0401-090 (BLCK) Structural CalcsSTRUCTURAL CALCULATIONS
ENTRANCE GATE WALLS
AT
THE RENAISANCE
LA QUINTA, CALIFORNIA
PREPARED BY:
JOSEPH N. CICCHINI, P.E.
P.O. BOX 4206
PALM DESERT, CALIFORNIA 92261
760-776-6687
DECEMBER 31, 2003
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVE®
FOR CONSTRUCTION
DATE B
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SECTION A
CONCRETE CAP PER ARCHITECT'S PLAN
0"x8"k16" CONCRETE BLOC=
GROUT CELLS WITH REINFORCEMENT
AND' FIRST COURSE
/—TUBE STEEL CATS POST
ASSUME®. AS TS 4x4x3/8"
SECTION A '
SEE MASONRY NOTES
a ): ���#5 HORIZ @48 "01c. ®N SHEET S3.2
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FINISN GRADE @CENTER OF WALL
I. W/8"HOOK LAP I'-�"
r 4 TIES, SPACE AS SHOWN
#5 REBAR SPACE AS SHOWN
SE ®TAIL NICHT
3' i /- CONCRETE FOOTING
°__ _�
90 COMPACT® SU�ORA®E
PII A;TEP AND WAI I w/rATF PFR ARCHITFIT'S SECTION C/L1,1
SCALE; 9,/2"-1'=0„
0
2_6 HORIZONTAL, 12" LONG
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LOCKGROUT CELLS WITH REINFORCEMENT
AND FIRST COURSE
7) 4))
FINISH GRADE
M A S O N R Y
1, ALL WORK SMALL CONFORM TO APPLICABLE PRQVISt@NS OF THE UNIFORM BUILDING
CODE =120; EDITION THE 2001 CALIFORNIA BUILDING CODE, TMC SPECIAL PROVISIONS
AND THESE REQUIREMENTS:
1 2, CQNCRETE E,Q RPS TO IMdINRCSTEEI�RUN6 S@ 9TE9 Q�ME�V
@@VERfA� fl CR AS FO LNN S
WAL All V- � �# OS D O WEATHER
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C IN PLACE PRIOR TS@ Cc�ASTTIN@@ CONCRETE,
WIT
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t TRH ��pANS�aiYS pE LINA6LgNT ti.1 €SS RRy' �Q0 NPCF, gTH COEFFICIENT OF
PRESSURE TO RESIST LATERAL
1 ® Eqqa Aqq 1gg/99 hE�@�MTItl �pP Vit APP ® iqg �RIAN RSI INCL,
@, � %R ARV®L�r� U§t )RA(jlA$j?,IL REPORT DATED (NONE AVAILABLE)
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@ @� IN@pTENEEC��AVdfiI®N TANlTg P MI@ULT@SPLA&0NTC8P EINF@NEIN@E SiE� Et�R'NsPQRETE:
@, �R&INCEC@NCRR _T�OTIN@S SMALL BE PREM@ISTENE@ PRIOR TO
10, RA NE® fiM ®SSP RIFyI �jC �ryp ICOt�PI&SIS11 MS{T�R��sOfi��pN"O{3UTTI�yG
11, # 5R ® tttNff$ WSS L BE kN g.A%INfi I OR( A(� U@FOC9g.@Q l � STEN®TM
12, PROVIDE BEHIND WALL
Dli
DRAINA.GE SYSTEM PERP GRADING PLAN gA®N@pNQUAIIL', R�
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=5 HORN @48"o.c.
6 VERT @161)0"C.
@CENTER OF WALL
W/8 HOOK LAR f _8
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CONCRETE FOOTING
EX
90% COMPACTED SUBGRA®E
WAIT SECTION PER ARCHITECT'S SECTION F/L1.1
SCALE: 1/2"-==l'=0"
19, tTfALO,I ASFTI Tj E 11 T IFTS� AAfi dI T@AYS F By @@® PSI
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10, NLA URA®TI�J L OR RDTIfIE®"@QMPdET ® @ 6 @MhggPdS N@fid® I@N iM ®PLANS:
20, QUA ®EANDPR"R®VI§EJ @NTRap JOINTTS MASONRY 20 ®/C, B@' Gee PER
21,BLLpONNCKSt 6`0 ONO' OR 12'4@"ut@' PRECISION ®LOCKS WITH TROWEL CUT JOINTS,
22, ONaRiRy IQNp @ tl NER�FBRR� APHRLA6�KS PRIOR TO START OF
2J, TYPE It CEMENT SHALL BE UTILIZED FOR ALL CONCRETE,
29, NO RN%IIQNS SMALL BE MADE WITHOUT PRIOR pWRITTEEN yAPPROVAL Of THE ENGINEER:
21, NN IN�pNRNINC��A$T 6L� 4lTpBgE ARNEM®NV�I� �R�1N9R T6 �RCUTIN% ehLS,NINQPW g,
2@: MANI�Fd€fi RER � € EATS@NS: 0 TO �Yt9) A @]9 ERQ R NU E®AI RL PRO@ BY
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