SFD (07492)54660 Avenida Madero
07492
T a
_ihf 4
P.O. BOX 1504 No.
Building 54-660 Madem 78-105 CALLE ESTADO
Address LA QUINTA, CALIFORNIA 92253
Mailing
Address 45-254 Smur • #22
City Zip Tel.
Indio 92242 347-3125
Contractor
Address
Zip
State Lic. I City
& Classif. 547847 Lic. #
Arch., Engr.,
Designer
Address Tel.
CityI Zip I State I
Lic. #
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that 1 am licensed under provisions of Chapter 9 (commencing with Section
70 OO) of Division 3 of the Business and Professions Code, and my license is in full force and
effect.
SIGNATURE DATE
OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractors License Law for the following
reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a
permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also
requires the applicant for such permit to rile a signed statement that he is licensed pursuant to
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that. he 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).
0 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, Buisness and
Professions Code: The Contractor's License Law does not apply to an owner of property who
builds or improves thereon and who does such work himself or through his own employees,
provided that such 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 did not build or improve for the purpose of sale.)
❑ I, as owner of the property, am exclusively contracting with licensed contractors to con-
struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law
does not apply to an owner of property who builds or improves thereon, and who contracts for
such projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
❑ 1 am exempt under Sec. B. & P.C. for this reason
Date. ,/ 7 .4 - `'Owner
WORKERS' COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self -insure, or a certificate of
Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
❑ Copy is filed with the city. O Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed if the permit is for one hundred dollars ($100) valuation
or less.)
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.
Date Owner
NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become
subject to the Workers' Compensation provisions of the Labor Code, you must forthwith
comply with such provisions or this permit shall be deemed revoked.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the
work for which this permit is issued. (Sec. 3097, Civil Code.)
Lender's Name
Lender's Address
This is a building permit when properly filled out, signed and validated, and is subject to
expiration it work thereunder is suspended for 180 days.
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 this city to enter the above-
mentioned property for inspection purposes.
Signature of applicant Date
Mailing Address
City, State, Zip
BUILDING: TYPE CONST.
A.P. Number 774'•M-008
OCC. GRP.
07492
Legal Description
Project Description Single Fmii4/ DwIlina
REMARKS
n 1 "moots r> e_" 6-1 00 r * 4
►. ..... Fifa ; ar:.>;Y
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DATE INSPECTOR
Issued by: Date 4/3/" Permit
Validated by:
Validation:
Is
Sq. Ft.
Size
No.
Stories
No. Dw.
Units
New ❑ Add ❑
Alter ❑ Repair ❑ Demolition ❑
Estimated Valuation
$96=661
PERMIT
AMOUNT
Plan Chk. Dep.
250.00
Plan Chk. Bal.
279.37
Const.
626.00
Mech.
53.50
Electrical
1.16,121
Plumbing
157,50
S.M.I.
9.74
Grading
MIMI
Driveway Enc.
20.00
Infrastructure
TOTALi . 5 4
REMARKS
n 1 "moots r> e_" 6-1 00 r * 4
►. ..... Fifa ; ar:.>;Y
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DATE INSPECTOR
Issued by: Date 4/3/" Permit
Validated by:
Validation:
Is
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBING FEES
1ST FL. SQ. FT. ® $
2ND FL SQ. FT.
POR. SO. FT. @
GAR. SQ. FT. ®
CAR P. SO. FT.
WALL SQ. FT. ®
SQ FT ®
ESTIMATED CONSTRUCTION VALUATION $
UNITS
MOBILEHOME SVC.
POWER OUTLET
YARD SPKLR SYSTEM
BAR SINK
ROOF DRAINS
DRAINAGE PIPING
DRINKING FOUNTAIN.
URINAL
WATER PIPING
NOTE: Not to be used as property tax valuation
SLAB GRADE�0
FLOOR DRAIN
MECHANICAL FEES
01
WATER SOFTENER
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
WASHER(AUTO)(DISH)
APPLIANCE DRYER
194
SE E
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
DUCT WORK
LAUNDRYTRAY
AIR HANDLING UNIT CFM
KITCHEN SINK
ABSORPTION SYSTEM B.T.U.
TEMP USE PERMIT SVC
WATER CLOSET
COMPRESSOR HP
POLE, TEM/PERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER. B.T.U.
SQ. FT. ®c
1BATH TUB
SQ. FT. ® c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SQ. FT. RESID ® 11/4 c
SEWAGE DISPOSAL
BOND BEAM
SO.FT.GAR ® 3/ac
HOUSE SEWER
FINAL INSP. �� /3
$
GAS PIPING
PERMIT FEE
PERMIT FEE
PERMIT FEE
DBL
TOTAL FEES
MICRO FEE
MECH.FEE PL.CK.FEE
CONST. FEE ELECT. FEE
SMI FEE PLUMB. FEE
STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR -
SETBACK ��/ 7�
�JL
�'A Lo"
UNDERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE�0
A110
ROUGH PLUM
01
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS
194
SE E
ROUGH WIRING.
DUCT WORK
ROCK STORAGE
FOUND. REINF.
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APPJEQUIP.
r REINF. STEEL 1� �0
GAS (FINAL)
TEMP. POLE
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
FINAL INSP. �� /3
$
GRADING
cu. yd.
—Plus—X$—=$
LUMBER GR.
FRAMING 712,41,Aq
FINAL INSP.
�1
ROOFING �
� ` �A /J�j
77 N
REMARKS:
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING4—fgfi//I/
MESH
INSULATIONISOUND
FINISH GRADING
FINAL INSPECTION fA9
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURES/INITIALS
GARDEN WALL FINAL
bk
Fitch Engineers Inc.
May 23, 1990
City of La Quinta
78 105 Calle Estado
La Quinta, Ca. 92253
SUBJECT: Lot 15 Block 272 Unit No. 25 Santa Carmelita at Vale
La Quinta.
Gentlemen:
I hereby certify this date that the finished floor is set at 99.76.
The top of curb at the north property line is 98.18.
The finished floor is 1.63 above the curb.
Respectfully,
WM. H. FITCH
R.C.E. 12571
CIVIL ENGINEERING — PLANNING — SURVEYING — DESIGN
P.O. BOX 455 I PALM DESERT, CA 92261
(619) 345-7667
Buena Engineers, Inc.
- `n51 F 7y -811a Country Club Drive
Bermuda Dunes, Cxeeuo1 ^(a1y)u4s 1588
'
Client Name
DATE
JOB NO.10PROJECTLOCATIONCO�NTI�ACTOR
LOT
NO.
ELEVATION
FIELD TESTING
REFERENCE CURVETEST
MOISTURE
CONTENT
DRY
DENSITY
lbs./Cu. ft.
MAXIMUM'
DRY
DENSITY
MAXIMUM
DRY
DENSITY
OPTIMUMNUMBER
MOISTURE%
CONTENT112.00-
OWNERWEATHER
0 at AMca
4
0 at PMPRE
SENT AT SITE
\
`
^
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CLIENT REPRESENTATIVE SIGNATURE
` .
/
FI]EID, -RIEPORT
TECHNICIANS SIGNATURE 16127
TEST LOCATION
LOT
NO.
ELEVATION
FIELD TESTING
REFERENCE CURVETEST
MOISTURE
CONTENT
DRY
DENSITY
lbs./Cu. ft.
MAXIMUM'
DRY
DENSITY
MAXIMUM
DRY
DENSITY
OPTIMUMNUMBER
MOISTURE%
CONTENT112.00-
Q07-
\
`
^
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CLIENT REPRESENTATIVE SIGNATURE
` .
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FI]EID, -RIEPORT
TECHNICIANS SIGNATURE 16127
P9
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P 0 NS®N BROTHERS & ARROYO
COMMERCIAL & RESIDENTIAL DESIGNS
GENERAL CONTRACTOR, LIC. 547897
45-250 SMURR 19 12
INDIO CA. 92201
(519)347-2470 i 347-31.15
DESIGNERt JUAN R CASTILLO
FOR 15 A.P 774 -262 -010 -
PLAN (C)
11
A
1]
0
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of
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01
SHEE7 INDEX
1. 7I7LE PASE
2. 9RADIN9 PLAN
3. FINISH FLOOR PLAN W IN7ERIOR DIMENSIONS
4. SI7E PLAN
5. 70UNDA7ION PLAN
6. DIMENSION FLOOR PLAN
7. FINISH FLOOR PLAN
8. FRAMING PLAN
9. S7RUC7. CROSS SEC7ION A, [3, C
10. S7i21IC7. C120SS SEC7I0N D
17. S7RUC7. CROSS SEC7I0N A, z3 OF EN7RY ROOM
72. FINISH ROOF PLAN
13. EX7Ei2IOR ELEV,47I0NS 7RON7, LE77, 819117
14. EX7ERIOR ELEVA7ION, i2EAR ELEVA7ION
15. ELEC7RICAL PLAN
W
J
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u
t
40
Ci
IISI7E /ALAN 11 1 /8L=1 " II I
11 PINSON BR07H6RS & ' ARROYO ( FOR PLAN (A) (B) (C) 11
96NERAL IN70RRA7ION FOi2 LO7S (15) (16) (17 )
PLANS (A)(B)(C)
707AL SQ,F7. OF LAN[ (50'-0"X100-0') 10,000
707AL SQ.F7. OF LIVING AREA.......... 1;700
707AL SQ. F7. OF 9ARA9E AREA.......... 425
707AL SQ. F7. OF PA7I0 AREA........... ' 195
707AL SQ.77. OF SIDEWALKS, DRIVElGIAY AND .
LANDSCALINg A6R AS....... 2,320
707AL SQ. F7. OF TRON7A96 LANDSCALING
AREAS ................... 408
LEGAL DESCRIP 7ION:
L07S 15,16,17 OF BLOCK 272 07 S4N74 CARM6LI7A A7
VALE LA QUIN7A UNI7 NO. 25 AS PER MAP RECORDED IN
BOOK 19 PASE 50-52 OF MAPS IN 711E OFFICE 07 .7/16
COUNTY RECORDER OF SAID COUN7Y,
LANDSCAPING PLAN7S:
B07ANICAL NAME
1) 7ECOMARIA CAPENSIS
2) EUONYMUS ;APONICA
(AUREO VARIEGA7A)
3) LIU9YS7RUM 7EXANUM
4) i I770Si ORUM 7021RA
5) NANDINA DONES7ICA
(HARBOURD, WARF)
6) GARDENIA JASMINOIBES REI7CRLL
7) CERA70NIA SILIQUA
8) MORUS ALBA
9) HIBISCUS ROSA-SINENSIS
10) gREVILLEA ROBUS7A
11) 7HU;A ORIEVALIS
12) FICUS RE7USA NI7IDA
COMMON NAME SIZE
CASE HONEYSUCKLE
5
GALS.,
9OLDSB07 EUONYMUS
5
GALS.
WAX LEA7PRIVE7.
5
GALS.
WHEELERY DWARF
HEAVENLY BANB00
EVERBL00MING
5
GALS.
CAROB 7REE
15
GALS.
MAPLE LEAF MULBERRY
15
GALS.
SAN7ANA HIBISCUS
SILK OAK 7REE
1 5
GALS.
9ALS.
ARBOR VI7AE
5
INDIAN LAUREL FIG
15
GALS.
0
yENERAL N07ES OF SEP7IC TANK AND SEEAGE P17,
II PINSON BR07KERS & ARRO40 1. II
0
SEP7IC 7ANK AND gREASE IN76RCEP70R SPECIFICA7IONS
1) MA76RIAL SP6CI7ICA7IONS:
0
A) CONCRETE, ��OR7LAND CEMEN.7 7y/ II, MINIMUM
CO�Ii�RSSIVE S7RENG7H 3,000 P.S.I. 47 28 DAYS,
B) REINTORCINy BAR IN7ERMEDIR7E 9RADE AS7M 4615.
i C) ..REINTORCING WELDED WIRE DESK AS70 ,4185.
2) PRE -CAST UNI7 COA7ED INSIDE AND 0117 WI7K HUN7S
/PROCESS BLACK NO. 120, AS70 C-309, 7YPE IV-AS7M
D-4,1 -7. K. A; REQUIREMEN7S.
3) ALL DIMENSIONS t 0/2 - N07 70 BE USED FOR CON.S7RUC7ION
PURPOSES UNLESS CER7I7IED.
4) PRE -CAST UNI7 70 BE PLACED ON NA7URAL SOIL OR APPROVED
COMPAC7ED TILL.
5) IN76RNAL 7I77INg 4" A.B.S. SEWER AND DRAIN, U.P.C.
APPROVED,
6) S7ANDARD GROUND WA7ER SEAL - BU7yL RODE MAS7IC OR
CEMEN7 MOR7AR.
fo !I, 7) M.C. N077INgHAM OR APPROVED EQUAL.
SEEPAGE P17 AND DIS7RIBU7I01V BOX SPECI7ICA7IONS:
1) MA76RIAL SPEC171CA7IONS:
i
A) CONCRE7(-r, P0127LAND CEMEN7 7YPE II, MINIMUM COMPRESSIVE
S712ENG7K 3,000 P.S.I. A7 28 DAYS.
[3) i2EIN7012CITNg BAR IN7ERMEDIA7E gRADE ASTM A615,
C) REINFORCING WELDED WIRE (MESH AS70 A185.
.2) PRE-CAS7 UN17 COA7ED INSIDE AND OU7 WI7K hUN7S PROCESS
BLACK NO. 720, ASTM C-309, 7YPE IV - AS7M D-47-T.K.A.
REQUIREMENi,S.
3) ALL DIMENSIOXS t. -OR - N07 70 BE USED FOR CONS7RUC7I0N
PURPOSES UNLESS MUI7IED.
4) M, C. N0771NghAM OR APPROVED EQUAL.
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yi?ADING PLAN N07ES (1 Of 1 )
II PINSON tai?07HERS 8 ARRO40 11
1) UNLESS N07ED, ALL WORK SHALL, BE DONE ACCORDING 70
7HE S7ANDARDS AND SPECITICA7IONS OF 7HE CI7Y OT
2) INSPEC7I0N Of yRADING SHALL BE IN ACCORDANCE 017H
"ENGINEERING GRADING REQUIREMEN7S" Of 7HE UNI7ORM
Bl1ILDIN9 COBE CHAP7ER 70.
3). A GRADING PERM17 FROM 7HE CI7Y Of SHALL BE
O37AINED PRIOR 70 7HE COMMENCEMEN7 07 GRADING.
4) AN ENCROACHMEN7 PERM17 FROM 7HE CI7y OF
PUBLIC WORKS DEPAR7MEN7 SHALL BE 037AINED PRIOR
70 ANY gRADING U17HIN t?IGH7-07—WAY OR C0NS7RUC7ION
ON 7HE DRIVEWAYS.
5) ON SI7E SUB—/SASE OR BASE WI7HIN 7RAVEL UAY MUS7
BE COl7PAC 7 ED 70 A RELA7I VE 95%.
6) AREA 70 RECEIVE TILL SHALL BE PREPARED AND APPROVED
By 7HE SOIL ENGINEER PRIOR 70 PLACING TILL.
7) ALL GRADING WORK SHALL BE [DUNE WHILE TAKING ANY
REASONABLE NECESSARY S7EPS 70 Pt?EVEN7 CREA7I0N
OF A NUISANCE INCLUDING, BU7 N07 LI 17ED, 70
SPILLAGE, DLS7, EROSION AND NOICE CON7ROL.
8) 7HE LOCA7ION OF EXIS7IN9 SUR74CE AND UNDERGROUND
U7ILI7IES ARE SHOWN IN AN APPROXIM47E WAY ONLY.
7HE CON7RAC7OR SHALL DE7ERMINE 7HE EXACT LOCA7ION
07 ALL EXIS7IN9 U7ILI7IES 367ORE COMMENCING WORK.
HE AGREES 70 BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGH7 BE HIS FAILURE 70 EXAC7Ly LOCA7E
AND PRESERVE ANY AND ALL SURFACE AND UND6R9ROUND
U7ILI7IES. THE CON7RAC70R SHALL CALL UNDERGROUND
SERVICE ALER7 7UO WORKING DAYS PRIOR 70 ANY
EXCAVA7I0N (1-800-422-4133).
9) ANY IMPROVEMEN7S INS7ALLED U17HOU7 INSPEC7IO1V BY
P113LIC WORKS DEP7. WILL 3E SU21EC7 70 REMOVAL.
70) INSPEC7IONS REQUIRE MINIMUM OF 706N7Y—TOUR (24 )
HOUR N07ICE .
11) 7HE CI7Y OT WILL N07 GIVE ASSURANCE 7H.47 7HIS
PLAN IS COMPLE7ED AND WILL M47CH EXIS7IN9 FIELD
CONDI710XS.
9
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rRADINg N07ES, 7072
11 PINSON BR07HERS 8 ARROYO 1. 11
7) ALL CONS7RUC7ION ON-SI7E SHALL CONFORM 70 7HE
R6QUIREl7EN7S OF 7HE CI7Y OF RIVERSIDE COUN741, CA. ,
7I7LE 25 Of CALIFORNIA ADMINIS7RA7IVE CODE, CHAP76/2
2 AND 7HC UNIFORM PLUMBING CODE,
2) ALL rRADINg SHALL BE DONE IN CONFORMANCE 4/I7H 7HE
UNIFORM BUILDIN9 CODE CHAP7ER 70, R69ULA7INjr 7HE
CXCAVA7ION OF LAND AND AMCNDMCN7S 7HERE70, 7HC .
REQUIREMEN7S Or 7HE CI7Y OF RIVFRsT1),r roilg(744, rQ
AND 7HE RCCOM(1ENDA7ION OF 7HE SOILS REPOR7.
3) CARE SHALL BE TAKEN 70 PR076C7 ALL CONS7RUC7ION S7AKES.
RE -SURVEY RESUL7IN9 FROM CARELESS OPERA7I0N SHALL BE
[SACK CHARgED 70 7HE CON7RAC70R.
4) NO WORK SHALL BE ACCOMPLISHED W17HOU7 A CI7y GRADING
iPERMI7.
5) NO GRADING SHALL BE S7AR7ED U17H0U7 7IRS7 N07I7YING
BUILDING DEPAR7MEN7 48 HOURS IN ADVANCE 7HA7 A PRE-
gRADING MEC7ING 47 7HE SI7E IS REQUIRED BEFORE S7Ai�7
07 GRADING 017H 7HE FOLLOUIvg PEOPLE PRESEN7: OWNER,
GRADING CON7RAC70R, DESIGN CIVIL ENgINEER, SOILS
ENGINEER, ROAD DEPAR70EN7 OR 7HEIR REPRESEN747IVE. A
48 HOUR N07ICE REQUIRED PRIOR 70 S7AR7 OF TRADING.
6) 7HE PERMI77EE OR HIS AGEN7 SHALL N07IFY 7HE BUILDING
OFFICIAL WHEN 7HE GRADING OPERA71ON - READY FOR EACH
OF 7HE FOLLONIN9 INSPEC7IONS:
A) INI7IAL INSP(EC7ION. WHEN 7H6 P(ERMI77EE IS READY
70 BEgIN WORK BU7 N07 LESS 7HAN 71dO DAYS BEFORE
ANY gIRADINg OR BRUSHINg IS S74R7ED.
2) ROUGH rRADING: WHEN ALL ROUgH rRADING HAS 266N
COMPLE76D. 7HIS INSP6C7ION MAY 136 CALLED FOR
47 7HE COMPL67ION OF ROUGH GRADING.
C) FINAL: WHEN ALL WORK, INCLUDINg INS7ALLA7ION OF
ALL PR076C7IV6 DEVICES HAS [3EEN COMPL676D AND 7HE
AS -GRADED PLAN, PROFESSIONAL CER7IFICA7IONS AND
7HE R6QUIR6D REPOR7S HAVE BEEN SUB0177ED,
7) FILLS SHALL BE COnPLE7ED 7HROU9HOU7 70 900 DENSI7Y
AS DE7E12MINED BY A. S. 7. M. S7D. NO D-7557, LA7ES7
EDI7I0N, SLAYER ME7HOD, AND CER7IFI6D By 7HE SOIL
ENGINEER,
8) AREAS 70 BE gRADED SHALL 13E PROPERLY PREPARED IN
ACCORDANCE W17H. 7HE PRELIMINARY SOILS REPOR7 AND APPROVED
13Y 7HE BUILDINg OFFICIAL AND SOILS ENgINEER PRIOR 7O
PLACING 07 FILl.
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CRADIN9 N07ES 2072
PINSON BR07HERS & ARROYO
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9) 7HE EXISTING IRRIGA7ION LINES AND CIS7ERNS SHALL BE
R(SmOVED, OR CRUSHED IN PLACE AND BACKFILLED, AND
APPROVED By W BUILDING OFFICIAL AND SOILS ENGINEER.
•
10) .7HE SOILS ENGINEER SHALL BE RESPONSIBLE FOR 7KE QUALI7y
OF THE WORK PER70RMED By 7HE yRADING CON7RAC70R, AND
EXERCISE SLIFFICI N7 SUPERVISORY CON7ROL DURING CRADINg
70 INSUE COMPLIANCE W17H 7KE PLANS, SPECIFICATIONS. AND
CODE b)I7HIN KIS PURVIE6).
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1.1) 7KE DESI9N CIVIL ENGINEER SHALL -EXERCISE SU771CIEN7
SUPERVISORY CON7ROL DURING GRADING AND CONS7RUC7I0N
70 INSURE COMPLIANCE U17H 7HE PLANS, SPECI7ICA7IONS,
AND CODE U17HIN HIS' PURVIEU.
• 12) DUST SHALL BE CONTROLLED By UA7ERING.
13) 7H(S LOCA7IOil' AND PR07EC7ION OF ALL U7ILI7IES IS 7KE
RESPONSIBILI7y Or 7HE PER0177EE AND 7KE PER0177EE
SHALL NO7I7y ALL AFFECTED U7ILI7IES 48 HOURS IN
ADVANCE OF ANY UORK.
14) APPROVED PR07EC7IVE MEASURES AND 76MPORARY DRAINAGE
PROVISIONS nUST BE USED 7O PR07EC7 AD;OINING PROPER7IES
DURING GRADING PRO;6C7.
15) PRIOR 70 FINAL APPROVAL, 7HE DESIGN CIVIL ENgINEER
• SHALL CER7I7Y 70 7KE BUILDIN9 OFFICIAL 7KE SITE HAS
BEEN GRADED 70 7HE LINE AND GRADE SHOG)N ON 7KE APPROVED
YRADING PLAT.
16) 7HE DESIGN CIVIL ENGINEER SHALL CER7I7y THAT 7KE GRADES
SHOldN ON THE PLANS MEE7 7KE F. I. R. /7. REQUIR6MEN7S AND
CI7y FLOOD PR07EC7ION ORDINANCE.
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gENERAL N076S
i
PINSON BROTHERS 8 ARROYO i
96NERAL CONS7RUC7ION N07ES FOR SI76 PLAN (7 OF 1)
REMOVE ALL BUILDINgS NI7KIN 700 (Z") F667 BELOW PROPOSED.
FINISH GRADE. DISPOSE OF RUBBLE FROM BUILDINgS OFF Of THE
SITE.
REMOVE ALL 7REES IN A SAFE MANNER SO AS N07 70 DES7ROY i
OR DIS7URB ABU77IN9 RESID6N7IAL PROPER7Y Oil 07h6R 7RE6S ON 711E
SI76. REMOVE ALL S7UMPS 70 7W0 7£67 (Z") BELOW PROPOSED GRADE. i
i
PRUNE ALL DEAD BR'ANCRES AND S7112S FROM 711E 7REES INDICA7ED
70 BE PRUNED. PRUNING SHALL BE IN ACCORDANCE 70 711E S7ANDARDS
07 IN76RN47IONAL SOCI67Y OF ARBORICUL7URE. 7REA7 ALL CUTS AS
SPECIFIED.
REMOVE VINES FROM ALL 7REES AND COMPLE76LY CLEAR ALL
UNDERBRUSH.
PR07EC7 ALL EXIS7ING 7R66S 70 - REMAIN 7RO17 DAMAGE DILE 70 I
CONS7RUC7ION VEHICLES. N07I7Y 711E LANDSCAPE ARCKI76C7 i
�
IMMEDIA7ELY OF ANY DAMA96 OR WOUNDS.
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DUS7 CONTROL
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AS SOON AS 711E GRADING IS COMPLE76D ON EACH SEC7I0N, A
7EMPORARY SPRINKLER SYS768 SHALL BE SE7 UP AND 7116 AREA SEEDED
0I7K A COVER- CROP SUCH AS BARLEY, RYE OR SUDAN GRASS, DEPENDING
UPON 711E SEASON. 711E SOWING RA76 SHALL BE N07 LESS 711AN 750
LBS. PER ACRE FOR BARLEY AND RYE GRASS AND 32 LBS. FOR SUDAN
GRASS. WA7ERIN9 SHALL CON7INUE UN7IL A GROW7H OF 8" MIN, HAS
BEEN OBTAINED AND 7H6 COVER CROP IS UNIFORM 7KROUGHOU7 711E AREA.
THIS SHALL APPLY 70 ANY AREA DIS7URBED BY 711£ DEVELOPER, KIS
CON7RAC7ORS, SUBCON7RAC7ORS OR ANY 07HERS PERtORMINg WORK i
RELA76D 70 711£ PRO;EC7. ALL S70CK PILE, BORROW SI76S AND HAUL i
ROADS SHALL BE 7REA7ED IN A SIMILAR (TANNER.
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GENERAL N07ES.
II PINSON BR07HERS 8 ARROYO I
9ENERAL N07ES
/PROVIDE 71ZA7 PROP6R7Y RUBS BY
IDEN7I7YIN9 7AgS A77ACHED ARE
126QU6S7 70/2 FIRS7 INSPEC7I0N.
(SEC7ION 301, U. B. C. )
A LICENSED SIZI VEYOR WI7H .
IN PLACE PRIOR 70
S70RAGE OF BUILDING MA76RIALS OR DEBRIS SHALL BE
CONFINED 70 711E L07 FOR WHICH PERM17 IS ISSUED,
AD;ACEN7 VACANT PROPER7IES MAY N07 BE LL7ILIZED FOR
7HIS PURPOSE UNLESS ORI77EN PER17ISSION OF OWNER IS ON
FILE 0I7/1 7HIS OFFICE. 711E PUBLIC RIgH7-OF-WAY SHALL
BE MAIN7AINED IN A CLEAR CONDI7ION A7 ALL 71176S,
CON7RAC7OR AND/OR OWNER SHALL PROVIDE A 7RASH BIN 70
INSURE PROPER CLEAN UP Of ALL BLIILDINyr MA7(SRIALS.
ALL CON7RAC7ORS SHALL HAVE A CLLRREN7. VALID CI7Y
BUSINESS LICENSE PRIOR 70 PERl7I7 INSURANCE.
ALL CON7RAC7ORS AND/OR OWNER BUILDERS MUS 7 SU2017
C(ER7I7ICA7E OF UORKOAN' S C08PENSA7I0N INS;ZRANCE
COVERAGE PRIOR 70 INSURANCE OF BUILDING PERM17.
(380), CALIFORNIA LABOR CODE)
g6NERAL CON7RAC7ORS AND/UR . OWNER BUILDER SHALL
COMPLE76 AND SUBM17 A SUBCON7RAC70R' S LIS7 FORM 70
7HE BUILDING DEPAR7t-lEN7 PRIOR 70 Rr-QLES7 FOR FINAL
INSPEC7I0N.
APPROVED 7EOPORARY S4S17412Y 74CILI7IES
CHEMICAL 70ILE7 S114LL BE ON 7HE CONS712UC7ION SI7E
PRIOR 70 REQUES7 70/2 7I12S.7 INSPEC7I0N. )
(SEC7ION 54760 HEAL711 AND SA77EY CODE),'
PRIOR 70 REQUES7ING A 70LIND47ION INSPEC7I0N, 7HE
OUXER'S ENGINEER SHALL FIELD VERIFY 7HE BUILDING
PAD HEIGH7 AND SUBM17 A LE77ER 70 7HE CI7Y
E,N9INEER CE/27I7YING 7HE BUILDING PAD HEIGH7 AS
COOPLYING. 1,)1711 711E APPROVED. gRADINg PLAN.
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9ENERAL N07ES (7 OF 3)
PINSON BR07HERS 8 ARROYO
BUILDINy PER817S: 78E PLAN CHECK FCC AND 7HE BUILDINy
PERO17 SHALL BE SECURED AND PAID FOR BY THE OWNER. ALL 07HER
PERM17S, LICENSES, FEES, 67C., REQUIRED FOR 7HE EXECU7ION O7
78E WORK SHALL BE /SAID FOR By 7HE' CON7RAC70R.
• SAMPLES AND SHOP DRAWINGS: SMALL BE SUBn177ED FOR ALL
I7EnS AS REQUES7ED IN 7HE RESPEC7IVE SECTIONS BELOW OR ON 7HE
PLANS. SUB017 FOUR (4) COMES OF ALL REQUIRED SHOP DRAWINGS
70 7HE ARCHI7EC7 FOR APPROVAL.WI7HIN 7HIR7Y-FIVE (35) DAYS 07
7HE DA7E OF 7HE CON7RAC7 AND PRIOR 70 FABRICA71NG 0/2 INS7ALLINy
ANY OF 7HE WORK COVERED BY SHOP DRAWINGS. 7HE CON7RAC70R SHALL
CHECK AND REVIEW EACH DRAWING AND SAMPLE AND SHALL FORWARD 7HE
DRAWING OR SAMPLE 70 7HE ARCHI7EC7 FOR APPROVAL ONLY A77ER HE
IS S47IS71ED 7HA7 7HE 17EM MEE7S 7HE REQUIREMEN7S OF THE PLANS
AND SPECS,
INSURANCE: 7HE CON7RAC70R SHALL BE REQUIRED 70 MAIN7AIN
• INSURANCE COVERAGE AS REQUIRED By 7HE S747E, LOCAL GOVERNMEN7S
AND WI7HIN THE MINIMUM LIM17S AS REQUIRED By 7HE OWNER.
SAN17ARY UNI7: 7HE CON7RAC70R SHALL FURNISH A SAN17ARY
UNI7 ON 7HE BUILDING SI7E. UNI7 SHALL BE MAIN74INED IN A
SAN17ARY CONDI7ION, WOUGHOU7 7HE CONS7RUC7ION OF 7HE EN71RE
IRO;EC7.
ORDINANCES: CONS7RUC7ION AND BUILDING MA76RIALS SHALL
CON70RO 017H THE REQUIREMEN7S OF ALL APPLICABLE CODES AND
ORDINANCES. IN CASE 07 CON7LIC7 BE7WEEN ANY SUCH APPLICABLE
DOCUMEN7S 0EN71ONED 4130VE AND 7HE SPEC171C.4710NS AND DRAWINGS,
• 7HE HIGHES7 REQUIREMENTS SHALL GOVERN, N,0 EX7RAS SHALL BE
ALLOWED FOR CHANGES 70 MAKE WORK CONFORM U17H REGULA710NS OR
ABOVE77EN710NED DOCUMEN7S OR GOVERNING AGENCIES, BU7 EACH SH;4 ( f
BE CONSIDERED AS COMPLE7ELY INCLUDED IN 7HE CGN7RAC7' PRICE.
LAYOUTS: 7HE INS7ALLA7,7ON OF PROPER7y CORNER MONUOEN7S
13Y A LICENSED LAND SURVEYOR SHALL BE 7HE RESPONSIBILI7Y OF 7HE
OWNER. 7HE GENERAL COA17RAC70R IS RESPONSIBLE FOR 7HE LOCA71ON
OF ALL WORK ON 7HE SI7E AND IS RESPONSIBLE FOR 7HE PR07EC710N
07 7HESE EXIS7ING MONUM7:N7S. SHOULD 7HEY 96COME MISPLACED OR
DAMAg6D DURING CONS7RUC710N, 7HE CON7RAC7OR SHALL BE RESPONSIBLE
FOR FURNISHING ALL NECESSARY GRADES AND LI8I7S 70 SUBCON7RAC70RS
A7 7HE 7IME REQUIRED.
7ES7S: IF, IN 7HE OPINION 07 7HE S7RLC7URAL ENgINEER, ANY
07 7HE WORK OF 7HE CON7RAC7OR IS N07 SA7IS74C70RILy EXECU7ED,
7HE CON7R.4C7OR SHALL MAKE ANY 7ES7S 7HA7 7HE S7RLC7URAL ENGIIVEER
MAY DEED ADVISABLE 70 DE7ERMINE I7S PROPER CONS7RUC7I0N. ALL
• 7ES7S PRO!-'IDING SA7IS7.1-%lC70RY RESUL7S AND IiVDICA7ING CON70RI14XCE
70 SPECT FICA7I0NS SHALL 13E PAID FOR 13y 7HE ONIV ER . ALL 7ES7S ASVD
ANY NON-CONFORMANCE W1711 SPECIFICA 7IONS 7HA7 EXISTS SHALL BE
PAID FOR dY 7HE CON7RAC70R AS SHALL ALL SUBSEOLcN7 7ES7S OF 7HE
SAME COND1710N UN71L 7ES7S ItVDICA7E 7HA7 7HE COXDI7ION CONFORPlS
70 SPECIFICA IIONS.
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yENERAL N07ES (2 OF 3)
II PINSON DR07HERS & ARROyO 4, 11
PROCEDURE: BEFORE S7AR7IN9 WORK, EACH SU3CON7RAC7OR SHALL
EXAMINE ALL AD;OINING WORK AND REPOR7 70 7HE CON7RAC7OR AND
OWNER SUCH N07 CORREC7Ly LOCA7ED OR CONS7RLC7ED, AND SHALL N07
PROCEED U17H 7KIS WORK UN7IL SUCH WORK HAS BEEN CORREC7ED.
GUARAN7E£: 7HE CON7RAC7OR SHALL GUARAN7EE WORK IN 7HE
CON7RAC7 AGAINS7 FAUL7Y MA76RIALS AND WORKMANSHIP FOR A PERIOD
OF ONE (1) YEAR FROM 7HE DA7E 07 FILING 07 7HE N07ICE OF COnPLE7I0N
BY 711E OWNER (.EXCEP7 WHERE A LON9£12 /PERIOD IS SPECIFIED IN
CER7AIN SEC710NS OF 7HE SPECI7ICA7IONS).
GUARAN7EES: GUARAN7EES REQUIRED By 7HE SPECI7ICA7IONS
SHALL BE IN URI77EN FORM ON 7HE CON71RAC70RS OWN LE7761RHEAD
AND SHALL BE SIGNED AND D47ED By 7HE yENERAL AND RESPEC7IVE
SUBCON7RAC70R.
COORDIN47ION: LOCA7IONS OF DUCTS, PIPES, CONDUI7, OCL7L£75,
£QUIPM£N7 AND 07HER BUILDING COMPONEN7S, UNLESS FIXED BY DIMENSION
OR MODULE, ARE INTENDED 70 BE APPROXIM47E 70 7HE EX7EN7 7HEy CAN
BE REASONABLY CHANGED AS REQUIRED, OR AS DIREC7ED By 7HE OWNER, 70
SUI7 ;OB CONDI7IONS. 7HE CON7RAC7OR SHALL BE RESPONSIBLE FOR 7HE
COORDIN47ION 07 ALL 7RADES SO 7HA7 ALL COMPONEN7S ARE PROPERLY
IN7ERGRA7ED IN70 7HE BUILDING CONS7RUC7I0N. ALL SI9NIFICAN7
CON7LIC7S IN LOCA7ION SHALL BE BROUyH7 PROMP7LY 70 7HE A77EN7I0N
07 7HE OWNER FOR DECISION. IN 7HE EVEN7 OF CON7LIC7 7HA7 CANN07
3£ AN7ICIPA7ED By EXAMINA7ION OF 7HE DRAUINGS AND SP(SCI7ICA7IONS,
7HE COS7 07 CHANgES ORDERED By 7HE ARCHI7EC7 DESIGNER SHALL BE
COMPENSA7ED By CHANGE ORDER.
USE AND CARE OF ADaOINING PROPER7Y: CON7RAC7OR SHALL CON7AC7
S7A7£, COUN7Y, CI7y OR PRIVA7E OUIVE12S FOR PERMISSION 70 ENCROACH
UPON 71ZEIR RESPEC7IVE PROPER7Y FOR CONS7RUC7I0N PURPOSES AND SHALL
VERIFY 7HE EX7EN7 07 SUCH ENCROACHMEN7, BARRICADINy AND PR07EC7IVE
DEVICES 7HA7 WILL BE REQUIRED. SHOULD ANY DAMAGE OCCUR 70 7HE
AD;OINING PROPER7Y, 7HE CON7RAC7OR SHALL REPAIR 70 I7S ORIGINAL
CONDI7ION 70 SA7IS7Y ADJOINING OWNER OR ADMINIS7RA70R.
SUPERIN7ENDEN7. 7H£ GENERAL CON7RAC7OR SHALL DESIGNA7E A
MAN AS a02 SUP6RIN7END£N7. 7KIS PERSON SHALL B£ A FULL 7IME
EMPLOYEE 07 7HE CEAVERAL CON7RAC70R. AND SHALL HAE A MINIMUM 07
FIVE (5) YEARS EXPERIE,VCE IN SUPERVISING CO,VS7RUC7ION. 7KIS
PERSON SHALL BE AVAILABLE ON 7HE a09 A7 ALL 7IMES WHEN WORK IS I,V
PROGRESS. H£ SHALL BE KNOWLEDGABLE U17H REGARD 70 711£ PLANS,
SPECI7ICA7IO,VS, ALL ADDENDUM AND CHANGE ORDERS AND SHALL
COORDINA7E ALL PHASES OF 7HE WORK AND ALL SLBCON7RAC7ORS.
PUBLIC U7ILI7IES: 7HE CO/V7RAC7OR SHALL MAKE ALL tVECESS�lRy
ARR4,VGEM6iV7S FOR 7HE I,YS7ALL.47ION .z,I'D CARE 07 ALL PER/'IA1VE,V7 AND
7EVORARY NA7ER, LIGH7, POWER AND 7ELEPHONE SERVICES IX 7HE
CON7RAC7 AREA OR REQUIRED BY CONS 7RLC7IOil'. POWER AND Id. -176R FOR
CO,VS7RUC7ION PURPOSES IVILL BE FURNISHED BY 7HE C6N7RAC7OR.
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GENERAL N07S (3 Of 3)
II PINSON DR07HERS � ARROYO it
•
PLUMBING CON7RAC7OR WILL PROVIDE 7E8PORARy SERVICE AND 7HE
CON7RAC7OR SHALL PROVIDE HOSE AND/OR 07HER SERVICE BRANCHES
• FROM WA7ER SOURCE AS REQUIRED. - ELEC71RICAL CON7RAC7OR WILL
PROVIDE EX7ENSIONS AS NECESSARY 70 MAKE POWER AVAILABLE 47
7HE CONSTRUCTION AREA, A '03 TELEPHONE WILL BE REQUIRED ON
7HE PRO;EC7 A7 ALL TIMES, SEE OWNER OR CON7RAC70R. 7HE COS7
FOR INS74LLA7ION AND MAIN7AININy 7KIS PHONE WILL BE PAID FUR
BY 7HE 9ENERAL CON7RAC70R.
OWNER(S) RIg'H7S: 711E OWNER RESERVES 711E RI9H7 IN 7HE
SELECTION OF A CONTRACTOR ON 7HE BASIS OF COMPE7I7IVE BIDDING,
70 SELEC7 07HER 7HAN 7HE LOW BIDDER AND ALSO RESERVES 7HE RIgH7
70 RE;EC7 AND ANO/OR ALL BIDS, v
• OMISSIONS IN 7HE CON7RAC7 DOCUMENTS: If OBVIOUS OMISSIONS
OR CONTRADICTORY SI7UA7IONS IN 711E CON7RAC7 DOCUMEN7S ARE
DISCOVERED 70 EXIS7, THEY SHOULD BE IMMEDIATELY CALLED 70 7HE
A77EN7I0111 OF 711E ARCHI7EC7 FOR CLARIFICATION. 7HE CON7RAC7OR
SHALL, HOWEVER, PROVIDE 7HE OWNER WI7H A COMPLE7E BUILDING,
WEA7HER 7I9117, AND FINISHED IN ALL RESPECTS AND READY FOR
OCCUPANCY,
CLEAN UP: EACH SUBCON7RAC70R NORMALLY IS RESPONSIBLE FOR
CLEAN -CLP OF 7HE WORK OF HIS 7RADE By 711E GENERAL CON7RAC70R.
HOWEVER, 711E GENERAL CON7RAC7OR SHALL BE HELD SOLELY RESPONSIBLE
By 711E OWNER FOR CON7INOUS CLEAN -LLP AS 7HE a03 PROGRESSES, AND
• FINAL CLEAN-UP UPON SUJS7AN7IAL COMPLETION. CON7I1VOUS CLEAN-UP
SHALL KEEP 711£ �03 FREE A7 ALL 7IMES FROM UNREASONABLE BUILD UP
OF DEBRIS, WRAPPERS, CON7AIN-FRS, WASTE MATERIAL, E7C. , WHICH
MIGH7 CAUSE ACCIDEN7S, UNDUE HARDSHIP ON 7RADESMEN AND WOULD
7END 70 SLOW UP ;OB- PROgRESS. FINAL CLEAN-UP INCLUDES.CLEANING
07 ALL SURFACES 70 A "LIKE NEW CONDITION" AND PREPARING 711E
BUILDING AND 711E 4D;ACE,V7 GROUNDS FOR 7HEIR INTENDED USE,
ARCHITECT DESIGNER AND S7RUC7URAL EN9INEER APPROVAL 07
FINAL PLANS FOR CONS71?UC7ION: 7HESE PLANS SHALL N07 BE CONSTRUED
AS FINAL PLANS FOR CONS7RUC7ION UNLESS 7HE ARCHI7EC7 DESIGNER
AND ENGINEER HAS MADE A FINAL CHECK 07 711E PLANS AND APPROVED
• THEM By AFFIXING HIS S£AL AND/OR ORIGINAL SIGNA7URE O/b' 7HEM.'
PLANS N07 HAVING 7HIS APPROVAL SHALL BE CONSIDERED I11'COMPLE7E
AND "N07 FOR CONS 7RUC 710N" .
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GENERAL N07ES 70 CON7RAC7OR (7 Of Z)
II PINSON BR07HERS & ARROyO it
1) ALL WORK SHALL CONE ORIS 70 7HE MINIMUM S74NDARDS
Of 7HE 7983 EDI7I0N Of 7H(S UNIFORM BUILDING CODES,
ORDINANCES Of LOCAL' GOVERNING AU7HORI7IES AND ANY
07HER REgULA7I0N OVER ANY POSI7ION 07 WORK,
INCLUDINy 7HE S7A7E Of CALIFORNIA DIVISION Of
INDUS7RIAL SA7E7Y AND 7HOSE LIS7ED IN 7HESE N07ES.
Z) 7HE 9ENERAL CON7RAC7OR SHALL VERIFY ALL DIMENSIONS
AND SI7E CONDITIONS BEFORE BEGINNING CONS7RUC7I0N.
7HE CON7RAC7OR SHALL N0717Y 7HE ARCHI7EC7 DESIGNER
AND OWNER 07 ANY DISCREPANCY BEFORE PROCEEDING
017H 7HE WORK.
3) 7HE DIMENSIONS SHOWN ON 7HE DRAWINGS SHALL 7AKE
PRECEDENCE OVER SCALING 07 7HE DRAUINgS.
4) 7HE CON7RAC7OR SHALL PROVIDE ALL MEASUREMEN7S
NECESSARY 70 PRO;EC7 OR S7RUC7URE DURINg CONS7RUC7I0,11.
7HIS SHALL INCLUDE, BU7 N07 BE LIMI7ED 70 BRACINg AND
S7RUC7URAL SHOWING. OBSERVA7ION BY ARCHI7EC7 OR
DRAT 7SMAN SHALL N07 INCLUDE INSPEC7ION Of 7HE ABOVE
ITEMS.
5) 7HE CON7RAC7OR SHALL INVES7IGA7£ SI7E DURING
CLEARING 4XD EA127HOORK OPERA7I0NS, LOCA7ING ALL
CONCEALED UNDERGROUND PIPING, 6LEC712ICAL CONDLI7 AND
PURIED S7RdC7URES AS CESSPOOLS, 7OUlVDA71ONS FILLED
(EXCAVA7ION11 E7C. If ANY Of 7HE ABOVE, OR RELA7ED
SI7UA7IONS ARE LOCA7ED, 7HE ARCHI7EC7 0/2 DRAT 7SMAN
SHALL t3£ N07I7IED IMMEDIA7ELY.
6) LOADS DUE 70 CONS7RUC7IN9 MA76RIALS AND EQUIi'M£N7
SHALL N07 EXCEED 7HE DESIGN'LIVE LOAD PER. Sf.
NECESSARY SHOUIN9 SHALL BE PROVIDED WHERE 7HE S7RUC7UR£
HAS N07 A77AINED 707AL DESIyil' SMENG7H.
7) ALL APPLIANCE AND I7E8S N07ED 70 BE FURNISHED By
OWNER OR DECORA7ED SHALL BE HOOKED UP, CONNEC7ED
AND PROPERLY 7177ED By 7HE APPROPRIA7E SUBCON7R4C70R.
3) ALL (BALLS, CEILINGS AND ROOFS SHALL RECEIVE FULL
7HICK 7HERi7AL INSULA7ION 3,477, R-71 IS REQUIRED FOR
WALL AND R-38 IS REQUIRED FOR CEILING. ALL IN7ERIOR
WALLS ARE 70 RECEIVE 31'z SOUir'D INSULA7ION OR 3%
THERMAL INSULA7I0N.
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GENERAL N07ES FOR PLU1'l2ING
11 PINSON 3R07HERS & ARROYO I
PLUMBINy: PER 1988 UNIFORM! PLUMBING CODE
1. ALL PLUnBING MATERIALS, EQUIPM6.N7 AND INS7ALLA7IOA'
SHALL BE DONE ACCORDING 70 UN17ORM PLUMBING.CODES.
2. IN NO CASE SHALL ANY BEARING WALL BE BOARDED OUT
MORE 7HAN 400 OF THE UID7H PER. U.B.C. SEC. 2518-11.
3. ALL a0IN7S AND PIPES THROUGH WALLS SHOULD. BE
FILLED k1I78 (lAS71C AND COVERED !11711 ESCU7CHE0N PLA7ES.
4. If COPPER PIPING IS USED, PROVIDE AND INSULA71ON
047ERIAL BE706EN COPPER AND S7EEL COND11I7S. PIPES AND E7Q
5. USE PLAS7IC FOR DRAINS AND VENTS 0178 IDEN7I7I.ED MIN-
IMUn UEIGHi DSIV P R U.P.C. SEC7ION 407.
G. PROPER ELEC7RICAL GROUND ROD 70 BE INS7ALLED I7 PLAS71C
"COLD Ur17ER" PIPE IS USED.
7. UA7ER HE.47ERS SHALL BE LA7ERALLY S7RAPPED 70 WALL S7UDS
&/17H PLUnBING 7AP6 AND 2-8d NAILS S EACH END OF 7riPE.
8. ALL S7E.AM AND S7EAM CONDIENS7A7E'RE7URN PIPING AND ALL
COA17INUOUSLY SIRCULA7INg D017ES7IC OR HEA7IN9 807 UA7ER i
PIPING SHALL 3E INSLILA76D AS REQUIRED BY PL.UnBING DIV. �
I
9. 24" CLEARANCE REQUIRED Of PILO7 gAS FIRED UA7ER HE.47ER I
ABOVE FLOOR LEVEL PER U..B.C, SEC7I0N 5101 (D).
10. ALL LAVA70RIES, SINKS, UA7ER CLOSETS, 7AUCE7S AND 07HER
FINISH PLU1'IBIA'g EQUIPMEN7 AS INDICA7ED ON DRAOINgS
SHALL BE AS SELEC7ED By DEVELOPER..
I
11. PLUI'IBINg CON7RAC70R 70 SIZE SUPPLY, DRAIN, VEN7 AAT
GAS PIPINg. PROVIDE CI7Y 017H REQUIRED ISOM67RICS
AND PIPING SP6CI71CA7IONS.
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12. ALL WORK AND nA7ERIALS 70 BE PER U.P.C. AND ALL ADOP7ED
CI7Y OF INDIO CODES AND ORDINANCES.
13. REVIEW PLUMBING SCHEDULE - ALL FIX7URE 70 BE SUPPLIED
AND INS7ALLED CORPLE7E.
14. INSULA7E H07 047ER INLE7 AND OU7LE7 PIPE 47 IJA(.c-R HEATER, �
EX7ERNA'LY G)17H R -S3 OR GREA7ER (7IRS7 FIVE IN U,'r'CON- j
DI7I0A' L SPACE) .
15. REV160 L.ANDSCA-iPE PLANS FOR IRRIGA7ION S7U3 OU7
REQUIREnEN7S.
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GENERAL N07ES FOR PL4N7INy 1 of 2
II PINSON 3R07H6RS � ARRO110 I it
1. THE CON7RAC7OR SHALL COORDINA76 HIS 41ORK 017H ALL
RELA7ED 7RADES.
2. REPOR7 ANY DISCREPANCIES BE70EEN FIELD CONDI7IONS
AND DRAUINGS 70 LANDSCAPE ARCHI7EC7 OR HIS REPRE-
• 1 SEN747IVE PRIOR 70 INS7ALLA7ION.
3. ALL UORK IS SUB;EC7 70 711E APPROVAL 07 7HE LAND-
SCAPE ARC11I7EC7 OR HIS. REPRESEN7,47IVE.
4. ALL PLAN7 0476RIAL SHALL BE FULL, HEAL7HY, SHAPELY,'
• DISEASE AND INSECT FREE, AND OF THE SIZE 7HA7 IS
S74NDARD FOR 711E LANDSCAPE APPROVAL AND S74NDARD
FOR 711E NURSERY INDUS7RY.
5. 7HE CON7RAC7OR SHALL PROVIDE ALL PLAN7S AS IN-
DICA7£D ON 7HE PLANS, ANY CHANgES OR SUBS7I7U7IONS
• MUS7 BE APPROVED BY 7HE LANDSCAPE ARCKI76C7,
QUAN7I7IES INDICA76D IN 7HE PLAN7 LIST ARE APPROXI-
MA7E AND ARE 70 BE USED ONLY AS A gUIDE.
6. ALL PLAN7ED AND SRASS AREAS SHALL SLOPE 70 DRAIN
A7 % PER 7007.
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7. HOLD ALL FINISH GRADES FOR PLAN7ED AREAS 1" BELOU
AD;US711EN7 PAVING AND CURBS.
8. 7REA7 ALL PLAN7ED AREAS, DECOMPOSED 9RANI7E AND
GRAVEL AREAS 017/1 PRE-EME129EN7 DEED AS PER MAN-
U7AC7URER'S SPECIFICA7IONS.
9. ALL PLAN7S SHALL BE SE7 IN LOCA7ION AS SHOUN ON
7HE PLAN U17H APPROVAL 07 FINAL LOCA7IONS BY 711E
LANDSCAPE ARC1117EC7 DESI9NER.
• 10. ALL LARgE PLAN7S SHALL BE HANDLED U17H CARE USING
711E NECESSARY PROPER EQUIPMEN7. ANY DAMAGED PLAN7S
SHALL BE RE;EC7ED AND REPLACED BY 711£ CON7RAC'70R.
11. REFER 70 ALL PLAN7INg DE74ILS FOR PLAN7IN9, S7AKIN9,
GUYING, ESPALIER, 7INISH GRADES, E7C. FOR 7HIS
PRO -;£C7.
72. BACKFULL FOR 7REES AND SHRUBS SHALL BE 2 PAR7S
N47IVE 7IPSOIL AND 1 P4R7 "NI712011LIMIS" OR AS
CALLED OU7 ON 7HE PLANSI DE7AILS.
• II 13. PLACE "AGRI70RM PLAN7 7ABS" AROUND EACH R007BALL AS
PER MANU7AC7UR£R'S REQUIREMEN7S FOR BALL SIZE,
14. MULCH ALL PLAN7 BEDS 01711 2" 07 4 70 3/4 DIA8E7ER
"VI7A BARK" OR EQUAL UNLESS O7HERUISE SPECI7IED.
VERI7Y IJI7H LANDSCAPE ARCHI7EC7.
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IIGENERAL N07ES FOR PLAN7IN9 2 o/ 2 ��I SII ii
PINSON BR07HERS 8 ARRU O
15. ALL AREAS ARE 70 LE77 CLEAR Of DEBRIS AND NEAR
AND CLEAN AF7ER EACH DRYS UORK.
7111S 9UAR7Ai1'7EE EXCLUDES 711£77, VANDALISM, A,47URAL
DISAS7ER, OR 1JURK ON 711£ PRO;£C7 BY 07HERS 477ER
FINAL ACCEP7ANCE, DURING 9UAN4N7EE PERIOD, CON7RAC70R
SHALL CHECK ALL PLAN 7 IN9 AND 07HEROI SE MAKE 711E 01J,VER
AUARE 07 ANY ADVERSE CONDI7I0A'S 7HA7 MAY A77EC7 711E
PLAN7IN/, CON7i7AC70R 51114LL BE RESPONSBLE FOR ANY
• MANU7AC7URERS OR SUPPLI&RS IdgR AN7££ DURING 7HE
16. 711E SOD SHALL BE APPROVED AS 70 711E 7YPE AND
SOURCE, AND INS7ALLED AS PER GROUER'S SPEC-
S
IfICA7I0NS FOR 7ER7ILIZER AND INS7ALLA7ION,
7HE SOD SHALL BE LAID NO LA7E1? 7HAN 24 HOURS
A77E1? DELIVERY AND ROLLED 70 FORM A 7IGH7 047
4117HIN 1 GEEK A77ER LAYING. ANY DRY OR DIS-
EASED SP07S SHALL BE RESODDED, LOCI SP07S SHALL
BE S72IPPrD, REGRADED AND RESODDED 70 /PROVIDE
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A SM007H 72ASI7ION 70 AD;ACEN7 gRADES. UNLESS
INDICA7ED 0711ERUISE, GRASS AREAS ARE N07 70
SLOPE MOR 711RN 4:1.
MRIN7ENANCE:
711E CON72AC7OR SHALL PROVIDE FOR DAYS MAIN7ENANCE
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A77ER 711E a03 IS 707ALLY COMPLE7ED AND 7HE JOB HAS
BEEN ACCEP7£D BY 711E LANDSCAPE ARC1iI7EC7, A7 7HE END
OF 7HE MAIN7ENRNCE PERIOD, A FINAL INSPEC7ION SHALL BE
MADE BE 711E LANDSCAPE ARCHI76C7 AS RELA7ED 70 711E
MAIN7ENRNCE.
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GUARRN7EE:
LANDSCAPE CON7RAC7OR SHALL GUARAN7EE ALL 7266S (IN-
CLUDINS REPLACEMEN7 PLAN7S) FOR A PERIOD 07 ONE YEAR
AND ALL SHRUBS AND gROUNDCOVER PLAN7S FOR A PERIOD 07
FOLLOUING FINAL ACCEP7ANCE 07 711E PLAN7INg
•
POR71ON 07 711E CON7RAC7, CON7RAC7OR SHALL BE RESPON-
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1) ALL INSULA7ION 8476RIAL INCLUDING FACINGS ARE REQUIRED
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MAXIMUM SMOKE DENSI7Y OF 450 UNLESS 17 IS IN A
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UALL OR CEILING . . . SEC. 1713.(c) exc. 102.
2) 70AM PLAS7IC INSULA7IONS ARE REQUIRED 70 BE
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GLAZING REQUIR60EN7S:
1) ALL 9LAZING IN HAZARDOUS LOCA71ONS IS REQUIRED 70
BE OF S47E7Y 9LAZIN9 MA76RIAL . . . SEC. 5406.(d).
ADD17I0NAL REQUIREMEN7S:
PROVIDE A UINDOU OR DOOR 70 7HE EX7ERIOR FROM EVERY ROOM
USED FOR SLEEPING SEC. 1204.
A UINDOU MUS7 PROVIDE A CLEAR OPEN AREA OF 5.7 SQ. 77.,
A CLEAR HEI9H7 OF 24 INCHES, AND A CLEAR UIO71i OF 20 INCHES
(MINIMUM) . . . SEC. 1204.
ALL 11413I7AL3LE ROOMS REQUIRE EX7ERIOR BLAZED OPENINGS EQUAL
70 7000 OR MORE Of 7HE FLOOR AREA (MINIMUM 10 SQ. 77. )
SEC. 1205.(x).
ALL HA[3I7ABLE ROOMS REQUIRE AN OPERABLE EX76RIOR OPENINGS
EQUAL 70 5/00 OR MORE OF 7HE FLOOR AREA (MINIMUM 5 SQ. 7.7. ) .
SEC. 1205.(x).
7HE nlNIMlZn- CEILINg IN A HAJ17ABLE SPACE IS 7 7EE7 6
INCHES 6XCEP7 KI7CHENS, HALLS, AND JA7HS MAY HAVE A CEILING
HEIyH7 OF 7 7EE7 . . . SEC. 1207.(x).
PROVIDE A SMOKE D67EC70R IN ALL AREAS HAVING ACCESS 70
SLEEPINg ROODS . . . SEC. 1210.(x)4.
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3. SEL7--CLOSING 7-3/8" S0LID DOOR REQUIRED TROD
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SEC7ION 503c1 AND 1104 UBC,
4. GARAGE FLDOR SURFACES MUS7 BE CONS71RIZC76D OF NON
COMBUS7IBLE M47ERIALS.
SEC7ION 7105 UBC,
5, HEA7H 70 PRO;EC7 MIN. 76" FR0M FIREPLACE OPENINg
AND 8" BEY0ND SIDE OPENING,
SEC7ION 3707 k U3C.
6. FIREBOX SHALL BE NO7 LESS THAN 20" IN DEP7H.
SEC7ION 3707c CIBC,
7. CHIMNEY 70 PRO;EC7 MIN. 2' ABOVE ANY POR71ON OF
ROOF bJI7H IN A 10'-0" RADIUS MEASURED H0RIZON7ALLY,
SEC7ION 7ABLE 37 -B -CIBC,
8, PROVIDE IN76RIOR DOORS 47 ALL FIREPLACES AND 0CI7SIDE
C0MDUS7ION AIR. FOR FIREPLACES LOCA76D ON.
EX7ERIOR UALLS.
9. WA7ER HEA7ER AND FURNACE PLA77ORMS SHALL BE MIN.
18" ABOVE 7HE FLOOR,
SEC7ION 1310 UPC.
10. MIN. IdID7H 07 SPACE TOR IdA7ER CL0SE7 30" CLEAR
SPACE IN 7R0N7 24".
SEC7ION 511 CIBC,
FLI
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ALL
FINISH FLOOR PLAN DOOR SCK. SCALE
�
PINSON BR07KERS & ARROyO
1. 3'-O"X6'-8" 7RON7 DOOR.
Z. Z' -6 "X6' -8" B(SD ROODS, GARAGE DOOR, 1347/1 ROOM DOORS.
3. 2'-4"X6'-8" CLOSE7 DOOR.
4. 2-2' -0"X6' -8" F.A.U. & 4WER IZEA7ER ROOM,
MOORS ARE 70 HAVE VENTS.
5. CLOSET DOORS. SCC CON712AC7012 FOR FINAL SIZE &
7YPE 07 CLOSE7 DOORS.
6. 16'-0X7'-0". GARAGE DOOR.
7. 6'-0X6'-8" SLIDING GLASS [BOOR.
8. 5'-0X6'-8" SLIDING GLASS DOOR
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FINISH
FLOOR /ALAN UINMOU SCK.
SCALE
11114'=7'
PINSON
BR07HERS
& ARROYO
A.
3'-0'X3'-0'
(SLIMIN9 GLASS UINMOU)
KI7CKEN AERA.
B.
3'-0'X4'-0'
(SLIMING 9LASS OINMOU)
MINING ROOM AREA.
C.
41-OX4'-0'
(SLIMING GLASS UINMOGJ)
B07K BEM ROOMS.
M.
2'
-0'X2' -0'
(SLIMING GLASS G)INMOGI)
nAS76R BA711 ROOM AERA,
E.
4'-0"X5'-0'
(SLIMING GLASS UINMOU)
MINING ROOM AREA.
f.
12'X5'-0'
(S747IONARY GLASS UINMOU)
EN7Ey ROOM.
g.
2'
-0'X5' -0'
(S7A7IONARY GLASS G)INMOV)
MAS76R BEM ROOM.
11
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II 7RAMING PLAN (7RUSS LAY 0117) C LES' ill II
PINSON BR07HERS & ARROYO
FN
L20
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7"
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f RANING PLAN (7RVSS LAY OU7) SCALL
7/8"=7"
PINSON BROWRS X ARROYO
7RUSS C
23'-6"
ir
7RUSS c7
6' —2" or
7RUSS C
74'—U"
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7RAMINy D67AIL SCALL:
PINSON 3R078FRS 9 ARROYO DE74IL (A) I�
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PINSON ZM0711Ci2S & Alwwy0 D67AIL (B)
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PINSON BR07hERS 8 ARROYO DE7AI L
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fi2Rl�INy r�E7RIL =1' I
11 PINSON BR07HERS 9 4RROgO DE74IL (D) I
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D674IL (6 )
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PINSON DR07KERS 9 ARROYO
J V
SCALE
D674IL (T- )
0
40
0
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0
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FRAMINg D67AILS SCALE
PINSON BR0786RS 9 ARROYO DE7AIL
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7R,gMIN�j DC7AIL SCALL
lill_17,,'2"--7'
PINSON z3R07116RS 8 ,gRROy0 D674IL (3 )
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7712"=7'
PINSON BR07KERS R ARROgO D674IL ( 3 )
LM
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FRAMING DE74IL
PINSON DR07HERS 9 ARRO40
SCALE
1 / 7 Al
DE7RIL (0 )
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PINSON BR07HERS 9 ARROYO
• i
96NERAL NOTE,
I. OVER REAR P4710 AREA, BUIL7 —CUA ROOF UISIMLL ROCK
2"X6" RAF MRS @ 24 "O. C 01112- PLYb)OO D.
2. FOR FINISH 7ILE, CLAY 7ILC I.C.B.O #3523.
3. SCE /ALAN FOR ALL OVER HANGE DIMENSIONS BEFORE
TRAMING.
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GENERAL S7RUC7URAL N07ES.
7HESE N07ES SHALL APPLY [UNLESS SHOWN 07HERWISE ON PLANS.
111.
ALL MA7ERIALS AND CONS7RUC7ION SHALL CONFORM 70 711E 1979
ED17I0N 07 711E UNIFORM JUILDING CODE..
2. C0N7RAC7OR SHALL VERI7y ALL EXIS7IN9 COND17IONS AND I
DIMENSIONS BEFORE S7AR7IN9 UORK. SHOULD CONBI7IONS
EXIST WHICH ARE CON7RARy 70 THOSE SHOUN ON PLANS. j
ENGINEER SHALL BE N07I71ED BE70RE PROCEEBINy 017/1 WORK.
3. ASSUMED DESIGN SOIL BEARING VALUE IS 7 500 PSF A7 A DEP711
OF 12" MINIMUM BELOGI NA7URAL OR FINISHED GRADE (WHICH-
EVER IS LOWER). 7.OUND47IONS SHALL BEAR ON FIRM, UNDIS7-
URBED NA7IV£ SOIL OR APPROVED COMPAC7ED BACKFILL.
3. SEE ARC1117EC7URAL DRAWINGS FOR SIZE AND LOCA7ION OF
ALL OPENINGS, FLOOR FINISHES, E7C.
4. ALL WORK SHALL CON70IRM 70 711E FLANS AND SPECI7ICA7I0NS
IN ALL RESPEC7S AND SHALL BE SUB;6C7 70 APPROVAL By
711E ENGINEER.
6. ALL CONCRE76 SHALL HAVE A MINIMUM ULIOA76 COMPRESSIVE
S7RENG7H 07 2000 PSI A7 28 BAYS, AGGREGA7ES SHALL CONFORM
70 AS711 C-33,
7. CEMEN7 FOR CONCi2£7E, SHALL BE 7yPE I OR II POR7LAND C60EN7
CONFORMING 70 AS70 C-150.
118.
NO PIPES OR DUC7S SHALL BE PLACED IN S7RUC7URAL CONCRE76
UNLESS SP£CI7ICALLy BE7AILED.
9. CONCRE76 COVER FOR REINFORCING BARS SHALL BE 3" FOR
CONCR67E POURED DIREC7Ly 49AINS7 711E GROUND, 2" FOR
CONCRE76 EXPOSED 70 711E GROUND OR WEAWR BU7 PLACED IN
FORMS, 1-1/2" FROM 70P FOR SLABS.
10. CON7INUOUS INSPEC7ION By A REyIS7ERED DEPU7y INSi EC70R IS
N07 REQUIRED. j
0
11. ALL REINFORCING S7EEL SHALL CONFORM 70 AS78 A-615 91RADE
60 (DEFORMED), EXCEP7 #3 AND #4 BARS MAY BE GRADE 40.
0
0
GENERAL S7RLLC7LLRAL N07£S
11 PINSON DR07H£RS & ARROYO it
12. ALL REINFORCING BARS MARKED 'CON7INLLOLLS" MAY BE SPLICED
017H A MINIMUM LAIC OF 30 BAR DIAl7£7ERS IN CONCR£7£ AND
40 DIA17£7ERS IN MASONRY (S7AGG£R SPLICES).
73. DOUELS SHALL BE PROVIDED 47 ALL POUIi a0IN7S 'AND SHALL
B£ 7HE SAME SIZE AND SPACING AS REINFORCING DIREC7Ly
• BEYOND POUR a0IN7S. MINIRUM LAP SHALL 3£ 30 BAR DIA11676RS
IN CONCR£7£.
0
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14 ALL R£INFORCINS SHALL B£ SdPPOR7£D IN CONFORMANCE 017H
7H£ 'LA7ES7 MANUAL OF S7ANDARD PRAC7ICE FOR REINFORCED
CONCR£7£ CONS7RLLC7ION', L47£S7 EDI7I0N.
15. ALL LUMBER SHALL BE 9RAD£ MARKED By AN APPROVED AGENCy
70 CONFORM 70 7981 yRADING RULES NO. 76 FOR !JEST COAS7
LUMBER AS PUBLISHED By 0CL2, OR EQUAL, IN ACCORDANCE
W17H PROVISIONS OF U.S. VOLLIN74Ry PRODLLC7 S74NDARD P.S.
20-70. LUMBER GRADE SHALL 3£ AS FOLLOWS,
UNLESS N07ED 07HERUISE:
GALL 70P PLA7£S A7 7RUSS BARING:
2 X GALL 7RAMINy:
2 X 6 AND DEEPER:
4 X PLA7£S, L£DG£RS AND POS7S.
4 X BAMS:
ALL 6 z:
N0, 1 D. T.
CONS7RLLC7ION GRADE
DOUGLAS FIR (D.7.) OR
B£77£R,
NO. 2 D. T.
NO. 2 D. 7,
NO. 1 D. 7.
NO. 1 D. F.
16. UOOD PLA7ES R£S7IN9 ON CONCR£7£ SLABS ON GRAD£ -AND CONCR£7£
F007IN9S SHALL B£ PRESSURE 7REA7ED DOU9L4S FIR,
17. PR£7ABRICA7£D ROOF 7RLLSS£S 70 3£ D£SIyN£D AND 7ABRICA7£D
By 711£ 7RLLSS MANLLFAC7LLR£R, 7RUSS CALCLILA7IONS AND DRAUIN9
SHALL B£ SUPPLIED By 7RLLSS MANU74C7LLR£R AND SUBMI77£D 70
7H£ ARCHI76C7 AND BUILDING D£PAR7MEN7 FOR APPROVAL PRIOR
70 FABRICA7I0N. 7RLLSS£S SHALL 3£ BRACED DURING INS7ALLA7ION
IN ACCORDANCE 4)I7H MANLL7AC7LLR£R' S R£COMM£NDA7IONS.
0
96NERAL S7RUC7URAL N07ES
11 ' PINSON BR07H6RS 9 ARROY0 i)
18, PLYWOOD SHALL BE CD-IN7ERIOR 4117/1 EX7ERIOR GLLL£ (P.I,
32/16) CONFORMING 7O UNI7ED S7A7ES PRODUC7 S74NDARD 1-74.
LAY 017/1 FACE 9RAIN PE12PENDICULAR 70 TRAOING AND S74GGER
PANEL ENDS, NAIL 017H 8d 47 6" O.C. A7 EDGES AND 12"
0, C, 47 FIELD, BLOCKING N07 REOUIRED,
19. SEE 74BLE 25-P 07 BUILDING CODE FOR NAILIN9 07 WOOD
MEM26RS NO7 SPECIFICALLY DE7AILED ON PLANS.
20. HOLES FOR BOL7S IN WOOD SHALL BE OF SAME DIAME76R AS BOLT
f 7/32" MAXIMUM. BOL7S AND LAG SCREWS BEARING ON WOOD
SHALL HAVE STEEL OR IIALEAdLE IRON WASHERS OF S74NDARD SIZE.
21. 3/8" 711ICK (MINITOUM) GLASS REIVORCED S711CCO AS MANLLFAC-
7UR6D BY-POU6RWALL, INC. " (I. C: B. 0, R. R. #3804 ) A7
EX7Ei2IOR WALLS 70 13E 7RAMIN9 MEMBERS U17H NO. 11 GALLGE
NAILS 017H 7176" DIAME7E12 HEADS OR NO. 16 GALLGE S7APLES.
NAILS AND S7APLES SHALL BE OF SU77ICIEN7 LEN9711 SO AS 70
PROVIDE 7-1/2" and 7/8" PENE71WION RESPEC7IVELY IN70
WALL FRAMING MEMBERS. FAS7ENERS SHALL c3£ SPACED A MAXI-
MUO OF 6" O.C. 47 ALL BEARINGS,
22. 112- GYPSUM WALL BOARD ("CYP. BRD, ") ' SHALL BE NAILED 611711
5d COOLER NAILS A7 7" U.C. A7 ALL BEARINGS (USE 6d COOLER
NAILS FOR 5/8" gyp. gad.) WHERE APPLIED 70. HORIZON7AL
Fi2A11£ MEMBERS SPACED 47 24" U.C., INS74LL 01711 LON9 DIM-
ENSION OF GYP. 3RD. SHEE7 i 6RPENDICULAR 70 SPAN OF TRAMING
M683£i2. SPACE NAILS 47 4" U.C. A7 S7RUC7URAL WALLS SHOWN
ON 8007 FRANING PLANS.
23. PREFABRICA7ED 7RUSSES SHALL BE ASSEMBLED LLNDER 7H£ APPROVAL
OF AND INDEPENDEN7 7ES7IN9 AGENCY PER UBC S7ANDARD 25.1739.:
7HE MANUFAC7URER SHALL BE APPROVED FABRICA70R, AS CURREN7LYj
LISTED BY ICBG,
24. STUDS IN EX76RIOR GALL AND BEARING PAR7I7IONS MAY BE CU7 ORI
N07CHED NO l' R6 711AN ONE- FOUR78 I7S WIDMi AND S7UDS FOR
NUN -BEARING WALLS, NO MORE 7HAN 7OUR-7EN7HS OF UID7H. BORED
HOLES SHALL BE LIN176D 70 40% 0ID7H IN ANY S7UD, LOCA7ED
• A7 LEAST 5/8" 7ROM EDGE OF S7UDS.
25. NAILING FOR DIAPHRAgMS MUS7 BE INSPEC76D BY A BUILDING INS-
P6C70R PRIOR 70 3£IN9 COVERED.
0
•
GENERAL S7RUC7URAL N07ES.
PINSON BR07HERS & ARROYO
•
26. 7RLISSES SHALL HAVE PROGRESSIVE EREC7ION AND PERMANEN7
CROSS i3RIDgING A7 MAXIMUM INTERVALS 07 741ELVE-76E7
07 SPAN FOR LR7ERRL SUPPOR7 70 PREVEN7I0N O'7 LA7ERAL
• DISPLACEMEN7, N07E 7HA7 CON7INLIOUS RUNNERS CONNEC7ING
70P AND 80770/ CHORDS 07 40;ACEN7 7RLISSES, DILL ONLY
136 P6RM1776D GIHERE CROSS BRACES OCCUR 47 EVERY
70LIR7117RLISS SPACE, S7AR7ING A7 7HE 7IRS7 a0IS7 7/Rom
THE UALL.
27. /PROVIDE A CER7I7ICA7E 07 INSPEC71ON OR A CER7I7IED
INSPEC70RS HAM17ER MARK 70 7HE BUILDING DEPAR7MEN7 FOR
EACH GLLI-LAM B640 USED ON 7HE PR0aEC7.
28. SILL /SINS SHALL COMPLY 017H A SPECI7IC IC30 126ASERi2CH
APPROVAL AS AN AL-7ERNR7E 70 SILL 3OL7S IPER SEC7ION �
2907 (e) UBC,
USE 1/4 OIAME7ER X 3" LONG PINS a7 32" O.0 (MAX)
SPACING 017H 1112- P6NE7RA7ION IN70 CONCRE7E.
I
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EX76RIOR ELEVA7IONS (7RON7, RIGH7,LE77) �SCALE, it I
II. PINSON BR078ERS E ARROYO �
7 EX76RIOR S7UCCO, X-71 MIAMI PEACH (BASE 100) �
U110 POWER WALL
i
2. GARAGE DOOR, SEC CON71RAC70R FOR SIZE,COLOR AND 7Yi1E.
3. 20X6" FAS. BOARD . (089 /CADRE BROWN).
i
4. 3'-0"X6'-8" 7RON7 MOOR, i
5. 12"X5' -O" S7A7IONARY GLASS WINDOW 70 EN7RY ROOM.
I
6. 3'-0"X4'-0." SLIDING GLASS WINDOW 70 DININ9 ROOM.
7. 4' -0"X4' -O" SLIDING GLASS WINDOW 70 DINING ROOM.
f
8. A WEEP SCREED SHALL BE PROVIDED A7 7HE 7OUNDA7ION
LINE ON ALL EX7ERIOR S7UD.OALLS. SEC7ION 4706e UBC.
9, SEE CON7RAC7OR FOR FINAL DESIGN FOR VEN7.
10. 1"X6" L67 -IN BRACE OR ME7AL BRACE.
11. 4'-0"X4'-0" SLIDING GLASS WINDOW 70 BED ROOMS, i
12. 2' -6"X6' -8v 'DOOR 70 GARAGE AREA.
i
13. 4"X10" BEAM, SEE CON712AC70IR FOR FINAL FINISH,
PAIN7 OR COVER WIS7UCCO.
74. 120X12" COLUMN COVER UIS7UCCO.
15. 5'-0"X6'-8" SLIDING GLASS DOOR 70 MASTER BED ROOM.
16. FIRE PLACE. CHIMNEY 70 PR0EC7 MIN. 2' ABOVE ANY
POR7ION OF 8007 017H A 70' RADIUS MEASURED i
HORIZON7ALLY 7ABLE 37-B UBC.
17. 3'-O"X3'-O" SLIDING GLASS WINDOW 70 KI7CHEN AREA,
18. 3'-0"X4'-0" SLIDING GLASS WINDOW 70 DINING ROOM.
19, 3' -0"X4' -O" SLIDING GLASS WINDOW 70 DINING ROOM.
20. 7ILE, SEE CON71RAC70R FOR 7YPE & COLOR.
21. SEE CON7RAC7OR FOR FINAL SIZE 07 ROOF R477ERS j
2"X6 "@24 "O, C OR 40X6" RAF7ERS 3 24 "0. C.
22. 2'-6"X6'-8" DOUR 70 GARAGE AREA.
E
•
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II REAR ELEVA7ION 'II SCA L1 ;II
PINSON BRO7HERS 8 ARROYO I
1. FIREPLACE, MODEL RC -4370 USES 7KE 7710
(10 -INNER FLUE) SYSTEM.
2. 2"X8" 7AC. BOARD. (SEE CON7RAC70R FOR FINAL
COLOR 8 SIZE.
3. 4"X70" BEAM (SEE CON7RAC7OR 7OR BEAN 70 BE PAIN7ED
OR W S7UCCO.
4. 12"X72" EX7ERIOR COLUMNS, COVER. WIS7UCCO
5. 1"X6" LE7—IN BRACE OR 067AL BRACE,
6. EXTERIOR S7CLCC0.
7. 6'-0"X6'-8" SLIc7IN9 GLASS DOOR.
8. 2'-0"X5'-0" S7A7IONARy GLASS WINDOWS 70 MAS7612
BED ROM
9. 2'—O"X2'-0" SLIDING GLASS WINDOkl 70 (1AS7ER 13A7K..
10. VEN7.
71, A WEEP SCEED SHALL BE PROVIDED A7 7KE TOLZND47ION
LINE ON ALL EX7ERIOR S7UDS WALLS . SEC7ION 4706 11BC
•
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L
Certificate of Compliance: Residential
(Page i of 2) CF -IR
•
JCWtJ CASTS LL () — PgNSON ARC). &C?Q0Vn
3ISI9a
iMTw@
Dab
M dO a RO LA 001 NT A
--
ProjeetAddrm
•
John H Hacker (619) 327-4565
lomat
Doame &&"Asher To wbp
Point System 15
Point
int Side
o.*.a sr1nr.
Q'aeAa�r. mit 9yom or C 1 1 Zee
tiVtaamaa AVmcy Us 0*
GENERAL PMRMATION
No & As
Total Conditioned Floor Area:ii_
Budding Type: Single Family Aotel/Motel
(check ane a mm) Niki -Family (Nm iota 4 Mries) Addition
Multi-Family (4 cc mom axim) Existing-Phs-Addition
Front Entry Orientation: North /East / Soud(!!�)All Orientations
(cW... mare)
•
Number of Dwelling Units:
Floor Cansauction Type: Slab / Raised Floor (dale am or both)
Infiltration Contrah land ( �)
Q�pf ESSIp y�
BUILLDING SHEL INSULATION
o
���` `t`LN R r
•
Component insulation LocatioNCbmments
1
Type R -value (ate. b itmrF M*. ate.)
4614 a
Wall .............. RR- 13 Frame Scalls ►" Po kAj EA WAIL.
PIRES 3-31-93 �
Wall...
Typical
Roof....... ». R— 38
EOF i
•
Roof .............
CAS
Floor .............
Floor .............
Slab Edge ..... D T=inal
GLAZING Shading Devices
Glazing Area Glass Type interior, Exterior
Overhang Framing Type
Orientation (sf) Wile, double) (ToDa blbA ate.) (ehedewram, etc.) (yezhw) (tnftWwood)
Front.... (W) I+q Double Roller Blinds None
Yes Metal
Front.... ( ) Single
Leh...... (N) 57 Double Roller Blinds None
Yes -Metal
Left...... ( ) Single
Rear..... (E) u,4. Double Roller Blinds None
Yes -Metal
Rear..... ( ) Single
7
Right.... (5) tA-7_ Double Roller Blinds None
Yec Metal
Right.... ( ) Single
Skylight.._... o
Skylight__ nnub a None
NO
•
THERMAL MASS
Type/Covering Arca Thickness
(slab/e:pcied, tile, aft.) (sf) finches) Location/Description
fcbcheL bet1L sm.)
Slab/Exposed to oil a 55 3V Kitchen/Bath/Entry
L
Certificate of Compliance: Residential (Page 2 of 2) CF -IR
voHN C'ASTIL o 3Jg1g�
Project Tkk IDate
Maximum Furnace Heating Output 5-5 , 2g 3 Btuh
HOT WATER SYSTEMS
Tank Manufacturer/Model e*
System Type (swme, gas, etc.) Capacity (or approved equal) Special Features)
-S!a-6A6- 50 GAL OR LESS. APPROVED MODEL
6E � H•u:. R .
SPECIAL FEATURESIREMARKS (Add extra sheets if necessary)
0 COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specifications needed to comply with
Title 24, Chaptcr 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This
certificate has been signed by the individual with overall design responsibility and the building owner, who shall—
retain
hallretain a copy of it and transmit the certificate to any su"ent purchaser of the building. When this certificate of
compliance is subrniued for a single building plan to be built in multiple orientations, all building conservation
features which vary are indicated in the Special Featur s/Res/Re marks section.
Designer
-' Name:
TtlelFrm.
• Address:
•
Documentation Author
Name: JOHN H. BACKER
TWOP m: JOHN B. BACKER b ASSOCIATES
Address: 4 501 E. SUWY t)UvE S , SUITE
PALM SPRINGS, CA 92264
Teleplwne: `) 327-4565
ci�nstu (cher)
Fm— los %
9
Building Owner
Name:
TidelFum•
Address:
Telephone:
(signature) (dam )
Enforcement Agency
Name:
Agency:
Telephone:
(signature a starrsp) (dur;
HVAC SYSTEMS
Minimum
Duca
Type uu naoe. sir
Efficiency
Location
Duct Output Manufacturer/ Model e>i
ooeditioner. ?seat pmep)
(St- SEER.ASPF)
(attic. ewe.)
R -Value (Btuh) (or approved equal)
FUFIACE
- I a .
ATTIC
2.5 "15, [�[X1 A P 5 gS ►-►.! O �o o i O t7
AIR COW.
Cl,c�
ATTIC
2.5 r) r, CIO
s- roni
Maximum Furnace Heating Output 5-5 , 2g 3 Btuh
HOT WATER SYSTEMS
Tank Manufacturer/Model e*
System Type (swme, gas, etc.) Capacity (or approved equal) Special Features)
-S!a-6A6- 50 GAL OR LESS. APPROVED MODEL
6E � H•u:. R .
SPECIAL FEATURESIREMARKS (Add extra sheets if necessary)
0 COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specifications needed to comply with
Title 24, Chaptcr 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This
certificate has been signed by the individual with overall design responsibility and the building owner, who shall—
retain
hallretain a copy of it and transmit the certificate to any su"ent purchaser of the building. When this certificate of
compliance is subrniued for a single building plan to be built in multiple orientations, all building conservation
features which vary are indicated in the Special Featur s/Res/Re marks section.
Designer
-' Name:
TtlelFrm.
• Address:
•
Documentation Author
Name: JOHN H. BACKER
TWOP m: JOHN B. BACKER b ASSOCIATES
Address: 4 501 E. SUWY t)UvE S , SUITE
PALM SPRINGS, CA 92264
Teleplwne: `) 327-4565
ci�nstu (cher)
Fm— los %
9
Building Owner
Name:
TidelFum•
Address:
Telephone:
(signature) (dam )
Enforcement Agency
Name:
Agency:
Telephone:
(signature a starrsp) (dur;
El
:j
L
:j
J
C7
Mandatory Measures Checklist: Residential
MF -1R
NOTE: Lowrise residential buildings subject to the Standards must contain these measnaa regardk= of the compliance
approach used hems marked with an asterisk (•) may be superseded by mote stringent compliance requirements listed
on the Certificate of Compliance. When this checklist is incorporated into the permit documents. the features noted shall
be considered by all parties at binding minimum component performance specifications for the mandatary measures
whether deny aro Nowa elaawbene in the docummu or on this checklist only.
DESCREMON
Seedling Envelope Mean res
• 12-MS2(a): Minimum ceiling i:nodedoo R-19 weighted avenge.
42.5352(b): Loose fill insulation mantfactuser's labeled R -Valva.
• 42.5352(c): Minimum TAU inwladon in homed walls R-11 weighted average (dna not apply w
atenfor masa walk).
$2.5332(1): Slab edge insulation -water absorption no no greater than 03%, water vapor
ttanamission rate no greater than 2.0 pnsm(utch.
12.5311: Insulation specified or installed meed California EnM Cammitdon (CECT quality,
standards. Indicate type and form.
12-5352M. Vapor basiers mandatory in Climate Una 14 and 16 only.
12.5317: InfilovioniWdaudon Controls
L Doors and windows between conditioned and wA=didoned spew designed to limit air
leakage.
b. Doors and windows certified.
e. Doors and windows westherstripped; all joints and penetrations eau1W and sealed
;2-533552 Special infiltration barrier installed to comply with J2-5351 mew CEC gyaHq
stan
42-5352(d): Installation of Fireplaces .
1. Masonry and factory -built fireplaces have:
L Tight fitting, closeable metal or glass door
b. Outside air intake with damper and conal
c. Flue damper and control
2. No continuous burning gas pilau allowed
HVAC and Plumbing System Measure
42.5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations.
f2 -5352(h) and 2.5315: Setback thermostat an all applicable beating systems.
•
12-5316(a): Ducts constructed. installed and insulated pas Chapter 10.1976 UMC.
12-5316(b): Exhaust systema have demperconsols.
12-5314(c): Gas -Cued space hating equipment has intermiumt igntition devices.
12.5314: HVAC equipment. water hater. dwwarfheads and faucets oeniiied by the CEC.
12.53520: Water heater insulation blanket (R-12 or greater) or combined intaiopbxterier
insulation (R• 16 or greater); first S feet of pipes t.lows to tank insulated (R-3 or greater).
42-5312(Eu,cpdon 1): Ape insulation on steam and steam condensate ream d recirculating
piping.
42.5318(d): Swimming Pool Hating
1. System has:
L On/Off switch on hater.
b. W uwruction plate on heater.
c. Plurnbcd ho allow for solar.
2. 75 percent dwmal efruciewy.
3. Pool cover.
4. Time clock.
5. Directional wasor inlet.
Lightingand Appliance Measure
;2-5352(1): Lighting .25 hunens/wstt or greater for geaeral lighting is kitchtas and bathrooms.
12-5314(c): Gas Dred appliances equipped with inarodawt ignition devices.
12-5314(a): Refrigerators, refrigerator-Inaehrera, fmczaa and fiut:eacant lamp ballasts calified
by the CSC. Indic— make and model number.
FWM Rewind D.OMn. I
DESIGNER I ENPORCLMENr
I A✓/*41
to/
a
T I T L.E :2-4- E N E R G Y C A L C U L ^-r I O N A R E A 1
JOHN H. HACKER, CIVIL ENGINEER, PALM SPRINGS 3227-45E5
NAME ------- JOHN CASTILLO
ADDRESS ---- MADERO LA QUINTA
DATE ------- 3/8/90
MANUAL J FOR HEATING AND COOLING LOSSES
AREA BLDG 1700 SQ. FT.
PERIMETER 188.8889 LIN. FT.
INSULATION R VALUES—FLOOR 0 ..CEILING 38 ..WALL 13 ..DUCT 4.2
AREA NORTH WINDOWS 57 SQ.FT. PERCENT OF AREA 3.352941
AREA EAST WINDOWS 64.8 SQ.FT. PERCENT OF AREA 3.811765
AREA SOUTH WINDOWS 67 SQ.FT. PERCENT OF AREA 3.941177
AREA WEST WINDOWS 49 SQ.FT. PERCENT OF AREA2.88'353
AREA SKYLIGHTS 6 SQ.FT. PERCENT OF AREA .3529412
TOTAL WINDOW AREA.237.8 SQ.FT. PERCENT OF AREA 14.34118
THE U VALUE OF THE WINDOWS IS .65 DUAL PANE
SOUTH OVERHANG LENGTH
INTERIOR THERMAL MASS AREA = 255 SO FT.
INFILTRATION (STD 0.018, MED 0.014, TIGHT .018
HEATING LOSSES
FOOTING LOSSES... 6558.22 BTU
CEILING LOSSES... 1334.177 BTU
WINDOW LOSSES, 4791.67 BTU
WALL LOSSES.... ::7'2.'251 BTU
INFILTRATION LOSSES... 7588.8 BTU
TOTAL HEAT LOSSES BTU/HR.. 23995.12
GAS FURNANCE SIZE 53893.66 BTU OR 45,000 BTU
COOLING LOSSES
FOOTING LOSSES... 282.0.741 BTU
CEILING LOSSES... 1721.519 BTU
WINDOW LOSSES... 14991 BTU.
WALL LOSSES.... 3507.065 BTU
INFILTRATLON LOSSES... 3::64 BTU
NO. OF PEOPLE... 5 COOLING LOSSES... 2000
K' I TCHEN ... 1500 BTU
DUCT LOSSES INCLUDED IN TOTAL
TOTAL COOLING LOSSES(SENS) 36332.33 BTU
0
0
E
E
TOTAL POINTS b } �_
0
0
POINT SYSTEM SUMMARY:CLIMATE ZONE
15
P -2R
PROJECT TITLE=JOHN CASTILLO
DATE=3/8/90
•
JOB SITE=MADERO LA QUINTA
BUILDING DATA
CONDITIONED FLOOR AREA'= 1700
NUMBER OF STORIES=
1
SLAB/RAISED FLOOR SLAB
TOTAL GLASS AREA 243.8 SQ.FT
%GLASS 13.98824
CHECK. ALL APPLICABLE UNIT TYPE CONDITIONS)
(X) SINGLE FAMILY DETACHED (SFD)
( ) ADDITION
ALONE
( ) SINGLE FAMILY ATTACHED (SFA)
( ) EXISTING
BUILDING
MULTI -FAMILY (MF)
C ) EXISTING -PLUS -ADDITION
SCORE CARD
MEASURES
POINT
SCORES
1.CEILING INSU. 38
o
2.WALL INSU. 13
-5
.
3.RAISED FLOOR INSU 0
o
4.SLAB EDGE INSU 0
i)
S.INFILTRATION STANDARD
0
& GLASS HEAT LOSS DUAL PANE
U= .65
3
SUM 1-6=
( -3 )
7.SHADING (SHADE OPEN)
GLASS AREA
SC= .677E
•
A. NORTH 3.352941 X .6776
= 2.271953
0
57
B. EAST 3.811765 X .E776
= 2.582852
-1
64.8
D. SOUTH 3.941177 X .6776
= 2.670541
0
67
E. WEST 2.882353 X . E776
= 1.953082
0
49
H. SKYLIGHT .3529412 X .77 =
.2717647
0
6
8. SHADING (SHADE CLOSED)
% GLASS
SC= .2552
A. NORTH 3.352941 X .iJJ `
- . BJJ67Ub
(.)
3.352941
S. EAST 3.811765. X .2552
_ .9727624
1
3.811765
C. SOUTH 3.941177 X .2552
1.005788
2
3.941177
D. WEST G.88-
�..rJ�353 X .2552
_ 55765
. ,73:,
4
2.882353
E. SKYLIGHT .3529412 X .77 =
.2717647
0
..3529412
9. INTERIOR THERMAL MASS 1.8
-1
10.EXTERIOR WALL MASS 0
0
SUM 7-10 =( 5 )
'
11.HEATING SYSTEM .72 S.E. X.82=
.5904001
0
12.COOLING SYSTEM 9.5 SEER
X.81= 7.E95
7
13 WATER HEATING S. G. SES H
-W. R.
N --7
TOTAL POINTS b } �_
0
0
PINSDA ,OZO
Pl-4A 3
C F
DIVISIONTRUSS
THE AC
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9=1/(619)347-9754
HOUSTON TRUSS
INDIO, CA
GTJ U.B.C. STANDARD 25-17
® SECT. 25.1738839
NER-275
QUALITY AUDITED BY
TIMBER PRODUCTS INSPECTION, INC.
Nw,: Vent W..ckx n.:.y In• umillyd
R -2.4x4.5 n•hcra no vvnl i. rrgnu-••41
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HOUSTON TRUSS
INDIO. CA
T Z U.B.C. STANDARD 23-17
QR SECT. 25.1738&39
NER-275
QUALITY AUDITED BY
TIMBER PRODUCTS INSPECTION, INC.
R-. 80 or equal
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ALL LUMBER TO BE:
STANDARD GRADE IFEM-FIR
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Irdo CaGfomla 92201/(619) 347-9754
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ROY. G. PALMER*5II5 .Iotiva. , Rivcrsidc, Calif, 92507
r•., �; neer venue -.a6 - '9
Consul 6 6.11 ;
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• •
•
•
• • • •
• • •
DESIGN LOAD
MR
LEN FORCE
NOR LEN FORCE NOR FORCE NBR FORCE NOR FORCE
LUMBER SOLUTION
TOP LL= 16.0 PSF
1- 2
5.21 -1691
5- 6 10.85 1510 2- 8 -436 3- 8 425 4- 6 -436
TOP 2X4 M1.
TOP OL- 14.0 PSF
2- 3
5.17 -1163
6- 1 10.85 1510
OOFF-L
BOT 2X4 -L N1,
BOT LL- 0.0 PSF
0Dec-
3- 4
4- 5
5.17 -1163
5 21 -1691
WEB 2X4 OF -L 1f3.
BOT OL'o 1 .0 P
*529f REDUCTION TAM
IN AXIAL 9TRM ONLY I 3 IrJ
DUR OF LOAD INC 1.25
SPACING 24.0 IN 0/C .
- DATE 8/15/89
NDN-gTA(�ARO LDAP JOB ID GAL28C
NONEL S S O E N PSF SHEET OF
/Q�p4ESSl
JT REACb MIN 8RG" PATI
p
5 760. 3.50"
3
4X8
I
Jr�V
6
0/A SPAN 22- 3- 8 (FT. INCHES, 16THS) SCALE= 0.250/1.0
REC CMB= 0.27" AT 6
HANDLING AND ERECTION
Handling and Erection are not the responsibility of the designer
T: me nlaie, manulac.tui ei
Trusses are to be handled with particular care during banding
and/or trundling deIwery andrnstallation to avoid damage
Temporsry and permanent bracing for holding trusses in a
.Iratghl and plumb position, and lot resisting talegl forces shall
be designed and installed by OIhel&
•Careful handling is essential and erection bracing is af-Sys
recto rod Normal precautionary action for trusses ItQutreS
such temporary btac,ng during installation between trusses to
avo-d Ipppl.ng end do-ino.ng .
• The supe his ion of arecl on of trusses strait be under the control
OF persons e.Periented in Ine installation of trusses. Notes-
sionat advice shaft Ifs sought if needed
•Conten lralion Of Co""Clion loads greater Ivan Ine design
loads shall not be a0oli.d to Irus fes al any lime.
.No I0.ds other In
Ine weight of Ine erectors shalt be SPOlied
tl ..�� _... �, r -r 1. r, , l..
DESIGN INFORMATION
Design meets with the latestrevision of: National Design Sped-
fication For Stress Grade lumber and Its Fastenings, of the
National Forest Products Association. and Design Speci6ca-
lions for Light Metal Plate Connected Wood Trusses. of Ine
Truss Plate Institute (TPI).
NOTE
I.Connector plates shall be located on both faces of the truss
.,In nails property imbedded and shall be symmetrical abeul
the joint unless otherwise shown.
2.Ap bracing and aeCfion recommendations are to be Followed
in accordance with bracing otwood trusses BWT 76 of TPI.
3.11 an Individual trussed unit requires more than one truss.
trusses Shap be fabricated as a separate unit, then nailed or
boned together as noted.
..The design assumes compression chords (top or bottom) are
continuously braced by sheathing Where bottom chords in
tension are not futhy braced by a properly applied rigid Ceiling.
MATERIALS AND FABRICATION
•Plates strata not be installed over knots. knolnoles or d-stoiled
grain Members Shan be cut for tight fitting wood 10 wood
bearing
•Plate centerlines and pint centerlines shall coincide except as
Otherwise Shown.
•DOubi cuts on web members shall -eel at Ine centerlines of
thew is unless otherwise shown
-All m Je"als are In accordance with the applicable section on
male data of the in
Design Specifications
-Fastener sizes shown are actual manufactured sires and may
need 10 be increased in site for certain handling and/or etec.
tion procedures
-Camber as shown on this drawing is that recommended for
normal conditions of loading and Fabrication. Camber may be
revised at the Option of the fabricator or architect
J�/
to
TRUSS DMSIDN
kC. HOUSTON W[10dP. Ce
" -f:mbe :nen Since 1884"
8a --,9J In Tc Boulevard
IDdID Caston:& E22011(61J) X7-9754
•
11
•
0
0 GIRDER LUMBER REQUIREMENTS -- MAXIMUM TIE-IN SPAN TABLES
USS TYPE 800, 4.00/12 SLOPE,
GIRDER SRUSS DESIC•NED ACCORDING TO TPI -74 AND
1973 NDS
.0 PST TOTAL UNIF(IRM LOAD
TCLL
- 20.0 TOOL • 10,0
BCLL • 0.3 SCOL
- 10.0
SPACING - 24IN. O.C. ALL9wABLE
PS
STRESS 14CIFASE - 1.21 PUTT CUT • 0.25 IN. 1-30-78
2 1 6 for CHORD 2 2 6 B41TOM
CHORD
2 1 6
TOP CHORD, 2 1 A 80TION CHORD _
NO 1 S DIT/GRN DOUG I1A
NO 1
S DRY/GRN DOUG EIR
GIRDER
LT t -SCAB 2 -PLY ?•SCAB 3 -FL►
3•SCAS
4-PLYPAM
1 -PLT 1 -SCAB
2 -PLY 2 -SCAB S -PLT S -SCAB 4-►LY01
2S-06 4S-06 SU -00 50-oo
Sn-00
So -00
1206
23-01 36-05 43-04 50 -OJ
50-00
50-u0
14 21-04 27-09
46-01 50-00 50-00 SP-Uo sn-oo0
U3 19-02 29-t0 55-11 45-05
SU -00
50-00
16 tE-OS 23-33
3A-04 44-04 Sn-00 S3 -co SO -30
to 11-10 15-03 25 -UO 30-04 3F.-02
43-11
50-00
14 1S-07 19-10
32-06 37-11 49 -OS 5C-00 52-03
20 9-11 13-10 21-01 25-11 32-03
37-06
43-05
20 13-03 17-02
27.11 32-10 42-07 .48-00 53-30
12 a -Us 11-11 18-00 22-04 27-07
32-03
37-02
22 11-06 1S-01
24-04 2 8= 10 37-02 42-01 50-33
i4 7-02 10-05 15.06 19-05 23-10
2E-00
32-01
24 10-130 13-04
21-05 ZS -06 32-09 137-03 44-01
26 6-62 9-01 13-06 17-00 20-09
24-07
245-01
26 8-10 11-1/
19-00 22-09 79-01 33-03 39-03
28 8-00 11-10 15-01 18-03
21-09
24-08
26 7-09 10-07
16-10 20 -OS 25-11 29-09 S5-03
Su 7-02 10-05 13-05 16-02
19-04
21-11
30 6-11 9-06
15-00 18-04 23-02 26-09 31-04
32 6-05 9-03 12-0o 14-05
17-04
19-07
32 6-02 8-07
13-06 16-07 20-t0 24-02 28-02
14 8-03 10-10 12.11
15-08
17-07
34 7-10
12-02 15-01 18-10 12-00 25-36
SG 7-05 9-09 11-04
/4-02
15-10
36 7-01
11-00 13-09 17-01 20-01 21 -OS
3A 6-05 8-10 10-06
12-10
14-05
36 6-06
t0-00 12.07 1S -C7 to -04 21-02
40 6-01 0-01 9-07
11-09
13-01
40
9-02 11-01 14-04 16-11 19.1,5
42 7-0 8-09
IU -09
12-00
42
8-05 10-08 13-02 1S -n7 17-11
44 6-09 A-00
9-11
11-00
44
1-08 9-10 12-01 14-05 16-06
46 6-03 7-04
0.01
1ft-01
46
7-01 9-01 11-02 13-04 15-33
466-09
8-05
9-04
48
6-07 8-06 10-n4 12-05 14-!'1
51, 6-03
7-119
R-07
so
6-01 -to 0-U7 11-07 13-02
EAI. 711-14 SPAN ACI
1 -PLY Out TO 6EA4IN4 -14C.1 0^•01 FIR
2 1 6 TOP CHORD, 2 110 BOTTOM
CHONO
GIRGEA
(4C.0 PSf TL AT 1.25)
NO 1 S DAT/CIN DOUG ESR
SPAN 21 4 FLT 71 6 PLT 2Y A PLT ill! rLT 2!12 PLT
GIRDER
------------------------------------------------------'-
SPAN I -PLY t-SCAO 2 -PLT 20SCAB 3
-PLT
t4SCAB
4 -PLT
14 17-10
26. 4 !S- S 43.
14 25-00 29-06 SO -00 50.00 S0-00
50-00
SO -00
1t 13- S
iU- 1 27. 1 35- 1 453. 2
16 20-11 24-1U 43-05 48-06 50-03
SO -00
50-00
27 10- A
16- 1 21-10 2•- 4 34-11
16 t7 -U9 21-04 37-01 41-U8 50-00
SJ -00
50-00
26 - 8
- 3 1E- 2 23- a i0- !
2U 15-U4 18-0r 32-n3 36.05 49-01
50-00
50-00
31, 7- 3
14 . ! 15- 5 2i,- 3 i5- •
22 IS -OS 16-05 28-04 32-32 41-02
0-05
SO -00
14 6- 2
4- E 13• S 17- E 2;-1-
24 11-10 14-07 25-01 28-08 34-05
42-04
SO -00
3e $- 4
!- S 11- 9 -S- 7 to. S
26 t0 -U5 1S-01 21 -OS 23-09 34-05
36-01
46-04
A2 A- 7
)- S 1('- 6 13-11 17- 4
26 7 -OS 11-10 20-02 23-04 31-03
34-06
41-10
46 4- 1
6- 6 4- S 17- a 15- a
SU 9-05 10-U9 18-04 21-03 214-32
31 -OS
3w-00
54 3- 7
5-11 •- 6 11- A. .- 3
32 1-07 9-09 16-04 19 -OS 25
-OR
2R-09
34-09
34 6-11 a-11 15-03 17-10 23-07
26-05
31-.1p
i6 6-U4 8-03 14-00 16-06 21-01
24-05
29-04
NOTES:
36 7-07 12-10 IS -02 19-11
211-06
27-00
I. FIND MAX. TIE-IN
SPAN FOR t PLY FROM TABLE BY ENTERING
4U 7-00 11-U9 14-01 tE-34
2U -TO
24-11
GIRDER SPAN AND
BEARING PLATE SITE.
42 5 -OS 10-10 t3-00 17-00
11-n4
23-U1
44 6-40 10-01 12-0 15-09
1N-00
21-05
2. TAKE THE NUMBER OF
BOTTOM CI -CRO PLIES PLUS BOTTOM C40RO
46 4-04 11-044 14-06
46 D -Oa 10-07 13-1,8
16-10
155--00
tY-11
1!.-07
SCAB, IF ANY, TIMES tt+E (-PLY MAX. TIE-IN SPAN TO FIND
SU 6-01 9-11 1i-09
14-(:9
17-05
ALLOWABLE TIE-IN
SPAN DUE TO BEARING.
}. IF ASOVe TIE-IN SPAN
WIOTH,
IS DEFICIENT, INCREASE THE BEARING
WEBS ARC TO BE 2X 4 STAND DRY/GRN
DOUG
FIR
W3 IS 2X 4 CONST? ORYi GAN OOL'G FIR
4. CHART SMOWS ONLY
THE TIE-IN SPAN PE14lTTE0, WITH T4E
LATERAL SPACING REQUIRED AT MIDPOINT OF
WEBS
ROOF LOAD ON TME
SACKS:GE OF THE GIRDER, ASSUMING !'-0"
W2, Nd. FOR {-PLY ANO I+SCAB CONDITION
ONLY
SPACING, ALREADY
OEDU:TED.
J�
GENERA: NOTCS
J2
JI
1. BOTTOM CMCRD SCABS MUST Be EQUAL TO
C J
BOTTOM CHORD LUMBER GRADE AND SIZE.
'I 0"
THESE SCABS SM•:ULO Of APPLIED TC THE
j
•�
SACK SIDE OF TME GIRDER, � ON THE
J1
�
JS
TIE-IN SPAN S!DE.
G�
��
2. BOTTOM G!^.RO SCABS MUST BE SPLICED
AT A TRUSS JOINT LOCATION, USING
THE OPTIONAL TRUSS CHORD SPLICE
CONNECTOR PLATE SCHEDULE SMOWN ON
�� ,�� A •(rah t•]S �-
.••-"' r • O
R.tC
�-
CS C7 C6 C5
l--~\
THEDRAAPPROPRIATE GIRDER SERIES ALAT(NG
REACT
J8 J7
Je REACT
�i,5?..n;� •'.f.1�� Q
S. REFER TO APPROPRIATE GIRDER SERIES
y''u u4�r
•`^- ��
PLATING DRAWING FOR HAILING SCHEDULE
,--- .•,•�J•R.ar.�
OF MULTI -PLY GIPOER TRUSSES. SOTTO'!
CHORD SCABS SHOULD BE CONSIDERED,
X14 -)ALL '{��`••-y ,`-',• I! +NtaH L
I%�i'"�ArtAA'•,':�� ao
�i
°QUAL TC AN ADDITIONAL PLY FOR NAIL-
ING PURPOSES ONLY,
4/12
1LSFe
004•
iTFe Sao
10.1111
40 Pit ,L
Ate tone!
� � /: ! � '� 1
^ %► p
► j Cly V
121 �,�,. ♦w► •
`�Vr,•'T�r�: -
4. ALL MEMBERS !LUST BE CVT TO BEAR,
WITH PLATES CENTERED ON JOINTS UN-
C 1•-21.6:;5:11
C 2•-I).2 s
-44.3:11 `1:
4S -51.5 as
).0:'5:41•.1::9:`=K•L
2 -e.S S S
`-.✓ Z`
LESS OTHERWISE SHOWN,
S. TRUSS
< 7-
C ••
20.3•ts•41•
20.5•rs•ns•
41.9.11 wS•
43.9..1
-.9•rs•45. 1!.0.41
'
•`-L6`Ieq.• :a+L �. \��: µw1•♦
�� �'`1='�44 ro'
.•
CHORD SPLICES SMALL BE LOCATED
•(ACt10w5•
tO.D•r5•tt•
20.7•Gt
/.: l 4✓'e. ( 4 ~'-
1/4 OF TME PANEL LENGTH (� 6"j,
MEASURED ,
FROM A JOItrT
J 1•
S.1.1%•GS•
A0101 Lo APS
).3•.1 J
7• 1.6.11-41- 2.3.41
` 1 K•�
i t
( �G •"
)�'t
•ki, 1
J z•
0.o•rs•es•
7.s•ct J
Y. f.o•rs•at• 9.5•c1
� 3 �, �1 ,
4
a S•
O.O•Ys•410
L0•ct
S• tie-in 3FAM-f.1
`,rl of `� '6•'',.•''• - i- '��
INS. GaA 5..n•f,.,
p Hydro-A/rEngineerl g Inc., 1878
IMC. 13 r45D0MSIUS for SnVCnrat delgn I=tracy Only, based OR ate design Crff" Sao" on
800
Connector live Calcutatlons are rand only for Hydro-Alr Connector 7latea. Hyaro-Alr assumes no resoon-
unensaim
ERMO-AtrFirmeortmo.meertno,
ueuracT, Ies:netle aogearanee,121IMMIM oualaY or unnamev. msullallan DT IMS3es. nor
SIFMUfe 114510". Fa Imormatton
.
4/12 iLJPE T P, I C 0 D E
regarnlnq hortcallon, amtrty Control, s(Wage,
uses Consuu tee oualay CmIref Manual
dAlNery, Necnm and��
2, / 1 f: I • I 1J= 4G rS F AT 1OW
for LAW Metal Puta Cone -.cod Wcoa Trussts-0Csl•77, SndtheEA�NiiR31VQING
trusses MJn9a►8WT•7B, Truss Pute Institute. IRC- 7411 RIpOs Road. MYIBritII8. MO 20783.
P O BOt 1759
•, C , 1 0 0 U 6 L A � F I R
SAINT LOUIS MISSOURI 6:;177
r�
Q
0
•
•
I TYPE 840 GIRDER CONNECTOR PLATE FEMIREiv1ENTS I
C.
21
•.• 21 A TOP CHORD. 21 6 B01TOR CHORD ••• It 5/4/40/01-
PUS 1-1�OTN •• PLATE LOCATIO4 .• JOINT
1014, PLATE 1111 •• 1 •• •• Y •• TYPE
J 1 S Ili A 14 PT t
J to i 1/2 1 13 PT END HEIGHT • 3.91 IN. 14
YITN 3 1 6 PT SECONDARY PLATING
J 2 3 1 4 PT 2 5/614 314 5
J 3• 4 1/2 1 5 PT 4 1/214 2 7/614 6
J )• i 1/2 1 6 PT 7
J tl 2 //2 A 3 Pt 4
•• OPTIONAL SPLICES ••
C 2 !S i 112 A 4 P1
C 7 IS 4 112 A 4 PT
GIRDER NAILING NOTES -
1. 1/2" DIAMETER MACHINE BOLTS MUST Of USED AT 4'-0" SPACING -b1-
lAnITIFIN ..(..TME QUANTITY OF 100 NAILS SHOWN FOR d1 .k -P1 Y AGTTOM
CHORDS.
2. 100 NAILS USED IN TIC -IN TRUSS HANGERS MAY BE INCLUDED IN TOTAL
NEEDED FOR 2NO TO IST PLT CONNECTION.
1. EACH PLY OF UPPER CHORDS AND WEBS MUST BE CONNECTED WITH 100 NAILS
. ON 12^ CENTERS.
4. MAIL QUANTITY IS BASED ON 2'-O" fit -IN TRUSS SPACING. NAIL QUANTITY
MAY BC REDUCED PROPORTIOWTELY'FOR LESSER TIE-IN TRUSS SPACINGS.
S. NAIL QUANTITY BASED ON DOUGLAS FIR AND SOUTHERN PINE) FOR MCN -PIA,
ADD 40♦ MORE NAILS
'M0. OF ABO MAILS PER TIE-IN TRUSS FOR MULTI -PLY GIRDER BOTTOM CHORDS
2-!LX.jTN I 3 -PLY BOTTOM CIH)RD I v -PLY BOTTOM CHORD (SEE %OTC 1)
•
•
Si
••• 71
6 TOP CHORD.
2110
BOTTOM CHORD ••• 1 •14/40/0)
POST -TOOTH
111
]No
JOINT
PLATE SIZE
•• 1 •• •• t ••
TTPE
j1
4 112 A 14
PT
t
J to
4 1/2 A 13
PLY
\
PLY
ti
WITH
4 1/2 1 10
PT SECONDARY PLATING
/74DIAPI.
BOLTS
J 2
••• )A
6 TOP CHORD,
21 6
BOTTOM CHORD ••• E F/4/tn/o)
, 3•
4 t/2 A 4
PT
9
6
J 7•
4 112 1 6
PT
1 4'-0•
7
6
2 1/2 A 3
PI
4
• OPTIONAL SPLICES
•
'
t 2 1S
3 1 4
PY
SPACING
C / IS
P.1S 1-t^0TH
PT
•• ►)ATE LOCATION ••
JOINT
JOINT
PLATE SIf1
•• A •• •• T ••
TYPE
•
, 1
J fA
WITH
S t/2 A 14
4 1/2 1 ti
3 1/2 1 I:
rT
PT END HEIGHT • 3.94
PT SECONDARY PLATING
1
IN. 14
TOTAL 240 TO ST
0 TO EST )RD TO 2NO
2NO
TO ISI 3R0 TO 240 TH TO SRO_
TIE -I% -SPA TIE•IN-SP
TIE -IN -SPA IE -IN -SPAN TIE -IN -SPAN
J 2
J 3•
3 1 4
4 112 A S
PT
PT
2 5/bl" 314
4 1121" 2 3141"
S
6
LOAD
f1E••IN-S►AI
O' 30' 40' 20'30'
40'
20'
30r 40-20' !0' 40' 20 30' 40'
J 7•
J A
4 112 1 6
2 1/2 A 3
PT
PT
I
4
(►SF)
20'
30' 40'
ZS -35
4
i 7
S 7 10 !
4
S
6
B 11 S 1 10 2 4 4
•• OPTIONAL SPLICES
•-
76-4
S
) 9
9 9 12 3
S
i
1 7
ll 114 6 9 12 ! 4 S
C 2 IS
C 2 IS
4 112 1 4
S 112 1 S
Pt
PT
vi -S
L
11
1 1l IS 4
6
t
1
13 17 t 11 IS S B
•
1c_a
T
Ie I1
I1. Ia S
7
9
10
is 20 9 13 1O 4 S 1
•
•
Si
••• 71
6 TOP CHORD.
2110
BOTTOM CHORD ••• 1 •14/40/0)
POST -TOOTH
•• PLATE LOCATION ••
J0141
JOINT
PLATE SIZE
•• 1 •• •• t ••
TTPE
j1
4 112 A 14
PT
t
J to
4 1/2 A 13
PT
Elio HEIGHT • 3.94 IN,
ti
WITH
4 1/2 1 10
PT SECONDARY PLATING
J 2
3 A 4
P1
2 5/BIN Sln
S
, 3•
4 t/2 A 4
PT
4 1/234 1 7JAIN
6
J 7•
4 112 1 6
PT
7
6
2 1/2 A 3
PI
4
• OPTIONAL SPLICES
•
'
t 2 1S
3 1 4
PY
C / IS
7 A 6
PT
:0 GA. PT PLT - :23 PSI (USING GROSS PLATE ARIA)
PLATING CONFORMS TO TPI -74, MUO !17.03.
CE14E•AL NOTES
1. BOTTOM CMCRD SCA11 MUST /! EQUAL TO 10TTON CHOAO LUMBER GIIAOE
AND SIZE. ,MESE SCADS SHOULD BE APPLIED TO TME AACK SIOC OF
THE GIODeft. t2l ON THE TIE-IN SPAN SIDE.
2. BOTTOM CHORD SCAIIS MUST BE SPLICED AT A TRUSS JOINT LOCATION,
USING THE OPTIONAL TRUSS CHORD SPLICE CONNECTOR PLATE SCHED-
Ul! SHOWN ON THE APPROPRIATE GIROCR SERIES PLATING DRAWING.
1. REFER TO APPROPRIATE GIRDER SERIES PLATING DRAWING FOR MAIL-
ING SCHEDULE OF MULTI -PLY GIRDER TRUSSES. BOTTOM CHORD SCABS
SHOULD BE CONSIOtREO EQUAL TO AN ADDITIONAL PLT FOR WILING
PVRPOSES ONLY.
III. ALL MEMBERS MUST BE CUT TO BEAR, WITH PLATES CENTERED ON
JOINTS UNLESS OTHERWISE SMOWN.
S. TRUSS CHORD SPLICES SMALL BE LOCATED 1/4 OF THE PANEL LENGTH
C1 6"), MEASURED FROM A JOINT.
ilk
%PJ •'" o "`/qui • \�14tzi-
4L
•
NX
nai L^ �'Rgrl...: 1� nl7eN L I�
C)• Cil 1�`4 w mei! *.•.':^ti, .�.. ..
JS
tES:JU.
■ L- I• S2 �_`v„�1RGl, _+L'Lb t ��.•'`�M f�I. J
11
�JlA J2 z 7g �=`~^ :�• ',�1�._t,�,,, i ��f�,��.,•-fit*�
- •rl 01.4 �• r�+F'.•::1:..:'I .117 „-i.,J ..
I rJl•I• O Hydro -Air EnpfnooNnO, Inc.. 1078 1
goo
NT+re•Ar fzogmmrt. lea a rMDossak Ter uncrRYM OMNI bCwO y a"E, hued as Old ala Craw 01011114011
4/ 1: SL :PE T r I C C G- nn u*rIq• Ce1r.■ar Don ••c*' m vA a aerytar HYatMr caxleaor D171M. NYIre•Ar usuaul m rwor,
2 r; / 1 C / G / : L = • 0 ;-SF A T 1.21 ' In CartaMIN IaI�Y, RA31h411C 100"I'MCIL 13WXIUW as or umam”. rmmmDe r massa. AN
dor mazer■ Dam. For WronRnml rag rom rawrma. Nue Ca1Rrd, 31af10e. ammmy. "nun AAO
• C - . 0 0 L C L :. S F I n R T = L T P. 0. BOX 17 S B *224 d masa. cassa Lite OuArtY Caron MJAnr rar LAW &ww Pflyd mM47M INfO/ rnmsm•OCIA-77. Aad DM
' 4ArItT LOUIE. HX IT35 FII 6]177 &--M d Hua/ Inns t AfwwZffr•76. Tms Pigs ImIIt" DIC. 7411 Rg01 Roel, IryaRanBe. NO Mm
DESIGN LOAD NBR LEN FORCE NBR LEN FORCE NOR FORCE MBR FORCE NBR FORCE LUMBER SOLUTION
TOP LL= 16.0 PSF 1- 2 4.97 -3253 5- 6 5.89 2951 2- 8 53 2- 7 -803 4- 7 -803
TOP DL= 14.0 PSF 2- 3 4.82 -2223 6- 7 4.82 2951 3- 7 1116 4- 6 53 TOP 2X4 OF -L ill.
BOT LL= 0.0 PSF 3- 4 4.82 -2223 7- 8 4.82 2951 BOT 2X4 DF -L ill.
BOT DL= 10.0 PSF* 4- 5 4.97 -3253 8- 1 5.89 2951 WEB 2X4 DF -L N3.
*51SF REDUCTION TAKEN
IN AXIAL STRESS ONLY I 3 5 7
DUR OF LOAD INC 1.25
SPACING 24.0 IN 0/C
DATE 6/ 8/89
NON-STANDARD LOAD JOB ID EDDY22SC
JT LBS SECTION PSF SHEET OF
NONE NONE �`E $ ,.v
JT REACT MIN BRG ren , G. PAI
5 750. 3.50 r. ZIP -
50.
PROVIDE HORIZONTAL MOVEMENT AT SUPPORT 131.3 z�
3
5X9 `,CIVIV
F nr nklk�
Ln
b
0/A SPAN 22- 0- 0
REC CHB= 0.39" AT
HANDLING AND EPECTION
Mandt-ng and E rection a,e not the resoonsrb-Idy of the designer
. me n�a:e manutar.hue.
Trusses a'e to be "noted wilh particular care during banding
and ro• ... �dbng. del..ery and msiatiation to said damage
T". ana Oe,manent brae ing lot holding trusses in
air a:p ; plumb position. and for res,sInq lateial forces shall
b•,�f;
' Ca and installed by others
•Carew, handling is essential and erection bracing is always
required Normal preyul,onaty action tot trusses requires
such temporary bracing during installation between trusses to
avO'd InppLn4 and domno,ng.
• The supervision OI electron OI trusses shall be under the control
of persons experienced in the installation of trusses. Proles-
. sionaladvice shall be sough) rf needed
•COAC enpalgn of construction loads greeter than the design
bads Shan not be*polls
d to trusses at any lime.
•alp loads other than the weight of the erectors shall be applied
to Musses until ane/ an fastening and bracing is completed.
(FT.. INCHES. 16THS)
7
SCALE= 0.375/1.0.
DESIGN INFORMATION
Design meets with the latest revision of National Oes,gn Spell"
ficabon For Suess Grade Lumber and Its Fastenings. of the
National FOtest Products Association. and Design Soeabca-
lions lot Light Metal Plate Connected Wood Trusses. or the
Truss Plate Institute 17Pq
NOTE
%.Connector poles shall be tocaled on both laces of the truss
with nails property imbedded and shall be symmetrical about
the joint unless otherwise shown.
2.Atl bracing and erection recommendations are to be followed
in accordance with bracing of woodtrusses BW T 76 of TPI.
jilt an Individual trusted unit requires more than One truss.
trusses shall be fabricated as a separate unit, then nailed or
boned together as noted.
*.The design assumes Compression chords (top of Pottom) are
continuously braced by sheathing. Where bottom chords in
tension are not fully braced by a property applied rigid ceiling.
they should be braced at a me ximum spacing of 10* 0•• o.e.
MATERIALS AND FABRICATION
-Plates shall not be installed over anols. knotholes or distorted
gram Members shall be cut lot light Idling wood to wood
bearing
-Plate cenierknes and pint Cenledines shall Coincide except as
otherwise shown.
•Douor cuts on web members shall meet at the centerlines of
the w _,s unless otherwise shown
-All m .renals are in accordance with the applicable section on
materials of the TPI Design Specifications
-Fastener sizes shown are actual manufactured sues and may
need to be increased in size lot certain handling and/or exec"
hon procedures
•Camber as shown on this drawing is that recommended for
normal condrtrons of loading and labrrcahon. Camber may be
revised at the Option of the fabricator Or architect
7 sg MOM"
HE AC HOU-510H WMBER Co.
"Lumbo.msin S06e 1884"
8S 490 )nolo Boulevard
Indio Calhmia 022011(M1 47.9754
0 0
DESIGN LOAD
TOP LL= 16.0 PSF
TOP DL- 14.0 PSF
BOT LL- 0.0 PSF
BOT DL- 10.0 PSF*
**PSF REDUCTION TAKE/
IN AXIAL STWM ONLY
OUR OF LOAD INC 1.25
SPACING 24.0 IN 0/C
JT LBS SECTIOND PSF
NOt;= 1;01iE
JT REACT WIN AM
5 BD2. 3. 550"
In
d
MR LEN FORCE
1- 2 5.33 -3499
2- 3 5.20 -2388
3- 4 5.20 -2388
4- 5 5.33 -3499
1 3
0
Mit
LEN FORCE
IBR FORCE NOR FORCE MBR FORCE LUMBER SOLUTION
5- 6
6.26
3185
2- 8 57 2- 7 -877 4- 7 -877
6- 7
5.20
3185
3- 7 1198 4- 6 57 TOP 2X4 DF -L M1.
7- 8
5.20
3185
BOT 2X4 DF -L M1.
8- 1
6.28
3185
WEB 2X4 DF -L N3.
the joint unless Otherwise show n.
5
2.All bracing and erection recommendations are to be followed
7
PROVIDE HORIZONTAL MOVEMENT AT SUPPORT
3
5X8
. 00 2.00 .,£ .
0/A SPAN 23- 6- 0 (FT. INCHES. 16THS)
REC CMB= 0.45" AT 7
SCALE- 0.375/1.0
NAN DL ING AND ERECTION
DESIGN INFORMATION
Nandl�ng and Erecloon are not the espnnsibildy of the designer
Oesign meets with the latest revision Of. National Design Speci-
nr rh. pure manuuctur.r
hcation Foe Suess Grade Lumber and Its Fastenoof the
Trusses are to be handled with particular care during banding
National Forest Produces Association. and. Dessgn Specdrea-
andr or bundlmg.oetivery snit mslanauon to avoid damage.
tions for Light Metal Plate Connected Wood Trusses. of me
Temporary andpe"nanenl bracing lot holding trusses in a
Truss Plate Institute (TPI)
air sign, and plumb position• and for resisting lateral forces shall
NOTE
W designed snit instilled by others
t Connector plates Shan be located on both faces or the truss
•Careful handling ,s elsenlial and erection bracing is always
'with nails property imbedded and shall be symmetrical about
r equ,led Normal precautionary action for trusses requires
the joint unless Otherwise show n.
such temporary bracing during installation between trusses to
2.All bracing and erection recommendations are to be followed
avoid topoling and dommomg
In accordance with bracing of wood trusses BWT 76 of TPI
.The supervision of erection of trusses snag be under the control
3.11 an Individual Trussed unit requires more than one truss.
of persons e•penenced in the inSlahstion of Trusses. Proles-
trusses shall be fabricated as a separate unit. then nailed or
"Onal advice shall be sought i1 needed
bore ad logethe r as no led.
•COnce neral.On of cons lruclion toads greater than the design
e,The design assumescompressionchords(too or bottom) are
bads shallnotba sopliedtolrwses ltanytime.
continuously braced by Sheathing. Where bottom chords in
.NO baOs other than Int weigh of the erectors shall be applied
to lnf•A•�h#t In rql a
tension
tension are not Tully braced by a properly applied /gid ceding,
applied
•ntl ceiling.
a.. properly
.. . ..gully braced
MATERIALS AND FABRICATION
-Plates shall not be installed over knots. knolholes or distorted
grant Members shall be cut for light filling wood to w000
bearing
-Plate cenledines and pint cenledrnes Shan coincide except as
otherwise shown
•DOub' cuts on web members shall meet at the centerlines of
Ihew is unless Otherwise shown
-All m .lerrals are in accordance with the applicable secl,On on
matenalsol the TPI Design Specifications
-Fastener sizes shown are actual manufactured sizes and may
need Io be increased in sue lot certain handling and/or exec•
lion procedures
.Camber as shown on this drawing is that recommended too
normal conditions OI loading and fabrication Camber may be
revised at the option of the fabricator or architect
DATE 6/19/89
JOB ID SHRP23SC
SHEET OF
7MSS Di iSIi`H
*kC. "SION LUMBER Co
"Lum5eanerr. Since 1834"
8_-493 IrS.- Boulevard
Indio CJitorr:A 827.01/(8'1,5) 2.17-9754
0 0 0
l
DESIGN LOAD
TOP LL= 32.0 PSF
TOP DL= 24.0 PSF
BOT LL= 0.0 PSF
BOT DL= 34.0 PSF
OUR OF LOAD INC 1.25
SPACING 12.0 IN 0/C
NON-STANDARD LOAD
JT LBS SECTION PSF
2 458. NONE
JT REACT NIN BRG
u
3 662. 3.50"
• 0
NOR LEN FORCE MBR LEN FORCE MBR FORCE NOR FORCE NOR FORCE LUMBER SOLUTION
1- 2 4.01 -1408 3- 4 4.81 1319 2- 4 163
2- 3 4.01 -1408 4- 1 4.81 1319 TOP 2X4 DF -L #I,
1
BOT 2X4 DF -L M1.
2 3 WEB 2X4 DF -L 03.
2
4X8
4
0/A SPAN 9- 7- 8 (FT. INCHES. 16THS) SCALE= 0.500/1.0
REC CHB= 0.12" AT 4
HANDLING AND E AEC TION
Handling and Erection are not Int responsibility of the designer
ler me ;are man.11aCl.rr.r
TruS sas an to be handled w.lh particular Can during banding
anal or bundling. Oelwary and mslallation to avoid damage.
Temporary and permanent Drsc in loo holding trusses in e
W stghl andptumb position. and for res.fl.ng lateral tortes snail
W assigned and.nalalled by others
•Caralul har.01.9 rs, assonoal and election bracing Is always
1 &raised Normal precautionary action for trusses roquiles
such temporary bracing during installation between trusses to
avoid lopplrng and donninorng.
.T he supenraron of election of Trusses shall W under the control
of persons :Ion
in IM inslaltatron of trusses. Protes-
Ponatadvice shall be sought d needed
•Cont 41ntraYOn of Consllucl.on loads gloater than Ohs design
loads ane 11 n01 be applied to Ilu a sas al any time.
rN0 bads that then In weigh Of the eleClon shall be applied
DESIGN INFORMATION
Design meets with the latest revision OT National Des.gn Speci-
lication For Stress Grade Lumber and Its Fastenings. of the
National Forest Products Association. and Design Specd.ca-
WAS for L�gtil Molal Plate Connected Wood Trusses. of Ina
Truss Plate Inswuls I TPI)
NOTE
I.Conneclor Violas shall be located on both laces of the truss
with nails properly tmoedded and shall be symmetric about
the joint unless tithe (wise shown.
2.Atl bracing and erection recommendal.ons are to be followed
in Accordance with bracing of wood trusses BWT 16 of TPI.
3:11 an Individual trussed unit requires more than one Truss.
trusses shall be labricaled as a separate unit. then nailed of
bodedtogelherasnoted.
4.The design assumes compression chords (lop or bottom) are
continuously braced by sheathing. Where bottom chords in
tension are not fully braced by s property applied rigid ceiling.
MATERIALS AND FABRICATION
-Plates shall not be installed oval knots. knothotes or d.storled
grain Members Shall be cut lot tight Idling wood to wood
eating
•Plate canlerlinea and pint Centerlines shall CoinC.oe e.Cepl as
olhelw.se shown
*Doubt cuts on web members shall meet at the centedmes of
thew .rsuntefs Otharwise".n.
•All m .renals are in aCCOIdanCa with the applicable SeClion on
materials of the TPI Design Specifications
•Fastener sites shown are actual manufactured sties and may
need lig be increased in site lot certain handling and/or Stec -
lion procedures
.Combat as shown on this drawing is that recommended lot
normal conditions of loading and fabncabon. Camber may be
revised al the option OI the fabricator of architect
DATE 8/11/89
JOB ID CSCN9TH,
SHEET OF
10
TRUSS DMSION
'lumbearlen Since 1834"
&,-490 Inalc Boulevard
Indio Culiforr•.la 822011(015) 347-9754
• • • .• • • • • • • •
DE3II�1 LOAD
T�P ll� PSF
OP DL- 14. PSF
BOT LL- 0a PSF
BOT DL- 10. PSF •
*VV REDUCTION TAM
IN AXIAL 91RE99 SLY
SSPPAACNG�24. 0 I N1 O/C
JT LSI NIIMARSF
NONE NONE
JT REACT N I��E
3 598 3.50-
REC CHB- 0.21' AT 4
n
web
1 2 E74 FORC 38 4 8 54 FO890 N8R FORCE F08t5'.E ISR FORCE TLUI�BER SOLUTI OP 2X4 OF—L ,
2— 3 7.74. —945 4— 1 8.54 890 BOT 2X4 OF—L B26
YEB 2X4 DF -L #36
1 2 3
Q`o�essiona/ F48� E 9 g/88
tj AGATE* F.., Opo .. J�B IQ 4171.
- c� SHEET OF
\�e�P� EN NF POFESS/0N
I I l.
ROY GE'f;CE ` ~� •.�sf �rAC q�F
I tic
Fal LM ER m
. In
\ �FC
31. �� '' J1'• C 1 V 1 L l c o. 131 2i
Exp. 3-31.. 3 89 �
NA USp. �'>''.........
No - 191 9lF OF CAIIQ Q
2
4X4
IP
u+
4
0/A SPAN 17— 1— 0 (FTs INCHES. 18THS) SCALE- 0.375/1.0
HANDLING AND ERECTION
Handling and (fectlon ars rot Mea reeperusMRy d PW desWner
Or IM Vale manufacturer.
Trues" are to be hendted ooh esrgpultr COrg Oil" beMl•g
"for bunduy del"ry end melNle"on%*=damsgD.
Terrrpatery end permanent bracing 'Of holding liu9$ae In a
WolgM and pho poollion• and for resrMrg 1410.01 forces aha"
be daetgr.ed and Inaun.d br others.
•Cve herndrara s. *.*e tisi and ore~ breckv Is at""
squired. NO—ofpraca
s.no—y Oct" IV Irvueo r.OVl,ee
such feenpo ery Mafrry du•ti01mt4"atbn belie— trusses to
a.ob twigreyy vd dornF.o I
. ihe arp.rvleton M o1 IIDn 0 In»ew t%aal Hs leidif here ppnirtl
of person* ea srlanced I. I%* Kala Oslion Of Irua COD. lino(".
•what bid to* *has be w vM d no.dild.
•COnC*"l'8l m Of cor•at.ucrksw foods eroeftpr &din the design
pada Nialln0f be eopnod p t"W-3- at crry "mit.
•NO bad, oilier ths. the wMghi of here enactors pre, be 6001t*d
bl"sea until she, 90 r*sf.ning and brocing 16 CO- Dialed
DESIGN INFORMATION
Design most* -tin IM 1.1.1 favlslon of, National Design soocl-
Oc.hon For Straw Grads lumber and u% Ful■nings. of IM
Nvbnal Forest products Association: and Design pactllca-
lions tot liglll Msl■i Pints Connected Wood Trusses, of the
True* Plots
nf"tute JTPI).
NOTE
I Cor__ pier e"be locel*d on both faces of Mia hues
w"n or$* Wop.rly 1-b.dasd and $nail be ■V--strical obout
the joint unlees othonel.0 shown -
2 Au brace g and erection racommerd*florra aro sabe folk rood
M accordance with bracing of n.00d mule#§ RW T 10 of T pl.
9 If an Individual trussed unit require% more then err* trues.
trues" shell be labric*lad as a "palate un". then mailed or
bowed logothe- as noud.
e.Th. deign aeoum*e compr*"ion chorda 1100 OF bo110n1 Ors
confl nronritly braced by sheathing Where bottom chords In
lansionv* not fully braced by a properly &polled r a ceding.
they ahinuifl be braced at a m*.Irnum ■/wing 0110 p" 0 C.
ciu
MATERIALS AND FABRICATION
*Plates shall not be Ms failed Omar snots. knotholes or distorted
grain, uember, sh&0 be cut 101 fight lilting wood to wood
beving
-Plate CenfaNnes and pint centedines shell coincide escept as
ohemiso %hewn.
*Double cuts on web members then meet e1 res cenitrIlnes of
t1r! webs unless otherwlee %hoeM.
•All m*le,lels .,* N ICCorOsnce with the "Okable lection On
.910,161* OI the TPI Design Sp.Cifit allont.
eFUlwner site. shown vm actual manufactured sites and may
need to be Incr6■sed In site bl certain hendwng and/or srec-
don pros "ures.
•C9mmr .0 shown On this draw" is that recommended for
normal condllbns or loading and Iab11c&lion Camber may be
revised at the 00110n of the I.brlcalor of archwKl.
'EAGLE METAL 11000C:5 10 .1 to gest connecter plata•
hemi a be latent 1. .nct as fns of Ise list.
..Ina .et Ort. .tthod fat c-Icu Olson.. ICSO st6T0.
TRUSS DMSION
THE AC HMION WMdER
"Lnmbeanan SYnce 1884"
85-493 India SoWevanl
Wo Udontli 022011(615J_ 347-9754
�. OFFICE OF
o
AGRICULTURAL COMMISSIONER
y' AND
14:; ;::� WEIGHTS & MEASURES
CALVIN C. KAMINSKAS
JAMES O. WALLACE 4080 LEMON STREET, ROOM 19 Aaststant Commissioner
AQrtoultural Commissloner RIVERSIDE, CALIFORNIA 92501 CLEMENT BENVENISTE
DIreotor of Welghts a Measures (714) 787-2561 Seater
49613 Highway 86, Suite B12
Coachella, Ca. 92236
(619) 342-8291
DATE CASE NO. CtZ 03
DEVELOPER'S NAME:%/KSZ�ii` D�lf� QIZ�D
ADDRESS:
92-2,01
TELEPHONE: clvl%) 3 /'% 3/1S� j Y7 7e 9-
Dear Developer:
After reviewing your landscaping plans, all plant material listed is not in
violation of quarantine laws governing the Coachella Valley. If substitutions
do occur and they differ fran plant material listed, this office must be notified
immediately.
Thank you for protecting and preserving the Coachella Valley's pest -free environment.
Agric tural Camussioner's Office
cc: Indio and Riverside Office