HomeMy WebLinkAboutB17-1357 047-100-1911 /1
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BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
INSPECTION CARD MUST BE ON JOB SITE,
Permit No: B17-1357
i,
24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections•.is 3pm)
Develonment Services cannot r-uarantee inspections on the date requested
Office: 530.538.7601 Fax:530.538.7785 www.ButteCounty.net/ddE
APN: 047-100-191
Address: 15082 HAMILTON NORD CANA HWY,
CHICO
Owner: NICHOLS THOMAS R & SHEILA
Permit Type: ELECTRICAL
Description: TRANSFER S'
AREA
5
SRA Area: Yes
Front: Centerne of Road:
Rear: SRA:
Street: AG:
Interior
Total Setback from Centerline of Road:
ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING
k
Insvection Type
IVR INSP DATE
Setbacks
131
Foundations / Footings
111
Pier/Column Footings
122
Eufer Ground
216
Masonry Grout
120
U.'VDS-Q
131
Do Not Pour Concrete Until Above are Signed
Pre -Slab
124
Gas Test Underground/floor
404
Gas Piping Underground/floor
403
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
Under Floor Plumbing
412
Under Slab Plumbing
411
Blocki❑ nde inin
612
Tiedown/Soft Set System
611
Do Not Install Floor Sheathing
or Slab Until Above Signed
ShearwalUB.W.P.-Interior
134
ShearwalUB.W.P.-Exterior
135
Roof Nail/Drag Trusses
129
Manometer Test
605
Do Not Install Siding/Stucco or Roofing Until Above Signed
Rough Framing
153
Rough Plumbing
406
Rough Mechanical
316
Rough Electrical
208
4 -Way Rough Framing
128
Gas Piping House
403
Gas Test House
1 404
Inspection Type
IVR INSP DATE
T -Bar Ceiling
145
Stucco Lath
142
Plumbing Final
813
Fire Sprinkler Test or Final
'702
Swimmi
Pools
Setbacks
131
Pool Plumbing Test
504
Gas Test
404
Pre-Gunite
506
Pre -Deck
505
Pool Fencing/Alarms/Barriers
503
Pre -Plaster
507
Manufactured Homes
Setbacks
131
Blocki❑ nde inin
612
Tiedown/Soft Set System
611
Permanent Foundation S stem
613
Underground Electric
218
Sewer
407
Underground Water
417
Manometer Test
605
Continuity Test
602
Skirtin Steps/Landings
610
Coach Info
Manufactures Name:
Date of Manufacture:
Model Name/Number:
Serial Numbers:
Permit Final
802
Electrical Final
803
Mechanical Final
-..,809
Plumbing Final
813
Fire Sprinkler Test or Final
'702
►r
fi
i
Public Works Final 538.7681
Fire De artment/CDF 538.6226
Env. Health Final 538.7281
Sewer District Final
"PROJECT FINAL . i7
i*Project Final is a Certificate cf Occupancy for (Residential Only)
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR
RENEWAL 30 DAYS PRIOR TO EXPIRATION
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4
BUTTE COUNTY ,
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION (IVR)#:530.538.4365 j
r OFFICE #: 530.538.7601 FAX#:530.538.7785
` www.ButteCounty.net/dds
Site Address: 15082 HAMILTON NORD CANA
Owner:
compensation laws of California, and agree that, if I should become subject to the workers'
Permit No: B17-1357
APN: 047-100-191
NICHOLS THOMAS R & SHEIL
provisions.
Permit type: t MECH ELECTRIC PLUMB
15082 HAMILTON
NORD CANA
Issued Date: 7/6/2017 By JMD
Subtype: ELECTRICAL
CHICO, CA 95926
Expiration Tate: 7/6/2018
Description: TRANSFER SWITCH,
actor the property owner's behalf**.
I have read this construction permit application arrJ the information I have provided is
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN
Occupancy: Zoning:
Contractor
Applicant:
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
Square Footage: ;
MASTEC NETWORK SOLUTIONS INC
MASTEC
NETWORK
Building Garage RemdVAddn
3443 AIRPORT ROAD
3443 AIRPORT ROAD
0 0 0
SACRAMENTO, CA 95834
SACRAMENTO, CA 95834
Other Porch/Patio _ Total
9164127764
9164127764
0 0 0 +
LICENSED CONTRACTOR'S DECLARATION
OWNER / BUILDER
DECLARATION
• Contractor (Name) State Contractors License No. / Class / Expires
I hereby affirm under penalty of perjury that I am exempt frora the Contractors' State License Law for .
- MASTEC NETWORK 984138 / CIO / 6/30/2019
the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section -
7031.5, Business and Professions Code: Any city or county mat requires a permit to construct, alter,
_ I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9
improve, demolish, or repair any structure, prior to its issuan:a, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' '
(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license iE
in full force and effect.
State License Law (Chapter 9 (commencing with Section 7030) of Division 3 of the Business and
-
Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. '
Any violation of Section 7031.5 by any applicant for a permitsubjects the applicant to a civil penalty of
not more than five hundred dollars ($500).):
• Contractors Signature Date
as owner of the property, or my employees with wages as their sole compensation, will
El
do
do U all of or U portions of the work, and the structure is not intended or offered for sale
WORKERS' COMPENSATION DECLARATION
(Section 7044, Business and Professions Code: The Contractors' Slate License Law does not
apply to an owner of property who, through employees' or personal effort, builds or improves the
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
property, provided that the 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
have and will maintain a certificate of consent to self -insure for workers'
burden of proving that it was not built or -
❑I
compensation, issued by the Director of Industrial Relations as provided for by Section
improved for the purpose of sale.). r
3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy
+
No.
1, as owner of theroe `t
p p rty, am exclusively contrasting with licensed Contractors to
,construct
I have and will maintain workers' compensation insurance, as required by Section 3700 of
the project (Section 7044, Business and Pofessions Code: The Contractors' State
License Law does not apply to an owner of properly wno builds or improves thereon, and who
the Labor Code, for the performance of the work for which this permit is issued. My workers'
contracts for the projects with a licensed Contractor pursuant to the Contractors' State License
compensation insurance carrier and policy number are:
Law.). -
• Carrier. ACE AMERICAN Policy NumbWi RC4RROR930 Exp. (00 5612 0 1 7
* '
❑ I am exempt from licensure under the Contractors' State License Law for the following
I certify that, in the performance of the work for which this permit is issued, I shall not
❑
reason:
employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the workers'
X
compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those
provisions.
Owners Signature Date
X "
PERMIT APPLICANT DECLARATION
Signature Date
By my signature below, I certify to each of the following: =
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS
I am (_) a California licensed contractor or L) the oroperty owner' or U authorized to
UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES
actor the property owner's behalf**.
I have read this construction permit application arrJ the information I have provided is
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN
correct.
ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
I agree to comply with all applicable city and county ordinances and state laws relating
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
to building construction.
I authorize representatives of this city or county I. enter the above -identified property
CONSTRUCTION LENDING AGENCY DECLARATION
for inspection purposes. California Licensed Contactor, Property Owner' or
Authorized Agent": 'requires separate verifrcatior• form 'requires separate
I hereby affirm under penalty of perjury that there is a construction lending agency for the
authorization form
performance of the work for which this permit is issued (Section 3097, Civil Code).
Lender's Name and Address -
X
Lenders Name & Address
City State Zip
FEE INFORMATION
Total Fees: $413.00 Fees Paid:
Balance Due: (None) Job Value:
Print Date
$413.00
$8,000.00
A
+
t
f '
City State Zip
FEE INFORMATION
Total Fees: $413.00 Fees Paid:
Balance Due: (None) Job Value:
Print Date
$413.00
$8,000.00
A
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AMERICANTOWER"
ATC SITE NAME: HWY9.9—ANITA
SITE NUMBER: 8359
SITE ADDRESS: 15082 HAMILTON
Nr i
_` ®_'._.._ ._. NORD CANA HWY
VICINITY MAP CHICO, CA 95973
SHARED GENERATOR PROGRAM
ADDITIONAL TENANT
COMPLIANCE CODE i PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX
..._..__...... __.-----------'—'--._............ i ........... ......................................................... --- -----'-----.—i_ ..... _._...................... ._.—.__.__......_.._..._---'--..... —.......... _—..... ---
ALLWORK 81WLLDEPERFOR120 AND MATERIALS INSTALLED i SHEET 1 DESCRIPTION: REN. j GATE: BY:
INACCORDAN EWITH THE CURRENT ECInUNS OF THE I 1 THEPROPOSEDPROJECT INSTALLS AN AUTOMATIC TRANSFER ..
$ITE ADDRESS: , SVATCHAND REMOTE M.ONITORINGCOMMUNICATIONS """'-'
FOVERNMENTAUILLOWN AS ADOPTED HIND INY THE THESE
I CIRCIRTRY, TO AN a STI FIG GENERATOR OPTIONALSTIWOBY GOD1 ' TITLE SHEET 3 OBRw1] 'DC GOVERNMENT AUTHORITIES. NOTHING INTNESE PLANS IS 1 15002 FWAILTON NORD CANA HNY i SYSTEM FOR A COMMUNICATION TOWER TENANT.—"""�""""""'-'"- """--"'"""- L-'-"- --"""""""
IOBECONSIRUED TO PERMIT WORK NOT CONFORMING TO % I 6002 I GENERAL NOTES 1 0 'mos CWS
THESE CODES.
CHICO, CA 85973 ,
COUNTY: BUTTE1......._................. ...... -__ 1..._______..
GEOGRAPHIC COORDINATES: PROJECT NOTES I C.101 SITE PIAN' _-- [ 0 ♦i 1024116 I GW9
___.._.....�. _.............
1, IMERNATIONA BUILDING CODE BBL) """""""'_"'--'- --- 4501 ITRENCHINGANDMFFAAIEOETAILS 0 1024116 j CWB
LATITUDE: 39, 65250 1. THEFACILITY IS UNMANNED. ---. ........ _... _..-__ _.... __.........
-
2. NATIONALELECTRIC CODE(NEC) E•601I. 'ELECTRICAL. ONE -UNE - 3 I 06/29117 IDC
i LONGITUDE: •12195268 2. A TECHNICIAN WILL VISIT THE SITE APPROAMATELY ONCE
3. LOCA BUILDING CODE I GROUND ELEVATION: 180' AMSL I A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE.
4. CITYICOUNWORD!NANCES I PROJECT TEAM I 3. THEPROJECT WILLNOT RESULT IN ANY SIGNIFICANT LAND
..._....._..._...._.-__ ------ ._...__._.__.-.__-_...._........__..i DISTURBANCE OR EFFECT OF STORLA WATER DRAINAGE --_.__ I ........ ..... __
I ATC REGIONAL NETWORK DEVELOPMGNT PROJECT MANAGER: I 4. NO SANTFARY SEWER, POTABLE WATER ORTRASH. :.._-_. _..._
I KIM BRADY DISPOSAL IS REOUIRED, I I !
H2O 391.3447_....__—i--. -
------- _- E I -_. .... _---- -'""
S. HANDICAP ACCESS IS NOT REOUIRED. I j
j ATC. FLECTRIC.AL ENGINEER:I......_.._-_.___...._..................._..._-___._.- _ ...___1___V.
I KEN GI BERT. P.E.. PMP !
- -- -- __._-_._. _........... t--- ... -
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UTILITY COMPANIES I ATC NETWORK OPERATIONS CENTER: I 1 .....____ ____............. __ �.
........... _... —_._. '
Ie77I 51815937 !
TOWER OWNER:
POWER COMPANY: PGBE I
PHONE: (80) 743-5000 f AMERICAN TOWER
-._........... _.__. _....................___.._
i10 PRESIDENTIAL WAV i __.___............ _. _............................
PHONEE::NNONE
_-«--._.__
TELEPHONE NONE WOBURN.MA01801 PROJECT LOCATION DIRECTIONS' '
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,PROPERTYOWNER: j � ;
.. THOMAS d SHEILA N1CHOL5..._... __...._.................................... --_._.._.._.—._-___------._ ......._-__.
150THOMALTO HEILA ICHOLSCANA Y --^__-
' _..-........._
CA + I FROM SACRAMENTO CA' I I C
i ENGINEEREUBY: I !
i TAKE HWY 99 NORTH, TURN LEFT DYESI)ON CANAHWY GO'6 � � �-�������������������-�
>NT>r I ATC TOV.ER SERVICES I OF A MILE: AND TURN RIGHT (NORTH) ON HAMILTON NORD' i ........._-.�-__._...
3500 REGENCY PARKWAY SUITE 100 CANARD. SRE IB LOCATED AAF A MILE ON THE RIGHT.( EAST).
CARY, NC 21518 PROCEED THROUGH
'TWO CATTLE GATES TO SITE., ., ...........i „__..._—I„-. -„
Know where below. _ —........_... . ........... . ............__...-
ice_.._._ 1 ..........
1 i I
0811 before you dig. I !
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AMERICAN TOWER•
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY. NC 2]5 18
PHONE: (9191 468:0112 '.
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REV. DESCRIPTION BY DATE
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OOMAlENTS.__._.ILDSc__ 1117
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��CARTEF.EE9,E.R.SIZE____.J4G. ue2el1.
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ATC SITE NUMBER:
8359
ATC SITE NAME:
HWY99-ANITA
SITE ADDRESS:
15062 HAMILTON NORD CAN A HWY
CHICO. CA 95M
SEAL:
p9.oFessky,
yr
p'KD pp
i 20159 f
Dd Fr
Aug 10 2017 2 - 53 Pm
-cos&
DRAWN BY: We
APPROVED BY: KDG
DAFE DRAWN: 1021116
ATC JOB N0: 1 11810236
TITLE SHEET
-SHEETNUMBER:
RENSIUN:
G-001
3
GENERAL CONSTRUCTION NOTES:
1. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL. STATE, AND LOCAL CODES.
INCLUDING ANSLEINTIA-222. AND COMPLY WITH ATC MASTER SPECIFICATIONS.
2. CONTRACTOR SHALL. CONTACT LOCAL. 611 FOR IDENTIFICATION OF UNDERGROUND UTI I.ITIF.S
PRIOR TO START OF CONSTRUCTION.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REOUIRED INSPECTIONS.
4. ALL DIMENSIONS TO, OF. AND ON EXISTING BUILDINGS. DRAINAGE STRUCTURES, AND SITE
IMPROVEMENTS SHALL BE VERIFIED INFIELD BY CC14TRACTOR WITH ALL DISCREPANCIES
REPORTED TO THE ENGINEER.
S. DO NOT CI INJGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
6 DETAILS SHOWN AAE TYPICAL; SIMILAR DETAILS APPLY TO SIMILM CONDITIONS UNLESS
OTHERWASE NOTED.
.. THESE, ORAWINCS OO NOT NCI.UOE NECESSARY COIAPONER"IS FOR CCHSTRUCTION SAFETY
WHICH SHALL BE THE SOLE RESPONSIBILITY OF TINE CONTRACTOR,
e. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR
SIABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING. ANCHOR
BOLTS. ETC.
S. CONTRACTOR S161LL DETERMINE EXACT LOCATION OF EXISTING UTILITIES. GROUNDS ORANS,
DRAIN PIPES. VENTS. ETC, BEFORE COMMENCING WORK,
10. INCURREC ILY FAJLRICAT ED. DAMAGED. ON OI HE AIL\ISE MISFITTING OR NONCONFURINNG
MATERIALS OR CONDITIONS SMALL BE REPORTED TO THE ATC CM PRIOR TO REMEDIAL OR
CORRECTNE ACTION. PINY SUCH REMEDIAL ACTION SHALL REOUIRE WRITTEN APPROVAL BY
TME AI C CM PRIOR 10 PHOCE ECING.
11. EACI I CONTRACTOR SI TALL COOPERAT E WIG I T E ATC CM. AND COORDINATE IVIS WORK WITH
THE WORK OF OTHERS.
12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO
MATCH EXISTING PRECGNS7RUC1 [ON CONDITIONS TO THE SATISFACTION OF THE A IC
CONSTRUCTION MANAGER.
13.. ALL CABUDCONDUIT ENTRYIEXIT PORTS SMALL BE WEATHERPROOFED DURING INSTALLATION
USING A SILICONE SEALANT.
14. "ERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PIAN SET, CONTRACTOR
SHALL NOTIFY THE ATC CONSTRUCTIONMANAGER IMMEDIATELY.
15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ME PROVIDED WITH A COMPLETE AND
CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.
16. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH
DAY.
17. CONTRACTOR SMALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TAKE PRECAUTIONS
TO MINIMIZE. IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY.
18. CONTRACTOR SHALL FURNISH ATC WITH A PDF MARKED UP AS -BUILT SET OF DRAWINGS UPON
COMPLETION OF WORK.
19. PRIOR TO SUBMISSION OF SID. CONTRACTOR SHALL COORDINATE WITH ATC CM TO DETERMINE
WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SWILL BE PRONGED ANO
INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED.
20. PRIOR' 10 SUBMISSION OF BID. CONTRACI ON SHALL COUHUINA'1'E WIN AIC CONSTRUCTION
MANAGER TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY ATC. ALL REQUIRED PERMITS
NOT OBTAINED BY ATC MUST BE OBTAINED, AND PAID FOR. BY THE CONTRACTOR.
21. CONTRACTOR SMALL. INSTALL ALL SITE SIGNAGE. IN ACCORDANCE. WITH ATC SPECIFICATIONS
AND REQUIREMENTS.
22. CONTRACTOR SHA.(. SUBMIT ALL SHOP DRAWINGS TO ATC FOR RFVIF.WMO APPROVAL PRIOR
TO FABRICATION.
LT, ALLEOUIPMENTSHAILBEINSTALLEDACCORDING TO MANUFACTURERS SPECIFICATIONS AND
LOCATED ACCORDING TO ATC SPECIFICATIONS, AND AS SHOWN IN THESE PLANS.
24, THE CONTRACTOR SMALL SUPERVISE AND DI RECTI THE PROJECT DESCRIBED HEREIN. THE
CONTRACTOR SHALL DE SOLELY RESPONSIBLE FOR ALL TINE CONSTRUCTION MEANS. METHODS.
IECHMOUES. SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF'I'HE
WORK UNDER THE CONTRACT
25. CONTRACTOR SMALL NOTIFY ATC CM A MINIMUM OF 46 HOURS IN ADVANCE OF POURING
CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR SEALING MY
WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND APPROVAL.
26. CONTRACTOR SMALL BE RESPONS16LE FOR SITE SAFETY INCLUDING COMFLVNCE WITH ALL
APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARY
SAFETY DEVICES INCLUDING PPF AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING
AND FIRE. PREVENTION, TEMPORARY SHORING. SCAFFOLDING, TRF,NC..H BOXF.SISI.OPING.
BARRIERS, ETC.
27 THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND SUCH
OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. MY DAMAGE
CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES. OR BY
TVIE ELEMENTS DUE TO NEGLECT ON THE PMT OF THIS CONTRACTOR OR HIS
REPRESENTATIVES, EITHER TO THE EXISTING WORK,OR TO HIS VORk OR THE WNDRK OF ANY -
OTHER CONTRACTOR. SHALL BE REPAIREDAT HIS EXPENSE TO THE OWNERS SATISFACTION.
28. ALL WORK SHAD. BE INSTALLED IN A FIRST CLASS. NEAT AND WORKMANLIKE MANNER BY
MECHANICS SKILLED IN THE TRADE INVOLVEO.. THE DUALITY OFLWRKMANSHIP SHALL BE
SUBJECT TO THE APPROVAL OF THE ATC CM. MYNARKFOUND8YTKEATCCMTO8EOF
INFERIOR QUALITY FNDAR WORKMANSHIP SHALL BE REPLACED ANDOR REWORKED AT
CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTNNED.
29. IN OROER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE. ALL TYPES OF
MATERIALS LISTED HEREINAFTER BY MANUFACTURERS NAMES ANDIOR MANUFACTURER'S
CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED.
CONCRETE AND REINFORCING STEEL NOTES:
1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALLCONFORM TO THE LATEST
EDITIONS OF ALL APPLICMLE CODES INCLUDING: ACI 301 'SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR SUILDI.NGS', ACI 117'SPECIFICATIONS FOR TOLERANCES FOR CONCRETE
CONSTRUCTION AND MATERIALS', ANDACI 31S SUiLDING CODE REQUIREMENTS FOR _
REINFORCED CONCRETE'
2. NX DESIGN SMALL 13E APPROVED BY ATC CM PRIOR TO PLACING CONCRETE.
3. CONCRETESHALL BE NORMAL WEIGHT.6%AIR ENTRNNED(•I. 1.5%I WITHASLUMP RANGE OF
W ANO NAVE A MIMMUM 2BOAY COMRRESSNE STRENGTH OF.25W PSI UNIESS OTHERIMSE,
NOTED.
I. THE FOLLOWING MATERIALS SMALL BE USED:
PORTLAND CEMENT: ASTMC150,TYPE2
REINFORCEMENT: 'ASTM AISS, PLAIN STEEL WTLGEDWRE FABRIC '
REINFORCEMENT BARS:' ASTM, MRS. GRADE 80, DEFORMED.
NORMAL WEIGHT AGGREGATE: .ASTM C33:
WATER ASTMC 94O94M:
ADMIXTURES:
WATER -REDUCING AGENT: ASTMC464IC404KTYPEA
AIR-ENTERINGAGENT: ASTM C 260NC 260M
-6UPERPLASGCIZER: ASTM 9494; TYPE F OR TYPE G
.-RETARDING: ASTM CA941C 494K TYPEB.
S. MINIMU M CONCRETE COVER FORREINFORCING STEEL SHALL BE NO LESS THAN 3'.
6. A YV CHAMF ER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF. CONCRETE N ACCORDANCE
WIN ACI 301 SECTION 4.2:A, UNLESS NOTED OTHERWISE.
7. INSTALLATION OF CONCRETE EXPANSIONANEDGE. ANCHOR SMALL .BE PERMANUFACTURER'S.
IMRITTEN RECOMMENDED PROCEDURE. TME ANCHOR BOLT, DOWEL. OR ROD SHALLCONFOMI'
TO MANUFACTURERS RECOMMENOATON FOR EMBEDMENT DEPTH OR AS SHOWN ON THE
DRAWINGS. NO REHM SHALL BE CUT WITHOUT PRIOR ATC CM APPROVAL WHEN DRILLING
HOLES IN CONCRETE. _
9. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN
'METHOD 1' OF ACI 301,
S. 00 NOT WELD OR TACK WELD REINFORCING STEEL.
10.. ALL DOWELS. ANCHOR BOLTS. EMBEDDED STEEL, ELECTRICAL CONDUITS, PI PE SLEEVES,
GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE
START OF CONCRETE PLACEMENT. -
1T. REINFORCEMENT SH4LC8E COLD BENT WHENEVER BENDING IS REQUIRED:
12. 00 NOT PLACE CONCRETE IN WATER,CE. OR ON FROZEN GROUND. -
13. 00 NOT ALLOWVREWFORCEMENT. CONCRETE OR SUBBASE TO FREEZE OURING CONCRETE
CURING AND SETTING PERIOD, OR FORA MINIMUM OF 3 DAYS MER PLACEMENT.
14. FOR COLD-WEATHERWG.306)MOHOT-WEATHER(ACI 301M) CONCRETE PLACEMENT, CONFORM
TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE. MATERIALS CONTAINING
CIO:ORIDE. CALCIUM. SALTS. ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM
WEATHER FOR 7 DAYS, MINIMUM.
15, ALL CONCRETE SHALL HAVE A'SMDOTH FORM FINISH.'
16, UNLESS OTHERWISE NOTED:
.1'ALL REINFORCING STEEL. SHALL BE DEFORMED BMS CONFORMING TO ASTM AS15IA
61SWA,996,.GRADE 60.
8. WELDED WIRE FABRIC SHALL CONFORM 70 ASTM A165.
17, SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE CONTRACT
DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE SHOWN OR NOTED
REINFORCING STEEL SHALL BE SPLICED TO DEVELOP. RS FULL TENSILE CAPACIIYICLA$S A) IN.
ACCORDANCE WITH ACI 318.
18 REINFORCING BAR DEVELOPMENT LENGTHS, AS COMPUTED IN ACCORDANCE(MIM ACI 318.
FORM THE BASIS FOR BM EMBEDMENT LENGTHS AND BAR SPLICED LENGTHS SHOWN IN THE
E'ING D APPLY APPROPRIATE MODIFICATION FACTORSFOR TOP STEEL, BAR SPACING,
COVER
AND THE LIKE:, I
19. DETAILING OF REINFORCING STEEL SHALL CONFORM TO 'ACI MANUAL OF STANDARD PRACTICE
FOR OETNLING REINFORCED CONCRETE STRUCTURES' (ACI 315).
.20. ALL SLAB CONSTRUCTION SMALL SE CAST MONOLITHICALLY WITHOUT HORIZONTAL
CONSTRUCTION JOINTS. UNLESS SHOWN IN THE CONTRACT DRAWINGS:
21. LOCATION OF N.L. CONSTRUCTION JOINTS ME SUBJECT TO THE REQUIREMENTS OF THE
'CONTRACT DOCUMENTS. CONFORMANCE `NTH ACI 318. AND ACCEPTANCE OF THE ENGINEER:
DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED CONSTRUCTION JOINTS SMALL
BE SUBMITTED WITH REINFORCING STEEL PLACEMENT DRAWINGS.
22. SPLICES OF WWF. AT ALL SPLICED EDGES. SHALL BE SUCH THAT THE OVERLAP MEASURED
BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING
OF TME CROSS WIRE PLUS 2INCHES. NOR LESS THAN F.
M. BAR SUPPORTS SHALL BE ALL -W L.VINIZED METAL WITH PLASTIC TIPS.
- N. ALL REINFORCEMENT SHALL BE SECURELY TED IN PLACE TO PREVENT DISPLACEMENT BY
CONSTRUCTION TRAFFIC OR CONCRETE. TIE WARE SMALL BE OF SUFFICIENT STRENGTH FOR
INTENDED PURPOSE.BUT NOT LESS THAN NO; 18 GAUGE.
25. SLAB ON GROUND:
A COMPACT STRUCTURAL FILL TO 95% DENSITY AND THEN PLACE 6 -GRAVEL BENEATH
SLAB.
8. PROVIDE VAPOR BARRIER BENEATH SLAB ON GROUND.
STRUCTURAL STEEL NOTES:
1.. STRUCTURAL STEEL SMALL CONFORM TO. THE LATEST EDITION OF THE NSC SPECIFICATION
FOR TRE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.'
2. STRUCTURAL • STEEL ROLLED SHARES; PLATES AND.BARS SHALL CONFORM TO THE FOLLOWING
ASTM DESIGNATIONS:
A ASTM A572, GRADE 50' -ALL WSHAPES, UNLESS NOTED OR A992 OTHERWISE
B; ASTM Ai6= ALL OTHER ROLLED SHAPES, PLATES AND BINS UNLESS NOTED OTHERWISE.
C. ASTM A -50D. GRADE R- HSS 'SECTION (SQUARE, RECTANGULAR, AND ROUND)
D: ASTM A -3M TYPE SC OR N - ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS
E. ASTM F-1554 DT =ALL ANCHOR BOLTS. UNLESS NOTED OTHERWISE
3. ALL,EXPOSED STRUCTURAL STEEL MEMBERS SMALL BE MOT -DIPPED GALVANIZED MER
FABRICATION PER ASTM A173. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BE
GALVANIZED PERASTM A15.1 OR 8695.,
4. ALL FIELD CUT SURFACES; FIELD DRILLED HOLES AND GROUND SURFACES WHERE EXISTING
PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED
COATS OF ZRC GALMLITE COLD GALVANIZING COMPOUND. PER ASTM A780 MWD
MANUFACTURERS RECOMIAENDATONS.
S. 00 NOT QFULL HOLES THROUGH STRUCTURAL`STEEL MEMBERS EXCEPT A$ SHOWN AND
DETAILED ON STRUCTURAL DRAWINGS. -
.8. CONNECTIONS,
A ALLW'ELDING TO BEPERFORMED BYAN'S CERTIFIED WELDERS AND CONDUCTED IN
ACCORDANCE WITH THE LATEST EDITION OF THE AWLS WELDING CODE 01.1.
S. ALL WELDS SHALL BE INSPECTED VISUALLY. 25% OF WELDS SMALL BE INSPECTED W1T11
DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AVIS
00. REPAIR ALLWELDS AS NECESSARY. -
C. INSPECTION SHALL BE. PERFORMED BYAN'AWS CERTIFIED WELD INSPECTOR
D. ITIS THE CONTRACTORS RESPONSIBILITY TO PROVIDE SURNINGW'ELOING PERMITS AS
REQUIRED BY LOCAL GOVERNING AUTI IORITY AID IF RCOUIRCO SI ANLL ItAVC FIRE
DEPARTMENT DETAIL FOR MY WELDING ACTIVITY.
E. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILL ER METAL, PER AWS D I.1,
UNLE SS NOTED OTHERWISE.
F. MI MMUM WELD SIZE. TO BE O.1675INCH FILLET WELDS; UNLE SS NO OTHERWISE.
G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL. CONTRACTOR SHALL GRIND OFF
GALVANIZING W BEYOND ALL FIELD WELD SURFACES. AFTER WELD AND WELD
INSPECTION IS COMPLETE. REPAIR ALL GROUND MD WELDED SURFACES LATH 7 -RC
GAL VILITE COLD GALVANIZING COMPOUND PER ASTM A780 MD MANUFACTURERS
RECOMMENDATIONS.
AMERICANTOWER• -
ATC TOWER SERVICES, LLC
3SN REGENCY PARKWAY '
SURE IN
CARY. NC 27516
PHONE: 191914664116
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GENERAL NOTES
SHEET NUMBER,
REVISION:
G-002
0
SITE PLAN NOTES: L • _ + ,.
1. THIS SITE PUN REPRESENTS THE DES T PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME. OF THIS - y
DESIGN. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONOITIONS - I
RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. • .
2. ICE BRIDGE. CABLE LADDER. COAX PORT, AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL
CONFIRM THE EXACT LOCATION OF ALL PROPOSED AND EXISTING ECUIPMENT AND STRUCTURES DEPICTED ON THIS
PLAN. BEFORE UTILIZING EXISTING CABLE SUPPORTS, COAX PORTS, INSTALLING NEW PORTS OR ANY OTHER EOUIPMENT,
CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COWONENTS MEET THE ATC SPECIFICAI IONS.
_. ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE ATG CONSTRUCTION MANAGER AND LOCAL
V'IItIY COMPANY FOR THE INSTALLATION OF CONOUHS.CONDUCTORS. BRE'AKER$. DISCONNECTS, OR ANY OTHER '
E.OUIPMCNT REQUIRED FOR ELFCTRICN. SERMCE. AL1 ELECTRICAL WORN $HALL BF. PERFORMED IN ACCORDANCE WBTH
LATEST EDITION OF THE67ATE AND NATIONAL CODES. ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT. _- -
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AMERICANTOWER'
ATC TOWER SERVICES, LLC
3800 REGENCY PARMAY
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PRONE:19181488-011]
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ONE -UNE NOTES:
1. ALL FEEDER CONDUCTORS AREALUMINUM UNLESSOTHERVASE NOTED.
3.
GACXA,PACKA C7 CT5 PER HTSOWNFAS MANUAUSECTION 3,11.21NSTRVMENi.
GE ... ..
3. SPLICE NTH'POLMIS'TAPS OR'APPROVED EOUAL':SECURELY WRAPPED:
WRH COAL1tERgLWGRADE.NYI.ON ELECTRICAL TAPE ATTER INSTALLATION:
IS COMPLETE.
4. UTILIZE EXISTING ENCLOSURES'FOR-SPLICING(PEWNEC'3128DOR INSTALL.
:NEW JUNCTION BOX AS APPLICABLE PER 61TE CONDITIONS AND CODES'
ELECTRICAL ONE -CINE DIAGRAM
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1 ` "sYmc�;crArw.T0j?.CAY BRC4 V?
'.I CCMMUNICARON$' .CA$LE FACTORY INSTALLED
I, (SCE.OETAQ, :INTERNAL ATS HIRING
•..I —:590 ..
I
{ 79f;
PRIOR TO INSTALLATION, RUN 'SHLD'
7 GENERATOR UNDER EXISTING
TENANT LOAO AND MEASURE
I 'AMPERAGE LOAD.ON EACH.
I PHASE. INSTALL NEW TENANT
BREAKER TO THE TWO PNASE9
1,.
WITH LOWEST EXISTING LOADS.,
0
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- _ . ' INCLUDED WTHAT5
..........
-
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COMMUNICATIONSADJACENT TO ATS
CABLE IN 1l2'C` YOKING CONNECTION
OENERATORPnfIEL
1SEE DETAIL) TOENGNEI. - TO NEXT FUTUREATS
j
CONDUIT PLUG REMOVED FOR:
....--- CONDUIT TO FUTURE ATS
NOTES:
1:. COMMUNICATION INKING SHALL. BE 2-CONDUC7OR WITH SHIELD, BELDEN:
19460.OR EOUN':, .. ., ... ..., .... ..._.. .. ..
2: ,COMMUNICATION.WIRING SHALL. DE INSTALLEWN SEPARATE CONDUITS
FROAIAD POWER AND CONTROL.
3: ,CONNECT SHIELD:SHED, AT EACH ATS. BUT DONOTCONNECT THE. SHIELD
.AT THE ENGINE: GENERATOR:.
4; 'SET' DIP SWITCHES IN ATS AS FOLLOWS;OR AS SUPERSEDED By THE ATS'
'INSTALLATION
I' MAI4UAL:.
olsSLiTOH f..... _ ...
'1)I SWITCHES 'IJ ASFERINSTALTATION MANUAL PER VOLIAGEIVHfSE:
OFSYSTEM.,., _
:2) SWITCH B ON FOR JA'HASE:OFFFOR-1•PHASE:
SWITCH 7.8 TO ESTABLISH THE MODSUS ADDRESS OF THE AFS PER
INSTALLATION MANUAL::1 BT ATSSHALL'BE MOOSUS ADORES5,240.
2NOADDRES$ 211, 3RD ADDRESS 242. AND 4TH ADDRESS 20,
:O:.DIP SWITCH 2
:I)', SWRCH'IONFOR50HZSYSTEM.
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I3), SWRCHESO,B4OFF•OFF FORAS0D BAUD RATE..
COMMUNICATIONSiCABLE,DE7AIL
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,ATC TOWER SERVICES; LCC
7500' REGENCY PARKWAY
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8359
ATL SITE NAME
HWY99-ANITA
SITE ADDRESS:
15052 HAMILTON NORD CAVA HWY
CHICO. CA 95973
SEAL,
�ovES,ge._
20158 5v
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OSI
DRAWN BY: - CWB- .. ..
APPROVED BY: KOG '
OATEDRAWN: '1=4116:
ATC.JOBNO: 11810236
ELECTRICAL ONE -LINE
'SIIEET'NUMOER:
REVISION:
E=60-1
3