Loading...
HomeMy WebLinkAboutCOM2006-00100 Final Expansion and Add Fire Resistive Wall - COM Permit / Conditions - 1/22/2008 n w - so p CD co m .. < y, m N —+ 0) 0 n ... 01 O t�ot -4 m r CDo m >( o x rn wcc (DD �mqp D p ,RL m 14, z f! 0 cn o CA co 0 z �a cZ m C m .0D � m-n -n n -n m O0m � d CO) 08 06 c o z 0 m m � » o co3 3 G) r' CA) � 1� 0 o g m � � G) � $ � m � � N4 m ' y D Oo nm W -4 � C � m � � Q- w o CL a L— co n � 0 � TI < m a n OD C W OR O O CA) r -'I X co ic I m n rn c C0 G Z Z z m ci G) C 0 3 CDc o n 0 z r" m ao ac °� z =_ Z 'm p a -n 4 m Z Z W aN m c Z co) CO w CD :3o 0 Oz � ? w ca rn a T s w $ 3 m a = z c -► c 3 0 P C n u � gay o � m m av ' N m W o C) co �rI m 0 CD `° � � � � mm 0 �p m CD 0 O � O v 00 W N A O . p W N X N 000 °Mr V rn O) o - -+ N O O ;a O X w 'O v O ' c mn � -� c om° n 0) (Ds v n c.� v CO) o o .. � c C � o p S 3 cu .Q. Ca x. n� Q Z O 3 O � — O 7 Z !R j N C. 7 C C N O m m0� y-0 m C tC 5O -1 71 C a CL Cn 0 N 8 CDm c r -0I = = °.� O cr Wo oW IT 0 Nw � � o +nimm n `D Us �@ p 0 m M v C c W.9 V 3 (D o � O p � .. 0 2 amm? mom (D ODW � �m a am -� �� ; 0a go _� (D a = o -+ co -. v ygm m'� � � o n� o m Z X c ID .. m o � O n m � o �o obi rnm m a cD a j �° w Opp N = W f n o COf CD n ? c rc- mD � 3 O �n 'Q N °; O C *0 cc 3 � -u-0 n o. N = 3 q C y <O r.:_ � o 6 oCl. to Anm Cl) ca 3 v imp .« y M O CT N Z to �p Q �>Nyy 01 = 'f CA w A � to y j W m 0 c� o. 9 ton fn o toil o o � m ca o o g = = Oz2 9O �Dm 5 0 R. � ocDi � � 'g � a a � � c = O-< D o m 0 Wit' � aa'oa'c Ua R 9 � 1 — -� � � ==0 n � ww gcD v obi � � � W < v GZj a��i o s c C. c 0 G> — — 0 tD < =0 CD O CL Ov o aQ v Q -rt m 3 cr a� o > > > > > > > 7 z z fJ m o o a 550;0 ;aC y tD n OR N to 'a C ttl Om n cc V c N - - - - - - - a a to (gym �, 3 - con � a m i 3 3 � co ? O y CD Z 0) n � CL C to = r► < c < 3 N C o W o Cr O a r a > > a W -p o _. C to �. p C) A Y1 n » n n n n � J J J J V V 1 ? D M O CC) O zi0) v v N O O O xO - cu -o 'O Wm -ncL n -p Xm c mcOc c o � 3 -, o � X � �' � � x � 0 o ' xc 0 o Zmi= vat a � � � ('L:p-, �v < 3 � c oo ° Oz 41 � oy`� °'. 0) o pp - ^-� v y = m g cC Dz - c cc , o v•e .3 o o a o y c, y m y mCo �Z xa d .,, °� a 2 vc s m � ° -40-0-40 am ao, aD �- gip ° o � 5 20 � z ;vtoZ c 9 -, EFm Er °a. - o� az y� °1 Q< n � � � .-►. -Di1 O n O CL 3i �ly 0 ZV 1+ y m y Cl.m m o �' m 3 5 r Oh o m � ., � � � y ydd cO5cD g _ �j W a -Mny � � ? '(a � Cy y w N W 0 13 o am. o as -IOG<>Imo a c °� o s�. � a � 5 N 2 0 0 a My c � 3 rnmn ' (p y m y of -1 @ a � - w c m �� as 0 Qy cn --Iy m ivy � o ° = c .;c Tov wCr y y 'v< DZ y 'a > > � 3 y y v o 7 v m 0 it e a _ c� � 3 8 y L o a0) c � Em � � � v2 -Irr o (D b q °� w 3 0- p � '' Q A� � m=m(n a � C 7 — y Q C.� CD v 2 n M � O O � < 01 3 m � aO- y y m o ° a Ep5 = - 5. cn _ O � m o � ° o y mm ° �' y "1 °� $ - ZvvO C > >arn � � m . 0) a'S 0 �' a y -� p y M _ 3 < <D eRt MDMmrn acD, � - 9 � � c o o v`a p c � � � c M 0 CO)'fl Ca D �. N W Z O fn 7 <D Q Q C M t-4 Q W C y j 02 - mu y o o �.< y m v cu 'c c n � mOmO o 3 m ny o 5 m EF -. 2 o y � m Q o m MZ - 'i < ni 5' a c VO R 3 � g - no m • L 4s y 3 3 Ar 0m000 y Z05' = 0 � cD m c° o CM 5M mac° CZ " OC � 3N � C0m50 � a rt'Zm D -%w cgo35* (8 : °Z - OW nb o Z 00 a = < -a On =' N u Z> m0tn Xg ° °.� � � � fD`� �' O m a o � y T0M -4� i � c v (D m o CO m y Z 9`< y 3 mcc � m '< G) u ; O m 9 yO to � C ? C � � Z � � =� v' y'0 �, 3 w o p o 3 to o� Cls M m c o o a � � 0 W WZ �m 3 (D35 C. �' � CD o O c o g -' IR c Cl)<c� m to 0 Ca o (D cD ( " 3 (D -,, 3 0 m cD) mm � a0 CL � � �', 3:Kr : o o m m m m 3 -W v n Mo � < � � 01Ca � yo � p -- P9a ort _ QR 51y O f O CD y z C,m. CO) O � Z� 3 _ � � -a3 -I ,� jai D � m Qcc �. c ZOO 9 � o �;s p 0 m g• Q p m N O 8 > > p 01 r n C ° 3 y �D <D im n (� CD O Vic = 0 r W � �.o rn � (D @ C.Cr 5 = vv � c � °o O 0 � D 00 cW 3 m c < � � c D p cQ uCA � mm --� w Z � � f � � CD ao 0 _ v °' o N O 8 ' Xd tb OLZ wg - O 07 ° X `a N -' � Z . N ? A - CD 'O CD cr O � w u � � r rn ® c m R � ° CA IDo — CA CL O y S > > cA)wt� � c . �C o _ $ �OM S 0. mZ2 0P�W CD f 0 UM = ° r. 5 °X r- o n o a�. QN m 1770 - Zpo� to a!n X as g c� mcc �' 0 mv2n N N,o :j 1 -4 = CTCn z CO) rn_ -o' X o - 0 m cn � _ m$ N mN Z gZ I 9 " �, � �-* - o� v ° of o 0 Cos Cl. m s w com0 °p y CO ° cn ; ° .� 0Q � �• a m OOMM c CO) 0 On+. Z ' m 1 ° 3 ° a < aQ 30 °v 0 ENO (A p � v � C 3 ° ? ° i3 cD - m 0 Cr chi, tD m rp Wm Opr- 0 - :3. - o v �C� Z cD v, C0 D a m to °: v o CO) m F3 o M M> c CO) 43 p C ?. o• c Q CL > I � , CD a cr m< �v co CO) Mm >or C ` 0) D 0 mCD ° Z � . te � p vCD CO) r, D y (D o CCL oC,Z 0 . �i o :3n rn � x0 _ °a y m HE N 0)c o d C�-D n 'O" 1_ �� m O � 7 (p CD O gN a am 0 0 0 0 NZ -0 -1:3 CD 0 * M o aa2 5'O,O w moQo- c ��� m � y� ' o5Doz 0 m � CCDDm � m °� CD a @ 070 wan m Qm , o 0 v_ � > 0 � � � o Cr c CD Z � m y � CDt° c Z ZMMO CD N Cl)O �� 3 'o G � � C n ZZ ao C CD(aaCL (A c X ° = bm=Q ° c N o ' � (0 D 'CD rn (D `� =c0 c - — O M � - w C cooD c � cn 3 0 0 v ° m D _ moo_ c c, m to c °c 3 � �� m m m c MCD w c ° 3 90, .� y � Q -i v r" v � 0 3 3: 58 moo C O 7 Z r cr <D o, 8 O rt _ 3 Er m W 0 0 1n0� ° O ? (D r � n --izm � o CD m rt � M. m 3 m n 0 8 d w fT1 n n of. •• -. 7• cn tD v cQ = D fl 0 -1 v, v o CD �v om zmz om o o �3o � og o c M0 � m m o , a T m- c CA O a r ,cr M yam = m ? -» $ W CD (D m 0 0 p --4-4 0 O W N n N G. :30 CD CD O ;u � Z 2 mo << �' O ° rn co Z f, y► CD CD O O rn -4 vZm CD C CL 4M O to Cn o 3: Na y. -uO ti a O° n ch m --i o CDg ° � -, n go � 0rn 01 C =Er a ° -° m R m m �a a of D 0 ; CD rn ,' o v > o o 0 n o (D OD N O ' O O> x u) D v x goj x c X 'll oo Na r p0 > � co � m $ ( �? g $ 30 m' } ccM d O � m m��m 3o (D 0 Z y� nn3. 3 a o n ? , &a oID 0 Q r » cr Z � � � � =r Si (D G.m -- � 0) x W � 00 t0a (D2 r 3 CL 7 C ? g ai � 0 N -0. Z 3CA � -1 - 0 o a � m � j 010 0 a v m °� R i CD m � n 0 Q to M -0 0 o to CL CD3 > A. 0_ m � 3 AL� = � _ o A 3 w 0 A . O p y 0 8 (D ^ (Jl v (D 7 7 N O ... O 00 co comma ccD 3 8 mo - ga a �. N (D Z 0W.8 to (D (D SD G. 590 3 01 m � D � -«--gg ao 0. 3 m � �' � � 3 O c S 0 R3 (D CDa 0 (D N w o 0 0 9. 50' p. o 3 � � do m a (Dca N 3 3 (s (D o -w W -u C d O 0 (D'p 0 2 D �0 0 0. C y S Ol N < N y (D2 c (D n cn m N 0 110 N (D n y� 2 O A(� O y 0 C G.p 7 (D co CO) y A� 0 (D N O O m O .0-► 3 N 'O p� fl c D a0 3 c� o ° v '=! a s03 (D CO0 0 b canao d m . 0, 0 CD N p O o s N �. w c m m XD XS X � X = XD XD X0 'n Xm -0 - -1 D 8 m § 5 c Cu W w � 0 Cq ; W 0 0 � c a � c a a o a � c sW o _ � 30 8 _ 3 _ o 4 a 9 � � M. � � � � CD3-• 3 a sot CT m � g.° ? ? � g g c � o -, _ m cD CD CD CD o N O C d CD `� c m 0 ..ao 0 n: N co < N d _► n CD v S 3 0 3 �, a Co m ,c0„ BCD - S8 OR � 3 S 3 �' W � �. CD ` N o N CD 3 O 3 Cn O n 3 c CD c 3• �—' 0 Sy c c � 0 3 i 3 cCD m F co m 0 c O N g 9- 8 g 3 m. g3 c 'oCn CD Q CL CD co m �,cr : a s m rn CD W CD Cu v $ W a Cr D o 0 m � � �• � `_� Cc m 3 < < o ID sD Cv -, c (D g pp w 3 a ' 3a R0 Cn o �1 N O _ W CD < O O .O► WO 7 CD ^* C CL i8 �. v Wx `zoo CD � 0O - =—r m c cD — c• CD CD 8 8, x M � 0ccg � n 5co 3, 0 0 c Q o c'D x co30 3 g m $ Q• n :-' 55� c a Cu c CL c > > ac cn °' $ a a m m �s c CD c 3 c g m t1 0 3 c j N Cc,IL 0" ul O p r @ 5 a � CA O H CA O O = cD O _ D 5 go ca o d C) O N p W ' y v O) -�, 8 n Q Q O' CA O O M n �w rt O O S � CD g 0 co W C N V �. L. N S ' .O•. y., n G,1 •� MECHANICAL MANUFACTURED HOME 0 lcatrNq 8v1b partstk�ob By14W,' ,ice,Plp'Inp Ribbons o inuribrDate By k�tsrior-Dale By Date By � o Exterior Data By mior-Date B CO) Point toad I laolatad F*Wnps TION Date By BD I S AB W8ULAT10N pato By Date- By FIRE DEPARTMENT I Foundation lilteils Floors Date By = Date By ° ' By DECKS y I FRAMING' %w- (1- Vkft Date By Date By Date D 9A S PROPANE TANKS zz PLUMBING VaultData BY .� Date By Groundwork ptda OTHER DaW I<It—)1049 BY"1� TYPS: =[1a By D.W.'1t DRYWALL By n Data By Int Braae Wall ,� By 3 Oates BYI FINAL. —Ec-" N W"une Fire Seprration O O page By Date By Date By m b Pass or Requad It►spitbc#. o of Insp. Fail Date Date Done By Comments O awy fo;3�� roJ�c� 2 ,� a Mrr i*� fad( Rd�+' �111ftA C�- 4IL Yv Susufc.ly 4 t ec ' Pee, <il�t(�� ufis gt",I Nit® - o lac, ice- " ., 15� Ps _ coin ,��5 �� t t-S � G L)M fZ(nko o 1r LZJPJ Am n�fo " cc 11. fAA7 0 (biAa J(S �+ /�nd 7--�-7 CID 6 Nil By PM loilwaft By mw By 19M.Alm by iJIr ey ream w. By Cato By Oft ®y FUM �aw.ns Plaefs or. By By-FL9 Dm By DES FRA� Waft Dab By 0* By Dab ar PROME TANKS Pumoma V^* DM By ma Orlr my DW o.4 my D Tyw- Dab By GSM Nh� B d�ba by Fl !� WMiarEht� ti �prallan y FWAL, Di By Dab 2•�� er o 6 or R"um t f vs Of it Dift Date Dane By ConunwAe � �8�.�5 ®/- Ol-/ _t7 c�'-f' .T,p a.✓B �-�' ' �RV' ASS 6a74A.s 7-Z> T7w 1119 �� lrna.J ILLry e7�!/1�i¢3`TBstJ d6FV1 -S O r' I BuildingPerruit# C���' MASON COUNTY 150 sF BUILDING 111 426 W. CEDAR Fxpls�ox/ SHELTON, WASHINGiTON 98584 (360) 427-9670 -I�ONII mom Job Location 1 e M/ E 4s7- 67-A F/2utT This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been f0 nd: Items Listed below must be corrected to gain code compliance aL v.4h-4 I LIFE Age el wPrs L S Z SW It -6EE KWIC tpm I1 You are hereby notified that the above corrections shall be.made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to ❑ This is not a complete inspection Department S Date Inspector RLS 1 g VB DO "T', " ' , E TM9i TAG Fox C T MASON COUNTY PERMIT No. ►,ne '.�D3�CoDw' ' BUILDING PER �A�'PLIC�ATION 00160 �f"e_, O e7 co 426 W. Cedar•P.O. Bo i as, Shelton,WA 98584 C < Shelton (360)427-9670-Belfair(360)275-4467•Elma(360)482-5269 N W �� "� Q-1�'►a-� Q��vie r �' ce -2 n www. .r on.wa:u 1 . 1v Y, APPLICANT INFORMATI ` ON Owner Company Name Mailin Address Address City laState_Zip Code !* 3Stte Zip Code i Phone er Phol Oar f'C. �' Ogg Lien/Title Holder .. .Contras r Reg.# ` E mail address epdw �� f Mail Address Drivers Lic.# DOB Drivers Lic.# DO$ SEPTIC I WATER SYSTEM INFORMATION-Connect to New'Septic Existing C all, Connect to Water System - Name of Water System 16 Well 1✓ Water Systerra Name of Water System PARCEL INFORMATION-12 Digit Parcel No -- Fire Legal Description Site Address(Please include str t name,street number and city) Directionp to site Will timber be cut and soldin pa P t es /W1.1 re ration Ye / v Pa Is property within 200 of Seawater �/y Lake River/Creek Wetland AI P Seasonql Rrlroff - p Stream r Bluffs > 15% Is this Pennit'subreWO the mutt of a Work Notle a or TYPE OF JOB-New Add Alt Repair other Use of Building &=,l '&�.1r *-m 4-Describe Work v No ofBedrooms _Nm B&wooms Square Footage-1st floor i s75" 3mW4eer— 8a"Mvit Dock C 9eek- Sq.ft. Year Length Width Serial No. o.of Bedrooms No.of Bathrooms Type of Heat Pu acement Unit? Yes/No Installer Name Certi o. OVY ER/BUILDER Ad S bTdssion of inaccurate information rn,W rm*in a stop wok ogler or pond nevoc�r flft lblaror of such is by signs mm bdm.i d�toat I am the owner,owners legal�or the contracts:I btw declare#lot t wn erriitled this pemtit and to do the work as pgposed in the appkedon.I dedw a that I Mars ob>�irW the permbsion from d the neca ry parifrie e.s pa�rvssbn is required from arty easement hokW or any other party in interest regan#rig ttiR w --the work proposed in the I have dbtained Mmimion from them to apply forthta pem#and kxxWW the work propooettOWFW or agent on owners behalf,repreaer6 lief the information WvAdled is acauate and F0wF1==.S MEANS access to tfle_. d9ecxbed ProWly and sbucdxe for nwiew►and kqx ckm. im PROOF 9FjQWM1X-x T Af / / Soy 0 owne tr►dlcate one FOR OFFICIAL USE BOND THIS POINT Accepted by: 'Date DEPARTMENTAL REVIEW —APPROVED DENIED NO L Building Department /t]_ Planning Department AUG L. Environmental Health Department t0AGQbj COUNTY Public Works Department Fire Marshal ;;EW Building Permit Fee Site In 'on Plan Review Fee '1' . 7 EH Review Fee Plumbing&Base Fee Plannina Review Fee Mechanical&Base fee 0?3. Other Wood/Gas/Pellet Stove Fee State Fee -- Violation Fee Pre-Paid at Submittal Valuation$ TOTAL FEES Mason County Permit Assistance Center Planning Intake Checklist Owners Project: Reviewed By. Commercial Dwelopmetit O Comments: - Planner. GBM TSC C M PBC RDH Site Plan: .',W'North Arrow I�aaasions: 1 rr Q-�-� and Driveways Shown.Road name: , g;Straftes shown with setbacks Septic and Drain-field Shown with setbacks ` all surfauo water(streams,Ponds,shoreline,wetlands,etc.) _y(sly) sod St ructm SetbacksWfifV go !F: S 1: o Utility and Drainage Easements: Yes No (if yes eater condition#5022) o Other eats _Sry Appurtenances ��iCounty Access Permit Needed(add condition#0010) N� . - tatae Access Permit Needed(add condition#M0) 0 D Standard Conditions to be added.to all Building permits that planning reviews:#5019 and#0700 Are here any impediments that may restrict access to your site? (dogslgates) A /VIV Shoreline and Planning Info Setbacks:Shoreline: — Slope: ShoreDesignation 've Plan: Rural Desr ,D--W Applicable O Agricultural a- 2 • 5 10 20 O Urban ❑ In-holding 0 RMF ❑ Rural O LTCFL 0 RC 1 2 3 O Conse vancy 0 Rural O RI ❑ Natural .0 RAC 0 RNR O Unknown 0 RCC-Hamlet 0 RT 0 Urban.Growth Area 0 MPR . 0 Unknown 0 Unknown water Body(type of if unnamed): SEPA: Yes No Flood Plain: YES NO o Map# ^ Aquifer Recharge: YES NO � Map# Tags/Cases: RLGSPI Case: 6-Year Dev.Moratorium:YW NO Eagle Nest Tag: YES NO Other YBS NO Addressing: Check box if needed 0 Reviewed by: Revised:11-01-2005 .1-VLANNINGWACIPIANNING INTAKE 1 Look Up a Contractor,Electrician or Plumber License Detail Page 1 of 4 MENNEENNio Topic Index Contact Info NUMMIMIKINIMIZUR .. TWW a LkWWn8 Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly Version General/Specialty Contractor A business registered as a construction contractor with L£tl to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License GENERM'306QF Licensee Name GENERAL MECHANICAL INC Licensee Type CONSTRUCTION CONTRACTOR UBI 278040974 Verify Workers Comp Premium Status Ind. Ins.Account 23957200 Id Business Type CORPORATION Address 1 2701 SOUTH J ST Address 2 City TACOMA County PIERCE State WA Zip 984098092 Phone 2536278155 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/6/1970 Expiration Date 9/30/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License https:Hfortress.wa.gov/lni/bbip/Detail.aspx?License=GENERM*306QF 10/23/2006 12/27/2006 11:28 3606742056 PAGE 01 R"nest To RevW A ra" d Phn Fermit Ntlt»ber:HLTaZoo...wAgao"loo Nana Petrel Ntmarber 1 .L»i4:.. .'�4" Project Address Ma h&dft : p q06, rsrris�ons the detailed of th�o Are two seta aFtbe ravlsed plans or xMwA=indicating the dhaaps indided? 4NOW o No Are the apptVved Skspleas ea0b"? D Yea grow Are the revisi O=dearly and acumr My MOM an do plsos or adde06=? 46M G No Doee.the pLm oonto an eats orta ect's lateral or vadcael andysW fRMW o No If Yea,Has the engwineer or weNtect approved this wvision? OROM D No is astamtpod and signed�ppt+nval inchtded with then ngt�sC1 a!!a!� o No Does the proposed revision moth$►the footprint or location of*0 satchm? UTMMW o No If Yes,Is a ravised site plan,with all new satbaok dumaaalons melted with this rogtmst? o Yea "Oft �► a1 iafor . DoW I Apphoant's -�� �� anon ue onhr Nick '' We sant Iwgroe To npvMw.a By o.w. Valuation: a• 1-16-M D Le,, I_' Adaitional valuation: s s Sq.Pt. —t-i v x s _ s �„ TOW New valuation ` AMWond Plea Raviow Ste/' yam: Fronts Rear, ,! Additionet i Feerait s /SD•Av Addkkml condMon;J Contre wis. AdaWoad Med " s Addidow B.X 04PL S O&W a SL R /fro 75q�' Total Amount Doe: $ 9 91.75� Amoaat To as Paid Up.Front a 7 7. fo.� 0 9'O . ca MOW- Information jps .To Build On •« • F-Towift January 19, 2007 General Mechanical 2701 South J Street Tacoma, Washington 98409-8092 Subject: Final Letter Special Inspection and Testing 742-60279 Stretch Island Fruit Allyn,Washington Permit No. 2006-00100 3 HourFire Wall Dear Mr. Bertram: In accordance with your request and authorization, Professional Service Industries, Inc. (PSI) has performed special testing and inspection services for the above referenced project. The special inspections provided on this project were: • Verified Pre-Construction Components • No open penetrations were observed To the best of our knowledge, all work listed above that PSI was scheduled on-site to verify, has been found to be in general accordance with the approved plans and specifications, approved changes from the FOR and Chapter 17 of the 2003 International Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (253) 589-1804. Respectfully submitted, Professional Service Industries, Inc. Edward A. Smith Branch Manager ES/ajb Professional Service Industries,Inc. •10025 South Tacoma Way,#H1 •Tacoma,WA 98499•Phone 2531589-1804•Fax 253/589-2136 � `� Informati ?o on Build On RECEIVED January 19, 2007 9AN Z3 M7 General Mechanical 426 W. CEDAR ST. 2701 South J Street Tacoma,Washington 98409-8092 Subject: Final Letter Special Inspection and Testing 742-60279 Stretch Island Fruit Allyn,Washington Permit No. 2006-00100 Dear Mr. Bertram: In accordance with your request and authorization, Professional Service Industries, Inc. (PSI) has performed special testing and inspection services for the above referenced project. The special inspections provided on this project were: • Reinforced Steel Inspection • Reinforced Concrete Inspection 3500, 4000 psi • Visual Weld/Bolting Inspection To the best of our knowledge, all work listed above that PSI was scheduled on-site to verify, has been found to be in general accordance with the approved plans and specifications, approved changes from the FOR and Chapter 17 of the 2003 International Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (253) 589-1804. Respectfully submitted, Professional Service Industries, Inc. Edward A. Smith ' Branch Manager ES/ajb Professional Service Industries,Inc. •10025 South Tacoma Way,#H1 •Tacoma,WA 98499•Phone 2531589-1804•Fax 2531589-2136 Mason County,Dept. of Community Development Mason County Bldg.3 426 W.Cedar P.O.Box 186 (360)427-9670 Local (360)482-5269 Elma Shelton,WA 98584 (360)275-4467 Belfair Notice to Obtain Final Inspection November 29, 2007 KELLOGG STRETCH ISLAND FRUIT 16371 E STATE ROUTE 3 ALLYN WA 98524 Case No.: COM2006-00100 Parcel No.: 122311490010 Proiect Description: 1540 sf EXPANSION OF EXISTING PACKAGING AREA add 3-hour fire resistive wall The Mason County Department of Community Development is currently reviewing all permits that are expired and have not been approved for occupancy and use. Pursuant to Mason County Code, Title 14 Building and Construction, a permit and final inspection for this type of activity is required under the 2006 International Building Code or the code your permit was issued and your property is currently in violation status of occupancy'and use. Please contact our office to make the necessary arrangements 21 days from the date of this letter. Failure to contact our office to make the necessary scheduled inspections will result in enforcement actions. To bring your site into compliance, you must schedule an inspection. One (1) $64.00 site investigation fee will need to be paid prior to inspection along with any outstanding fees currently due on your building permit. For every inspection required after that, you will be charged $64.00 again, per inspection until final inspection and conditions are met. To schedule an inspection, please call (360) 427-9670 ext. 262. If you should have any questions regarding this notification, please contact me at (360) 427-9670 ext 359. Sincerely, Terry Rya Mason County Department of Community Development Cc: Property File November 29, 2007 COM2006-00100 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III,426 West Cedar Street PO Box 186, Shelton,WA 98584 www.co.masonma.us (360)427-9670 Belfair'(360)275-4467 Elma(360)482-5269 October 10,2006 Kellogg Stretch Island Fruit ATTN:Nicholas Pogreba 16371 E State Route 3 Allyn,WA 98524 E-Mail:nicholas.pogreba@kellogg.com FAX: (360)277-2522 Re: Building Permit Number: COM2006-00100,Expansion of existing structure Dear Mr.Pogreba, Thank you for submitting the building permit application referenced above. In order to complete the building department review and fire marshal review additional information will be needed which is listed below. When you have compiled the requested information please submit it to the Mason County Building Department, attention D.Coker. PLAN REVIEW REQUIREMENT COMMENTS: 1. Referencing sheet P4A.01 —Please provide a floor plan of the entire structure,including the first and second levels,identifying the use according to occupancy classification and total calculated occupancy load for each area/room. The cross section on sheet P4A2 shows attic trusses with mechanical equipment located in the attic space. In addition stairs are noted on sheet P4A0. The upper floor,used as a mechanical space, shall be included in the allowable area. We are not aware of an allowance in the code otherwise. Include the floor plan of the upper floor area including location of mechanical equipment, access,and calculated occupancy load where applicable. 2. Table 503 of the 2003 International Building Code(IBC)specifies the allowable area. An F-1 occupancy with type VB construction is limited to 8500 sq.ft. and one story unless the area can be modified using calculations specified in Chapter 5. Section 903.2.3 specifies that when the fire area in an F-1 occupancy exceeds 12,000 sq. feet a fire sprinkler system in required,without exception. Allowable area increase calculations were noted on sheet P4A0.1. Further,if allowable area calculations will still be used please provide details showing how 624 feet of front footage and perimeter footage were calculated. Since the entire perimeter was used for"F",please provide clear documents demonstrating that the entire perimeter is not blocked and access fronts on a public way or open space as required in Chapter 5. Where compliance cannot be demonstrated compartmentalization,or installing a system meeting the"standards for Limited Water Supply Sprinkler System may be used. A copy of the standards is enclosed. 3. For exiting purposes please provide a clear floor plan showing aisles,storage areas,equipment layout, existing walls,etc. Please identify exit paths demonstrating compliance to IBC Section 1014.2.1. In addition please show that exit doors are not less than%the length of maximum diagonal dimension of the j I } building. It will also be necessary to include the type of commodity classification/material stored, anticipated height of material storage,MSDS sheets for hazardous materials,and the type of material used for shelving or racks/pallets and location,see Section 2303,2003 International Fire Code(IFC). In addition please identify the processes involved in the new addition and remodeled areas. 4. Referencing the structural calculations;please be sure that the correct live load is used. IBC Table 1607.1 specifies a higher load value for storage areas. The structural calculations specify a design live load of 50 psf;Table 1607.1 specifies min. 125 psf for light loads and min.250 psf for heavy loads. 5. Sheet NAO shows the approximate location of a propane tank.- What is the size of the propane tank? 6. IBC Section 717 specifies that fireblocking and draftstoppping shall be installed in combustible concealed locations in accordance to that section. Please identify the location of the required draftstops and fireblocking. 7. All exits shall be installed in accordance with IBC Section 1011. Please show the location of proposed exit signs and specifications of the exit signs demonstrating compliance to the IBC. 8. Please provide calculations demonstrating that the proposed plumbing fixtures comply with the amount required as specified in the Washington State Amendments to Chapter 29 of the IBC. In addition please provide calculations demonstrating compliance to accessible requirements to plumbing fixtures as specified in Chapter 11. 9. The building plans state that mechanical equipment will be relocated. A separate permit and approval will be required for moved mechanical equipment that will not be attached to the structure. Equipment attached to the structure must be clearly identified on the plans with installation specifications included. 10. Special inspections are required as specified in IBC Chapter 17. A special inspection authorization form is enclosed. Please return the completed form. Note that on-site welding and concrete greater than 2500 psi requires a special inspection. Other special inspections may be necessary. 11. Mechanical equipment with a cfm greater than 2000 shall have smoke detectors installed in accordance with Chapter 6 of the 2003 International Mechanical Code(IMC). Please identify the location and type of detector s proposed. 12. I did not locate completed Washington State Energy Code and Ventilation and Indoor Air Quality (WSEC/VIAQ)Compliance forms. Please complete the required forms for the new addition. In addition please make sure that indoor and exterior lighting comply with Section 1513 as evidenced on the proposed building plans. In addition please provide calculations demonstrating compliance to'Chapter 3 of the VIAQ. 13. Identify the location of fire extinguishers demonstrating compliance to IFC,Chapter 9. 14. Please review the Fire Apparatus Access Standards and provide documents demonstrating compliance. 15. Please identify the proposed floor,ceiling,wall,and decorative trims and provide smoke development and flame spread ratings for the material demonstrating compliance with IBC Chapter 8. To complete requested information your design professional may need the following information: Snow load: 25 psf Wind load: 85 mph,exp`B" Seismic zone: D2 Return 2 sets of revised plan sheets and 2 sets of calculations. If you have questions please contact me at(360) 427-9670 ext. 510 or via e-mail at: dlc@co.mason.wa.us. You may also contact Larry Waters at ext. 285 or via email at: law@co.mason.wa.us. r Sincerely, Debbera Coker Mason County Building Department Plans Examiner word/COM2006-00100 cc: General Mechanical,Inc,ATTN:Al Boyce,2701 South J Street,Tacoma,WA 98409,FAX: (253)272- 2756,E-mail: aboyce@generalmechanical .com CEI Engineers,ATTN: Rainer Greve,312 NW I Oh Ave.No.200,Portland,OR 97209,FAX(503)603- 0996,E-mail: minerg@cei-engineers.com encl.: Standards for Limited Water Supply Sprinkler Systems Special Inspection Authorization Form WSEC/VIAQ Compliance forms Fire Apparatus Access Standards , ne-e-j t /co,3 c,—, e--s c.-t P?e�T� C / oor t (c,rM ✓�ec�+5 c, eJM , �� G� C-r rD64 0C-1) A Q U Q co L')o Z C-e- LJ C I -�� ^ �- ve- J C'� �� c'Gl i n Vim. a �G c, I Cal �ocf,, -t G 1,,orx CC.,C, \\ 1 1 rZ b t1 T cr. \n SG-LO'r\A )ey', a� T j l e- G f e C. �0� p ( �rec, rip �� t��, vns 8 V +\ Cr I OLOA 1,4>y-\ 1 eTC- 0 a-S �L �G_ • r L� T f- G ' G f(- \ 1 ��, 1 'r CiOUA G \ I C� L I. 5 �c r'1 — d e fe-r re �0 C1C- C-a. r\ e- rVA CL rl\ CL r Q v r COO Ie Floor Grp IG c�� ^} r k e.cj 4,r 15 in c c e_� r1 G(<\LJ �- LA r cc e_c_ 3 0 3 ` c 2003 'FL Gn� ` r �Pr A 12/13/2007 09:22 3606742056 P1>(�- �� '1' PAGE e1 Mason County . Iommun De t p ity Development Meson county Bldg. 3 426 W.Cedar P.O.Box 186 (360)427 9670 Local (360)482-6269 Elma Shelton,WA 98584 (360)2764467 Belfair Notice to Obtain Final Inspection November 29, 2007 l 2J KELLOGG STRETCH ISLAND FRUIT 0"3O bpo 16371.E STATE ROuTE.3 ALLYN WA 98524 'TO BE KEPT IN THE PARCEL FILE Case No.: COM2006-00100 - - - _FarwWo.: 1223114_00,0 Protect Description: 1540 sf EXPANSION OF EXISTING PACKAGING AREA add 3-hour fire resistive wail. The Mason-County Department of Community Development is currently reviewing all permits that are expired and have not been approved for occupancy and use. Pursuant to Mason County Code, Tale 14 Building and Construction, a permit and final inspection for this type of activity is required under the 2006 International Building Code or the code your permit was issued and your property is currently in violation status of occupancy and use. Please contact our office,to make the necessary airy 1 1 ants 21 days from the dais of this letter. Failure to contact our office to make the necessary scheduled inspections will result in enforcement actions. To bring your site Into compliance, you must schedule an inspection. One (1) $64.00 site investigation fee will need to be paid prior to inspection along with any outstfnding fees currently due on your building permit. For every inspection required after that, you wiM be charged $64.00 again, per inspection until final inspection and conditions are met. -To schedule an inspection, please call (360) 427-9670 ext. 262. If you should have any questions regarding this notification, please contact meat (360) 427-9670 ext 359. Sincerely, , Terry Mason County Department of Community Development Cc: Property file November 29, 2007 COM2006-00100 DEPAR`i•MENT OENO 'wt 'street � PO Box`t86 •`, SheIWn,W1498584 (36.6" 42 T 9670 EXT.362 FAX(360)4274798 JHQME PAGE-www,co.mason.wa.us ; pecial inspection Authorization Project Owner. Kellogg Stretch Island Fruit Building Permit Number COM2006-00100 Project Address: 16371 State Rt 3.Allyn Engineer. Tim Covert, Covert Engineering In addition to the InspecWns required by Intemational Budding Code(IBC).Section 109.4he owdter or ft engineer or architect of teaaM sdinq,st ft.owner's agent shall,amleoy one or more sipecial i wpecdors who shell provide speeint inspectiona 4uring construction on the types of work Ilstedunder lee Section;1704. This foam must be completed by the owner or the engineer or architect of record,prior to permit issuance,indicating who will perform the required special inspections for this particular project. The specified special inspector(s)shall performs<.the requInO.special inspections during construction ofthe project, submit-0 inspection repoit to the Building Department and provide a final signed report stating whether the work requiring special inspection was, to the be*:bf f*'1nsPftiW1s knowledge, in conformanoo to the approved plans andtspecillbations and the applicable workmanship provislons,of the IBC. The following checked items require special inspection: X I. Concrete. During the taking of test specimens and placing of reinforced concrete. (IBC 1704.4) X 2. Bolts Installed In concretes. Prior to and during the placement of concrete around bolts when stress increases permitted by Table 1912.2 and section 1912.5 are utilized.(IBC 1704.4) 03. Erection of precast concrete members. Periodic inspection per ACI 318:Ch 16.(IBC 1704.4) 04. Shotcrete, Continuous inspection per ACI 318:5.9,5.10 and IBC Chapter 19.(IBC 1704.4) X 5. Reinforcing steel and prestressing steel tendons. Inspection of reinforcing steel including prestressing tendons.(IBC 1704.4) ❑ 6. Welding of reinforcing steel. Inspection of the welding of reinforcing steel according to AWS D1.4,ACI 318:3.5.2.and IBC 1903.6.2.(IBC 1704.4) ❑ 7. Structural welding. Welding inspection shall be in compliance with AWS D J-.(10C 1704.31) ' X s.` mgh-s"noffi Bolting;.*l"he installation of high-sifength bolts shall be periodically inspected In ac6i* n with At3C L° FD SectlonM2.5.(IBC i7041.3) ❑ 9. , Structural Masonry. Masonry construction shall be Inspected and,evaluated with-"the-requirenments of ISC section 1704.5. 010. Soils. Inspections for fills 12 Inches or greater to be performed in accordance with IBC Section'1704.7. ❑ 11. Pile foundations. inspector to be present when pile foundations are being Installed and during tests.(IBC 1704,8) 012. Pier foundations. Special inspection of pier foundations for buildings are required in seismic Zone D.(IBC 1'f`04.9) 0 13.,. Spray-applied fire resistant materials. inspections shall be in accordance with'sections 1704.11.1 r, through 1704.11.5. Q 14. Exterior Insulation finish system(EIFS). Special inspectlon shall be'required for all EIFS systems. (IBC` 1704,12) Continued on revette side C t 'tj iWr� c V,91 system. Smoke control systems she ba tasted b asp 1104.14— cial inspector IBC Section O !°!i: Y X 16. Special cases.Special inspection shall be regitired1&proposed work tli ii.in ttt'e'" Lion of-the official.unusual in Its nature am perpatin►e method;aud, 8terial of cores tdesigrw and materials and systems ue:Installed in eicordaitcs with addillonai m vr� sratructlts presctlbarequiterhoritOW coililntiiifiri the 1136Vie no ird istendards. '' a ' O Installation of structural epoxies 0 Installation of"highAoad she*panels" O Structural Observation(IBC1709) XOther:3-hour fire resistive assembly and all related components. Special Inspector Selection: Theapsod agstw�r end sp 'lnspector stiraltbe reglsteFed by the Washington 10.ssodation of BuNng Offksle�.(IIlB4j fe�the pa +N-type ef�cwtstruction eropeto�n raquir;ng'sPedd inspecttn: Suah InspebtOr(s�. sha11 be selected by the ovr�r'Dr the owgeYs agent and;��the t3u�np`;Offlafal prior re of his twilding permit. The owner's agent shall not be acting as,or employed by the special inspection agency or the contracts'fdr this prcrjeect Name of/Special Inspector or Agency: Type of Inspection: Registration>Number: Authorization: I heresy state that i am the owner of the project property,or that 1 am the legal owner's agent who is not employed by a special InspectloWbgency or contractor associated with this project. In MWI666;l agree to comply with the special inspection requirements established by Chapter 17 of the--international Building Code as adopted by Mason C Signature Printed ame D Owner .•Agent Date PURPOSE Of.SpfiC L INSPECTIPN Special Inspection Is the monitoring of materials and workmanship which are critical to the integrity of the building t i4 .u are bed folkled. fat re ! being observed. Special inspections are in akl"to se gondcrcQifdfiy riot ootstity Msp . . " engineer for architect of record..Special inspectors fumish inspection st an.tir nes that their presence required by th #t¢ ,> 1 - Good zommwticatbn bshareen the special e inspector and the esl tor.contractor,and bu'liding department is essential. DUTIl. N THE-0 PAgPlWE . i IN$PEQ.09:1 Special inspectors ae indviduals wh highlydle specialized skills who observe those critical building or structural fdrues, aey ar+aqualiflect to,inspec ,.: ;of spat inspectors.ar{i/or ins .agencies na include the following: 1.General RequireTents Special inspectors shall review approved plans and specit'ications for special inspection requijecnenIs. Special inspectors shall comply with the special Inspection requirements of the enforcing juris ion. 2.Signify Presence,#Job Site a Specie)lnspectors should notify contractor personnel'and the enforcing jurisdiction of their presehoe and' ` responsibilities at the job site. 3.Observe All Wo*for Which They-Are Responsible Special inspectors shall inspect all worlf it d° l6im or observe all tests requiring insixxMo t end testing for conformance with the building-department-approved(stamped]drawings.specifications and applicable provisions of the code. WASiINGTQN,, $=IATION OF BUILDING OFFICIALS Spe d`l 'lSpec4o Agency tlrwl Ift Of R Agency Name Professionat:13lervice Industries. Inc.. Tacoma The 11#4 Waahi Ww Asee"ic of f3tsls iitg ofraets MAW sl�e�+tt Lion ++is lr a w`ti aV --�rtleRaeft in S 1701 of to Mob Gods is a*a*conr and the approprlale squ0nent and facilities to torw1w special inspection and rhatedal testing in accordance with Vm*standards stipulated in the State BuiOV Code. Types of Construction or Operation RC REINFORCED CONCRETE PC PR = T ESSgO CONCRETE SC SHOTCRETE SM STRUCTURAL MASONRY SS ZTRUCTURAL STEEL AND WELDIHG FP SO PLIED FIRE-RESISTIVE Nam' ALS The agency name on NM!Cet*WAW of ft"ftboe has:so prasafied in G*WW 1704 d ft *#Mft Cote. D*n*nWWrt ocnipaWmPAp me saustacuen of ft nu"ng elf"avpeifijing ft wAfla,ag"ted,"G" inspeow blf ter aban,as.an ageneY asfJ n the lAlll80 pans aiW Nsifomiana CuaUflcation Na 701 br tl±e particular typelsl of Construction or op sd `` ,�. AR1111. 2007 Expiration pate ('449wive Diredor i ZO d vs:z 900L 9Z zoo 9£iL-68S-£SL:xe� ISd 4.Notification of Discrepancies Special inspectors shall bring all nonconforming items to the immediate attention of the contractor. If any such item is not resolved in a timely manner or is about to be incorporated In the work,the engineer or architect of record and the builds tie notified ircttrrediatat in person,6 telephone a n.and t111I:� ill 21 ! l two a x followingInform about esdt Orrn ten: K 8 01�, � •Description and exogt lq N n. •Reference to appscat5te 9W'of*rovW piahs/spectfications, •Name and title of each r)otifiedand method 0 notification;and -Resolution a correctiv�f ctian: ~ l�„�Reports A. Inspection reports The inapoc re o visit arty vide! `•. r shall furnish these px*ditectty to the building of iclol,engineer or., of record,and other*ae ' dettkteti. T t�eaie' tiffs ionized on istisriiat mays"mitledy at tho option of the building Aclal.in these rep9rtia,opecial inspectors should: -Describe inspections and tests made with applicable locations; •List all nonconforming items; .,r •Indicate how ft items,yvaa resol •List unresolv=1Vti�n" mdairla er1►d, l►ettspitl rM;ari W{ - Itemize changes authorized by the architect/engineer of record and approved by the building dep if not included in the nonconformaricsltems. ; B.Final reports Special inspectors or inspection agencies shall submit a final,signed report to the building departmw* stating that all items requiring special inspection and testing were fulfilled and reported and, the berg of their knowledge.th-cwft"%KK9 ortth ft approved,design.cl aid chaff' orders and �aPctibaa(e prQ*WM of#e oft.turns rA�Jr►conforMM)WW"i W' 4pr any discnnmcies.in" nspeogan covem.p .e.,missed;ipape ns,perio&ira OWW9,whan continuous was required,atc.)s id be specifically kdmIzed In k report: IES AND RESPONSIBILITIES OF THE CONTRACTOR: contractor's duties include responsibility for notifying the special inspector or agency regarding individual ions required by the Bui ,D4 artr N44.or required by�intematIonal..B,uHdIng Code.Chapter 17. . uste notice shall be provided ad Viet the ilpecIal Vspector Witeve appropriate access to the at the job site prior to the required inspection. Tt� . 1 note ,any work that requires 1 Ion without the special inspector'present. Completion fdrm.an d the of special s does not relieve the contractor's:respprtsibilityto schedule-required inspections by the Mason County ing Department prior to concealing any work. I TIES AND RSSPON, S 'II S OF THO,o N�INEI ( R AR HITS T f RECORD: .engineer or acdhitect Al record responsiblo fenllfyin whj special ins are necessary, d*loping a sdetduie ott 'apeciai and asitis�ftia f flit special Ino actor. The engineer or architect or record shall review the special inspection reports to determine that alhs 'mired special Inspections have been performed and that all discrepancies(if any)have been resolved. IES AND REiPONSIBILITIES OF THE PROJECT OWNER: project owns,br the'rig r or ardiitect of re said atbting as the oemer's ag�nt,'is responsible for the funding fit required special irisp+ tipn activitiass`n atCpro3arYce with Internat#ofti Build '06ftZecfiorV't7�4• 1f t A�SACI�A�N THE AMERICAN FOR:LABtATORY A.CCREDI A"1"ION ACCREWMILAPORATORY, A2LA has accredited PROFS „ IQNA'L SERVICE INDUSTRIES INC. Tacoma, WA for technical competence in the field of Construction Materials Testing The accreditation covers the specific tests and types of to Nsted on the armed scope of accreditation.This laboratory melts the Aqui�of ISOMC17025- 1999"General Requirements for the Competence pf TBsttend Calitation Laboratories"and any additional program requirements in the identified field of testing. Presented this 2r day of February 2006. Fox Wegp� President I 5EAt c+ For the AccreditiL Council Q79 Q Certificate Number 0147.03 ac ctia Valid to Dwember 31,2007 For the tests or types of tests to which this accreditation applies, please refer to the laboratory's Construction Materiels$dope of Accreditation. M'd SS•L 900L 9Z 130 9£IZ-W-M:xel ISd � PSI Fax:253-589-2136 Oct 26 2006 7:55 P.04 4WEUZ0.:(f0*lvlQ,'cK'u3 V'IZV) SUQWJL ORS 9£L3 5093; :WISP a9•L ; JHfl .Ixns!A'.uOgWPV4 1'10 SMV'.Uo! V .dotlS .onbuol)log JSIV '.uo!I*Wsul plats Ir<+s!A'ry'la'.£'la` i'f V Willd TM :. t+[£t J (uo!aodwoo .lumuoa j!e'suaunaads to uo!Isisdard PIa3)61010 (uolimclu oo V lualuw j!v-.sn woods jo wpm wd Plog)oil:) (L uow"pb*xo)OV I J (uolssaidumo V.now!omk jo uonwsftd QW g) Ip :YVlsv •sl-lZ .11-lZ41-1Z SJBn 60Z1 :IOasm :OEld 80E.L Of7.1 6OZ1 all .9911 9911 Ot:l OEL Z1 :O.LHSVV . .¢,.C9E�Q £oZ£a .os6Zd ° 9LLta zLl�` asslCl '"°"'010 SLa :KLSV :zllsuilidiit'� 99EL .6£Zl .1611 0211 9L11 0011 64 061 1691 :O.LHSVV 210Ci sl£Va .LIO£a •ZZ6W ISMI LSbZa 61#Za Lizza gluo Lt lq"Q! t I� " f► a s19C1 CZf'QC; k•QZ1 -W1sv VO£1 SSU. StEL MI 961 $i11 Vs.L LZ,L lZl 611 ill .Z1 :OIHSVV •SLCI Z9 J 99f3 ZV13 9EIJ IZIJ LZiO CZIJ LI M too 013 043 60 :1�LLSV 1 CZ.L .6611 .96C.L ri s1.1. AM jUl, .1911 11 461 r£Zti ZLl :O LHSVV larq�. ma J Lloa ',%t3 96ti0 £60 : .ikZO . Z613 •ELI!" = '•Z410 i°1�0 . tJ : In Z10 60 .IE3 W.LSV ONusaL S'IV!'I uvw NOLLonll.LSNOJ r(slx! w)$IN :OIHSYV (awolwnuq)999EQ Yti� W)feol�'(nos)ObL£a Ya>�ouoo)LL010 YsixC+ w16Zt"3 :W1SV EJNM33NIJN3 S'IVrd3.i.VN NOCIJ:1NiSK03 401 f4oipogsl s!qi as pmmx$C uomo VooWnopon"V1ZV aqi do uoualdwoa Injm*m a p Jo Uolnu3om ul £0-LVIO u*gwnM'**aV.%oO- LOOZ'1£jagw*M `:01PURA VQRI 6�fOZ, ouoyd IlaPs�21 a�a 66"6 VM'auw=l IH#bM xwMM14MS SZOOI '0NI'S3MISACINl 301AWHS'1VNOiSS3dOVd' a PSI Fax:253-589-2136 Oct 26 2006 7:55 P.05 ., .. Ch I $ m if ir o low MMINS IL F1 pr CL 2 �C ® ca .' f F „1,�12�knrmtation RECEIVEDCR 62262 BuYld On DEC 18 2006 426 W. CEDAR ST. SEATTLE DMDIVISIONSION ■ TACOMA DIVISION PORTLAND DIVISION 24113 56TH AVE W 10025 SO.TACOMA WAY,SUITE HI 6032 NO.CUTTER CIR.SUITE 480 MOUNTLAKE TERRACE,WA 98043 TACOMA,WA 98499 PORTLAND,OR 97217 (426)248-2400•FAX(425)248-2401 (253)589-1804-FAX(253)589-2136 (503)2WI778•FAX(503)2MI918 General Mechanical P.ROJECT:fiIO ::= 742-W279 DATE October 26,2006 AEE$ 2701 South J Street 2006-Wl W W.O. . ............•.•...•.•.•.• Tacoma,WA 98409-8092 MilNjgPlCj nY::::::::::....:..::::::::Mason Cou t Of Commun' Development ...........................•.... ...................... ENGi[tE� :::::::::::::::::::::::::::::Covert Engineers,Inc. ............................ LTTENTION::::::::::::::::Mr Jim BertramGeneral Mechanical :IFCT:::::::::::::::::::::Stretch Island fruit PRL9dLGTAQDRE33::::::: 16371 East State Route 3-All n SAMPLE LD. SIZE(IN.) AREA(S©.IN.) DATE TESTED AGE AT ULTIMATE STRENGTH CHECKED FRACTURE TEST LSS. PSI TYPE A 4 X 8 12.49 11/02/06 7 47960 3840 FJ 2 B 4 X 8 12.49 11/23/06 28 74140 5940 FJ 4 C 4 X 8 1 12.49 1 11/23/06 1 28 1 75530 6050 FJ 2 D 4 X 8 12.49 HOLD H DISCARD AMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NED CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31• 0 C-143 ® C-172 ® C-231 ❑ C-1064 ® C-39 H C-1231 H 'Exd.Sea 10.1.2(Temp.Recording) TIME,TEMP.& 2:00 PM 56°F DATE MIXING DESIGN SAMPLE WEATHER OVERCAST CAST 26-OCt-06 PLANT MILES STRENGTH 3500 TYPE CONCRETE PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE. 7/8” MBAE 2575 9200 7480 6 GALLONS 15 0Z N/A N/A. PE OF CEMENT I I) CONC.TEMP. 64°F SLUMP 4 1/2 ins. AIR N/A % QUANTITY 5 Cu.Yd. TRUCK M085 TICKET* 126969 SUPER PLASTICIZED SLUMP N/A mix III WA POUR LOCATION AND NOTES: 9 COLUMN BASES FOR BUILDING EXPANSION BOTTOM 18"ONLY DATE RECEIVED: PSI REPRESENTATIVE ON SITE FOR QUALITY CONTROL AND SAMPLING OF CONCRETE PLACEMENT AS REQUESTED BY CLIENT. CONCRETE WAS PLACED VIA CONCRETE TRUCK CHUTE AND CONSOLIDATED BY MECHANICAL VIBRATION. CONCRETE SAMPLES WERE OBTAINED FROM END OF CONCRETE TRUCK CHUTE AS CONCRETE WAS DISCHARGED INTO COLUMN BASES AT MIDDLE 1/3 OF LOAD. NO REBAR REQUIRED. TO THE BEST OF THE INSPECTOR'S KNOWLEDGE,WORK WAS PERFORMED AND CONFORMS TO APPLICABLE CODES AND STANDARDS. EQUIPMENT IDENTIFICATION AND SINM ......................................... COPIES TO: INSPECTOR: DATE: ITEJIAS MSPEC'1'E�: O:::::::....:::::::... x CLIENT CONTRACTOR MICHAEL E.BRIST October 26,2006 ................................................... �FRj?F�Q�tEDAAAS ARC....::::::::::::::: : x ENGINEER x BUILDING DEPT. FIELD CONTACT: DATE: ARCHITECT SUPPLIER >:;: ONFOFI MM(G: >::::::::: ..... •.•........•..•..•.........•�........... ::;1.� �l.....IIN4s:::::::::::: : :::::::::: 'Thb report Is provided for the iMarmedan a(Ma dsrd ady.TM reproduction of dNs report,by arty mallwd,and Its trananepN to•tHrd paM.-Many NAME ON OFF ST OT MILES maw,•rapt in fud,wM twut the fun pem iWon of Protedonal service Industries,Inc.,is proNbited' M.BRIST 11: 2,30 3.5 1 RT 'TNa owl cation atteste W the accuracy of Bra rmft obtained from tM acWaFted performed ardlar otaervadons made wMMan dw defined papa of the work Cerosason snag not be construed to reprow"t an inspection,approvil of swept noe of caner associated work or a warramy of doom or woreaaay of the speddallon requirements.' TOTAL HOURS Certified Report by proj4sajonp_Ietvicg tic> e ��. Frank Adams gate,_ December 12,2006 _ _-- TS--98-1 SInformation CR 61917 To Build On p��37r�DIVISKIM ■ TACOMA OMSION p PORTLAND Imm" 24113 58TH AVE W 10025 SO.TACOMA WAY,SUITE H1 8032 NO.CUTTER CIR.SUITE 480 MOUNTLAKE TERRACE,WA 90M TACOMA,WA 98499 PORTLAND,OR 97217 (425)248-2400•FAX(425)248.2401 (253)689.1 W4•FAX(253)589.2138 (503)289.1778-FAX(503)289.1918 T.:>:::>:::::::: General Mechanical 742-80279 DATE Odobsr 31,2006 2701 South J Street Mff: CS::>:::;.`S;::::5::? 2006-00100 W.O. 82944 ...................... Tacoma,WA 98409-8092 MWHNt;IPiCj; Y:::::::::::::::::::::::::::::Mason County Dept Of Community Development ....................... ......... .......... :......... ENt3iNE .....:...:..::>::Covert Engineers,Inc. ............................ T'.::EN'TnON:::::::::::::::::::Mr.Jim Bertram General Mechanical .iROJECfi.` Stretch Island Fruit PR0JECTADDRES>3 =:16371 East State Route 3-Allyn SAMPLE I.D. SIZE(IN.) AREA(90.IN.) DATE TESTED GE AT ULTIMATE STREIAQTH CHECKED FRACTURE LOS. PSI TYPE A 4 X 8 12.49 11/07/06 7 45110 3810 FJ 1 B 4 X 8 12.49 11128M 28 C 4 X 8 12.49 11/28M 28 D 4 X 8 12.49 HOLD H SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER I� IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31- 0 C-143 ® C-172 M C-231 0 C-1054 ® C-39 0 C-1231 'Exd.Sec.10.1.2(Temp.ROwrdhg) TIME,TEMP.8 9:00 AM 45°F DATE MIXING DESIGN SAMPLE WEATHER CLEAR, CAST 31-Oct-06 PLANT MILES STRENGTH 3500 TYPE CONCRETE SUNNY PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE MBAE 90 5130 18340 14040 0 30 OZ N/A N/A TYPE OF CEMENT 1111 2005-21 CONC.TEMP. 60°F SLUMP 7 ins. AIR 5 % QUANTITY ` 10 Cu.Yd. TRUCK M027 TICKET A 127069 SUPER PLASTICIZED SLUMP N/A MIX# 0155A POUR LOCATION AND NOTES: TOP 3'OF COLUMN BASES&SLAB ON GRADE BETWEEN COLUMNS DATE RECEIVED: PSI REPRESENTATIVE ON SITE FOR QUALITY CONTROL AND SAMPLING OF CONCRETE PLACEMENT AS REQUESTED BY CLIENT. CONCRETE WAS PLACED VIA PUMP TRUCK AND CONSOLIDATED MECHANICAL VIBRATION. CONCRETE SAMPLES WERE OBTAINED FROM END OF CHUTE AS CONCRETE WAS DISCHARGED FROM THE TRUCK AT MIDDLE 1/3 OF LOAD. ALL REBAR APPEARS TO BE CONFORMING TO ALL APPLICABLE CODES AND STANOARDS TO THE BEST OF THE INSPECTOR'S KNOWLEDGE EQUIPMENT IDENTIFICATION AND SIW: COPIES TO: INSPECTOR: DATE: .•. AISAEQT.O: X DENT CONTRACTOR ANTHONY WALKER October 31,2 A00ROWDPLAN$ARE x`. ENGINEER x BUILDING DEPT. A DATE: ::::::::::::::::: :::::::::::::::::::::::::::: :::::: :::: ARCHITECT SUPPLIER :..`: ONRU(G ... . >:.........': ... ........... ............ .......................... . ............. ........................... .............. ......................... . Mft npod Is mvkW for tM Wwmsdm or tM dW any.TM nweM"m Of Oft neat,eY■n MWWC WA Ib trew om fo e M P",by SM NAME ON OF JOLES mom aaq In fup,VA"WA tM"p9m*11on of Prorad"Bella Indulbin.Inc.,IsprotYOead.- ' - A.WALKER 4:90 11:59 8 RNs aenitfoetlm eln�b fo tM eacaeW of tM nwb aktekte0 Rae tlu aaur hrt perfarmW OXW abwV00 r nrlM VW eM dtllMd.00pe d m work.cwp cwm ww not be aoakukd to repm an, pr atlam ammsl or woopwm or odw mwA w wak or a wmam r of dedpn or wo"mmy or tM pdoemon m*kwnads.- TOTAL HOURS Certified Report by professional Service Industries. ( Dab TS-98-1 Infonnation FR 60991 yea V To Build 4n 7 • - SEATTLE DIVISION ■ TACOMA DIVISION PORTLAND DMSION 24113 56TH AVE W 10025 SO.TACOMA WAY,SUITE H1 6032 NO.CUTTER CIR.SUITE 480 MOUNTLAKE TERRACE,WA 98043 TACOMA,WA 99499 PORTLAND,OR 97217 (425)248-2400•FAX(425)248-2401 (253)589-1804-FAX(253)09-2136 (503)2WI778•FAX(503)289.191 S General Mechanical Alp' :hfE1;:::::::::: 742-60279 DATE December 18,2006 .................................... ......:.................. �IE}t�RE58 2701 South J Street PERMiET:�IO::::::::::::: 200 100 W.O. 83683 ......................... .................. .. .. . ::::::::::::::... Tacoma,WA 98409-8092 1.............. Np�tPllj,ice:;:::::::::::::::::::Mason Coun Dept.Of Community Development •. ......................... ENGINEER Covert Engineers, Inc. AnMr.Jim Bertram A�H0KOT P:n::NO CONTRACTIR:::::::::General Mechanical PRaJECT Stretch Island Fruit PRO�T--ADbkE3t:: 16371 East State Route 3-Allyn ............ FIELD REPORT PSI ON SITE FOR LATERAL WOOD FRAMING VERIFICATION ON THE PRE-CONSTRUCTION OF THE 3 HOUR FIREWALL ON GRID 1.8 FROM BRING DOWN LINES 1 TO 5 OBSERVED PLACEMENT FRAMING LUMBER TO EXISTING WALL PRIOR TO PLACEMENT OF TYPE X 518 GYP AND STEEL STUDS FOR NEW FIREWALL. ITEMS REQUIRE IN PROCESS VERIFICATION DURING CONSTRUCTION. CONTRACTOR WILL SCHEDULE INSPECTIONS AS REQUIRED AND DISCUSSED. EQUIPMENT IDENTIFICATION AND SINS: COPIES TO: INSPECTOR: DATE: . ........................................ KYLE M.C. LYNCH December 18,2 PROY•&D:PLI�NS:iUIiEi: : ....................................... ....................................... x CLIENT CONTRACTOR FIELD CONTACT: I DATE: x ENGINEER x BUILDING DEPT. :DONFflRNlititi:::: )G ARCHITECT SUPPLIER *This report b pmMd par Me Wonna0m of Me diets w4.The reprodudlon of Mb report,by any we",and ib trananawi b a Vora party,by any mean,exc W in tua,wNhout the fua pnmi"n of Probalonal service WAWA",Inc..is pmhMM.• NAME ON OFF ST OT MILES *Tft carVVeation attest to the amracy of Me resuaa obtained from the actual test performed and/or observWJm merle wlMin the deVned soope of tM work.CeroVatbn shall not tea e-n-tn to represent an Inspection,approval or accamnoe of oMer aeeodabd work ore eammy of design or K.LYNCH 8:00 11:30 3.5 0 1 RT workatri 4 of the specification requirement TOTAL HOURS Certified Report by FiMn/Mdeels TS-98-1 fl Information FR 61256 ` ToBuild On RECEIVED SEATTLE DIVISION ■ TACOMA DIVISION `BAN 1 j PORTLAND DIVISION AC�OMA,WA 98499WAY,SUITE 4HA``L W CEDAR '6032 NO.CUTTER CIR.ORTLAND,OR 9 2 7 SUITE 480 MOUNTLAKE TERRACE,WA 98043 T (425)248-2400•FAX(425)248-2401 (253)589-1804-FAX(253)689-2136V Y� (603)289-1778•FAX(503)289-1918 General Mechanical 742-60279 DATE December 22,2006 ......................... ........................ fiESS 2701 South J Street 2006-00100 W.O. 83770 ...................... ... ......................... Tacoma,WA 98409-8092 Pi4�fiitF: ; Mason CountyDept.Of CommunityDevelopment ......................... .........................ENt�INEF Covert Engineers,Inc. A1`� NYIQi:::::::::::::::: Mr.Jim Bertram ......................... ......................... General Mechanical ......................... PRQJECT Stretch Island Fruit PRG1JEOt 7ktlDRLSS::: 16371 East State Route 3-Allyn .. .. .. FIELD REPORT PSI ON SITE FOR GYPSUM 3 HOUR FIRE WALL VERIFICATION ON THE EAST SIDE STUD WALL AND WEST SIDE CEILING LID ON GRID 1.8 FROM LINES 1 TO 5. VERIFIED FIREWALL TO HAVE NO OPEN PENETRATION,PROPER LAYERS OF 5/8"TYPE X GYPSUM WALL BOARD AND STEEL STUDS PLACED AT 16"ON CENTER. ITEMS VERIFIED ON THIS DAY CONFORM TO THE APPROVED PROJECT PLANS. EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO: INSPECTOR: DATE: .............:......................... KYLE M.C. LYNCH December 22,2006 .' .RROMED:FIJWS: ....................................... ....................................... x CLIENT CONTRACTOR FIELD CONTACT:I DA E: x ENGINEER x BUILDING DEPT. "CONFORMI1iti:::::::• )6 ARCHITECT SUPPLIER . NQNCONF4RMING ... ..... It.report ts provided for the infonration of the Want only.The reproduction of tlds report,by any raMod,and Its traesmitlal to a third party.by any nsam,except in fuu;without the fur pemrtseionofProUesional Service industries.Inc..isprohlbdded:' ..._....._.____..... .._... ........._._. NAME.__._.. .. _ON - OFF...- ST.. OT _. __MILES 'rhts certification abssts to the accuracy of tiw results obtained from the actual test performed and/or observations made within the dented scope of the work.CertlRadon shtlnotbe construed to represent an Inspection,-approval or acceptance of odw associated work or a warranty of desipn or.. -K.LYNCH... __11: 2:00 ..5. '..0 - 1.RT workability of the specification requirements.* TOTAL HOURS Certified Report by f^9erviceindustrbs— -- Date -- --January TS-98-1 Infomiation RECEIVED CR 60853 ToBuild On bw a,CWJM llMrp•ne•+ IAN 0 9 2007 ❑ SEATTLE DIVISION ■ TACOMA DIVISION Sr- PORTLAMD DIVISION 24113 56TH AVE W 10025 SO.TACOMA WAY,SLgM W. CEDAR SM NO.CUTTER CIR.SUITE 460 MOUNTLAKE TERRACE,WA 98043 TACOMA,WA 98499 PORTLAND,OR 07217 (425)248-2400•FAX(425)246.2401 (253)589-1804•FAX(253)599-2136 (503)289-1778•FAX(503)2W1918 General Mechanical P1ld3t>?C7: 742-60279 DATE Deoamber 8,2006 2701 South J Street Pits: 2006-00100 W.O. 83549 ...................... Tacoma,WA 98409-8092 MtINICIPirI:�T1l: :::::::::::::::Mason Court t Of CommunityDevelopment •.•.•.•. ............•..•.•.•.•.•.•.•.. ................ ...................... EWGA+> flr: Covert Engineers,Inc. .......... TTENInON::::::::::::::::Mr.Jim Bertram A fl [EGT General Mechanical -ROJEC.T.:::::::::::::Stretch Island Fruit IPRCrJECT-ADDRESS:::::'::-.::::116371 East State Route 3-Allyn SAMPLE I.D. SIZE(IN.) AREA(SO.IN.) DATE TESTED AGE TESAT ULTIMATE STRENGTH CHECKED FRACTURE LOS. PSI TYPE A 4 X 8 12.41 12/15/06 7 38940 2730 FJ 1 B 4 X 8 12.41 01/05/07 28 54060 4360 FJ 3 C 4 X 8 12.41 01/05/07 28 54790 4410 FJ 4 D 4 X 8 12.41 HOLD H DISCARD AMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31• 0 C-143 0 C-172 0 C-231 0 C-1054 0 C-39 0 C-1231 0 'Excl.Sec-10.1.2(Temp.Recording) TIME,TEMP.& 1:30 PM 45°F DATE MIXING DESIGN SAMPLE CONCRETE WEATHER OVERCAST CAST 08-Dec-06 PLANT MILES STRENGTH 4000 TYPE CYLINDER PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE AE 90 559 1848 1270 30 GALLONS 3.3 OZ N/A N/A PE OF CEMENT 1 11 CONC.TEMP. 67"F SLUMP 5 ins. AIR 4.5 % QUANTITY 10 OF 13 Cu.Yd. TRUCK M079 TICKET# 127712 SUPER PLASTICIZED SLUMP N/A MIX# 0160A POUR LOCATION AND NOTES: NORTH END STEM WALL,SOUTH END RAMP WALLS DATE RECEIVED: December 11,2006 PSI ON SITE AS REQUESTED FOR SAMPLING AND TESTING OF CONCRETE. THE CONCRETE WAS PLACED VIA CHUTE AND CONSOLIDATED BY MECHANICAL VIBRATION. SAMPLES WERE OBTAINED FROM END OF TRUCK CHUTE AT MIDDLE 1/3 OF LOAD. TO THE BEST OF THE INSPECTOR'S KNOWLEDGE,THE CONCRETE CONFORMS TO MIX DESIGN SPECIFICATIONS,AND MEETS THE APPLICABLE CODES AND STANDARDS. EQUIP ENT IDENTIFICATION AND SN#: COPIES TO: INSPECTOR: DATE: 'EMS M$PgC'. .... ......................................... .......................................... x CLIENT CONTRACTOR JOE BISTRYSKI December8,2006 PPROVED:F ANS.ARE:: x ENGINEER X BUILDING DEPT. I CONTACT: DATE: ARCHITECT SUPPLIER ........................©........... M.HG,ON..... ^^... .....•....................4.,.�,t........... Tlve report is provkfed for tine Inlormallon of Me dent only.The reproduction of ms report,by any medad,and ib tranen M to a uvm party,by any NAME ON OFF ST OT MILES means,except In full,vAMout the full pemAssion of Pafassional Service IndusMes,Inc..Is proHtited' J.BISTRYSKI 10: 4:00 3.5 120 'TTvs owifficedon attests to tine aoanacy of the rewMs obtained from the actual tog performed andlor obeervations made vMNn tits defined scope of the work.Cardficadon shell not be conswed to represent an inspection,approvals awsptaoce of omen awww"d work or a warm"of design or .. wodwNifty of tins spe dficadon requkementV TOTAL HOURS Codified Report by Professional Service Industries: Frank Adams Dace Jan y=542007 7 — TS-98-1 Infonnation RECEIVED CR 61274 ToBui&On SEATTLE DIVISION TACOMA DMS 26 PORTLAND DMSION ❑ 24113 56TH AVE W ■ 10025 S0.TAC01�U,ME CEDAR al ❑ 6032 NO.CUTTER CIR.SUITE 480 MOUNTLAKE TERRACE,WA 98043 TACOMA,WA 98499 PORTLAND.OR 97217 (425)248-2400•FAX(425)248-2401 (253)589-1804•FAX(253)589-2136 (503)289-1778•FAX(503)289-1918 General Mechanical PIIiO:fECl:Nd :'>::::>:: 742-60279 DATE December 4,2006 2701 South J Street PERMIT:{dO: 2006-00100 W.O. 83441 ...................... . NTaoma,W 98409-8092 Mason CountyDept.Of CommunityDevelopment . .:. : :: :.. ... ... ........ .. ............ ENGINEF•iI: Covert Engineers, Inc. �TENTI3N::::::::::Mr.Jim Bertram ARCfitTgi�T :.•.•.•. ............................ -O:;lNO::::::::::::::::::::: O�1TttAGtaR:::;:::;:::::::::::::::General Mechanical ROJ CT::::::::::::Stretch Island Fruit PROJECT-ADDRESS::::::: 16371 East State Route 3-AI n SAMPLE I.D. SIZE(IN.) AREA(80.IN.) DATE TESTED AGE AT ULTIMATE STRENGTH CHECKED FRACTURE TEST LBS. PSI TYPE A 4 X 8 12.51 12/11/06 7 54460 4350 FJ 1 B 4 X 8 12.51 01/01/07 28 C 4 X 8 12.51 1 01/01/07 1 28 D 4 X 8 12.51 HOLD H AMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31• 0 C-143 ® C-172 0 C-231 Q C-1064 ® C-39 0 C-1231 •Exd.Sec.10.1.2(Temp.Recording) TIME,TEMP.& DATE MIXING DESIGN SAMPLE WEATHER 45°F CAST 04-Dec-06 PLANT MILES 208 STRENGTH 4000 TYPE 4 X 8 CYLINDER PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE MBAE 90 5130 14360 18580 1170 30 OZ N/A N/A PE OF CEMENT 1 11 CONC.TEMP. 55°F SLUMP 4 ins. AIR 3.5 % QUANTITY 10 OF 20 Cu.Yd. TRUCK M085 TICKET A 127553 SUPER PLASTICIZED SLUMP N/A MIX# 0155A POUR LOCATION AND NOTES: DATE RECEIVED: PSI IS ON SITE PER REQUEST FOR CONCRETE SAMPLING,TESTING AND REINFORCING STEEL INSPECTION. CONCRETE IS BEING PLACED FOR LOADING DOCK FOOTING AND WHEELCHAIR RAMP FOOTING. BOTH FOOTINGS HAVE#4 BARS AT 12"ON CENTER EACH WAY. SAMPLE TAKEN FROM LOADING DOCK FOOTING. NO APPROVED PLANS ON SITE TO REFERENCE. EQU11111111111111ENT IDENTIFICATION AND SINM COPIES TO: INSPECTOR: DATE: ITE�AS A�E8PECTEQ TO: > .:. .... ...: ......................................... .......................................... x CLIENT CONTRACTOR JOHN MAGGARD December 4,2006 APp1iQ�tED:PI:AN5:ARE: x ENGINEER x BUILDING DEPT. FIELD CONTACT: DATE: ARCHITECT SUPPLIER ::::::::::.....::::::........ ..:.:.�:.:.:.:.:.:.:.:.:.:.:.: .......................................... ..N....CO.lFRRMIN.Ca:....>5:: . .....::.::.: •This repent is provided for tM Information of de oliem only.The reprodwtlon of this report,by any mamod,and its tncenxtlal to a tNrd party,by my NAME ON OFF ST OT MILES msace,except In hill,whhout the full permission 4AProNaMonal service Industdos,Inc.,is prordtiNd.• 'TtNa oertitioation attester to the soaxacy of the reaps obtained from the actual test performed and/or observations made within the defined scope of J.MAGGARD 7:00 11:00 4 75 Ines work.Certification ahafi not be construed to represem an inspection,approval or acceptance of athar as"datad work or a mmenty of dasipn or workability of the apedfication revairements.• TOTAL HOURS Certified Report by Professional Service Industries: q Date TS-98-1 ►i Infonnalion CR 64088 TiBuild On RECEIVED iwlib.al mg -C*naraftWg-7b.al w 2 7 SEATTLE DIVISION ■ TACOMA DIVISION "— 7 200• PORTLAND DIVISION 24113 56TH AVE W 10025 SO.TACOMA WAY,SUITE HI 6032 NO.CUTTER CIR.SUITE 480 c MOUNTLAKE TERRACE,WA 98043 TACOMA.WA 98499 426 W. MUST, PORTLAND,OR 97217 (425)248-2400-FAX(425)248-2401 (253)NO-1804•FAX(253)589.2136 (503)289-1778-FAX(503)289-1918 NT ::::::::: General Mechanical PR �ICi ::::::::::::: 742-60279 DATE February9,2007 i4DDitSS 2701 South J Street........ ........ . 2006-00100 W.O. 84516: 4Nj0131AUTY Mason Court Dept.Of CommunityDevelo pmentTma,WA98409-8092 .... ........... .. E Covert Engineers,Inc. ATTENTION:::::::::::Mr.Jim Bertram ARCFRTEICT ;ti::frG General Mechanical Stretch Island Fruit PRC UEGT-ADDRESS 16371 East State Route 3-Al n SAMPLE I.D. SIZE(IN.) AREA(SO.IN.) DATE TESTED ATEBT ULTUATE STRENGTH CHECKED FRACTURE LOS. PSI TYPE A 4 X 8 12.55 02/16/07 7 44570 3550 BK 3 B 4 X 8 12.55 03/09/07 28 68450 11450 BK 1 C 4 X 8 12.55 03/09/07 28 72220 57s0 BK 1 D 4 X 8 12.55 HOLD H DISCARD SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NED CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31- 0 C-143 0 C-172 0 C-231 ❑ C-1054 0 C-39 0 C-1231 -Exd.Sec.10.1.2(Temp.Recording) TIME,TEMP.& 10:00 AM 482F DATE MIXING DESIGN SAMPLE WEATHER RAIN CAST 09-Feb-07 PLANT MILES 206 STRENGTH 2500 TYPE 4 X 8 CYLINDERS PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 4623 16860 13920 1315 N/A N/A N/A PE OF CEMENT 1 II CONC.TEMP, 50"F SLUMP 4 ins. AIR N/A % QUANTITY 9 OF 9 Cu.Yd. TRUCK M127 TICKET A 128654 SUPER PLASTICIZED SLUMP N/A MIX# 01550 POUR LOCATION AND NOTES: DATE RECEIVED: February 12,2007 PSI IS ON SITE PER REQUEST OF CLIENT FOR CONCRETE SAMPLING AND TESTING. CONCRETE IS BEING PLACED FOR FOOTING AT NEW CANOPY ALSO FOOTING FOR WHEELCHAIR ACCESS RAMP. REINFORCING STEEL IS IN CONFORMANCE WITH PLANS AND DETAILS. EQUIPMENT IDENTIFICATION AND S1W. COPIES TO: INSPECTOR: DATE: ITEMS......................::::::::::::>::::>: x CLIENT JOHN MAGGARD February9,2007 '.•.*D:RLiAN$:AFtE::::::::::"""':::::*'*""" x ENGINEER gCONTRACTOR BUILDING DEPT. T: DATE: ARCHITECTSUPPLIER ..... ....•.•..•..•..•.• -NONGGN�Of�IYIIN Khis report is Provided for the information of the diem only.The reproduction of this report,by any method,and ns transmittal to a third party,by any NAM ON OFF ST OT MILES means.except in full,wow the full permission of Professional Sennots Industries,Inc,,is prohibited.- 'This certification chests to the accuracy of the results obtained from the actual tart performed aand/orry or obesations made wiMbt the defined scope of J.MAGGARD 8:00 12:00 4 the work.certification shall not be construed to represent an Inspection,approval or acceptance of other associated work or a wammy of design or workability of the specification requirements.- TOTAL HOURS Certified Report by Professional Service Industries: Edward Smith Date March 21,2007 TS-98-1 I rrnaiion CR fAPSj To B ld On 61396 Ailr,.ar,>irp•�....IrnLa• lowRECEIVED SEATTLE DIVISION . TACOMA DIVISION APR 0 5 2001, PORTLAND DIVISION 24113 56TH AVE W 10026 SO.TACOMA WAY,SURE H1 6032 NO.CUTTER CIR.SUITE 480 MOUNTLAKE TERRACE,WA 98043 TACOMA,WA 98499 426 W. CEDAR ST. PORTLAND.OR 97217 (425)248-2400'FAX(425)248-2401 (253)WO.1804'FAX(253)589-2136 (503)280-1778 FAX(503)289.1918 IENT::::::: General Mechanical P.FtOJBC7�10 :::>:::>::::: 742-60279 DATE February 14,2007 4cOt $ .:::::.:..:...::::: 2701 South J Street PLRMf1` 1i5:;::::::::::::::::::::::::: 2006-00100 W.O. 84608 Tacoma,WA 9 N.41092 141I�NjgPiU:iTY Mason Court t.OF CommunityDevelopment ENGINE : Covert Enaineers,Inc. ............................ rT:T.ENTIOIF::::::::::Mr.Jim Bertram ARCiRTECT ::::::<:' : : C General Mechanical .RoOkOf......>::...:Stretch Island Fruit , IPRWE4MT.AIDDk'ES37::::'7:::::::116371 East State Route 3-Allyn SAMPLE I.D. SIZE(IN.) AREA(SQ.IN.) DATE TESTED ATE AT ULTIMATE STRENGTH CHECKED FRACTURE LBS. PSI TYPE A 4 X 8 12.44 02/21/07 7 32130 25M BK 3 B 4 X 8 12.44 03/14/07 28 56240 4520 BK 4 C 4 X 8 12.44 03/14/07 1 28 58890 4730 BK 3 D 4 X 8 12.44 HOLD H DISCARD SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NED CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31' ® C-143 ® C-172 ® C-231 ❑ C-1064 ® C-39 ® C-1231 'Exd.Sec.10.1.2(Temp.Recording) TIME,TEMP.& 10:25 AM DATE MIXING DESIGN SAMPLE WEATHER CLOUDY CAST 14-Feb-07 PLANT MILES STRENGTH 3000 TYPE CONCRETE PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 2050 7420 5330 WA N/A N/A N/A TYPE OF CEMENT I II CONC.TEMP. 62*F SLUMP 6.75 ins. AIR N/A % QUANTITY 4 Cu.Yd. TRUCK M127 TICKET 18081 SUPER PLASTICIZED SLUMP WA MIX# 01550 POUR LOCATION AND NOTES: WEST STEM WALL FOOTING&HANDICAP STEM WALLS DATE RECEIVED: February 15,2007 PSI ON SITE FOR THE SAMPLING AND TESTING OF CONCRETE BEING PLACED AS REQUESTED BY CONTRACTOR. ALL SAMPLES WERE TESTED IN ACCORDANCE WITH ABOVE ASTMS. ALL STEEL APPEARS TO BE IN PLACE AS PER PLAN WITH PROPER SIZE AND NUMBER OF BARS WITH EQUATE LAPPING AND SPACING TO THE BEST OF THE INSPECTOR'S KNOWLEDGE. EQWPIWAT IDENTIFICATION AND S/N6: COPIES TO: INSPECTOR: DATE- ....... �.TO :...:.:..:.:.: .:. :.:...: x CLIENT CONTRACTOR ANTHONY WALKER February14,2007 A lNnkOVtl5:0t '$:7KRE: x ENGINEER x BUILDING DEPT. FIELD CONTACT: DATE: ARCHITECT SUPPLIER ::::CpNFI1NG ......................................... ............................ "This report fa Provided for the Information of tits diem only.The reproduction of this report,by any metim,and he tretantktal to a titled party,by any HAM ON OFF ST OT MILES nm a,except in Ittp.winwA the full psrmipfon of Professlorisl Service Indta"iM Ino.,Is prohibkad' 'This oeninutlon attean to the accuragrof am mwft obtained from ill adual tau A.WALKER 5:00 1:00 5 pMormed anaror abservaua•made wlMin tits deMtW scope of Me work.Certification shall not be cwrutnted to represent an inspedbn,approval or ats:epWm of other associated work or a warranty of design or workabadv,of 0e spadRcation mpwwnems.• TOTAL HOURS Certified Report by Professional Service industries: Edward Smith Date Malch 26,2W7 TS-98-1 � Information CR 60853 it To Build On RECEIVED � 0 Todow 2006 SEATTLE DIVISION ■ TACOMA DIVISION DECDE WAY,SU�ECy 2 ♦ o PORTLAND DIVISION MOU3NTLAKE TERRACE,WA 9W43 T COMA WA 98499426 ••' �EDHR ST• 6032 NO.CUTTER CIR.SUITE 480 PORTLAND.OR 97217 (425)248-2400'FAX(425)248-2401 (253)589-1804•FAX(253)589-2136 (503)289-1778 FAX(503)219-1918 --------------- General Mechanical 742-60279 DATE December 8,2006 2701 South J Street pLRAAI�:I46: 2006-00100 W.O. 83549 ...................... ................ ...................... ...................... ............................ Tacoma,WA 98409-8092 MVMIAaAttT1t:::::::::::::::;::::::::::::Mason CountyDept.Of CommunityDevelopment ...................... ...................... 61V Covert Engineers,Inc. ............................ 'f l'ENTtON Mr.Jim Bertram .RCHtTECT ::::::::::::::::::::::: OMYC General Mechanical Stretch Island Fruit fPRONCTADDRESB: : 16371 East State Route 3-AI n i SAMPLE I.D. SIZE(IN.) AREA(SQ.IN.) DATE TESTED AGE AT ULTIMATE STRENGTH CHECKED FRACTURE TEST LISS. PSI TYPE A 4 X 8 12.41 12/15= 7 38940 2730 FJ 1 B 4 X 8 12.41 01/05/07 28 C 4 X 8 12.41 01/05/07 28 D 4 X 8 12.41 HOLD H i AMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31' 0 C-143 H C-172 0 C-231 9 C-1064 0 C-39 0 C-1231 0 •Excl.Sec.10.12(Temp.Recordinpj ME,TEMP.& 1:30 PM 45°F DATE MIXING DESIGN SAMPLE CONCRETE WEATHER OVERCAST CAST 08-Dec-06 PLANT MILES STRENGTH 4000 TYPE CYLINDER PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE AE 90 559 1848 1270 30 GALLONS 3.3 OZ N/A N/A TYPE OF CEMENT 1 II CONC.TEMP. 67°F SLUMP 5 ins. AIR 4.5 % QUANTITY 10 OF 13 Cu.Yd. TRUCK M079 TICKET 0 127712 SUPER PLASTICIZED SLUMP N/A MIX#. - _ 0160A POUR LOCATION AND NOTES: NORTH END STEM WALL,SOUTH END RAMP WALLS DATE RECEIVED: December 11,2006 PSI ON SITE AS REQUESTED FOR SAMPLING AND TESTING OF CONCRETE. THE CONCRETE WAS PLACED VIA CHUTE AND CONSOLIDATED BY MECHANICAL VIBRATION. SAMPLES WERE OBTAINED FROM END OF TRUCK CHUTE AT MIDDLE 1/3 OF LOAD. TO THE BEST OF THE INSPECTOR'S KNOWLEDGE,THE CONCRETE CONFORMS TO MIX DESIGN SPECIFICATIONS,AND MEETS THE APPLICABLE CODES AND-STANDARDS. I EQUIPMENT IDENTIFICATION AND SIN#: COPIES TO: INSPECTOR: DATE: ITEMS:INSPECTED:TO: ' ......................................... .......................................... x CLIENT CONTRACTOR JOE BISTRYSKI December 8,2006 Ifl ENGINEER x BUILDING DEPT. FIELD CONTACT: DATE: ARCHITECT SUPPLIER CONfOAAIffG:::::::: .........�........... qbk report is provided fa the wwmauon of the slam only.The mproduclbn at ws report.by any nmow,and es vansm llal to a dwd P".by arty NAME ON OFF ST OT MILES meaty wwW4n fu1,vAdwd#w fue pvm"w of Pmfes9i"Swim Irrdusbiw,Inc.,is protftM.' J.B18TRYSKI io:34 4.00 5.5 120 'TrYs awtlneatlan anaets b gm scavwy of era rmft obwned from the actual ww pwfam d"or observations made wiwn Ow d~scope of ew work CwMcebon OwN not be conevuad to rep~an impecftn,approval or accepnrra of char awrodalad work or■wanamy of design Or wort M ft of the spedf edion repulrortnnb.• TOTAL HOURS Certified Report by Service Ind4etrie4: Date TS-98-1 Information FR 61383 F ToBuihd On .e«..uallnig- SEATTLE DIVISION ■ TACOMA DIVISION f ORTLAND DIVISION 24113 56TH AVE W 10025 SO.TACOMA WAY,SUITE H1 6032 NO.CUTTER CIR.SUITE 480 MOUNTLAKE TERRACE,WA 98043 TACOMA,WA 98499 PORTLAND.OR 97217 (425)248-2400•FAX(425)248-2401 (253)5O.1$04•FAX(253)589-2138 (503)2WI778•FAX(503)2MI918 :: General Mechanical :h1p::::::::::: 742-80279 DATE Janua 5,2007 RE33:::::::::::::::::::::::::::2701 South J Street AlRM6 �l0 2008-00100 W.O. 83934 Tacoma,WA 98409-8092 jlpllgP/�;i 'tf:::::::::::::.:`::::Mason CountyDept.Of CommunityDevelopment :::::::= Covert En ineers, Inc. A'I"fNfil ::::::::::::::::::Mr.Jim Bertram 11� `�:::::::::::::::::::::::: P:O..... Al �R+KiCTiDR::.... �:General Mechanical PRQJECT.:::: ::::::: ::: :Stretch Island Fruit :ApaRES$:: 18371 East State Route 3-All n LFIEL PSI ON SITE FOR GYPSUM WALL BOARD FIREWALL VERIFICATION ON THE 3 HOUR WALL AT 1.8/1 AND THE 1 HOUR WALL ALONG GRID 5 FROM L TO E. WALLS WERE VERIFIED TO HAVE PROPER 5/8"TYPE X SHEATHING WITH REQUIRED LAYER GROUT AS PER THE APPROVED PLANS. E T X*NrW11CAT"AND SMa: COPIES TO: INSPECTOR: DATE: 11' :INS1 G i' 0. ....:.:......: 5 ........................... . . . . KYLE M.C. LYNCH Janua ,2007 .PROV.ED:PL•]�NS:AREi::."".:."". . "* . : x CLIENT CONTRACTOR FIELD CONTACT: DATE: x ENGINEER x BUILDING DEPT. pjjpjiijljjp�p::::::: ARCHITECT SUPPLIER .................. ...... ..N.... �J..•.•............ ....................................... 'This report is provided for the Warhation of ore GUM oroy.The reproquGbn of this mpK by any method,and Ns frarwrnNut to a third party,by any meam,=9W in full,wah"the fuN pemtiseton of Poofepbwal Servla maaMes,tno..Y prottaw.• NAME ON OFF ST OT MILES 'This Certification absorb to the accuracy of the resub obbtkud from the aetaet test porfomted andfor obsonraeora made wOM the defined coops of Me work.Certification she#not be eon@MM to represent an Inspection.approvN or acceptance of other assodaw work or a warranty of design or K.LYNCH 8.00 11.00 3 0 1 RT wakabi#ty of the specification requirement.- TOTAL HOURS Cantifled Report by TS-98-1 jp� 40Infornuu�tcon RECEIVED FR 61259 To Build On - 10 2$ will SEATTLE DIVISION ■ TACOMA PORTLAND DMSION 24113 56TH AVE W 10025 SO.VX RIAkW* 8032 NO.CUTTER CIR.SUITE 480 MOUNTLAKE TERRACE,WA 98043 TACOMA,WA 98499 PORTLAND,OR 97217 (425)248-2400•FAX(425)248-2401 (253)589.1804`FAX(253)589-2136 (503)289-1778•FAX(503)289-1918 #*: General Mechanical PCfi: a; 742-60279 DATE January2,2007 2701 South J Street PERM�T:NO::::::::::::: 2006-00100 W.O. 83869 ......................... Tacoma, 1Yf4t0iPAXiT WA 98409-8092 :::::::::::::`::`::Mason County Dept.Of Community Development ......................... ENGINE Covert Engineers, Inc. :: Mr.Jim Bertram HI$ C' ::::::::::: .... tO »:......... �CONTRACT.0R::.-:::::::::::General Mechanical PRQJ Cf Stretch Island Fruit PR0ACT:*ADDRE3X:::::16371 East State Route 3 Allyn FIELDREPORT PSI ON SITE FOR FINAL VERIFICATION ON THE 3 HOUR GYPSUM FIREWALL ON GRID U.8 FROM 1 TO 5. VERIFIED FIREWALL TO HAVE BEEN CONSTRUCTED TO ACCORDANCE WITH THE APPROVED PLANS. SEE FR 60991 AND FR 61256 FOR IN PROCESS INSPECTIONS. EQUOMENT IDENTIFICATION AND S/W: COPIES TO: INSPECTOR: DATE: twow ...... KYLE M.C. LYNCH Janua 2,2007 .RRO.VED-PLANS:ARE;:::.:.:.::::.......:: x CLIENT CONTRACTOR FIELD CONTACT: DATE: x ENGINEER x BUILDING DEPT. :::::' OHFORMIKtd::::':': X ARCHITECT SUPPLIER ::N ..................•.•.............•.•.•.•.... "This report is povMW forms infornwro i of the cuent only.Tho mKodixtlon of this report,by any method.and its tran""ta added party,by arty marts.amept kr Wlt,-allhout the alt pemtWgnaf ProfesabrwF$erviortndwbMerinc:;Is tin •..... _ _._........_ _. _..._ NAME.__ 'ON._...0" "'-3T"' OT`.... ...MILES...._......: `This arelteadon sawn to iM aaeuracy of the results obtained from the aoWW tact pwfomwd anNar observaltona made within tM defined scope of ft work..Certification stwu not be construed to represent an inspection.approvai or acceptance of other associated worn or a warranty of design of K.LYNCH - 7:30 11:30 4 ' 0 -- 1 RT workability of the spedfkation requirements.` TOTAL HOURS Certified Report by TS-98-1 Information CR 63601 ToBui&On RECEIVED mil„"'`'°'c+o.....lwr,�•"..r.° !', 12.3 2001 SEATTLE DIVISION ■ TACOMA DIVISION ❑ PORTLAND DIVISION 24113 56TH AVE W 10025 SO.TACOM 9W HCEDAR ST. 6032 NO.CUTTER CIR.SUITE 480 MOUNTLAKE TERRACE,WA 98043 TACOMA,WA 904 PORTLAND,OR 97217 (425)248-2400-FAX(425)248-2401 (253)589-1804•FAX(253)589-2136 (503)289-1778-FAX(503)289-1918 General Mechanical OROJEtT:WO ::::::::::::::::::::::: 742-60279 DATE December 19,2006 �IR �sS::::::: : :::::::: 2701 South J Street pLRMtl:;rt0:::::::::::::::::::::::::::: 2006-00100 W.O. 83703 Tacoma,WA 98409-8092 M�INjgPICI:j Y:::::::::::::::::::::::::::::Mason Countyt Of Community Development ................ ..•. 6UlC�t1 Covert Engineers,Inc. TTENTION Mr.Jim Bertram ARlrf#tTECT .;fl::NQ::::::::::::::::::::::: CONtttAGTQR General Mechanical ROJECT........::::Stretch Island Fruit PR*JECTAQDRE3S:*:::*:::::`: 16371 East State Route 3-All n SAMPLE I.D. SIZE(IN.) AREA(SO.IN.) DATE TESTED AGE AT ULTIMATE STRENGTH CHECKED FRACTURE TEST LEIS. PSI TYPE A 4 X 8 12.56 12/26/06 7 40320 3210 TO B 4 X 8 12.56 01/16/07 28 65630 5230 FJ 5 C 4 X 8 1 12.56 1 01/16/07 1 28 1 67320 5360 FJ 3 D 4 X 8 12.56 HOLD H DISCARD SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31' 0 C-143 0 C-172 0 C-231 0 C-1064 0 C-39 0 C-1231 0 *Excl.Sec.10.1.2(Temp.Recording) TIME,TEMP.8 9:25 AM 43"F DATE MIXING DESIGN SAMPLE CONCRETE WEATHER OVERCAST CAST 19-Dec-06 PLANT MILES STRENGTH 3500 TYPE CYLINDER PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE AE 90 544 1850 1361 28 GALLONS 3 OZ N/A N/A TYPE OF CEMENT . i II CONC.TEMP. 65"F SLUMP 4 ins. AIR 5.9 % QUANTITY 20 OF 35 cu.Yd. TRUCK M005 TICKET A 127857 SUPER PLASTICIZED SLUMP N/A M.IX# 0155A I POUR LOCATION AND NOTES: WHEELCHAIR ACCESS,SLAB ON GRADE-NORTH LOADING DOCK SLAB DATE RECEIVED: December 20,2006 ON GRADE. PSI ON SITE AS REQUESTED FOR INSPECTION,SAMPLING AND TESTING OF CONCRETE PLACED IN LOCATIONS NOTED ABOVE. 6"X 6"X 10"WWF WAS FOUND TO BE IN PLACE WITH THE CORRECT LAPPING. THE CONCRETE WAS PLACED VIA CHUTE AND CONSOLIDATED BY HAND. SAMPLES WERE OBTAINED FROM THE END OF TRUCK CHUTE AS IT WAS DISCHARGING AT THE MIDDLE 1/3 OF LOAD. TO THE BEST OF THE INSPECTOR'S KNOWLEDGE,THE CONCRETE CONFORMS TO THE MIX DESIGN SPECIFICATIONS,JOB SPECIFICATIONS AND MEETS THE APPLICABLE CODES AND STANDARDS. EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO: INSPECTOR: DATE: lTeMS:MWEI TEQ TO:':*:"""* ......................................... .......................................... x CLIENT CONTRACTOR JOE BISTRYSKI December 19,2006 APPROtFED:PI;AN$ ►RE x ENGINEER x BUILDING DEPT. FIELD CONTACT: DATE: ARCHITECT SUPPLIER ............�........... ::::b13KGU1,1FCfRMIN ::::: ......... 'nw report Is provided for the Informelon of tM dent a ly.TM reproduction of One report,by any memod,and its transmittal to a tNrd party.by any NAME ON OFF ST OT MILES mom.exoWin full.wittiout the full parnasffort of Professional Service Industries,Inc..is prohibited. J.918TRYSK1 6:30 12:30 8 40 'This certification alests to the saaoracy of the results obtained from the actual test performed andfor cbservINIM made wiWn lte defined coops of the work.Certification steal not be construed to reproasnt an Inspection.approval or noosixence of o0w associated work or a werreny of dedpn or workability of the specification requirements.• TOTAL HOURS Certified Report by Professional Service Industries: _ Edward Smith Date Janua 19,2007 TS-98-1 I w maw, Information F R 51676 ToButld On SEATTLE DIVISION ■ TACOMA DIVISION PORTLAND DIVISION 24113 56TH AVE W 10025 SO.TACOMA WAY,SUITE H1 6032 NO.CUTTER CIR.SUITE 480 MOUNTLAKE TERRACE,WA 98043 TACOMA,WA 98499 PORTLAND,OR 97217 (425)248-2400-FAX(425)248-2401 (263)589.1804-FAX(253)689-2136 (503)289-1778-FAX(503)289-1918 General Mechanical 742-60279 DATE November 2,2008 RDQREES 2701 South J Street PERMIT:NO:::::::::: :: 2008-00100 VY.O. 82967 ::::::::::::::: . Tacoma,WA 98409-8092 11904 P. iT ::::::::::::::::::::•Mason Conn Dept.Of CommunityDevelopment ENO >::: Covert Engineers,Inc. iR.MN Y1C # ::::: ::Mr.Jim Bertram iH1C 1*:: ......................... ................ : WN-TFi fQR:::::: General Mechanical > >::>:Stretch Island Fruit PRGJECT_A1:IDR M» 16371 East State Route 3-Allyn FIELD REPORT PSI REPRESENTATIVE ON SITE FOR VISUAL WELD INSPECTION AS REQUESTED BY CLIENT. VISUAL WELD INSPECTION WAS PERFORMED PER AWS D1.1,SECTION SIX AND APPROVED PLANS. WELDING WAS PERFORMED BY WABO CERTIFIED WELDER USING THE SMAW WELD PROCESS WITH LINCOLN ELECTRIC E7018H4R WELD ELECTRODES AND PRE-QUALIFIED WELD PROCEDURES FROM AWS D1.1. WELDING WAS FOUND TO BE COMPLETED PER DETAIL YY AND XX ON SHEET P4S2 FOR BEAM SEAT ANGLE CONNECTIONS AT LINES 5IR-0 AND 1/R-O. TO THE BEST OF THE INSPECTOR'S KNOWLEDGE,WORK CONFORMS TO APPLICABLE CODES AND STANDARDS,AND APPROVED PLANS AND SPECIFICATIONS. AWS QC 1 MICHAEL E.BRIST 00050771 CM RECEIVEU EQUIPMENT OFICATION AND Sin#: COPIES TO: INSPECTOR:I DATE: . ........................................ MICHAEL E. BRIST November 2,2008 ..: .ROYEi7:E!lJ .►fliEi x CLIENT CONTRACTOR FIELD CONTACT: DA x ENGINEER x BUILDING DEPT. ::::::::OONFORMWG:: ::::::X ::; : ;:;:;: . ........... ARCHITECT SUPPLIER : ..........QRMIittO::: ::::: : :::: ................ .......�........... -1Ma report is provided for the Wa neen of the dWrt only.The Hprotluetlon of 90 report by my mathed,and IN treammid to a lbbd party,by any moons,except in fro.wtmaA pa tow pemdaabn of prohWonal savtoa MdaabMs,Inc.,It piofribaad.1 NAME ON OFF ST OT MILES 'Tina certification atria to the&=may of the molt obtained from to agatl tow performed andkw obeervMions made within tba dented ocepe or me work.cemncmon strati not be arawed to re""an inspection,opprovid or acceptance of other associated work of a wan" deep or M.BRIST 6:00 8:30 2.8 1 RT workability of the specification regaber anta.- i i TOTAL HOURS Certified Report by TS-98-1 MASON COUNTY ° PUBLIC WORKS DIRECTOR/COUNTY ROAD ENGINEER Shelton, Washington 98584 ,NY DATE: September 21, 2008 INTER-DEPARTMENTAL COMMUNICATIONS TO: Kell McAboy PARCEL# 12231-11-90010 FROM: John Sliva, Programs Engineer-PW SHORT PLAT NUMBER: COM2006-00100 SUBJECT: SSP Review NAME: Kelloaa Stretch Island Fruit Kell, The Stormwater Site Plan(SSP)prepared for the proposed new dryers and parking area at 16371 East State Route 3 near Allyn has been received and reviewed by Public Works. The SSP submitted is dated August 2003. In 2003 the SSP for the site was revised. A new dryer expansion and parking area were proposed requiring an update of the 1994 SSP. The 2003 SSP was designed to handle the expansion and was approved by Public Works on August 29. A review of the drawings of the 2006 expansion places this expansion and proposed parking area in the same drainage basin parameters of the 2003 SSP. The Countywas using the 1992 version of the Stormwater Management Manual for the Puget Sound Basin in 2003. The same standard is currently in effect. The new expansion has been accounted for in the 2003 SSP. 2003 supporting data and calculations appear to meet County design requirements in 2006. A site visit on September 21, 2006 supported the stormwater facilities as being in place and operable. The Stormwater Site Plan was found to be satisfactory in 2003 and accepted by Public Works. Based on the drawings submitted for the 2006 expansion,the August 2003 SSP is acceptable for the present expansion plans. The stormwater control features were designed forthis expansion at that time and are currently in place. An Operation and Maintenance(O&M)Covenant has already been created and is in effect for the existing stormwater system. No new covenant is required. Recommendations contained in the report should be incorporated into the site development plans and made conditions for permit issuance. Please feel free to contact me at 724 if you have any questions regarding these comments, or if you feel any features need further discussion or attention. in rely, John Sliva Programs Engineer i� MASON COUNTY PUBLIC WORKS WORK ORDERIf Permit#: Date: Requested by: Authorized by: Type of Work: _ LOW Public Works employee in charge: JOK" 1�4* CHARGE TO: Name: ��� 41"V Sr(-ON, Billing Address: Phone: WORK PERFORMED: �^ Employee: Date: 6 0 Hours: d Hourly Rater, Total: l ZO ACCOUNTS RECEIVABLE INFO: Billed Date: Invoice#: Amount Billed: Receipt# Date: Amount Paid: