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W— — ` am rr M=gi O O a-- c co O -+� *D 1-< COME ce K c<O rrrrrs Or> � 6 I .- rt13 ao o rnrn>MMID v M>c -coOOM coa a o —30 v� MOZZao 00 Q I am -4314t _CL =z r-s M; O mm =Z G 0 a;r-°o —C � rrr r-C3 a i m e Mang z e -� O ZCOQO M mom a . = c ze C*M*0.40= —'QZ �rG"�t CL —a Oa -cam --c ar O -4 C>2= a -406 rrr 0:0t i a MCO2 —O- m aS-+ . t`f--lMM — W ro-c c V Q --!"a--Omm a -1rn> am W a s cc w a o a —>We � O a -- o a_,"G0 I Ow o- —c I a" -nnr�.O a = O =I-,a 0 a+ rRtfAw -! I rOOC d� a area vQ=;I � v> 0 I >z --- 0-a a .< a I a 1Y ! I ( O GA Ct'ltel © ! M-1 V• b -qw v K ! r- Mo O wo d 2-i <AO m -1- • O. aC O CM �00 ! p zo W$.+ ! ow zco �o c c.- _ i c-' I M F+ E � 1 ! v of 00 f+CL ! rnM ofl. � p 0 ♦^ �`-4 0 X o V/ i M zs O z► ��.� z m -cc c � CL O � s C ! V c CA fl N Z ! =r o a° 60 I !1 � Q rA ! I ! c ! ! { b i i i ! ! i R Permit No. 13—r DI$-Ol(03 MASON COUNTY BUILDING PERMIT APPLICATION 426 W. Cedar/P.O. Box 186, Shelton,WA 98584 427-9670 (Calling From: Seattle 464-6968, Belfair 275-4467, Elma 482-5269) PLEASE PRINT #Ae ner Phone# �4 94 f4 s-Z"7 4 0 O Address Fire District# y Ac-U--YtJ St W'A ..Zip S = Directions to Job Sitd UA I J ' 9 v V 7 ( 3 Owner Mailing City t Zip Lien/Title Holder Address City St Zip #2 Contractor Name CAo rVe c. roy Q UBI # Address D We-hl�Altg.. . h! • Su:-�r_ 4S0_ Contractor Reg# City -{�� St�LZip V t O a1 Phone#(�!j_Expiration Date ) / 2-16-- 3355 #3 If septic is located on project site, include records. Connect to Septic? QlAr Public Water Supply y-A Well P i Connect to Sewer System?W/A Name of System (If residential, proof of potable water is required) i # Parcel No. 22 I'1 - 2 2. - 000 2, 2 Legal Description TP.3 a Sory 9/I cD~t r1 '/2, n W ` ' E X S ` e #5 Building Square Footage: i 1st FI 2nd FI 3rd FI Loft Basement # Bedrooms #bathrooms Deck Other Garage Carport (Circle:Attached or Detached?) �'eslribe #6 Use of building work 9 i #7 Type of Job: New Add Alt Repair Other. fmR I #8 MOBILE/MANUFACTURED HOME INFORMATION D Model Year Make Model Q1 . lid Length Width Serial No. = #Bedrooms #Bathrooms Type of Heatbog Purchase Price$ ov 99 Indicate by circling the applicable source if any watef's'on dr adjacent to subject property: River Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Plannin � Environmental Health: Building Plan Review t5-2' 5 Occupancy Group: 3 Type of Const: 197 f-- Fire Marshal: Other: Special Conditions: FEES Building Permit r'o �$ •� � Plan Check L f 02 03 Plumbing Fee Mechanical Fee Wood/Gas/Pellet Stove Violation Fee Site Inspection Building State Fee If Other Other Other Building Valuation: Srp, TOTAL FEE Plumbing Fixtures ($3.45 each) Fee Mechanical Fixtures ($7.00 each) No. Toilets CIRCLE FUEL TYPE: Gas, Electric, Bath Basins Heatpump, Other Bath Tubs No. Units Fee Showers _ Furn BTU Hot Water Htr _ Heatpumps _Laundry Washer _ Vent Systems Sinks _ Spot Vent Fans Floor Drains No. Boilers/Compressors _Laundry Basins _ HP Dishwasher No. Air Handling Units _Disposal _ cfm# Urinals No. Fire Protection Systems Other _ Auto. Fire Alarm Sys 50•00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee 17.25 _ Auto Fire Sprink Sys 35•00 TOTAL PLUMBING $ No. Other Gas Outlets Wood, Gas, Pellet Stove NOTICE: THIS PERMIT BECOMES NULL AND VOID IF _ WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 17.25 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD TOTAL MECHANICAL $ OF 180 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. i OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OFTHE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED F MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH.NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUILDING DEPARTMENT. DEPARTMENT. X OWNER X BY DATE DATE F©R�}FFICIA USE ?NLY Add ted key; I a , G C. t r G I c TI - O oe t I c D _ r l r z c v DOv ' r �, m0 :* m N rr - 1 - G) -i z m [ !- rr 1 D0MCI) to f rr • r Z t c r- m m Cl) ■ t G I - n 9 4 N I o, m x D r t< 0 I ( >-n M �+ mj I Uco M 9 < r m i I'1 c -fi 1 -h 1 1 m o 0 co • c �y0xa � o c -11 c r 'n ; c) U, aa � t C o. mZm1 .++ 7 c o - 0 - O -1 - 7pt t C z nmt o oc -ir xr ml DOt o t C 7 r m m Do � r r O : CO) - W DCo c D - c : pm -C - D T - i c m - fnW o� .•. U 3 - - D - Z G7 G a Z re G7 n Cl) . ] fn 7 x 7 c - a amc A r - r V. 6 m ri • . . . r 2 N -� .. .. .. .. .. .. .. .. .. .. .. t t O S N z n o . S I X D V a S S. 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C D :3 z r - cn 0 n rrO m k (D pp m —•c c c �c (Q O m (D = C v m 0 .D cn N rn — 7 r cQ CA Q l / I z Q 0 0 C O rn c rF Z ca c C- v_ z 0 >R ' amecl& January 2, 2001 0-91 M-13691-H Bowron Company, Inc. P.O. Box 98867 Seattle, Washington 98198-0867 Attention: Mr. Gary Andrilenas Subject: Final Summary of Special Inspections Nextel/SpectraSite WA 0168.1 Allyn Cell Site 19941 State Route 3 Allyn, Washington Mason County Building Permit No. BLD98-0163 i Dear Mr. Andrilenas: I i AMEC Earth & Environmental, Inc. (AMEC), formerly AGRA, respectfully submits this final summary of special inspection services for the referenced project. Our services were performed as requested and scheduled by Bowron Company, Inc. A daily report of our inspection was prepared at the time our services were provided. Our daily field report, which is attached, forms the basis for this final summary letter. i I AMEC provided special inspection services for reinforced concrete for the equipment pad. We observed that the reinforcing steel and concrete placement conformed to the approved plans and specifications. All concrete samples collected during construction met or exceeded the specified 28-day compressive strength requirements. AMEC Earth&Environmental,Inc. 11335 N.E.122n°Way,Suite 100 Kirkland,Washington USA 98034 ' Tel (425)820-4669 Fax (425)821-3914 ' www.amec.com MIRKLAND MAIN\V0L1\SHARED\W0RDPR0C\ Projects\13000s\13691 Bowron Company\WA 0168.1.doc i t ' amec* Bowron Company, Inc. 0-91M-13691-H January 2,2001 Page 2 In our opinion, the work which was inspected and referenced above was performed in general conformance with the approved plans. If you have questions or require additional information, please call at your convenience. Sincerely, AMEC Earth & Environmental, Inc. Neal M. Jacq s, P.E. Project Manager V1ANT S S $41' WASy�j►� 33684 f/Z�o/ K want (Ken) S. Sahi, P.E. EXPIRES 12/18/ o Principal NMJ/KSS/jdp Attachments: Daily Field Report No. 1 28-Day Compression Test Results (1) cc: Mason County Building Department 426 W. Cedar Street Shelton, Washington 98584 Attention: Building Permit No. BLD98-0163 N\KIRKLAND_MAIN\VOL1\SHARED\WORDPROC\_Projects\13000s\13691 Bowron Company\WA 0168-1.doe , AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. shin Way,Suite 100 Tel (425) 820-4669 INSPECTION REPORT Kirkland,Washington 98034 Fax (425)821-3914 PROJECTNAIyIEC`-�'C� OJECTONO REPORT NO. v ADDR� ��j� l3 �/ �� //' ' PE .� O�C• DATE^ CLIENT WEAJUER PAGE OWOST"lFlop") STRUCTURAL ENGINEER AGRA PROJECTMANAGER/PHONE NO. e AA ARCHITEr r� A w�i�r AGR LDREPRESE�TI EgNO`� � CONTR T/f ;ter.' 7 "/len r 7 G TYP F I PECTION INSPECTION �� ❑ RE-INSPECTION ��'�.� v Y t�: a,.:;<a �u��s ��Y 'sx '�:.xK�.a4�'°�s g :r xa°°raau.•A „�� ,yj,,(i���1eF ���a`' s_y r ,c �x�-a` � -r, �t� 3�• + a2�� y; i � ,t..,•,o .... .`g.. S,:H •eL'^£ .. ': ,.,,...:. � .iP 1s�iK���i.F ����,..a� �tl�..'b'�8> >Y.at'' S t*i'M.% ..iL'S ::Y�� //��Ky� ... /..�.�.���./� [f\��.�� Z�j Ti Cr�icl t> 1 f -O�Ax' Q0/'1'10Ae7Fr kefs +7I� 7T�- . I I I I ..:°'a � .. .•f��.f��C��i l ,� � 3 �::Fps ..•::�` ����<����� '��$,� �bF i'1 To the best of our knowledge, all items inspected as noted above were Yes ❑ Preliminary Inspection in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected—Report No. • Nk: AGRA FIE#REPRESENTATIVE RE41EWED BY it THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. I' l i i Ln AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122nd Way,Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 NCRET GROUT MORTAR (TYPE ) CMU (TYPE ) PRISM FiSHOTCRETE OTHER 9 ASTM C-1019 ASTM C-76 ASTM C-140 UBC 21-17 ACI 506 R PROJECT NAME e� ` / PROJECT ADDRESS � � � REPORTNOX PAGE OF CLIENT DA e--0 u FtEC. s Tit Lagmil, ; ..3 •• :s M+:p3;�a1.M��.. ...,., a .,: .n Fc., F.; s .y.� ^`:< Xk, & .S��� .k�J%i ;. Y� SUPPLIER D1!GI�X TYPE OF CEMENT MIX NUMBER WEIGHTS PERYARD ACTUAL DESIGN TICKET NUMBER f�� CEMENT (LBS.) .3 7 TRUCK NUMBER 3 FLY ASH (LBS.) BATCH SIZE,YD3 COARSE AGG. (LBS.) TOTAL PLACED OF YDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) p ALLOWABLE WATER, GALS. FINE AGG. (LBS.) �3 'a /3p �73 DRUM REVOLUTIONS WATER (LBS.) BATCH TIME , - AIR ENTRAINMENT SAMPLE TIME P- ADMIXTURE NO. 1 p FINISH TIME ADMIXTURE NO. z: `6O EtATA x SET NUMBER: SAMPLE LOCATION: DESIGN STRENGTH PSI DAYS 'TES"`! #"!A h ACTUAL SPECIFIED . . TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NOJSIZE/TYPE) • �G12--- AIR CONT. (ASTM C-1731C-231) DATE SAMPLED AMBIENT TEMP. OF DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) CURING CONDITIONS UVWOW-L UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YIELD (ASTM C-138) .I . Now AGRA I LD REPRESENTATIVE REVI ED B THIS REPORT IS CON IDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIA BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. i amecl& Report of Compression Test Results Client: BOWRON COMPANY,INC. Report Date: December 27,2000 P.O.BOX 98867 Project#: 0-91M-13691-H SEATTLE,WA 981980867 Project Name: ALLEN-NEXTEL Project Address: 19941 E.SR 3,ALLYN Building Permit: BLD 98-0163 Attn: GARY ANDRILENAS Project Mgr: NEAL JACQUES Architect: PB ARCHITECTS Engineer: N/A PO Number: N/A Specimen Type: CONCRETE ASTM-C39 Mix and Field Data Cast Date: 11/28/00 Contractor: Placement: EQUIPMENT PAD. Strength(f c): Required: 2500 psi @ 28 Days Inspector: GEORGE HOWARTH Mix ID: CL 3000 Actual Specs. Supplier: REDIMIX Slump(inches)ASTM C-143: 4 N/A Load#: - Air Content(%)ASTM C-231: N/A Truck#: 203 Unit Weight(pcf)ASTM C-138: N/A Ticket#: 46112 Concrete Temp.(•F): 50-90 Plant#: - Batch Size: 7 YDS Ambient Temp.(•F): N/A Water: - Weather: N/A Admixture: - Time Batch Time: 14:16 Remarks: REFERENCE REPORT#1,SET 1. Sample Time: 15:20 Finish Time: 15:30 Test Result Actual Spec Date Age Nominal Area Compressive Strength Brk.T / • P 9 p 9 Type/ /e of ID# ID Date Reg'd Tested (days) Specimen Size (sq in) (Ibs) (psi) Cure Req'd 9380 A 11/29/00 12/5/00 7 6x12x0 28.27 97250 3440 SH 138% B 11/29/00 12/26/00 28 6x12x0 28.27 131960 4670 CSP 187% C 11/29/00 12/26/00 28 6x12x0 28.27 124290 4400 176% D 11/29/00 HOLD Break Types—(Cn)Cone,(CSp)Cone-Split,(CSh)Cone Shear,(Sh)Shear,(Co)Columnar ReviewX GarV J 11335 N.E.122nd Way 0 Client: Yes File: Yes Producer: Yes Others: it c and,Washington U.S.A. 98034 Tel 1425)820-4669 Fax (425)821-3914 www.amec.com