MUP 2001-313or 0
City of La Quinta
Community Development Department
78-495 Calle Tampico
La Quinta, California 92253
(760) 777-7125 FAX: (760) 777-1233
OFFICE USE ONLY
Case No. I Y LI q -DO r 31
Da Recvd. I
FeI s
Related Apps.:
Logged in by:
APPLICATION 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 �N v t� ketIG ✓� ` I
(Print)
MAILING ADDRESS 3�w �- T l� �i Phone No.
CITY, STATE, ZIP: � Fax No.
PROPERTY OWNER (If different):
(Print)
MAILING ADDRESS: k60 NA&k. Phone No(7koO) 'Sq\ - SOTd
CITY, STATE, ZIP: CaJ o'i" (�c C Q_ aaS Fax No. �7 �0C;')
PROJECT LOCATION:
PROPOSED USE AND/OR CONSTRUCTION (Including operational information):
\C- .N�CIc' iT.c�► � � (�\'Y C�.i� � � �iOc�.4 . � v�\ C �
LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.):
A 18\Minor Use Permit
r %,.% 0 0
SUBMISSION REQUIREMENTS:
Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff).
Five (5) sets of plans on 8'/z" x 11" sheet or folded down to 8'/Z" x 11".
❑ Filing fee for Minor Use Permit. If filing 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 S�'� \ kt
(Please Print) ,
SIGNATURE OF APPLICANT - VATE V
NAME OF PROPERTY OWNER ,y U
(Please Pri t)
SIGNATURE OF PROPERTY OWNER(S)
IF NOT SAME AS APPLICANT: DATE
(Signature provides consent for applica (oe for pr osed 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.
A1Minor Use Permit
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
November 26, 2001
Mr. Robert Wilkinson
Country Club of the Desert
P.O. Box 980
La Quinta, CA 92253
Subject: Minor Use Permit 2001-313 (Temporary Cart Barn)
Dear Mr. Wilkinson,
(760) 777-7000
FAX (760) 777-7101
The Community Development Department has approved your request for a temporary cart
barn, adjacent to your permanent clubhouse parking lot, subject to the enclosed plans and
the following conditions:
1 . Obtain a building permit including an electrical permit for temporary power.
2. Restroom facilities shall be provided to accommodate personnel and customers.
3. Mounted on the exterior of the building close to the front door shall be a written
notice providing emergency personnel your 24-hour emergency phone number they
can call in case problems arise that need your prompt attention (i.e., minimum 1 "
high letters).
4. Install one 2A10BC fire extinguisher inside the by the front exit door.
5. No temporary signs are approved unless separately approved by this Department.
6. Removal of the temporary cart barn and related improvements is required within
30 days of the initiation of the use of the new permanent clubhouse facility for this
project.
7. Landscaping with an irrigation system shall be provided in conformance with
Municipal Code requirements. Landscaping plan shall be approved by the
Community Development Department and Coachella Valley Water District prior to
its installation.
8. Any permits required by the Public Works Department shall be obtained prior to
any work proceeding.
p:\stan\Itr app mup 2001-31 1 .wpd J
•
0
9. The City may elect to add Conditions to this application to mitigate any problems
that arise not previously addressed herein.
10. Developer agrees to indemnify, defend and hold harmless the City of La Quinta in
the event of any legal claim or litigation arising out of the City's approval of this
project. The City of La Quinta shall have the right to select its defense counsel in
its sole discretion.
This decision may be appealed to the Planning Commission provided the necessary
paperwork and filing fee of $175.00 are filed with this office within 15 days.
If you have any questions, please contact me at 760-777-7064.
Very truly yours,
JERRY HERMAN
COMMUNITY DEVELOPMENT DIRECTOR
STAN B. SAWA
Principal Planner
Attachments
c: Building and Safety Department
Public Works Department
Code Enforcement Department
Fire Department
P:\STAN\Itr app mup 2001-313 .wpd
G I 0
VILLAGE`S
LUBHOUSE
�t�
❑ City Council
�6! Community Day. I
I i i ;��
No. 2
ibit
With Conditions
Date Reso
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33
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33
60" X 80'
TEMPORARY
CARTBARN
TEMPORARY
ASPHALT CART
PATH
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Ci of La Quinta
Developers Project Approval Form
Prior to the issuance of Building Permits for the project listed below, the following Departmental
clearances must be obtained. Please return this form to the Building and Safety Department only
after approval. Contact applicant for resolution of conditions preventing or delaying approval.
Project: 80-349 1/z Village Club Place -cart barn
Country Club of the Desert
Applicant Contact: Robert Wilkinson (760) 398-0699 ext. 229
Application / Circulation Date: /0 - /c/ -O
Date
Community Development Department
Christine di Iorio, Planning Manager
Works Department
, Senior Engineer
Building and Safety Department
Greg Butl , uilding & Safety Manager
Date
Date
Date
Bin #
City of La in to
Building 8t Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quints, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: �Q ti` v, 1 L �� c` ! ot I� 1 '
A. P. Number:
Owner's Name: L -
CO Gti/" of
Address: I a y'�!
F
Legal Description: -f4- 40-
Contractor:
N C � d .l
Address:zlo�'D
City, ST, ZipL'4 "Q4". -o4 -. 9.2.2
Telephone:
P e. 0 9
Project Description:
City. ST, Zip: 1.4 pt Iv C,9,
Telephone:
hone• - 06
G 9 o 7 � T
C � JJ
State Lic. # : 9
City Lic. #:
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
s>�::>>
State Lic. #: <`>:z:::>:>>:<.':::::;>::>:>«:::>»::>`:` -::s:::>::>:>
Name of Contact Person: /?09IR7—
Construction H/eT,oc f��'tf�� Occupancy:
Project h pe (circle one): New Add'n Alter Repair Demo
Sq. Ft.: T J O0 # Stories: # Units:
Telephone # of Contact Person: 41
Estimated Value of Project: 2 -
APPLICANT:
APPLICANT: DO NOT WRITE BELOW THIS LINE
q
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan SetsZ2 SC -1
Plan Check submitted
(° �a
Item
Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
Plan Check Balance
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2"' Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans 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
0
k
FCASITA
7 -O -q
GARAGE
ARAGE
10 OQ
0 0
,ko
PAD 1024.0
--- ------ -
7025
LZ
TEMP. CART BARN
60 X 80,
FF 1021.5'
TEMP. AC �LOOR
em Cart Barn/
ge\.Clubhouse to Plan
11 Count
I u b, ---/o f t, h e Desert
rf
I
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TEMP. V, cc
c P A G DRi
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PAD 2=1024.0
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TEMP, C PA \()�
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FF 1021,8'
TEMP. AC �LOOR
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Cart Barn/
Clubhouse to Plan
Count �'..Iub-.-/of the Desert
1 = 30
10/10 01
STRUCTURAL DRAWINGS
INNININK;
GOLF
60 x
36211
CALI M
PROPERTIES
18 0' x 1 4'
CHAMPIONS RD..
E0\ ---)A, CA 92320
RIVERSIDE. C01UNTY
D r-," 1 F -)'v - L C A, (-'-T
(i i 1
it r� 1�,�� r1 r
1 ALE WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTION OF THE CALIFORNIA BUILDING CODE
1937 UBC, 1997 UMC, 1997 UPC AND 1996 NEC, AND ALL OTHER PUBLICATIONS AND STANDARDS LISTED HEREIN.
2 ALL DETAILS WO'KN ON STRUCTURA! DRAWINGS A.RE TYPICAL, SIMtA DETA S APPLY TO SIMILAR CONDITIONS.
3 DIMENSION SHOWN SHALL TAKE PRECEDENCE OVER SCALE ON STRUCTURAL PLANS, SECTK)N AND DETAILS.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDWTLY.
4 FRAMING AND DETAI;. CONDITIONS SPECIFIED BY STRUCTURAL DRAWINGS -SHALL NOT BE CHMIGED WITHOUT
WRTFEN PERMISSCM, BY THE ENGINEER AND THE ARCHITECT. _
5 LOADS SHAL1 N01 EXCEED DESIGN LOADS OF BUILDING.
ROOF DEAD LOAD
ROOF SHEETS
= 0.98 PSF
ROOF PUKINS
= 0.59 PSF xx
EVE STRIJ75
= 0.12 PSF
IA'SC.
= 0.25 PSF
= 1.94 PSF
RIGID FRAME RAFTER BEAM
= 18 PLF
ROOF LNI LOAD :
= 12/20 PSF
VND LOAD, EXPOSURE C
= 80 MPH
SLI -IMP, LLW.0
= LUBE 4
i1
V�
7
! LIME
I
t,
1 ALE WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTION OF THE CALIFORNIA BUILDING CODE
1937 UBC, 1997 UMC, 1997 UPC AND 1996 NEC, AND ALL OTHER PUBLICATIONS AND STANDARDS LISTED HEREIN.
2 ALL DETAILS WO'KN ON STRUCTURA! DRAWINGS A.RE TYPICAL, SIMtA DETA S APPLY TO SIMILAR CONDITIONS.
3 DIMENSION SHOWN SHALL TAKE PRECEDENCE OVER SCALE ON STRUCTURAL PLANS, SECTK)N AND DETAILS.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDWTLY.
4 FRAMING AND DETAI;. CONDITIONS SPECIFIED BY STRUCTURAL DRAWINGS -SHALL NOT BE CHMIGED WITHOUT
WRTFEN PERMISSCM, BY THE ENGINEER AND THE ARCHITECT. _
5 LOADS SHAL1 N01 EXCEED DESIGN LOADS OF BUILDING.
ROOF DEAD LOAD
ROOF SHEETS
= 0.98 PSF
ROOF PUKINS
= 0.59 PSF xx
EVE STRIJ75
= 0.12 PSF
IA'SC.
= 0.25 PSF
= 1.94 PSF
RIGID FRAME RAFTER BEAM
= 18 PLF
ROOF LNI LOAD :
= 12/20 PSF
VND LOAD, EXPOSURE C
= 80 MPH
SLI -IMP, LLW.0
= LUBE 4
i1
C O .\T �S' 2"J? ET C TY O 2\7'
1 PRIOR TO ORDERING. FABRICATION, INSTALLING THE CONTRACTGR/ OWNER S14ALL MA E R HEWED THE REQUIREMEws
OF THESE DRAWINGS AND COORDINATED WITH ALL OTHER DISCIPLINES AND SITE CONDMONS-
OiSCREPAl,ClES SH.AL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IVIVEDIATLY.
3 THE CONDITIONS OF ALL STEEL MAitRLA1. SHALL BE REVViED BY THE CON'TW.TOR PRIOR TO INSTALLATION.
I ALL FIELD WELDING IS TO BE DONE BY A CERTIFIED %ZLDER.
2 ALL HIGH STRENGTH R-OLTING IS TO BE INSPECTED BY A', APPRMD TESTING AGEN-Cll'. 1T IS THE RESPONSIBILITY OF
THE ERECTOR/OWNER TO ASSURE PROPER TIGHTNESS AND INSPECTION Of THE HIGH STRENGlit BOUT.
VAXIMUTA ALLOWABLE SOIL BEARING PRESSURE S X3 PSF IN NATE SOLL AS OF UBC 97 1 LE 18 -I -A CLAY
P'NC CLAYFf SIL1. IN ABSCENGE OF A SOiL EYIt U4TION THE OWNER IS RESPONSIBLE FOR, VERiFYING SOIL ASSUMPTIONS.
2 AL kj 'H',R 8 SLjS, INSERTS, RrIN ORC+h' tTEEL AND OTH �R EMBEDDED ITEk!S SIA? L BE SECURELY POSITIONED
PRIOR TC�POURjt-C Cott !L. CONCRETE_ CONTRACTOR IS RESPONSIBLE FOR CONTROL JDINTS AND PROPER SPrN
JA
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E Planning
El City
Initials
Case No.
Exhibit
3 With Conddlons,,��
Fa JY, G M,25 FAx (SN) RN -14%
--
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COLUMN
10
0 3/4' X 18' A307 ANCHOR BOLT
SEE ANCHOR BOLT PIAN FOR LOCATION
i COLUMN BASE
IQ f • '�
3-#4 REBAR EACH WAY
♦ :,
3-#4 REBAR EACH WAY
- 3' CLEAR FROM BOTTOM OF FTG.
1
RIGID FRAME FTG. DETAIL
ENDWALL CORNER COLUMN
0 3/4' x 18' A307 ANCHOR BOQI T
SEE ANCHOR BOLT PLAN FOR L ,00N
COLUMN BASE
v �
3-14 REBAR EACH WAY (TOP do BOTTOM)
5 x -
�CORNER ENDWALL COL. FTG. DETAIL
Lo 80'-0' OUT TO OUT OF STEEL
2CC"-0' 20'-0 20'-O' 20'-0'
T
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11 11! SO 1 SO 1 SO li
clq1TYP PERIMETER SO , sD � � I � 1
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SCALE: N.T.S.
�% SCALE: N.T.S.
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2CC"-0' 20'-0 20'-O' 20'-0'
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FOUNDATION NOTES
1. ALL CONCRETE SL HAVE A MINIMUM ULTIMATE 6. REIP:FORCIFlO, STEEL SHALL BE INTERMEDIATE GRADE
HAL�i
COMPRESSNJE STRENGTH OF 2500 PS! IN 28 -DAYS. DEFORMED BARS -CONFORMING TO ASTV A-615. GRADE 40. FOUN DAT I O N PLAN
2. CEMENT SHALL CONFORM TO UBC STANDARD #26-1. 7. REBAR LAP SPLICES SHALL BE 40 BAR DIAIJETER MTH
" FACES TO RECIL E CONCRETE S4kll BE WMI ED SPLICES ,4^JACEN7'T TO BAR N07 LESS THk; :�'-0' APART. � \1�� 28 33/4'x;8' A3O7 47tiur �)R 8,0S
3. SUR+ t r
DOWN 24 HOURS IN ADVANCE OF POURING CONCRETE. 8. USE STA.NDA.RD HOOKS TO END BARS WHERE SIANDARD RICHT
4:.ALL INSERTS, ANCHOR BOTS, STRIPS, ETC. SET IN ANGLE BENDS ARE NOT POSSIBLE.
CONCRETE, SHALL BE ACCURATELY LOCCATED AND SECURED 9. ALL WELDING OF REINFORCING STEEL SHALL BE W!TH
5. BEARING FOOTINGS SHALL EXTEND A MINIVUM OF 12' LOW hn-RODES ELECTRODES.
INTO ;UNDISTURBED SOIL IF EXCAVATIONS FOR FOOTINGS 10. WAXIMUM ALILO FABLE SOIL BEARING PRESSURE IS 1,000
ARE DIG TO DEEP. THEY SMALL NOT BE BACKFILLED PSF, THE OWNER IS RESPONSIBLE FOR VERINNC
WITH DIRT, BUT SHALL BE FILLED WITH CONCRETE, SOILS ASSUMPTIONS.
11. CONCRETE CONTRACTOR IS RESPONSIBLE FOR CONTROL
i JOINTS AT PROPER SPACING.
T)? PERIMETER 3
SO
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- o
4'
2' SUPPORT FOR ROLL -UP DOOR TRACK.—_�-M--®—_�
01/2' HILT)/ANCHOR BOLTS itv
(NOT BY BORGA) i
2' SUPPORT FOR ROLL -UP DOORS TRACK,
/// GOLF PROPERTIES
CALIDESA, CA
P.O. BOX 35 SO
3W HEST PE C H STRE?T
FOWLER, ci, 93M5 (Os) W4-5375 LT. CASi1S11mvt
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FOUNDATION NOTES
1. ALL CONCRETE SL HAVE A MINIMUM ULTIMATE 6. REIP:FORCIFlO, STEEL SHALL BE INTERMEDIATE GRADE
HAL�i
COMPRESSNJE STRENGTH OF 2500 PS! IN 28 -DAYS. DEFORMED BARS -CONFORMING TO ASTV A-615. GRADE 40. FOUN DAT I O N PLAN
2. CEMENT SHALL CONFORM TO UBC STANDARD #26-1. 7. REBAR LAP SPLICES SHALL BE 40 BAR DIAIJETER MTH
" FACES TO RECIL E CONCRETE S4kll BE WMI ED SPLICES ,4^JACEN7'T TO BAR N07 LESS THk; :�'-0' APART. � \1�� 28 33/4'x;8' A3O7 47tiur �)R 8,0S
3. SUR+ t r
DOWN 24 HOURS IN ADVANCE OF POURING CONCRETE. 8. USE STA.NDA.RD HOOKS TO END BARS WHERE SIANDARD RICHT
4:.ALL INSERTS, ANCHOR BOTS, STRIPS, ETC. SET IN ANGLE BENDS ARE NOT POSSIBLE.
CONCRETE, SHALL BE ACCURATELY LOCCATED AND SECURED 9. ALL WELDING OF REINFORCING STEEL SHALL BE W!TH
5. BEARING FOOTINGS SHALL EXTEND A MINIVUM OF 12' LOW hn-RODES ELECTRODES.
INTO ;UNDISTURBED SOIL IF EXCAVATIONS FOR FOOTINGS 10. WAXIMUM ALILO FABLE SOIL BEARING PRESSURE IS 1,000
ARE DIG TO DEEP. THEY SMALL NOT BE BACKFILLED PSF, THE OWNER IS RESPONSIBLE FOR VERINNC
WITH DIRT, BUT SHALL BE FILLED WITH CONCRETE, SOILS ASSUMPTIONS.
11. CONCRETE CONTRACTOR IS RESPONSIBLE FOR CONTROL
i JOINTS AT PROPER SPACING.
T)? PERIMETER 3
SO
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4'
2' SUPPORT FOR ROLL -UP DOOR TRACK.—_�-M--®—_�
01/2' HILT)/ANCHOR BOLTS itv
(NOT BY BORGA) i
2' SUPPORT FOR ROLL -UP DOORS TRACK,
/// GOLF PROPERTIES
CALIDESA, CA
P.O. BOX 35 SO
3W HEST PE C H STRE?T
FOWLER, ci, 93M5 (Os) W4-5375 LT. CASi1S11mvt
4
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PLATE I=1/2'
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1.1/4'
N
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RIGID FRAME BASE DETAIL
• SCALE: ,.ter _ 1'—D°
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0
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8`
9.3/4' 4.1/2•
093/16' HOLE. TYP OF 2
a
14 �
a �
PLATE t=3/8' �— OUT OF STEM. LINE
( �Y CORNERPOST BASE DETAIL
SCALE: 1.1/2' = 1'-0'
n y
OUT TO Di 1 OF SIEFL
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20'`0' 20'-0• 20'-0* 20'-0'
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S� X BRACE THIS SAY •�' S1
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4.1/2* 1 4.1/2- 4. i /2 • 41/2' 4-1/2'
TYA. TYP. TYP. TSP. TYP. I
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REFERENCE NOTES
1. COLLUN FOOTING AND PIERS MUST BE DESIGNED TO
Wi1h'7AAID HORIZONTAL AND VERTICAL REACTIONS AS
SHCWN IN 'THE CALCULATIONS.
2• CDNrlZM Cih.`TRACTOR IS RESPONSIBLE FOR MN'TAKK
CONCRETE SQUARE, L£YET AND A;CORDINC TO THE
ANCHOR BOLT PLAN.
3. ALL ANCHOR BOLTS INCLUDING NUTS AND WASHERS FOR
,SAME ARE NOT FURNISHED FLY BORCk
4, ANCHOR BOLT MATERIAL SHALL CONFORM TO ASTM A,307
OR EQUAL..
5, ALL DRAWiNGS ARE NOT TO C ► E.
ANCHOR BOLT PLAN
28 03/4' A307 ANCHOR BOLTS
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HILTI BOLTSiYPE KWiK— ?MT Il t!PORT x.
N0. 4627 . QEPTN Or EMM ERT 3,1/2
3
WALK D00R : ANCHOR
SCAZE. 11 f2• i�^a
FIELD LOCATE AL i WAY DSR O°M&S
X1%2' 1TII I r HC1R /gyp TSS
_ _N _ 4
NOT BY RGA} x
W/2 � VTE * 171VLff ' 3
1 8 1 OUT STEEL i �idEa
2' NOtAiNAL DOOR OPENING 2•
Am
N.T,S.
HILn BOLTS: TYP KWIK—gXT 11 r,80 VPORT r
No. 4627. DEPTH OF EMBFf6l6ft 3,1/2
OVLR' "AD T`DOOR ANPH�R BOLT
SCALE 1.1 /2' .� i `'
o .. ..� y
WALL SKaT_
PROYN 2-1 12—=14 SCREWS
(j8'3.1,P29 OIi7T AT EACH VALLEY` r�
5.3
G S
---iT—i T t 1� I�� I I � '� �� I a a - r y =_ 't •ry�'�
L.;
NOTE: LEVEL GRMD SLWACE IS TN� (;�'SIBIt,TY
WITH
A 1 C idE E AT EAYF MD CiTS WU BE CUT
f E.
BASE CEE—GIRT
Ste: 3®—
CALF PRPE1RTcS
PA �-CALIMESA-• CA}
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' - �" r _ a��'Y � 111.11 `1f� y± I �,.,'•.,.i
. i •, � #.. b ;t S',S,�l Yf. .i, � 1.' F7 may' ~.�rSY.'
2` r i-.;4_ TCLfAR NC
'N TS.
' ? � i .� 7 I - •-[. - -d a Cyd 1
HILTI BOLTSiYPE KWiK— ?MT Il t!PORT x.
N0. 4627 . QEPTN Or EMM ERT 3,1/2
3
WALK D00R : ANCHOR
SCAZE. 11 f2• i�^a
FIELD LOCATE AL i WAY DSR O°M&S
X1%2' 1TII I r HC1R /gyp TSS
_ _N _ 4
NOT BY RGA} x
W/2 � VTE * 171VLff ' 3
1 8 1 OUT STEEL i �idEa
2' NOtAiNAL DOOR OPENING 2•
Am
N.T,S.
HILn BOLTS: TYP KWIK—gXT 11 r,80 VPORT r
No. 4627. DEPTH OF EMBFf6l6ft 3,1/2
OVLR' "AD T`DOOR ANPH�R BOLT
SCALE 1.1 /2' .� i `'
o .. ..� y
WALL SKaT_
PROYN 2-1 12—=14 SCREWS
(j8'3.1,P29 OIi7T AT EACH VALLEY` r�
5.3
G S
---iT—i T t 1� I�� I I � '� �� I a a - r y =_ 't •ry�'�
L.;
NOTE: LEVEL GRMD SLWACE IS TN� (;�'SIBIt,TY
WITH
A 1 C idE E AT EAYF MD CiTS WU BE CUT
f E.
BASE CEE—GIRT
Ste: 3®—
CALF PRPE1RTcS
PA �-CALIMESA-• CA}
300 %m PDO ow slmk
3
m LEO) gm - s L.T. 0 t
M
12
13.3/4'
CROSS SECTION
FRAME 1: QTY- 3 PCS.
-. i
REFERENCE NOTES
1. BOLTING RE IENDATIONS-'THE TURN OF NUT
METHOD OF iWTEI'!INi�,A,,.325 STRUCTURAL BOLTS
`IN ACCORDANCE WITH SPECIFICATION FOR
.STRUCTURAL JOINTS _USING ASTM A.325 OR A49D
BOLTS" IS RECtNAIYtENDED. IT 6 THE REVF,Of SfBILTTY
OF THE ERECTOR TO ASSURE PROPER TIGHTNESS.
ALL BOLTED CONNECTIONS WITH BOLT THREADS NOT EXCLUDED
.FROM THE SHEAR PLANE.
2. BOLTS ANO NtfT SPECIFICATIONS - ALL BOLTS
AND NUTS S..KMED THROUGHOUT THESE DRAWNIGS
YPIL? BE HICH STRRE N"TH BOLTS AND NUTS CON-FORViNCI TO
ASTV A325 UN` ESS OTHERVSE NOTED
cUf3ST1T'J11 t', CSF "I1 ST, -EL BOLTS W,, L NOT
BE Al1L6ud /,m) 4;.i FIF�I SiiH�t'UTi`�� k, '." ,� TNC
4. Tt+P•PVti."� ", E. RA INC St+%kt B
NECESWi 10 TAKE CARE Ot ALL LOAF � NPOS' D UPON,
THE` STRth 1UR- DURING' THE ER CTIO"'T PRESS,
5. MATERALS-BELS AND COLUMNS ARE ASTM A572 OR ASTM A529, FY=50 KS:.
RIDGE. AND KNEE PLATES ARE ASIA! A,572 OR ASTM A529, FY=50 KSS.
b. ALL WAM ARE NOT TO SCALL_
l -
u -
U
5.1/2- 2'
FOLDED WEB PROFILE
EAVE STRUT W0.1/2'
GIRT W0.1/2"
TYP.
1 _'J p4•�jf1 �.
■
!r
CROSS SECTION
FRAME 1: QTY- 3 PCS.
-. i
REFERENCE NOTES
1. BOLTING RE IENDATIONS-'THE TURN OF NUT
METHOD OF iWTEI'!INi�,A,,.325 STRUCTURAL BOLTS
`IN ACCORDANCE WITH SPECIFICATION FOR
.STRUCTURAL JOINTS _USING ASTM A.325 OR A49D
BOLTS" IS RECtNAIYtENDED. IT 6 THE REVF,Of SfBILTTY
OF THE ERECTOR TO ASSURE PROPER TIGHTNESS.
ALL BOLTED CONNECTIONS WITH BOLT THREADS NOT EXCLUDED
.FROM THE SHEAR PLANE.
2. BOLTS ANO NtfT SPECIFICATIONS - ALL BOLTS
AND NUTS S..KMED THROUGHOUT THESE DRAWNIGS
YPIL? BE HICH STRRE N"TH BOLTS AND NUTS CON-FORViNCI TO
ASTV A325 UN` ESS OTHERVSE NOTED
cUf3ST1T'J11 t', CSF "I1 ST, -EL BOLTS W,, L NOT
BE Al1L6ud /,m) 4;.i FIF�I SiiH�t'UTi`�� k, '." ,� TNC
4. Tt+P•PVti."� ", E. RA INC St+%kt B
NECESWi 10 TAKE CARE Ot ALL LOAF � NPOS' D UPON,
THE` STRth 1UR- DURING' THE ER CTIO"'T PRESS,
5. MATERALS-BELS AND COLUMNS ARE ASTM A572 OR ASTM A529, FY=50 KS:.
RIDGE. AND KNEE PLATES ARE ASIA! A,572 OR ASTM A529, FY=50 KSS.
b. ALL WAM ARE NOT TO SCALL_
l -
u -
U
5.1/2- 2'
FOLDED WEB PROFILE
EAVE STRUT W0.1/2'
GIRT W0.1/2"
TYP.
1 _'J p4•�jf1 �.
C.ALIM SA, CA
PA sm 35 S2
j
�+ One)
`5 oit
L.T, k Y
'"_ _ ... ...: r ._ n_... _. >. ...., r � tom. .. .. t. { ^.1.•t:�s '..` V.`-" f ',� t is
f
.. • ...�.�w. y>�,e_- _.�,- ,;...��..r-� .. �?' ..,r,.�,y_� �_?: by ;.€. ro-S 'r'• S;R -
,y f
a3-
er-.
«
. ... +.�:_. >..1.- ....z-t,rt;r,-�x...a ..��•_=:-.a ., _,� �? xfi. _.. +jz ds � CT - i-rxr ,. �t;'c+ �' -sr - r�.L��- Y.d
An
y�-1�
• -.
fief YFi '%�"
f
j �lk:
t _ L
-J(
t
t <.
sA'i}zx
x r
,
' Hyl
3ry f��
Ci>�a
-
H c-
�
C YYYYy•
f
F
'
kRl:
e a
tt„
F6 Vii. �.a g
MAN
3
-
C.ALIM SA, CA
PA sm 35 S2
j
�+ One)
`5 oit
L.T, k Y
'"_ _ ... ...: r ._ n_... _. >. ...., r � tom. .. .. t. { ^.1.•t:�s '..` V.`-" f ',� t is
f
.. • ...�.�w. y>�,e_- _.�,- ,;...��..r-� .. �?' ..,r,.�,y_� �_?: by ;.€. ro-S 'r'• S;R -
,y f
a3-
er-.
«
. ... +.�:_. >..1.- ....z-t,rt;r,-�x...a ..��•_=:-.a ., _,� �? xfi. _.. +jz ds � CT - i-rxr ,. �t;'c+ �' -sr - r�.L��- Y.d
An
y�-1�
I
a
0
i
CO
t�
- _
BC'-0'"OUi 7O OUi (}F STEEL
40
20'-0* 20'-0' 20.'0..
go 4p
ESI ES2 ES2
' P2TYPIC'A. \
(TYPICAL) ) P2 (TYPIC
L2'x2* 12 GA
Typ ±
\
\
\
ESI F S2 ES2
i tANr'E BRAC
7' G�
Q2 1
i
I
REFERENCE NOTES
1. BRACINt AITH
OF FRfi,111N p�N
_ .
0' 3f$" EHS CABLE=.
Z. USE 2 ti 11/2'
CONNIH11,DN:S INN
MnCil'r'; Bs=,T
`f[.. +'fS..a � t _t tib
5.,'.SHr:.E�
OULD 7..p-
A'rO _ f2 t.SPACtNG
6: SHEET 4ihRtAF
SHOLIL� .NAE A
t ACF%ht BOLTS FOR PURI _
LNN E - r� A►;:v. t i/`
IN LI N[ A. AND E
f^"jj, _ •r:. f r l::j �. i. ..
i -
A Ce t Lk i ANO
Ai 11c�C+1�EX?Tr PJR'
(1 f 4-14 'x 3%4'} IF ASTENERa
1 `=6 SPACING.
ND ALL
RGLASS PANELS.
MA7IC BETWEEN ROOF
JS AND RIDGE CAP.
OUTSIDE CLOSURE STRIPS BETWEEN
WLE TRIM AND WALL SHEETS.
MASTIC AT ALL ROOF
TS OVERLAP
R PANEL, 26 GA A"IG F),=53 KSI.
(I J
i
�,/ M �
300 VD -T Pf1iI iTfEE
.at a LV—", (M) SN -SM
0
i
An' -r)' rel T1 Tr) OT OF SHEETS
P
LEFT ENDWALL ELEV.
TYP. E
TyD
1
D1
-
O
/-{ C 10"x2.1 /2'
12 GA TYP.
Di
ao
, _
Q
I
c,
TOP ANGLE L2'x4'
I
0
t
I
i
ERB
co
cO
m
co
u
p
~
H
GE2
Cc
--
CdTyp
Cb
c>
GE1 D2
GE2
D2
GE1
D2'
3068
�, `o
a
_,
�
v —{ C8'x; 1 /2' 12 C.A. TYP.
s
�,
M
GIRT
-
%
GE3
It
Jill
GE2
GE1
®3---�-- 12'
21'-0' (B) 10'-0'
8'-0'
21'=O'
6O'-0' OUT TO OUT OF STEEL
-
rr r „ ' '
Lr_� 1 EN"WALL ELE
4 1/2" A325
BOLTS NEED ONLY TO 8E TIG' TFNED
.
TO THE SNUG TIGHT CONDITION (DET D & E).
NOTE: A TOIA_'. Or- 20' WIDE OF OPENINGS ALLO'K.-D AT
ENDI WAL L.
i
TYP.
TYP. D
i
C10%2.1/2'
12 GA TYP.
D1
_ ~
TOP ANGLE L2"x4'
GE2-
_
ERB
TYP.d
CEI D2. �
GE2
H?
Tlr.
r,
- TYP.
GEi 1
\
p
w
a
w
30E
U
^— 018'x3.1/2' 12 GA TYP.
to
M
f
i
C
GE2
fill
CP-
12
i _A,3 -_
8'-0°
A (11)
10'-0`
60'-0' O tT IO OJT, OF STEEL
0
i
An' -r)' rel T1 Tr) OT OF SHEETS
P
LEFT ENDWALL ELEV.
1
O
O
n
7
O
�I
ao
ice_
I
Q
I
c,
t
I
0
t
I
i
-o-
co
cO
m
co
u
p
to
0
i
An' -r)' rel T1 Tr) OT OF SHEETS
P
LEFT ENDWALL ELEV.
60'_0' OUT TO OUT OF SHEETS
RIGHT END'�'pi'�1_1 ELI EV ` RIG�iT END''rC_L ELE V.
N!,TE A TOTALn: 0' WtDE Or OP NVNc ! LE � A' FND+YkL
�\
v
NI -MES
ReFERct,�E �
ARC Co x3.1/2' 16 k Fy=50 KS!. i I
2. JAY>; a°r HEAM" AnE 08x3.1/2` 14 GA F)' -6C VS. j I
? Cl. 2 ! V X307 1,11" ',:.-_Tr, FOR -'k3 jAYf: 'k
5 FASTENER-
_
} A _ AA -- --- • -
Ai fr_ (:�^�t
AGY i SPA�i�7'J- A'' I!{ y�Fti V�'1T%�� GI.�i E� • ._._ _.—.__.._.—__ -_ _..—�_�..__�.__.�_�_�_�___.._ _�_—_._.�__� �� / l
6. : SHEETS OYERIAP (1/4'-14x3/4')FASTENERS p`
SNOf.1LD MVE A 30 SPAClt� ;. L}trr � R �1/-i SUPER PA N DL SHEETING t" R O f
LE
- M
1�
1
O
O
co
}}
O
�I
O
ice_
I
Q
I
c,
g�
C�
_ ^
I
t
--
f
-o-
_Q
$�
r-
r-
O
CN
�..
60'_0' OUT TO OUT OF SHEETS
RIGHT END'�'pi'�1_1 ELI EV ` RIG�iT END''rC_L ELE V.
N!,TE A TOTALn: 0' WtDE Or OP NVNc ! LE � A' FND+YkL
�\
v
NI -MES
ReFERct,�E �
ARC Co x3.1/2' 16 k Fy=50 KS!. i I
2. JAY>; a°r HEAM" AnE 08x3.1/2` 14 GA F)' -6C VS. j I
? Cl. 2 ! V X307 1,11" ',:.-_Tr, FOR -'k3 jAYf: 'k
5 FASTENER-
_
} A _ AA -- --- • -
Ai fr_ (:�^�t
AGY i SPA�i�7'J- A'' I!{ y�Fti V�'1T%�� GI.�i E� • ._._ _.—.__.._.—__ -_ _..—�_�..__�.__.�_�_�_�___.._ _�_—_._.�__� �� / l
6. : SHEETS OYERIAP (1/4'-14x3/4')FASTENERS p`
SNOf.1LD MVE A 30 SPAClt� ;. L}trr � R �1/-i SUPER PA N DL SHEETING t" R O f
LE
- M
1�
-spa HIN . BOLTS (M.B-) ARE , 0 1/2'x 1.1 /4' A307
°perH .2 WASHERS FOR ALL GIRT CONNECTIONS.
All CUBS (CL) ARE MASE WITH 14 GA. MTRL
ENDWALL GIRT f
- END.WALL GIRT ! _
COLUMN
1/2° M.S. -
CL t 8'
L 2"x2'x12 GA
CL
GIRT ENCPOST1/8
-�
F1ELD LOCATE CORNER POST GL
,��CL
tNE,;�VALL G;RT � °
.,AMB � # � 1 /2 11.8.
TYP. Of 4
S a 1/2' M.B:. � CL SIDEWALL GIRT a t 2 M. q.
OENALL ,^?IRT CL TYP.OF -4 a. 1/2" .a.B.� / " �-1
tYP. OF 4 Pt P. OF 2
INT. GIRT CONN. ,� CORNcR GIRT �0NN. � JA,iv1B GIRT CONN. )LlT. GIRT CONN.
co Cc C�
ALL CMILE 8KACING PLAILS ARE 1l4' THCR,. rr=50 KS1.
-Ate CABLE :8RADNG BOLTS ARE 0 3/4'x1.3/4' A325.
-ALL EYEBOLTS ARE 5/8' DIA,. FY=50 KSI.
: �ROOF. BRACING
A 3/8' CABLE
-� COLUMN 2'-3.tj 2' OVERLAP
5/3' E, EBOLT
1(2" A307 PU'RLIN
m 5/ 8' E'fE80LT � � lP F 2
t ,
STRAND GRIP ` e _ — — _. v — — — - ._. a.,
STRAND GRIP ! UNDERSIDE Of �_ ! L
! TOP BEAU FLANGE '—'-- - AL
-
I.0 1 2' A307
SIDEWAL� PRACINC t/4' OUTSIDE F.P+GE
T / ° ` j 3.1/2" �0 1/2' A.307 TYP OF 2
3, 8 CABLE 1 4 1
TYP OF 2
} ! A 3/4" A325 �--� 3 3/4" 1325
TS 5]4'x1.1/4'MAIN RATTER
tJBE FACING. FLOOR
ROOF CABLE BRACE NA�� CABLE BRAC
�� ROCIF PURLIN
Go GD
YLACHINE BOLTS (M.B.) A,RE A 1/2'x1.1/4' A307
WITH 2 'HASHERS FOR ALL PURLIN CONNECTIONS.
1 8" GIRT
[AVE STRUT
12 CA TOP PiIATE 1 _"
SHOP WELDED
I
TsP OF 2
J -JAMB
3.1/2° A 1/2' A325
TYP OF 2
J—JAP�rB TO GIRT
FIELD LOCATE A 9/ 16' HOLES FOR JA!B
1A.B. ARE A 1/2" A307 W/ 2 WASHERS
MAIN FRAME
GIRT HEADER-
PURLIN ,
SAVE STRUT
c a:
12
TOP
's 12 GA END
� i/Z`
SHOP 'WELDED PLATE 3 T` P2"OF 2 SHOP WELDED � � ® CA1+)i
TYP OF 2
STRUCT;--FAST' 12-14x3(4'
J -JAMB _ B _ ONE SCREW TO EACH PURL N. - SAS ROD
L1 x1 ANGLE _
Y-4' - NOM. DOOR AlDTx
GOE ROPERTIES
WALKDOOR WINDOW OPENING OVERHEAD DOOR OPENING SAG ROD
� ALIMESA, CA
FIELD LOCATE 4.9/16' HOLES FOR JAMB i FiEtQ -LOCATE A °9/16''HOLES FOR .IAMB TYPICAL SAG BRACE CONNECTIOF} P.O. am .�
M.D. ARE A 1./2 A.30,7 W� 2 WASHERS M.B. ARE A 1/2` A307 W/.2 WASHERS .. -. 300 om
PEACH mm
D2
{�1 l.T. CASTISIMO
ROOF;HIES kS � c
EWE MIER R1;. GE `TENT i I"v AIE T RIM
l
I `
1 \�
,
�.[1 Trtila I
I :'DES j — J-
SO '
!,A98 TRIS
BOTH SIDES
0
r
f
EIBCN •:5'
a f
XNA
MALL
-,O NNE \ TR11'A jr - %iJL f—
j SHEETS TD GfRTY. 'NEN I\ 1=r='L't N�rj SFiEE?S "¢0 RCCFT-ErK
}E S- <<,R n X
P (`
.ems f SCREW rGQ�i£R TRIM TO SHEETS_ `�� / [•aE`i ; �I�A.-NO CLOSURE STRIP �u "RE'N GA cG
1 k CABLE T'!d C
BLE U n, 'NALL/rsD R _I., N� EIS. E" E ^:1iER { �a f fn+r ; R►A
r
i
—?!NSIDE CLOSURE STRIP i -� hS 0E CL SI RE STR'P CGR'tER TRIM
RCOF :IFFY r Rf�GF SHEE F
��r t STRAPS I
` iR!41
CUT TO 5'. �
f j
l
I 0H
TRIM
80TH SiOE
S CORNER TRIM
EAVE STRUT
STRUT
RAIN CU i I ER
r J-Un1 v
+r: 1 ts`r'ERHATttI 4" SHEET OVERI4ANG
'NALL SHEI_`i1NG
[��f i t
.'`.iilEr NAl� SHEET.( S�C-hALL S}!EE.T �f __�_�__�_ I n{DrJE VENT. .. ..
OUTSIDE CLOSURE ST"r F ROU SHEETING
` E J R!M R;"W GUTTER
APPLY WkSHEETS AND CLOSURE STRIP � APPLY NALL SHEETS AND CL:iSURE STRIP �ROOF SHEETS
SCRE'N VfE TRfU TO 'NALL SHEETS, rlyEN `�.,_ -Ano cE"t RGGF HE THEN SCREW ;UTTER
APPLY RGOF SHEETS. TO ROOF SHEETiS !'tD A PLY STRAPS.
::fRRLL114!t
r , I
DOOR,/'NINDOW JA` 6 VA LLL )HE {-�
t 1
a
FOR U0, — GC}GR i t CABLE TRIO{ -/ 1
r HiEADER 1 a I RA GUTTER
Z4*)
CRITTER CORINER W
[
[uCi1GJAMB Tt��:►a � l , � _ � i
J-TR!m t—� �-- FOR WCE MR J,
!AN8 TRIM � WALL SHEET I OPEYNGS ONLY. f �
i
f , ,�AI g TRIM !,'IDE JAMB ' R1V tf� ROG VE � . 9� i j � , 01 GIJT1 E R
�.�'PtY `,MALI SHEET$ TO Gk2T, r EN l rPL't ;'�SiGE JAuH TR!M TO rE.4DER.
SCREN JAJV6 TRIW TO JAMS. CUT SHEETS ��� ' THEN SCREW J -TRW k. SHEETS TO HEADER.
t
1 \�
,
�.[1 Trtila I
I :'DES j — J-
SO '
!,A98 TRIS
BOTH SIDES
0
r
XNA
MALL
-,O NNE \ TR11'A jr - %iJL f—
j SHEETS TD GfRTY. 'NEN I\ 1=r='L't N�rj SFiEE?S "¢0 RCCFT-ErK
}E S- <<,R n X
P (`
.ems f SCREW rGQ�i£R TRIM TO SHEETS_ `�� / [•aE`i ; �I�A.-NO CLOSURE STRIP �u "RE'N GA cG
1 k CABLE T'!d C
BLE U n, 'NALL/rsD R _I., N� EIS. E" E ^:1iER { �a f fn+r ; R►A
r
i
—?!NSIDE CLOSURE STRIP i -� hS 0E CL SI RE STR'P CGR'tER TRIM
RCOF :IFFY r Rf�GF SHEE F
��r t STRAPS I
` iR!41
CUT TO 5'. �
f j
l
I 0H
TRIM
80TH SiOE
S CORNER TRIM
EAVE STRUT
STRUT
RAIN CU i I ER
r J-Un1 v
+r: 1 ts`r'ERHATttI 4" SHEET OVERI4ANG
'NALL SHEI_`i1NG
[��f i t
.'`.iilEr NAl� SHEET.( S�C-hALL S}!EE.T �f __�_�__�_ I n{DrJE VENT. .. ..
OUTSIDE CLOSURE ST"r F ROU SHEETING
` E J R!M R;"W GUTTER
APPLY WkSHEETS AND CLOSURE STRIP � APPLY NALL SHEETS AND CL:iSURE STRIP �ROOF SHEETS
SCRE'N VfE TRfU TO 'NALL SHEETS, rlyEN `�.,_ -Ano cE"t RGGF HE THEN SCREW ;UTTER
APPLY RGOF SHEETS. TO ROOF SHEETiS !'tD A PLY STRAPS.
::fRRLL114!t
r , I
DOOR,/'NINDOW JA` 6 VA LLL )HE {-�
t 1
a
FOR U0, — GC}GR i t CABLE TRIO{ -/ 1
r HiEADER 1 a I RA GUTTER
Z4*)
CRITTER CORINER W
[
[uCi1GJAMB Tt��:►a � l , � _ � i
J-TR!m t—� �-- FOR WCE MR J,
!AN8 TRIM � WALL SHEET I OPEYNGS ONLY. f �
i
f , ,�AI g TRIM !,'IDE JAMB ' R1V tf� ROG VE � . 9� i j � , 01 GIJT1 E R
�.�'PtY `,MALI SHEET$ TO Gk2T, r EN l rPL't ;'�SiGE JAuH TR!M TO rE.4DER.
SCREN JAJV6 TRIW TO JAMS. CUT SHEETS ��� ' THEN SCREW J -TRW k. SHEETS TO HEADER.
t