12-1191 (RER) Revision1 Plansr
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GENERAL
THESE NOTES AND SPECIFICATIONS ON STRUCTURAL
DRAWINGS 6OVERN IN CASE OF CONFLICT WITH OTHER
SPECIFICATIONS. NOTIFY ENGINEER OF CONFLICTS WITH
OTHER SPECIFICATIONS IMMEDIATELY.
SPECIFIC NOTES AND DETAILS ON STRUCTURAL DRAWINGS
SHALL TAKE PRECEDENCE OVER GENERAL NOTES,
SPECIFICATIONS AND DETAILS PROVIDED IN
ARCHITECTURAL. WHERE NO DETAILS ARE SHOWN,
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE
PROJECT.
THE GENERAL. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND SITE CONDITIONS BEFORE STARTING WORK. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER
IMMEDIATELY.
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN
ON DRAWIN65. TYPICAL DETAILS AND GENERAL NOTES ARE
MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE
NOT SHOWN OTHERWI5E.
ALL WORK SHALL CONFORM TO THE 2010 CALIFORNIA
BUILDING CODE STANDARDS AND THOSE CODES AND
STANDARL75 LISTED IN THESE NOTES.
THE DRAWIN&5 REPRESENT THE FINISHED STRUCTURE.
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.
THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY
TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH
MEASURES SHALL INCLUDE BUT NOT LIMITED TO, BRACING,
5HORIN6 FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,
ETC.
WHERE REFERENCE 15 MADE TO VARIOUS TEST STANDARDS
FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST
EDITION AND /OR ADDENDUM.
CONTRACTOR SHALL INVESTIGATE 51TE DURING CLEARING
AND EARTHWORK OPERATIONS FOR FILIJ=D EXCAVATIONS OR
BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS,
FOUNDATIONS ETC. IF ANY SUCH STRUCTURES ARE FOUND,
THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED
ON ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE
LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING
AND/OR BRACIN&.
WHERE APPLICABLE GENERAL DETAILS PRESENTED IN THI5
STRUCTURAL PLAN SET SHALL APPLY.
CONTACT THE ARCHITECT AND/OR THE ENGINEER FOR
RESOLUTION OF FIELD CONVITION(5) THAT DIFFERS FROM THE
REPRESENTED HEREIN OR ON THE APPROVED WORKING
DRAWINGS.
GENERAL NAILING NOTES
1. NAILS SHALL BE DRIVEN PERPENDICULAR WHERE POSSIBLE
INSTEAD OF TOENAILS.
2. PRE -DRILL FOR ALL NAILS 204 OR LARGER.
3. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED
OTHERWISE. ALL NAILING SHALL CONFORM TO THE LATEST
EDITION OF THE 2005 NDS, TABLE II -N.
4. SEE PLANS FOR LOCATION OF BLOCKED PLYWOOD
DIAPHRA&M5.
PLYWOOD/OSB
1. ALL PLYWOOD OR OSB SHALL BE AMERICAN PLYWOOD
ASSOCIATION STRUCTURAL I WITH EXTERIOR GLUE AND
SHALL BEAR THE STAMP OF AN APPROVED TESTIN& AGENCY.
LAY UP PLYWOOD WITH FACE &RAIN PERPENDICULAR TO
SUPPORTS. PLYWOOD STRIPS SHALL NOT BE LESS THAN 2
FT. WIDE. STAGGERED ALL PLYWOOD JOINTS. ALL NAILING
SHALL BE COMMON NAILS. WHERE SCREWS ARE INDICATED
FOR WOOD TO WOOD ATTACHMENTS, USE WOOD SCREWS. ALL
PLYWOOD SHALL BE OF THE FOLLOWING SPAN/INDEX RATIO
(PANEL IDENTIFICATION INDEX PIU AND SHALL BE
ATTACHED AS FOLLOWS UNLESS NOTED OTHERWISE.
GENERAL STRUCTURAL NOTES
PERRY RE5IDENGE
55-640 DEL &ATO DRIVE
LA OUINTA, CALIFORNIA 92253
LUMBER
1, ALL STRUCTURAL LUMBER SHALL BE &RAVED IN ACCORDANCE
WITH THE "&RAVING AND DRE551N& RULES all OF THE
WEST COAST LUMBER INSPECTION BUREAU.
2. ALL WOOD BEARING ON CONCRETE OR MA50NRY SHALL BE
PRE555URE TREATED DOU&LA5 FIR.
3. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO
1/I6" LARGER THAN THE NOMINAL BOLT DIAMETER.
4. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO
APPLICATION OF PLYWOOD, PLASTER, ETC.
5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC.
UNLE55 SPECIFICALLY NOTED OR DETAILED.
6. 2X SOLID BLOCKIN& SHALL BE PLACED BETWEEN J01575 OR
RAFTER5 AT ALL SUPPORTS.
7. ALL STRUCTURAL PLYWOOD SHALL BE MANUFACTURED WITH
EXTERIOR GLUE AND CONFORM TO P5 -I-45. EACH SHEET
SHALL BE IDENTIFIED WITH AN A.P.A. &RADE TRADE
MARK. SEE DRAWIN65 FOR &RADE AND THICKNESS.
8. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT
WASHER5 UNDER HEAD AND NUT, UNLESS NOTED OTHEiiW15E
9. ALL J015T HAN6ER5 SHALL. BE "51MPSON", 'ARCH -RIB" OR
AN APPROVED EQUAL.
10. ALL STRUCTURAL LUMBER SHALL BE DOU&LA5 FIR -LARCH OF
THE FOLJAWIN& &RADE5 UNLE55 NOTED OTHERWISE ON
STRUCTURAL DRAWINGS:
........................-.......... ....... .................................................. - .......... ............
...
PLATES, BLOCKING
2x6, 3x6, 4x6, 3x8, 4x8 STD 4 BTR
..................................................................................................................
PLATES, BLOCKING
2x4, 5x4, 4x4 5TO 4 BTR
........................................................................................................................
BEAMS, STRINGERS
4x 4 LARGER MEMBERS N0.2 TO 6'-0"
4x 4 LARGER MEMBERS NO.1 OVER 6'-0"
bx 4 LARGER MEMBERS Not TO W -O"
bx 4 LARGER MEMBERS NO.I OVER 6'-0"
........................................................................................................................
POSTS 4 MULLIONS Not
................................................................................:.......................................
DECKING - POTLATCH LAMINATED DECKING E1.6 DF -L f=2640
........................................................................................................................
J015T5 4 PLANKING
2x,5x, 4 4x MEMBERS 6" 4 WIDER N0.2
.............................................................................................
RAFTERS, INCLUDING 2x4, 5x4, 4 4x4 N0.2
.......... I ..............`.............................................................................................
BOARDS, SHFATHING 4 STRIPPING CONST. GRADE
........................................................................................................................
SILLS, PLATES, SLE -!PERS, POSTS
OR WOOD IN CONTACT WITH CONCRETE CON5T. GRADE
....................................................................................................................... .
WHICH 15 IN CONTACT WITH EARTH PRESSURE TREATED
........................................................................................................................
11. ALL NAILS SHALL BE COMMON WIRE AND CONFORM TO TABLE
II -N, OF THE 2005 NDS.
12. WHERE LA& SCREWS ARE USED. PREDRILL HOLE FOR SHANK
THE SAME DIAMETER AS THE SHANK, AND i0% SHANK
DIAMETER FOR THE THREADED PORTION. SCREWS SHALL BE
INSERTED WITH THE TURN OF A WRENCH. DRIVING WITH'A
HAMMER WILL NOT BE PERMITTED.
13. REGARDLE-56 OF THE FRAMING 6RADE5 SPECIFIED HEREON
IT SHALL BE THE CONTRACTOR5 RESPONSIBILITY TO
SELECT HIGH QUALITY MATERIALS FREE OF KNOTS, WANE,
TWISTING, WARPING, CRACKING CHECKING ETC.
FRAMING NOTES
1. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP
GALVANIZED AFTER FABRICATION.
2. ALL STRUCTURAL PLYWOOD SHALL CONFORM TO PS -1-q5,
AND SHALL BE IDENTIFIED WITH D.F.PA. GRADE -TRADE
MARK.
3. EACH SHEET OF PLYWOOD SHALL CONTAIN A MINIMUM OF 5
SQUARE FEET AND SHALL EXTEND TO 5 BEARIN65 MINIMUM
WITH FACE6RAIN PERPENDICULAR TO JOISTS.
4. ALL UNSUPPORTED PLYWOOD ED&E5 SHALL BE BLOCKED
OR CLEATED.
5. THE BUILDING DEPARTMENT SHALL BE NOTIFIED FOR ROOF
DIAPHRAGM NAILING INSPECTION.
6. PROVIDE DOUBLE JOISTS OR DOUBLE BLOCK AROUND ALL
OPENIN65 IN ROOF. NO OPENIN&5 WILL BE PERMITTED IN
ROOF OTHER THAN THOSE SHOWN WITHOUT THE ENGINEER'S
APPROVAL.
7. T.O.5. - INDICATES TOP OF PLYWOOD ROOF SHEATHING
ABOVE FIN15H FLOOR SLAB.
8. SEE PLANS FOR THE LOCATION OF BLOCKED PLYWOOD
DIAPHRA6M5.
9. ALL EXTERIOR WALLS AND VERTICAL SURFACES SHALL
BE SHEATHED PER PER SHEAR WALL TYPE "A" U.N.O.
10. REFER TO TRUSS NOTES HEREIN FOR TRU55 RELATED
INFORMATION.
11. PLYWOOD ROOF CRICKETS TO BE 5/8" CDX. WHERE SPANS
EXCEEDS 24" USE 2x TAPERED WOOD STRIPS AT 24" o/c.
12. THE FRAMER SHALL CONTACT THE ENGINEER OF RECORD FOR
ALL PLAN MODIFICATIONS OR FIELD REPAIRS AS NECESSARY.
FRAMER FRAMING FOREMAN SHALL PROVIDE AS -BUILT DRAWINGS
CON5ISTIN& OF A RECORD SET OF FRAMING PLANS AND
DETAILS. ALL DETAILS SHALL BEAR 516NATURE OF THE FOREMAN.
THESE SHALL BE FURNISHED TO THE ENGINEER OF RECORD PRIOR
STRUCTURAL OBSERVATION WALK THROUG145.
NOTICE: DUTY OF COOPERATION
DUTY OF COOPERATION RELEASE OF THESE PLANS CONTEMPLATES
FURTHER COOPERATION BETY'EEN THE OWNER, HI5 CONTRACTOR,
THE ARCHITECT AND THE EN6INEER. ALTHOUGH THE ARCHITECT,
ENGINEER AND THEIR CONSULTANTS HAVE PERFORMED THEIR
SERVICES WITH DUE CARE AND DILIGENCE, THEY CANNOT
GUARANTEE PERFECTION. COMMUNICATION 15 IMPERFECT AND
EVERY CONTENGENCY CANNOT BE ANTICIPATED. ANY AMBIGUITY
OR DISCREPANCY D15COVERED BY THE USE OF THESE PLANS
SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. FAILURE
TO NOTIFY THE ARCHITECT COMPOUNDS M15UNDERSTANDIN6 AND
INCREASES CONSTRUCTION COSTS. A FAILURE TO COOPERATE BY
A SIMPLE NOTICE TO THE ARCHITECT SHALL RELIEVE THE
ARCHITECT AND ENGINEER FROM RE-SPON51BILILTY OF ALL
CONSEQUENCES. STRUCTURAL CHAN6E5 MADE FROM THE PLANS
WITHOUT THE CONSENT OF THE ARCHITECT AND ENGINEER SHALL
RELIEVE THE ARCHITECT AND ENGINEER OF RESPONSIBILITY FOR
ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGE.
X1.«91
CITY Of LA OUINTA
BUILDING & SAFETY DEPT. o T [; T o d If
APPROVED NOV 0 8 2012
FOR CONSTRUCTION
DATE 1111A X01 BY
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OWWA*4 1 •w,t'y
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11-180 SAN JACINTO DR., STE. E2, RANCHO MIRAGE, CA 92210
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— — — — — — — — — — —
FOUNDATION PLAN
SCALE. 1/4" = 11-ol
FOUNDATION AND FRAMING PLAN
PERRY RE51r;>r=NCE=
55-bq0 DEL CrATO DRIVE
LA GUINTA, CALIFORNIA 92253
FRAMING LEGEND
/--- — — — — — — — — — —.\.
DENOTES EX15TIN6 RAFTER OR TRuss
FRAMING
(r:) DDT XXX PLP DENOTES EXISTIN& DOUBLE DRAG TRUSS
TRANSFER THE NOTED SHEAR PLF FROM
Z VESI&NED BY TRUSS MANUFACTURER To
lTHE TOP CHORD TO THE BOTTOM CHORD
(E)v(lx& 14 0
(E) (RI) DENOTES EXISTING CALCULATED BEAM
"/ . . ..
EXISTING SHEAR WALL
15 5/5, PLYWOOD A/
bd NAILED AT 6712' O/C
INCREASE NAILING TO
5712" ALONG ENTIRE AALL
VERIFY 5/5' VIA. AW-+IOR,
BOLTS SPACED AT 40" 01C
REPLACE A.B. PLATE
WASHERS WITH 5'x3"xI/4'
PLATE WASHERS. x
REFER TO DETAIL
FOR NEA HOLD DOM
AND NEN ANCHOR 5OLT5
NEW DOOR
2
-71-780 SAN JACINTO DR., STE. E2, RANCHO
0
POST
PER THE ORIGINAL STRUCTURAL CALCULATIONS
PI
Pi
DENOTES POST PER SCHEDULE HEREON
4X4
EXISTING SHEAR WALL
DENOTES EXISTING POST PER SCHEDULE HEREON
5-2X4
155/5 "PLYWOODt
DENOTES FRAMING WIDTH
PS
Od NAILED AT 6"�12 O1r-
INCREASE NAILING TO
5x'
3"A2" ALONG ENTIRE ViALL
DENOTES SHEARKAL LEN&rH
VERIFY 5/0" DIA. ANCHOR
2-2X6
BOLTS SPACED AT 40" 010
DENOTES SHEATHED SIDE Of WALL
P8
REPLACE AD. PLATE
PEN07M 51-H---ARAAI-L END P05T5 PER
6xb
WASHERS WITH 5'x5'xl/4' t
5C+MLE HEREON
PLATE AA5HER5.
DENOTES SHEARAALL NO. PER STRUCTURAL
6xIo
OF CAL
REFER TO DETAILS I AND 2/95.1 4\
P12
FOR NEWHOLD DOM Lu
t -
AND NEVI ANCHOR BOLTS
NEW DOOR
— — — — — — — — — — —
FOUNDATION PLAN
SCALE. 1/4" = 11-ol
FOUNDATION AND FRAMING PLAN
PERRY RE51r;>r=NCE=
55-bq0 DEL CrATO DRIVE
LA GUINTA, CALIFORNIA 92253
FRAMING LEGEND
/--- — — — — — — — — — —.\.
DENOTES EX15TIN6 RAFTER OR TRuss
FRAMING
(r:) DDT XXX PLP DENOTES EXISTIN& DOUBLE DRAG TRUSS
TRANSFER THE NOTED SHEAR PLF FROM
Z VESI&NED BY TRUSS MANUFACTURER To
lTHE TOP CHORD TO THE BOTTOM CHORD
(E)v(lx& 14 0
(E) (RI) DENOTES EXISTING CALCULATED BEAM
"/ . . ..
EXISTING SHEAR WALL
15 5/5, PLYWOOD A/
bd NAILED AT 6712' O/C
INCREASE NAILING TO
5712" ALONG ENTIRE AALL
VERIFY 5/5' VIA. AW-+IOR,
BOLTS SPACED AT 40" 01C
REPLACE A.B. PLATE
WASHERS WITH 5'x3"xI/4'
PLATE WASHERS. x
REFER TO DETAIL
FOR NEA HOLD DOM
AND NEN ANCHOR 5OLT5
NEW DOOR
2
-71-780 SAN JACINTO DR., STE. E2, RANCHO
0
I ty
t, I t E II4 Q U I N TA
I LbING & S-�FETY DEPT.L!
T
An"PvVED
0
TRUCTION
Toy 201-O'd HE
DA BY
FRAMING PLAN
5,-lALEs 1/4" - 1'-0"
CA q22*70
NOTE TO CONTRACTOR
CONTRACTOR TO VERIFY ALL NOTED
EXISTING CONDITIONS AND REPORT ALL
DISCREPANCIES IMMEDIATELY To THE
ENGINEER OF RECORD.
ALL SHORING OF THE EXISTING STRUCTURE
DURING DEMO AND CONSTRUCTION IS THE
RESPONSIBILITY OF THE CONTRACTOR
POST SCHEDULE
MARK
POST
PER THE ORIGINAL STRUCTURAL CALCULATIONS
PI
Pi
DENOTES POST PER SCHEDULE HEREON
4X4
0 PI
DENOTES EXISTING POST PER SCHEDULE HEREON
5-2X4
P4
DENOTES FRAMING WIDTH
PS
4XSPR
DENOTES EXISTINS SHEARY4ALL
5x'
T-5'
ZO
DENOTES SHEARKAL LEN&rH
ri
2-2X6
.
DENOTES SHEATHED SIDE Of WALL
P8
. . .......
3-211(6
PEN07M 51-H---ARAAI-L END P05T5 PER
6xb
PIO
5C+MLE HEREON
DENOTES SHEARAALL NO. PER STRUCTURAL
6xIo
OF CAL
CALCULATIONS
I ty
t, I t E II4 Q U I N TA
I LbING & S-�FETY DEPT.L!
T
An"PvVED
0
TRUCTION
Toy 201-O'd HE
DA BY
FRAMING PLAN
5,-lALEs 1/4" - 1'-0"
CA q22*70
NOTE TO CONTRACTOR
CONTRACTOR TO VERIFY ALL NOTED
EXISTING CONDITIONS AND REPORT ALL
DISCREPANCIES IMMEDIATELY To THE
ENGINEER OF RECORD.
ALL SHORING OF THE EXISTING STRUCTURE
DURING DEMO AND CONSTRUCTION IS THE
RESPONSIBILITY OF THE CONTRACTOR
POST SCHEDULE
MARK
POST
PI
2-2?<4
P2
4X4
P5
5-2X4
P4
4X6
PS
4XSPR
FE
Pb
4XIO
ri
2-2X6
.
16
2
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04 rri
m 31, 2 13
u %j
P8
. . .......
3-211(6
Pq
6xb
PIO
6A5
PII
6xIo
OF CAL
P12
6XI2
F—T-79el--�-rW
52.
TRIMMER STUD
(AS REQUIRED)
HOLDOWN AS SPECIFIED, STUD OR POST
SEE TABLE AND PER PLAN
APPLICABLE DETAIL
0
o
P.T. SILL PLATE � t
II
SHEARWALL PER PLAN
CONCRETE u r rI r t I x WHERE ADDITIONAL
u
c IIII
ANCHOR BOLTS ARBFOUNDATION m
REQUIRED A.T. INSTALL 3"x3"X.25I "
" 11
7" INTO EXISTING FT'GSQUARE PLATE WASHERS
AV
:% - U51 NG 51MP50N SET -XP EPDXY I AT ALL ANCHOR BOLTS
•. :. ..
SPECIAL INSPECTION IN SHEAR WALL
II II
REQUIRED E.N.
ICG-E5R 2508
.. �,
1 - •' i j
5/8' m A30-1 A.T.M:
lk
;
MIN I'-011
EXISTING
FOOTING \`
ELEVATION SECTION V,
CITY OF LA QUINTA
BUILDING & SAFETY DEP
ARV D ���PR EESS�����
IUNDATION POUR FOR CONSTRUCTION 0
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I.PkTE BY 19044M 13 s �
sqr Ru u
Op CA 1L
IETAIL I• n 1'-0• 2 FRAMING DETAIL V. _ {'-O•
AS SHOM
YOUNG ENGINEERING 5ERVICE5
11—'780 SAN JAOINTO DR., STE. E2, RANCHO MIRAGE, GA 92210
TEL: 160-854-8860 FAX: '760-834-8861
WIRED EPDXY-TIE
HESIVE FOR FULL
'HD' CAPACITY
ANCHOR
MINIMUM
EMBEDMENT
XP ICG ESR 2508
5/8"0 A30'7 A.T.
12"
--I 1
- -- ---
DOUBL". MAN& I`2USS c_K PLAN
(,l
(E) A35 AT 24" O/G
ADD ADDITIONAL A55 FOR
I ' ?
SPACING AT 12" O/C
`f
ALONG ENTIRE LENGTH OF
SHEAR WALL
i~•
iK
i
(E) PLWYOOD SHEAR
EDGE NAIL ALONG NEW
HEADER USING bd AT b" O/G
„
IK
4£
r !
(E) 2xb STUDS at Ib" O/G
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
NEW HEADER PER PLAN
1;77
APPROVEDPR
FSS/oN
FOR CONSTRUCTION
O
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DATE By
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1
FRAMING DETAIL
1• = 11-01
2
I• = I -O•
STRUCTURAL DETAILS
ASSHOHN
PERRY RESIDENCE
53-690 DEL &ATO DRIVE
LA QUINTA, CALIFORNIA 92253
S 2.
YOUNG EN61NETERIN& SERVICES
iI-180 SAN JACINTO DR., 5TE. E2, RANCHO HIRA6E, GA 92270
TELT 160-8348860 FAX -160-834-8861
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