HomeMy WebLinkAbout2702 SOCORRO LN; ; CB921221; Permit- •i.iv'-TTj*,-'1 <• 1
B U I L D I N\3 PERMIT
11/16/93 16:08
Page 1 of 1 cnn-^-
Job Address: 2702 SOCORRO LN Suite.
Permit Type: RESIDENTAL ADD/ALT
Parcel No: 215-543-11-00 Lotff
Valuation: 58,368
Reference
SF 2S ADD , 280 5F DECK
Appl/Ownr : FERNANDEZ, ED AND JEANNE
^ 2702 SOCORRO LANE ,.——
CARLSBAD, CA 92j)
*** Fees Required
permit No- CB921221
Project No: A9202490
Development No
4750 .11/16/93 0001 01 02
C-PRMT 593-00
Status: ISSUED
Applied- -11/23/92
Apr/Issue: il/lb/93
Entered By: DC
619 737-9504
Fees:
Adjustments•
Total Fees:
Fee description
Building Permit
Plan Check
Strong Motion Fee.,
* BUILDING TOTAL
Enter "Y" for PI
Each Plumbing Fixtu1
Each Building SeWer
* PLUMBING TOTAL"
Enter "Y" for Electric1
Enter "Y" for Remodel
* ELECTRICAL TOTAL
Enter 'Y' for Mechanical Iss _
Each lastall/Reloc Appliance Ven
Each Hp,pd/Fireplace
* MECHANICAL TOTAL
cted & Credits .* * *
.00
28,7,00,
v593, 00
& fee Data
.455.
Z96 .
6.
757.
20.
42.
15.
77.
10
10
20
15
4
6
26
00
00
00
.00
.00 Y
.00
.00
. 00
.00 Y
.00 y
.00
.00 Y
.50
. 50
.00
APPfi^/AL
INSP.
CLEARANCE
CITY OF CARLSBAD
2075 La* ftfcw Dr., Ctrlsbad, CA 92009 (6J9) 438-1161
City of Carlsbad Building Department
2075 Las PaImas Dr.. Carlsbad, CA 92009 <619) 438-1161
1 PERMrrTYPfc
A - U Commercial U New Building LJ Tenant Improvement
B - D Industnal D New Building DTenant Improvement
C - D Residential D Apartment D Condo D Single Family Dwelling D Addition/Alteration
D Duplex D Demolition D Relocation D Mobile Home D Electncal D Plumbing
D Mechanical D Pool D Spa D Retaining Wall D Solar D Other
2 PROJECTINFORMATION
PLAN CHECK NO.
EST VAL
PLAN CK DEPOSIT
VALID BY
DATE
0205 U'23/92 00-01 03 02
C-FRM7 287*00
FOR OFFICE USE ONLY
Address;
Nearest Cross Street C ft v Vs r\ Vt Ot
building or buite INO
LEGAL DESCRIPTION Subdivision Name/Number Unit No Phase No
CHECK BELOW IF SUBMITTED
j^2 Energy Gales )^2 Structural Calcs D 2 Soils Report D 1 Addressed Envelope
ASSESSOR'S PARCEL 1PF SUT-— i \EXISTING USE F-* O .PROPOSED USE
DESCRIPTION OF WORK
>a.jx
<«^ «--/
# OF STORIES
i (JUNI ACT
NAME
TJU>UN (.11 ditlerenl from applicant)
v KY\>«-»-O|MA
CITY £rSC«-ivd»C/O STATE
ADDRESS
ZIPCODE DAY TELEPHONE I <1( ^"7 37 - ft
4 APPLICANT
NAME
CITY
.LJCUN TKACJTUK U AGtN I HJK (JUN 1KACTOK
ADDRESS
ZIP CODE
UWNLR U ACitN I KJK UWNEK
STATE DAY TELEPHONE
. ,
( ^' '/^
5 PKUI'KKTY UWNl'lK
STATE
ADDRESS
ZIP CODE DAY TELEPHONE
(JUNTKA(_ri
NAME r^C,T'0«-x ADDRESS
STATE CA- ZIP CODE
STATE LIC # LICENSE CLASS
DAY TELEPHONE [.(jlty) 4-3 ^~ 3 IC 4-
CITY BUSINESS LIC #
CITY STATE
AlJUKtSS
ZIP CODE DAY TELEPHONE STATE LIC # S- Sb5~'7S"3
7 WmtKliUS* aiMPKNSA'llON
Workers Compensation Declaration T hereby atlirm thai l have a certilicate ot consent to sell-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
Certilicate of Exemption I certily that in tne performance ol the work lor wnicn tnis permit is issued, I shall not employ any person in any manner
so as to become subject to the Workers' Compensation Laws of California -
SIGNATURE DATE
8 OWNKR-BUlLDhK IJI'jCJLAHAllON
Owner-Builder Declaration I hereby attirm that I am exempt from the Contractors 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 Code 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 Ucense Law)
1 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 [$500])
SIGNATURE fl ft ^U/l . y/ CaAt^^l "ATE
COMPUTE
Is the appl
preventioi
S SECTION FOR N AL-BOlLDTHG PERMITS ONLY
to submit a business plan, acutely hazardous materials registration form or risk management and
or 25534 of the Presley-Tanner Hazardous Substance Account Act?
nt or future building occupanreqi
ogram under Sections 25505, 2553S
D YES D NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7
D YES D NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
D YES D NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AITER JULY 1, 1 989 UNLESS THE APPIJCANT
HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT
xjNsiKuerriuN LMNDING AUKNCJY
1 hereby allirm that there is a construction lending agency tor the perlormance ot the work tor which this permit is issued (Sec 3097(0 Civil Code)
LENDER'S NAME LENDER'S ADDRESS
10 APPLICANT CERTIFICATION
I certily that l nave read the application and state that the alxive information is correct I agree to comply with all City ordinances and State laws
relating to building construction 1 hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection
purposes I AI.SO AGREE TO SAVE INDEMNIFY AND KEEP IIARMLF.SS HIE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT
OSHA. An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height
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 wnhm 365 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)
AP rS SIGNATURE
o.-)
DATE
/ WflTE: File YELLOV\W Applicant PINK: Finance
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT* CB921221 FOR 02/14/95
DESCRIPTION: 622 SF 2S ADD + 280 SF DECK
TYPE: RAD
JOB ADDRESS: 2702 SOCORRO LN
APPLICANT: FERNANDEZ, ED AND JEANNE
CONTRACTOR:
OWNER:
REMARKS: RS/MARK/931-1317
SPECIAL INSTRUCT:
PHONE:
PHONE:
PHONE:
INSPECTOR AREA TP
PLANCKt CB921221
OCC GRP R3
CONSTR. TYPE VN
STE: /^\ LOT:
619 737-9594 |
INSPECTOR
TOTAL TIME:
CD LVL DESCRIPTION
19 ST Final Structural
29 PL Final Plumbing
39 EL Final Electrical
49 ME Final Mechanical
ACT COMMENTS
***** INSPECTION HISTORY *****
DATE DESCRIPTION
020895 Final Combo
020695 Final Combo
010495 Fireplace/Chimney
122994 Interior Lath/Drywall
122994 Exterior Lath/Drywall
122894 Interior Lath/Drywall
122894 Exterior Lath/Drywall
122394 Frame/Steel/Bolting/Welding
122394 Rough/Topout
122394 Rough Electric
122394 Rough/Ducts/Dampers
122294 Rough Combo
122194 Insulation
122194 Rough Combo
122094 Rough Combo
121494 Shear Panels/HD's
121394 Shear Panels/HD's
121294 Shear Panels/HD's
120994 Shear Panels/HD's
120294 Roof/Reroof
111794 Ftg/Foundation/Piers
111794 Frame/Steel/Bolting/Welding
111794 Rough/Topout
110494 Insulation
110294 Ftg/Foundation/Piers
ACT
CO
CA
AP
PA
AP
CA
CA
AP
AP
AP
PA
PI
PI
CO
PI
AP
PA
CA
AP
AP
AP
PA
PA
CO
NR
INSP
TP
TP
TP
PK
PK
PD
PD
TP
TP
TP
TP
TP
TP
TP
TP
PY
TP
PY
PY
PY
PY
PY
PY
PD
PY
COMMENTS
SEE JOB CARD
D.S. & ENCL
SEE JOB CARD TIM!!
PER FLR PLN REV
N/I INCL F/P ENCL
CORR REMAIN
SEE JOB CARD
EXTERIOR WALLS
ND 5' AT SHEAR WALL
HD7S AND ANCHOR BOLTS
SUBFLOOR
SUBFLOOR
NOT PER PLAN
ND PLANS REVISED & RESUBMITTE
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619)560-1468
DATE: Fk^rwo^y 13.. l^*> QA££LJCANT
i ' (JJ^RTS'DTCT
JURISDICTION: C^rt^k^g/ [j^LAN
JFILE COPY
PLAN CHECK NO: ISL-IZsii SET: TT
QDESIGNER
PROJECT ADDRESS: AlO"^ Soc-orrg Ln .
PROJECT NAME:
D The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
™. The plans transmitted herewith will substantially comply
rafl with the jurisdiction's building codes when minor deficien-
cies identified fc>g-f*t*^- are resolved and
checked by building department staff. o^\^ i-<.e-+- m^iujte^L
D The plans transmitted herewith have significant deficiencies
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.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
(| The applicant's copy of the check list has been sent to:
ppp} Esgil staff did not advise the applicant contact person that
plan check has been completed.
r~j Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: _ Telephone #
REMARKS : \}Thf ,n &£/-,'„ ^^n*f$ £^^ *« /7!A se-f- should f^ ™^>
thin i^a-f- <^J-<,h0'jfd bs /Mvr/W^s V ITYTT
M
By; KLts- i/;vf~ 1-or ^£ Enclosures;
ESGIL CORPORATION ^
DGA DCM
ESGIL CORPORATION
9320 CHESAPEAKE DR , SUITE 208
SAN DIEGO, CA 92123
(619) 560-1-^68
DAT:/Z -
JURISDICTION:
PLAN CHECK NO:
CARLSBAD
9 ^ ~
PROJECT ADDRESS: 2-"? Q 2^
r J
PROJECT NAME ; v5 /="/) <*JsJc41 h
SET: T
L*,PLAN
CFILE COPY
GUPS
{"DESIGNER
The plans transmitted herewitn nave been corrected where
necessary and substantially co~ply witn the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the 3unsdiction' s -building codes 'when minor deficien-
cies identified are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
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.
, The plans are being held at Ssgil Corp. until corrected
plans are submitted for recheck.
I The applicant's copy of the check list is enclosed for the
' jurisdiction to return to the applicant contact person.
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.
Ssgil staff did advise applicant that the plan check^as
been comoleted. Person contacted: (J <'&
Date contacted:
REMARKS:
Teleohone
ESGIL CORPORATIQ
DGA D C
FLAN CHECK NO:FOREWORD: PLEASE READ
JURISDICTION; CITY OF CARLSBAD
TO: U I "^IA. y p l\y_
7/
ENCLOSURES:
PROJECT ADDRESS;
A 1 Q S A-..s\
FLOOR AREA: /T^^ ' (p S~*r J-
STORIES: ~2-
- ^F
HEIGHT: "^^ ~7
REMARKS:
PLAN CORRECTION SHEET
CITY OF CARLSBAD
SINGLE FAMILY AND DUPLEX DWELLINGS
Date plans received by jurisdiction:
/ / —- -1_^ -r _ >=\ -7/ » gr^ -^ / x^.
Date plans received by Esgil Corporation-
Date initial plan check completed-
Applicant contact person
: ? 3 7 -
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 Ik and the following
model codes:
1991 UBC (eff. 8/14/92)
1991 UPC (eff. 8/14/92)
1990 NEC (eff 7/1/91)
1991 UMC (eff. 8/14/92)
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), 1991 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
NOTE: PAGE NUMflgRg ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED.
List No 2, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 UBC)
o
FLAMS
Please make all corrections on the original
tracings and submit two new sets of prints, to
Esgil Corporation, 9320 Chesapeake Drive,
Suite #208, San Diego, California 92123,
(619) 560-K.68.
Please nake all corrections on the original
tracings and subnit tv.o new sets of prints, 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 nust 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 frane construction. Specify
expirati >n 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).
-rt ~"~~ Incl^oLsi DeekL^
Provide a statement on the Title Sheet of the
plans that this project shall comply with Title
24 and 1991 UBC, UMC and UPC and 1990 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).
Indicate distance from property lines to
proposed construction. Section 302(d).
Iff.Show on the title sheet all structures, pools,
Vsalls, etc. included under this application.
Any portion of the project shown on the site
plan that is not included vith the building
permit application filed should be clearly
identified as "not included "
Clearly show if the lower level is a basenent
or a story, based on the definitions in
Sections A03 and U20. Plot the finish grade
(as defined) on the elevations and dimension
the distance to the floor above, for story
determination.
On the cover sheet of the plans, specify any
items requiring special inspection, in a
format similar to that shown below or sticky
back.
REQUIRED SPECIAL INSPECTIONS
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.
ITEM REQ IF
CHECKED
REMARKS
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
FIRE PROTECTION
Exterior walls closer than 3 feet to property
lines shall be one-hour rated construction and
have no openings Table 5-A.
4 »i eJ~L^ck^
8/5/92
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. See Section 1710 for possible exception.
Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
from the property line. Section 504(b).
Eaves over required windows shall be not less
than 30 inches from the side and rear property
lines. Section 504(a)
Projections, including eaves, shall be one-hour
fire-resisti\e construction, heavy timber or of
noncombustible material if they project into
the 3" setback area from the property line
Section 1711
Plastic skylights shall not be installed vithin
that portion of a roof located within a
distance to property line where openings in
exterior v,alls are prohibited or required to be
protected Section 5207 (a) 7.
Show locations of permanently wired snoke
tector with battery backup.
a.) Inside each bedroom.
Centrally located in corridor or area
giving access to sleeping rooms.
On each story.
In the basement, if part of the dwelling
unit.
When sleeping rooms are upstairs, at the
upper level in close proximity to the
stair.
In rooms adjacent to hallways serving
bedroons, 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.
20.) When the valuation of a room addition or
repair exceeds $1,000, or when sleeping rooms
are created, smoke detectors shall be provided
at existine bedrooms per item 19 above.
Section 1210.
GEHERAL RESIDENTIAL KMXJJLKtXEKTS
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).
No habitable room, other than a kitchen, shall
be less than 7'0" in any dimension. Section
1207 (c).
yf.
e.
f.
1*
Sleeping rooms shall ha%e a window or exterior
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
Basements in dwelling units shall comly with
the above (even if not designated as sleeping
rooms) Section 1204
Window area must be at least 1/10 of the floor
area and a minimum of 10 square feet per
Section 1205 (b) Appears to be deficient in
Openable window area in habitable rooms must
be 1/20 of the floor area and a minimum of 5
square feet In bathrooss, laundry rooms and
similar rooms 1/20 of area is required and
minimum is 1 5 sq. ft Section 1205 (c)
At least 1/2 of the connon 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
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).
Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required openable
windows are not provided. Section 1205 (c).
Note that the discharge point for exhaust air
will be at least 3 feet from any opening into
the building. Section 1205(c).
Ductless fans cannot be used in bathrooms if a
tub or shower is present. Section 1205(c).
Show that ceiling height for habitable rooms
is a minimum of 7'6". Section 1207 (a).
Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 7'0". Section 1207 (a).
Dimension on the plans 30" clear width for
water closet compartments and 24" clearance in
front of water closet. Section 511 (a).
C /
) o
f KO
5/22/92
36.
37.
39.
yt.
Show safety glazing in the following
locations, per Section 5406(d):
a Where the nearest edge of glazing is
within a 24-inch arc of either side of a
door in a closed position (unless there is
an intervening wall between the door and
the glazing or if the glazing is 5'-0" or
higher above the walking surface).
b. Glazing greater than 9 square feet with
the bottom edge less than 18" above the
floor and the top edge greater than 36"
above the floor (unless the glazing is
more than 36" horizontally away from
walking surfaces or if a complying
protective bar is installed).
c. Glazing in shower and tub enclosures
(including windows within 5 feet of tub
or shower floor).
Walls and floors separating units in a duplex
shall be of one-hour fire-resistive
construction. Provide details of the
assemblies Section 1202(b).
A mezzanine is an intermediate floor and nay
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
44" in height. Section 1717.
The loft you show does not comply as a
mezzanine floor and is, by Uniform Building
Code definition, a story. Section 1717.
Dwellings used for daycare for 7 to 12 children
shall comply with the special requirements in
Chapter 12 of Title 24.
EXITS. STAIRWAYS. AND RAILINGS
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).
Required exit doorways shall be not less than
36" in width and not less than 6 "8" in height.
Provide 36" high protective railing for
(^_s/ porches, balconies, and open sides of stair
landings. Openings between railings shall be
less than_4J' . The triangular openings formed
by the riser, tread and bottom elements of a
guardrail at a stair shall be less than 6".
Section 1712. f\to T-O- <=>i F
( 43 J Show how guardrail connection^details are
adequate to support 20 pounds per lineal foot
at a right angle to the top rail. Table 23-B.
( 44J Provide stairway and landing details. Section
V 3306 (b), (c) and (o). ^-•^ "a /?-/—
a.Maximum rise is 7" and minimum run is
11". When the stairs serves less than 10
occupants, or serves an unoccupied roof,
rise may be 8" maximum and run 9"
mininum
Minimum headroom is 6 '-8".
c. Minimum vidth is 36".
All handrails per Section 3306 (i), shall
satisfy the following:
a. Provide handrail for stairways with 4 or
more risers. ;
b. Handrails and handrail extensions shall
be 34" to 38" above the nosing of treads.
c. The handgrip portion of handrail shall be .
not less than 1 1/2", nor more than 2" in
cross-sectional dimension.
d. Except for stairs serving only one ,
tenant, handrails shall be extended 12" ,
beyond the top and bottom of the stair. I
Every stairway landing shall have a
dimension, measured in the direction of
travel, at least equal to the stairway width.
If a door occurs at the landing, such
dimension need not exceed 36 inches. Section '
3306 (g), 3304 (j).
An interior door may open at a landing that is
not more than 8" lower than the floor level, '
provided the door does not swing over the
landing. Section 3304(i).
Provide details of winding stairway complying
with Section 3306 (d):
a Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12 inches
from where the treads are narrowest
b. Maximum rise is 8 inches
c. Minimum Vsidth is 36 inches.
9/2/92
49. Provide spiral stairvay details, per Section
3306 (f):
a. Minimum run is 7 1/2 inches measured at a
point 12 inches from where the treads are
the narrovest.
b. Maximum rise is 9 1/2 inches. Maximum
clear opening between risers is 6 inches.
c. Minimum headroom is 6 feet 8 inches
d. The tread must provide a clear valking
area measuring at least 26 inches from the
outer edge of the supporting column to the
inner edge of the handrail.
50J Spiral stairvays may not be used for required
exits vhen the area served is greater than 400
sq.^
5f. Provide I.C B 0. Research Report and number for
metal stairvay, or submit plans and
calculations and approved fabricator registered
with the building department or note that the
stairvay fabrication plans shall be submitted
to and approved by the building official prior
to installation.
51 Exterior stairvays shall not project into the 3
foot setback from the property lines Section
3306 (m).
53r The vails 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 (1).
'4. Within units, show that corridors have a
minimum width of 36 inches. Section 3305 (b).
ROOFIWG
55. Specify roof slope.
Roof slope is not adequate for roof type
specified. Table 32-B, D and E.
Specify roof material and application.
Chapter 32.
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.
,58.
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, unless they are over
the same room and their combined area does not
exceed 100 square feet (or 200 square feet if
the plastic is a "CC1" material) Section
5207 (a) 6
Show attic ventilation Minimum vent area is
1/150 of attic area or 1/300 of attic area if
at least 50% of the required \ent is at least
3 feet above eave vents or cornice vents.
Show required area and area provided
Section 3205 (c).
CONCRETE AND MASOKRY
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 Seisaic Zones 3 and 4,
comply with Section 3006 (d)l and Section 2515
(a). Show ties, #9 vire in horizontal
joints, etc.
Show height and construction details of all
concrete and masonry vails. Chapters 24 and
26.
Show floor and roof connections to masonry and
concrete vails. 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.
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 vails and ceiling coranon to
the dwelling. Table 5-B, Section 503 (d).
All elements supporting floor above garage,
including vails supporting floor joists, must
have one-hour fire-resistive protection on the
garage side. Section 503 (b)
Show a self-closing door, either 1-3/8" solid
core or a listed 20-minute assembly, for
openings between garage and dwelling.
Section 503 (d).
5/22/92
Garages are not permitted to open into a room
used for sleeping purposes. Section 1104.
7V. An occupancy separation is not required betveen
' carport and residence, provided the carport is
open on tvo or nore sides and has no enclosed
uses above Section 503 (a) Exception 3
Iky Show garage framing sections, size of header
/ over garage opening, lateral cross bracing at
plate line, method bracing garage front and
holddovr.s if required Chapter 23
NOTE: Maximum shear panel height-to-width
ratio is 3 1/2 to 1 for plywood. Table 25-1
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).
7/6 Provide an 18" raised platform for any FAU,
vater heater, or other device in the garage
vhich may generate a flame or spark. UMC
Section 508, UPC Section 1310 (a).
FXXJKDAHON KJSUUJLKiJUjrrs
77. Per soils report, note on the plan the soils
/ classification, vhether or not the soil is
expansive and the allovable bearing value
Section 2905 (c).
The foundation plan does not comply vith the
soils report recommendations for this project.
Please review the report and modify design,
notes and details as required to show
compliance:
83
'
Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications ha\e been reviewed and
that it has been determined that the
recommendations in the soils report are
properly incorporated into the construction
documents (vhen required by the soil report).
Show height of all foundation vails Chapter
23
Show height of retained earth on all
foundation vails Chapter 23.
If cut or fill slopes exist, show distance
from 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
above finish grade Section 2907 (a)
Note on plans that surface water will drain
avay from building and show drainage pattern
and key elevations. Section 2905 (f).
Dimension foundation per U B C Table 29A:
Floors
Supported*
1
2
3
Stenvall Width
Footing
Depth Thickness
6"
8"
10"
12"
15"
18"
12"
18"
2k"
6"
7"
8"
9. Provide notes on the foundation plan listing
the soils report recommendation for
foundations, slab and building pad preparation.
&0. The soils engineer recommended 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 vriting
that:
1. The building pad vas prepared in
accordance with the soils report,
2. The utility trenches have been properly
backfilled and compacted, and
3. The foundation excavations comply with
the intent of the soils report".
""Foundations may support a roof in addition to the
floors. Where only a roof is supported, use
foundation for one floor.
/a&. Show foundation sills to be pressure treated,
or equal. Section 2516 (c) 3
Show foundation bolt size and spacing.
Section 2907 (f).
,92
Specify size, I.C B 0. number and manufacturer
of power driven pins and expansion anchors.
Show edge, end distances and spacing.
Section 302 (d).
If required, show size, embedment 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 v>alls
and shear vails. Section 2907 (b).
5/22/92
/
102.
•
/103.
2X)5
Show on the plans stepped footings for slopes
steeper than 1:10. Section 2907 (c).
Show minimun 18" clearance from grade to
bottom 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.
Show minimum underfloor access of 18" x 24"
Section 2516 (c)2.
Show rainiciun 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.
fKAKTMG
Show vail bracing. Every exterior wood stud
vail and nain cross-stud partition shall be
braced at each end at least every 25 feet of
length with 1x4 diagonal let-in braces or
equivalent. Section 2517 (g) 3, Table 25-V.
In 2-story buildings, shear panels at the
first story (at least 48 inches in vidth)
shall be located at each end or as near
thereto as possible and comprise at least 25
percent of the linear length of the vail, or
provide design. Section 2517(g)3, Table 25-V.
Note cross bridging or blocking. Floor joists
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).
Show blocking at ends and at supports of floor
joists, rafters and trusses at exterior walls.
Section 2517 (d) 3, 2517 (h) 7.
Bearing partitions, perpendicular to joists,
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) 5.
Show rafter purlin braces to be not less than
45 degrees to the horizontal.
Section 2517 (h) 6.
}<f6. Show double top plate vith minimum 48" lap
' splice. Section 2517 (g) 2
. Show nailing will be in compliance with Table
25-Q.
lOJK" Show or note fire blocks at the following
/ locations per Section 2516 (f):
a. In concealed spaces of stud vails and
partitions, includirg furred spaces, at
the ceiling and floor levels and at 10
foot intervals both vertical and
horizontal;
b. At all interconnections between concealed
\ertical 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 betveen studs along and inline
vith the run of stairs if the vails under
the stairs are unfinished;
d In openings around \ents, pipes, ducts,
chimneys, fireplaces and similar openings
which" afford a passage for fire at
ceiling and floor levels, with
noncombustible materials; and
e. At openings between attic spaces and
chimney chases for factory-built
chimneys.
109. In duplexes, draft stops shall be provided in
S floor-ceiling assemblies and attics in line
with walls separating units and separating
units from common areas. Section 2516(f)4.
-3T10. Show stud size and spacing. Maximum allowable
/ stud heights: Bearing vail. 2 x4 and 2x6
' max. 10'; Non-bearing: 2x4 max. 14', 2x6
max. 20'. Table 25-R-3.
Studs supporting tvo floors, a roof and
ceiling must be 3 x 4 or 2 x 6 at 16" o.c.
Table 25-R-3.
112.) Note on A.I T.C. Certificate of Compliance for
glued laminated wood members shall be given to
the building inspector prior to installation.
Section 2505.
Detail all post-to-beam and post-to-footing
connections and reference the detail to the
plan. Section 2516 (m).
Detail shear transfer connections, including
roof and floor diaphragns, to shear vails
Section 2513
5/22/92
'. Specify nail size and spacing for all shear
/ vails, floor and roof diaphragms. Indicate
required blocking. Maintain maximum diaphragm
dimension ratios. [Tables 25 I, J, K and
Section 4714 (d)].
Provide truss details and truss calculations
for this project. Specify truss identification
numbers on the plans.
. Show 1/2" minin-Jm clearance between top plate
/ of interior partitions and bottom chord of
trusses. (To ensure loading vill be as
designed)
118. Provide roof framing plan and floor framing
/ plan. Section 302 (d).
119. Provide framing sections through
,£21.
'
yt.
Section 302 (d).
Specify all header sizes for opening over 4'
wide. Section 2517 (g) 5.
Provide calculations for main vertical and
horizontal framing members and post footings.
Section 302 (b).
Provide calculations for lateral loads, shear
panels, shear transfer and related. Section
302 (b).
In Seismic Zones 3 and 4, the allowable shear
wall values for dryvall in Table 47-1 must be
reduced 50 percent when considering earthquake
loads. This does not apply to vind loads.
Footnote 1.
Show on the plans all structural requirements
developed in the structural calculations.
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.
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 v.ood is used.
Section 2516 (c) 4.
7. Show location of attic access with a minimum
size of 22"x30", unless the maximum vertical
headroom height in the attic is less than 30".
Access must be provided to each separated
attic area, shall be located in a hallway or
other readily accessible location and 30"
headroom clearance is required above the
opening Section 3205(a).
1287 Show location of attic access vith nininura
/ size 22" x 30" Section 3205
Detail truss layout for 30" x 30" attic
access, if required for equipment in the
attic, and detail 30" \ 30" clearance through
truss vebs.
Specify plywood and/or particle board
thickness, grade and panel span rating
Table 25-S.
Show plywood sheathing over exposed eaies, or
other veather exposed areas, is "bonded v.ith
exterior glue " Plywood used for exterior
wall covering shall be the exterior type.
Section 2516 (i), 2516(g)3.
When roof pitch is less than 3:12, design
ridge as a beam. Section 2517 (h).
Ridges, hips, and valleys shall be at least
one size larger than supported rafters.
Section 2517 (h) 3.
In open beam construction, provide strap ties
across the beams at the ridge support.
Section 2501 (b).
If foundation cripple vail 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.
Note on the plans that "all weather-exposed
surfaces shall have a weather-resistive
barrier to protect the interior wall covering
and that exterior openings shall be flashed in
such a manner as to make them weatherproof".
Section 1708.
MECHANICAL (UNIFORM MECHANICAL CODE)
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code
1/0.
,/.
1^2.
/33.
135.
5/22/92
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1A6.
vn.
1/9.
Show the size, location and type of all
heating and cooling appliances or systems.
1 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.
Note on the plans that the FAU closet or
alcove must be 12 inches vider than the
furnace or furnaces being installed. UMC
Section 704.
Show minimum 30" deep unobstructed working
space in front of furnace. Section 505, UMC.
Furnace shall not be installed in any bedroom,
bathroom or in a closet or confined space vith
access only through such room unless specified
as direct vent appliance, enclosed furnace or
electric heating appliance
Section 704 UMC.
, Show source of combustion air to furnace, per
Chapter 6, UMC.
. Show access to the attic containing equipment
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.
. Note that passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not less than 24 inches vide,
not more than 20 feet in length through the
attic.
Section 708 UMC.
Show permanent electrical outlet and lighting
fixture controlled by a switch for furnace
located in attic or underfloor space. Section
708 & 709 UMC.
Show details to comply with Section 709 for
furnace under the floor, or Section 710 for
roof or outside furnace.
Show I.C.B.O. approval number for prefab
fireplace. Show height of chimney above roof
per I.C.B.O. approval or Table 37-B.
Note on the plans that approved spark
arresters shall be installed on all chimneys.
Section 3703(h)
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 (c)
151. Provide dryer vent to outside. UMC, Section
/ 1903.
ELECTRICAL (NATIONAL ELECTRICAL POPE)
All wiring shall comply with the National
Electrical Code.
.,152. 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 aiaps, subnit
single line diagram, panel schedule and load
calculations
153. Show on the plan that receptacle outlets
comply with 1990 NEC Art. 210-52(a), vhich
reads as follovs-•
In every kitchen, dining room, parlor,
library, den, sunroom, bedroom, recreation
room, or similar rooms or area of duelling
units, receptacle outlets shall be installed
so that no point along the floor line in any
wall space is more than 6 feet, measured
horizontally, from an outlet in that space,
including any vail space 2 feet or more in
vidth and the vail space occupied by fixed
panels in exterior v>alls, but excluding
sliding panels in exterior vails. The vail
space c.fforded by fixed room dividers, such as
free-standing bar-type counters, shall be
included in the 6-foot measurement.
Dwelling Unit Receptacle Outlets
210-52(a)
8/5/92
Show on the plan that countertop receptacle
outlets comply with 1990 NEC Art. 210-52(c),
which reads as follows:
In kitchens and dining areas of duelling units
a receptacle outlet shall be installed at each
counter space wider than 12 inches.
Receptacles shall be installed so that no point
along the vail line is more than 2A inches
measured horizontally from a receptacle outlet
in that space Island and peninsular
countertops 12 inches or wider shall have at
least one receptacle for each four feet of
counter top. Counter top spaces separated by
range tops, refrigerators, or sinks shall be
considered as separate counter top spaces.
Receptacles rendered inaccessible by appliances
fastened in place or appliances occupying
dedicated space shall not be considered as
these required outlets.
Dwelling
Hallways
270 52(hJ
6
"9
Ufel
Unit Receptacle Outlets
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Dwelling Unit Receptacle Outlets
Counter Tops
270-52(cJ
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Dining Area
5. Show on the plan that receptacle outlets in
hallways comply with 1990 NEC Art. 210-52(h),
which reads as follows:
For halKays of 10 feet or more in length at
least one receptacle outlet shall be required.
As used in this subsection the hall length
shall be considered the length along the
centerline of the hall without passing through
a doorway.
156. Show on the plan that lighting outlets in
dwelling units comply v,ith 1990 NEC Art 210-
70(a) and (c), which read as follows:
(a) Duelling Unit(s). At least one v.all
switch-controlled lighting outlet shall be
installed in every habitable room; in
bathroons, hallways, stairways, attached
garages, and detached garages vi-Ji electric
power; and at outdoor entrances or exits.
(FPN): A vehicle door in an attached garage
is not considered as an outdoor entrance.
At least one lighting outlet controlled by a
light switch located at the point of entry to
the attic, underfloor space, utility room, and
basement shall be installed only where these
spaces are used for storage or contain
equipment requiring servicing. The lighting
outlet shall be provided at or near the
equipment requiring servicing.
Where lighting outlets are installed according
to (a) above in interior stairways, there
shall be a vail switch at each floor level to
control the lighting outlet where the
difference between floor levels is six steps
or more.
Exception No. 1: In habitable rooms, other
than kitchens and bathrooms, or more
receptacles controlled by a vail switch shall
be permitted in lieu of lighting outlets.
Exception No. 2: In hallways, stairvays, and
at outdoor entrances remote, central, or
automatic control of lighting shall be
permitted
8/6/92
(c) Other Locations. At least one wall switch-
controlled lighting outlet shall be installed
at or near heating, air-conditioning, and
refrigeration equipment in attics or underfloor
spaces. The light switch shall be located at
the point of entry to the attic or underf loor
space.
Show on the plan that ground-fault circuit-
interrupter protection complies with 1990 NEC
Art 210-8, vhich reads as follows-
(a) Dwelling bnits
(1) All 125-volt, single-phase, 15- and 20-
arapere receptacles installed in bathroons
shall ha\e ground-fault circuit-interrupter
protection for personnel.
(2) All 125-iolt, single-phase, 15- or 20-
aropere receptacles installed in garages shall
have ground-fault circuit-interrupter
protection for personnel.
Exception l^o. 1 to (a)(2)' Receptacles which
are not readily accessible.
Exception No. 2 to (a)(2). Receptacles for
appliances occupjmg dedicated space which are
cord- and plug-connected in accordance with
Section 400-~7(a)(6), (a)(7), or (a)(8).
Receptacles installed under Exceptions to
Section 210-8(a)(2) shall not be conside:ed as
oeeting the requirements of Section 210-52(g).
(3) All 125-volt, single-phase, 15- and 20-
ampere receptacles installed outdoors where
there is direct grade level access to the
dwelling unit and to the receptacles shall have
ground-fault circuit-interrupter protection for
personnel.
(FPN): See Section 215-9 for feeder
protection.
For the purposes of this section, "direct grade
level access" is defined as being located not
more than 6 feet, 6 inches (1.98m) above grade
level and being readily accessible.
(<0 All 125-volt, single-phase, 15- and 20-
ampere receptacles installed in crawl spaces at
or below grade level and in unfinished
basements shall have ground-fault circuit-
interrupter protection for personnel.
Exception No. 1: A single receptacle supplied
by a dedicated branch circuit which is located
and identified for specific use by a cord- and
plug-connected appliance, such as a
refrigerator or freezer.
Exception No. 2: The laundry circuit as
required by Sections 210-52(f) and 220-^(c).
Exception No. 3: A single receptacle
supplying a permanently installed sump pump.
(5) All 125-volt, single-phase, 15- and 20-
ampere receptacles installed within 6 feet of
a kitchen sink to serve counter top surfaces
shall have ground-fault circuit-interrupter
protection for personnel
(FPN). The intent of this subsection is to
permit the e>enption of receptacles which are
located specifically for appliances such as
refrigerators and freezers from ground-fault
circuit-interrupter protection for personnel.
GFC1 Protection for Personnel
Receptacles in the Vicinity of Kitchen Sinks
2W-S(s)(5) , 5 1 , 5 ,
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PUMBIHG (UNIFORM PLDKBD1G CODE)
158. Show water heater size, type and location on
/ plans. UPC, Section 1301
-,,. Note on the plans that "combustion air for
fuel burning water heaters will be provided in
accordance with the Uniform Plumbing Code".
160. Fuel combustion water heater shall not be
/ installed in clothes closets, in a bath or
bedroom, or in a closet opening into bath or
bedroom. UPC, Section 1309
161. Provide adequate barrier to protect water
heater from vehicle damage. An 18" platform
for the water heater does not satisfy this
requirement. UPC, Section 1310.
8/6/92 11
162/Show I and P valve on water heater and show
' -route of discharge line to exterior.
UPC, Section 1007 (e)
163,3. Show that water heater is adequately braced to
resist seismic forces. UPC, Section 1310.
164. Show shower stall can accommodate a 30" circle
/ and has a minimum floor area of 1,024 sq. in.
UPC 909 (d).
165. Provide clothes washer hook-up for each unit
/ Title Ik, Part 3.
166. New water closets and associated flushometer
valves, if any, shall use no more than 1 6
gallons per flush and shall meet performance
standards established by the American National
Standards Institute Standard A112 19.2, and
urinals and associated flushometer valves, if
, any, shall use no more than one gallon per
flush and shall meet performance standards
established by the American National Standards
Institute Standard A112 19 2 H & S Code,
Section 17921.3(b)
NOISE IKSDLAIION (DUPLEXES)
167. Show details of duplex common (party) vails
/ 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.
168. 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
169. Provide insulation in walls and ceiling to
/ achieve STC of 50 between garage and living
area if garage use is not controlled by
resident. Title 24.
ENERGY CONSERVATION
\J,ff. Provide plans, calculations and worksheets to
/ show compliance with current energy standards.
171. 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.
173
- All energy items shown on the plans must be in
agreement with the information shown on the
properly completed Form CF-1R.
3. Specify on the building plans all of the
mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
17,4. 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
1/55. For room additions, show that the glazing area
of the addition does not exceed 16% of the
newly-conditioned floor area, plus glazing
removed or relocated due to the addition.
j. Provide fluorescent general lighting in
kitchen(s) per CAC, Title 24, 2-5352(J).
CARLSBAD S.F.D. & DUPLEX SUPPLEMEHI
. Energy conservation design should be for Zone
7
. Floor drains must have auto-prime (city
policy).
179 For gas piping under slabs that serve kitchen
island cooktops, see the attached Policy 91-46
for special sleeve and clean-out requirements.
180. Note exhaust fans cannot be ductless type
/ (city policy).
183? 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).
182. 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).
183. 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).
U&. Incorporate the waterproofing details, on the
/ attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s)
8/11/92
x— ^>/185y Show on the Title Sheet on the plans, the
\ __ X information required by the attached
Developmental Services Sheet 112383.
186.
188.
189'.
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.
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).
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.
City Ordinance 9792 requires two parking
spaces/unit with clear area of 20'x20' i e no
washing machines, etc. Show compliance.
Only tank-type water closets that use an
average of 1 6 gallons of water per flush or
less, and urinals and associated flushonieter
valves, that use an average of 1 gallon of
water per flush or less shall be installed in
new construction These provisions shall
apply to existing buildings only when toilets
are being replaced in existing bathrooms or
installed in new bathrooms.
MISCELLANEOUS
. Please see additional corrections, or remarks,
on the following page.
J32. 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.
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 list9 Please
check.
The City of Carlsbad has contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number
619/560-11*68, to perform the plan check for your
project. If you have any questions regarding these
plan check items,/please .contact
(Jat 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/^38-1161.
Thank you.
Enclosures.
1
Yes No
8/11/92 13
" ' Jurisdiction
Prepared by»
/££-~~- VALUATION AND PLAN CHECK "ZE
PT.AN CHECK NO. ^Z-yZa./
BUILDING ADDRESS :2L_ 7 O ? ^<&£G r
Q Bldg. Dept.
D Esgil
APPLICANT/CONTACT PHONE NO.
BUILDING OCCUPANCY K """-£ DESIGNER PHONE
TYPE OF CONSTRUCTION V Aj
BUILDING PORTION
<=> r D <y-JL?t
j)~t<^- /\J~CS^
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire S-orinklers
BUILDING ARE.^
6 5~ ^~
^/5^
—
i
Total Value
CONTRACTOR PHONE
VALUATION
MULTIPLIER
81*"
/0,T>
@
p
@
VALUE
^5^5"^
\^O / fl
'
*-B<5 & S
Building Pern it Fee $ /<$% *^ ^ *~t. 5~ K x5~9 S <^i & *5 ,
/) C) cr 75""Plan Check Fee $ $ «<, /O/
COMMENTS-
SHEET / OF /12/87
City of Carlsbad
^^ •V^9HHMH^H^^I^^^^H^HPll^^H^^HVi^H^^^^PHEngineering Department
BUILDING PLANCHECK CHECKLIST
DATE K MCM 92. PLANCHECKNOCB92-J2£/
BUILDING ADDRESS 2.102. QQCORRQ
PROJECT DESCRIPTION
ASSESSOR'S PARCEL NUMBER 2.15- 543— / i EST VALUE
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved The approval is based on plans,
information and/or specifications provided in your
submittal, therefore any changes to these items
after this date, including field modifications, must
be reviewed by this office to insure continued
conformance with applicable codes Please review
carefully all comments attached, as failure to
comply with instructions in this report can result in
suspension of permit to build
DENIAL
Please see the attached report of deficiencies
marked withJEi Make necessary corrections to
plans or specifications for compliance with
applicable codes and standards Submit corrected
plans and/or specifications to this office for review
Date 25 NQV92.
By.Date
By.Date
FOR OFFICAL USE ONLY
ENGijSiaERlNO AUTHORIZATION TO ISSUE BUILDING PERMIT'
ATTACHMENTS
CD Dedication Application
D Dedication Checklist
CD Improvement Application
D Improvement Checklist
D Future Improvement Agreement
CONTACT PERSON
NAME
ADDRESS
PHONE
P \docs\chklsl\bp0001 frm REV 6/5/92
2075 Las Palmas Dr • Carlsbad, CA 92009-1576 - (619) 438-1161 • FAX (619) 438-0894
Isfc/
0
BUILDING PLANCHECK CHECKLIST
SITE PLAN
3rd>/
D D 1 Provide a fully dimensioned site plan drawn to scale Show
A North Arrow D Property Lines Easements
B Existing & Proposed Structures E Easements
C Existing Street Improvements F Right-of-Way Width & Adjacent Streets
2 Show on site plan
<_A_Dramage Patterns } C Existing Topography
B TExisting~TrProposed Slopes
D 3 Show on a section drawing or include a note stating that there is a minimum of 6"
difference between the finished floor and the finished grade elevation adjacent to the
structure
—^s~-"
Include note "Surface water to be directed away from the building foundation at a 2%
gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)"
[Per 1985 UBC 2907(d)5]
On graded sites, the top of any exterior foundation shall extend above the elevation
of the street gutter at point of discharge or the inlet of an approved drainage device
a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5)
D CH 5 Include on title sheet
A Site address
B Assessor's Parcel Number
C Legal Description
For commercial/industrial buildings and tenant improvement projects, include Total
building square footage with the square footage for each different use, existing sewer
permits showing square footage of different uses (manufacturing, warehouse, office,
etc) previously approved
EXISTING PERMIT NUMBER DESCRIPTION
P \docs\chklst\bp0001 frm Page 1 of 4 REV 6/5/92
BUILDING PLANCHECK CHECKLIST
DISCRETIONARY APPROVAL COMPLIANCE
I sty 2ndv/'3rdv/
D D D 6 Project does not comply with the following Engineering Conditions of approval for
Project No
Conditions were complied with by Date
DEDICATION REQUIREMENTS
D D D 7 Dedication for all street Rights-of-Way adjacent to the building site and any storm
dram or utility easements on the building site is required for all new buildings and for
remodels with a value at or exceeding $ -pursuant to Code Section
1840030
Dedication required as follows
Attached please find an application form and submittal checklist for the dedication
process Provide the completed application form and the requirements on the
checklist at the time of resubmittal
Dedication completed by Date
IMPROVEMENT REQUIREMENTS
D D EH 8a All needed public improvements upon and adjacent to the building site must be
constructed at time of building construction whenever the value of the construction
exceeds $ -pursuant to Code Section 18 40 040
Public improvements required as follows
Please have a registered Civil Engineer prepare appropriate improvement plans and
submit them together with the requirements on the attached checklist for a separate
plancheck process through the Engineering Department Improvement plans must be
approved, appropriate securities posted and fees paid prior to issuance of permit
Attached please find an application form and submittal checklist for the public
improvements requirements Provide the completed application form and the
requirements on the checklist at the time of resubmittal
Improvement Plans signed by Date
P \docs\chkls1\bp0001 frm Page 2 Of 4 REV 6/5/92
BUILDING PLANCHECK CHECKLIST
1stv/ 2ndv/ 3rdx/
D D D 8b Construction of the public improvements may be deferred pursuant to code Section
1840 Please submit a recent property title report or current grant deed on the
property and processing fee of $ so we may prepare the
necessary Future Improvement Agreement This agreement must be signed, notarized
and approved by the City prior to issuance of a Building Permit
Future public improvements required as follows
D D 8c Enclosed please find your Future Improvement Agreement Please return signed and
notarized Agreement to the Engineering Department
0 D
Future Improvement Agreement completed by '
Date
D 8d No Public Improvements required SPECIAL NOTE Damaged or defective
improvements found adjacent to building site must be repaired to the satisfaction of
the City Inspector prior to occupancy
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section 11 06 030
of the Municipal Code
D D C] 9a Inadequate information available on Site Plan to make a determination on grading
requirements Include accurate grading quantities (cut, fill import, export)
D D D 9b Grading Permit required A separate grading plan prepared by a registered Civil
Engineer must be Submitted together with the completed application form attached
NOTE The Grading Permit must be issued and rough grading approval obtained prior
to issuance of a Building Permit
Grading Inspector sign off by Date
D 9c No Grading Permit required
BUILDING PLANCHECK CHECKLIST
P \docs\chklst\bp0001 frm Page 3 Of 4 REV 6/5/92
MISCELLANEOUS PERMITS
2ndv/ 3rdV
Hi D D 10 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to the public Right-of-Way Types of work include, but are not
limited to street improvements, trees, driveways
A separate Right-of-Way permit issued by the Engineering Department is required for
the following
Please complete attached Right-of-Way application form and return to the Engineering
Department together with the requirements on the attached Right-of-Way checklist, at
the time of resubmittal
JAD D 11 A SEWER PERMIT is required concurrent with the building permit issuance The fee
' is noted in the fees section on the following page
01 D D 12 INDUSTRIAL WASTE PERMIT is required Applicant must complete Industrial
Waste Permit Application Form and submit for City approval prior to issuance of a
Permit
Industrial waste permit accepted by Date
P \docs\chkl»t\bp0001 frm Page 4 of 4 REV 6/5/92
CALCULATIONS WORKSHEET
EDU CALCULATIONS EDU's
APT CALCULATIONS ADT's
FEES REQUIRED
WITH!!
—•—
D YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE)
DNO
D 1 PARK-IN-LIEU FEE
PARK AREA FEE/UNIT
D 2 TRAFFIC IMPACT FEE
ADT's FEE/ADT
D 3 BRIDGE AND THOROUGHFARE FEE
ADT's FEE/ADT
D 4 FACILITIES MANAGEMENT FEE
ZONE FEE/EDU
D 5 PUBLIC FACILITIES FEE
D 6 SEWER FEES PERMIT No
EDU's. FEE/EDU
BENEFIT AREA FEE
7 SEWER LATERAL REQUIRED (2,500 DEPOSIT)
REMARKS'
P \doc»\chkl8l\bp0001 frm REV 6/5/92
cr-
a a aa a a
Plan Check No. 1**-'
/*""" *-} **>•
Planner ^K. Vv_
PLANNING CHECKLIST
Address
(Name)
APN - y\
Type of Project and Use
Zone
nd
I
Legend
Facilities Management Zone
Phone 438-1161 ext *-j
i i i
Item Complete
Item Incomplete - Needs your action
1,2, 3 Number in circle indicates plancheck number where deficiency was
identified
Environmental Review Required YES
DATE OF COMPLETION-
N -TYPE
Compliance with conditions of approval? If not, state conditions which require action
Conditions of Approval
S-QLH Discretionary Action Required. YES
DATE.APPROVAL/RESO. NO
PROJECT NO '
OTHER RELATED CASES.
• Compliance with conditions of approval? If not, state conditions which require action
Conditions of Approval
Biffa California Coastal Commission Permit Required YES NO
DATE OF APPROVAL
San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725
(619) 521-8036
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
H-DD Landscape Plan Required: YES NO
. See attached submittal requirements for landscape plans
Site Plan:
1. 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.
2 Show on Site Plan: Finish floor elevations, elevations of finish grade
adjacent to building, existing topographical lines, existing and proposed
slopes and driveway
3 Provide legal description of property.
4 Provide assessor's parcel number.
Zoning'
Setbacks.
slzm
D-aa
Front
Int. Side-
Street Side
Rear
2 Lot coverage:
3. Height:
/ 4. Parking:
Additional Comments r 1 X
Required (
Required
Required
Required
Required £-
Required ^
Spaces Required
Guest Spaces Required
AP/^ / /^O(^2SS
f . ° Shown
^ Shown 5
1s> Shown 7-&>
Shown
^ '/ Shown <-&(•
( (
•?Q Shown Z^<o
(L-- Shown ^-~
Shown
^X>^ Pv/V^-S
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE -Vj
PLNCK.FRM
BUILDING PERMIT
13/16/94 16 53
Page 1 of i
Job Address 2702 SOCORRO LN Suite
Permit Type PLAN CHECK REVISION
Parcel No 215-543-11-00 Lot#
Valuation 0
Construction Type VN
Occupancy Group. Reference*•
Description REVISE FRAMING AND FOUNDATION
PERMIT # CB921-1221
Appl/Ownr • WITHERALL, MARK
7172 OBLESICO CIRCLE
CARLSBAD, CA 92009
*** Fees Required *** )
PCR No: PC'R94042
Project No A9202430
Development No
9608 11/16/94 0001 01 02
C-PRMT 109-00
Status ISSUED
Applied 11/04/94
Apr/Issue 11/16/94
Entered By DC
619 931-1317
Fees Collected & Credits * * *
Fees .
Adjustments •
Total Fees
Fee description
109
109
.00
. 00
.00
Total Credits :
Total Payments-
Balance Due:
Units Fee/Unit
K.
Ext
)9
fe
00
00
00
36 Data
Plan Check Revision Fee 10900 109 00
CITY OF CARLSBAD
2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161
I r~, j"fT
HARRY F;FLETTER c-t
- —-910 SanlMarcos Blvd-St»-9nf4.-l -' .'-.:..-!.-. ;-
"~"~"'''"J~'
—
DATE
:. ifct v. i '.t ib"~0
lOTpi ; i l L j
i ;
C.L
I I~
it:
-1-UU-*
Cf
CC
f
^1001-4-
_o»o . .0 -l O
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE November 16, 1994 a APPLICANT
^^JURISDICTION
JURISDICTION Carlsbad a PLAN REVIEWER
a FILE
PLAN CHECK NO 92-1221 REV SET II
PROJECT ADDRESS 2702 Socorro Lane
PROJECT NAME Fernandez SFD Addition Revisions
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff
The plans transmitted herewith have significant deficiencies 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 The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person
The applicant's copy of the check list has been sent to
Esgil Corporation staff did not advise the applicant that the plan check has been completed
X] Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Mark Witherall
Date contacted 11/16/94 (by kc) Telephone # appt
REMARKS 1 Plans hand-carried by applicant 2 The applicant made the mked-m notes on
the plans 3 The CF-1R form on sheet 8 must be properly signed
By Kurt Culver Enclosures City-approved plans
Esgil Corporation (by courier)
Q GA L~] CM Q PC log trnsmtldot
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE November 14, 1994 OApPi
JURISDICTION Carlsbad a PLAN REVIEWER
a FILE
PLAN CHECK NO 92-1221 REV SET I
PROJECT ADDRESS 2702 Socorro Lane
PROJECT NAME Fernandez SFD Addition Revisions
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff
The plans transmitted herewith have significant deficiencies 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 The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person
The applicant's copy of the check list has been sent to
Mark Witherall 7172 Oblesico Circle
Carlsbad, CA 92009
Esgil Corporation staff did not advise the applicant that the plan check has been completed
X] Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Mark Witherall
Date contacted 11/14/94 (by kc) Telephone* 931-1317
REMARKS
By Kurt Culver Enclosures
Esgil Corporation
D GA n CM D PC H/4/94 tmsmtldot
Carlsbad 92-1221 REV
November 14, 1994
GENERAL PLAN CORRECTION LIST
JURISDICTION Carlsbad
PROJECT ADDRESS 2702 Socorro Lane
DATE PLAN RECEIVED BY
ESGIL CORPORATION 11/4/94
REVIEWED BY Kurt Culver
PLAN CHECK NO 92-1221 REV
DATE REVIEW COMPLETED
November 14, 1994
FOREWORD (PLEASE READ):
This plan review is limited to the 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 disabled access This plan review is
based on regulations enforced by the Building Department You may have other corrections
based on laws and ordinances enforced by the Planning Department, Engineering Department
or other departments
The following items need clarification, modification or change All items must be satisfied
before the plans will be in conformance with the cited codes and regulations Per Sec 303 (c),
1991 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law
1 Please make all corrections on the original tracings and submit two new sets of prints to
ESGIL CORPORATION
2 To facilitate rechecking, please identify, next to each item, the sheet of the plans
upon which each correction on this sheet has been made and return this sheet
with the revised plans
3 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 on the plans Have changes been made not resulting from this
list?
Yes a NO
The revised plans must be signed by the engineer
The previously-approved plans had mked-m notes on them that should be transferred to
the final plans
6 The window by the tub must have tempered glazing
Carlsbad 92-1221 REV
November 14, 1994
7 The 8066 window in the master bedroom appears to be within 18" of the floor, so it
should have tempered glass
8 The floor framing plan still calls for a 4x16 S S beam, which should be omitted
9 The cripple wall added above the top plates at detail D-7 (on sheet 7) appears to be an
unstable pin-pin condition The engineer should investigate this
10 At detail D-10, specify the ICBO # for the Hilti bolts THEN, show on the plans the
required edge/end distances per the ICBO report Finally, provide a calculation to justify
the bolt diameter/embedment
11 The CF-1R form must be properly signed
12 Regarding the structural calculations
a) For the beveled rafter condition on sheet 1, the equation in UBC Sec 2506 (d)
should be used
b) Show on the pland the 4x6 shown on sheet 1
c) Show on the plans the 4x10 shown on sheet 2
d) The "west" wall loading in the foundation analysis should include the tributary deck
loads
e) The lateral analysis calls for some stucco shear walls The plans should then
show attachments per Table 47-I, including footnote 2 therein How can this be
verified at existing walls'?
f) On sheet S1, the south wall has a length of 7 5'+7 5'+4' The 4' wide panel
(stucco) does not seem to meet the h t restrictions in the code (9' high)
g) The lateral calculations calls for anchor bolt spacmgs that don't seem to be shown
on the plans Also, detail how they'll be installed at existing footings
h) Sheet S3 calls for a shear wall length of 5'+5 75' Show both of those dimensions
on the plans
13 To speed up the review 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
14 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to
perform the plan review for your project If you have any questions regarding these plan
review items, please contact Kurt Culver at Esgil Corporation Thank you
Carlsbad 92-1221 REV
November 14, 1994
VALUATION AND PLAN CHECK FEE
JURISDICTION Carlsbad
PREPARED BY Kurt Culver
BUILDING ADDRESS 2702 Socorro Lane
PLAN CHECK NO 92-1221 REV
DATE November 14, 1994
BUILDING OCCUPANCY R3/M1
TYPE OF CONSTRUCTION V-N
BUILDING PORTION
Review of revisions
Esgil Fee =
Air Conditioning
Fire Sprinklers
TOTAL VALUE
BUILDING AREA
(sq ft)
1 hour @
VALUATION
MULTIPLIER
$8715/hr =
VALUE
($)
$8715
Building Permit Fee
Plan Check Fee
Comments City plan check fee = 87 1518 = 108 94
$
$
Sheet 1 of 1
valuefee dot
t I i
\ "HARRY F. FLETTER-
1 JSTRUCTVRAUENpiNEER
I2'~ 910 SaniMarcos BlvcT^ter
- San Marcos, CA 92069.-j-
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,HARRy F'
STRUCTURAL ENGINEER
910 SAN MARCOS BLVD.
SAN MARCOS CA 92069
619-7442218
Title :FERNANDEZ ADDITION
Scope :FRAMING
Number:941042
Misc :
Dsngr :HFF Date:26-Oct-94
TIMBER
Description » RAFTERS FLR. JST. WIND. HDR. DECK
» SO. HALL
~ DESIGN DATA -
TIMBER SECTION
....Depth in
....Width in
Le: Dnsupp ft
Fb- Allow psi
Fv- Allow psi
E ksi
LOAD DDR. FACTOR
Stress Ratio-»
~ CENTER SPAN ~
SPAN LENGTH ft
UNIFORM DL plf
LL plf
PARTIAL DL plf
LL plf
X-Left ft
X-Right ft
POINT... DL #
LL 1
X-Dist. ft
DL 1
LL i
X-Dist. ft
DL #
LL 1
X-Dist. ft
DL 1
LL i
X-Dist. ft
~ CANT. SPAN —
SPAN LEHGTH ft
PARTIAL DL plf
LL plf
X-Left ft
X-Right ft
POINT... DL |
LL 1
X-Dist. ft
DL #
LL #
X-Dist. ft
Umax @ Cntr in-k
X-Dist. ft
Moment 6 Rt in-k
REACTIONS...
Left: Dead 1
1 1 2 3 1 —
... _
11.25 9.25 5.5
1.5 1.5 3.5
1,450 1,450 1,250
95 95 95
1700 1700 1700
1.25 1 1
0.668 0.834 0.939
___»nir.»«___.»/t?«_____..^"tir .."" "UR, —-—• *-UR, — — — -u^— • • •••
21.75 14.33 5.33
22 31 285
32 53 201
.....1..... _-_-•)_____ —__1_____ 1
38.32 25.87 20.71
10.88 7.17 2.67
239 222 760
BEAM DESIGN Page ^
JST.
i r £ *7n D * 0 /
— — ... ...
3.5
7.25
1,500
95
1700
1
0.984
f^r —AIT f\V f\V"V^ ~UI\ UIx — vlx
10.17
30
120
.4 5 5 7
4.00
30
120
4.00
21.85
4.95
-14.4
129
HARRY F. FLETTER
"STRUCTURAL ENGINEER
910 SAN MARCOS BLVD.
SAN MARCOS CA 92069
619-7442218
Title :FERNANDEZ ADDITION
Scope :FRAMING
Number:941042
Misc :
Dsngr :HFF Date:26-Oct-94
Live 1
Right: Dead }
Live i
Fb.. Allow psi
Actual psi
Fv... Allow psi
Actual psi
CENTER...
Dead Load in
X-Dist. ft
DL Ratio
Live Load in
X-Dist. ft
LL Ratio
Total Defl. in
X-Dist. ft
Total Ratio
CANTILEVER...
Dead Load in
DL Ratio
Live Load in
LL Ratio
Total Defl. in
Total Ratio
348
239
348
1
_____
1,813
1,211
119
48
" "
-0.366
10.9
713
-0.533
10.9
490
-0.899
10.9
290
T I M B E
380 536
222 760
380 536
2..... — «1
1,450 1,250
1,210 1,174
95 95
58 83__ .
-0.175 -0.063
7.2 2.7
983 1,020
-0.299 -0.044
7.2 2.7
575 1,446
-0.474 -0.107
7.2 2.7
363 598
R BEAM DESIGN
516
296
1,185
4..... .-..^«... -...A*.... 1 ----'?-...
^ 3 — 0*™— — «— j--- •
1,500
1,476
95
50
-0.104
4.7
1,175
-0.415
4.7
294
-0.519
4.7
235
0.042
2,264
0.170
566
0.212
453
4
HARRY P. FLETTER
STRUCTURAL ENGINEER
910 SAN MARCOS BLVD.
SAN MARCOS CA 92069
619-7442218
Title :FERNANDEZ ADDITION
Scope :FRAMING
Number:941042
Misc :
Dsngr :HFF Date:26-Oct-94
DESCRIPTION »
»
ALL SPANS SIMPLE SUPPORT
SPAN LENGTH ft
EHD FIXITY.... Left
Fix/Pin/Free = 2/1/0 Rt
BEAM WIDTH in
BEAM DEPTH in
____ /^irmriijipA uirnpc _•_.~— • UuA*ULAi£l/ VAtiufio ••--
F'b-Hodified Allow. psi
fb - Actual psi
F'v-Hodified Allow, psi
fv (actual) * 1.5 psi
Hoaent § Left in-k
11 • Right in-k
Max. HOB. § Mid-Span in-k
X-Dist ft
Shears: Left k
Right k
Reactions: Left:Dead k
Live k
Total k
Right:Dead k
Live k
Total k
Max. Defl. 6 Hid Span in
X-Dist ft
Le: Unsupported Length ft
Fb - BASIC ALLOW. psi
Fv - BASIC ALLOW. psi
E ksi
LOAD DURATION FACTOR
OSE LL THIS SPAN? Y/N
UNIFORM DL plf
LL plf
PARTIAL DL plf
LL plf
X-Left ft
X-Right ft
TRAP.... DL6 Left plf
DL 6 Right plf
LL g Left plf
LL e Right plf
X-Left ft
X-Right ft
POINT DL #
LL #
X-Dist. ft
MULTI-SPAN TIMBER BEAM DESIGN & ANALYSIS Page
DECKBH.
— apan i~ --j>pan L~- --span j- --span 4 - ~j>pan a-- ~opan o~ —span / | opan o-[
?N y/n
6.500 6.500 6.500
122 1111
221 1111
5.50 5.50 5.50
9.50 9.50 9.50
1,300 1,300 1,300
567 76 567
85.00 85.00 85.00
69.73 10.49 69.73
-6.3 -46.9
-46.9 -6.3
26.4 3.1 26.4
2.43 3.25 4.07
1.80 0.48 3.01
-3.01 -0.48 -1.80
0.36 0.48 0.60
1.44 2.41
1.80 0.48 3.01
0.60 0.48 0.36
2.41 1.44
3.01 0.48 1.80
-0.020 -0.002 -0.020
2.73 3.25 3.77
.. . .. . „. . ..... ..1 . _l1 1
1,300 1,300 1,300
85.00 85.00 85.00 85.00 85.00 85.00 85.00
1,600 1,600 1,600 1,800 1,800 1,800 1,800
1 1 1 1.25 1.25 1.25 1.25,.„_,_ ,, _ 1 |
Y N Y 11111
148 148 148
592 592 592
MULTI-SPAN TIMBER BEAM DESIGN
DECK Btl.
t
nn IITMI mim
t
6.50 6.58 6 50
ni =
Rl =
Ul =
0.00
1.60
1.80
Ml= -3 91
Rl= 3.81
Ul= 3.01
-46.90 =Mr
3.01 =Rr
-3.01 =Ur
0 00 =Mr
1.80 =Rr
-1.80 =Ur
Ml= -31.27
Rl = 2.48
Ul = 2.40
-31.27 =ttr
2.41 =Rr
-2 41 =Ur
HARRY »F. FLETTER
STRUCTURAL ENGINEER
910 SAN MARCOS BLVD.
SAN MARCOS CA 92069
619-7442218
Title :FERNANDEZ ADDITION
Scope :FRAMING
Number:941042
Misc :
Dsngr :HFF Date:26-Oct-94
Description »
»
- DESIGN DATA ~
TIMBER SECTION
. . . .Depth in
....Width in
Le: Dnsupp ft
Fb- Allow psi
Fv- Allow psi
E ksi
LOAD DDR. FACTOR
Stress Ratio-»
SPAN LENGTH ft
UNIFORM DL plf
LL plf
PARTIAL DL plf
LL plf
X-Left ft
X-Right ft
POINT... DL i
LL 1
X-Dist. ft
DL i
LL if
X-Dist. ft
DL 1
LL 1
X-Dist. ft
DL 1
LL i
X-Dist. ft
__ ^JIFF CD III ___* win 1* Or An "*™~
SPAN LENGTH ft
PARTIAL DL plf
LL plf
X-Left ft
X-Right ft
POINT... DL #
LL /
X-Dist. ft
DL 1
LL 1
X-Dist. ft
Hoax § Cntr in-k
X-Dist. ft
Honent § Rt in-k
REACTIONS...
Left: Dead i
TIMBER BEAM DESIGN Page
WESTHDR. HESTHDR.
2ND FLR, 1ST FLR.
1 2 3 4 5 6 7
— —7.25 9.25
3.5 3.5
1,250 1,250
95 95
1700 1700
1 1
0.593 0.744
_A7 _/W fW _SV AIT f\V f\V™vl\ *"\m "UK ™\A. vix Uft "UK
10.33 5.33
102 262
40 548
1 O 0 1 C f *7X Z J 4 DO /
1 rT ' • 1
22.73 34.52
5.17 2.67
527 698
•HARRY F. FLETTER
STRUCTURAL ENGINEER
910 SAN MARCOS BLVD.
SAN MARCOS CA 92069
619-7442218
Title :FERNANDEZ ADDITION
Scope :FRAMING
Number:941042
Misc :
Dsngr :HFF Date:26-Oct-94
Live i
Right: Dead 1
Live f
ClimpcCPC! •••_-— bfKlooti)
Fb.. Allow psi
Actual psi
Fv... Allow psi
Actual psi
CENTER...
Dead Load in
X-Dist. ft
DL Ratio
Live Load in
X-Dist. ft
LL Ratio
Total Defl. in
X-Dist. ft
Total Ratio
CANTILEVER...
Dead Load in
DL Ratio
Live Load in
LL Ratio
Total Defl. in
Total Ratio
207
527
207
"" **" ™
1,250
741
95
38
-0.138
5.2
896
-0.054
5.2
2,286
-0.193
5.2
644
TIMBER BEAM DESIGN g
1,460
698
1,460
014 R £ *7ft j *t 0 0 /
1,250
692
95
71
-0.012
2.7
5,276
-0.025
2.7
2,522
-0.037
2.7
1,707
iHARRY F. FLETTER
jSan
j
CA
JO LI
-JOB SHT NO,nJ9.:-;--i—-i • TBY IT :"i_
"~!~ "_l.J..DATF.:.J !\
4J.
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•HARRY, F. FLETTER Title : FERNANDEZ ADDITION
STRUCTURAL ENGINEER Scope :FRAMING
910 SAN MARCOS BLVD. Number:941042
SAN MARCOS CA 92069 Misc :
619-7442218 Dsngr :HFF Date:26-Oct-94
TIMBER COLUMN DESIGN Page
DESCRIPTION » FLR. BM CTR. COL
DESIGN DATA ALLOWABLE STRESSES
RECTANGULAR Columns... Fc : PARALLEL = 1000 psi
Depth (Parll Y-Y)= 5.5 in Fb : BENDING = 1200 psi
Width (Parll X-X)= 3.5 in LOAD DURATION FACTOR = 1.00
...Is Size Nominal ? N y/n E : ELASTIC MODULUS =1600000 psi
— or — UNBRACED LENGTHS : Le = ke * Lu
CIRCULAR DIAMETER = in X-X AXIS (axial) = 8.5 ft
Y-Y AXIS (axial) = ft
TOTAL COLUMN HT. = 8.5 ft X-X AXIS (bending) = ft
LOADS Dead Live Short
Axial Load = 3774 6266 Ibs
...Eccentricity = in (from "Depth" centerline)
Transverse Moment = in-#
Side Load = Ibs
....Dist From CL = in
....Dist From Base = ft
CALCULATED MOMENTS
Equivalent Load @ Mid-Ht = Ibs
Side Load Moment = in-#
Max. Design Moment = in-#
SUMMARY
Use : DL+LL DL+LL+ST DL+ST
Axial Stresses...
Actual = 521.558 521.558 196.051 psi
Allowable = 924.020 924.020 924.020 psi
Bending Stresses...
Actual = psi
Allowable = 1200 1200 1200 psi
INTERACTION EQUATION VALUE = 0.564 0.564 0.212 <=1 OK
(Note: LDF considered in interaction value, which must be < 1.00
ALLOWABLE BENDING & AXIAL STRESSES
AXIAL Actual Fc:Allowable:
X-X k Lu / d = 18.55 X-X Axis = 924 psi
Y-Y k Lu / d = Y-Y Axis = 1,000 psi
Max. Allow. kLu/d =
K
Min. Allow. kLu/d =
FLEXUAL:
C-f: (12/d)A.lll
C-s: (Le d/bA2)A.5 =
50.0
26.8
11.0
1.00
F'c : = 924 psi
F'c * Load Dur Factor = 924 psi
(LDF Unused if k Lu/d > 'K')
F'bx :
F'bx : Allow * LDF
1,200 psi
1,200 psi
INTERACTION ANALYSIS
DL+LL DL+LL+ST DL+ST
,HARR^ F. FLETTER
STRUCTURAL ENGINEER
910 SAN MARCOS BLVD.
SAN MARCOS CA 92069
619-7442218
Title :FERNANDEZ ADDITION
Scope :FRAMING
Number:941042
Misc :
Dsngr :HFF Date:26-Oct-94
TIMBER
fc : Compressive
F'c: "
J= (L/d-ll)/(K-ll)
fbx : Flexural
F'bx: »
e : Eccentricity
d : Depth
Interaction Equation
•Fr-/T?'<~ -1- f}^ t fP-'h> - .T*-F<-^
COLUMN DESIGN
522
924
0.476
1,200
5.5
0.564
522
924
0.476
1,200
5.5
0.564
196 psi
924 psi
0.476
psi
1,200 psi
in
5.5 in
0.212
-f " <L
vJ
•f—
!_.» .;—.».,..).
— HARRY ^. FLETTER
! i
1^-"
San
San Marc
Marcps BlydSt
6sj CA 92069
U-;.
'"'"44-1542.-
]BY;
DATE-!- Ll£>
/'2. 1
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_ .:_ Ll
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HARRY» F. FLETTER
STRUCTURAL ENGINEER
910 SAN MARCOS BLVD.
SAN MARCOS CA 92069
619-7442218
Title :FERNANDEZ ADDITION
Scope :LATERAL
Number:941042
Misc :
Dsngr rH.F.F. Date:27-Oct-94
PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page
DESCRIPTION » SOUTH WALL 1ST FLR.
» 7-6 PANEL
LOADS
LATERAL:
#1 : LAT. SHEAR APPLIED TO WALL=
: LAT. SHEAR APPLIED TO WALL=
: STRUT FORCE APPLIED TO TOP OF WALL
: STRUT FORCE APPLIED TO TOP OF WALL
: MOMENT APPLIED @ TOP OF WALL
#2
#3
#4
#5
plf
plf
x Length =
x Length =
Ibs
Ibs
1,321 Ibs
Ibs
ft-4
VERTICAL:
#1 : CONCENTRATED
#2 : CONCENTRATED
#3 : CONCENTRATED
#1 : UNIFORM
#2 : UNIFORM
Load
646 Ibs
646 Ibs
Ibs
240 plf
plf
X-Left X-Right
ft
7.5 ft
ft
,5 ft
ft
DESIGN DATA
PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 1,2
PLYWOOD GRADE: STR 1:1, STR 11:2
NAIL SIZE: 6d, 8d, lOd
SHEATHING THICKNESS: .3125", .375", .50", .594"
» 1 «-
» 2 «-
» 8 «•
-—» 0.375 «-
STUD SPACING = 16 in
LEAST DIM. OF END POST = 3 in
SEIS. FACTOR FOR WALL WT=
NOMINAL SILL THICKNESS = 2 in
WALL LENGTH
WALL HEIGHT
WALL WEIGHT
Ht/Width Ratio=
7.5 ft
9 ft
15 psf
1.2
USE.
SUMMARY
0.375 in Plywood Applied To »Side/s
Required Nail Size = 8 d Req'd Nail Spacing =
Req'd Field Spacing=
6 in
12 in
Shear Wall Capacity
Actual Total Shear
264 plf x # of Sides =
1321 Ibs Required =
UPLIFT CHECK Moments about lower: ..Left..
Overturning Moment on Wall = 11889 ft-j|
Resisting Moment From Vert. Loads = 15392 ft-i
Uplift @ End w/o D.L. reductions =
(No Holdown Needed)
(No Holdown Needed)
Sill Attachment.
FOOTING DESIGN
@ Left Side of Wall
§ Right Side of Wall
Use 1/2" Anchor Bolt
or 5/8" Anchor Bolt
or 3/4" Anchor Bolt
Ibs
Capacity =
Capacity =
264.00 plf
176.13 plf
, .Right..
11889
15392
Ibs
Ibs
Ibs
§ 48.0 in o/c
@ 48.0 in o/c
@ 48.0 in o/c
HARRY F.-1FLETTER
STR l|CTlJ RX LtENG I NEE R
910 San'LMatcJslBlvd. Ste. k" '
j U & Oaf IZIU
HARRY>F. FLETTER
STRUCTURAL ENGINEER
910 SAN MARCOS BLVD.
SAN MARCOS CA 92069
619-7442218
Title :FERNANDEZ ADDITION
Scbpe :LATERAL
Number:941042
Misc :
Dsngr rH.F.F. Date:27-Oct-94
PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page
DESCRIPTION » SOUTH WALL 1ST FLR.
» 4'-0 PANEL
LOADS
LATERAL:
#1 : LAT. SHEAR APPLIED TO WALL=
LAT. SHEAR APPLIED TO WALL=
STRUT FORCE APPLIED TO TOP OF WALL
STRUT FORCE APPLIED TO TOP OF WALL
MOMENT APPLIED @ TOP OF WALL
#2
#3
#4
#5
plf
plf
x Length =
x Length =
Ibs
Ibs
705 Ibs
Ibs
ft-/
VERTICAL:
#1 : CONCENTRATED
#2 : CONCENTRATED
#3 : CONCENTRATED
#1 : UNIFORM
iff2 : UNIFORM
Load
646 Ibs
646 Ibs
Ibs
240 plf
plf
X-Left X-Right
ft
4 ft
ft
4 ft
ft
DESIGN DATA
PLYWOOD APPLIED TO ONE OR BOTH SIDES ?
PLYWOOD GRADE: STR I:
NAIL SIZE:
SHEATHING THICKNESS: .3125", .375",
1,2
1, STR 11:2
6d, 8d, lOd
.50", .594"
» 1 «•
» 2 «•
» 8 «-
» 0.375 «-
STUD SPACING
LEAST DIM. OF END POST =
SEIS. FACTOR FOR WALL WT=
NOMINAL SILL THICKNESS =
16 in
3 in
2 in
WALL LENGTH
WALL HEIGHT
WALL WEIGHT
Ht/Width Ratio=
4 ft
9 ft
15 psf
2.25
— • auriMAKY
USE 0.375 in Plywood Applied To — -» 1
Required Nail Size = 8 d Req'd Nail Spacing = 6
Req'd Field Spacing= 12
Shear Wall Capacity = 264 plf x # of Sides =
Actual Total Shear = 705 Ibs Required =
UPLIFT CHECK Moments about lower: ..Left..
Overturning Moment on Wall = 6345 ft-#
Resisting Moment From Vert. Loads = 5584 ft-#
Uplift € End w/o D.L. reductions = 190.3 Ibs
Use Simpson HD2A @ Left Side of Wall : Capacity
Use Simpson HD2A @ Right Side of Wall : Capacity
Sill Attachment Use 1/2" Anchor Bolt @ 48.0
or 5/8" Anchor Bolt @ 48.0
or 3/4" Anchor Bolt @ 48.0
FOOTING DESIGN
Side/s
in
in
264.00 plf
176.25 plf
. . Right . .
6345
5584
190.3 Ibs
3270 Ibs
3270 Ibs
in o/c
in o/c
in o/c
PLYWOOD SHEAR MALL ft FOOTING DESIGN
WALL 1ST $l
0 38" Type 2 on 1 Side/s
Sd e 6.6 in. Studs @ 16 in
3.8 in Post
Right Uplift = 196
Le-ft; Uplift = 190 #
795
Strut
2x Si
for
,548.0 fl
1 PL u/1/2in (ffi C
4.00
4.00
CESC3:QUIT CF11-Forces Acting LEFT CF2] Forces Acting RIGHT
HARRY>F. FLETTER
STRUCTURAL ENGINEER
910 SAN MARCOS BLVD.
SAN MARCOS CA 92069
619-7442218
Title : FERNANDEZ ADDITION
Scope : LATERAL
Number -.941042
Misc :
Dsngr :H.F.F.Date:27-Oct-94
PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page
DESCRIPTION » NORTH WALL ABOVE EXIST ROOF
» 5'-9 PANEL
LOADS
LATERAL:
#1 : LAT. SHEAR APPLIED TO WALL= plf
#2 : LAT. SHEAR APPLIED TO WALL=
#3 : STRUT FORCE APPLIED TO TOP OF WALL
#4 : STRUT FORCE APPLIED TO TOP OF WALL
#5 : MOMENT APPLIED @ TOP OF WALL
x Length =
plf x Length =
Ibs
Ibs
950 Ibs
Ibs
ft-i
Load
VERTICAL:
#1 : CONCENTRATED
#2 : CONCENTRATED
#3 : CONCENTRATED
#1 : UNIFORM
#2 : UNIFORM
DESIGN DATA
PLYWOOD APPLIED TO ONE OR BOTH SIDES
PLYWOOD GRADE: STR
NAIL SIZE:
SHEATHING THICKNESS: .3125", .:
X-Left X-Right
404 Ibs
404 Ibs
Ibs
148 plf
plf
•
1:1, STR
6d, 8d,
11 , .50", .
1,2
11:2
lOd
594"
ft
5.75 ft
ft
5.75 ft
ft
» ! «__
» 2 «—
» 8 «—
» 0.375 «~
STUD SPACING
LEAST DIM. OF END POST =
SEIS. FACTOR FOR WALL WT=
NOMINAL SILL THICKNESS =
16 in
3 in
2 in
WALL LENGTH = 5.75 ft
WALL HEIGHT = 11 ft
WALL WEIGHT = 15 psf
Ht/Width Ratio=l.91304
USE.
SUMMARY
0.375 in Plywood Applied To »
Required Nail Size = 8 d Req'd Nail Spacing =
Req'd Field Spacing=
Shear Wall Capacity
Actual Total Shear
264 plf
950 Ibs
x # of Sides =
Required =
UPLIFT CHECK Moments about lower: ..Left..
Overturning Moment on Wall = 10450 ft-j!
Resisting Moment From Vert. Loads = 7497 ft-i
Uplift @ End w/o D.L. reductions =
Use Simpson HD2A
Use Simpson HD2A
Sill Attachment.
FOOTING DESIGN
@ Left Side of Wall
6 Right Side of Wall
Use 1/2" Anchor Bolt
or 5/8" Anchor Bolt
or 3/4" Anchor Bolt
513.5 Ibs
Capacity
Capacity
§
§
@
1 Side/s
6 in
12 in
264.00 plf
165.22 plf
..Right..
10450
7497
513.5 Ibs
3270 Ibs
3270 Ibs
48.0 in o/c
48.0 in o/c
48.0 in o/c
FX.VUOOD SHEAR MALL A FOOTING DESIGN
t UALL ABOUE EXIST gjOOF
4
8.38* Type 2 on 1 Side/s
8d 0 6.0 in. Studs 6 16 in
3.0 in Post
Right Uplift =514
Left; Upli-ft = 514 «
2x Sill PL w/1/2in fB &48in
CESC3-QUIT CF1]:Forces Acting LEFT CF23-Forces Acting RIGHT
HARRY>F. FLETTER
STRUCTURAL ENGINEER
910 SAN MARCOS BLVD.
SAN MARCOS CA 92069
619-7442218
Title '.FERNANDEZ ADDITION
Scope :LATERAL
Number:941042
Misc :
Dsngr :H.F.F. Date:27-Oct-94
PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page *S • &
DESCRIPTION » NORTH WALL 1ST FLR.
» 10'-0 PANEL
LATERAL:
#1
#2
#3
#4
#5
: LAT. SHEAR APPLIED TO WALL=
: LAT. SHEAR APPLIED TO WALL=
: STRUT FORCE APPLIED TO TOP OF WALL
: STRUT FORCE APPLIED TO TOP OF WALL
: MOMENT APPLIED @ TOP OF WALL
plf
plf
x Length =
x Length =
=
=
=
Ibs
Ibs
3,838 Ibs
Ibs
ft-#
VERTICAL:
#1 : CONCENTRATED
#2 : CONCENTRATED
#3 : CONCENTRATED
#1 : UNIFORM
#2 : UNIFORM
Load
Ibs
Ibs
Ibs
652 plf
plf
X-Left X-Right
ft
ft
ft
10 ft
ft
DESIGN DATA
PLYWOOD APPLIED TO ONE OR BOTH SIDES ?
PLYWOOD GRADE: STR I
NAIL SIZE:
1,2
1, STR 11:2
6d, 8d, lOd
SHEATHING THICKNESS:
STUD SPACING
LEAST DIM. OF END POST =
SEIS. FACTOR FOR WALL WT=
NOMINAL SILL THICKNESS =
—» 1 «•
—» 2 «•
—» 8 «•
.3125", .375", .50", .594" » 0.375 «-
16 in
3 in
2 in
WALL LENGTH
WALL HEIGHT
WALL WEIGHT
Ht/Width Ratio=
10 ft
9 ft
8 psf
0.9
USE.
SUMMARY
0.375 in Plywood Applied To »Side/s
Required Nail Size = 8 d Req'd Nail Spacing =
Req'd Field Spacing=
4
12
Shear Wall Capacity
Actual Total Shear
384 plf
3838 Ibs
x # of Sides =
Required =
UPLIFT CHECK Moments about lower: ..Left..
Overturning Moment on Wall = 34542 ft-#
Resisting Moment From Vert. Loads = 36200 ft-#
Uplift @ End w/o D.L. reductions =
(No Holdown Needed)
(No Holdown Needed)
Sill Attachment.
FOOTING DESIGN
@ Left Side of Wall
@ Right Side of Wall
Use 1/2" Anchor Bolt
or 5/8" Anchor Bolt
or 3/4" Anchor Bolt
Ibs
Capacity
Capacity
@
@
26.4
41.2
48.0
in
in
384.00 plf
383.80 plf
..Right..
34542
36200
Ibs
Ibs
Ibs
in o/c
in o/c
in o/c
PLVUOOD SHEAR MALL * FOOTING DESIGN
NORTH HALL 1ST FLR.
3838 *
6.38" Type 2 on 1 Side/s
8d <? 4.0 in Studs @ 16 in
3.0 in Post
Right Upli-ft = 6 #
Upli-ft = 0 #
CESC] QUIT -Forces Acting LEFT CF2] Forces Acting RIGHT
_ i-H ••-j- |-:-t-i-!--|
^i^il^t'i----
-| j HARRY F. FLETTER , : , ,
~" fcfcv ""NO
-;- \ iSan Marcos, CA 92069 -__ DATE-
\.\J
1(*
\o(
HT/
G, IG»
O \0
KARRY'F. FLETTER
STRUCTURAL ENGINEER
910 SAN MARCOS BLVD.
SAN MARCOS CA 92069
619-7442218
Title :FERNANDEZ ADDITION
Scope :LATERAL
Number:941042
Misc :
Dsngr rH.F.F. Date:27-Oct-94
PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page
DESCRIPTION » WEST WALL 2ND FLR.
» 3'-6 PANEL
LOADS
LATERAL:
#1 : LAT. SHEAR APPLIED TO KALL=
LAT. SHEAR APPLIED TO WALL=
STRUT FORCE APPLIED TO TOP OF WALL
STRUT FORCE APPLIED TO TOP OF WALL
MOMENT APPLIED @ TOP OF WALL
#2
#3
#4
#5
plfplf x Length =
x Length =
Ibs
Ibs
VERTICAL:
#1 : CONCENTRATED
#2 : CONCENTRATED
#3 : CONCENTRATED
II : UNIFORM
#2 : UNIFORM
= 1,776 Ibs
Ibs
ft-|
Load X-Left X-Right
• v~ ^ ^ ^ M» ^m «M ^ •» *M (•• M ^••^^•••••^
448 Ibs ft
448 Ibs 3.5 ft
Ibs ft
62 plf 3.5 ft
plf ft
PLYWOOD APPLIED TO ONE
PLYWOOD GRADE:
NAIL SIZE:
SHEATHING THICKNESS:
OR BOTH SIDES ? 1,2 »
STR 1:1, STR 11:2 »
6d, 8d, lOd »
.3125", .375", .50", .594" »
1 «
2 *
10 -
0.5 -
C^^ ^
c^^ ^
STUD SPACING
LEAST DIM. OF END POST =
SEIS. FACTOR FOR WALL WT=
NOMINAL SILL THICKNESS =
16 in
3 in
2 in
WALL LENGTH =
WALL HEIGHT =
WALL WEIGHT =
3 . 5 f t
9 ft
15 psf
USE.
SUMMARY
0.5 in Plywood Applied To »
Ht/Width Ratio=2.57142
1 Side/s
Required Nail Size =10 d Req'd Nail Spacing =
Req'd Field Spacing=
3 in
12 in
Shear Wall Capacity
Actual Total Shear
600 plf x # of Sides =
1776 Ibs Required
UPLIFT CHECK Moments about lower: ..Left..
Overturning Moment on Wall = 15984 ft-
Resisting Moment From Vert. Loads = 2775 ft-
Uplift @ End w/o D.L. reductions =3774.1 Ibs
Use Simpson HD5A
Use Simpson HD5A
Sill Attachment.
FOOTING DESIGN
@ Left Side of Wall
@ Right Side of Wall
Use 1/2" Anchor Bolt
or 5/8" Anchor Bolt
or 3/4" Anchor Bolt
Capacity =
Capacity =
600.00 plf
507.43 plf
. .Right..
15984
2775
3774.1 Ibs
4385 Ibs
4385 Ibs
@ 20.0 in o/c
@ 31.1 in o/c
@ 44.0 in o/c
PLYWOOD SHEAR HALL * FOOTING PESIGN
WALL 2tl> Ftoj.
1776
Strut
8.50" Type 3 on 1 Side/s
10d e 3.8 in. Studs 6 16 in
3.6 in Post
Right Uplift = 3774
Le-ft Uplift = 3774
Sil PL u/l/2in
3.56
3.58
20ing
O
EESC]:QUIT CF13=Forces Acting LEFT CF23-Forces Acting RIGHT
F. FLETTER
STRUCTURAL ENGINEER
910 SAN MARCOS BLVD.
SAN MARCOS CA 92069
619-7442218
Title : FERNANDEZ ADDITION
Scope : LATERAL
Number: 94 104 2
Misc :
Dsngr :H.F.F.Date:27-Oct-94
PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page
DESCRIPTION » WEST WALL 1ST FLR
» 10 '-0 PANEL
LATERAL:
#1 : LAT. SHEAR APPLIED TO WALL=
#2 : LAT. SHEAR APPLIED TO WALL=
#3 : STRUT FORCE APPLIED TO TOP OF WALL
#4 : STRUT FORCE APPLIED TO TOP OF WALL
#5 : MOMENT APPLIED @ TOP OF WALL
plf x Length = Ibs
plf x Length = Ibs
= 3,428 Ibs
Ibs
= 15,347 ft-/
VERTICAL:
#1 : CONCENTRATED
#2 : CONCENTRATED
#3 : CONCENTRATED
#1 : UNIFORM
#2 : UNIFORM
Load
593 Ibs
448 Ibs
Ibs
26 plf
115 plf
X-Left X-Right
ft
6.5 ft
ft
6.5
6.5 ft
10 ft
PLYWOOD APPLIED TO ONE OR BOTH SIDES ?
PLYWOOD GRADE:
NAIL SIZE:
SHEATHING THICKNESS:
STUD SPACING
LEAST DIM. OF END POST =
SEIS. FACTOR FOR WALL WT=
NOMINAL SILL THICKNESS =
,3125'
N L/ATA " ~ — — —
DBS ? 1,2 »
STR 1:1, STR 11:2 »
6d, 8d, lOd »
.375", .50", .594" »
1 «—
2 «—
10 « —
0.5 « —
16 in
3 in
2 in
WALL LENGTH = 10 ft
WALL HEIGHT = 9 ft
WALL WEIGHT = 15 psf
Ht/Width Ratio= 0.9
USE.
SUMMARY
0.5 in Plywood Applied To »1 Side/s
Required Nail Size =10 d Req'd Nail Spacing =
Req'd Field Spacing=
4 in
12 in
Shear Wall Capacity
Actual Total Shear
460 plf
3428 Ibs
x # of Sides =
Required =
UPLIFT CHECK Moments about lower: ..Left..
Overturning Moment on Wall = 46199 ft-#
Resisting Moment From Vert. Loads = 13532 ft-#
Uplift @ End w/o D.L. reductions 3010.6 Ibs
Use Simpson HD2A
Use Simpson HD2A
@ Left Side of Wall : Capacity =
§ Right Side of Wall : Capacity =
460.00 plf
342.80 plf
.Right..
46199
16093
3266.7 Ibs
3270 Ibs
3270 Ibs
Sill Attachment.
FOOTING DESIGN
Use 1/2" Anchor Bolt @
or 5/8" Anchor Bolt @
or 3/4" Anchor Bolt @
29.6 in o/c
46.1 in o/c
48.0 in o/c
PL.VUOOD SHEAR MALL * FOOTING DESIGN
WEST UALL «
0.5B" Type 2 on 1 Side/s
10d e 4.0 in. Scuds d 16 in
3.6 in Post
Right UpU-ft = 3267
Ue-f* Uplift = 3611 I
iimmrflfamiifln
2x Sill PL w/1/2m AB e 0
CESC] QUIT tF1]:Forces Acting LEFT CF2J-Forces Acting RIGHT
HARRY F. FLETTER
STRUCTURAL ENGINEER
910 SAN MARCOS BLVD.
SAN MARCOS CA 92069
619-7442218
Title :FERNANDEZ ADDITION
Scope :LATERAL
Number:951042
Misc :
Dsngr :HFF Date:28-Oct-94
PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page
DESCRIPTION »
»
EAST WALL
LOADS
LATERAL:
#1 : LAT. SHEAR APPLIED TO WALL=
#2 : LAT. SHEAR APPLIED TO WALL=
#3 : STRUT FORCE APPLIED TO TOP OF WALL
#4 : STRUT FORCE APPLIED TO TOP OF WALL
#5 : MOMENT APPLIED § TOP OF WALL
plf
plf
x Length =
x Length =
Load
Ibs
Ibs
1,756 Ibs
Ibs
ftH
X-Left X-Right
VERTICAL:
#1 : CONCENTRATED
#2 : CONCENTRATED
#3 : CONCENTRATED
#1 : UNIFORM
#2 : UNIFORM
----------------------------- DESIGN DATA
PLYWOOD APPLIED TO ONE OR BOTH SIDES
PLYWOOD GRADE: STR
NAIL SIZE:
SHEATHING THICKNESS: .3125", .2
174 Ibs
174 Ibs
Ibs
84 plf
plf
1:1, STR
6d, 8d
11 , .50",
1,2
11:2
, lOd
.594"
ft
5.5 ft
ft
5.5 ft
ft
» ! «__
» 2 « —
» 8 « —
» 0.375 « —
STUD SPACING =
LEAST DIM. OF END POST =
SEIS. FACTOR FOR WALL WT=
NOMINAL SILL THICKNESS =
16 in
3 in
2 in
WALL LENGTH = 5.5 ft
WALL HEIGHT = 10 ft
WALL WEIGHT = 15 psf
Ht/Width Ratio=l.81818
USE.
SUMMARY
0.375 in Plywood Applied To »
Required Nail Size = 8 d Req'd Nail Spacing =
Req'd Field Spacing^
4
12
Shear Wall Capacity
Actual Total Shear
384 plf x # of Sides =
1756 Ibs Required =
UPLIFT CHECK Moments about lower: ..Left..
Overturning Moment on Wall = 17560 ft-#
Resisting Moment From Vert. Loads = 4496 ft-#
Uplift @ End w/o D.L. reductions =2375.2 Ibs
Use Simpson HD2A
Use Simpson HD2A
Sill Attachment.
FOOTING DESIGN
@ Left Side of Wall : Capacity =
@ Right Side of Wall : Capacity =
Use 1/2" Anchor Bolt @ 31.7
or 5/8" Anchor Bolt @ 48.0
or 3/4" Anchor Bolt @ 48.0
Side/s
in
in
384.00 plf
319.27 plf
..Right..
17560
4496
2375.2 Ibs
3270 Ibs
3270 Ibs
in o/c
in o/c
in o/c
PLYWOOD SHEAR WftLL « FOOTING DESIGN
EAST HfiLL
B.38" Type 2 on 1 Side/s
6d 0 4.3 in. Studs & 16 in
3 8 in Post
Right Up!ift = 2375
Le-f* Uplift = 2375
iiiiiiiiiiinBKginnmiiiii
1756 *
Strut
irr
.e *
Sill PL u/1/2m AB e C
5.53
5.53
IESC]:QUIT C F1 ]:Forces Acti ng LEFT [F2D Forces Acting RIGHT