HomeMy WebLinkAboutCANYON ESTATES DRIVE 31555_04-00001935 s - ity of Lake Elsinore
PERMIT 130 South Main Stre
PERMIT NO: 04-00001935 DATE : 7/21/04
JOB ADDRESS . . . . . 31555 CANYON ESTATES DR
DESCRIPTION OF WORK SIGN
OWNER CONTRACTOR
ANASTASI DEVELOPEMENT CO LLC TNT ELECTRIC SIGN, INC.
1200 AVIATION BLVD 4100 3080 EAST 29TH STREET
REDONDO BEACH, CA 90278 LONG BEACH, CA 90806
31-376-8077 562-959-7725
LIC EXP 0/00/00
A. P. # . . . • . 363-550-005 7 SQUARE FOOTAGE 0
OCCUPANCY . . . GARAGE SQ FT 0
CONSTRUCTION . . FIRE SPRNKLR
VALUATION . . . 55 , 000 ZONE . . . . . . C-1
ELECTRICAL PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 30 . 00
5 . 00 X 21 . 0000 SIGNS 105 . 00
1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00
SIGN PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 414 . 50
1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00
5 . 00 X 6 . 2500 VALUATION 31 . 25
FEE SUMMARY CHARGES PAID DUE
PERMIT FEES
ELECTRICAL PERMIT 140 . 00 . 00 140 . 00
SIGN PERMIT 450 . 75 . 00 450 . 75
OTHER FEES
PLAN RETENTION FEE 15 . 00 . 00 15 . 00
SEISMIC GROUP R 5 . 50 . 00 5 . 50
PLAN CHECK FEE 289 . 74 . 00 289 . 74
TOTAL 900 . 99 . 00 900 . 99
SPECIAL NOTES & CONDITIONS
FABRICATE AND INSTALL 3 WALL SIGNS ,
MONUMENT SIGNS AND 1 PYLON. Date: 7/op 427/@4 9�5 Nem,pt oc. 581
BUILDING
tram a6er: 1fIT 1 r$900.99
m f4ft
Trace date: 7/27/04 Tine: 15:47,41
Please Read and Initial 1 am 1_uti ns•d undrr the provisions of Business and f'rolrssional�'
Code Section 7000 et sey and my license is In full force
Post In cf3n,picuftu'; plait
2 1 as ow'n(r of the propert% or my employees w/wake s as their sole
compensation will do the work and the strut tum is not Intended or—
tlll thu Itlll offend for sa!r
3 1 as owner of the prop,_rty amex(lush•ch•contracting with licensed
\ \1 \i ii i h 'i ' i'i contractors to construct the project
\ II i 4 1 ha%cacerttti(dtcofconsentto clflnsureoracertificateof Workers
1(W, Compensation tnsuren(c or a certified copy thrreof
5 1 shall not employ any person m anv manner so as tobee orne subjec t
to'Aorkers Coomprnsauon Laws in the perfor-man(e of the work for
which this lxrmtl 1s issued
tiotr 11 Nou should become subject to Workers Compensation after
making this cerufi(auon you must forthwith c•omph with such pro-
vt�ions or this pe nnit shall he deemed rv%oked
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Coce P._ s S_a Ac=+c.a s a e 1, Z-v:: OTHER DEPARTMENT RELEASES
C-e-pa(-ine'nt Approval required pray to the
P,c S e r ou,larrp xing released by the City
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DOC.? F a 1133 S;-
Cityof Elsinore
130 South Main Street
APPLICATION FOR APPLICATION NO
ci
BUILDING PERMI 4- 3�
T[' �
APPLICATION RECEIVE
OATS 7/2 I C)Z
VALUATION CALCULATIONS AP a ��� —��� _0D By ' ` v
1 st FLOOR SF Bul JIIEss �`, �, b C
2nd FLOOR SF TRACT BLOCK/PAGE LOT/PARCEL
3rd FLOOR SF
NAME
GARAGE SF �
STORAGE SF Z MAILING I PHONE
ADDRESS IaOV l� �.n a�r d
DECK 8 BALCONIES SF o IIIJJJ\V(((JJJ '
OTHER- � /1 /L1 STATE/ZIP
�� �c'� C..J�v 6 976
SFI hereby affirm that 1 am licensed under pro m vrs,ons of Chapter 9(comencmg with Sechon
TODOf of 3 of the Business and Professions Code and my license is to lull force
and etlecl
a, LICENSE M _ e CITY BUSINESS
. Z AND CLASS J �a9 C)C( TAX
VALUATION: _ g NAME
t07- G
FEES /J�] �` E��) MAILING
ADDRESS
BUILDING PERMIT �1 CITY
I ��A sr rE nP �O PHo �a Sgs 7�a�
CONTRACTOK,5,Wt4ATURE DATE
PLAN CHECK
ADDITIONAL PLAN CHE NAME LICENSE
u
Z MAILING
= ADDRESS
V
r
Q CITY SI AIEr ZIP PHONE
❑NEW ❑REPAIR OCC GRP / CONST
DIVISION TYPE
MICROFILM ❑ADDITION ❑MOVE NUMBER OF NUMBER OF
❑ALTERATION ODEMOLISH STORIES BEDROOMS
COPIES ❑OTHER ZONE
❑SINGLE FAMILY units HAZARD AREA? YES NO
IMPRO FEES ❑ SCHOOL FEES ❑ ❑APARTMENTS units
OCONDOMINIUMS units SPRINKLERS REQUIRED? YES NO
OTOWNHOMES units PROPOSED USE OF BUILDING•
❑COMMERCIAL ❑INDUSTRIAL
PAID PRESENT USE OF BUILDING
DATE
JOB DESCRIPTION
❑ 1 certify f that I have rend this application and state that the l
above information is correct. 1 agree to comply with all city p`dn'nVh•
and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this
city to enter upon the above-mentioned property for inspec-
tion purposes
/9,0/(�
Signature of Appltcont r gent I ate
AGENT FOR 'tONTR�ACTOR ❑ OWNER
AGENT'S NAME
C
AGENT'S ADDRESS
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1168 San Gabriel Blvd., nN
Rosemead, CA 91770 Date: Sheet ;":
Tel: (626) 288-0708 Fax: (626) 280-4166
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GENEF2AL- ( 2001 CALIFORNIA BUILDING CODE)
1, THE CONTRACTOR SHALL VERIF" AND BE RESPONSIBLE FOR:
A. ALL CONTRACT DOCUMENTS.
B. OMISSICNS r,ND/OR CONFLICTS BETWEEN THE VARIOUS ELE` '_7N T S OF THE CONTRACT
DOCUM=NTS.
C. ALA DIMENSIONS AND CONDITIONS AT THE SITE
D. ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE S7,,31LI TY OF THE
STRUCTURE
;N'SURING PROBER ALIGNMENT OF FINAL STRUCTURE.
Tr'= CONTRACTOR SHALL IMN,=DIATELY N'O T IFY THE ARCHITECT AND T r== STRUCTURAL
ENGINEER OF ANY DISCREPANCY OR OMISSION BEFORE PROCEEDING WITH THE WORK.
2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL REGULATING AGENCIES
EXERCISING AUTHORITY OVER ANY PORTION C= THE WORK, I.E. STA-E OF CALIFORNIA.
DIVISION OF INDUSTRIAL SAFETY AND CAL/OSHA, E TC., AND SHALL CCNFCRM TO THE
CURRENT U B.C. OR LOCAL CODES.
3. ALL WORK SHALL CCNFORM TO THE BEST PRACTICE PREVAILING IN THE VARIOUS
TRADES COMPRISING THE WORK.
4. ANY AS i M DESIGNATIONS 'SHALL DE AS AMENDED TO DATE.
5, THE CONTRACTOR SHALL PROVIDE TEMPCRAR'f ERECTION BRACING AND SHORING FOR ALL
ST='�C`+UR:•,_ MEMBERS CR AS REnUIR7D FOR STRUCTURAL STA::::IL-ITY THE STRUCTURE
DURING ALL PHASES OF CONSiRU'CTION.
6. SPECIFIC NOTES AND DETAILS SnALL TAKE PRE:EDENCE OVER GENERA'_ ^:O T ES AND
Y TPICAL DETAILS.
7. CONTRACTOR SHALL GIVE DUE AND LEGAL NOTICE TO ADJACENT PROPERTY OWNERS
REG%,RDING THE PROTEC T,ON 0= THEIR PRO.=-RTY ANO STRUCTURES W'-iC` MAY SE
NE SSARY DU= -O EXCAVATION AND CCNSTi2UCTICN INDICATE: ON THESE DRAWINGS
IN DUE TIME PRIOR TO START OF EXCAVATION.
G-N=2AL_ SDPEC . F=02 SITE G2ADING E EXC4,VAT'O^NI
1. ALL EX:STING FILL, NEAR SU,R=AC= SO=T SOILS, V=GETAT,ON, fD=3,P;S -:,ND
D:STUR3ED SOI_:; IN THE STRUCTURE, SLAB, DR ::DAVEVENT A^CEAJ -A_ 3E
cXCAVAT_J. I„E =XCAV:;T=D AREAS SnALL SE OBSERVED =Y THE S3;L ENGINEER.
2. ARE-4 TO RECEIVE COMPACTED =ILL SHALL SCARIFIED TO A D==TH CF' AT
L_E = 6- _IiNC- ZS AND MOIST=N'=D, AS :ECUiRED TO OBTAIN 0=T I!f' M MCIS T U.-�=
,=AS S-i%,LL B= COMPAC i- D O 90 o OF Tr V AX,":JM '_ABORATORY
•-
[�-rNS .S GcTER�1,INED B'' T = ASTM D 1� 7-70 CO!.1PACT;DN VcTnv ..
3. TH= LOOS= =0CrCETS OF THE SOIL BELOW THE PROPOSED BOTTOMS OF TFiE =XCAVATON
PLANES SHALL 3E EXCAVATED AND RECOM?ACTED. TrTf EXCAVATED AREA Sr-,ALL Bw'
INS=ECTED !-ND APPROVED BY THE. SOILS ENGINEER PRIOR TO P'_AC'NG CONTROLLED,
CO'vtPACT=D FILL.
4. FILL, CONS!S T,NG OF THE SOIL APPROVED BY THE SOILS ENGINEER. S-iAL'_ BE PLACED
IN CONTROLLED LAYERS WITH APPROVED COMPACTION E QUIPM=N T =ACr! LAYER i SHALL
BE COMPACTED TO AT LEAST 90- OF THE MAXIMUM LABORATORY DENSITY FOR THE
MATERRIAL USED THE FIELD DENSITY SHALL SE DETERMINED BY THE ASTM 1555— 64
METnOD OR EQUIVALENT.
S. THE EXCAVATED, ON SITE CLEAN FILL MATERIAL IS CONSIDERED SATISFACTORY FOR
REUSE IN THE CONTROLLED FILL. ALL IMPORTED FILL SHALL BE iNONEXPANSIVE AND
APPROVED BY THE SOIL ENGINEER PRIOR TO USE IN CONTROLLED =ILL AREA. ROCKS
L ARGER THAN 5 INCHES IN DIAMETER_ SHALL NOT BE N USED. UNLESS TnEY ARE
SJFFICIENTLY BROKEN DOWN.
WELDING
1. Al-L WELDING SMALL BE PERFORMED BY WELDERS FOLDING CURRENT CERTIFIC41FS FROM
HE C OF
ALL WIELDING SHALL El� PERFORMED USING THE ELECTRIC ARC PRCGESSsI' '�fAgGC. 'RD.ANC
WITH APPLICABLE PO IONS OF THE "CODE FOR ARC AND GAS WELDI>ZVI�l�i3.t"JtLD1"NG4,
CONSTRUCTION OF THE AMERICAN WELDING SOCIETY". ®
2. CONTINUOUS INSPECTION IS REQUIRED FOR FIELD WELDING OF STRUCY �/AwLO, TIZ
3. CONTINUOUS INSPECTION IS REQUIRED FOR WELDING OF REINFORCIN Q5 �E L i 0
4. ELECTRODES SHALL BE E70XX 1
FOUNDATIONS
1. FOUNDATION ENGINEER SHALL INSPECT FOOTING EXCAVATION T VERIF S_l
PRIOR TO PLACEMENT OF FORMS AND/OR REINFORCING STEEL.
2. ALL BACKFILL SHALL BE IRECOMPACTED UNDER THE SUPERVISIO OF THE FOUNDATION
ENGINEER TO 907. OF MAXIMUM DENSITY. i
3. FOR SOIL INFCRMATICt48 WHICH IS PART OF THE CONTRACT DOCUMENTS, REFER TO 5=b
Cc�NCc�E T E
1. CONCRETE USED IN THE JOB SITE SHALL HAVE THE FOLLOWING COMPRESSIVE
STRENGTH AT AGE 28 DAYS:
LOCATION IN METHOD OF ULTIMATE
STRUCTURE PRUPOR TIONING STRENGTH
A. SLAB ON GRADE STANDARD 2 O PSI
BC. POSTLOROCOLGFOOTING STANDARD z 00 PSI
NOTE: NO INSPECTION REQUIRED ON ALL OF THE ABOVE.
2. ALL CONCRETE SHALL BE STON CONCRETE. UTILIZING AGGREGATE CCNFORMING TO
ASTM C33. CEMENT SHALL BE
TYPE 1 OR 11 CONFORMING TO ASTM C 150.
3. CONCRETE COVER REINFORCING STEEL SHALL BE AS FOLLOWS, U N.O.:
A. CONCRETE AGAINST EARTH UNFORMED)....... .3"
B. CONCRETE AGAINST EARTH �FQr"4ED).......... 2"
4. BEFORE CONCRETE IS PLACED THE CONTRACTOR SH/�LL COO D AT AND NECK WITH
ALL TRADES TO ENSURE THE PROFFER PLAZEMEN T OF ALL O��NfN S SLEW IN—
SERTS CURBS, DEPRESSIONS, ETC REL ING TO THE WORK, AS SHOWN IN TPE
DRAWINGS. ANY CHANGE OR DISC>REPALtJCY SHALL BE APPROVED BY THE STRUCTUR ,-,°
ENGINEER AND -�HF: I :;CAL BUILDING AGENCY PRIOR TO PLACING OF CONCRETE.
5. ALL ^ONCRI=TE WITH A COMPRESSIVE STRENGTH IN EXCESS OF 2000 PSI AT 2Q DA fS
SHALL BE PLACED UNDER THE SUPERVISION OF A DEPUTY-INSPECTOR LICENSED a.y
THE LOCAL BUILDING OFFICIAL. 8E V� �{E
6. PLACEMENT
MIINIMEEUMOoDOFAOINE DRAWINGS FOR
DAOYRPIRIORjSTO PLACIING OF REIONF'ORDCINCT STEEL JOB SITE
7. COOODEEREQUIREMEgTS FOR CONCRETTETDESIG ED BY ULTIMATE TO THE
HCMETHOODING
8. ALL CONCRETE MIXES SHALL CONFORM TO THE PROPORTIONS
o ESTABLISHED
CBYRCODE FOR
ENGAGE IAO CERTIFIEDE NDEPENDENT TESTIING LDABORA ORY TORPR PARE DESICNSLL
-FOR THE WORK. COPIES OF SUCH MIX DESIGN AS WELL AS 7 DAY AND 2B DAY
CYLINDER TEST RESULTS SHALL BE SENT TO `THE STRUCTURAL ENGINEER AND THE
METHOD II IS REQUIRED OPTIONAL FOR OTHERS.
REINFORCING STEEL
1. A. ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO
ASTM A615, GRADE 40. UNLESS NOTED OTHERWISE ON DRAWINGS
B. WELDED WIRE FABRIC SHALL BE MADE OF COLD DRAWN WIRE AND SHALL CONFORM
TO ASTM A 185.
2. ALL BARS SHALL BE FREE OF RUST, GREASE, MILL SCALE OR ANY MATERIAL WHICH
MIGHT AFFECT ITS BOND TO CONCRETE.
3. ALL BAR BLENDS SHALL BE MADE COLD.
4. BAR LAPS SHALL BE4 MADE AWAY FROM POINTS OF MAXIMUM STRESS OR AT LOCATIONS
SHOWN ON THE DRAWINGS AND AS INDICATED BELOW. THE MINIMUM AMOU ._OF ANY
LAP SHALL BE 2 FEET FOR CONCRETE AND 40 DIAMETERS FOR CONCR
MASONRY UNLESS NOTED OTHERWISE.
5. ALL TESTING OF -REINFORCING gTEEL SHALL BE AS REQUIRED BY LOC r(� C{,�
CODE OR AS OHERWISE NOTED IN THE SPECIFICATIONS. � ��
6. PRIOR WELDING PROCEDURE APPROVAL IS REQUIRED FOR WELDING c�° �bADE 60 e, ,
REINFORCING STEEL.
STRUCTURAL STEEL
1. STRUCTURAL STEEL ROLLED SECTIONS AND PLATE USED IN THE WO_ .AialMP ARM
TO ASTM A36.
2. PIPE COLUMNS SHALL BE WELDED SEAMLESS PIPE CONFORMING TO AS to R--GRAI-
'B" PIPE. L
3. SQUARF OR
NG BYO ASTM AR TUS& SHALL BE WELDED SEAMP OF A LESS SECLTIOENg�pA gEY OF STET
4. AAIO FAl I RED DEL ItJSPECTOR LICENSEDPE IN THE OBYE SAME BDY.NTIIN000S NSPECTIUN
S. AL CpE(DVE,gyOv E SHO q COAT OT PAINTOMIT ETASODESOCRIBEDBIN THEESPED,AA7lONS. E Sb ENHALL
6. S�FR APRPOOVEDLSFiPR WINASHA�L 9ETO DON ASVIOCOTRCOR�S OWN SKIP7R
7. BCONFORMINGE O OASTMUATO . BOL SHALLHBE 3�40'N USISTNLESS OTHERWISE
B_ CONTRACTOR SHALL PROv1DE BRACING AS REQUIRED TO MAINTAIN THE ALIGMENT OF
THE BUILDING-FRAME UNTIL ALL WELDING IS COMPLETED AND/OR SLABS AND WALLS
ARE POURED.
TABLE 16A-F 2001 CALIFORNIA BUILDING CODE
TABLE 16A-G
TABLE 16A-F—WIND STAGNATION PRESSURE,qs)AT STANDARD HEIGHT OF 33 FEET(10 058 mm)
Basic wind speed(mph)t(x 161 for km/h) 70 80 90 100 110 120 130
Pressure qa(psf)(x 0 0479 for kN/m2) 126 164 208 256 310 369 43.3
t Wind speed from Section 1618A
TABLE 16A-G—COMBINED HEIGHT,EXPOSURE AND GUST FACTOR COEFFICIENT(Cell
HEIGHT ABOVE AVERAGE LEVEL OF
ADJOINING GROUND(i:*rt)
x 304 9 for mm EXPOSURE D EXPOSURE C EXPOSURE B
0-15 139 106 0 6=
20 145 113 067
25 150 1.19 072
30 1.54 123 0.76
40 162 131 084
60 1 73 I 1 43 095
I{ 80 181 153 104
100 1.88 161 113
120 L93 L67 120
160 2.0' 1 79 131
200 2 10 187 142
300 223 205 163
400 234 219 ISO
1Values for intermediate heights above 15 feet(4572 mm)may be interpolated.
WE
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'I' & W Consulting F,nginccr Job: By:
1168 San Gabriel Blvd., #N
Rosemead, CA 91770 I)atc Sheet #:
Tel: (626) 288-0708 Fax: (626) 280-4166
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T & w Consultina Engineer Job: By:
L168 San Gabriel Blvd., #N
Rosemead, CA 91770 Date: Sheet r: 2
Fel: (626) 288-0708 Fax: (626) 280-' 166
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SIGN POLE
Imperial Pyles DESIGN AS REQUIRED
DIVISIOn Of EII PER ENGINEERS SPECIFICATIONS
Since 1898 • The Service Plus Companv • Price Competitive
• Quick Delivery
�� zl • Licensed Fabricator
City of Los Angeles
N z�
• Certified Welders
• Quality Assurea
• Prime or Finished Paint
o
,U as required
' 2^.
-% 3/16 \ RINGS (AS REOD)
F71
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712x2" i 4 ® 90°
cc = �ESS`Q
CA 1
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• Up to 48" Pipe Size o• 36693 mC ,:�. -V• Over 60 Years ofDependable ServiceO� LIF
• Kelly Branch Locations CA
IL throughout the Western
{� United States
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3=_
IMPERIAL POLES,A DIVISION OF KELLY PIPE
111700 BLOOMFIELD AVENUE, SANTA FIE SPRINGS, CALIFORNIA 90670 PHONE (310) 868-0456 FAX (310) 863-4821
T & W -ConsoUng Engineer Job: By:
1168 San Gabriel Blvd., #N
Rosemead, CA.91770 Date: Sheet r:
Tel: (626) 288-0708 Fax: (626) 280-4166
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3/V bort. 1/Z. THRU sous ! ��
No. 5693
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DEC'- 4 - 1? 3 Mot4 I S 50
Ot"ejel,"...Pipe for
ppOle's Billboard Structufrals
Secrior) Socuon
'O.D V, -Might ModulutIT O.D wen
O.C. Wei t Modulus Wei Modulus
6 x .250 48 1 32 x 250
3.65'. 1 L' 5 -12.0 84-77 196.3
4
2,/.f x 218 5 02' .73 16 x .312 5227 59 2 32 x .312' '105 59 243.2
x .203 5.79. 1.06 15 x .375 62 58 70 3 32 x -375 126.66 291.0
2'/v x .276 16 x 500 82.77 91.5 32 x .500 168.21 3838
7.68 1.72 18 x .250 19 61.1 34 x .25 go 6 221.9
3';! y .300 10 25.. • 2.22 18 x 512, 9". 75 5 34x 312', 112.25 27 5.3'
x .22c5 9.11 2.39 18 x 315 70 59 8? 6 34 x .375 '134.67 329 21
3.14 18 x 500 93 45 117.0 34 x .500 17889 434.4
is x.237 10.76 : 3.21 20 x 2 b 0 52 173 75 9 36 x 250,, 1 95 45 249.5
x 7 14 38 4 27 20 x .3 12 65 3 937 36 x .312 ''18 92
x :iSS 14 62' 5 .15 20 x 3 175 142 68 370 2
x 375 2078 7 43 20 ,-, 500 IN 13 145 7 35 x 500 : 1 89.57 485 1
G:% x .2c�j 9 7 a 50 22 y .25u 58 07 91.8 42 x 375 166.7'1 506 1'
2
.432 12 �2 x 3,12 -12 27 1 113 4" x 500 2,,-1 61
22 _2 S S 5 lies,I
3i I x 375 86 61 1354 -75
190 74 663
2,- 51
81 177.5 48 x BOD 253 65 877.
101/, -v .250 2S.04 21.11 24 250 62 110,0 t 54 x .37 5
x �J 7 34 24 25 5; S12 78 93 '136 0 5.1 x .600 28E69 i I u.
x 29.90 74 x .375 9,1.62 60 x 375 2138 80 1
500 5':.74 39-42 "4 ,% 5 03 125 49 213. x 0 60 500 317.73
& 1379,
1221', x .250 33.36 30,2 26 ,'50 69.75 126 6 1
72 X 375 286.86
- 37.0 -16 N 312 85.60 159.7 72 x 5uO 381 81 1994.
x 7 5 49.56 43 8 26 x 37� 102,63 1906 84 x 375 33,-
x.500 55.42 56.7 26 y ,50 136.17 2507 E. x 500
IV;'
36.71 36.6 110 )c .250 79.43 172 3 96 x 375 • 2683.
g.0 -^0 312 9893 213 4 96 x 5 C,0' 1 Sffq 9 drr
I'...
14 4.5-/a-7 5
118,65 .2548 t
.-j4'x`500 ,!,..72,09, 69'1
30,x.500 .157.53 335.6
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Call,'The SuperDlittibular'
( 2001 CALIFORNIA BUILDING CODE)
1. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR:
A. ALL CONTRACT DOCUMENTS.
B. OVISSICNS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS CF THE CONTRACT
DOCJM=NTS.
C. ALL -DIMENSIONS AND CONDITIONS AT T-iE SITE .
D. ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE
STRUCTURE.
E. NSURING PRORER ALIGNMENT OF FINAL STRUCTURE.
THE CONTRA—TOR
TOR SHALL IMM=DIATELY NOTIFY THE ARCHITECT AND TN= STRUCTURAL
ENGINEER Cr ANY DISCREPANCY OR OMISSICN BEFORE PROCEEDING WITH THE WORK.
2. ALL WORK SHALL CONFORM TO THE REQUIRED/=NTS OF ALL REGULATING AGENCIES
=XERCISING AUTHORITY OVER ANY PORTION 0= THE WORK, I.E. STATE CF CALIFORNiA,
DIVISION OF INDUSTRIAL SAFETY AND CAL/OS"A, E TC., AND SHALL CC`FGRM TO THE
CURRENT U B.C. OR LOCAL CODES.
3. ALL WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING IN THE VARIOUS
TRADES COMPRISING THE WORK.
4. ANY A.S ir/ DESIGNATIONS SHALL BE AS AMENDED TO DATE.
5, THE CONTRACTOR SHALL �ROVDE TEMPORARY ERECTION BRACING AND S!-CRING FOR ALL
STR;jCTJRAL MEV?ERS CR AS =c=^IJIRED FCR STRUCT'_'I2AL STA3ILITY 0= THE STRUCTURE
DURING ALL PHASES OF CON STRI_'C-ION.
5. SP=CIF IC NOTES AND DETAILS SHALL TAKEE PRECEDENCE OVER GENERA'_ NOTES AND
TYPICAL DETAILS.
7. CONTRACTOR SHALL GIVE DUE AND LEGAL NC TICS TO ADJACENT PR3P=RTY Ov%'NERS
R=GARDI;N'G THE RrROTECT,ON 0= THEIR PROP=RTY AND STRUCTURES WH;C� MAY B=
NECESSARY DU= TO EXCAVATON AND C:ONSTRUCTICN INDICATED :N THESE DRAWINGS
IN DU= TIM= PRIOR TO START OF EXCAVATION.
G=N.r2AL SPEC . F=02 SITE G2A:)iNG F_ EXCAVATION
1. ALL EXISTING FILL.. NEAR SURFACE SOFT SOILS VEGETATION, =R: _\D
^'STUR3=D COLS :.4 Tr+E STRUCTURE SLA3 C R V=�1,ENT AREAS ' -A_ 3=
EXCAVAT=D. Tr-:- =XCAVATED AR=AS SHALL Ez_E O:�SEKVED SY THE .33IL =1`I`:=cR
2. ARE-S TO R=CE!VE COMPACTED =ILL SHALL -= SCARIFIED TO A DE_-7H OF AT
E INC-=S AND MOISTENED, AS _REOUt;RED 'r3 08TAIN O=TI!✓;.M MC'S TU:R=
_ih5 ��i.L� CCi\/r AC IGri _0 90" Or Tnt v. ,x,vjM _i,ROrCAT,-,:RY
DENS1 DETER'./INED S'' ASTm D i�57-70 COMPACTION VE7rlc�D.
3. TH= LOOSE 'JCK;ETS OF THE SOIL SELOW T;` PROPOSED BOTTOMS OF' TH= z-XCAV.aT'ON
PLANEC SHALL 3= EXCAVATED AND RECOMPACTED TH= EXCAVATED AREA' SHALL 3E
INSPECTED AND APPROVED BY TnE SOILS ENGINEER PRIOR TO PACING CONTROLLED,
COfVIF-:.CTED FILL.
4. FILL CONSISTING OF THE SOIL APPROVED BY � i H.E SOILS ENGINEER. S'-iALL PLACED
IN CONTROLLED LAYERS WITH APPROVED COMPACTION EQUIPMENT. EACH LAYER ,SHALL
BE COMPACTcD TO AT L=AST 907. OF THE MAXIMUM LABORATORY DENSITY FOR THE
M ATE DIAL USED tHE FIELD 'DENSITY SHALL SE DETERMINED BY Tn= AS T M 155E- 04
METHOD OR EQUIVALENT.
5. THE EXCAVATED, ON SITE CLEAN FILL MATERIAL IS CONSIDERED SATiSFA.CTORY FOR
REUSE IN THE CONTROLLED F!L L. ALL IMPORTED FILL SHALL BE NONEXPANSIVE AND
APPROVED BY THE SOIL ENGINEER PRIOR TO USE IN CONTROLLED =ILL 4R=A. ROCKS
LARvER THAN S INCHES IN DIAM=TER_ SHALL NOT BE USED. UNLESS TricY ARE
SJF=!CIENTLY BROKEN DOWN.
WLELDING
1, Al,Lit C DIN OF HALL BE PERFORMED BY WELDERS HOLDING CURRENT CERTIFI
ALL WELDING SHALL B PERFORMED USING THE ELECTRIC ARC PRGCESS �iC�G1i�'J�A
WITH APPLICABLE POPIONS OF THE "CODE FOR ARC AND GAS WELDIN ILDI'-4 -,-P
CONSTRUCTION OF THE AMERICAN WELDING SOCIETY". ' �,� $'►
2. CONTINUOUS INSPECTION IS REQUIRED FOR FIELD WELDING OF STRUCTUI'f3'A .STEEL.
I c:i j
3. CONTINUOUS INSPECTION IS REOUIRED FOR WELDING OF REINFORCING - No. U 1 m
4. ELECTROOES SHALL BE E70XX.
4 i"f it
FOUNDATIONS
1. FOUNDAT,ON ENGINEER SHALL INSPECT FOOTING EXCAVATIONS TO VERIFY D PTH
PRIOR TO PLACEMENT OF FORMS AND/OR REINFORCING STEEL.
2. ALL BACKFILL SHALL BE RECOMPACTED UNDER THE SUPERVISION OF THE FOUN TION _
ENGINEER TO 90% OF MAXIMUM DENSITY. j f--
3. FOR SOIL INFORMATIO48 WHICH IS PART OF T HE CONTRACT DOCUMENTS, REFER TO �4�
- CyI�IC�zE� E
1. CONCRETE USED IN THE JOB SITE SHALL HAVE THE FOLLOWING COMPRESSIVE
STRENGTH AT AGE 28 DAYS-
LOCATION IN METHOD iOD OF" ULTIMATE
STRUCTURE PROPOR TIONING STRENGTH
A. Sl_A8 ON GRADE STANDARD 2 O PSI
B. WALL FOOTINGS STANDARD 00 PSI
SI
C. POST OR COL. FOOTING STANDARD zi
NOTE: NO INSPECTION
REQUIRED ON ALL OF THE ABOVE.
2. ALL
STONE
TOT111LF AGGREGATE
RG TO
ASTM C3.CONCRETE
SHALL BE TYPE OR CONFORMING TO ASTM C 150.
3, CONCRETE COVER REINFORCING STEEL SHALL BE AS FOLLOWS, UN-O.:
A. CONCRETE AGAINST EARTH �1NFORMED)....... .3"
B. CONCRETE AGAINST EARTH �FQr"1ED).......... 5521, C��-{{��
4. BEFORE CONCRETE
T O ENSURE TH� PROPER FLaCEMENTH LA`OOO)PDJ N�SASLEEVESCKI WITH
SERTS CURBS, DEPRESSIONS. ETC. REL ING TO THE WORK, tCANNS SHOWN IN TfIE
DRAWI�JGS. ANY CHANGE OR DISCREPANCY SHALL BE APPROVFD BY THE STRUCTUR
FNCINEER AND THE I ;:CAL BUILDING AGENCY PRIOR TO PLACING OF CONCRETE.
5. ALL. CONCRF-TE WITH A COMPRESSIVE STRENGTH IN EXCESS OF 2000 PSI AT 2B Doi t5
SHALL BE PLACED UNDER. THE SUPFRVISION OF A DEPUTY-INSPECTOR LICENSED 6Y
THE LOCAL BUILDING OFFICIAL. gE V� {�
6. PLACEMENT
DOFAOINE WORKINL, DA0YRP1RIORSTEEL
TO PL PLACING OF REIINFOR01 G STEEL OB SITE
7. CONCRETE QUALITY INSPECTION AND TESTS SHALL CONFORM TO THE LOCAL BUILDING
CODE REQUIREMENTS FOR CONCRETE DESIGNED BY ULTIMATE STRENGTH METHOD.
8. ALL CONCRETE WIXES SHALL CONFORM TO THE PROPORTIONS
p ESTABLISHED
�, BYRCODE FOR
ENGAGERIO CERTOIFIEOE NDEPENOENT 5 ESEOINC LDABORA ORY TORPF�EpARTRMI DESiGNSLL
"FOR THE WORK. COPIES OF SUCH MIX DESIGN AS WELL AS 7 DAY AND 28 DAY
CYLINDER TEST RESULTS SHALL BE SENT TO 'THE STRUCTURAL ENGINEER AND THE
METHOD 11 IS REQUIRED OP110NAL FOR OTHERS.
REINFORCING STEEL
1, A. ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED 13ARS CONFORMING TO
ASTM A515• GRADE 40. UNLESS NOTED OTHERWISE ON DRAWINGS,
B. WELDED WIRE FABRIC SHALL BE MADE OF COLD DRAWN WIRE AND SHALL CONFORM
TO ASTM A 185.
2. ALL BARS SHALL BE FREE OF RUST. GREASE, MILL SCALE OR ANY MATERIAL WHICH
MIGHT AFFECT ITS BOND TO CONCRETE.
3. ALL BAR BLENDS SHALL BE MADE COLD.
4. BAR LAPS SHALL SE4 MADE AWAY FROM POINTS OF MAXIMUM STRESS OR AT LOCATIONS
SHOWN ON THE DRAWINGS AND AS INDICATED BELOW. THE MINIMUM AMOUNT OF r';Y
LAP SHALL BE 2 FEET FOR CONCRETE AND 40 DIAMETERS FOR CONCRETE BLOCK
MASONRY UNLESS NOTED OTHERWISE.
5. AL TESTING OF REINFORCING !STEEL SHALL BE AS (REQUIRED BY LOCAL
CGDE OR AS 07HERWISE NOTED IN THE SPECIFICATIONS. tipr�S��o, _
6. PRIOR WELDING PROCEDURE APPROVAL IS REQUIRED FOR WELDING OF CR fJ t
REINFORCING STEEL. ts-p 1 T����
STRUCTURAL STEEL(
z; rvg. 3W3 j 1"
1. SIR UCTURAL STEEL ROLLED SECTIONS AND PLATE USED IN THE WORK ISMS Lk,
TO ASTM A36. -
2. PIPE COLUMNS SHALL BE WELDED SEAMLESS PIPE CONFORMING TO AS
'B" PIPE. L
3. SQUAREONFC DING EC ASTM A SQO TUBES SHALL BE WELDED SEAMLESS SECTIONS
GR
4. AIAIOCF GI 1 RED DEP1 L i� PECT'ORI LICENSEDOBX SAME��DY.NTIfNUOWS CT1UN
5. ARkRRCEIVE O E S!-40P COAT �OF PAINTTASODE OCRI6EDBlN 7HEES EDI[I AT10NS.ETE HALL
6 SrOF PPROO/EVD�SOIPORAW NAGS SHAPON BEoN AAVJ4O�OTRCF2�S OWN SK7R
7. BOI�NFORMINGE701CNS AS71v1U A30�N 90L'f SHALLHBI �3�ON UNLE55NOTHERWISBONOTED.
B. CONTRACTOR SHALL PROVIDE BRACING AS REQUIRED TO MAINTAIN THE AUGMENT OF
THE BUILDING-FRAME UNTIL ALL WELDING IS COMPLETED AND/OR SLABS AND WALLS
ARE POURED.
TABLE 1SA-F 2001 CALIFORNIA BUILDING CODE
TABLE 1SA-G
TABLE 16A-F—WIND STAGNA71ON PRESSURE(q,)AT STANDARD HEIGHT OF 33 FEET(10 058 mm)
Basic wind speed(mph)I(x 161 for km/h) 70 80 90 100 i10 120 130
Pressure qJ(psf)(x 0.0479 for kN/m2) 126 16.4 208 256 310 369 43.3
tWind speed from Section 1618A.
TABLE 16A-G--COMBINED HEIGHT,EXPOSURE AND GUST FACTOR COEFFICIENT(Ce11
HEIGHT ABOVE AVERAGE LEVEL OF
ADJOINING GROUND(teen
r x 304.8 for mm it EXPOSURF D EXPOSURE C EXPOSURE B
0-15 1 39 1.06 062
20 1 45 1 1 3 067
25 150 1 19 0 72
30 1.54 1 23 076
40 162 131 084
60 173 1.43 095
80 181 1.53 104
100 188 161 113
120 193 167 120
160 202 179 131
200 2.10 187 142
300 223 205 163
400 234 219 180
1Values for intermediate heights above 15 feet(4572 mm)may be interpolated.
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RosemeaA, CA 91770 Dzitr: u.
Tel: (626) 288-0708 Fax: (626) 280-4166 S11eet M.
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Tel: (626" 288-0708 l a.x: (620) 280-4166
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