09-0241 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA (UINTA, CALIFORNIA 92253
Application Number: 09-00000241`,
Property. Address: 53461 VIA PISA
APN:• 772-530-043- - -
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 798
Tiht 4 4 Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
TOM & MICHELE
8 MORGAN LANE
ROLLING HILLS
r; nntrartnr•
Applican Architect or Ede7 : HILLWOOD
./ �ff�_ 76280 VIA CHIANTI
INDIAN WELLS, CA
C (760)200-3046
LiC. No.: 493470
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
�Li enseClass: B -C27-053 ' y�eyn,, Lice n No.: 493470
Date: _ tractor. ���✓W`�"
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she 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).:
(_ 1 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
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
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 or she 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 Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
I _ 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/24/09
9221
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier EXEMPT Policy Number EXEMPT
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
�g370�0 oftheLabor Code, I shall'ff rtFjvnth mply with those provisions.
D Z5 v' VtCpplicant: B a,
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000).. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1.. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation. -
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of Vs county to enter upon the above-mentioned property for inspec ion purposes.
ate: 3L-75 d��8ignature (Applicant or Agen0: l,Nl/
Application Number
. . . . . 09-00000241
Permit . . . .
. PATIO COVER PERMIT
Additional desc .
. 60 SF TRELLIS ADDITION
Permit Fee . . .
. 21.00 Plan Check Fee
13.65
Issue Date . . .
. Valuation . . .
. 798
Expiration Date
9/20/09
Qty Unit Charge Per
Extension
BASE FEE
15.00
3.00 2.0000 HND BLDG 501-2,000
6.00
----------------------------------------------------------------------------
Special Notes and Comments
60 S.F. TRELLIS AT
BEDROOM 2 OF SFD
WHILE UNDER CONSTRU("1'lUN. 2UUi wlji�s
----------------------------------------------------------------------------
Other Fees . . .
. . . . . . BLDG STDS ADMIN (SB1473)
1.00
HOURLY PLAN CHECK
70.00
STRONG MOTION (SMI) - RES
.50
Fee summary
Charged Paid Credited
--------------------
Due
-----------------
Permit Fee Total
--------------------
21.00 .00 .00
21.00
Plan Check Total
13.65 .00 .00
13.65
Other Fee Total
71.50 .00 .00
71.50
Grand Total
106.15 .00 .00
106.15
LQPERAIIT
Bin #
Submittal
City of La Quinta ;�►
�
Re0d• .-
ll Ii �p g ZM
or forr�t3thls
.oti
Building & Safety Division ,5
P.O. Box 1504, 78-495 Calle Tampico
Permit #
��
3
La Quinta, CA 92253 - (760) 777-7012
Building Permit
Structural Calcs.
Application and Tracking Sheet
Project Address: S -B —AGI X11
PISA Owner's Name:-ro i cgtiz qciAmAL-z
A. P. Number: TZ 1 -. i q .. O03...� Address:
Legal Deseription:�T
GT City, ST, Zip: K' CX. 9 p
Contractor:HILLrRIG
Telephone: 10
Address:'Tro .;jSO CK
Project Description:
16DD-M
City, ST, Zip:Mj4pjAvAWt;LL..
q0010 O GTI
Telephone: 'j60 3q9 --036
State Lic. # :
City Lic. #:
Arch., Engr., Designer: ttoLbtti
AJOrKSON APZ4%Tt-C
Address:144e-OC-t 0KjWB\j A\LV.l s ff , )
City, ST, Zip:p MSVRT
C , Q O
Telephone: T60 0 —1 8
Construction Type: v Occupancy: R-3 1 V 1
State Lic. #: C — S s
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: R,\ CH
fl A. t%O Sq. Ft.: 309-T: 11 1 # Stories: # Units:
Telephone # of Contact Person: - Cj19e,11Estimated
Q0
Value of Pject:
Pub. Wks. Appr
APPLICANT: DO NOT WRITE BELOW THIS LINE
k
Submittal
Req'd-
Re0d• .-
ll Ii �p g ZM
or forr�t3thls
Plan Sets
3
Plan Check sub"
Structural Calcs.
3
Reviewed, ready
Truss Calcs.
Called Contact
Grant Deed
Plans picked up S.M.I.
IMCKINC-FP
n
Pwfjl
79
I.
iIII
ll Ii �p g ZM
or forr�t3thls
rson
PERMIT FEES
Item Amount
Plan Check Deposit
Plan Check Balance
4 r#A- r
Energy Calcs.
Plans picked up . Construction
Flood plain plan
Plans resubmitted Mechanical
Grading plan
2'' Review, ready for correctioissue Electrical
Subcontactor List
Called Contact Person A: L Plumbing
Grant Deed
Plans picked up S.M.I.
H.O.A. Approval
Pians resubmitted Grading
IN HOUSE:-
'`' Review, ready for corrections/issue Developer Impact Fee
Planning Approval
Called Contact Person �- `A-I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
4 r#A- r
LO MNO-}NOT ANNAo11
Is Off., OANED—
- -
-
-!Br
�wIL
-�.--
.241
N V
AM TIPG►OIOG
aIBG1
wi
wr
SUN
��
Mr
M TM TOIL
RIO
M•
TIN M�LNO
4NGNA O{B4O►IOO�
TNA
B
�� 1
.. ..,.
wr
I�A
A1NIA
/Y_
O�UNINUA
�wIL
ONNIO,0
N V
aIBG1
wi
wr
SUN
��
Mr
BY
RIO
M,NIG70
E!!o
TNA
Bir
aP.+wr
wr
ONAw ma
B0MINONOII�
Or
MIRBBNGNUNO/N/•w
A,
-
Vol
�iY� IZL�IY /TrYw IwIN YN �IrYIO
NM NNiN� � IS,1M� ,0A S,G�� NN GNIN� ,0S,1 NA�� P� NArI
GNNNrI�I NINL NNS YANIMISM
NNS, N0111NN Nr wIr/ NN NNw UNG, MA N UP INI IrNN
�rNAN1
NGN NBNNN NN NM IN wNS, NLII� 11S, NYIINI
AL MOTBO
PLUMBING I90MBT9100
PLYMOING OALOULATION8
III LOIGL PLUMBING PLAN
1,010 LOTOL PLUMBING PLAN
INTGOIOGOLOTATIONG
10108102 GLOTATIONG
INT111000LGTATIONG
INTOOIGO BLO T ATIONG
MAR 1 a 2009
OTBUOTOBAL OTANOAOO OBTAILO
PODUOATION PLAN
r
iA�
POONOATION BGTAILO
OTGUOTUBAL OGTAILO
OTOOGTONAL OGTAILO
OTOOYTOOAL OOTAILG
OOAOINO NOTOO
...•..•
GOTON ONOOT
0118 / OOrOTOYOTION PLAN
GONOTOYOTION OBTAILO
LIONTING PLAN
INNIGATIOM PLAN
100141ATION GOTAILO
PLANTING PIAN
PLANTIMO OGTAILO
!f
I
guy.. 00 &
OaN 41MLL
Orr Poi s LL
or w4u
011 filo /I1 LL
Wr Ns {10LL
TY AL
a..rTr •.L
MM. 11r &1
momd'dIK"d as
Partial Site Plan
V,ALe 1.20.x'-0•
to"
M.11.�A1
M
F
w
s
�±t
C!7y
BUI�D1 & c�uliv�",q
pp Ely �EP7;
OR C0NSTRUC��
SATE N
��eY OT 277
oAo KW
MtAOwwm.m
11CNM M 11011 P!ONAMM
W-_� jr 1
1^ 1
w*w
F
r
i
l
t
lowwo
wsr"E3==
OT 278
IAO non
LOT 279 j
VAD MI 1
I
1 1 I
I I I
1 1 I
I
I
V
1 1
1 I
j 1 I
j 1 i
1 1 I
1
I
1 I 1
' 1
1
1
I
I
owl -
1
on
1
I
i
,
w,; 1
1 '
M•
1 I
1
1 I
' I
I
A■ I
I
;
1
' ; I
1
'
1 ,
1 1
� 1 I
I
1 '
'
1 I I
' � 1
1
1
I
1
1 ,
I I,
H
1 1
1
�
' 1
1 I '
1
.i.
4
1
1 1 I
1 1 I
I
1
I
I
1
1
1 1
1 1
1 1
,
'
I
�
F
'
1
'
'
1
1
I
1 1
41
i
' -
,
1 I
•, 1 1
'
' '
1 �
♦ 1
1
'
1 1
,
'
1 1 I
'
1
1
1 1
a
0 1N3W3SV3 NOIIVIOOSSV
> CO
z
- (loin
,g8'6L. M
m
w
Q
w
w
•
......62 S.F. 30-011 251-00
...434 S.F. J.
...440 S.F.
6,482 S.F. 16l4N V -n 1/2"
Pool Equipment
--------------------------------------------------
Partial5GALE 1/4`a I' -O"
: i
no ono
CITY OF LA Q]DE
0
BUILDINOr
G 8� SAFE
v ,� APPROVA ' FOR CONSTRUC'
NEA DOLOR IN GRATE)?
PRE AST GO DOL. i DATE
BY
Bedroom 2 'rU=
5� :.
' 1CI0S.
4 11 4 in G
C% 1
NEW DOLOR IN GARPET GRATED �
PRE AST GO . DOL.
SITS.
cy�~ H
lt�
MOO
n .b; .��►-
-
---_ �����
' moi`'
.
NEI
lt�
j4w
3'—O" _ 2'-3" 25'—O"
eui�p OF QUINT
NEW COLOR IN GRATED NG & SAF A
AAST Co .COL. :::;'! : A_ PPR �Y DEPT.
ao N87-RLigZN O
J��G,�� DATE p
NEW COLOR IN GRATED
�1
��:9u.-
uw=
■t�J
Iieil■Wn
Mw luriIN
C�
I - - -<I.- -�NIVWNW. - - - - - - - - - - - - - - - - - - -
+24'Max HL
+2p'
— — — — — — — — — — — — — — — — — — — — — — — — — — —
tr—r Plat. moat — s.m,a Am
- CASEMENT WINDOW r1/
DUAL GLAZE l..
TEMPERED e0P
44
Fo App SqF QUANT
o R CONS �FpT
qTF rq��TF�
FIXED GLASSDUAL 6LAZE
TEMPERED 6
IST LEVEL. FINSH FLOOR ATION
FINISH 61RADE
N O R T H
Riqht Side Elevation
��■■ Nov
RESAK4 6 X6 TRELLIS�
:moi■�
BEAMS.
Fro;
BEAM.
■!I■
w
COLOR PRE -CAW--,
COW.,. COLUMK
ISO—FIXEDINTE6RAL
..
•
0�
■ MENSIN
DUAL ,
I
IST LEVEL. FINSH FLOOR ATION
FINISH 61RADE
N O R T H
Riqht Side Elevation
DEL
MAR
ENGINEERING
INC.
5820 MIRAMAR
ROAD, SUITE
208 SAN DIEGO, CA 92121 TEL: 858-455-0318
oQ�pFESSI0
oz R �Fyc
Lu N , C 03 667
� EXP.1213110q
TRELLIS ADDITION, SCHMALZRIED RESIDENCE, 53-461 VIA
E OF AI.\FOQa\Ilk,
PISA, THE HIDEAWAY, LA QUINTA, CALIFORNIA, J.N. 1196,
DATE 3-10-09
041
DIA. STANDARD PIPE W/
I
I 13'
I
5' X 5' X3/8' BASE PLATE
2
(4) u4 VERTICAL BARS W/ u3
I
I I 5
R3
TIES AT 8' O.C.
24' SQUARE FOOTING
z
I I
III- I
I�I
I I I I
I,
R I IF-
�I l li ;
CITY OF LA QUINTA
II
I I
BUILDING & SAFETY DEPT.
2
APPROVED
O u-
I I
FOR CONSTRUCTION
z o
- W
I I 4.
I I
3/16'
DATE BY
b, ~
U
iv
z2
I I
3
2
�U
b,
2'-0" SQUARE
10,
FOOTING
DETAIL
DEL MAP ENGINEERING INC.
5820 MI12AMA12 ROAD. SUITE 208 SAN DIEGO, CA 92121 TEL= 858-455-0318
Q?NESS/ONq�
QUO �MOZ RF F
W N .CO 67
x EXR 12131/01
J'J CIVIL
TRELLIS ADDITION, SCHMALZI21ED RESIDENCE, 53-461 VIA 9TFOF CAUF�Q
PISA, THE HIDEAWAY, LA QUINTA, CALIFORNIA, J.N. 1196,
DATE 3-10-09
❑1 6XI2 SM
❑2 3' DIA. STANDARD PIPE COL.
R3 5-1/2' X 5-1/2' X 3/8' COL.
CPA PLATE
D4 6X6 TRELLIS FRAMING
MEMBERS
❑5 3/8' X 8' LAGS PER 6X6 MEMBERS
R6 1/4' LET IN PLATE
R7 5/8' DIA. T1-1RU. BOLTS COUNTER
SINK MAX I'
Z
IS COL TO
CITY OF IA Q INTA
BUILDING & SAFEPI DEPT.
APPROVED
FOR CONSTRUC ION
2'
1 �
1 1
1
1
BM CONNECTION
DEL MAR
ENGINEERING INC.
DATE: 3-10-09
PROJECT: Structural calculations for the construction of
Trellis out side bedroom 2 next to kitchen
the SCHMALZRIED RESIDENCE
53-461 Via Pisa
The Hideaway
La Quinta, California
ARCHITECT:
Holden & Johnson Architects
44-267 Monterey Ave. Suite
Palm Desert, California 92260
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY.
O�A0zcj
� N
-nr. 1Z;(a,(.
CIVILOFCAL3
i�
Structural Engineering Consultants
5820 Miramar Road, Suite 208, San Diego, CA 92121 • Tel (858) 455-0318 • Fac (858) 455-0319
Title
Dsgnr:
Project Desc.:
Project Notes
Description
STEEL COL DESIGN
Depth
= 3.500 in
I xx =
2.85 in'14 J
Web Thick
= 0.000 in
S xx =
1.63 in A 3
Flange Width
= 3.500 in
R xx =
1.170 in
Flange Thick
= 0.216 in
Area
= 2.080 inA2
I yy =
2.850 in'14
Weight
= 7.580 plf
S yy =
1.630 in A 3
R yy =
1.170 in
Ycg
= 0.000 in
5.690 OV -4
' Title : Job #
Dsgnr:
Project Desc.: 1 ty,lx ; 4
Project Notes : t'
Pnnted 7 MAR 2009, 9:1 IAM
Description : STEEL COL DESIGN
uAGenera� lnformatitin. ? Code Ref : 2006 IBC, AISC i.lanuai 13tf, Ea;t;t:t
Steel Section Name: Pipe3STD Overall Column Height 8.0 ft
Analysis Method : 2006 IBC & ASCE 7-05 Top & Bottom Fixity Top Free, 6cttom'Fixed
Steel Stress Grade
Fy : Steel Yield 36.0 ksi Brace condition for deflection (buckling) along columns
E : Elastic Bending Modulus 29,000.0 ksi X -X (width) axis: Unbraced Length for X -X Axis buckling = 8ft, K = 2.1
Load Combination: Allowable Stress Y -Y (depth) axis :Unbraced Length for Y -Y Axis buckling = 8 ft, K = 2.1
n ,
F a Service loads entered. Load Factors will be applied for calculations.
Column self weight included : 60.640 lbsDead Load Factor
AXIAL LOADS ...
Axial Load at 8.0 ft, D = 0.350 k
BENDING LOADS ...
Lat. Point Load at 8.0 ft creating Mx -x, E = 0.220 k
s. j`�StGN St1MMARY--
Bending & Shear Check Results
PASS Max. Axial+Bending Stress Ratio = 0.33264 :1 Maximum SERVICE Load Reactions..
Load Combination +D+0.70E+H Top along X -X 0.0 K
Location of max.above base 0.0 ft Bottom along X -X 0.0 k
At maximum location values are ... Top along Y -Y 0.0 k
Pu: Axial
Pn / Omega : Allowable
Mu -x: Applied
Mn -x / Omega: Allowable
Mu -y: Applied
Mn -y / Omega: Allowable
PASS Maximum Shear Stress Ratio =
Load Combination
Location of max.above base
At maximum location values are ...
Vu: Applied
Vn / Omega: Allowable
Pi'l Cotnbia�tlgn,Results
0.41064 k
Bottom along Y -Y 0.220 k
10.5401 k
Maximum Shear Ratios
Stress Ratio Status Location
1.2320 k -ft
Maximum SERVICE Load Deflections. .
3.9341 k -ft
Along Y -Y -0.78105 in at 3.01t abcve base
0.000
for load combination: E Only
0.0 k -ft
+D+L+H
3.9341 k -ft
Along X -X 0.0 in at 0.0ft above vase
0.00 ft
for load combination :
0.011449 :1
+D+0.70E+H
0.0 ft
0.1540 k
13.4515 k
Load Combination
Maximum Axial + Bending
Stress Ratio Status
Stress Ratios
Location
Maximum Shear Ratios
Stress Ratio Status Location
+D
0.039
PASS
0.00 ft
0.000
PASS
0.00 ft
+D+L+H
0.039
PASS
0.00 ft
0.000
PASS
0.00 r+
+D+Lr+H
0.039
PASS
0.00 ft
0.000
PASS
CI -00 ft
+D+0.70E+H
0.333
PASS
0.00 ft
0.011
PASS
0.00 n
*0+0.750Lr+0.750L+0.5250E+H
0.254
PASS
0.00 ft
0.009
PASS
0.00 it
+D+0.750L+0.750S+0.5250E+H
0.254
PASS
0.00 ft
0.009
PASS
0.00 It.
+0.60D+0.70E+H
0.325
PASS
0.00 ft
0.011
PASS
O.CO fr
' Maxirnum Reacttgns Unfactored
};: ; ° ' ' -.
Note: Only nonzero
rcartiuns _.re- listed_
X Axis Reaction
Y -Y Axis Reaction
Load Combination
@Base
@Top
@ Base
@ Top_______
D Only 0.220
E Only
Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance
D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft
E Only 0.0000 in 0.000 ft -0.773 in 7.946 ft
Title: Job#
Dsgnr:
Project Desc.:
Project Notes
Pr.,,:t!d ; MAR 20j'.'. 11. 4-:
177- -
q
M. Val: 6.0.'1, 14:55A
.E
r4azow-WWWO I MR4 !tk;kb�lqe5 A" L
Description : FOOTING
Code References: 2001 1113C 1805.7_1 lcY' LIE,' -i ?.5
Pole Shape Rectangular
Pole Width ................. 24.0 in
Calculate Min. Depth for Allowable Pressures
No Lateral Restraint at Ground Surface
Allow Passive .................. 250.0 Pcf
Max Passive ................... 1,500.0 Psf
Controlling Values
Governing Load Combination: +D+0.70E+H
Lateral Load 0.1540 k
Moment 1.3090 k -ft
NO Ground Surface Restraint
Pressures at 1/3 Depth
Actual
Allowable
219.228 Psf
219.463 Psf
Footing Base Area 4.0 ftA2 Pole Cmw Seclion, A*Mh - Z -O'
Maximum Soil Pressure 0.0 ksf
Asksomeg pole is square
Lateral Concentrated Load Lateral Distributed Load Applied Moment Vertical Load
D: Dead Load
Lr: Roof Live
L: Live
S: Snow
W: Wind
E Earthquake
H Lateral Earth
Load distance above Base
0.0 k
0.0 k/ft
0.0 k -ft
0.0 k
0.0 k
0.0 kfft
0.0 k -ft
0.0 k
0.0 k
0.0 k/ft
0.0 k -ft
0.0 k
0.0 k
0.0 k/ft
0.0 k -ft
0.0 k
0.0 k
0.0 k/ft
0.0 k -ft
0.0 K
0.220 k
0.0 k/ft
0.0 k -ft
0.0 k
0.0 k
0.0 k/ft
0.0 k -ft
0.0 k
8.50 ft
TOP of Load above ground
0.0 ft
BOTTOM of Load above ground
0.0 ft
+D+Lr+H 0.0 0.0 0.13
+D+0.70E+H 0.2 1.3 2.75 2191
+D+0.750Lr-+0.750L+0.5250E+H 0.1 1.0 2.50 196.9
+D+0.750L+0.750S+0.5250E+H 0.1 1.0 2.50 1916.9
+0.60D+0.70E+H 0.2 1.3 2.75 219.2
DEL
MAR
ENGINEEQING
INC.
5820 MIRAMA12
ROAD, SUITE
208 SAN DIEGO, CA 92121 TEL, 858-455-0318
TRELLIS ADDITION, SCHMALZRIED RESIDENCE, 53-461 VIA
PISA, THE HIDEAWAY, LA QUINTA, CALIFORNIA, J.N. 1196,
DATE 3-10-09
F1 6X12 BM
❑2 3' DIA. STANDARD PIPE COL.
31 5-1/2' X 5-1/2' X 3/8' COL.
CPA PLATE
a6X6 TRELLIS FRAMING
MEMBERS
D5 3/8' X 8' LAGS PER 6X6 MEMBERS
R 1/4' LET IN PLATE
7� 5/8' DIA. TNRU. BOLTS COUNTER
SINK MAX I'
S COL TO BM CONNECTION
DEL
MAR'
ENGINEERING
INC.
5820 MIRAMA12
ROAD, SUITE
208 SAN DIEGO, CA 92121 TEL, 858-455-0318
TRELLIS ADDITION, SCHMALZRIED RESIDENCE, 53-461 VIA
PISA, THE HIDEAWAY, LA QUINTA, CALIFORNIA, J.N. 1196,
DATE 3-10-09