ZZ • IA in .s4-1- M,. ?0flt11 £ A. ' J &'d '.J • C , '.1 U .1. J ..J
Development No:
F).: Ste:,
981.3 .1.2/11/90 0001. 01. . 02
C-PRtiT., 3464.00
Status: ISSUED
Applied: 08/02/90
Apr/Issue 12/11/90 -
Validated By: DC
Appl/Ownr : RETZ, GEORGE . . 619 729-8755
3821 EL CAMINO REAL . .
CARLSBAD, CA 92008 -
OWNER : GORDON, I• OWNER .• 81è363-854
** Fees Required *-* Feê Collected & Credits .
--------------
___'!---------------------------
Fees: 4,048.001
Adjustments: / .\.00 Tottl Credits:' - .00• d'/ •--.. - Total Fees: /4,94S,..00.' Total Paym&nts: \ . 584.00
L Balarce'?1Due: \ 3,464.00.
-.---. '-•.-------------. . . .---.. \ -' A-.-. .' Fee description - .- Units' \ Fee/Unit . Ext fee Data
-•--.......-' \ (V
Building Permit ,fl / • \/#I A ' . 572.00-
Plan Check -, . Z 372.00
Strong Motion Fee
, SNff. '\ I • . 6. 00
Enter 'Y' to Autocaic License Ta Ax.1J// V7P / / 2967.00 Y
F M F /G M F and Zone(99)\ " / 01
* BUILDING TOTAL \ '•. // /.L_•- / / 3917.00
Enter "Y" for Plumbing Issue'Fee,c>1000',o / / .7,50 Y
Each Plumbing Fixtur, or(Tap '- > "Ot t 13'00.\'? 2.50 '32.50.
Each Building Sewer \ / ) 1'. 0-0 /6.50 ' 6..50
Each Water Heater and/or. Vent.! •/ ? ,- .-0'.00 / 2. 50 2 . 50
Gas Piping, System 'N ' . !p ())i.'oo 2.50 - 2.50
5 Each Vacuum' Breaker 2,00" 2.50 • ' 5.00
* PLUMBING TOTAL . - . -. :-------- -•, ' . 57.00
Enter "Y." for Electric Issue Fee > • 5.00 Y
Single Phase Per AMP . > 100.00 . .25 25.00
* ELECTRICAL' TOTAL ($10 Minimum) 30.'00,•
Enter 'Y.' for Mechanical Issue Fee) S 15.00 Y
Install Furn/Ducts . > 1.00 9.00 .9.00
Each Install/Réloc Appliance Vent > . .3.00 4.50 . 13.50
Each Hood/Fireplace -. .. 1.00 6.50 - 6.50
* MECHANICAL TOTAL . • . 44.00
I Fl PPROVAL
lINSP. L. DATE l
. . {LEARANCEA4. ?/z./r,
Cliv OF CARLSBAD r/
2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 • -
.L.fJ..Lf%J
Page 1 of 1
Job Address: 2678 OCEAN ST • Str:
Permit Type: SINGLE FAMILY DWLNG - DETACHED
Parcel No: 203-141-09-00
Valuation: 84,7.70
Construction Type: VN
Occupancy Group: . Class Code:
Description: 2414 SF 2S + 414 SF GARAGE +
239 SF DECK (DEMO 1375 SF DUPLEX)
PERMIT APPLICATION
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
1. PERMIT TYPE I
A - p COMMERCIAL ONEW DTENANT IMPROVEMENT
B - []INDUSTRIAL []NEW []TENANT IMPROVEMENT
C - ,RESIDENTIAL []APARTMENT DCONDO SINGLE FAMILY DWELLING DADDITION/ALTERATION
ODUPLEX []DEMOLITION DRELOCATIOM DMOBILE HOME []ELECTRICAL DPLUMBING
[]MECHANICAL DPOOL []SPA []RETAINING WALL []SOLAR []OTHER
p-a--
EST.VAL J(
PLAN CE DEPOSIT
VALID. BY
DATE r/z/90
7139 02i O2/O 02
C)c?. 1V9.
2. PROJECT INFORMATION PLAN CHECK No. I FOR OFFICE USE ONLY
Address Building or Suite No.
Nearest Cross Streets fOii 4-I 4- 'i'IiZ.
LEGAL DESCRIPTION Lot No. Subdivision Name/N, Unit No. Phase No.
zi4ytL-.- PfzlL.
CHECK BELOW IF SUNMITTED:
Energy Calcs 2 Structural Calcs JZ2 Soils Report X11 Addressed Envelope
ASSESSOR'S PARCEL ,,7 O. - ,s'/—O ? EXISTING USE PROPOSED USE
DESCRIPTION UFWOHK_t4 f1Mj QoiLU' — tIH1h4ti 2t-(
BLDG. SO. FIG. tv # OF STORIES Ot3 A* 6.4,1`4
CONTACT PERSON
NAME F1- ADDRESS '32.-I EL-. 14-ML EJkL
CITY J,iA-t2 STATE CC ZIP CODE DAY TELEPHONE
FOR OWNER APPLICANT TOR 0 AGENT FOR CONTRACTOR DOWNER
NAME
_EFCONTRAC O12Mi r1zr ADDRESS f? —t o
CITY .jt.I_9j0t7 STATE t4- ZIP CODE DAY TELEPHONE 17Li9 . e'~5
PROPERTY OWNER iI' []LESSEE OTENANT
NAME (.. ADDRESS ( -T-rnwwL tY(J
CITY 4I1Z STATE ZIP CODE 9 DAY TELEPHONE
CONTRACTOR
NAME ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. N
SIGNATURE TITLE DATE
DESIGNER NAME ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. N
WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations,
or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the
insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C).
INSURANCE COMPANY POLICY NO. EXPIRATION DATE
Certificate of Exemption: I certify that in the performance of the work for which this permit is issued. I shalt not employ any person in any manner
so as to become subject to the Workers' Compensation Laws of California.
SIGNATURE DATE
OWNER-BUILDER DECLARATION
Owner- Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
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 and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who
does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building
or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose
of sale.).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code:
The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s)
licensed pursuant to the Contractor's License Low).
0 I am exempt under Section Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure,
prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the
Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom,
and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not
more than five hundred dollars ($5001).
SIGNATURE DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
DYES []NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES DNa
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES DNa
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY HOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS
OF THE OFFICE OF EPERCENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code).
LENDER'S NAME LENDER'S ADDRESS -
APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating
to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO
AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH KAY IN ANY WAY ACCRUE AGAINST SAID
CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building
or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended
or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
-
DOWNER []CONTRACTOR DBY PHONE
APPANTVI 'S SIGNATURE
WHITE: File YELLOW: Applicant PINK: Finance
APPROVED BY:
DATE:
CITY OF CARLSBAD
INSPECTION REQUEST
PERNIT# CB901255 ' FOR 07/22/91 INSPECTOR AREA PD
DESCRIPTION: 2414 SF 2S + 414 SF GARAGE + PLANCK# CB901255
239 SF DECK (DEMO 1375 SF DUPLEX) 0CC GRP
TYPE: SFD
JOB ADDRESS: 2678 OCEAN ST
APPLICANT: RETZ, GEORGE
CONTRACTOR:
OWNER: GORDON, I.
REMARKS: MH/BILL/757-8496
SPECIAL INSTRUCT:
CONSTR. TYPE VN
STR: FL: STE:
PHONE': 619 729-8755
PHONE:-
PHONE: 818 3
INSPECTOR
TOTAL TIME:
--RELATED PERMITS-- PERMIT# TYPE STATUS
RW910118 ROW ISSUED
CD LVL DESCRIPTION ACff COMMENTS
19 ST Final Structural
29 PL Final Plumbing
39 EL Final Electrical
49 ME Final Mechanical
INSPECTION HISTORY *****
DATE DESCRIPTION
041991 Exterior Lath/Drywall
041791 Exterior Lath/Drywall
041791 Interior Lath/Drywall
041091 Insulation
040891 Frame/Steel/Bolting/Welding
040391 Frame/Steel/Bolting/Welding
031891 Roof/Reroof
030891 Roof/Reroof
020191 Const. Service/Agricultural
012991 Underground/Under Floor
012491 Ftg/Foundation/Piers
011591 Ftg/Foundation/Piers
ACT INSP
AP PD
CO PD
AP PD
AP PD
AP PD
CO PD
AP PD
PA PD
AP PD
AP PD
AP PD
AP PD
COMMENTS
FINA BUILDING INSPECTION
DEPT: BUILDING ENGINEERING-1 FIRE PLANNING U/M WATER
p
PLAN CHECK#: CB9 DATE: 07/22/91
PERMI CB901255 PERMIT TYPE: SFD
PROJECT NAME: 2-4-f4 SF 2S + 414 SF GARAGE +
239 SF DECK (DEMO 1.375 SF DUPLEX)
ADDRESS: 276CEANSTi
CONTACT PERSON/PHONE#: MH/BILL/757-8496
SEWER DIST: CA WATER DIST: CA
INSPWTED DATE
BY: LI1t4d4 7-L9 APPROVED DISAPPROVED -
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED -
COMMENTS:
I---
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE PLANNING U/Mf~~TE:R:
PLAN CHECK#: CB901255 DATE: 07/22/91
PERMIT#: CB901255 PERMIT TYPE: SFD
PROJECT NAME: 2414 SF 2S + 414 SF GARAGE +
239 SF DECK (DEMO 1375 SF DUPLEX)
ADDRESS 2678ThCEAN ST
CONTACT PERSON/PHONE#: MH/BILL/757-8496
SEWER DIST: CA WATER DIST: CA
INSPECTED I) DATE
BY: Zoe, INSPECTED: APPROVED I- DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED - DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
COMMENTS: Wtar District
Engineering Department
(619) 435-3367
p.
I
FINAL BUILD ION
DEPT: BUILDING ENGINEERING FIR PLANNING U/M WATER
PLAN CHECK#: CB901255 DATE: 07/22/91
PERMIT#: CB901255 PERMIT TYPE: SFD
PROJECT MANE: 2414 SF 2S + 414 SF GARAGE +
239 SF DECK (DEMO 1375 SF DUPLEX)
ADDRESS: 2678 OCEAN ST 2 0 3-I '41 - 01
CONTACT PERSON/PHONE#: NH/BILL/757-8496
SEWER DIST: CA WATER DIST: CA
INSPECTEDç A# DATE
BY:
ft
INSPECTED: 'Y/APPROVED ''.' DISAPPROVED -
INSPECTED DATE
BY: INSPECTED: APPROVED - DISAPPROVED -
INSPECTED DATE
BY: INSPECTED: APPROVED - DISAPPROVED
COMMENTS:
FINAL BUILDING INSPECT ON
DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER
PLAN CHECK#: CB901255 DATE: 07/22/91
PERMIT#: CB901255 PERMIT TYPE: SFD
PROJECT NAME: 2414 SF 2S + 414 SF GARAGE +
239 SF DECK (DEMO 1375 SF DUPLEX)
ADDRESS: T2678 OCEAN ST
CONTACT PERSON/PHONE#: MH/BILL/757-8496
SEWER DIST: CA WATER DIST: CA
INSPECTED
BY:
INSPECTED
BY:
DATE /
INSPECTED: 226244 APPROVED L/ DISAPPROVED -
DATE
INSPECTED: APPROVED DISAPPROVED
INSPECTED DATE
BY:. INSPECTED: •APPROVED - DISAPPROVED -
COMMENTS:
12ii 1-Z'
FIELD REPORT
TO
SUMMARY OF INSPECTION: (' I 4( :,
DATE
/ '*_./•
PROJECT NO.
I
PROJECT V
/ i . V...
LOCATION
CONTRACTOR OWNER
WEATHER TEMP.
PRESENT AT SITE
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RECOMMENDATIONS: f
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/
/ HETHERINGTON ENGINEERING, INC.
SIGNATURE - LflL O( rL,L,INL)/-'%IIL)IN INIINF1IIN
- — ENGINEERING GEOLOGY • HYDROGEOLOGY
(619) 931-1917
COPIES TO: 5245 Avenida Encinas, Suite G
Carlsbad, California 92008
TO
S
FIELD REPORT
DATE PROJECT NO.
PROJECT
Z7â c2 •
LOCATION
CONTRACTOR OWNER
WEATHER TEMP.
PRESENT AT SITE
/
I e...71 ( r/!t — .I4 I 4.1..- Y, *
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h, (C e,Z 114 e *s'_.' e9.I lewd
RECOMMENDATIONS: A
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SIGNATURE 14 __
S HETIIERINGTON ENGINEERING, INC.
___________________ SOIL & FOUNDATION ENGINEERING
ENGINEERING GEOLOGY • HYDROGEOLOGY
(619)931-1917
COPIES TO: . 5245 Avenida Encinas..Suite G
Carlsbad, California 92008
George Q. Retz Architect
January 9, 1991
City of Carlsbad Building Department
2075 Las Palmas Dr.
Carlsbad, CA 92009
Re: Gordon Residence
2678 Ocean Street, Carlsbad, CA
Permit NO. CR901255
Project No. A9001393
Architect's Project No. 0941
Gentlemen:
The General Contractor, Bill Statser Construction Co., for the
above referenced project has requested that he be allowed to
substitute "PA" holddowns for "HD" holddowns as specified on the
Foundation & First Floor Framing Plan, Drawing 3.
Referring to the Shear Wall Schedule, Detail 8, Drawing 9, PA's
may be substituted for HD-2's as follows; PA 18's at Shear
Wall(s) II3U and PA 23's At Shear Wall(s) "K". Where HD-6's are
specified at Shear Wall(s) "L", the loads will not allow
substitution, and HD-6's must be installed as specified.
Also, as this is a raised floor installation, the length of PA
anchors installed must be increased to allow for additional
underfloor space, or, the space below the floor must be shear
walled, and shear transfer must be made. In all cases, the
required number of fasteners, nails and bolts, must be maintained
in accordance with the table found on pages 9 and 10 of the
Simpson Strong-Tie Connectors Catalogue.
If there are any questions, or, if clarifications are required,
please contact me at the number below.
George Q. Retz
cc:Bill Statser
ry no or on
Box 657, Carlsbad, CA 92008, 619 • 729 • 8755
FIELD REPORT
TO 3'
DATE PROJECT NO.
PROJECT
24a16 O(ee,,5$, (A\oJ
LOCATION
CONTRACTOR OWNER
WEATHER . TEMP.
PRESENT AT SITE
Q-f
e,, J-f IA .-OWC--T ,A° 1. 17 -lii € fW VI# 4.
/
( l7i,s j i-/ui -/'h
F
SIGNATURE
jJ) HETHERINGTON ENGINEERING, INC.
_______________________________ SOIL & FOUNDATION ENGINEERING
ENGINEERING GEOLOGY • HYDROGEOLOGY
(619)931-1917
COPIES TO: 5245 Avenida Encinas, Suite G
Carlsbad, California 92008
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE:
JURISDICTION:
PLAN CHECK NO: SET: ilL
PROJECT ADDRESS: 24'76 c2&,1-J ST
PROJECT NAME: 74PO1'J k//,JC_f
0 PLAN CHECKER
[]FILE COPY
DUPS
E-.-.DESIGNER
In The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
U The plans transmitted herewith will substantially comply
with thejurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department .staff.
U The plans transmitted herewith have significant deficiencies Z.
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
fl The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
U The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that
plan check has been completed..
[jEsgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone #
0 REMARKS:
By:_'5TV ,4ZE&Y) Enclosures:_
ESGIL CORPORATION
TrT EI--- Dvw—D-mci & ce -
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560.I468
DATE: /9 DAPPLICANT
UR I öi
JURISDICTION: -
CARLSBAD CHECKER
[]FILE COPY
PLAN CHECK NO: SET: t
PROJECT ADDRESS: DDESIGNER
PROJECT NAME: O/ZP/u
The plans transmitted herewith have-been,
*
corrected where
necessary and substantially comply with te jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's-building codes when minor deficien-
cies identified are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies D identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
L The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The ãpplicant'scopy of the check list has been sent to:
2/ • t 41iv
e1l Lsp,AD CA- '1z7a3
Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone
U REMARKS: S
By:_6YEb Ai4SS/Y) Enclosures:___________________ ESGIL CORPORATION
0 GA • 0 AA 0 vw 0 D
JUR1SDImOi: CITY OF CARLSBAD
PLAN 5Wt NO: ___________________
PROJI ADDRESS: L&113 01IJ
46.
FLOOR &:M4 & i1 Li V ; 44/
4f 6A-LC..
wJy:
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for the
handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections based
on laws and ordinances by the Planning Department,
Engineering Department or other departments.
Present California law mandates that residential
construction comply with Title 24 and the following
model codes:
1988 UBC (eff. 1/1/90)
1988 UPC (eff. 1/1/90)
1987 NEC (eff. 10/28/87)
1988 UNC (eff. 1/1/90)
The above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance.
The circled items listed need clarification,
modification or change. All items have to be
satisfied before the plans will be in conformance
with the cited codes and regulations. Per Sec.
303(c), 1988 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To speed up the recheck process. note on this list
(or a copy) where each correction item has been
addressed i.e., plan sheet, specification. etc. Be
sure to enclose the marked up list when you submit
the revised plans.
PLAN CORRECTION SBEET
CiTY OF CARLSBAD
SIME FAXILT AND DUPLEX IMRLLThC
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
Date initial plan check completed:
__By:r eD Mt-e ___ &)1
Applicant contact person:
'7Z Telephone: 7ZT-875c
NOTE: PAGE NIPIBS ARE NOT IN SEQUENCE AS PAGES HAVThG NO IMM NThG (XRIOIS WREE
List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC)
PLANS
Please make all corrections on the original
tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite #208, San Diego, California 92123,
(619) 560-1468.
j. Please make all corrections on the original
I tracings and submit two new sets of prints,
and any original plan sets that may have been returned to you by the jurisdiction, to:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans.
Section 302(a)7.
All sheets of plans must be signed by the
person responsible for their preparation.
(California Business and Professions Code).
() Plans, specifications and calculations shall be signed by the California state licensed
engineer or architect responsible for their
preparation, for plans deviating from
conventional wood frame construction. Specify
expiration date of license. (California
Business and Professions Code).
Specify on the Title Sheet of the plans the
gross floor area of each element of this
project including dwelling, garage, carport,
patio, deck and balcony. Section 302(d).
() Provide a statement on the Title Sheet of the plans that this project shall comply with Title
24 and 1988 UBC, UMC and UPC and 1987 NEC.
() Submit fully dimensioned plot plan drawn to
scale showing location, size, and use of all
existing and proposed structures on the lot.
Identify property lines and show lot dimensions
and all easements. Show location of all cut or fill slopes. Show finish floor elevations and
show elevations of adjacent finish grade.
Show drainage patterns with minimum slopes.
Section 302(d).
fl. Indicate distance from property lines to
proposed building. Section 302(d).
],. Show on the title sheet all structures, pools,
walls, etc. included under this application.
Any portion of the project shown on the site
plan that is not included with the building
permit application filed should be clearly
identified as "not included."
4. Clearly show if the lower level is a basement
or a story, based on the definitions in
Sections 403 and 420. Plot the finish grade
(as defined) on the elevations and dimension
the distance to the floor above, for story
determination.
12. On the cover sheet of the plans, specify any
items requiring special inspection, by way of
the following:
REQUIRED SPECIAL INSTRUCTIONS
In addition to the regular inspections, the
following checked items will also require
Special Inspection in accordance with Sec 306
of the Uniform Building Code.
IlDi REQ. IF REMARKS
CHECKED
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP.
STRUCTURAL CONCRETE
OVER 2500 PSI
PRESTRESSED STEEL
FIELD WELDING
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SPRAYED ON FIRE
PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
OTHER
3. Exterior walls closer than 3 feet to property
I. lines shall be one-hour rated construction and have no openings. Table 54.
12/11/89 . 2
Exterior walls closer than 3 feet to a property
/ line shall have 30 inch parapets when the floor
area per floor exceeds 1,000 square feet.
Section 1709.
1. Projections, including eaves, may not extend I more than 12 inches into the 3 foot setback
from the property line. Section 1710.
Eaves over required windows shall be not less
/ than 30 inches from the side and rear property
lines. Section 504.
s1. Plastic skylights shall not be installed within
I that portion of a roof located within a
distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7.
1. Projections, including eaves, shall be one-
hour fire-resistive construction, heavy timber
or of noncombustible material if they project
into' the 3' setback area from the property
line. Section 1710.
11. Show location of permanently wired smoke
detector: (. Centrally located in corridor or area
(, giving access to sleeping rooms.
On each story.
In the basement.
q. When sleeping rooms are upstairs, at the I upper level in close proximity to the
stair.
j. In rooms adjacent to hallways serving
/ bedrooms, when' such rooms have a ceiling
height 24 inches or more above the ceiling
height in the hallway.
NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210
When the valuation of a room addition or repair
exceeds $1,000, or when sleeping rooms are
created, smoke detectors shall be provided at
existing bedrooms per item 19 above. Section
1210.
4,,LI :1,', : 10).-,'0 dV, : :.,.j
2J.. Habitable rooms, other than kitchens, shall
contain at least 70 square 'feet of floor area. At least one room shall have not less than 120
square feet of floor area. Section 1207 (b).
22. Window area must be at least 1/10 of the floor
area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in
'/AJfJiJ J P(FriJS 1&S .4)0.1
117'91c# )7)4 S6/tP1JL,
24. Openable window area in habitable rooms must
be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (a).
At least 1/2 of the common wall must be open
( and have an opening not less than 25 sq. ft.
nor one tenth of the floor area of the
interior room if light and ventilation is
being supplied from an adjacent room. Section
1205 (a).
Required windows shall not open into a roofed
j porch unless the ceiling height is at least 7
feet, the longer side is at least 65% open,
and the porch abuts a street, yard or court.
Section 1205 (a).
(s,) Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, j.undry and similar rooms if required openable
/ windows are not provided. Section 1205 (c).
'A. Show discharge point for exhaust air to be at
' least 5 feet from any mechanical ventilating
intake. Section 1205(c).
Ductless fans cannot be used in bathrooms if a
I tub or shower is present. Section 1205(c).
4. No habitable room, other than a kitchen, shall
be less than 7'0" in any dimension. Section
1207 (c).
3. Show that ceiling height for habitable rooms
-is a minimum of 716". Section 1207 (a).
3(1. Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms, is a
minimum of 710". Section 1207 (a).
Dimension on the plans the 30" clear width for
water closet compartments and 24" clearance in front of water closet. Section 511 (a).
() Specify safety glazing for glazing in
hazardous locations such as glass doors glazing adjacent to doors and glazing adjacent
to walking surfaces. Section 5406. F-CUc.1 51,jpS .1, 04 6FLA 21 6U4
Glazing, in the same wall plane as a door,
must be safety glazing if within 12" of the
door and less than 60" above the walking surface, unless the glazing is leaded or
faceted glass. Section 5406 (d) 6.
15. Glazing in shower-and tub enclosures shall be
tempered, laminated or approved plastic
(including windows within 5 feet of tub or
shower floor). Section 5406 (d) 5.
2/12/90 .. 3
Sleeping rooms shall have a window or exterior I door for emergency exit. Sill height shall not
exceed 44" above the floor. The window must
have an openable area of at least 5.7 square
feet with the minimum openable width 20" and
the minimum openable height 24". Section 1204.
31. Basements in dwelling units shall comly with I the above (even if not designated as sleeping
rooms). Section 1204.
Walls and floors separating units in a duplex
shall be of one-hour fire-resistive
construction. Section 1202(b).
9. A mezzanine is an intermediate floor and may
not have a floor area exceeding 33 1/3 percent
of the total floor area in the room below. The
mezzanine floor must have a clear height of 7
feet, above and below, and must have the long
side open to the room below except for posts
and protective walls or railings not exceeding
42" in height. Section 1716.
£6. The loft you show does not comply as a
/ mezzanine floor and is, by Uniform Building
Code definition, a story. Section 1716.
STAiAYS,, AND RAIlINGS
i.J. Floors above the second story shall have not
less than 2 exits. Exceptions: 1. Occupied
roofs may have one exit if such occupied areas
are less than 500 square feet and located no
higher than immediately above the second story.
2. When the third floor within a unit does not
exceed 500 sq. ft., only one exit need be
provided. Section 3303(a).
41. Required exit doorways shall be not less than / 36" in width and not less than 618" in height, and shall be capable of opening at least 90
degrees. Section 3304 (f).
Provide 36" high protective railing for I porches, balconies, and open sides of stair
landings. Openings between railings shall be
less than 611 . Section 1711.
44I. Show how guardrail connection details are I adequate to support 20 pounds per lineal foot
at a right angle to the top rail. Table 23-B.
Provide stairway and landing details. Section
3306 (b), (c) and (p).
j. Maximum rise is 7" and minimum run is
I 11". When the stairs serves less than 10
occupants, or serves an unoccupied roof,
rise may be 8" maximum and run 9"
minimum.
Minimum headroom is 61 -811.
Minimum width is 36".
fl handrails per Section 3306 (j), shall
satisfy the following:
Provide handrail for stairways with 4 or
more risers.
Handrail shall be 3411 to 38" above the
'-' nosing of treads.
The handgrip portion of handrail shall be
not less than 1 1/211, nor more than 2" in
cross-sectional dimension.
Every stairway landing shall have a dimension,
measured in the direction of travel, at least
equal to the stairway width. Such dimension
need not exceed 36 inches. Section 3306 (g),
3304 (j).
An interior door may open inward at the top
- step of a stairway provided the top step is
not more than 7 1/2" lower than the floor
level. Section 3304 (i).
Provide details of winding stairway complying
1 with Section 3306 (d):
(. Minimum tread is 6 inches at any point
I and minimum 9 inches at a point 12 inches
from where the treads are narrowest.
Maximum rise is 8 inches.
Minimum width is 36 inches.
5/10/90 . 4
Provide spiral stairway details, per Section
3306 (f):
. Minimum run is 7 1/2 inches measured at a
( point 12 inches from where the treads are
the narrowest.
Maximum rise is 9 1/2 inches. Maximum
clear opening between risers is 6 inches.
Minimum headroom is 6 feet 6 inches
The tread must provide a clear walking
area measuring at least 26 inches from the
outer edge of the supporting column to the
inner edge of the handrail.
11. Spiral stairways may not be used for required
exits when the area served is greater than 400
sq. ft. Section 3306 (f).
5. Provide I.C.B.0. Research Report and number for
( metal stairway, or submit plans and
calculations and approved fabricator registered
with the building department or note that the
stairway fabrication plans shall be submitted
to and approved by the building official prior
to installation.
Exterior stairways shall not project into the 3 ~3_
foot setback from the property lines. Section
3306 (n).
The walls and soffits of the enclosed usable
space under interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Section 3306 (m).
Within units, show that corridors have a
( minimum width of 36 inches. Section 3305 (b).
OFThG
Specify roof slope.
Roof slope is not adequate for roof type
specified. Table 32-B,C,D and E.
G
Specify material and application. Chapter
32.
sj. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g.,
tile, etc. Section 107.
Specify minimum 1/4 inch per foot roof slope
for drainage or design to support accumulated
water. Section 3207 (a) and Section 2305 (f).
Show roof drains and overflows. Section 3207.
Provide skylight details _to show compliance
with Sections 3401 and 5207 or provide
I.C.B.0. approval number.
Plastic skylights must be separated from each
other by at least 4 feet. Section 5207 (a) 6.
61L Show attic ventilation. Minimum vent area is
f 1/150 of attic area or 1/300 of attic area if
at least 50% of the required vent is at least
3 feet above eave vents or cornice vents.
Show required area and area provided.
Section 3205 (c).
MASONRY
6,. Provide fireplace construction details or note
construction to be per attached fireplace
standard drawing. Chapter 37.
Show anchored veneer support and connections
attached to wood in Seismic Zones 3 and 4,
comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal
joints.
6/1. Show height and construction details of all
I masonry walls. Chapter 24.
13. Show floor and roof connections to masonry
I walls. Connection shall resist 200 pounds per
lineal foot or the actual design load,
whichever is greater. Cross grain tension or
bending in wood ledgers is not permitted.
Section 2310.
6,b. Show a minimum 2" air space and flashing
between planter and building walls.
Section 2516 (c) 7.
GARAGE AND CARPORTS
Garage requires one-hour fire protection on
the garage side of walls and ceiling common to
the dwelling. Table 5-B, Section 503 (d).
i) All elements supporting floor above garage,
including walls supporting floor joists, must
have one-hour fire-resistive protection on the
- garage side. Section 503 (b)
72 Show 1 3/8" solid core self-closing door for
openings between garage and dwelling. Section
503 (d).
Garages are not permitted to open into a room
used for sleeping purposes. Section 1104.
12/11/89 5
lÀ. An occupancy separation is not required between '
/ carport and residence, provided the carport is
open on two or more sides and has no enclosed
uses above. Section 503 (a) Exception 3.
Show garage framing sections, size of header
I over garage opening, lateral cross bracing at
plate line, method bracing garage front and
holddowns if required. Chapter 23.
NOTE: Maximum shear panel height-to-width
ratio is 3 l/Z to 1 for plywood. Table 25-I.
() Doors may open into the garage only if the
floor or landing in the garage is not more than
one inch lower than the door threshold.
Section 3304 (i). -
Provide an 18" raised platform for any FAU,
water heater, or other device in the garage
which may generate a flame or spark. UMC
Section 508, UPC Section 1310 (a).
G Per soils report, note on the plan the soils
classification, whether or not the soil is
expansive and note the allowable bearing value.
Section 2905 (c).
iA. The foundation plan does not comply with the I soils report recommendations for this project.
Please review the report and modify design,
notes and details as required to show
compliance:_________________________________
Provide notes on the foundation plan listing
I the soils report recommendation for
foundations, slab and building pad preparation.
81 Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
recommendations :in. the soils report are
properly incorporated into the construction
documents (when required by the soil report).
The soils engineer recmmended that he/she
review the foundation excavations. Note on
the foundation plan that "Prior to the
contractor requesting a Building Department
foundation inspection, the soils engineer
shall advise the building official in writing
that:
() The building pad was prepared in
accordance with the soils report,
The utility trenches have been properly
backfilled and compacted, and
() The foundation excavations comply with
the intent of the soils report".
Show height of all foundation walls. Chapter
23.
Show height of retained earth on all
I foundation walls. Chapter 23.
If cut or fill slopes exist, show distance of
( foundation to edge of cut or fill slopes and
show steepness and heights of cuts and fills.
Chapter 29.
Note on plans that wood shall be 6" minimum
I above finish grade. Section 2907 (a).
81. Note on plans that surface water will drain I away from building and show drainage pattern
and key elevations. Section 2905 (f).
8/. Dimension foundation per U.B.C. Table 29A:
Floors Footing
Supported* Stemwall Width Depth Thickness
1 6" 12" 12" 6"
2 8" 15" 18" 7"
3 10" 18" 24" 8"
*Foundations may support a roof in addition to the
floors. Where only a roof is supported, use
foundation for one floor.
§4. Show foundation sills to be pressure treated,
I or equal. Section 2516 (c) 3.
9b. Show foundation bolt size and spacing.
I Section 2907 (f).
9k.. Specify size, I.C.B.0. number and manufacturer
j of power driven pins. Show edge and end
distances and spacing. Section 302 (d).
2/13/90 6
If required, show size, imbedment and location / of hold down anchors on foundation plan.
Section 302 (d).
If hold downs are required, note on plan that
/ hold down anchors must be tied in place prior
to foundation inspection. Section 305 (e) 1.
Show adequate footings under all bearing walls /4-
and shear walls. Section 2907 (b).
Show on the plans stepped footings for slopes
/ steeper than 1:10. Section 2907 (c).
9. Show minimum 18" clearance from grade to bottom I of floor joists and minimum 12" clearance to
bottom of girders. Section 2516 (c).2.
Show pier size, spacing and depth •into
undisturbed soil. Table 29-A.
98 Show minimum underfloor access of 18" x 24".
Section 2516 (c).
99 Show minimum underfloor ventilation equal to 1
sq. ft. for each 150 sq. ft. of underfloor
area. Openings shall be as close to corners as
practicable and shall provide cross ventilation
on at least two approximately opposite sides.
Section 2516 (c) 6.
FRAMING
1). Show wall bracing. Every exterior wood stud
I wall and main cross-stud partition shall be
braced at each end at least every 25 feet of
length with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3, Table 25-V.
1(j. In 2-story buildings, shear panels at the first I story (at least 48 inches in width) shall be
located at each end or as near thereto as
possible and comprise at least 25 percent of
the linear length of the wall, or provide
design. Section 2517(g)3, Table 25-V.
Note cross bridging or blocking. Floor joists
if
and rafters .12" or more in depth shall be
supported laterally. by bridging at intervals
not exceeding 8 feet, unless both edges are
held inline. Sec. 2506 (h), 2517 (d) 6.
1q3. Show blocking at ends and at supports of floor
I joists, rafters and trusses at exterior walls.
Section 2517 (d).3, 2517 (Ii) 6.
144. Bearing partitions, perpendicular to joists,
f shall not be offset from supporting girders,
beams, walls or partitions, more than the depth
of the joist. Section 2517 (d) 5.
Show rafter ties. Rafter ties shall be spaced
/ not more than 4 feet on center and be just
above the ceiling joists, where rafters and
ceiling joists are not parallel. Section 2517
/ (h)4.
Show rafter purlin braces to be not less than
J 45 degrees to the horizontal.
Section 2517 (h) 5.
Show double top plate with minimum 48" lap
f splice. Section 2517 (g) 2.
() Show nailing will be in compliance with Table
25-Q.
Show or note' fire stops at the following
locations per Section 2516 (f):
In concealed spaces of stud walls and
partitions, including furred spaces, at
the ceiling and floor levels and at 10
foot intervals along the length of the
wall;
At all interconnections between concealed
vertical and horizontal spaces such as
occur at soffits, drop ceilings and cove
ceilings;
C. In concealed spaces between stair
stringers at the top and bottom of the
run and between studs along and inline
with the run of stairs if the walls under
the stairs are unfinished; and
d. In openings around vents, pipes, ducts,
/ chimneys, fireplaces and similar openings
which afford a passage for fire at
ceiling and floor levels, with
noncombustible materials.
11. In duplexes, draft stops shall be provided in ( floor-ceiling assemblies and attics in line
with walls separating units and separating
units from common areas.
Show stud size and spacing. Maximum allowable
/ stud heights: Bearing wall: 2 x4 and 2 x 6
max. 101; Non-bearing: 2 x 4 max. 141, 2 x 6
max. 201. Table 25-R-3.
Studs supporting two floors, a roof and
/ ceiling must be 3 x 4 or 2 x 6 at 16" o.c.
Table 25-R-3.
-1/3. Note on A.I.T.C. Certificate of Compliance for
I glued laminated wood members shall be given to
the building inspector prior to installation.
Section 2505.
2/12/90 7
l. Detail all post-to-beam and post-to-footing 12.
/ connections and reference the detail to the
plan. Section 2516 (in).
1
'
. Detail shear transfer connections, including
roof and floor diaphragms, to shear walls.
Section 2513.
IT136. Specify nail size and spacing for all shear
walls, floor and roof diaphragms. Indicate
required blocking. Maintain maximum diaphragm
dimension ratios. [Tables 25 I, 3, K and
Section 4714 (d)].
317. Provide truss details and truss calculations
I for this project. Specify truss identification
numbers on the plans.
13k. Show 1/2" minimum clearance between top plate I of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
1/9. Provide roof framing plan and floor framing
plan. Section 302 (d).
I 6. Provide framing sections through
Section 302 (d).
Specify all header sizes for opening over 4'
/ wide. Section 2517 (g) 5.
124. Provide calculations for main vertical and
horizontal framing members and post footings.
Section 302 (b).
12k. Provide calculations for lateral loads, shear
( panels, shear transfer and related. Section
302 (b).
14. In Seismic Zones 3 and 4, the allowable shear
wall values for drywall in Table 47-I must be
reduced 50 percent when considering earthquake
loads. This does not apply to wind loads.
Footnote 1.
I 5. Show on the plans all structural requirements
developed in the structural calculations. I Section 302 (d). (See comments below or at
end.) -
Columns and posts located on concrete or
masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures shall be
supported by concrete piers or metal pedestals
projecting above floors unless approved wood
of natural resistance to decay or treated wood
is used. Section 2516 (c) 4.
127. Individual concrete or masonry piers shall
project at least 8 inches above exposed ground
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4.
I
18. Show location of attic access with minimum
/ size 22" x 30". Section 3205.
Show draft separation for attic areas between
units in a duplex. Section 2516 (f).
Specify plywood and/or particle board
thickness, grade and panel identification
index. Table 25-S.
1/1. When roof pitch is less than 3:12, design
ridge as a beam. Section 2517 (h).
1/2. If foundation cripple wall studs are less than
14" high, framing shall be solid blocking, or
sheathed with plywood. Section 2517 (g) 4.
Cripple wall studs exceeding 4 feet in height
shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories.
- Section 2517 (g) 4.
Show plywood sheathing over exposed eaves, or
/ other weather exposed areas, is "bonded with
exterior glue." Plywood used for exterior
wall covering shall be the exterior type.
Section 2516 (i), 2516(g)3.
115. Detail truss layout for 30" x 30" attic
/ access, if required for equipment in the
attic.
13J6. Ridges, hips, and valleys shall be at least
/ one size larger than supported rafters.
Section 2517 (h) 3.
17. In open beam construction, provide strap ties
I across the beams at the ridge support.
Section 2501 (b).
MECHANICAL (UNIFORM MECHANICAL (X)OE)
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code.
2/12/90 8
38 Show the size, location and type of all heating
and cooling appliances or systems.
D39 Show source of combustion air to furnace, per
Chapter 6, UMC.
.46. Every dwelling unit shall be provided with
heating facilities capable of maintaining a
room temperature of 70 degrees F. at 3 feet
above the floor in all habitable rooms. Show
basis for compliance. UBC, Sec. 1212.
Show minimum 3011 deep unobstructed working I space in front of furnace. Section 505, UMC.
:1
/2. Furnace shall not be installed in any bedroom,
bathroom or in a closet or confined space with ,
access only through such room unless
specified as direct vent appliance, enclosed
furnace or electric heating appliance.
Section 704 UMC.
D43 Show I.C.B.0. approval number for prefab
fireplace. Show height of chimney above roof
per I.C.B.0. approval or Table 37-B.
Show access to the attic containing equipment
I - to be minimum 30 inches by 30 inches. The
opening may be 22 inches by 30 inches if the
equipment can be removed through such opening.
Section 708 UMC.
Where equipment is installed in the attic, the
I distance from the attic access to such
equipment shall not exceed 20 feet.
1D46 Note that passageway to the attic furnace shall
be unobstructed and have continuous solid
flooring not less than 24 inches wide.
Section 708 UMC.
1/7. Show permanent electrical outlet and lighting
( fixture controlled by a switch for the attic
/ furnace. Section 708 INC.
)f48. Show details to comply with Section 709 for
( furnace under the floor, or Section 710 for
roof or outside furnace.
1D49 Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors
or less shall be effectively draft stopped at
each floor or ceiling.
UBC, Section 1706 (a) t.
~350 Provide dryer vent to outside. UMC, Section 1903.
All wiring shall comply with the National
Electrical Code.
150, Show on the plan the amperage of the
electrical service, the location of the
service panel and the location of any sub-
panels. If service is over 200 amps, submit
single line diagram; panel schedule and load
calculations.
14. Show location of all electrical receptacles.
173. Electrical receptacle locations and/or spacing
is not adequate in___________________________
/ 154. Show at least one convenience outlet other
than outlets for laundry, etc., outdoors, in
garages and basements. NEC, Art. 210-52.
() Note convenience outlets in bathrooms, .tchen
pwr top(s) within 6 feet of the kitchen
!L outdoors., And in garages and basements
(othFThan for laundry and similar equipment)
shall be GFI protected. NEC, Art. 210-8.
156 Note electrical system ground to be provided
per NEC, Art. 250-81.
PLThBThG (UNIFOI4 FLUE33IG TOE)
I Show water heater size, type and location on
plans. UPC, Section 1301.
Show source for providing combustion air to
I fuel burning water heater. If wall openings
in an enclosure are used, at least one-half of
the required opening area shall extend into
the upper twelve inches of the enclosure and
one-half within the lower twelve inches. UPC,
Section 1307.
Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. .UPC, Section
1309.
Provide adequate barrier to protect water I heater from vehicle damage. An 18" platform
for the water heater does not satisfy this
requirement. UPC, Section 1310.
11. Show T and P valve on water heater and show
route of discharge line to exterior.
UPC, Section 1007 (e).
1/19/90 9
Z2. Show that water heater is adequately braced to
resist seismic forces, when not connected by
rigid pipe. UMC Section 504(d).
16. Show shower stall can accommodate a 30" circle
and has a minimum floor area of 1,024 sq. in.
UPC 909 (d).
1L. Provide clothes washer hook-up for each unit.
Title 24, Part 3.
- NOISE INSULATION (J)
164. Show details of duplex common (party) walls and
floor/ceiling assemblies to achieve a Sound
Transmission Class (STC) rating in walls of 50
decibels and an Impact Insulation Class (IIC)
rating on floor/ceiling of 50 decibels.
Title 24.
1 6. Show how penetrations of assemblies for piping,
electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating, or
exhaust ducts shall be sealed, lined, or
insulated to maintain required sound
transmission rating. Title 24.
Provide insulation in walls and ceiling to
}' achieve SIC of 50 between garage and living
area if garage use is not controlled by
resident. Title 24.
ENERGY CXNSSEVAIION
1d8. Provide plans, calculations and worksheets to I show compliance with current energy standards.
19. The regulations require a properly completed ( and properly signed Form CF-1R to be either
imprinted on the plans, taped to the plans or
"sticky backed" on the plans, to allow the
building inspector to readily compare the
actual construction with the requirements of
the approved energy design.
170 All energy items shown on the plans must be in
agreement with the information shown on the
properly completed Form CF-1R.
6) Specify on the building plans all of the
mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
1/2. Show the make,- model and efficiency of the
space heating (or cooling) system and provide
heat loss calculations if the output exceeds
45,000 BTU/Hr.
113. For room additions, show that the glazing area
I of the addition does not exceed 16 of the
newly-conditioned floor area, plus glazing
removed or relocated due to the addition.
1/4. Provide fluorescent general lighting in
I kitchen(s) per CAC, Title 24, 2-5352(3).
CARLSBAD S.F.D. & DUPLEX &JPPL1ENT
1/5. Energy conservation design should be for Zone
7.
SFloor drains must have auto-prime (city
policy).
1/7. Note exhaust fans cannot be ductless type
(city policy).
17h. New residential units must be pre-plumbed for
( future solar water heating. Note "two roof
jacks must be installed" where the water
heater is in the one story garage and directly
below the most south facing roof (City
Ordinance No. 8093).
Note "two 3/4" copper pipes must be installed
to the most convenient future solar panel
location when the water heater is not in a one
story garage and is not directly below the
most south facing roof. (City Ordinance No.
8093).
180 All piping for present or future solar water
heating must be insulated when in areas that
are not heated or cooled by mechanical means
(city policy).
Incorporate the waterproofing details, on the
I attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
Show on the Title Sheet on the plans, the
/ information required by the attached
Developmental Services Sheet 112383.
143. All new residential buildings, including / additions, require a soils report. Please
submit two copies. Exception: If a room
addition is limited to one story and 1000 sq.
ft. in area, then a soils report is not
required. Esgil Corporation will advise the
City to place their soils notice stamp on the
plans.
14. Heavy timber framing, minimum 6" x 10" beams
/ and minimum 8" x- 8" post, for the structural
beam and column supporting the fire separation
between the garage and living area above, is
acceptable if shown on the plans. (city
policy).
C L -P- (F 'i' H-g24A) 'r &-P_ AJ ?--19 .Js 1.-A-fl d11J 94-77/J4 ,c e--,A_`
/A13 uJLA776z,J,
2/26/90 10
All structures require a Class B roof covering,
except room additions. If a room addition
covers all of the existing building (2nd story
addition), then the above exception doesn't
apply.
6. City Ordinance 9792 requires two, parking
spaces/unit with clear area of 201x20' i.e. no
washing machines, etc. Show compliance.
() All chimneys attached to any appliance or
fireplace that burns solid fuel shall be
equipped with an approved spark arrester. The
net free area of the spark arrester shall be
not less than four times the net free ara of
the outlet of the chimney. The spark arrester
screen shall have heat and -corrosion resistance
equivalent to 12 gauge wire, 19 gauge
galvanized wire or 24 gauge stainless steel.
Openings shall not permit the passage of
spheres having a diameter larger than 1/2-inch
and shall not block the passage of spheres
having a diameter of less than 3/8-inch.
MISCELLMS
188 Please see additional corrections, or remarks,
on the following page.
189 To speed up the recheck process, note on this
list (or a copy) where each correction item has
been addressed, i.e., plan sheet, note or
detail number, calculation page, etc.
Enclosures:
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,1€LS&,4D
/ 3 #Juo £)AJb-€ 06C.
i6 177ii, 6fF6C-77Ve
J_u1u 1, 10. Aifti
Jz _S SA-,e
M-c PI/2 (J&C.
(. Please indicate here if any changes have been
made to the plans that are not a result of
corrections from this list. If there are other
changes, please briefly describe them and where
they are located in the plans.
Have changes been made to the plans not
resulting from this correction list? Please
check.
Yes No
The City of Carlsbad has contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
'208, San Diego, California 92123; telephone number
619/560-1468, to perform the plan check for your
project. If you have any questions regarding these
plan check items, please contact__________________
$YSD AtEi3'7.
at Esgil Corporation. If you have any questions
regarding City Building permit procedures, please
contact Carter Darnell at the City of Carlsbad, 2075
Las Palmas Dr., telephone 619/438-1161.
Thank you.
2/14/90 11
£
Date £/21('70 JurisdictionCARLSBAD
Prepared by Bldg. Dept.
Y&17 VALUATION AND PLAN CHECK FEE Esgil
PLAN CHECK NO.
BUILDING ADDRESS 976 &A-itJ
APPLICANT/CONTACT C?9,4e e/?- PHONE NO.
BUILDING OCCUPANCY - ft-3 DESIGNER PHONE____________
TYPE OF CONSTRUCTION : CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
____ 4/4- ____ 7492
• 3?7
Air ConditioninE
Commercial-
Residential
Res. or Comm.
Fire S'orinklers
Total Value I70
Buildiri§ Permit Fee.S
77
Plan Check Fee $ •
COMtiI:NTS: •
SHEET OF_____ 12/87
BUILDING PLANCHECK
ENGINEERING CHECKLIST
I cA'
- DATE: _14 At 1C, ' ITEM COMPLETE
PLANCHECK NO. 90— l2.5 ITEM INCOMPLETE -
2-G-18 OCEFN .ST
NEEDS YOUR ACTION
S N R X ITEM SELECTED
T 0 D A.RW. 203—I4I -01
C C C PROJECT ID:_________________________________
H H H
E E E LEGAL REQUIREMENTS
C C C
K K K Site Plan
E 1. Provide a fully dimensioned site plan drawn to scale. Show:
north arrow, property lis,easements, existing and proposed
structures, streets, right-of-
wai.tidth)and dimensioned setbaci
Show on site plan: Finish floor elevations, pad elevations,
elevations of finish grade adjacent to building, existing
topographical lines, existing and proposed slopes, driveway
with percent (%) grade and drainage patterns.
Provide legal description and Assessors Parcel Number.
Discretionary Approval Compliance
No Discretionary approvals were required.
Project complies with all Engineering Conditions of Approval
for Project No.____________________
Project does not comply with the following Engineering
Conditions of Approval for Project No.______________________
Conditions complied with by: _Date:__________
Field Review
Field review completed. No issues raised.
- Field Review completed. The following issues or discrepancies
with the site plan were found:
A. Site lacks adequate public improvements.
'( B. Existing drainage improvements not shown or in conflict
with site plan.
Site is served by overhead power lines.
Grading is required to access site, create pad or provide
for ultimate street improvement.
FRM001O .DH 08/29/89
Site access visibility problems exist. Provide onsite
turnaround or engineered solution to problem.
Other:_______________________________________________
Dedication Requirements
9. Node41çaton required.
%./ 10. Dedication required. Please have a registered Civil Engineer
/ or Land Surveyor prepare the approii9ifITiiTescritT -
/
ton
ogether with an 8%" x 11" plat
- map andbm1rtithIt1tle
/
I lüitbé approved aflWijndbyotThèr(s) prior to issuance of
I Building Permit. The description of the dedication is as
follows:,' I1OtJ/L fPJ. ALnMG CCFLJ ST
\\ F?LYLTE
Dedication completed, Date:!! £R9O By:______________
Improvement Requirements
No public improvements required. SPECIAL NOTE: Damaged or
to occupancy.
Public improvements required. This project requires
construction of public improvements pursuant to Section 18.40
of the City Code. Please have a registered Civil Engineer
prepare appropriate improvement plans and submit. for separate
plancheck process through the Engineering Department.
Improvement plans must be approved, appropriate securities
posted and fees paid prior to issuance of permit. The required
improvements are:__________________________________________
Improvement plans signed, Date:___________ By:
FRM0010.DH 08/29/89
13. Improvements are required. Construction of the public
improvements may be deferred in accordance with Section 18.40
of the City Code. Please submit a letter requesting deferral
of the required improvements together with a recent title
report on the property and the appropriate processing fee so
we may prepare the necessary Future Improvement Agreement.
The Future Improvement Agreement must be signed, notarized and
approved by the City prior to issuance of a Building Permit.
Future Improvement Agreement completed, Date II 1II.$3O
By:
Grading Requirements
13a. Inadequate information available on site plan to make a
determination on grading requirements. Please provide more
detailed proposed and existing elevations and contours.
Include accurate estimates of the grading quantities (cut,
fill, import, export).
No grading required as determined by the information provided
on the site plan.
Grading Permit required. A separate grading plan prepared by
a registered Civil Engineer must be submitted for separate
plan check and approval through the Engineering Department.
Grading Inspector sign off. Date: By:
Miscellaneous Permits
Right-of-Way Permit not required.
Right-of-Way Permit required.
issued by the Engineering
following:_cvt\IFVJA"t' ,PPr
A separate Right-of-Way Permit
)artment is required for the
- Sewer Permit is not required.
Sewer Permit is required. A Sewer Permit is required
concurrent with Building Permit issuance. The fee required
is noted below in the fees section.
V' 20. Industrial Waste Permit is not required.
FRM001O.DH 08/29/89
NIA 28.
I'
21. Industrial Waste Permit is required. Applicant must complete
Industrial Waste Permit Applicantion Form and submit for City
approval prior to issuance of Building Permits. Permits must
be issued prior to occupancy.
Industrial Waste Permit accepted -
Date: By:_________________
Fees Required
t4/i 22. Park-in-Lieu Fee
Quadrant: Fee per Unit: Total Fee:_______
NLA 23. Traffic Impact Fee
Fee Per Unit: Total Fee(oO -
24. Bridge and Thoroughfare Fee
Fee per Unit: Total Fee:
Public Facilities Fee required.
Facilities Management Fee Zone: I Fee:
Sewer Fees Permit No. EDU's
Fee: -
Sewer Lateral required:
Fee:
REMARKS:
S1-lO'AJ EX (ThT' IS) P.4tj ELEU4T1oJ)
Pt?f'%JIbE PI2flFIL O
.SJPL -n4ru4
ENGINEERING AUTHORIZATION TO ISSUE PERMIT
BY:_SC}.4E1ELL- Date: i I I'JFC fl
ibD1TQ&J/L PAW, MOST BE bEgigL TO Cer'r
8EFOQ. SUILDIN8 PERMIT IU4&X2
FRM001O . OH 08/29/89
pns~ APN:
Plan Check No. 9k2- 12. 5 Address 0670 OCéM.Jszusl—
Planner t1.4,J /,'tJ.- Phone 438-1161
(Name)
Type of Project and Use N&1f4) vør#J
Zone 9~~ Facilities Management Zone /
Legend
E1 Item Complete
Item Incomplete - Needs your action
Environmental Review Required: YES _____ NO K. TYPE
DATE OF COMPLETION:
Compliance with conditions of approval?
require action.
Conditions of Approval
If not, state conditions which
APPROVAL/RESO. NO.
PROJECT NO.
OTHER RELATED CASES:
DATE:
If not, state conditions which Compliance with conditions of approval?
require action.
Conditions of Approval
PLANNING CHECKLIST
1, 2, 3 Number in circle indicates plancheck number that deficiency
was identified
EI'D 0 Discretionary Action Required: YES _____ NO i( TYPE
Coastal: YES ?( NO DATE OF APPROVAL: _______________
Compliance with conditions of approval?
require action.
Conditions of Approval
If not, state conditions which
0 Landscape Plan ReqUired: YES ______ NO (
See attached submittal requirements for landscape plans
Site Plan:
C3 Cl Provide a fully dimensioned site plan drawn to scale. Show:
North arrow, property lines, easements, existing and proposed
structures, streets, existing street improvements, right-of-way
width and dimensioned setbacks.
0 0 Show on Site Plan: Finish floor elevations, elevations of finish
grade adjacent to building, existing topographical lines, existing
and proposed slopes and driveway.
9/0 El Provide legal description of property.
1'o 0 Provide assessor's parcel number.
Zoning:
0 Setbacks:
Front: Required W Shown 2?
Int. Side: Required Shown ?'
Street Side: Required Shown ______
Rear: Required 10 Shown /0
Lot coverage: Required '60 Shown '137
ff 6 0 Height: Required -V Shown ZS
iJ 0 Parking: Spaces Required 2- Shown .
Guest Spaces Required - Shown -
Additional comments and remarks have been made on the building plans. These
marked-up plans may be picked up at the Building Department. These marked-
up plans must be resubmitted with the revised plans for this project.
Have plans been marked up? YES NO
DO 0 Additional Comments
OK TO ISSUE DATE
PLNCK. FRM
STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor
CALIFORNIA COASTAL COMMISSION Date June 16, 1990 SAN DIEGO COAST DISTRICT
1333 CAMINO DEL RIO SOUTH, SUITE 125
Waiver # 1047 SAN DIEGO, CA 92108-3520
(619) 297-9740
WAIVER AUTHORIZATION
George Q. Retz, Architect
3821 El Camino Real
Carlsbad, Ca 92008
Applicant: Irving 3; and Doris Gordon
1
Please be advised that you are hereby authorized to proceed with development
of your project, Waiver # 1047 which was reported to the Commission
onJune 15, 1990 . Development of your project is subject to compliance
with all terms and conditions specified.in the Waiver of Coastal Development
Permit Requirement already issued to you.
A copy of this Authorization must be presented with the Waiver to the local
building department. Shouldyou have any questions, please contact our office.
PETER DOUGLAS
Executive Director
by:
n
'1ATE OF CALIFORNIA-THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor
CALIFORNIA COASTAL COMMISSION
; SAN DIEGO COAST DISTRICT
1333 CAMINO DEL RIO SOUTH. SUITE 125
SAN DIEGO, CA 92108-3520 Date: June 4, 1990
(619) 297-9740
TO: George. Q. Retz, Architect
'3821 El Camino Real
Carlsbad, CA. 92008
SUBJECT: Waiver of Coastal Development Permit Requirement/De M.inimis
Developments-Section 30624.7 of the Coastal Act
Based on your project plans and information provided in your permit
application for the development described below, the Executive Director of the
Coastal Commission hereby waives the requirement for a Coastal Development
Permit pursuant to Section 13238.1, Title 14, California Administrative Code.
If, at a -later date, this informatiob is found to be incorrect or the plans ,
revised,.this decision will become invalid; and, any development occurring
must cease until a coastal development permit is obtained or any discrepancy
is resolved in writing.
WAIVER # 1047 APPLICANT: Irvinq.J. and Doris Gordon
LOCATION: 2678 Ocean Street, Carlsbad, San Diego County. APN 203-141-09
PROPOSED DEVELOPMENT: Demolition of an existing duplex, and construction of a
three-bedroom, 2,378 sq. ft. two-story, single family residence with attached
two cargarage on a 3,500 sq. ft. parcel.
RATIONALE: -The proppsed single family residence is located in anestabli
neighborhood of single .and multi-family residential development. The pro
structure is similar in size and scale to development in the surrounding
community, and will not have.any impacts on the character of the communit
As-.proposed, the project is consistent with the plan and zone designation
applied to the site in the Mello II segment LCP, and Chapter 3 policies o
Coastal Act, and will not have any adverse impacts upon coastal resources
The site is not located within any soecial overlay zones.
This waiver will not become effective until reported to the Commission -at their
June 12-15, 1990 , meeting and the site of the proposed -
development has been appropriately noticed, pursuant to 13054(b) of the
Administrative Code. -The enclosed Notice Card shall remain posted at the site
until the waiver has been validated and no less than seven days prior to the
Commission hearing. If four (4) Commissioners object to this waiver of permit
requirements,a coastal development permit will ble required.
(J'jhj&ø c L'f2n:'i tJ by: Patricia E. Orozco
CHARLES DAMM
South Coast strict Director J44—
cc: Commissioners/File - (0136R)
GEORGE 0. RETZ ARt.I-I I
GORDON RESIDENCE
2473 c::tcE:•:rI &: YREE!
CARLSBAD 7 CA
5-14-90
DATQ
ROOF LOADS
SHEATH IRS 2. a SHEATHING B
RAFTERS 3.0 I:::L..F JSi
CEILING 3.0 . CEILING 2..
i:•:)c) pr.f psi:. 100 p:
LL L.,,L..,.
20/1.25 16..0 £f() t
E8..0 psf .50.0 pEf
1.:c:)I:)F L...CJAE)G-• B .U. Rc:icsf DECK [...0DS
6,0 D.L. 10,,0
SHEATHING 2.0 L.L . 60 .0
F:AF.....:rc: 3.0
CEILING 3.0 '2:>c:'
:L40
L.L. 16.0
UNIFORM EiJ :r. LD i NG cor.)E j . '1 93b EDI T I ON
TIMBER— W ..c:.. Dc:JOL..As r :t F:
OR E!X $:L Fb- 150() psi, Fv.: 15 psi, E= 1800000 r .:.t
4*2 1450 95 1700000
x OR :> .js :t. 1300 85 1600000
S.S . 1600 B5 160000C)
••••$.,; STD . C—QO
RE I HF ., STL S•TM STD . A615 (3F 40
fm :1500 pi
fs -- 20000 psi
CONCRETE PORTLAND Ci'IErr ASTM C-150 TYPE I OR 11
f '
..: 20()0 p s . AT 28 DAYS
STEEL.STF:iJC ., b...1. .. ASTM I"} A36
PIPE COLUMNS , ASTM A53 OR. 231
BOLTS & i'.P....18 ATTM A10-7
IIj.: 2000 psi
Fv= 14500 psi
::::: 29000001.)
h -_k'
= i"Z 4 46
4
Va(i'
1,'Z4 Lt
OT I/
IQ
ct ?&tZI - -
cisVy L_ = i's
(J_. I Z -.ofz- 1W
Va W /1. I CaQ
2::7
.
(1)V?.1z UV(rl
.--------.----- --------.--..'--
L:ez
((Jrz Y./) 7'
(Jr:
.,< (40 p
4 . If '41
PAGE
SUBJECT
------------------------------------------------------------------------
DATE 'IY.
TIMBER BEAM DE.SItY3N
Beam Mark :>>:> All RR2 Hi R2 R3
. -..-....-.-. I.
CENTER SPAN fj. 10.00 10.00 18.50 15 .00 23.50 23.50
16 90 120 72 60 ki . L.L. 0/ft 64 21 120 160 96 80
W--DL.. *i/ft 1 .0 . o 0 o 0 0
0 '.: 0 0 Ci 0 ft 1 (),.()() c),,C)c) 0..00 0..00 0.00 X-Right ft 1 0.00 0 .00 0 .00 0.00 0.00 t:)..00
F::.i DL lbs 1 0 0 0 0 0 0 P-i 1.1... lbs 1 0 . 0 0 o 0 0 X--i .fj; 0.0 0.0 0.0 o..<: 0.0 P-2 DL lbs 1 0 C) 0 0 0 0 P--2 LL :Lbs: 0 0 0 C:). C) 0 0..0 0.0 o..o . 0..0 0.0 0.0 P-3 DL Lbs 1 0 0 o o o o 3 LL lbs 1 C) C) 0 0 0 0 ft 1 0.0 0.0 0.0 0.0 0..0 0..0
CANT. SPAN ft 1 0 .00 0.00 0.00 0 .00 0 .00 0 .00
Wp--DL.. #/.f 1., 1 0.1 0 0 0 0 (.'Jp--L..L. ii/ft: C) C) o o 0 o
• C)..C)() 0.00 C),,c)C) (,.c'.:
X-Right ft 1 0.00 0,,00 0.00 0.00 0.00 0.00
P-:L DL.. lbs i 0 0 0 0 0 0 P-1 LI.. lbs 1 C) 0 0 0 o ()
0.0 0.0 0.0 0.0 0..0 0.0
1)1.. :iL!: 1 0 C? <. ....t... .) .) X-2 ft I 0.0 0.0 0.0 0,.0 00 0.0
-....-..-..-.................._._....._.._..._.I ........................- ..............I ...-.-...--.......................................I ---.--..--........-
........_...._ .................I ........I ......._.._ .....................I .................................I ................_.._.... ....--....- ..--.---.....•.-............-.
psi. 1 I 500 1,450 1,500 1,500 1 300
........
1 $OC) Fv psi I 95 95 95 95 . 85 85 psi. I 1. .. BE4-06 1.7E+06 1.8E+06 1.8E+06 1 .6E+06 i.. L....t)..F,, I :L..CC 1..0() :L,,C?() :L..':)() :L,,C;Ci 1.,0C
:::. BEAM WIDTH in 1 3..5 1..5 3.5 3.5 5.5 5..5 rAI1 DEPTH H r () 5 .50 11 11.25 11.25 11 .25 -. ............-..-..- ....- .... .._..____......I.._ ......__•__.___._.--.--I --.--------___._...___I -----...--.-..-.-....._.I .....----....-•-----
......._.._...._.____I_...._._.....__._.._._.I.__..._._
---...--....................- .......-.............I ........_.._..._ ........ ........ P08.. MOM.. in-'k 16.,B 5,.5 107..8 94..E; 139..2 116..0 NEG. rloi1. -•< 0.0 00 0.0 0..0 0.0 0.0
PAGE
FROJEC1
SUBJECT :
BY
S4.
REACTIONS
Left DL lbs 1 240 so 832 900 846
LL. lbs 1 320 10 1. J 10. 19 200 14108
Right a Efl.. lbs 1 240 su 032 900 Ow 7n5
L..L.. lbs 1 320 105 1,110
.I..__...
1,200
,._._..._..,
WAS
. ..-.-. I._._._.
940
I
STRESSES
(f Depth 1 1.000 1.000 1.000 1.000 1.000 1.000
Fb: Allow psi. 1 WOO 1,450 1,500 1,500 19 300 19 300
Actual psi 1 952 734 1,460 1,280 1,200 1,000
I-v Allow psi 1 95.0 90 95.0 95,,0 85.0 85.0
Iv ACtUEi PSL 1 43.6 336 74.0 80.0 47,9 :si
DEFLECT IONS
I I
CENTER SPAN
ft 5..() 5.0 9.2 7.5 1:1.8 1:1.8
DL, r)€fi 0,124 0.102 0.317 0.183 0.473 0.394
L. / Defl .. 971 1,170 700 984 596 715
L.LDef1 .in 1 0.165 0,2.34 0,.423 (:),,246 0.,631 0.526
L. / Df 1.. i 728 89E. 525 738 447 536
Df :L 416 510 300 422 255 306
CANT.. SPAN :
ft 1 0.00 0.00 0.00 0.00 0.00 0.00'
DL Df i .. in 1 0 .000 0.000 . 0 .. 000 0 .000 0 .000 0 .000
Li.. Dcf :L .. in 1 0 .000 0.000 . 0 .000 0 .000 0.000 0 .00'')
:i&ic:;V M2rr L '
PL it zof (20
-.L U I C
I?4 o-
16
- Pj4-,V0,19 M r31Z
-
Ct~to~
- ---
15
r
046- 11 *6
Lt J _L1 2-_— -
qAO (111 4a14
L. I
us iz iIz . Z.
r-
U?l I
t(o -UZ Wi cc'w (Z1
PPL? S'4
vul4tt .rz
LLt.
!:AGE
FRC.;...IE:C:
SUBJECT
------------------------------------------------------------------------
:C)iITE:,,
TIM}3E.R DEAN DEsIc?N
Beam Mark :> :> :> RB R9 F: :10 -- ....-...-..--..-..-.. -..-..--..-..-....-.I._...._._...._.._...._....___._._I.__..._._._._____....._._...I_ .....____..__I .__.__ ____.._. _._._.I . -.
CENTER SPAN ft 15.00 5.00 13.50 10 .00 5.00 12.00
W DI 4 /ft! 120 0 42 84 0 0
W---L L #lft 160 c:) 56 . 100 0 0
W--DL #/ft 1 C:> 0 0 0 0 0
#1-Ft.:: o o o o a 1a ft 1 0.00 0.,00 0.00 0.00 0.00 0.00
ft 1 0.00 0.00 0.00 0.00 0.00 0.00
1 DL lbs : 832 1,746 o o 2E4 846
L.L. lbs 1 1,110 2 9 328 0 0 378 1 9 128 ft 1 7..5 2.5 0.0 0..0 2..5 6() P--•2 DL. lbs 1 0 0 a a 0 a P--2 IL lbs 1 0 C) 0 C) C) C)
ft 1 oo 0.0 0..0 0.0 0.0 0.0 P-3 DL. lbs 1 C) 0 0 0 0 C)
P-3 LL. lbs 1 0 0 0 0 0 0
ft : 000 000 0.0 0.0 0,0 0.0
CANT . SPAN ft 1 0.00 0.00 0 .00 0 .00 0.00 0 .00
Wp:LL.. #/f.t O. 0 0 C) C) C)
vJp LL */ft: 1 0 C) . 0 0 0 0 X--Left ft 1 0..00 0.00 0.00 0..00 0.00 0.00 X-Right ft : 0000 0000 0.00 0.00 0.00 a.00
F--i DL lbs : 0 C) o C) 0 C) F'....2. LL. lbs 1 0 0 C) 0 0 0
X-1 ft : 0.0 0.0 0.0 0 .0 0.0 0 .0 P....2 DL. lbs 1 0 0 C) 0 0 a P-P LL lbs 1 0 C) 0 o a a
-it 1 0.0 0.0 000 0.0 .
.......................I ............................................I .............................._.__I ....................-.........I .................................I ....................... ............................
: i. 2. %(:x:) 1,500 11500 1 1000 J. .,
) 5 i 1 35 95 95 95 95 55
:::. E psi 1 1 .6E+06 1 ,,E3E+()6 i DE+C)6 1 .. BE+()$ 1.. BE+<)6 1 SE+06
) L_..DOF..
, : i,,C)C 10C)(:) :1,,00 i,,c):) :L..c:)'::) :L,.c:':>
1E:A'l WIDTH in : 7.5 305 3..5 3 :3..5
BEAM DEPTH TH n : ii 9 .25 1 1.25 5.50 9.25
.---.-....---- .....--..-...- ........I .......-................___._I.._._._ ---.-.-.---...---...-.......-...-..-.......-. ............................-..-.........................................--...
........__._......._ ..............................._I.._........_.._._ ........__I -------..._ ...............I.__.._._
...- -.-.--.
.................I I PUS.. MOM.. in-k! 181.,9 611 26.8 27 .6 99 71,1 4E(3,, i'uil,. in-k! C:,,o 000 ()C) 0.0 c>..(:) 0.0
PAGE:
PROJECT
SUBJECT
DATE
-----------------------------------------------------------------
sio
REACT IONS
Left m DL.., iL:)s 1 1,316 873 2.84 420 :t'2 423 L.L. lbs 1 1,755 1,164 378 500 189 564
Right : DL.. lbs 1 1,316 873 284 420 142 423
1.1 lbs
............- .......-..... ........I
1 1,755
......._._.._._ .................._I..........._.__..............I
1,164 2r7e
..............................I...................
500
-............I..._
1S9 56,4
..........................I. .................... ......................- ............- ...-..-...-.-......-...,-....-..............................................................................-.... ..
Depth 1 1.000 1.000 1.000 1.000 1.000 1.000
Allow psi 1 1,S00 1,500 1 9500 1,500 1 ,500 1 ,500
Fb: Actual psi : 1,150 1,224 074 :34 56' 1,424
FV Allow p. 1 85,0 iso 95.0 cso 90 95.0 Fvm Actual psi • 546 94..4 39.1 350 25.8 45..7
DEFLECTIONS IONS I
- -- .- -. -------- ._I ...... .:_..._...... ......................._.................... I I CENTER SPAN
:> X•-Dist. ft 75 25 6.8 5..0 2.5 60
Di Def I in 1 0.. 167 0..019 0..:157 0..025 o..o:is 0.,:127 L./Defl .. ,078 3,173 1v 033 4,746 4 9 101 1,137
L.LDef:1 0.,223 0,.0E5 0..209 0.030 0.0:19 0.169
L.. / Def]. ,. 808 2, 300 774 3.907 3.081 853
L/Tot Df 1 462 1,360 443 29 167 1,759 487
CANT., SPAN
X -D ist. ft 1 0.00 0.00 0.00 )t ) 0.00 0.00 1j I
DL Df1 .. in I ()..00() 0.000 0.000 0.000 € ..c:j:: ..
iL. D.f 1 0 .0 00 0 .000 0.000 0.000 0 .000 0 .000
12"
kY: 10 (.33 :133
L3 E.z
T r
- -
tr V3
S3.
tld~ a dl oz
(2
(OIy3'3
192'
'2. Cx9 pr 2,) ( (Cci
PAGE j
PROJECT -.'
SORjErT
DATE
Beam Mark >>> FJI FJ2 DrL
CENTER SPAN ft 1 20.00 15 .00 12 .00 9.00 11.00 8 .00
W D1 4*/ft 1 13 13 13 is is :13 W-L.L 4*/ft 1 53 53 53 53 50 80
4*/ft 1 0 o 0 o 0 0
Np-I_I.. #/ftl o 0 a o o C'
X-Left ft 1 0.00 C)C)c::) CI_CIC) 0.00 0.00 0.00
ft; : C)OO 0.,00 OC)C) 0,,00 C)OO 0.00
P-1 Dl... lbs 1 0 0 0 o o
P-1 L.L. lbs 1 0 () C) 0 C) 0
ft 1 0,,0 0.0 0_0 o_o O_O 0,,0
P--2 DL. lbs 1 C) 0 C) 0 0. C)
P--2 LL lbs I .0 C) 0 C) 0 C)
ft : oo 0.0 0.0 0.0 0.0 0.0
P-3 DL. lbs I C) 0 0 0 0
P-3 LL lbs 1 C) 0 C) 0 0 C'
ft I o_o 0.0 0.0 0.0 0.0 oo
CANT . SPAN ft I 0.00 . 0.00 3.00 6.00 0.00 0.00
Wp-DL 4*/ft I 0 C) 13 :1.3 C) 0 Np--LI. 4*:/ft I 0 0 53 53 C) 0
.ff. : 0.00 0.00 3..00 6,,00 0.00 0.00
X--Right ft: 1 0.00 0.00 C)_OC) o_oo 0_00 0.00
P-1 DL lbs 1 C) 0 0 0 0 0
P....:1. IL lbs I 0 0 o 0 0 0
X-i ft 1 0,0 0.0 a_a a_a 0.0 0.0
P--2 DL lbs 1 0 C) o 0 0 0
P--2 L..1_ lbs 1 a o 0 a a a
._
ft : 0.0
..- ................-....__ ..................__.I._....._..._...._..._._...._....I__.._...................._.I.__,_..
a_a 0,0 0_0 0..0 0.0
.................I .............................._ ...........................-.-..............--- ..._ ...................................._-_...-
hpsi I I,450 1,450 1 ,450
.I ..-..__--. ............----
J ,450 11450
.•1
1 , 450
ps i 1 95 95 95 95 r:!:::, C?F.
:> E p1 1 I,,7I:•+0 17E:+ :i..:E:•+•'...:. 1,,7r -0::i
:::t....t)F,. 1 :I,.:c, 1.00 1.00 1100
::AN w:tL)TH in 1 1_5 1 :1 :1.5 .L
:> BEAM DEPTH in I
_- _..-...........__.._.........I__..__
1125 11_25 11.25 11_25
.....................I .................................I
7_25 5_SO
............................I ............._•_••________•_•••___I__._.•____.•____...---.-_I_-_-.-........-____-
POS. MOM. in-k! 396 22,,3 16..1
.....-_
16..7 16..8
...........•1
8.9 NEG.. llCwl,. iri--i<1 Cl_C) 0.0 (3.6) (:14_3) 0•.0 0_0
PROJECT
SUBJECT
DATE . BY
RE:ACTIONS
Left : DL lbs 1 :130 98 53 . 84 72
L.L. lbs 1 530 398 33P 344 439 0
cllt. lbs 1 :130 98 34 46) 72 52
L.L. lbs 1 530 398
. .__._...i.._
139
. ..._......__.._I..._.
(186) 439 320
STRESSES
..-.
I .
C;f-- Depth 1 1.000 1.000 3 .000 0() ., .(:( :t
hot Ailow psi 1 :L :i.,450 1%450 1,450 .
Fb Ac tua l psi 1 1,252 704 509 529 J 1 1 181
I::\, A:L:Lt:iit.i psi : C?Ij() 950 95.0 95.0 cI::i(i 95.0 Fv Actua l psi 1 58..7 44.,0 37..4 3E3..1 70,.4 67.6
DEFLECTIONS
I - I I
CE:NTER SPAN
X•-•Di st. ft i 10..0 7..5 6,,0 4_5 5..5 4.0
DL. D1 in 1 0.155 0.049 0..03E. ':. 034 0.. 053 0..034
L../Defl,, i.552 367S 4 ,457 3183 2,496 2 9 833
LL. :L -in 1 0 .631 0.26o 0 .085 0 .033 0.325 0.209
1.' D'f 1 .. 381 902 1,699 3,310 407 460 I/Tc' t Df :L 306 72/4 1,230 1,623 350 396
CANT.. SPAN
> x):)ist, it; 1 . 0..0(> c),,'.:)c:,3 .00 :.,::Ic 0.00
DL .. in 1 (:)..c)c)c) 0.000 --').. -C) C)
L.L. tf:L i n 1 O..00)() C)_C)OC) -c,,c:I' -0.197 o,,o:ic' WOOO
L = ext; I iyzr
-, LU-• it('i 5'/2 - V ' ls/i
4o/j5;/...
No
FL..
Viz
rQ1 Ic f )1-ots ±- w j1.c/z (000
3Q p2(4
1C(-/)l'<l54/,
40. '- 11 /o. -f t1 * ( C c/) + i (c0/)
Lo,l0 ti)+ t.(i;ci'a)
40 V ('z/ •& x Aa - (& Li .r /a :. 1,-7 -
i1' 4xI2ft
I
(cL/.
U-
PROJECT
SUBJECT
HATE
1 I M :E F: R :..: E A .0 F S i G
Fpin l:h:i y.k >>)• El
-........-..._.._.._.._......_._._...._.I__.._..___.__..._. .___...I.._.__._._....._._I.._......
F:2
--------------------------------------------
ES
...l_...
F4 F5 F6
. .._ . _._,
CENTER SPAN ft 1 8..50 3,00 9..00 650
.
1:1 ..S0 9.00
W- DL. 4k/ft 1 300 330 373 370 64 24
W L.L. *'ft 300 600 467 700 272 32
Wp-DL. W/ft 0 C:) o 0 o o
0 o :) C) a a
ft : 0.00 C)C)C) C),,C)() . ()Cx) o.,c.(:) 0.00
;'('Fiqht ft 1 C)()() C)C)C) (),,OC} ()(:)c) (:)(:)c,
,::.....j DL lbs : 703 C) 0 c
1.1... lbs 1 940 0 C) 0 u a
3.8 0,,0 0.0 0.0 0.0 0..') DL. lbs 1 873 () C) C) 0 0
FP E.L. :iL:s 1 1164 C) 0 C) 0 0
72 0.0 0.0 c)<:I <:),,o 0.0
P-S DL lbs : o a a c 0 . o -
F'--'J LI... lbs 1 0 0 0 0 0 C)
X--3 ft 1 0.0 0.0 0.0 0.0 0.0 0.0
CANT . SPAN f t : 0 .00 0.00 0.00 0.00 0.00 0.00
Wp PL.. * / ft C) 0 C) 0. C) C)
Wp-L.L. */ft C) 0 0 0 a
X-'-L.e'ft ft : 0. 00 C)00 000 000 o..00 o..00
X--'Right ft 1 0.00 0,,00 0,,00 o.,(:)o 0.00 0.00
P-1 DL lbs 1 C) 0 0 C) C) 0
P-•i. Li lbs 1 a o a a a 0
f• : 0.0 0.0 0.0 0.0 0.0 o,,o
P--2 DL lbs 1 0 0 C) 0 0 0
P-2 Li.. lbs 1 0 a 0 C) 0 C)
ft 1
-.-................--._......._.__...._I.._............._._._..
0,.0 0,.0 0.0 0,,0 0.0
....I .........._._.__.._..._........I._.................................1.............-.............I
0.0
:> Fb psi :
-----..-....___•__•••___•••___••••_••_•••_••)_.____.-_I -..--
1,300 1,500 SOC)
......................I.--....-..................-
1,300
..................................................-.
1 9 500
............
1,500 psi 1 ss 95 85 85 95 95
1 6E-I••06 . BE+06 1.6E+06 1.6E+06 1 SE•'06 I .. SE+06
:1....):..F'.. 1 i..c.)'.:) l. 0) :...<)) 1.00 I... j::;
:. BEW! WIDTH in 1 7.25 3.5 7125 5 .5 . BEAM •3 •••••f••....II in 1 11.25 7.25 i I .. 25 11.25 25 Q - E . 5 .5-D
....._- .......................................-.--..-.".-.- ........I..._ ...................................................-....-.-----------------------------------------------------------------..--......-... ....................................- ....-.................... ............-.........__.._., ............................I._____............ ..........................................
PC:S., MOM. in--k 11B..5 12..6 102..1 57,,8 66..7 6.9
WE(3., ,ilC1in-k! c:)c) . 00 0 .0 C)(> <)..C' C).,C)
PROJECT
su}3:rEcT
DATE
------------------------
DY ---------------------------------------------
P4.
REACT I ONS
Li!f t DL. lbs ' 1,797 495 1,678 1,202 38 108 LL. lbs 1,971 900 2,102 2,275 1,564 144
Right Di... Lbs : 29 331 695 :1,678 19 202 368 :108 L.L. lbs
-...-..-..-...-..-.-- ....__.__.____..__.__.__,_._.__.__...__.__.___..........t_.__._.._...................I
2,683 900 2,102
......._.._.._.._.__...._......I.._.._........-
2,275
..............I
1,564
..............................I.__.__.._......
144
STRESSES
I I
Cf-- Dep th : 1.000 1.000 1.000 . 1 .000 C)C)O 1.000 1.000
Al low r::.F:. 1 19 300 11500 1 1300 11300 1 .9-0 1 .500
c:;.tiL c:'s. 1 775 409 667 585 1.321 386
:iit:,.$ 55,.0 C5 ,() 95.0 Fvm Ac:tual psi 196
DEFLECTIONS
- - .-.. - .- .- .
I ................_._.. - -- __•_I - -
I...__...._.....................I --------
.......-........_..... ..........I ..._._.........................I I •• - •I .................................I I I ------- CENTER SPAN
:> X--Dist. ft : 4.2 1.5 4.5 3..2 5.8 4.5
DL Defl in 1 0..043 0.003 0.040 0,.014 0.061 0.041
L / Def]... 1 2,388 ..11,976 2,700 5,480 2,277 2,663
LL Def 1 In 0 .048 0 .005 0.050 0.027 0.258 0.054 L. I Defi .. 2,07 6,587 2,156 2,897 536 1,997 1./lot Defl, i 1,119 4.249 :1 1199 :1,895 634 :1,141
CANT SPAN
> X--Dist. ft 1 0.00 0,00 0,,00 0..00 0.00 0.0()
DL.. DO . in 1 0.000 0.000 0.000 0.000 0 .000 0.000
i_i. D€f :i .. in 1 0,000 0.000 0 .000 0.000 0 .000 0.000
'4 1
--------------- -
- Ii rz.
i ' i"t
ios
4-i
* •
4..
i&JQUQ±L
L c
ir- jo c,f2 - I2
(&)c 2o
-;;-;c---,
c-I,
cq
2C,3i
1
I —.(bç( • I21
-71
Ur
LI-
4O)/'.
a2r2-
LL--_(Iic'
I4 i•L
PAGE
PROJECT
SUBJECT
DATE
TIMBER
---------------------------------------------------------------------
BEAM DESIGN
Barn Mark >>>
--. . . _-.
F7
..- ._._._I ....._......___.__..._._._I__........_...._.
----------------------------------------------
FS F9
..I.._..._.__..._.
F:LO
. I......
CENTER SPAN f t 1 19.00 00 oo
W-DL... $/f j. I 50 60 225 E25
220 300 (:1
Wp-DL. o C> C)
L4p-L..L. #/ftl C) 0 () . 0
ft 1 000 0.00 c:)c)c) 0.00
X-Right ft 1 000 0.00 c),(:)o 0,,00
P•--:L DL... :lbs : 1,12S C) 1,3:16 832
P-1 L.L. lbs 1 19 504 0 1,755 1,1:10
ft 1 3..0 0,.0 1.8 1.2
P-2 DL. lbs 1 1,128 0 ol C)
P-2 L.L. lbp 1 1,504 0 C) 0
ft 1 160 0.0 0.0 0.0
P-- DL. lbs 1 0 0 o o
P-3 Li.. lbs 1 0 0 0 0
(:)c) () .j•: 0.0
CANT. SPAN ft 1 ::))c) :),.:)C 0.00
I)I 0/ftl C,
ft : Q.00 (},,CiC) (:).,()C)
X-Right ft 1 0.00 0,,00 0.00 0.00
i:.._:L DL lbs 1 0 C) 0 0
F'-i. LL lbs 1 o
X--1 ft 1 c:)',,c) 00 (),.() 0.0
F'-2 DL lbs : o 0 0 o
LL lbs 1 ()
-..--.-....-..------_...__.._.p__..._......___...____
rt : :o
........I__..___._._..__
0.0 0.0
........._I ..............................I
o..o
........................... -- .........--..-........---.............-
:> Fb
..-
psi : 1 1300
....-.-....- .............................-
11500
........ ..
1 1300 1,500
:> Fv psi : 85 95 55 95
E psi F 1.6E+06 1 .. GEi-06 1.6E+06 1
:> L.D.F. 1 :i,,C() :I..0() 1.00 1.00
:> BEAM w:EDTI-•} in ' 92::; 3 .5 5 .5 3.5
:> BEAM DEPTH in 1
-..-..--.-.-...--.-...--.-.--. .......__.__..._I_._._ --------._........._.._.I.._.__._......_
:1125 550
........__..._.I ......._.___..._..._.._.__.I._..__._..................
11,25 9.25
POSH MOM,. • in-k: 176,.0
-----.--------,-.-.----..-..-
17.,7 59.1 28..0
MEG. MOM., in-k! 0.0 0.0 0,0 0.0
PAGE
PROjECT
s(JB.:rEcT
---------------------------------------------------
DATE bY
REACTIONS 11
Left DL lbs 2,553 :195 1,418 :1 186
LI... ibm. 1,504 715 1,891 832
Right : DL. lbs 1 2053 195 1,023 770
L.L.
- ......-.-.-.......---.--.........-I -.----....-..
lbs 1
........................_..___...I
1,504 715
.........._.._._._.__.._. ._..I
1 p 364
......._ ....._.._............l._.....__._._
278
STr-EsSE•:s
............- ..- ------------------I ..-- ......................,-..-- ............ ............-
7-
C f- Dep th 1 1.000 1.000 . 1.000 1.000
Fb A l low psi 1 1,S00. 1 ,500 11300 :1 1500
Fbm Actual psi 1 902 1,006 51() 560
Fv A:I.l(:.J psi 1 85.0 95 .0 85,0 95.0
Fv Actua l psi 1 58,,5 70.9 80..2 93.5
DEFLECT I ONS
-
. I --. -.- ......__I_._._.__.__.._._._..._.....I..._-....--..-.-.........I.......................... I I I
CENTER SPAN
:> X•--Dist .ff. 99 3.2 2.,.5 2.,5
DL. t)f 1 in 1 01396 0.028 0 .008 o .. 0:1.4
L. / Defl . 576 2p827 7,488 4.,345
LL:Defl in 1 0 .194 0.01i 0,008
I..../ Defl ,. 1 1,177 771 5615 7260
L/Tclt De'f 1 ., 387 606 3 ,209 2 ,71B
CeNT . SPAN
:::. X•-••Dist.0.,00 o,c:0 c),,c).:}
i:i.. r)i:i .. 0 .000 0 .000 0 .000 0 .000
1._I.. Def l . in 1 0000 0 .000 0 .000 0.000
L Is
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' cc'c +
ltqo
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3
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ral
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ry
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--
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440% I o' r
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-
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141
1 c!E' P •(2.4 ; 4 ___
PJ
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- - - -a-.--
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;z•i ----
5' _••-i I
---•
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91
/F7 '77
'1
--1
SMEAR WALL SCHEDULE
SYM.
1.
SHEAR WALL SHEATHING
A-i 100 pif 1/2" gyboard w/ Sd cooler nails @ 7" o/c
A-2 200 plf en & fn
B-i 100 plf 5/8" gypboard w/ 6d cooler nails @ 7" o/c
8-2 200 plf' en & fn
C-i 125 plf 1/2" gypboard w/ Sd cooler nails @ 4" o/c
C-2 250 plf en & fn
D-1 125 plf 5/8" gypboard w/ 6d cooler nails @ 4" o/c
D-2 250 plf en &fn
E-1 150 plf 1/2" gypboard blocked w/ Sd cooler nails
E-2 300 plf @ 4" o/c en & fn
F-i 175 plf 5/9" gypboard blocked w/ 6d cooler nails
F-2 350 plf @ 4" o/c en & fn
6-1 180 p1-f 7/8" stucco cv, paperbacked lath w/ 16 ga.
6-2 360 plf staples 6" 0/c top & bottom plates &
en & fn, per ICBO report *1823
H-i 325 plf 7/8" stucco Dv, paperbacked lath w/ 16 ga.
H-2 650 plf staples 1 3" o/c top & bottom plates &
Br & fn, per ICBO report #1823
3-1 264 plf 3/8" CD-X std. plywood shtg., blkd. w/
3-2 528 plf Gd nails @ 6" o/c en & 12" o/c fn
K-i 384 plf 3/8" CD-X std. plywood shtg., blkd. w/
K-2 768 plf 8d nails & 4" o/c en & 12" o/c fn
L-1 636 plf 3/8" CD-X std. plywood shtg., blkd. ',i/
L-2 1272 plf Bd nails @ 2' a/c en & 12" o/c fn f Use
3x top 8. sill plates for L-2)
M-1 770 plf 1/2' CD-X std. plywood shtg., blkd. w/
M-2 1540 p1-f lOd naiIs D 2" o/c en & 12" o/c fn (Use
3x top & sill plates (P1 24/0)
N-i 870 plf 1/2" plywood struct. I blkd. w/ lOd nails
N-2 1740 plf @ 2" o/c en & 12" o/c fn (Use 3x top & sill
plates (P1 24/0)
M
1/2" A.B. @ 48"o/c
i/B" A.B. @ 24"o/c
1/2" A.B. @ 24"o/c
1/2" A.B. @ 12"o/c
1/2" A.B. @ 32"o/c
1/2" A.B. @ 16"o/c
HD-2/ PA 18/ ST 6224
MASONRY
1/2" A.B. @ 72"o/c
1/2" A.B. @ 32"o/c
1/2" A.B. @ 72"o/c
1/2" A.B. @ 32"o/c
1/2" A.B. @ 64"o/c
1/2" A.B. @ 32"o/c
1/2" A.B. @ 64"o/c
1/2" A.B. @ 32" o/c
1/2" A.B. @ 56"o/c
1/2" A.B. @ 24"o/c
1/2" A.B. @ 56"o/c
1/2" A.B. @ 24"o/c
1/2" A.B. @ 24"o/c
1/2" A.B. @ 12"o/c
HD-2/ PA 23/ ST 6236
16d @ 4"o/c
16d @ 2"o/c
WOOD
16d @ 16"o/c
16d @ 8"o/c
16d @ 16"o/c
16d i) 8 "o/c.
i6d 12"o/c
16d @ 6"o/c
16d @ 12"o/c
16d i) 6"o/c
16d @ 8"o/c
16d @ 4"o/c
16d @ 8"o/c
16d @ 4"o/c
16d @ 8"o/c
16d @ 4"o/c.
16d @ 4"o/c
16d' @ 2"o/c
16d @ 6"o/c
16d @ 3"o/c
in
HEAR WALL SCHEDULE
SYM. SILL CONNECTIONS
CONCRETE
A-i 1/2" A.B.72"o/c
4-2 1/2" A.B. 48"o/c
B-i 1/2" A.B.72"o/c
8-2 1/2" A.B.48"o/c:
C-i 1/2" A.B. 72"o/c
C-B 1/2" A.B. @ 36"o/c
D-i 1/2" A.B. 72"o/c
D-2 1/2" A.B. @ 36"o/c
E-1 1/2" A.B. @ 64"o/c
E-2 1/2" A.B. & 32"o/c
F-i 1/2" A.B. 56"o/c
F-2 1/2" A.B. @ 24"o/c
6-1 1/2" A.B.56"o/c
6-2 1/2" A.B. @ 24"o/c
H-i 1/2" A.B. 32"o/c
H-B 1/2" A.B. 16"o/c
3-1 1/2" A.B. @ 32"o/c
3-2 1/2" A.B. @ 16"o/c
3-1 & 3-2 Holddowns
K-i 1/2" A.-B. @ 24"o/c
K-2 1/2" A.B. @ 12"o/c
K-i & K-B Holddowns
L-1 1/2" A.B. @ 16"o/c
L-2 3/4' A.B. @ 16"o/c
L-1 & L--E Holddowns
I"I-1 1/2' A.B. @ 12"o/c
M-2 3/4" A.B. @ 12"o/c
Il-i & M-2 Holddowns
N-i 3/4" A.B. 24"o/c
N-B 3/4" A.B. @ 12"o/c
N-i & N-B Holddowns
1/2" A.B. @ 12"o/c 16d @ 2 1/2"o/c
3/4" A.B. @ 12"o/c 2-16d 2 1/2"o/c
HD-6/ HST 5
1/2' A.B. ID 12"o/c I6d &i
3/4" A .B. D12"o/c 2-16d) 2"o/c
HD-6/ HST 5
3/4" A.B. @ 12"o/c 16d @ 2"o/c
3/4" A.B. @ 8"o/c 2-16d 2"o/c
HD-6/ HST 5
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J](
PRELIMINARY GEOTECHNICAL INVESTIGATION
Proposed Single-Family Residence
2678 Ocean Street
Carlsbad, California
HETHERINGTON ENGINEERING, INC.
HETHERINGTON ENGINEERING, INC.
GEOTECHNICAL CONSULTANTS
July 31, 1990
Project No. 565.1
Mr. George Retz
P.O. Box 67
Carlsbad, CA 92008
Subject: PRELIMINARY GEOTECHNICAL INVESTIGATION
Proposed Single-Family Residence
2678 Ocean Street
Carlsbad, California
Dear Mr. Retz:
In accordance with your request, we have performed a geotechnical
investigation at the subject site. Our investigation was performed
in July 1990. The purpose of our investigation was to evaluate the
property with respect to geotechnical conditions, and to provide
recommendations for site grading and building foundation design.
To assist with our investigation, we: were provided with a Site
Plan.
With the above in mind, our scope of services included the
following: , .
Review of available soil and geologic reports for the site and
vicinity (see References);
Two hand-excavated test pits for visual observation, and
soil/bedrock sampling;
Laboratory testing of samples obtained;
Engineering and geologic analyses of the data;. and,,
The preparation of this report presenting our findings, conclu-
sions and recommendations.
SITE DESCRIPTION
The subject site consists of a relatively level, roughly
rectangular, approximately 0.1 acre residential lot. The, site is
located 'at 2678 Ocean Street, Carlsbad, California. The property
is bounded by Ocean Street to the west and existing residential
structures on the remaining sides.
The site" presently supports an existing two-story duplex.
vegetation on-site consists of grass and moderate to large plants
and trees.
5245 AVENIDA ENCINAS • SUITE G 9 CARLSBAD, CALIFORNIA 92008 9 (619) 931-1917
PRELIMINARY GEOTECHNICAL INVESTIGATION
Project No. 565.1
July 31, 1990
Page
PROPOSED DEVELOPMENT
It is our understanding that proposed development consists of the
demolition and removal of the existing duplex and construction of a
new, two-story, wood-frame, single-family residence founded on
continuous exterior and interior spread footings with raised-wood
floors and a, slab-on-grade garage floor. Building loads are
expected to be typical for this type of relatively light
construction. Construction is expected to conform generally to the
existing topography, hence, grading should be minor.
SUBSURFACE EXPLORATION
Subsurface exploration consisted of excavating two test pits to
depths of 5-1/2 feet. The test pits were hand-excavated. The
approximate locations of the test pits are shown on the
accompanying Plot Plan, Figure 1.
The test pits were continuously logged during excavation by a
geologist from this office, who visually classified the soil
(Unified Soil Classification System) and obtained bulk and
undisturbed samples for laboratory testing. The Test Pit Logs are
presented as Figure 2.
LABORATORY TESTING
Laboratory tests were performed on the samples obtained during the
subsurface exploration. Tests performed consisted of the
following:
Dry Density and Moisture Content (ASTM: D 1556 and D 2937)
Direct Shear (ASTM: D 3080)
Expansion (ASTM: D 4829)
Maximum Dry Density/Optimum Moisture Content (ASTM: D 1557A)
Results of the dry density and moisture content determinations are
presented on the Test Pit Logs, Figure 2. The remaining laboratory
test results are presented on Figure 3.
HETHERINGTON ENGINEERING, INC.
PRELIMINARY GEOTECHNICAL INVESTIGATION
Project No. 565.1
July 31, 1990
Page 3
SUBSURFACE CONDITIONS
The soils encountered in the test pits consisted of colluvium to a
depth of 4 feet in Test Pit No. 1 and 2-1/2 feet in Test Pit No.
2. The colluvium consisted of dry to damp, loose, silty fine
sand. The colluvium was underlain in both test pits by terrace
deposits composed of moist, medium dense to dense silty fine to
medium sand. The near surface soils were found to be non-
expansive.
Groundwater
No groundwater was observed in the test pits during our investi-
gation. It should be noted, however, that fluctuations in the
amount and level of groundwater may occur due to variations in
rainfall, irrigation, and other faätors which may not have been
evident at the time of our field investigation.
SEISMICITY
The site is within the seismically active southern California
region. There are, however, no active or potentially active faults
located within or adjacent to the site. Active or potentially
active fault zones within the general site region include the
offshore extension of the Rose Canyon/Newport-Inglewood and the
inland Elsinore, which are located approximately 3 miles and 25
miles from the site respectively. Strong ground motion could also
be expected from earthquakes occurring along the San Jacinto and
San Andreas fault zones which lie northeast of the site at
distances of approximately 48 miles and 66 miles respectively.
Seismic risks on-site are limited to ground shaking during seismic
events on active faults.in the region. The table below lists the.
known active and potentially active faults which would have the
greatest impact on the site.
Maximum Probable
Earthquake Estimated Bedrock Acceleration
Fault (Magnitude) (Peak) (Repeatable)
Rose Canyon/ 6.5 0.55g 0.36g
Newport-Inglewood
(3 miles SW)
Elsinore 7.0 . 0.19g 0.19g
(25 miles NE)
HETHERINGTON ENGINEERING, INC.
PRELIMINARY GEOTECHNICAL INVESTIGATION
Project No. 565.1
July 31, 1990
Page 4
SEISMIC EFFECTS
Accelerations
The most significant probable earthquake event to effect the
property, would be a 6.5 magnitude earthquake on the Rose
Canyon/Newport-Inglewood Fault. Potentially, horizontal
accelerations on the order of 0.36g are possible with a
duration of strong ground motion exceeding 25 seconds. Peak
(instantaneous) accelerations would be higher.
Liquefaction
Liquefaction is not a potential due to the dense underlying
terrace deposits and lack of shallow groundwater.
Landsliding
Seismically induced landsliding is not considered a site
hazard.
Ground Rupture
Fault rupture on-site is not likely. However, ground cracks
are possible during future seismic events, throughout southern
California.
CONCLUSIONS AND RECOMMENDATIONS
General
The proposed construction is feasible from a geotechriical
'standpoint. Grading and foundation plans should take into
account the appropriate geotechnical features of the site.
Site Grading
Prior to grading, -the site should be cleared, of the existing
structure and appurtenances, and stripped of vegetation. The
existing col].uviuin should be removed down to the underlying
terrace deposits in all areas to receive new structural
improvements and replaced as compacted fill. We anticipate
removals of up to 5 feet. Final removal depths should be
determined and verified by the Geotechnical Engineer during
grading.
HETHERINGTON ENGINEERING, INC.
PRELIMINARY GEOTECHNICAL INVESTIGATION
Project No. 565.1
July 31, 1990
Page 5
Following removals, all areas to receive fill should be
scarified to a depth of 6 to 8 inches, brought to near optimum
moisture conditions and compacted to at least 90 percent
relative compaction.
Fill should be compacted by mechanical means in uniform
horizontal lifts of 6 to* 8 inches in thickness. All fill
should be compacted to a minimum relative compaction of 90
percent based upon ASTM: D 1557. The on-site materials are
suitable for use as compacted fill. Rock fragments over 6
inches in dimension and other perishable or unsuitable
materials should be excluded from the fill. Hand picking of
debris resulting from demolition of the existing structure may
be necessary. All grading and compaction should be inspected
and tested as necessary by the Geotechnical Engineer.
3. Foundation and Slab Recommendations
The proposed structure may be supported on conventional
continuous/spread footings bearing entirely in compacted fill
or terrace deposits. Footings should extend to a minimum depth
of 18-inches below lowest adjacent grade and should be at least
12-inches wide. Footings located adjacent to utility trenches
should extend below a 1:1 plane projected upward from the
inside bottom corner of the trench. All footings should be
reinforced with a minimum of two - #4 bars, one top and one
bottom.
Footings bearing as recommended may be designed for a dead plus
live load bearing value of 2000 pounds per square foot. This
value may be increased by one-third for loads including wind or
seismic forces. A lateral bearing value of 200 pounds per
square foot per foot of depth and a coefficient of friction
between foundation soil and concrete of 0.4 may be assumed.
These values assume that footings will be poured neat against
the foundation soils. Footing excavations should be inspected
by the Geotechnical Engineer prior to the placement of steel to
ensure that they are founded in suitable bearing materials.
Floor slabs should have a minimum thickness of 4-inches and
should be reinforced with #3 bars spaced at 18-inches, center
to center, in two directions, and supported on chairs so that
the reinforcement is at mid-height in the slab. In areas where
moisture sensitive floor coverings are planned, slabs should be
underlain by at least 3-inches of clean sand and a 6-mu
visqueen moisture barrier. The visqueen should be separated
from the slab by the sand.
HETHERINGTON ENGINEERING, INC.
PRELIMINARY GEOTECHNICAL INVESTIGATION
Project No. 565.1
July 31, 1990
Page
4. Trench Backfill
All trench backfill should be compacted to at least 90 percent
relative compaction and tested by the Geotechnical Engineer.
5. Site Drainage
The following recommendations are intended to minimize the
potential adverse effects of water on structures and
appurtenances.
Consideration should be given to providing structures with
roof gutters and downspouts;
All site drainage should be directed away from structures.
No landscaping should be allowed against foundations.
Moisture accumulation or watering adjacent to foundations
can result in deterioration of wood/stucco and may effect
foundation performance;
Irrigated areas should not be over-watered. Irrigation
should be limited to that required to maintain the
vegetation. Additionally, automatic systems should be
seasonally adjusted to minimize over-saturation potential
particularly in the winter (rainy) season;
All yard and roof drains should be periodically checked to
verify they are not blocked and flow properly. This may be
accomplished either visually or, in the -case of subsurface
drains, placing a hose at the inlet and checking the outlet
for flow.
6. Foundation and Grading Plan Review
Final grading and foundation plans should be reviewed by the
Geotechnical Engineer to confirm conformance with the
recommendations presented herein and to modify the
recommendations as necessary.
LIMITATIONS
The analyses, conclusions - and recommendations contained in this
report are based on site conditions as they existed at the time of
our investigation and further assume the excavations to be
HETHERINGTON ENGINEERING, INC.
PRELIMINARY GEOTECHNICAL INVESTIGATION
Project No. 565.1
July 24, 1990
Page
representative of the subsurface conditions throughout the site.
If different subsurface conditions from those encountered during
our exploration are observed or appear to be present in.
excavations, the Geotechnical Engineer should be promptly notified
for review and reconsideration of recommendations. -
Our investigation was performed using the degree of care and skill
ordinarily exercised, under similar circumstances, by reputable
Geotechnical Engineers practicing in this or similar localities.
No other warranty, express or implied, is made as to the
conclusions and professional advice included in this report.
This opportunity to be of service is appreciated. If you have any
questions, please call. . .
Very truly yours,
HETHERINGT9J J N9,NERING, INC.
i1O488 44
Dtechnic&gineer 397
(both expire 3/31/92) 397 '
t Exp. Date
HETHERINGTON ENGINEERING, INC.
REFERENCES
Jennings, C.W., 1975, Fault Nap of California, California Division
of Mines and Geology, Geologic Data Map No. 1.
Ploessel and Slossen, 1974, Repeatable High Ground Accelerations
from Earthquakes, California Geology, September 1974.
Weber, Harold F., Jr., 1982, Recent Slope Failures, Ancient
Landslides and Related Geology of the North-Central Coastal Area,
San Diego County, California, California Division of Mines and.
Geology, Open-File Report 82-12LA.
HETHERINGTON ENGINEERING, INC.
I TP-2
OCEAN STREET
LEGEND
I APPROXIMATE LOCATION
TP-2 OF TEST PIT
SCALE: 1"= 10'
PLOT PLAN
HETHERINGTON ENGINEERING 2678 OCEAN STREET
GEOTECHNICAL CONSULTANTS PROJECT NO. 565.1 . I FIGURE NO. 1
ACKHOE COMPANY: Mole Brothers BUCKET SIZE: Hand-Excavated DATE: 7/18/90
W _il-1.. >
,-'DW
WI— crz TEST PIT NO. 1 ELEVATION
O)cl)
2W c1Z <WI- DZ W 00 ..jto
SOIL DESCRIPTION
COLLUVIUM: Brown silty fine sand, dry to damp, loose,
porous, roots from adjacent tree
96.7 I 3.1 ISM
99.1 4.7 TERRACE DEPOSITS: Brown to red-brown slightly silty
113.3 6.0 ISM fine to medium sand, moist, medium dense to dense
'N.. at 51
110
Total Depth 5½'
No Groundwater
No Caving
115
TEST PIT NO. 2 ELEVATION
0 COLLUVIUM: Brown silty fine sand, dry to damp,
— loose to medium dense, porous
— 101.9 2.6 SM
— TERRACE DEPOSITS: Brown to red-brown slightly silty
104.3 3.7 SM fine to medium sand with zones of tan silty sand, —
— moist, dense
99.6 4.0.
Total Depth 5½'
No Groundwater
No Caving.
LOG OF TEST PITS
KETKERtNGTOFf EIaIIEERIa 2678 Ocean Street
GEOTECHNICAL CONSULTANTS
PROJECT NO. 565.1 FIGURE NO. 2
10
15
Sample Location*
TP-2 @ 2'
LABORATORY TEST RESULTS
DIRECT SHEAR
(ASTM: •D 3080)
Cohesion
(Ps f)
0
Angle of Internal
Friction (degrees)
41
*Remolded to 90%, saturated
EXPANSION
(ASTM: D 4829)
Sample Location Expansion Index Expansion Potential
TP-1 @ 2' 0 Very Low
MAXIMUM DRY DENSITY/OPTIMUM MOISTURE CONTENT
(ASTM: D1557A)
Maximum Dry Density Optimum Moisture
Sample (pcf) Content (%)
TP-1 @ 0-2' 127.0 • 9.5
Project No. 565.1
Figure No. 3
CERTIFICATION OF COMPLIANCE
CITY OF CARLSBAD Plan Check No. 5-5
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS CARLSBAD, CA 92009
(619) 438-1161 AX
This form shall be used to determine the amount of school fees for a project -and to verify
that the project applicant has complied with the school fee requirements. No building
permits for the projects shall be issued until the certification is signed by the
appropriate school district and returned to the City of Carlsbad Building Department.
San Marcos Unified
270 West San Marcos Blvd.
San Marcos, CA 92069 (744-4776)
San Dieguito Union High School
710 Encinitas Boulevard
Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491)
Project Applicant: •QD41i1() APN:
Project Address:
/ 373 13"!r 0
RESIDENTIAL: SQ. FT. of living area Number of dwelling units
SQ. FT. of covered areaII!I7SQ. FT. of garage area
COMMERCIAL! IND IAL: SQ. FT. AREA
Prepared By 6LL7 Date
FEE CERTIFICATION
(To be completed by the School District)
I.-" Applicant has complied with fee requirement under Government Code 53080
Project is subject to an existing fee agreement
Project is exempt from Government Code 53080
Final Map approval and construction started before September 1, 1986.
(other school fees paid)
Other
Residential Fee Levied: $1) 641.(o--based on ,
O3\ sq. ft.@ c-
Conn/Indust Fee Levied: $
-
L/? '!'•.•-t •'
--1 :2•\
based on ____ sq. ft.@
Schbo District Official Title Date
AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential.
AB 2926 is capped at $.26 per square foot for commercial/industrial.
SCHOOL DISTRICT:
L "'arlsbad Unified
801 Pine Avenue
Carlsbad, CA 92009 (434-0610)
Encinitas Union Elementary
189 Union Street
'1
CARLSBAD UNIFIED SCHOOL DISTRICT
Fl CARLSBAD HIGH SCHOOL .
. RECEIPT NO.
VALLEY JUNIOR HIGH SCHOOL . 04177.
RECEIVED FR M . . . DATE t_\ cco
FOR:
USE OF SCHOOL FACILITIES/RENTALS $ . .
s..$ .9 *
'
NT
USE OF SCHOOL BUS $ ____________. .
DAMAGE TO SCHOOL PROPERTY $ $
DAMAGED OR LOST BOOKS $ . INSURANCE
. $
SALE OF SURPLUS . $ TELEPHONE COMMISSIONS $
INCOMEI ABATEMENT[]
TOTAL $
. . . . .
ACCOUNT NO. 1±1 - - - --
. RECEIVED CASH •. CHECK
ACCOUNT NO.
ACCOUNT NO. . - - _____ . REçEIVED BY.