MUP 2004-574F1)+1W EI
r of La Quinta
imunity Development Department
�95 Calle Tampico
�uinta, California 92253
1) 777-7125 FAX: (760) 777-1233
Y
OFFICE USE ONLY
Case No. M y e Q T^ 5 7
Date ecvd.
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Related Apps.:
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kTION FOR MINOR USE PERMIT APPROVAL
MINOR USE PERMIT applications are reviewed and approved by the Community Development Director
pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring
the permit do not have an adverse impact on surrounding properties, residents, or businesses.
APPLICANT C�V Ap D FRAZTt4elL 5 N o ki i c kcke- I 'h oo i.'
- na.VTlV e-(2 -
(Print)
MAILING ADDRESS 'S ►72(j�P at~J c90 ci D R Phone No. 00 1- 5-71— 0'1 i3 S
CITY, STATE, ZIP: 50"1 D! , UT 04oq'L Fax No. 001 14 5-12 -1&5f5
PROPERTY OWNER (If different):
(Print)
MAILING ADDRESS:
CITY, STATE, ZIP:
Phone No.
Fax No.
PROJECT LOCATION: S ' Q 3S V(A Y e.rMr.J-A LA Q0 tn1TA , (�:--A
PROPOSED USE AND/OR CONSTRUCTION (Including operational information):
Goes-c' hOySe—
3 0 Af"!! 5 A /L it.( pert_ L 9 rA gip ld!r- a4 - yh & 2 a q f 0So
MhC
2S�S�
LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): AP14 : G &t& —33 0 • 0 ?.(,,
AI8\Ivlinor Use Permit
SUBMISSION REQUIREMENTS:
i
❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff).
3)-sets of plans on 8'/z" x I I" sheet or folded down to 8'/2" x I 1".
❑ Filing fee for Minor Use Permit. If fling multiple applications, the most expensive application will be
charged full fee, with remaining related applications discounted 50% for each. This discount does not apply
to Environmental Information form.
NAME OF APPLICANT QyAA D2TN�QSNt�p
(Please Print)
SIGNATURE OF APPLICANT 1 DATE �2 NAME OF OF PROPERTY OWNER (!�U Ab �82T�(Ei2 S N t
(Please Print)
SIGNATURE OF PROPERTY OWNER(S)
IF NOT SAME AS APPLICANT: DATE
(Signature provides consent for applicant to use site for proposed activity).
DATE
(Separate written authority by owner to submit application may be provided)
NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE
GROUNDS FOR DENYING APPLICATION.
A I Minor Use Permit
r •
off' ,(4�Qut«ta
P.O. Box 1504
LA QutNTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO (760) 7 7 7 - 7 0 0 0
LA QuINTA, CALIFORNIA 92253 FAX (760) 777-7101
December 20, 2004
Michael Doolin
Quad D. Partnership
5 Pepperwood Drive
Sandy, UT 84092
F1' � A^,
SUBJECT: Approval of Minor Use Permit 2004-574
Dear Mr. Doolin:
Your request for Minor Use Permit 2004-574 to allow an attached guesthouse for
a new residence at 78-935 Via Ventana for Quad D. Partnership is hereby
approved. Enclosed is the approved original Deed Restriction for this Minor Use
Permit. It must be signed by Mr. Quad D. Partnership in front of a Notary Public.
The original approved documents are then to be recorded with the County
Recorder with a recorded copy given to us for our files. Until the recorded copy is
received, our Minor Use Permit file is not complete. After we receive our copy we
will provide our clearance to the Building Department to issue the building permit.
Should you have any questions, please call me at (760) 777-7070.
Very truly yours,
Tim Nguyen"
Assistant Planner
Attache lent
C: Building and Safety Department
p:\tim\mup Itr app 2004-574.doc
•
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n:
- W RECORDING REQUESTED BY:
City of La Quinta - City Clerk's Office
PO Box 1504
La Quinta, CA 92247-1504
WHEN RECORDED PLEASE MAIL TO:
Michael Doolin
Quad D. Partnership
5 Pepperwood Drive
Sandy, UT 84092
DOC # 2006-0008262
91/05/2005 08:00A Fee:NC
Page i of 4
Recorded in official Records
County of Riverside
1111111111111111111111111111111111111111111111111111
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EXAM
COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT
78-935 VIA VENTENA, LA QUINTA, CALIFORNIA
This covenant and agreement are made and executed this 201h day of
December, 2004_by Quad D. Partnership, as the record owner(s) of the property
described herein. The City of La Quinta, a Municipal Corporation, is hereby made a
party to this agreement for the purposes set forth below.
The undersigned hereby certifies that he/she is the property owner of the
following described real property in the City of La Quinta, County of Riverside,
State of California:
Lot 34 of Tract 25154, as per record map on file with the Recorder of Riverside
County
In consideration of the City of La Quinta issuing a building permit for certain
improvements which will be constructed on said. property, the undersigned does
hereby covenant and agree to and with said City to restrict the use of said property
as follows:
1 . The guest house may not be rented nor sold independent of the main
single family residence (Minor Use Permit No. 2004-574);
2. No kitchen or cooking facilities shall be constructed in the guest house
per the provisions of Chapter 9.30.030 (RL Zone District) and
9.60.1 10 (Guest Houses) of the La Quinta Municipal Code;
3. All on -site facilities are intended for the sole occupancy of the
property owner(s), guests, and caretakers (i.e., a maid and/or
housekeeper, etc.); and,
VAI
4, The guest house shall be used primarily as a sleeping facility, and shall
be maintained in accordance with all zoning and other codes as set
forth in the La Quinta Municipal Code, as may be amended from time
to time.
This covenant and agreement shall run with the land and shall be binding
upon future owners, their successors, heirs, or assigns, sand ourselves, and shall
continue in effect while said accessory building remains, on the real property or
unless otherwise released by the authority of the City of La Quinta. All leases of
said dwelling and/or property shall be subject to this restriction. This agreement
k
shall be entitled to the remedy of injunctive relief in addition of any remedy in law
or equity.
This covenant and agreement and the provisions hereof are -irrevocable,
except by the written consent of all parties to the agreement, including the City of
La Quinta, a municipal corporation. The City shall have the right to enforce each
and every provision hereof and the parties agree that the agreement shall not be
rescinded, revoked, modified, or otherwise amended or changed, without the
expressed written consent of the City first being obtained.
In the event that the owners, their heirs, assigns or successors in interest,
shall fail to perform any obligation hereunder, they hereby agree to pay all costs
and expenses incurred by the City of La Quinta in securing performance of such
obligation, including attorney's fees.
By: 1.
2.
3.
Signature(s) Printed Name of all owner(s)
Dated: 12I3C7 C) ,�—
2!
X /-� �o �=
Thomas P. Genovese Date
City Manager/Interim Community Development Director
City of La Quinta
ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1 /2 X
11 " FORMAT, FOR EACH SIGNATURE.
II�IIIIIIIII�IIIIIIII�IIIIIIII�IIIIIIIII�I a,�eeAA�luap
i
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of QI UA�• ss.
On -DA-AD , 2 CA before m 0
Da _ Name anqTffle Qf Officer (e.g., 'Jane Doe, Notary Public')
personally appeared \ r' top b
Name($) of Signers)
SUSAN M. DICKINSON
-1 L Commission # 1432765
Notary Public - California
Riverside County
My Comm. Expires Jul29, 2007
VF proved to me on the basis of satisfactory
e idence
to be the personN whose names is
subscribed to the within instrument and
acknowledged to m!9$at
@y executed
the same in r authorized
capacity, and that by his their
signatur'6(Q_on the instrument the persorK, or
the entity upon behalf of which the person
acted, executed the instrument.
WITNESS my hand and official seal.
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
V
Document Date: 7 Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Ciai by Signer
Signer's Name:
it Individual
Corporate Officer — Titie(s):
❑ Partner — ❑ Limited ❑ General
❑ Attomey-in-Fact
❑ Trustee
❑ Guardian or Conservator
0 Other:
Signer Is Representing:
RIGHT THUMBPRINT
OF SIGNER
- O 1999 National Notary Association - 935o De Soto Ave., P.O. Box 2402 - Chatsworth, CA 91313-2402 - www.na*)nainotary.org Prod. No. 5907 Reorder. Call Toll -Free 1-800-876-6827
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8005-8088152
@1@5/2@@5 98 0@R
3 of 4
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State of California
County of Riverside
On December 21, 2004 _ , before me, Regenia Hensley, Notary Public, personally
appeared THOMAS P. GENOVESE personally known to me to be the person whose
name is subscribed to the within instrument and acknowledged to me that he executed
the same in his authorized capacity, and that by his signature on the instrument the
person or the entity upon behalf of which the person acted, executed the instrument.
WITNESS my hand and official seal.
REC*tNIA HENSLEY
Notary Public
Commission # 1521423
Expiration: October 23, 2008
(Seal)
R0904A WtfY.
ConvnWdon # 1 1 31 3
y Notary Pubic - Ccoomia _
RKerda6 County
My Comm. Ex0o Oct 23, 2008
i his must i �I G otbe a
to which this certifi�ate
Each document rt
of the original V
is ottach�d is ceRiSied to he a C
ful ,
true and correct copy office a O
on file and of rocord in my�
COUNi!TY RECORDER
of Fiiversido, State of California CA
LIFOR;l,P
County
JAN p 5 zooa__cEEr—
Datad'
�on must bo in rsd to oe
"CEFMPE.O COPY"
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d MMNG ODENCE TO HUN 6
,,- mmummmmm -111,
GENERAL NOTES
1: ALL WORK CALLED FOR IN THESE PLANS SHALL BE EXECUTED
WITH EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY IN
FULL ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES
OF THE JURISDICTION IN WHICH IT IS BEING CONSTRUCTED.
2: ALL WORK, WHETHER SPECIFICALLY CALLED FOR OR NOT, SHALL
BE CONSTRUCTED UNDER THE LATEST EDITION OF THE UNIFORM
BUILDING CODE AS ADOPTED BY THE LOCAL GOVERNING AGENCY.
3: ALL EXTERIOR FLATWORK SHALL HAVE A POSITIVE SLOPE AWAY
FROM THE BUILDING (1%MIN.)
4: THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE
HIMSELF WITH THIS DOCUMENTS PRIOR TO PROCEEDING WITH
ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO
THE DESIGNER PRIOR TO COMMENCING ANY WORK SHOULD ANY
DEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN
CONSENT FROM THE DESIGNER THE OWNER/CONTRACTOR ASSUME
ALL RESPONSIBILITY FOR SUCH DEVIATION.
5: THE GENERAL CONTRACTOR SHALL SUBMIT COPIES OF
SHOP DRAWINGS OF ALL MANUFACTURED ITEMS i.e. CABINETS,
TRUSSES,ETC.1 TO THE DESIGNER FOR REVIEWAN� APPROVAL
PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE
RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW (10
WORKING DAYS) OF SUBMITTED ITEMS SO WHEREAS SUCH
REVIEW SHALL NOTADVERSELY IMPACT THE CONSTRUCTION
SCHEDULE.
6: INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN
NO WAYALLEVIATES THE CONTRACTOR'S RESPONSIBILITY IN
REGARDS TO CODE COMPLIANCE, SAFETY OR THOROUGHNESS.
7,, ALL SUBCONTRACTORS SHALL VISITTHE JOB SITE WITHIN 24
HOURS PRIOR TO COMMENCING WORK THE SUBCONTRACTOR
SHALL BE RESPONSIBLE FOR REVIEWING RELATED TRADES SUB-
SURFACE PREPARATION AND SHALL REPORTANY NON -CONFORMING
DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF
WORK BY ANY SUB -CONTRACTOR INDICATES ACCEPTANCE OF THE
PREVIOUS TRADE'S WORK
8: THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND
DEFEND THE DESIGNER, HIS EMPLOYEES, AND ENGINEERS
AGAINST ANY AND ALL LIABILITY, CLAIM DAMAGES AND COSTS
OF DEFENSE ARISING OUT OF THE ERRORS OR OMISSIONS, OR
NEGLIGENT ACTS CAUSED BY THE MODIFICATIONS TO THE PLANS
AND SPECIFICATIONS.
9: ANY CHANGE, MODIFICATION OR ALTERATION OF THESE PLANS
SHALL BE AT THE SOLE RISK OF THE PERSON MAKING OR
CAUSING THE SAME AND SHOULD BE REVIEWED BY THE DESIGNER
OF RECORD FOR CONFORMITY WITH THESE PLANS.
10: VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CAN
SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS
INDICATED FOR TRANSFORMER LOCATIONS, ETC.
11- COMPLY WITH ALL UTILITY COMPANREQUIREMENTS. PROVIDE ALL
RELATED CONDUITS, PULL BOXES AND RISERS.
12: CONTRACTOR SHALL VERIFY ACTUAL DEPITANDLOCATION OFALL
SERVICE ALEIRT (TOLLIFREE 8000NSTRUCTION
6412444� ON... CAIWNDERGROUND
13: PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLINGW� PUSHING,
PLANTING TREES DIGGING FENCE POST HOLES ETC THEY WILL SUPPLY
INFORMATION OR LOCATEAND MARKANY UNDERGROUND FACILITIES.
SITE PLAN NOTES
WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN
APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE,
LANDSCAPED AREAS INDICATED SHALL BE PROVIDED W/ FULL COVERAGE
AUTOMATIC IRRIGATION SYSTEM W/AN APPROVED BACK FLOW DEVICE.
TEMPORARY TOILETS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR
FOR ALL TRADES UNTIL THE COMPLETION OF THE WORK.
ALL TRADES SHALL ATALL TIMES KEEP THE PREMISES FREE FROM
ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK.
NO UTILITY TRENCHES PARALLEL TO A FOOTING AND DEEPER THAN 18' SHALL
BE LOCATED WITHIN A DISTANCE OF 4' 0" OF A BUILDING FOOTING.
UTILITY TRENCHES PERPENDICULAR TO A FOOTING SHALL OF A MINIMUM OF
4'-U' DEEP AIJD THE DISTURBED SOIL SHALL BE COMPACTED WITHIN A 4' O'
DISTANCE OF ANY FOOTING OR UNDER A CONCRETE SLAB.
ALL PROPERTY LINES, EASEMENTS AND BUILDINGS BOTH EXISTING AND
PROPOSED, ARE SHOWN ON THIS SITE PLAN.
f NOTES I
• LANDSCAPE LIGHTING SHALL BE
PHOTOCELL CONTROLLED.
• LANDSCAPE AREAS INDICATED SHALL
BE PROVIDED W/FULL COVERAGE, AUTOMATIC.
• IRRIGATION SYSTEM W/APPROVED BACKFLOW
DEVICE.
• PROVIDE PRESSURE REGULATOR FOR WATER SERVICE
WHERE PRESSURE EXCEEDS 80 P.S.I (PER UPC 608.2)
ORDINANCES.
• POOL AND BLOCK WALLS REQUIRE SEPARATE
PERMIT PER CITY OF LA QUINTA.
• DRIVEWAY APPROACH REQUIRES A SEPARATE
PERMITID AND INSPECTION FROM CITY OF LA OUINTA
PUBLIC WORKS DEPARTMENT.
LANDSCAPE NOTES
I; L WIV IVIr\ILL\InLJI u\LLUC Lvw w,\ILL\ WJI- v,\IUL I I.
2: TREES SHALL NOT BE PLANTED WITHIN 10'-0' OF A SEPTIC
SEEPAGE PIT.
3: IRRIGATION SYSTEM SHALL CONSIST OF SPRINKLER
HEADS THAT ARE PROPER FOR THE PLANTING MATERIAL
THAT IS BEING IRRIGATED. IRRIGATION SYSTEM SHALL
BE ON AN AUTOMATIC TIMER AND ZONED AS NECESSARY.
A. PROVIDE STUB OUT IRRIGATION LINES TO SIDE YARDS
FOR FUTURE LANDSCAPING.
5: SPRINKLER HEADS SHALL BE INSTALLED AND ADJUSTED
SUCH THAT THEY DO NOT OVER SPRAY ON WALKS AND
DRIVES AS WELL AS ON BUILDING WALL SURFACES
AND WINDOWS.
6: TREES SHALL BE STAKED SO THAT THE GROWTH OF THE
TREE IS NOT INHIBITED, PLANT TREES IN THE SOIL WITH
THE TREE'S ROOT BALL
7,- PRIOR TO PLACEMENT OF THE (MEDIUMI GRAVEL, REMOVE
EXISTING DEBRIS AND WEEDS. STERILIZE THE SOIL WITH
AN APPROVED CHEMICAL AGENT. REMOVE ALL DEAD
MATERIAL AND PLACE GRAVEL VERIFY WITH MANUFACTURER'S
DIRECTIONS FOR PLACING PLANTS IN AND AROUND THE
STERILIZED SOIL IN LIEU OF GRAVEL DECOMPOSED GRANITE
OR CRUSHED BRICK MAY BE USED.
GENERAL SPECIFICATIONS i
If any ERRORS, DISCREPANCIES or OMISSIONS appear in the drawings,
specifications or other contract documents, the GENERAL CONTRACTOR
shall notify the designer in writing of such error or omission.
In the event that the GENERAL CONTRACTOR fails to give such notice
before construction and/or fabrication of the work, THE GENERAL CON-
TRACTOR WILL BE HELD RESPONSIBLE to the result of any errors, dis-
crepances or omissions and the cost of rectifying the same.
REFERENCE CODES
2001 UNIFORM BUILDING CODE
12001 UBC)
2001 UNIFORM MECHANICAL CODE
(2001 UMCJ
2001 UNIFORM PLUMBING CODE
(2001 UPC)
2001 NATIONAL ELECTRICAL CODE
(2001 NEC)
TITLE 24, PART2, CALIFORNIA ADMINISTRATIVE CODE
HANDICAP COMPLIANCE REGULATIONS
ENERGY CONSERVATION REGULATIONS
nderground Service Ale
Call: TOLL FREEI
1 -800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
"ALL CONSTRUCTION SHALL COMPLY WITH THE 2001 CAUFORNIA BUILDING,
PLUMBING, MECHANICAL, ELECTRICAL, AND ENERGY CODES AND ALL OTHER
LOCAL CODES AND ORDINANCES.'
/
10441�.�-� b
1
— F /
SEiBArXLO " /
EXISTING LANDSCAPE PROPOSED GUEST I
- TO REMAIN HOUSE /
I a
1 -
1
i SS-0
_ SACK /
I
EXISTING
POOL � I
I
1 I
5'-0' Al�I I
SETBACK V
I
o
I
�1
CN
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I
I EXISTING GARAGE \
1 '
CV
� I l
I j
EXISTING DRIVEWAY
i TO REMAIN
I
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/ I
1 /
I � /
' EXISTING LANDkAPE--,,,_- JI I
1 TO REMAIN
I
1 �
78-935 VIA VENTANA
a
SITE PLAN -
UTILITIES NOTE
VERIFY CONNECTION POINTS FOR POWER
TELEPHONE AND CAN SYSTEMS PRIOR TO
CONSTRUCTION APPROXIMATE ONLY LOCATIONS
INDICATED FOR TRANSFORMER LOCATIONS, ETC.
COMPLY WITH ALL UTILITY COMPANY
REQUIREMENTS. PROVIDE ALL RELATED
CONDUITS, PULL BOXES AND RISERS.
CONTRACTOR SHALL VERIFY ACTUAL DEPTH
AND LOCATION OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION... CALL
UNDERGROUND SERVICE ALERT (TOLL FREE
800-642-2444) PRIOR TO TRENCHING,
GRADING, EXCAVATING, DRILLING, PIPE
PUSHING, PLANTING TREES, DIGGING FENCE
POST HOLES ETC. THEY WILL SUPPLY
INFORMATION OR LOCATE AND MARK ANY
UNDERGROUND FACIUTIES.
VICINITY MAP
NOT TO SCALE
CITY OF LA QUINTA NOTES
CONSTRUCTION HOURS:
OCTOBER Ist-APRIL 30
MONDAY- FRIDAY. 7:00 A.M. TO 5:30 P.M.
SUNDAY: NONE
SATURDAY. 8:00 A.M. TO 5.00 P.M.
GOVERNMENT CODE HOLIDAYS: NONE
MAY Ist-SEPTEMBER 30th
MONDAY - FRIDAY., 6:00 A.M. TO 7:00 P.M.
SATURDAY. 8:00 A.M. TO 5:00 P.M.
SUNDAY: NONE
GOVERNMENT CODE HOLIDAYS: NONE
'AN ADEQUATELY SIZED DEBRIS CONTAINER IS REQUIRED ON THE JOB SITE
DURING ALL PHASES OF CONSTRUCTION AND MUST BE EMPTIED AS NECESSARY.
FAILURE TO DO SO MAY CAUSE THE CITY TO HAVE THE CONTAINER DUMPED AT
THE EXPENSE OF THE OWNER/ CONTRACTOR'.
TITLE 24 WINDOW SHADING REQUIREMENTS
MUST BE IN PLACE PER ENERGY CALCULATIONS
FOR FINAL INSPECTION.
SHEET INDEX
A.I SITE PLAN
A.2 DIMENSION PLAN
FLOOR PLAN
ELECTRICAL PLAN
MECHANICAL PLAN
ROOF PLAN
ELEVATIONS
SECTION
ROOF FRAMING PLAN
FOUNDATION PLAN
SD. I STRUCTURAL NOTES &
DETAILS
BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN
SUCH POSITION AS TO BE PLAINLY VISIBLE END LEGIBLE FROM
THE STREET PER SECTION 502.
PROVIDE PRESSURE REGULATOR FOR WATER SERVICE
WHERE PRESSURE EXCEEDS 80 P.S.I (PER UPC 608.21
ORDINANCES.
GENERAL
INFORMATION
MIKE DOOLIN
OWNER:
78-935 VIA VENTANA
LA QUINTA, CA.92253
LEGAL DESCRIPTION:
LOT NO. BLOCK
A. P. N.:
PROJECT ADDRESS:
78-935 VIA VENTANA
LA QUINTA, CA. 92253
ZONE:
R1
OCCUPANCY:
SINGLE FAMILY
TYPE V NON -RATED
AREA TABULATIONS:
TOTAL SITE:
13,097 SO, FT.
100%
EXISTING RESIDENCE:
2,728 SO. FT.
20%
EXISTING GARAGE:
625 SO. Ff.
3%
PROPOSED GUEST HOUSE: 456 SO. FT.
2%
LANDSCAPEIHARDSCAPE:
9,288 SQ. FT.
75%
TOTAL FOOTPRINT:
3,809 SO. FT.
25%
■
DRAF LING • DESIGN
LAND PLANNING
JORGE SEPTIEN
PRINCIPAL DESIGNER
74-854 VELTE WAY SUITE #5
PALM DESERT, CA 92260
(760)340-3528
(760)340-3728 Fax
E-MAIL: g1sgroup2k1@aoi.wm
AS DEFINED BY THE CALIFORNWADMINISTRARVECOCE. THEY
ARE OWNED BY GLS. THEY ARE FOR THE EXCLUSIVE USE
OFT NE OWNER NOTEDATTHE EXCLUSIVE SITE INDICATED IN RE
ORAWINClSICNLY
THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE
AND CONFIDEMIAL DISCLOSURE THAT MAY NOT BE USED OR
REPRODUCED WTHO U T THE WRITTEN CONSENT OF GLS.
THE BUILDING DEPT. RASAFRO THE STAMP OF APPROVAL
G.L.S, GROUP WU NOT K RESPO*BLE FOR COMPLETENESS
OF DRAWINGS FOR BIDDW PURPOSES P90R TO ISSUANCE OF
BUILDING PERMITS.
PTE
LAN
DRAWN
GLS
CHECKED
J.S.
SEPTEEMBEER 2004
SCALE
AS NOTED
LQ-2004
SHEET
I:T,xDL
WALL LEGEND
r
1A6 STUDS el 16' D.C.`JJ/
R-19 INSULATION
2A STUDS @ 16' o.c.
DIMENSION, FLOOR & ELECTRICAL PLAN
12-10"POFRIDGE
9, 1" TOP OF PLATE
12'-10" TAP �F RIDGE
P OF PLATE E
S,A BOTTOM OF BEAM
R-38 INSULATION
2X6 STUDS @ 16' o.c. @
EXTERIOR WALLS
SECTION A
1/4" = 1'.0"
TILE ROOFING IICBO 46601 TO MATCH EXISTING
%30# ROOF FELT UNDERLAYMENT
12 4
R-19INSULATION
2X FASCIA TO MATCH
EXISTING
TILE ROOFING ICBO 4660) TO MATCH EXISTING
/—'/30# ROOF FEL� UNDERLAYMENT
EXTERIOR PLASTER TO MATCH EXISTING
(EXT. PLASTER 3-COAT STUCCO + LATH &
PAPER ITYPI
RIGHT ELEVATION
1 /4" = 1'-0"
SEA
Y-6'
TILE ROOFING ff CBO 46601 TO MATCH EXISTING
�%30# ROOF FELTUNDERLAYMENT
-1
D-
N
W N
o � I
I
i
I
I
I
I
I
t
t
I
I I
I
I I
ROOF PLAN
12'-10"* TOP OF RIDGE_
9, 1" TOP OF PLATE
EXTERIOR PLASTER TO MATCH EXISTING
(EXT. PLASTER 3-COAT STUCCO + LATH &
PAPER (TYP)
2X FASCIA TO MATCH
EXISTING
■
s.�rarn�l_
CORROSION RESIST. WEEP SCREED
126 GA MIN.) TYP.
'WEEP SCREED SHALL BE PLACE A MIN. OF 4'
ABOVE THE EARTH OR 2' ABOVE PAVED AREAS-CBC 2506.5j (TV)
0'-0" F.F. — — —Al—
`4
0
LEFT ELEVATION
1 /4" = V.O.
17.1n^TOP - -
9,-1^ TOP OF PLP
8'-01, BOTTOM O
TILE ROOFING ICBO 46601 TO MATCH EXISTING
%30# ROOF FEL� UNDERLAYMENT
INDICATES DIRECTION OF SLOPE.
ATTIC VENT CALCULATIONS
456 SOFT ATTIC VENTILATION @ GARAGE
at 1/I50= 3.04 SOFT. REQUIRED
- 489 SQ.IN
PROVIDE 12) 147Q4' GABLE END VENTS
® - 336 SO.IN. FREE AREA'EA.I
= 672 SQ.IN.
TOTAL = 672 SQ.IN. PROVIDED
�TRELUS COLOR:
hvkki 1016 Pri45F
( WARM BEIGE)
BOTTOM OF BEAM 8'-0"
2X FASCIA TO MATCH
EXISTING
CORROSION RESIST. WEEP SCREED
126 GA MIN. I TYP.
(WEEP SCREED SHALL BE PLACE A MIN. OF 4'
ABOVE THE EARTH OR 2' ABOVE PAVED AREAS-CBC 2506.511TYPI
14'x24' GABLE END VENTS TILE ROOFING ICBO 4660) TO MATCH EXISTING
OR EQUALITYP.) ,� %30#ROOFFEL�UNDERLAYMENT
FRONT ELEVATION
1 /4" = 1'-0"
ASCIA TO MATCH
ING
LASTER TO MATCH EXISTING
ER 3-COAT STUCCO + LATH &
KEEP SCREED
(26 GA MIN. I TYP.
(WEEP SCREED SHALL BE PLACE MIN. OF 4'
ABOVE THE EARTH OR 2' ABOVE PAVED AREAS-CBC 2506.51 ITYPI
4
4'-0-
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66PC
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3 # 4 EA WAY 314 COLUMN BASE WAY COLUM
SIMPSON CB66PC SIMPSON
3-3" 7'-2' T-1'
3'-3'
20' 9'
FOUNDATION PLAN
1/4" = 1'-0"
V-.-7
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6X6
I
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' - - -�9
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INTO LEDGER @ 16' O.C.
ZZ
2x2 8'O.c.
-- �- -- --� -� —,-- -- - T
4 �NNNNN m 7
6X6 POST 6XIO 6X6 POST 6X6 POST
STRAP TIE STRAP TIE STRAP TIE
SIMPSON 1212HTK SIMPSON 1212WPC SIMPSON 1212HTK
ROOF FRAMING PLAN
1/411 = 1'-0'
14k24' GABLE END VENTS
�F �F R�� OR EQUAL'TYP.1
12'-10y —GE" T—
9, 1„ TOP OF PLATE
F.G.
EXTERIOR PLASTER TO MATCH EXISTING
(EXT.PLASTER 3-COATST000O+LATH& —
PAPER (TYPj
ZIP
REAR ELEVATION
1 /4" = 1'-0"
TILE ROOFING ICBO 46601 TO MATCH EXISTING
%30#ROOF FEL UNDERLAYMENT
2X FASCIA TO MATCH
EXISTING
CORROSION RESIST. WEEP SCREED
126 GA MIN. I TYP.
'WEEP SCREED SHALL BE PLACE A MIN. OF 4"
ABOVE THE EARTH OR 2' ABOVE PAVED AREAS{BC 2506.51 PYP)
■
d
0
0
■
DRAFFING - DbSIGN
LAND PLANNING
JORGE SEPTIEN
PRINCIPAL DESIGNER
74-854 VEL1E WAY SUITE #5
PALM DESERT, CA 92260
(760)340-3528
(760) 340-3728 Fax
E-MAIL: glsgroup2kl&ol.com
THESEORAYANGSARECOPYwGMED M, UMENLSGFSERAM
AS DEFINED BY THE CALL FOR`IIA ADMINISTRATIVE OCCE THEY
ARE OWNED BY GLS. THEY ARE FOR THE EXCLUSIVE USE
OF THE OWNER NOTED AT THE EXCLUSIVE SITE INOCATED IN a
ow"GISICNLY
THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRUVE
AND CONFIDFNMAL DISCLOSURE THAT MAY NOT BE USED OR
REPRODUCED WITHOUT THE WRITTEN CONSENT OF GLS.
THIS DRAWWG REPf aE SENTS A PFEUMNO DESQ UNTL SUCH T IME
THE BUILDING DEPT, HAS AFRO THE STAMP OF APPROVAL
G13, GROUP SHALL NOT BE RESPONSIBLE FOR COMPLETENESS
OF DPAWINGB FOR BDDNG PURPOSES PRIOR TOIWANCEOF
SLUINGPERAIRS.
DIMENSION PLAN
FLOOR PLAN
ELECTRICAL PLAN
ELEVATIONS
SECTION
ROOF PLAN
FRAMING PLAN
FOUNDATION PLAN
MECHANICAL PLAN
DRAWN
GLS
CHECKED
J.S.
DBE
SEPTEMBER 2004
SCALE
AS NOTED
JOB NO.
LQ-2004
SHEET
SHEAR WALLS
PER U.BC.2320.11.3 &.4
4'-0' MIN. SHEAR WALL
<1 3/8' COX STRUC7. li PLYWOOD INS1ALLED DIRE+ ILY TO
STUDS W/ FACE GRAIN PARALLEL OR PERPENDICULAR TO
STUD LENGHT & NAILED @ 6" O.C. @ ALL PANEL EDGES &
@ IT O.C. @ ALL INTERMEDIATE STUD SUPPORTS, BLOCK
ALL PANEL EDGES, ANCHOR W/ 5/8' OX10 A.B @ 48' O.C.
SET T INTO CONCRETE. PROVIDE TXT X 3/ 16' PLATE
WASHERS FOR ANCHOR BOLTS NUTS.
2'-B' MIN. ALTERNATE BRACED PANEL I10'-0HT. MAX)
a3/8' ALT. PANEL CDX STRUCT.11 PLYWOOD INSTALLED
DIRECTLY TO STUDS W/ FACE GRAIN PARALLEL OR
PERPENDICULAR TO STUDS LENGHT & NAILED@ 6" O.C.
@ ALL PANEL EDGES & @ 12' O.C. @ ALL INTERMEDIATE
STUD SUPPORTS, BLOCK ALL PANEL EDGES, ANCHOR
W/ 5/8' 0 X IT A.B @ 48' O.C. 2 HPHD22 HOLDOWNS
QUARTER POINTS (MIN ALOW. 1800 LBS. UPLIFT)
INTERIOR BRACE WALL PANEL
a1/2' GYPSUM WALL BOARD (4'-O' TWO (2) SIDES or
8'-0' ONE (1) SIDE. T o.c. NAILING (TABLE 25-11
NOTE: MAX. STUD HEIGHT 10'-0' BRACE WALL PANEL
THIS PROJECT IS PROPOSED TO MEET REQUIEREMENTS
OF CBC 2320 FOR LIGHT FRAME CONVENTIONAL CONSTRUCTION.
ti !..STE,tiA V/SECS Tn s1F F' V40F.1! !.n!.r11 & SrLAl1 HAVE THE I
SAME FINISH FLOUR ELEVATIONAS MAIN FLOOR.
2. PROVIDE TERMITE TREATMENT OF SOILS PRIOR TO POURING
CONCRETE.
3. COMPRESSIVE STRENGTH 2 000 PSI. MIN. AT 28 DAYS READY
MIX CONCRETE: ASTM C94 1U.N.O.).
4. AOLONSTS,LRICTNSUCURSLND DWBOLS,CTIAL TO STRUCTURAL GR17Y
OF THE BUILDING, SHALL BE HELD IN PLACE BY MEANS OF
TEMPLATES PRIOR TO FOUNDATION INSPECTION.
5. PROVIDE MINIMUM 26 GAUGE GALVANIZED WEEP SCREEDAT
FOUNDATION PLATE LINE. UBC 470%f). WEEP SCREED SHALL
BE A MINIMUM OF CABOVE ADJACENTGRADE AND TABOVE
ADJACENT FLATWORK
6. ALL HOSE BIBS SHALL BE PROVIDED WITH AN APPROVE NON -
REMOVABLE BACK FLOW PREVENTION DEVICE PER UPC
SECTION 1003.
7. ANCHOR BOLTS SHALL EXTEND 7' fMIN. INTO CONCRETE
AND SPACE BOLTS 6'-0" MAXIMUM CBC �806.6
8. ANCHOR BOLTING FOR ALL SHEAR WALLS SHALL BE
AS PER SHEAR WALL SCHEDULE.
9. SEE SHEAR WALL AND COLUMN SCHEDULE FOR MORE STRUCT. INF.
IFOOTING SIZES, REINF., ETC.) AND ROOF FRAMING PLAN.
10, DELETED
11. ALL SILL BOLTING SHALL BE 5/8' 0' A.B. (48" O.C.) (MAXI (U.N.O.)
(UNLESS LARGER SPECIFIED)
12. ALL ANCHOR BOLTS SHALL HAVE 2' X 2" X 3/W PL WASHER
INSTALLED BETWEEN WOOD &AB. NUT.
2 -ANCHOR BOLT/ FASTENING MIN. PER SILL PL MEMBER.
13. DEFORMED REINF, SHALL BE ASTM A615, A616, A617.
14. WELDED WIRE FABRIC SLAB REINF. SHALL BE ASTM A 185
15. ALL WOOD IN CONTACT WITH EARTH OR EMBEDDED IN CONCRETE
OR MANSONRY MUST BE GROUND CONTACT TREATED
PER UBC 2306.2, 2306.4
TO THE TRUSS MANUFACTURER
If any ERRORS, DISCREPANCIES or OMISSIONS appear in the drawings,
specifications or other contract documents, the truss manufacturer shall
notifi the desioner in writing of such error or omission. In the event that
the truss manufacturer fails to give such notice before construction
and/or fabrication of the work THE TRUSS MANUFACTURER WILL BE HELD
RESPONSIBLE to the result of any errors, discrepancies or omissions and
the cost of rectifying the same.
TYPICAL ROOF DIAPHRAGM:
(ALLOWABLE LOAD: 425 PDT 1997 VOC-TBL23-1")
1513r STRUCr. a PLYWOOD OR 1/2' ORIENTED STRAND Do. (05e)
WD W/LONG DIM, OF FILL SIZE PANELS PERPENDICULAR TO FHE
SPAN CF LIFE ROCT FRAMING. ALL UNSUPPORTED EDGED BLOCKED,
END ANTS STAGGERED AND NAILED AS FOLLOWS ® 2 INCH NOMINAL
WIDTH MFu B.C. 0ETS.
IUd ® 4 OC ARL. DXNDARY (BN)
lad N 6'O.C, ®INW PANEL EDGES (EN)
lad v 12' CC 0 FIELD NAILING (R)
TYPICAL CHORD SPLICE:
B PAR OF 16d NAILS ® EA 4'-U' LONG LAP BRUCE IN THE
DOUBLE TOP PLATES. 3NNOARY
i MIN.
SHEET WI
PROVIDE EDGE 0.R. AT NARROW
SMIP EVEN IT DIAPHRAGM DOES
NOT REWIRE EDGE BLOCKING.
I
RPF@AS q2 JOISTS OR TRUSSES.
EDGE OF PLYWOOD SHEETS
I
N7FJdAfrNA FE HEARING (Fm.O
2'-OMIN.
SHT. LAP
TYPICAL ROOF SHEATHING:
NOTES:
1,- RUN LONG DIMENSION OF PLYWOOD SHEETS
ACROSS (PERPENDICULAR TO) JOIST.
2: STAGGER PLYWOOD END JOINTS 2'-0'MIN. AS SHOWN.
3: ALL NAILS SHALL HAVE A MINIMUM OF 3/8-EDGE DISTANCE.
iL_JJ! 1;?i111J"r31i L':.'ll' II1/J71R..L+2•
MODULE TO COINCIDE WITH PLYWOOD PATTERN.
FRAMING NOTES
L LUMBER FOR FRAMING SHALL BE AS FOLLOWS:
A) HEADERS: #1 D.F. OR MICRO LAMS BYTRUSSJOIST-MC MILLAN.
B) BEAMS: # 1 D.F. OR MICRO LAMS BY TRUSSJOIST-MC MILLAN.
C) ROOF JOIST ITJI's): BYTRUSSJOIST-MC MILLAN.
D) ROOF TRUSSES: AS PER PLAN.
E) STUDS: ST'D GRADE KILN DRIED DOUGLAS FIR.
F) TOP PLATES,RIBBONS,LEDGERS: No. 2 DOUGLAS FIR -GREEN.
G) SILL PLATES: TREATED DOUGLAS FIR.
ii) LAI-11i CEYUIVIBER. fild. Z'R.S:
2: CONCRETE SHALL BE 2,SOO PSI., 28 DAY STRENGTH.
3: FRAMING HARDWARE SHALL BE SIMPSON- STRONG TIE.
4: TRUSS LAYOUT SHALL BE PER MFR. APPROVED CALCULATIONS & PLANS.
5` ROOF SHEATHING SHALL BE CDX PLYWOOD GRADE MARKED BYAPA
W/ SPAN INDEX 32/16 OR COMPARABLE 24WI-W PARTICLE BOARD.
6: STRUCTURAL & MISC. STEEL AS REO. SHALL BE A-36 GRADE.
7: DEFORMED REINFORCING SHALL BE ASTM A 615, A 616, A 617.
8: BOLTS, LAG BOLTS, ETC. SHALL BE COMMON GRADE.
9: ALL BOLTS & LAG BOLTS CONNECTIONS IN WOOD SHALL HAVE
STD CUT WASHERS INSTALLED BETWEEN BOLT HEADS & NUTS & SURFACE OF WOOD.
)0: LAG BOLTS SHALL 13E PROVIDED WITH PILOT HOLE 3/16WALLER THAN LAG
SHANK DIAMETER. MACHINE BOLTS SHALL BE PROVIDED WITH HOLES 1/16-LARGER
IN DIAMETER.
TABLE 23-11-B-1
NAILING SCHEDULLE
CONNECTION
NAILING
1 -JOIST TO SILL OR GIRDER, TOENAIL
3-8d
2: BRIDGING TO JOIST, TOENAIL EACH END
2-8d
3: 1'X6' (2Smmx152mm) SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL
2-8d
4: WIDER THAN 1'X6' (25mm x 152mm) SUBFLOOR TO EACH JOIST, FACE NAIL
3-8d
S: 2' (51 mm) SUBFLOOR TO JOIST OR GIRDER BIND AND FACE NAIL
2-16d
6: SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE MAIL
SOLE PLATE TO JOIST OR BLOCKING, AT BACEED WALLS PANELS
16d at 16- (406 mm) O.C.
3-16d PER 16" (406 mm)
7.-TOP PLATE TO STUD, END NAIL
L-I oa
8.-STUD TO SOLE PLATE
4-8d, TOENAIL OR 2-16d, END NAIL
9: DOUBLE STUDS, FACE NAIL
16d at 24' (610 mml o.c.
I CI DOUBLED TOP PLATES, TYPICAL FACE NAIL
DOUBLE TOP PLATE, LAP SPLICE
16d at 24' (406 mm) ox.
8-16d
1 I. BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOENAIL
3-8d
12: RIM JOIST TO TOP PLATE, TOENAIL
8d at 6' 1152 mm) o.c.
13: TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL
2-16d
14: CONTINUOS HEADER, TWO PIECES
16d at 16" (406 mm) o.c. ALONG EACH EDGE
15.- CEILING JOIST TO PLTE, TOENAIL
3-8d
16: CONTINUOS HEADER TO STUD, TOENAIL
4-8d
17: CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL
3-16d
IS. CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL
3-16d
19: RAFTER TO PLATE, TOENAIL
3-8d
20: I' (25mm x 203mm) BRACE TO EACH STUD AND PLATE, FACE NAIL
2-8d
21: I' X 8' (25mm x 203 mm) SHEATING OR LESS TO EACH BEARING, FACE NAIL
III
2-8d
22: WIDER THAN I'x 8" (2Smm x 203mm) SHEATING TO EACH BEARING, FACE NAIL
3-8d
23: BUILT-UP CORNERS STUDS
16d at 24' (610 mm) o.c.
24: BUILT-UP GIRDERS AND BEAMS 20d at 32' (813 PSI ox, ATTOPAND BOTTOM AND STAGGERED 2-201 ENDS AND AT EACH SPLICE
25: 2' (51 mm) PLANKS
2-16d AT EACH BEARING
26: WOOD STRUCTURAL PANELS AND PARTICLEBOARD: (2)
SUBFLOOR AND WALL SHEATING (TO FRAMING):
1/2' 112.7 mm) AND LESS
19/32' 3/4" (15mrrr I9mm)
7/8'-1' (22mm-25mm1
1 1/8'-1 1/4 (29mm-32mm)
COMBINATION SUBFLOOR-UNDERLAYMENT (TO FRAMING):
3/4' (19 mm) AND LESS
7/8'-1 (22 rI mm)
P ij8' C Ljvr •121. Ymn-.;1:'Jmnl
6d (3)
8d (4) or 6d (5)
8d (3)
1 Od (4) or 8d (5)
6d (5)
8d (5)
Rt1,!:j
27.- PANEL SIDING (TO FRAMING): (2)
1/2"( 12.7mm) OR LESS
5/8' ( I6mm)
6d (6)
Ed f6)
28: FIBERBOARD SHEATHING: (7)
1/2' 112.7 mm)
No. 11 GA. (8)
25/32"(20 mm)
29.- INTERIOR PANELING: (7)
1/4' (6.4 mm)
3/8'19.5 mm)
6d (4)
No. 16 GA (9)
No. 1 I GA (8)
Bd (41
No. 16 GA (9)
4d (10)
6d 11 1)
IFSLAB/FTG. IS MONOLITHIC
POUR THEN ONE #5 MAYBE USED
E.N.
SHEAR WALL SHEATING
WHERE OCCURS
2x STUDS@ I6'0.C. W/2x
TREATED SILL PLATE - SEE
FOUNDATION PLAN/SHEAR WALL SCHED
FOR A.B. SIZE AND SPACING
illtl.'IV[�fiJJGIR7a1�1�:1:�
41 G - L •.8
�O `j v.' v .•v A G
TI •
LI
L
6 MILL VISQUEEN UNDER
C) M n 8 / 2' CLEAN SAND ITYP.)
� v
N
40a 6x6-10/10WWF.@CLSLAB
N
#4 BAR CONT. (LAP. 24' MIN.)
ITYPICALI
12"
15' @ SIM. DTL
POST -SEE FOUNDATION
PLAN FOR SIZE.
SIMPSON CB OR LCB
SEE PLANS FOR SIZE
( CB OR CB STUD & PB AS SIM.)
LINE OF PIER/STEM
@ ALT. DTL I7 STEM
@ F. FLR.I
SEE FOUND. PLAN
FOR SIZE & NUMBER
OF REINF.
SEE FOUNDATION PLAN
FOR SIZE AND LOCATION
PAD FOOTING @ WOOD POST (NTERIOR)
PLYWD. DIAPH.
@ SIDE FO NON-
STRUCT. TRUSS
@ SIM. DTL
BASIC
NOTCH TOP CHORD FOR
OUTLOOKERS
E.N.
'*-- 2-16d
MANUF. TRUSSES
SPACED PER PLANS
-ALT. SHEAR BLKG.
-A 35 @ 32" O.C.
(U.N.O.)
roc. Ivr rcn lc
2X SCUDS @ O.C. (LIAO.)
SHEAR WALL SHEATHING
WHERE OCCURS (TYP,.)
SHEAR TRANSFER @ GABLE TRUSS
POST -SEE FOUNDATION
PLAN FOR SIZE.
SIMPSON CB OR LCB
SEE PLANS FOR SIZE
( CB OR CB STUD & PBAS SIM.)
4'THK CONCRETE SLAB
v #4 BAR CONT. @ TOP & BOTTOM
C
a v.: ICONT.-LAP@24"MIN(
•
SEE FOUNDATION PLAN
FOR SIZEAND LOCATION
j PAD FOOTING @WOOD POST (EXTERIOR)
BM & SHR TRANSF. @
TYPICAL ROOF SHEATHING ALT DTL
SEE PLANS FOR OVERHANG
& FASCIA
2X SOLID BLOCKING rE.N.
n A
1 AI
DBL. TOP PLATE
1
AJST
AA I WOOD TRUSSES -SEE
FRAMING PLAN FOR TYPE
�SPACING (DASHED
2- 16 d @ J SHOWN COMMON)
A 35 @ EA. BLOCK
BM (� SIM DTL 5A 16 dH@ EAEARBBLOC
SHEAR WALL SHEATHING
BASIC C PIER Q WINDOW WHERE OCCURS (TYP,-)
1' = I' - 0"
3 SHEAR TRANSFER @EAVES
HEADER OR -
REVERSE FRAMING
ST6224 STRAP
5 I DRAG STRUT @ BEAM &HEADER
2X4 SOFFIT
@ 24" o.c. -
2X STUDS @ 16' o.c.
W/ R-131NSUL.---
SEE FOUND. PLAN
FOR SIZE & NUMBER
OF REINF.
i"=1'-0.
PRE-FAB WOOD TRUSS
2X4 OVER
METAL
FLASHING
2X8 FASCIA
N
41
61
RIDGE/HIP DETAIL 17 I OVERHANG DETAIL I 8
■
a
0
0
■
DRAFTING • DESIGN
LAND PLANNING
JORGE SEPTIEN
PRINCIPAL DESIGNER
74-854 VELIE WAY SUITE #5
PALM DESERT, CA 92260
(760)340-3528
(760) 340-3728 Fos
E-MAIL : glsgroup2kl@aol.com
THESE ORAWNGS ARE COPYRIGHTED INSIFNFENI S 0 F SERVICE
AS DEFINED BY THE CALL FORNP ADMINISTRATIVE CODE. THEY
ARE OWNED BY GLS. THEY ARE FOR THE D(CLUSNE USE
OF THE aSMER NOTEDAT THE EACLUSW SFIE IWICATED IN RE
DRAWINCIISIONLY
THIS DESIGNAND DRAWINGSARE $UBMITIED AE RESTRICTIVE
AND CONFIDWX OSCL OSURE TN9 T MAY NOT SE USED OR
REPRODUCED VMOUT THEARBITEN CONSENT 0 F GLS
THIS DRAWNG IEEPRE SENTSAPREUMNARIDESIGV UNTLSUCiTIVE
THE BUILDING DEPT.HAS AFR OTHESTMIPOFAPPROVAL
G LS, CAOUP SHALL NOT BE IE$PONSIBLE FOR COMPLETENESS
OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF
EDING PERMITS.
STRUCTURAL
DETAILS and
NOTES
DRAWN
GLS
CHECKED
J.S.
DATE
SEPTEMBER 2004
SCALE
AS NOTED
JOB NO.
LQ-2004
SHEET
SDO I