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Home My WebLink AboutCOM2017-00065 Final Install Racking and Shelving - COM Permit / Conditions - 7/28/2017 0 CONCRETE MECHANICAL MANUFACTURED HOME Date By 0 Footings I Setbacks Gas Piping Ribbons 0--I C:) Intenor Date By Interior-Date By Date By C C=) 0) Extoriar Date By Exterior-Date Bv Set-up 0) Cn ----------- Point Load I Isolated Footings INSULATION- Date By M BG I SLAB INSULATION Date 85" Data By FIRE DEPARTMENT Foundation Walls Floors Date By 0 Date By Date By — DECKS 0 ic F A N_G Walls Date By '0 > Date By Date By — PROPANE TANKS z PLUMBING Vault Date By Date By — OTHER Groundwork Attic Date By type. DateBy Date By DRYWALL Type. 0 Int Brace Wall Date By 0 ic Date By Date By FINAL INSPECTION f%) Q Water Line Fire Seperation _& Gate By I Date By Date V Pass or Request Inspect. Q Type of In Fail Date Date Done By Comments 0-/ 7 7 '5?ecfa k C e- 0 Materials Testing & Consulting, Inc* FzXiwA-rd X&un-anra Qnew ON I Tractor Supply -Shelton - 17SI34 - Proprietary Anchors: Report#P14525 CLIENT Nationwide Retail Services DATE 07/26/2017 PROJECT LOCATION '12001 N US Highway 101 PERMIT# Shelton WA Inspection Information: Inspection Date: 07/26/2017 Time Onsite: 9:45 AIM Weather Conditions: Sunny 80 F Inspection Performed: Proprietary Anchors Field Data: Base Material: N Concrete N Un-cracked Thickness in inches: 6 Specified Compressive Strength in psi: unknoxvn Hole Data in inches: Depth: 3/8=4 11/2=41/2 Edge Distance: 8 End Distance: 8 Diameter: .3/8 and I,'- Spacing: .6 inch 0 Clean OO Drilled 0 Cored Mechanical Anchor Data: Type: Simpson Titen HD 1/2 x 4 THD50400H HILTI K1,VIK Length in inches: 1.12=4 3/8=3 Diameter in inches: 1/2 3/8 Torque(Ft.lbs.): 1/2=40 filb 3/8=30 ftlb 0 Setting Tool Present Adhesive Anchor Data: Product Name: Batch#: Location: Exp.Date Shelf Life: Number of anchors: 1270 Anchor Length in Inches: 1/2=4 3/8=3 Anchor Diameter in Inches: 1/2 and 3/8 0 Anchors installed in accordance with manufacturer's instructions.specifications,and corresponding evaluation report(ER-3027 2713) Reason for Inspection: rRECEIVED N Shown on plans or specs 0 Intentionally omitted during original placement JU14 2 8 2017 0 Re-inspection* 0 Needs Engineer's review and acceptance* Remarks: MTC on site observed the following Approved plans siesmic specifications and permitting supplied by contractor Nation Wide Retail Service on-site rep.Sawyer English Holes were drilled and cleaned ready to install approved threaded anchors. Drilling and cleaning process using all HILTI equipment drill bits 3/8 and 1,12 depth gauge on drill motor shop vacuum and air compressor. 1150 3/8 holes and 120 1/2 holes All work performed was done according to anchor manufacturers specifications for PA installation per ICC-ES ESR 3027 and ICC-ES ESR 2713 Observed installation of approx.350 3/8x3 and 50 1/2x4 anchors Torque used on-site I/2x4=40fflb and 3/8x3=30ftlb verified with calibrated torque wrench. Cow-privatt- w 711, Cbr30or Mrivt Rortmgfam,WA I)fMA'.t , phlifte. VAX X&0_'1S_9A#90 Sw keplan - ,Its HIACI Late H,Y'l N W.- 4)lympia, WA 4 9911 Z Fb,ne 1-Ak ;,1+r1.5+4.I779 NW ktglao 94)1 Darmll S[TwV4, 5 Ife21iacbi4m, %A A pfi'm :46a,44-,;63tj , i°ak 11 L-u r wc f rise: Tractor Supply-Shelton-17S134,0712612017,#P14525,Page I of 3 Materials Testing & Consulting, Inc. r,makimirw E. ' ims st trtt s s It/T" *"Mwwf T,"j:•En tnmmr-qI -.. HEW Images: i ° x „ u i 1= a•,v+r ' UPLOADED: 07/26,2017 13:29:00 UPLOADED:07I261 2017 13:30:00 product used product used on-site PA utilized on-site PA utilized , wRECEIVED JUN 2 8 2017 UPLOADED:07/26/2017 13:36:00 Installed properly installed PA R`3m°sera�gWx.mBx a¢aae ae:8x--:,#e.+mnoax�wrvaw.d.amxre &.g wttaa-8+�xesm s.e#` .,s3°l�:aSx ..ttvxeS.ra,rt§'.rx�uv,.<rw.arrce ce•i..b-'s,r5.q^v-�;y.,es-v+>s:x3 x^a <a nxinerarm::e£.db mxs:a.,m.s a+n.res bu:wsxn fapK.'.•-' a-x,�3w,p�`4z§f{•a':9*ro'ew.e..1➢�'v�'�ssf s.,s,t;ro§S'a a whs'.R „.vPs #§8a.x r..§. t.. e.�p`s _R.g„•.[ .., 4§§ +b r ,r x$. CarportAte - 777 Cibry er Drive - Hur[anglan,WA V92JA1 " p►oae VAN U- "S9.1196 SW Re 1q4s 'I€K Hl.wk Like WVd. �Ij Yo - 01' rMpi4, fieA 'W4 12 " Pb €a :460_%34,93 T7 " �.7k ',i(A1,:,+4,9T79 1)14P,tsn1 SFTVPI, Spa€It° 4 " 801171Cheanl, 'AA IJ922 - 1 6site 3-641.W 61.lfil kix ;UAI°ta47AI I I Tractor Supply-Shelton-175134,07/26/2017,#P14525,Page 2 of 3 Materials • Cesn n + i l 6rrx Mawiah Tamar•'Fan trrm 1 _. + « F.. .issrtrek ..warwrsxerr fiutr>a;$gt 1 4£ REPORTED BY:Stan Mendell REVIEWED BY:Sam Hyatt,Technical Director i RECEIVED JUN 2 8 2017 615 W. Alder Street t.kaT•m�a..ge.#r�-nk.ae.,•.a Am,P`rwx�#wmmam+Aa ms` A,.a�=eaa>AwmSYea:xa-.r.4'�•vWr E`-.&-:.and x:ark.n�d6mga, raiLv m.�-Ax.M,mE�u-s;we�rraas.�ra^mr:-..w..xiad�me:.sww tc AzAG nam<�am� .r.-r.w 4wnm^m .. � c.#,skw r� :vti.:a��a&:�k¢�erc..rr.s.•.ar•,:d'�i:=X�`8-��re>kr. k:,m 'z.:6 ��.€', +9e=:f A3 k�s r:..,n��:Carporallc • 711 C rvrAor 1lrlxr 19arlknglan,WA 4232-A I • k64iat-146.11J.10011 Pax SW ftrglaa I t�; HIACk [,AV s t Lvd, S W • Olympia, W'% `xN t2 - PM Qe :f69,5,14A7T' • I-am :er,ci,R3 4719 :� �i� la°rn m blJ� .C�u�i°�nt 4yrakdl, ��erEq� 5 � Attiirs�hr,rt6, °r$''L �!t"?a': • dkhaa6a :��e+l.fs4',ialr�:1 � l��s� ;ItaCl,tk�"�.hl 61 V'�!i1 rsrwgbxil Tractor Supply-Shelton-17S134,0712612017,#P14525,Page 3 of 3 ON 900 i WON Materials Testing & Consulting, Inc. Te4ift*Fw4MnMkW1V1 MAI Tractor Supply Shelton - 175134 - Proprietary Anchors: Report#P14521 CLIENT Nationwide Retail Services DATE 07/24/2017 PROJECT LOCATION '12001 N US Highway 101 PERMIT# Shelton WA Inspection Information: Inspection Date: 07/24/2017 Time Onsite: 13:45 PM Weather Conditions: Sunny 80 F Inspection Performed: Proprietary Anchors Field Data: Base Material: 19 Concrete 9 Un-cracked Thickness in inches: 6 Specified Compressive Strength in psi: unknown Hole Data in inches: Depth: 3/8-4 1/2=41/2 Edge Distance: 8 End Distance: 8 Diameter: 3/8 and 1/2 Spacing: 6 inch 10 Clean O Drilled 0 Cored Mechanical Anchor Data: Type: Simpson Titen HD 1/2 x 4 THD50400H HILTI K-,AqK Length in inches: 1/2='4 31/8=3 Diameter in inches: 1/2 3/8 Torque(Ft.lbs.): 1/2=40 ftlb 3/8=30 ftlb 0 Setting Tool Present Adhesive Anchor Data: Product Name: Batch#: Location: Exp.Date Shelf Life: Number of anchors: 1270 Anchor Length in Inches. 1/2-4 31/8=3 Anchor Diameter in Inches: 0 Anchors installed in accordance with manufacturer's instructions.specifications,and corresponding evaluatioRF mjV7ED Reason for Inspection: JUN 2 8 20V Shown on plans or specs 0 Intentionally omitted during original placement 0 Re4nspection* 0 Needs Engineer's review and acceptance* 615 W Alder Street Remarks: MTC on site observed the following Approved plans siesmic specifications and permitting. Holes were drilled and cleaned ready to install approved threaded anchors. Drilling and cleaning process using all HILTI equipment drill bits 3/8 and 1/2 depth gauge on drill motor shop vacuum and air compressor. 1150 3/8 holes and 120 1/2 holes No anchors were set at this time,contractor requested another inspection. All work performed was done according to anchor manufacturers specifications for preparation of pre installation per ICC-ES ESR 3027 and ICC-ES ESR 2713 corpnFack d 777 cbrILI&F bfivt harif"Flam,WA 49233 • 11,6aac- %W Region 21 tx Lil.AC6 RIVd. 4)1,tmrxa, as 14RI i7 , PM ne 460,',14,9 T7 3 60,N 90,1 pur(IIJI spirj° j Phane ',461,f�4—JAIM • F;1k :3(,([Jt47A4I I I `exit r a r w L b 5�i I't: 'A -,n t C Tra etor Supply-Sh ehton-I 7S]3 4,0 712412 017,#P1 4 52 1,Page I of 2 MTC Alaterials Testing & Consulting, Inc. vw A Cna-iftnu 0% A Fq%pW*m a MMwiah TV w FYI Images: OV offl, L A UPLOADED: 07/26/2017 12:56:00 UPLOADED: 07/26/2017 13:05:00 Hole Preperation Perrnit Pertnit City of Shelton Drilling and cleaning for PA anchors to be set REPORTED BY:Stan Mendell REVIEWED BY:Sam Hyatt,Technical Director RECEIVED JUN 2 8 2017 615 W. Alder Street Corprwhtt - 'I,? CfArprAtr Drive Itaritagoam,WA 49233 Phtat- F2% "%V Xtgfaa Ix HiAck I.Alt H I v3. S W - 0 1 y�mpij, WA ')H'I Z - PN�11 a 360,5:i4,9`77, .4fALN,44.97'79 Nei Re glom 9;1 Dupobl srTevl, 54141. S I Nei firqhAm A ejft:2 1'k , Ph-aa* AMIA�4 .Wlfi I I-W� A I I t V.,si- r.ur wL h5lit: c-,c Tractor Supply-Shelton-17S.134,07/24/2017,#P14521,Page 2 of 2 Mason County Community Services Building Division SPECIAL, INSPECTION & 615 WRlderStreet Shelton, WA 98584 r' TESTING AGREEMENT 360.427.9670 ext.352 www.co,mason.wa,us (All references are per the 2015International Building Code) Project Name: Tractor Supply CO,—racking and sheivinz Project Address:12001 N US Highway 101,Shelton WA 98584 Building Permit Number: Date Issued: Y BEFORE A PERMIT CAN BE ISSUED: The registered Design Professional in responsible charge shall fill out the Agreement and Include the name and address of the company or Inspector. Two(2)copies of this form are to be submitted to the County prior to the issuance of a building permit. If changes are made as to who will perform the special Inspections a new form shall be submitted and turned Into the Building Permits&Inspections Division for approval, STATEMENT OF SPECIAL INSPECTIONS: In addition to this Agreement, a "Statement of Special Inspections" shall be i provided per IBC 1704.3. This Statement shall be made as part of the approved plans, and be placed in a conspicuous location,such as the first page of the construction plans or the first page of the structural sheets, SPECIAL INSPECTORS: All special inspectors shall be approved by the Building Division prior to performing any duties, The special Inspector shall provide proof of certification as a special inspector for each Inspection Item and be licensed by the State of Washington. SPECIAL INSPECTION REPORTS: Special inspection reports are to meet the requirements of IBC 1704.2,4, Copies of each l: report are to be sent to the address listed in the letterhead noting the Project Address and Permit Number. A final report shall be submitted stating that all special inspection and structural testing Items were completed and are in conformance with the approved design drawings and specifications. Items not in conformance,unresolved Items,or any discrepancies In Inspection coverage(i.e,missing Inspections,periodic inspections When continuous was required,etc.)shall be specifically Itemized in the final report. Areas requiring special Inspection: Name of Agency: Address&Contact information ! CI Unapproved Fabricators(IBC 1704,2,5) Other than Structural Steel(IBC Table 1705.2.2) j ❑Steel floor&roof decks i ❑Welding of reinforcement. 1 O Cold-formed steel Structural Steel Materials Testing& 2118 Black Lake Blvd.S.W. ❑Welding(Per NSA of AISC 360-10) Consulting, INC. Olympia,WA 98512 ❑ Details(Per N5,7 of AISC 360-10) 360-534-977 I I High-strength bolts(Per N5,6 of AISC 360-10) i Concrete Construction(per I8C Table 1705.3) t ❑Reinforcement,embeds,anchors ❑ Formwork ❑Materials ❑Shotcrete t ❑Post-tensioned/Pre-stressed Concrete ❑ Erection of precast concrete i Page 1 of 3 i i i Mason County Community services Building Division SPECIAL INSPECTION & 615 W Alder Street Shelton, WA 98584 TESTING AGREEMENT 360.427.9670 ext.352 www.co.mason,wa,us Areas requiring special Inspection: Name of Agency: Address&Contact Information Masonry Construction(IBC 1705,4) ❑ Prior to Construction(Article 1.15,TMS-602) ❑As Construction Begins(Article 1.19.2,TMS-402) ❑Prior to Grouting(Table 1.19.2,TMS-402) ❑During Construction(Per TMS-402&TMS-602) Wood Construction ❑ High-Load Diaphragms(IBC 1705.5.1) ❑Wood Trusses>Oft(IBC 1705.5,2) ❑Soils(IBCTable 1705,6) ❑ Driven Deep Foundations(IBC Table 1705.7) ❑ Cast-In-place Deep Foundations(IBC Table 1705.8) ❑ Helical Pile Foundations(IBC 1705.9) ❑ Sprayed Fire-Resistant Materials(IBC 1705.13) ❑ Mastic&Intumescent Coatings(IBC 1705,14) ❑EIFS(IBC 1705.15) ❑ Fire-Resistant Penetrations(IBC 1705.16) ; ( ❑Smoke Control(IBC 2.705.17) ❑Structural Steel(IBC 1705.12.1&AISC 341-10) t ❑Structural Wood(IBC 1705,12.2) 1 Page 2 of 3 i P , q' k Mason County Community Services Building Division SPECIAL INSPECTION & 615 WAIder Street Shelton, WA 98584 TESTING AGREEMENT 360,427.9670 ext.352 www.co.mason,wa.us ❑ Cold-formed Steel(IBC 1705,12,3) ❑Architectural Components(IBC 1705.12.5) ❑ Storage Racks(IBC 1705.12.7) X other,post installed anchors with periodic Insoectlon Materials Testing& 211$Black Lake Blvd,S.W. (IBC 1705.1.1) Consulting,INC, Olympia,WA 98512 360-534-9777 �I ❑Structural Observations Declaration by Architect/Engineer I,the design professional In responsible charge for this project, declare that the above listed special inspection and structural testing items are required for this project in accordance with IBC Chapter 17. Signature Date Declaration by Owner I,the Owner of the project,declare that the above listed firm(s)or Individual(s)are hired by me to perform spe lal inspections and structural testing for the project pursuant to IBC 170 .2. o f Sr-1 - signature Date CONTRACTOR RESPONSIBILITY: Each contractor involved with the construction of wind or seismic force-resisting systems shall comply with the requirements of IBC 1704.4, The contractor is responsible for providing the special Inspector access to approved plans and contract documents at the job site. All special Inspection records shall be retained at the job site by the contractor and shall be made available to the Building Department"upon request, Declaration by General Contractor i, the General Contractor of the project, agree to comply with the "Contractor Responsibility" Items noted above. Signature Date Page 3 of 3 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262 �7 Phone: (360)427-9670,ext.352 Mason County 615 W Alder St Shelton, WA 98584 COMMERCIAL BUILDING PERMIT COM2017-00065 OWNER: TRACTOR SUPPLY COMPANY RECEIVED: 6/12/2017 CONTRACTOR: LICENSE: EXP: ISSUED: 7/12/2017 ' SITE ADDRESS: 12001 N US HIGHWAY 101 SHELTON EXPIRES: 1/12/2018 PARCEL NUMBER: 420024400010 LEGAL DESCRIPTION: TR 1 IN SECS 2, 11 & 12 PCL 1 OF BLA#94-77 AF#595248 a r PROJECT DESCRIPTION: DIRECTIONS TO SITE: Installation of racking and shelving system General Information Construction&Occupancy Information Type of Use: Retail Insp.Area: No. of Units: Type of Constr.: Type of Work: ALT Fire Dist.: No. of Bathrooms: Occ.Group: Valuation: $ 14,200.00 No. of Stories: Exit Design. Load: Building Height: Pre-Manufactured Unit Information Square Footage Information Make: Length: Lot Size: Model: Width: Building: Year: Serial No.: Basement: Parking Spaces: € k I Setback Information Shoreline&Planning Information Front: Ft. Shoreline: Ft. Rear: Ft. Slope: Ft. Water Body: Shoreline Desig.: Side 1: Ft. SEPA?: Comp. Plan Desig.: Side 2: Ft. Fire Protection System Information Auto Fire Alarm System?: Emergency Key Box?: Standpipe?: Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?: Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?: COM2017-00065 Please refer to the following pages for conditions of this permit. Page 1 of 4 • n N (D C? o X� 8 ' >< �"o >< - O cn la `mo o 0 C') o :3 w ya m m nl ° O � a C. 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