HomeMy WebLinkAbout1201 MAGNOLIA AVE; ; CB890926; Permit12-03-2009
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Building Permit Permit No:CB890926
Building Inspection Request Line (760) 602-2725
Job Address:
Permit Type:
Parcel No:
Valuation:
OccGroup:
1201 MAGNOLIA AV CHAD
RAD Sub Type;
2052800800 Lot #:
$0.00 Const Type:
Reference #:
Project Title: BUILD TWO GARAGES
1776 SF FOR TOTAL AREA
NEW
Status S
Applied:
Entered By:
Appr/Issued:
Inspect Area:
06/23/1989
JPY
Applicant:
HOPKINS, JOHN
Owner:
HOPKINS JOHN A&LINDA A
1201 MAGNOLIA AV
CARLSBAD, CA 92008
434-0737
Total Fees:
$0.00
$189.00 Payments To Date:$189.00 Balance Due:
Description
Other
Fee
Inspector:
FINAL APPROVAL
Date:Clearance:
NOTICE: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS DRIVE
CARLSBAD, CA 92009-4859
(619)438-1161
MISCELLANEOUS FEE RECEIPT
Applicant Please Print And Fill In Shaded Area Only
JOB
ADDRESS
ASSESSOR'S
PARCEL NO.
OWNER J&J?/)
OWNER'S
MAILING
ADDRESS / J ft) /
7812 06/23/89 0001 01
Hisc
VALIDATION AREA
169.00
CONTRACTOR
CONTRACTOR'S
MAILING
ADDRESS
CITY ZIP TEL.
FRTMATFH
PLAN CHECK FFF 001-810-00-00-8821
IF THE APPLICANT TAKES NO ACTION
WITHIN 180 DAYS, PLAN CHECK FEES
WILL BE FORFEITED.
STATE
LICENSE NO.
BUSINESS
LICENSINO.
LEGAL DESCRIPTION CHECK IF SUBMITTED:
2 ENERGY CALCS
t— I
LJ
2 1987 ENERGY CALCS
FOR NON RESIDENTIAL BLDGS
DESCRIPTION OF WORK / "3-G,2 STRUCTURAL CALCS
- 2 D 2 SOILS REPORTS
2 SELF ADDRESSED ENVELOPES
DATE GIVEN/
SENT TO APPLICANT DATE
CONTACT PERSON J&&LA COSTA LETTER
ADDRESS SCHOOL FEE FORM
ZIP P & E CORRECTIONS LIST
CERTIFICATE OF OCCUPANCY
APPLICANT'S SIGNATURE DATE
White - File Yellow - Applicant Pink - Finance Gold - Assessor
2075 LAS PALMAS DRIVE , R XSfe^M TELEPHONE
CARLSBAD, CA 92009-4859 ' »*O/ dM ' (619)438-11(31
City of Carisbab
DEVELOPMENT PROCESSING
SERVICES
Date: December 22, 1989
To. John Hopkins pc#. 89-926 Dated- 6/23/89
1201 MAgnolia Avenue
Carlsbad, CA 92008
Subject: Plan Check Expiration
Dear Sir:
The plan check for your project at: 1201 MAgnolia Avenue
has become null and void due to limitation of time on: 12/23/89
The provisions of Section 304 (c) of the Uniform Building Code states:
Sec. 304 (c) Expiration of Plan Check. Applications for which
no permit is issued within 180 days following the date of application
shall expire by limitation and plans submitted for checking may
thereafter be returned to the applicant or destroyed by the
Building Official. The Building Official may extend the time for
action by the applicant for a period not exceeding 180 days upon
written request by the applicant showing that circumstances
beyond the control of the applicant have prevented action from
being taken. In order to renew action on an application after
expiration, the applicant shall resubmit plans and pay a new
plan check fee.
We will hold your plans for 10 days at our office for you to pick up, after
which time they will be destroyed.
If you have any questions, please contact the Carlsbad Building Department
at 438-1161.
MARTY ORENYAK
Building Official
h;
M0:jb
City of Carlsbad
TO:
October 31, 1989
John Hopkins
1201 Magnolia Avenue
Carlsbad, CA 92008
Building Department
PC# 89-926 DATE: 6/23/89
PLAN CHECK EXPIRATION
Our records indicate that you have not obtained your building permit
for which you filed an application on the date shown above.
The provisions of Section 304(c) of the Uniform Building Code state:
Section 304(c) Expiration of Plan Check. Application for which
no permit is issued within 180 days following the date of
application shall expire by limitation and plans submitted for
checking thereafter be returned to the applicant or destroyed by
the Building Official. The Building Official may extend the time
for action by the applicant for a period not exceeding 180 days
upon written request by the applicant showing that circumstances
beyond the control of the applicant have prevented action from
being taken. In order to renew action on an application after
expiration, the applicant shall resubmit plans and pay a new plan
check fee.
For your convenience, please check the appropriate box below
indicating your intentions and return this letter to the address above.
Project abandoned. I will pick up plans within 10 days.
Signature: Date:
Project abandoned; plans may be destroyed.
Signature: - Date:
Maximum 180-day time extension requested for the following
reasons:
Date:Signature:
If you have any questions, please contact the Carlsbad Development
Processing Section at (619) 438-1161.
DORIS COSMAN
Building Department
2O75 Las Palmas Drive-Carlsbad, California 92OO9-4859»(61 9) 438-1161
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 56O-I468
DATE:7/6 /
JURISDICTION:
PLAN CHECK NO:
CITY OF CARLSBAD
SET:
PROJECT ADDRESS;/j>pf
:TK
JPLAN CHECKER
]FILE COPY
QUPS
Pi DESIGNER
PROJECT NAME:A&QITfO H<j (j
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
I The plans transmitted herewith will substantially comply
j. with the jurisdiction's building codes when minor deficien-
cies identified aff<ac^)pr{ 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.
D
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.
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:
MAS-A/6 LJA
HH Esgil staff did not advise the applicant contact person that
plan check has been completed.
{1 Esgil staff did advise applicant that the plan check has
— been completed. Person contacted:
Date contacted:
REMARKS:
Telephone
By; &AVID Enclosures:
ESGIL CORPORATION
DGA DAA Dvw QDM
PLAN CHECK N0:_
JURISDICTION; CITY Of CARLSBAD
TO:TO<1K
2.0
V
ENCLOSURES:
PROJECT ADDRESS:\~3-O A/
FOREWORD; PT.EASK READ
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for the
handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections based
on laws and ordinances by the Planning Department,
Engineering Department or other departments.
Present California law mandates that residential
construction comply with Title 24 and the following
model codes:
1985 UBC (eff. 7/31/87)
1985 UPC (eff. 3/30/87)
1987 NEC (eff. 10/28/87)
1985 UMC (eff. 8/28/87)
FLOOR AREA:_
STORIES:
HEIGHT:
The above regulations apply to residential
(- £ Car aar°3^. ^construction, regardless of the code editions
I— Z. // /, -/adopted by ordinance.
REMARKS:
HAH CORRECTION SHEET
CTIY OF CARLSBAD
SINGLE yAMTT.Y ANQ DUPLEX DWELLINGS
Date plans received by jurisdiction:
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), 1985 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.
Date plans received by Esgil Corporation:
Date initial plan check completed:
By:_
Applicant contact person:
"]OY\Y\ Telephone:.
NOTE: PAGE NUMBERS ARE NOT Hi SEQUENCE AS PAGES HAVING NO HEMS NEEDING GUKKEdlUNS WERE DELETED.
List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC)
All S/?pe-f-C ££ p/*WS he -/-/><•g-f/A/^
ICRo -fttrr
CS)
f
Q OK,X*.. C vn J
~+-fr c(
pfarp on'OK "fi
^
cm .
on.^£_J£^
c
In.<=>•*.be.(70 -h* cf
Date , 7A CITY OF CARLSBAD
VALUATION AND PLAN CHECK FEE
-3jz£
Prepared by«
PAl/ID YAO
PLAN CHECK N0._
BUILDING ADDRESS __ / 2.O I n/ja9>7Q>7(
APPLICANT/CONTACT .
BUILDING OCCUPANCY
TYPE OF CONSTRUCTION I/-A/
Q Bldg. Dept.
O Esgil
PHONE NO.
M-/DESIGNER PHONE
CONTRACTOR PHONE
BUILDING PORTION
Qt*rG<\4>3 3
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire Sprinklers
Total Value
BUILDING AREA
(776
VALUATION
MULTIPLIER
/7
x
§
§
@
VALUE
ao./^jz•
3ox/?-i
Building Permit Tee $.
Plan Check Fee $
COMMENTS:
Plans received by Esgil after July 31, 1987 shall have permit and
plan check fees calculated per 1985 UBC.
SHEET / OF f 12/87
NV-
<v
\Q
uNi\tt
A
Reviewed By:/-i
i
;
CO
0)
.2
i£
4-1ni
Reviewed By:ENGINEER!
Date: 7/6/6?
Plan Check 60. / ffiO?2G>
Project Address: /£?£>/ /fa&^uA
Project Name: /rcffljF/O^S C3Q<0Q<&£.3
Field Check Date:
By:
LEGAL REQUIREMENTS
Site Plan
LEGEND
1,2,3
Item Complete
Item Incomplete - Needs
Your Action
Number in circle
indicates plancheck
number that deficiency
was identified
tj)n n
a n n
a a a
ana
nan
nan
a a a
ana
ana
ana
nan
nan
D D
1. Provide a fully dimensioned site plan drawn to scale. Show: North
arrow, property lines, ^easements. existing and proposed
Streets} CJxistTngf street improveme^nts~I<I!xight-of-^vgy~
nd dimensioned setbacks.
2 .Show on Site Plan: CFjnish floor elevation^^<gTevaTTons of TfrTtstb
to building. >gfcTstmg topoqrapmcai
sed slopes, driveway and percent (%) grade
3. Provide legal description of property.
4. Provide assessor's parcel number.
PERMITS REQUIRED
Grading
5. Grading permit required. (Separate submittal to Engineering
Department required for Grading Permit).
6. Grading plans in plan check PE .
7. Need the following completed prior to building permit issuance:
A. Grading plans signed.
B. Grading permit issued.
C. Grading completed.
D. Certification letter and compaction reports submitted.
E. Grading inspected and permit signed off by City Inspector.
8. Right-of-Way Permit required for work in public right-of-way
(e.g., driveway approach, sidewalk, connection to water main,
etc).
9. Industrial Waste Permit application required. To be filled out
completely and returned to Development Processing.
FEES REQUIRED
\~\A I I r~l 10. Park-in-Lieu fees required.
1-1 Quadrant: Fee Per Unit: , Total Fee: .—
[ I f~1 11. Traffic impact fee required.
^ Fee Per Unit: , Total Fee:
r~| r~] 12. Bridge and Thoroughfare fee required.
Fee Per Unit: ... - Total Fee:
I—I I—I 13. Public facilities fee required.
["""] [ | 14. Facilities management fee required. Fee:
XI x> 1»
D l—| 15. Additional EDU's required: /^^
I—J Sewer connection fee: _. ———--—- Sewer &ermil no.
[~] Q] 16. Sewer lateral required:
REMARKS: &>£/££ /s a
O. K. to issue: Date:
If you have any questions about any of the above items identified on this plan
check, please call the Development Processing Department at 438-1161.
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PLANNING CHECKLIST
Plan Check No. *&\' ^l(p Address 1^°^ /^fa/jvlfe /h/C
Jl X p*^
Type of Project and Use C^y^/ri/c/,^ <=y *=i fyytyjf^
Zone ^-' I Use Allowed? YES 'K- NO
Setback: Front Side Rear
Facilities Management Zone /
School District: San Dieguito Encinitas
Carlsbad ^/ San Marcos '
"• <Discretionary Action Required YES NO Is Type
If"
Environmental Required YES NO /""
Landscape Plan Required YES NO "£~-
Comments
Coastal Permit Required YES NO _7_^-
Additional Comments
— "^ <d-} <2-t^i ~*~ A^-^LAC^ 'TYijtyJi <±y)3 (I^^M^L/ZT-^-
•^~7\ <^-\'<J±jZ~' Prs>p&fe->f<-, / y^Z-S
A. r I / -s s ,L //T ' ' <l- 1/^\<^/} <> t<O^\^ s^-"^~T £?<&
AC-<d.c^-fcZ^V S^LAMe/ cS>o^-
/
/J /
Ly/
OK TO ISSUE DATE
FOR GABLE ENDS OVER 6'-8" IN HEIGHT
** MINIMUM GABLE STUD GRADE - 2x4 CONSTRUCTION GRADE HEM-FIR
6'-0"o.c. MAX
2x4 OUTLOOKER
C-lx2.6 Typical
2x4 BRACES. BRACED
15 6'-0" MAXIMUM
2x4 CONTINUOUS BACKING,/
ATTACH WITH 16d NAILS
AT 24"o.c. TO PLATELINE.
2x4 BLOCK WITH 3-16d NAILS
EACH END. .SHEATHING TO
GABLE END
8d NAIL AT
6"o.C.
16d at 24*o.c
FILE NO GABLE END
DATF 6/1/84
DtS BY SC
8d NAIL AT 6"o.c.
NOTCHED PER
OUTLOOKEB SPACING
2x4 BRACE WITH 4-16d NAILS
Compulrus Inc.
PEAK B H
(2x6) C-5x5.1 to 36'-8" 5.1" 2.0"
(2x6) C-4x4.3 to 24'-0" 4.0" 2.0"
(2x4) C-4x4.3 to 36'-8" 4.25" 1.5"
LOAD DURATION INCREASE • 1.25
SPACED 24- O.C
LOADING
U. » DL ON TOP CHORD • 28 PSF
DL ON BOTTOM CHORD <= 10 PSF*
TOTAL LOAD > 30 PSF*
•5 PSF REDUCTION TAKEN ON
BOTTOM CHORD. AXIAL STRESS ONUT
REACTION- 1190
MAXIMUM TRUSS MEMBER FORCES
T-l - -3575
T-2 - -3173
ALIERHATE SPLICE (T-2)
(2x6) C-4x4.3 to 36'-8"
(2x4) 0-2.5x4.3 to 36'-8"
SPLICE
(2x6) C-5x5.1 to 36'-8"
(2x4) C-4x4.3 to 36'-8"
NO SPLICE
C-1.5X2.6 to 36'-8"
General Notee. unMsaofMrwtaa note*
1 Padua m»ii|i|ii<i>«ile»ain<i«ii fiiiam.iiniien»)ifc^ai»iini«i
auch u temporary and parmanant bracing to be da agnail and
provided by others.
2. Design assumes *• lop and bottom chord* » be Meraey bracM at T
- 0- ex. and ii iy . <r at mpactrMly.
1 For facornmeno«dbnre»igoB«ate see "Bracing WoodTrusses.BWT
-7fT by the Truss Plate Insaue.
4. 1x3 eonlirHious lateral »eb bracing where shown*.
5. Impact bridging or lateral bracing recommended whera
•. mutilation a mat 'a lha rasporaibifty 01 Via respective comrador.
7. Oaaign assumes Inissas an M be used in a non-corrosive environ-
ment and are for "dry condition" of use.
8. Design assumes fuH bearing at an supports snown. Shim or wedge if
necessary.
9. Design assumes adequate drainage is provided.
10. Plates shal be located on both faces of truss and placed so their
center lines coincide with joint center fines.
11. Digits indicate sue of plate in inches.
Z. For basic design values of the Computtus Plate, indicated by Ihe prefte
' -C-.seel.C.B.O.R.R 4211
Jlw Compukua "at SecHon Pleat»indicated by «<a prefix "Or. •»
(1») indfcatoa 11 ga. malariel la uaed Al others are 20 ga.
Off Panel SpHce Note:
Oft panel point sptces are located at 1/5 Ihe
panel length •/• 6" at either end ot the panel indicated
4 EQUAL PANELS TOP CHORD
3 EQUAL PANELS BOTTOM CHORD'
CEKTERLIire SPLICE
C-3x6.0 to 24'-O"
ALTERMATE SPLICE (B-2)
C-2.5x6.0
C-2.5x4.3
to 36'-8"
to 33'-8"
SO SPLICE
C-2.5x4.3
SPLICE
C-5x7.7
C-5x6.0
to 36'-8"
to 36'-8"
to 35'-7"
SPAN TO 36'-8"
DOUG.FIR
C-2.5x7.7
C-2.5x6.0
C-2.5x4.3
HEM-FIR
C-3x7.7
C-2.5x7,
C-2.5x6,
C-2.5x4.3
to 36'-8"
to 30'-2"
to 21'-6"
to 36'-8"
to 32'-4"
to 25'-2"
to 17'-11"
SYMMETRICAL ABOUT CENTERLINE
FILE NO.: TRIMS - 36-3 - 38*
DATE: 6/1/84
REF.: 25-1 DES BY: SC
SEO. STANDASD
CHORD
SIZE
FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED
TOP CHORD
BOTTOM CHORD
2x6
2x4
2x4
2400 F
36'-8"
2250 F
36'-3"
21 OOF
35'-3"
1950F
34'-4"
1800F
33'-1"
36'-8"
1650F
34'-5"
1450F
36'-8"
29"-9"
30'
SSDF
33'-2"
36'-8"
#1 DF
3r-u'
35'-8"
H20F
36'-8"
29'-2"
31'-0"
SSHF
JO'-5"
#1 HF
36'-8"
28'-8"
30'-5"
WEB MEMBERS -2x4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 »2 HEM - FIR OR AS NOTED ON DESIGN
Campulrus Inc.
LATERAL BRACING REQUIREMENTS
One (1) Literal Brace Required on Spans
Over 44'-0"
PEAK B H
LOAD DURATION INCREASE
SPACED 24- O.C.
LOADING
LL - DL ON TOP CHORD • 28
OL ON BOTTOM CHORD - 1Q PSF*
TOTAL LOAD • 3g PSF*
*5 PSF REDUCTION TAKEN ON
BOTTOM CHORD. AXIAL STRESS ONLY.
PSF
i to support toed* as shown. AI Mem lore* mMng elements
'such as temporary and permanent bradng to b» designed and
provided by others,
IDeslrpesawnesMlop am) bottom cM-os to be Merely braced at?
-<roc. and at 12". (Toe respectively.
& r^recornrne«led bracing detail, see'Bracing WoodTrusses.BWT
.76-by the Truss Plate Institute.
4.1x3 continuous lataralwab braeinQ where shown •.
S. Impact bridging or lataral bracing recommended where
(2x6) C-5x7.7 to 48'-8" 5.0" 3.0"
(2x6) C-5x6.0 to 42'-0" 5.0" 2.0"
(2x6) C-4x6.0 to 36'-8" 4.0" 2.0"
REACTION- 1586
MAXIMUM TRUSS MEMBER FORCES
(2x4) C-4x6.0 to 45'-10"
(2x4) 0-4x4.3 to 36'-8"
4.0"
4.0"
3.0"
1.5"
SPLICE
(2x6) C-5.5x7.7 to 48'-8"
(2x6) C-5.5x6.0 to 42'-0"
(2x4) C-5x5.1
(2x4) C-4x4.3
to 45'-10"
to 30 "0"
1.5"
1.5"
1.5"
1.5"
T-l - -5308
T-2 - -4776
T-3 - -3295
B-l - 5149
B-2 - 4173
W-l - - 610
W-2 » 642
U-3 - -1107
W-4 - 1164
NO SPLICE
C-2.5x4.3 to 48'-8"
ALTERNATE SPLICE (T-2)
(2x6) C-4x6.0
(2x6) C-4x4.3
to 48'-8"
to 36'-8"
SPLICE JL
(2x6) C-5.5x7.7 to 48'-8" 1.5"
(2x6) C-5.5x6.0 to 42'-0" 1.5"
(2x4) C-2.5x6.0 to 45'-10"
(2x4) C-2.5x4.3 to 30'-0"
(2x4) C-5x6.0
(2x4) C-4x4.3
MO SPLICE
C-1.5x2.6 to 48'-8"
C-lx2.6 to 36'-8"
to 45'-10" 1.5"
to 30'-0" 1.5"
«. InsuMlion ol truss is Vw responsibility ol the respective contractor.
7. Design assumes trusses are to ba used in a non-corrosive environ-
ment and are lor "dry condition' ol use.
8. Design assumes lull bearing at al supports shown. Shim or wedge i
necessary.
9. Design assumes adequate drainage is provided.
10. Plates shal be located on both lacn of truss and (ttcta so their
center lines coincide with joint center lines.
11. Digits indicate size ol plate in inches.
12. For basic design values ol the Compmrus Plale. indicated by the prefa
TT. see I.OB.O. R.R. 4211
13. The Compurus Net Section Plate is indicated by me r»li> "CN". the
oedgnalor (18) Indicatea 11 ge. materiel Is used. A« others are 20 ga.
OK Panel Splice Note:
Oil panel pant splices are located at 1/5 the
panel length •/+ 6" at either end ot the panel indicated
6 EQUAL PANELS TOP CHORD .
4 EQUAL PANELS BOTTOM CHOI
1 DOUG.FIR
NO SPLICE
C-2.5x7.7 to 48<-8"
SPLICE
C-5x7.7 to 48'-8"
SYMMETRICAL ABOUT CENTERLINE
ALTERNATE SPLICE (B-2)
CN18-3xl3.6 to 48'-8"
CN -3x10.2 to 45'-l"
C -3x6.0 to 35'-ll"
NO SPLICE
C-2.5x4.3 to 48'-8"
C-2.5x2.6 to 30'-0"
SPLICE
C-5x9.4 to 48'-8"
C-5x7.7 to 40'-11"
C-5x6.0 to 31'-10"
SPAN TO 48'-
C-3xll.9
C-3x9.4
C-2.5x7.7
C-2.5x6.0
to 48'-8"
to 42'-5"
to 28'-ll
to 22'-6"
FILE NO.: TRU64 - 48-3-38*
DATE: 6/1/84
REF 25-1 DES BY: SC
SEQ STANDARD
CHORD
SIZE
FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED
TOP CHORD
BOTTOM CHORD
2x6
2x4
2x4
2400 F
45'-10"
2250 F
44'-9"
21 OOF
43'-4"
48'-8"
1950F
46'-9"
1800F
40'
42'-10'
1650F
38'-9"
39'-6"
1450F
48'-8"
36'-0"
34'-!"
SSDF
AO'-IO"
45•-2"
OF
38'-7'
40 '-10
«2DF
'-8"
34'-9"
35'-l
SSHF
38'-9"
HF
48'-8"
34'-6"
34'-4"
JVEB MEMBERS -2x4 STANDARD OR STUD_GRADE_H_EM - FIR. 2 x 3 »2 HEM - FIR OR AS NOTED ON DESIGN