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Home My WebLink AboutCOM2024-00059 Cell Tower Mechanical - COM Inspections - 2/20/2025 INSPECTION CARD Mason County 615 W. Alder St. Building 8, Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov PERMIT# COM2024-00059 PROJECT ADDRESS 240 W BUSINESS PARK LOOP SHELTON, WA 98584 PARCEL# 420020062000 PROJECT DESCRIPTION INSTALL BACKUP GENERATOR OWNER AT&T- PORT OF SHELTON ADDRESS 1779 TEXAS SCHOOL RD PHONE 1.606.303.2755 CONTRACTOR ADDRESS PHONE CONTRACTOR LICENSE LENDER INSPECTION INSP DATE Comments INSPECTION INSP DATE Comments Footing Inspection AEG Z [BLD-Final Inspection LAC Z-ZG KNOX BOX VERIFICATION ?r-ap4(.-e- T-k A t INSPECTION RESULTS Page MASON COUNTY Department of Community Development COMMUNITY DEVELOPMENT 615 W Alder St, Shelton, WA 98584 F'er�nit r'4�sst�ne�Center,��I�ir�g.Pbann€n g (360) 427-9670 ext. 352 ' Application # COM2024-00059 Application Type CELL TOWER UPGRADE Owner AT&T - PORT OF SHELTON Parcel # 420020062000 Site Address 240 W BUSINESS PARK LOOP SHELTON, WA 98584 Inspector Inspection Type Date Status Comments � . z r> a f . Id 12-19-24 DEC AFTER REVISITING THE SITE THIS AFTERNOON THE FOOTING CONDITION HAD NOT CHANGED. Drew Carlson FOOTING INSPECTION 12/19/2024 FAIL PER PLAN #5 REBAR SPECS ARE 5 LONG. AND 10 TRANS. CURRENT CONDITION IS 3 LONG. AND 9 TRANS. MAKE CORRECTION AND CALL FOR REINSPECTION. DO NOT POUR Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov FPROJECT 4-00059 CELL TOWER UPGRADE ESCRIPTION: INSTALL BACKUP GENERATOR ISSUED: 08/20/2024 ESS: 240 W BUSINESS PARK LOOP SHELTON EXPIRES: 02/16/2025 PARCEL: 420020062000 APPLICANT: AT&T-PORT OF SHELTON OWNER: AT&T-PORT OF SHELTON 1779 TEXAS SCHOOL RD 1779 TEXAS SCHOOL RD EUBANK, KY 42567 EUBANK, KY 42567 1.606.303.2755 VALUATIONS: FEES: Paid Due Project Valuation (BID, 6000.00 $6,000.00 Plan Check Fee $80.00 $0.00 ESTIMATION..) State Fee-Commercial $25.00 $0.00 Technology Surcharge $4.72 $0.00 Building Permit Fee $156.00 $0.00 Total: $6,000.00 Totals : $265.72 $0.00 REQUIRED INSPECTIONS Footing Inspection BLD-Final Inspection KNOX BOX VERIFICATION CONDITIONS " Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the farthest projection of the structure. Front setbacks are measured from the front lot line or road easement boundary, whichever is closer. " All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. Printed by:Annie Wilson on:08/20/2024 10:01 AM Page 1 of 3 Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov CELL TOWER UPGRADE COM2024-00059 * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee(refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. * The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED",they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. * OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION UNLESS OTHERWISE APPROVED. * All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant one or more extension of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicate that circumstances beyond the control of the permit holder prevented action from being taken. * All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Code 14.28 and 14.17. Printed by:Annie Wilson on:08/20/2024 10:01 AM Page 2 of 3 Mason County ♦1 Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov CELL TOWER UPGRADE COM2024-00059 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: A r l I b Vy t��o c Contractor or Authorized Agent: cS _ b� -efyiou Date: Printed by:Annie Wilson on:08/20/2024 10:01 AM Page 3 of 3 sco STRUCTURAL DESIGN NOTES: / f � ALL LOADS DERIVED FROM REQUIREMENTS OF THE IBC 2021,ASCE 7 8 ANSI TIA 222. S �11 t &t BUILDING&COMMUNICATION STRUCTURES:(47.251694"/-123.154111") � r+'I 00 1. WIND LOADS: IBC 2021&ASCE 7-16 �'"--- 10'-0" V=97 MPH ULTIMATE WIND SPEED CONDUIT STUB-UP AREA; RISK CATEGORY=II;EXPOSURE CATEGORY=C;TOPOGRAPHIC CATEGORY=1. 9" CONFIRM LOCATION&SIZE OUTLINE OF GENERATOR IMPORTANCE FACTOR=1.0. GENERAL DYNAMICS BLOCK07 WITH MANUFACTURER FOOTPRINT 2. SEISMIC LOADS: IBC 2021&ASCE 7-16 Information Technology t2' B A RISK CATEGORY=II;SITE CLASS=D-DEFAULT. SS=1.546:S'=0.586;SOS=1.236;av=1.0;RP=2.5 CONCRETE NOTES: " • 1• PRIOR TO EXCAVATION,CHECK THE AREA FOR UNDERGROUND FACILITIES. 2. ALL CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 19 OF THE IBC&ACI 318,"BUILDING CODE REQUIREMENTS FOR SLAB REINF., 8` REINFORCED CONCRETE",LATEST EDITION&HAVE THE FOLLOWING PROPERTIES: r n= ) w Of A MINIMUM 28-DAY COMPRESSIVE STRENGTH(fc)OF 4,000 PSI. SEE SECTION A-A ` EL j O j B CEMENT SHALL BE"LOW-ALKALI"TYPE ILA(MODERATE SULFATE RESISTANCE,AIR ENTRAINING)CONFORMING TO ASTM C150. � �� Q Oy O / I w v C MAXIMUM WATER/CEMENT RATIO OF 0.45 AND AIR-ENTRAINED 4%TO 7q. U O D CONCRETE PROPORTIONING SHALL BE DESIGNED BY AN APPROVED LABORATORY. PO BOX 2621,BOISE,ID 83701 m #4 U-BARS \ w z TOLERANCES IN ACCORDANCE WITH ACI 117.COPIES OF CONCRETE MIX SHALL 530.539.4787 V)< BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO PLACEMENT. CONTACT@GEOSTRUCTURAL.COM 00 E ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33.USE ONLY WWW.GEOSTRUCTURAL.COM 6"MIN.BOLT AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE.MAXIMUM REVISIONS ti TO EDGE AGGREGATE SIZE TO BE%". RE DATE DESCRIPTION INT F MAXIMUM SLUMP:REFER TO GEOTECHNICAL REPORT WHEN APPLICABLE. 3, FORMWORK FOR CONCRETE SHALL CONFORM TO ACI 347.TOLERANCES FOR FINISHED CONCRETE SURFACES SHALL MEET CLASS-C REQUIREMENTS.IN NO CASE SHALL FINISHED CONCRETE SURFACES EXCEED THE FOLLOWING VALUES AS MEASURED FROM NEAT B A PLAN LINES AND FINISHED GRADES:t Y4"VERTICAL,t 1"HORIZONTAL. (2)#4 U-BARS 2'-0" Q, 3 " 0 03 01/24 ISSUED FOR CONSTRUCTION CS (THIS LOCATION) CHAMFER ALL EXPOSED CORNERS AND FILLET ENTRANT ANGLES/a U.N.O. BASE EXTENTS PER MANUFACTURER 7" 5. CONCRETE FINISHING:CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH ACI.PROVIDE ROUGH FINISH FOR ALL CHECKED BY: JAD SURFACES NOT EXPOSED TO VIEW AND SMOOTH FINISH FOR ALL OTHERS,U.N.O. 3' 2" THE INFORMATION CONTAINED IN THIS SET OF 6. STEEL REINFORCEMENT AND CONCRETE SHOULD BE PLACED IMMEDIATELY UPON COMPLETION OF THE FOUNDATION EXCAVATION. COORDINATE REQUIRED QUANTITY GENERATOR PAD DETAIL AND LOCATION W/MANUFACTURER. CONTRACTOR SHALL NOT ALLOW A COLD JOINT TO FORM IN THE CONCRETE. PORTION AT GRADE SHOULD BE FORMED. DOCUMENTS IS PROPRIETARY BY NATURE.ANY TEMPORARY CASING MAY BE REQUIRED TO PREVENT CAVING PRIOR TO CONCRETE PLACEMENT. USE OR DISCLOSURE OTHER THAN THAT WHICH SCALE:1/2"=1'-0"(11x17)1"=1'-0"(24x36) (8)%"0x 33/4"EMBED HILTI KWIK BOLT RELATES TO THE CLIENT NAMES IS STRICTLY PROPANE TANK CONCRETE PAD NOTE: TZ2 STAINLESS STEEL EXPANSION REINFORCING STEEL NOTES: PROHIBITED. CONDUIT STUB-UP BLOCKOUT NOT REQUIRED ANCHOR(OR APPROVED EQUAL). FOR PROPANE TANK CONCRETE PAD.ALL OTHER REFERENCE ICC-ES ESR4266 REPORT. 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615.VERTICAL/HORIZONTAL BARS SHALL BE GRADE 60;TIES OR STIRRUPS SECTIONS I DETAILS/REINFORCING APPLY. SHALL BE A MINIMUM OF GRADE 40.ALL REINFORCING STEEL SHALL HAVE 3"(t�6")OF CONCRETE COVER,U.N.O. G 2. ALL BAR BENDS,HOOKS,SPLICES AND OTHER REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ACI 315. e f WASA NJh � 3. ALL BARS SHALL BE SPLICED WITH A MINIMUM LAP OF 48 BAR DIAMETERS.LAP SPLICES OF DEFORMED BARS IN TENSION ZONES SHALL BE CLASS-B SPLICES.WELDING OF BARS IS NOT PERMITTED. Gy ft' INSTALLATION TORQUE 4. AT ALL CORNERS AND WALL INTERSECTIONS,PROVIDE BENT HORIZONTAL BARS TO MATCH THE HORIZONTAL REINFORCING STEEL. ., =60 FT-LB 5. PROVIDE VERTICAL DOWELS IN FOOTINGS AND AT CONSTRUCTION JOINTS TO MATCH VERTICAL REINFORCING BAR SIZE AND14- r SPACING. r (5)#5 LONGITUDINAL REBAR 6. ACI-APPROVED PLASTIC-COATED BAR CHAIRS OR PRECAST CONCRETE BLOCKS SHALL BE PROVIDED FOR SUPPORT OF ALL (10)#5 TRANSVERSE REBAR ANCHOR FRAME GRADE-CAST REINFORCING STEEL&SHALL BE SUFFICIENT IN NUMBER TO PREVENT SAGGING.METAL CLIPS OR SUPPORTS SHALL } , 4I7" #revv OUTLINE OF GENERATOR NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUB-GRADE. C11-tf!L 8"CONCRETE MIN. CHAMFER TYP 7. DOWELS AND ANCHOR BOLTS SHALL BE WIRED OR OTHERWISE HELD IN CORRECT POSITION PRIOR TO PLACING CONCRETE.IN NO SjpNAL @ %a" , . CASE SHALL DOWELS OR ANCHOR BOLTS BE"STABBED"INTO FRESHLY-POURED CONCRETE. a"cLR 3"TYP. w = zp FOUNDATION&SOIL NOTES: -- ': . 2"t _e2 a. DATE SIGNED:3✓1/24 p w 1. FOUNDATION DESIGN BASED ON PRESUMPTIVE MINIMUM SOIL PARAMETERS(ALLOWABLE BEARING=1,500 PSF;ALLOWABLE J W PASSIVE SLIDING=100 PSF/FT)IN ACCORDANCE WITH THE IBC. SITE INFORMATION: "6 COMPACTED GRANULAR BASE w p 2. THE EXCAVATION SHALL BE INSPECTED PRIOR TO THE PLACEMENT OF CONCRETE AND THE CONTRACTOR SHALL PROVIDE A NOTICE s "' a"_ = OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORDS PURPOSES. 4"LIFT OF% MINUS CRUSHED SHELTON TURTLE LAKE 7 COMPACTED SUBGRADE ROCK OVER WEED BARRIER. 3. THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS NECESSARY TO SUPPORT THE EXCAVATION DURING �Y;i7i/� :;!<<%C %i!`<{`%, %, iT,. 60"OFF EACH SIDE OF SLAB. CONSTRUCTION. 10092651 SEE SHEET S-4. � '&70 /s'0 BIT) 4. ALL FOUNDATIONS TO BE PLACED ON FIRM,UNDISTURBED,INORGANIC MATERIAL.PROOF ROLL SUB-GRADE PRIOR TO PLACING GENERATOR PAD-SECTION A-A CONCRETE WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT.UNACCEPTABLE/DISTURBED MATERIAL SHALL BE OVER-EXCAVATED AND REPLACED WITH"LEAN CONCRETE FILL"OR REPLACED WITH STRUCTURAL BACKFILL. GENERATOR INSTALLATION SCALE:1/2"=1'-0"(11x17)1"=1'-0"(24x36) TYPICAL ANCHOR 5. STRUCTURAL BACKFILL SHALL BE GRANULAR FREE-DRAINING MATERIAL FREE OF DEBRIS,ORGANICS,REFUSE AND OTHERWISE PROJECT DELETERIOUS MATERIALS.MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6"IN DEPTH AND COMPACTED TO 95%OF MAXIMUM DENSITY AS DETERMINED PER ASTM D1557(MODIFIED PROCTOR). 21 WEST SANDERSON WAY MECHANICAL ANCHOR NOTES: SHELTON,WA98584 1• HILTI PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS,AS JURISDICTION USE: INCLUDED IN THE PACKAGING. 2. CONTRACTOR SHALL AVOID DRILLING HOLES IN VERTICAL/HORIZONTAL REINFORCING BARS. FLEXIBLE STUB CONDUITS.SEE SHEET E-2. 3. HOLES MUST BE WIRE BRUSHED AND BLASTED WITH COMPRESSED AIR PRIOR TO INSTALLATION. TEMPERATURES/METHODS/WORKING TIMEIETC.ARE TO BE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. #4 U-BARS CONCRETE PAD NOTE:IT IS ACCEPTABLE TO INSTALL AND UTILIZE A PRE-CAST GENERATOR PAD FOUNDATION SO LONG AS THE MINIMUM CONCRETE AND REINFORCING REQUIREMENTS DETAILED HEREIN ARE MET,AND PROVIDED SUB-GRADE SURFACE COMPACTION AND PREPARATION 1%4^ ARE PERFORMED ADEQUATELY IN ACCORDANCE WITH THIS PLAN. Mason Con CLR. DUIT TYP SHEET TITLE: Permit Doc u GENERATOR PAD COWWAMd %R PAD-SECTION B-B DETAILS SHEET NUMBER: S-1