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r ,... .. , 4`t BUILDING PERMIT Iii , 9045r- 1.. City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: f 1ti ' ln' Site Address: 7errer ' '"f .; Phone No.: Owner's Name: . r- i Ad ress: Applicant: Owner Ti Architect Ti Contractor Tenant Architect Firm: Representative: Address: Phone: Contractor: -i tt" `-i T-' Representative: Address: ' )3 : .. 4 tl , .L:s.v r}ond. t;;,;% Phone: Contractor's License No.: .,,f' ? _ i'(L7 Exp. Date: `_ / Residence 1--1 Business I I Other: Ti New Repair I I Remodel/Addn Demolish Duplex Multi-Family (No. units ) Ti Sign Parking Lot Grading (cu. yds ) I I Bldg. Move Nature of Work Proposed: I.: i,;,'%1 ` ''orI';r to ifl. •t:.11 =r:tc-r cif >t . ivitoT•!f>', . at, Sq. Ft.: Utilities: f I Water l I Waste Sewer Ti Septic Ti New Ti Existing Ti Storm Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: [UBC Sec. 304(b)] $ $ State $1.50 Receipt No.: Receipt Na: Energy $10/$15 Date: Date: - ' ' Zone Designation: Occupancy Classification (UBC): No. Stories: Minimum Req. Setbacks: Front: Side: Rear: Height: Heat Source: Comments/Conditions of Approval: r•c.: :. ,;!.1---i.. of t '7F !!-:"_, . INSPECTIONS REQUIRED: Foundation Ti Framing Ti Plumbing U Mechanical Wallboard FINAL Ti OWNER OR BUILDER SHALL CALL 478-5281 FOR ALL REQUIRED INSPECTIONS AND RECEIVE APPROVAL PRIOR TO CONTINUING WORK. SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING AND MECHANICAL. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction.SEE AND READ NOTICE ON REVERSE. `Signature Date Copies to: White-owner; Yellow-file; Pink-Assessor: Goldenrod-Building Stat. Code 4 • t t.—•-•-!1 1-- - Nf._.....(-A, _ ---,__ ,.... r-, -t- Y --"' l-e.-,---,\ ' ____k N y 1.... li , ,,,, <..z... , '7--k- y-ce_',1 ,-e.s..,-_,,‹_-__• --.:". t__v's-,-_,, \--k--:\T--.= r . I \-c---....1 77.-ti....-_,.--Z\--i '. -----------Th f/:. e-:-) S.___\ c;-=-- , 1 -- \\..)1 ,AV-v-Thr,z,..;-1 +._,--) (7"--:.>.-- ..,N\ \ \y-_LY' ,,,.. "---___ '_,....-. \), (-- (7:) . \I,- 47---... „:e ''t \ ,- '-.)- ' i..--', f:_:, -,...c---. A 0 1, T. , ...- ,-. (-___<_-_, c ;, , ...,-..,.-.,-\‘,/....\ ,_-•>ri.s \. \ C----1 . 'TA _)`--.-\.--'' • c----) -)t-1-' ' ' ^ r--- -) r•-• ... .:. \--,y. Y.• <`...:, ---t .-- -„ , Vt :,I;) \ A' < ---.7),H'-s- '• ) c '..z-Y---0 . 4 \ \• -t- Jr ...-------- .. 67 ',..Y---- - c--;•s- 9 . ( ,„--1\ - 7.11..- -•.:- <2 LA..) . \--v-\,) 2 c),\e--- (..-.. --j-_,,j ",....,--,(-__,/ -77-_,:,;., A..,,,i-t-..>I c._)‘,1--1 •-\ \c'e.::-/-'H.,..........,C . y V.4.4-,N < c..-.,,,;,),.:_7_, A r ,!-- \ r,-_ , • (--- , . -c---_-_,."a% ---,- 1--_42_,....3,-",:2'1".-C<.'_ ) ••e..' . .....52"-n I ,_..,, . ' DY -- 7'-..) - \. L.' --- A—C . - '-_.)-\-Ty( A. \-.''. 77_, - \ ..:,)\ - _- L... `, 1,\ -2;\--- A.p k : - - .,,, ),1 -',..7-.Z..7,1,r+-,,•-, . • ,•••• (-__-___—_, t•-,,C l', r--) ;-- i ,..--2._ -.72,(..,---7\,-;i1,. ..••• ' \r '----7::'>-,,,,,,,,-•,-:s "-.A'-tr,::).t4 '--->k kJ':-4- -----C..) ---C”r 4---,c.'5 i r -,, L . — , — , -.4% ,-r- , - '-," it--k.,:i /‘---- -C-..'_. N7Th\. _3(f ,. D k,4„v----t--, V'y-,_),:-. -....-- : e:2\/<"2: -- , _ t_c• -'..‘r,„ \-2 1 A•-1 :----.Y.' '0-5 l'' - 'r i-7- `z, • ..--- ,- t 7,r( ‘. ,,- , , i , \-'(-- \ . 1\X-P-,k,-,, L.A._.) , 8,--k-\Y-) - ,..:_-_5-*:\x- • ,A•T„,..„....• v-,,.-„ ---\--,-:, \_ --_, i 4...\..cx,-_.--, i-.,.,_ 0.,,,,......A.,..., . .._A..., . ---\ 'r•I'q.,,, L-4.'._ :-_s.....— r--7,-. .‘'r L..),---zr:LA ' —4---‘ \.3 C.s.--- r-r' ''.,.e. ----r- .. .--- 1 V-------,..c:'=- --, •C\. \ ,4 \.'.' ,.'1:.)\---- ''--)N N.)----..?.:sr '.--) i -• .1:_s__ Thi-- -- ("_...) --t— C ---- kr-<2 P-s:•;:_'-' - Ne_---LA-- (1.-.1-.--\--v- _ c- / /..7.--,\I ;2_ r---, t A \ r , - 41 . I 4:..-;:"4:C.-7'• t:..,, ' ....)\"-)..,s y7„2,-- r,-, ',if., -?....-,r-•c._-.2 ,,r••-:--V C--:---- .. 1 • vs r u<5 ) ) (sJ1 rç vnv 1, ci\\C A rX • kr r r---BUILDING PERMIT APPLICATION -‘ City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.:,-`-x��r,q. \--721 4'� ,. � � ' Site Address: 600c: 1,V 67. A K ^d Phone No.: CZ6.- 5 2r.) / L Owner's Name: W, 6, 1-i L E Address: . % S ',/.,/ ,: a z- I ` Applicant: Owner Ti Architect K Contractor _ Tenant Architect Firm: DC'A) Ad i L€1 Representative: a Address: ..- ..- L i`� Y ? r Phone: 6I — ORES �Contractor: .SG" T L l G- l / �'C , Representative: U: -_i--i,,f Address: 7(..) C 1s 1 r /G� l rc G /G y l iLe//�l . Yg -Jit Phone: a---. " Contractor's License No.: CCQ l ` - �/ Exp. Date: g P �— • `/ Ti Residence Business Other: ' New Repair I 1 Remodel/Addn Demolish Duplex Multi-Family (No. units ) Ti Sign Ti Parking Lot Ti Grading (cu. yds �/ ) I I Bldg. Move ���V�=�- �1 j ! / Nature of Work Proposed: /V r L(/ .c.,,,v c /if c,. e / 1 C,Z�y- �`./-i4 c. ht)(A.._$ c: �(/ T i ke=y Srt r7L L- v i', ,i/v- s 2,,v, -::J c 7- i-;L f= ,o+-moi.- , . c_ a c_":. a %� �- JC , c V- ,:' ,x/. .;$4". 7.--, OW 011 -_____ -› . ' - - L' C - u 4'0 _ Sq. Ft.: ___ xUtilities: Water Waste Sewer _ Septic Ti New Ti Existing Storm Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: T: (UBC Sec. 304(b)] _ $ '� 7 / Receipt No.:/A-,--7-v.._ A/j/ Receipt No.: In`€r'gy`$�iti15. rr`i , , Date: 1% `; r,, , Date: Zone Designation: v - Occupancy Classification (UBC): K-___D T) No. Stories-c=rr'' 0 ;^ Setbacks: Front: Side: Rear: Height: ( :`YMgs §obrere!'----T' Comments/Conditions of Approval: , -." ._?,4„\I i ./.c \ t. Y"`�--,--to r r;' , ' �, '' y I understand that applications for which no permit is issued within 180 days following date of application shall expire by limitation, plans and/or other data submitted may be returned to applicant or destroyed by the Building Official. (Sec. 304(d)UBC) . I certify that the information on this application furn' hed by me is true and correct and that the applicable requirements of Y;e City of_ will be met./9 r Q' yt/ Signature 7. e�C'? 'l._,`%; z� z 2� j. ----- -�� - Date 7'/))7 3 Copies to: White-owner: Yellow-file; Pink-Assessor: Goldenrod-Building Stat. Code I 1 - ) ( >e, - F . : UILDING PERMIT APPLICATION 1 City of Bremerton, Washing on 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: k� (—c >7 Site Address: 000 W6rR A/47-7( k1i Phone No.:9 C) c / L Owner's Name: W, L32_1-14 a Address: •A . ".:‘4 I': "Ali- Applicant: .l`Applicant: ❑ Owner ❑ Architect R'SContractor ❑ Tenant Architect Firm: DD Al M i Lam Representative: Address: : . ... i- _ : .- i i a l I 0 Phone: 618—ORZS 5 Contractor. Sir L7Tl j 7t 1,;)(f /51/e-,'_, Representative: �11I -.3-.3rL, Address: YOO /08 ii1%/I/ /oy291LLJv' . /fo*5/DPhone: 375--aC9 1 Il Contractor's License No.: CC0 / --527g7/7414-, /c2g/9 Exp. Date: g— 1?- Ea' ❑ Residence 121 Business ❑ Other. New ❑ Repair ❑ Remodel/Addn ❑ Demolish ❑ Duplex ❑ Multi-Family (No. units ) ❑ Sign ❑ Parking Lot ❑ Grading (cu. yds ) ❑ Bldg. Move 0-1-1/s51 L. ) Nature of Work Proposed: /4"(.r/ Co, c �cc v r / ;o N off l F".AO 44.,s&-• 0./;r X /14.0 _.5-4.0.4-L._ r _ x 1/? T7J0c Sq. Ft.: Utilities: X..Water ❑ Waste %Sewer ❑ Septic - ❑ New ❑ Existing g Storm Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: [UBC 304(b)I $ / ���0 • G3 $ 33c,. sc. ! �o O ` ._F 1 �-�- , / Receipt No.: Receipt No.: ( PttL1. Date: Date: -Jul 1 3 1999 Zone Designation: B-3 Occupancy Classification (UBC): CUA_ No. Stories:BREMERTOP! Setbacks: Front Side: Rear. Height: EUI@ IS0ARTMENT , 11 Coi'rtments/Conditions of Approval: 1-: _ _ , I understand that applications for which no permit is issued within 180 days following date of application shall expire by limitation, plans and/or other data submitted may be returned to applicant or destroyed by the Building Official. (Sec. 304(d)UBC) . I certify that the information on this application f ' hed by me is true and orrect and that the applicable requirements o£ City of c will be met - Signature - ,, � Date -7.--/,--)7a) Conies to: nas' Pink-Assoc (nkfmnrn1-quikAinrt r---BUILDING PERMIT APPLIC ION -� 1 City of Bremerto-�,Tn, Washington 98310 Phone: 06) 478-5281 Assessor's Tax Account No.:f---�- " 1•� 7- 'i !�--' C') -�=-c ^ . , ' Site Address: 6C'CC L,t' 7? Al 17( IC(JPhone No.:t,-qC6 -;,:) / 1 Owner's Name: WI 13• 1- ,L E Address: /56 C5 SLi:i 7? `l ;',14/eeil CP /mAt. Applicant: E Owner ___. Architect g Contractor .__. Tenant Architect Firm: Dc N /LI i L T Representative: Address: ... C a ' ir //S Phone: 62/3 '- 0,3o5 Sty= -77Z- - Contractor: ��'�.� � l y Tih''C, Representative: C-' i' Lr�r�._.: .4i I Address: YCC /C g7-k-141/67-// �w.Z /OU,C:/le"i/i(b-W gfelO{-5/0 d Phone: yS5 9 I /' Contractor's License No.: CCC / -- -5-e-)47//'--4`z, /„.. g /j_ g.- --1 Exp. Date: � -' , / �� ❑ Residence V Business ❑ Other: 1 New _Repair _ Remodel/Addn _ Demolish _ Duplex ___. Multi-Family (No. units ) \ — Sign — Parking Lot — Grading (Cu. yds �� ( ) .— Bldg. Move l � ,---,A �`L ) ! / Nature of Work Proposed:/ //i w v,v c. 1 c.: t / , C rt/--+ W e- heals c w TA. l!r/c Srie#L-L- ,F/`rC4,3 �J� s- - ,...-:.- J �/; ,Z•/.1-- ---- /`f'.2'7t l ;Gig—T, iG41•Gd /00G/'. .'y y-5/o/? ,-, 4 - / 7 JP. . '4 1 ..a14 A'O ,� Sq. Ft.: Utilities: Water _. Waste OSewer _ Septic ❑ New _ Existing Storm Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: \ [UBC Sec. 304(b)] k 7-..c-4-) FrIttE0 9 . Receipt No.: j Receipt No.: 'i iHni' gy�11I15 Date: Date: Zone Designation: a- 3 Occupancy Classification (UBC): ��. No. Stories:r3RE ^-r_24 ' c� ' Setbacks: Front: Side: Rear: Height: r qIt�� a�§oirr ^'T Comments/Conditions of Approval: r _ : , • ter, ; /77 _.. ..a_ 0 9_8 I understand that applications for which no Permit is issued within 180 days following date of application shall expire by limitation, plans and/or other data submitted may be returned to applicant or destroyed by the Building Official. (Sec. 304(d)UBC) . I certify that the information on this application furn' hed by me is true and correct and that the applicable requirements o *?fie City of Ble . �,,n will be met. / Signature s .�C� -i •��. � ���¢�.,—,l z��,• Date -7-/;-)7S� CooteS tO: W hae-owner: "elldr-File• Pinlc.Assoccnr• C,nlrlonrnrl-Rnilriinn CITY OF BREmER oN sulLorNII DFRA_T Elr PERMIT APPLICATION DATE 7-14- 198 8 TO RE COMPLETED BY 7-20- 1988 W. B. Lile Don Miles Oc.7NE7 CCN TPA 1Y_DR 6000 Werner Road LCA TION OF JOB For construct warehouse ENCINFEPINflCOMMENTS/REVIEWED BY /./U c--BUILDING PERMIT APPLICATION City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: -.-_1 ('-: ( [7:)-7, -7 Site Address: _COO W a-R A/67-7( ^� a -'.5S-d a / I Phone No.: Owner's Name: lee, 8 Li-/4� Address: .1 • ', LI- .".:Z4 O'; •r Applicant: ❑ Owner ❑ Architect Contractor ❑ Tenar Architect Firm: .)D N M !Le-- Representative: Address: . ' ' I. it • - , . i i • I i ; Phone: 6/6-oR6 � Contractor s47-A-7T-26" e{- G / f �,1/ - Representative: gall(3- e,v r- Address: I a ..-.7-4" A �._ . D I - L :��.' .r� .. Phone: T�- - 1_576-07:9 p�p/- Contractor's License No.:- CCO / — .5�3// / 4�/p�g Exp. Date: g �- Egg- .. ❑ Residence �L. Business ❑ Other. n New ❑ Repair ❑ Remodel/Mc- 0 Demolish ❑ Duplex ❑ Multi-Family (No. units ___ ❑ Sign 0-- )14..5 \ g ❑ Parking Lc ElGrading (cu. yds ,/ ) EDBldg. Move < t 1 Nature of W /York Proposed:. Feu/ Corti ce u e / ;O - pi/114€11--AO G4.._.5 if,/%Ti(, /44/o SeideileLL _ + C- CAP- ," . .�L - - O..'j 1„ �r % 0 'u/ u li✓c, ter- ,vim cry7".51"t Lem. ,. __.. . i I _� A. 4 0 i i Sq. FL: -- Utilities: g.Water _ Waste %Sewer El Septic - ❑ New ❑ Existing g Storm Valuation of Materials/Labor. Plan Review Fee: Permit Fee: Surcharges: NBC )1 $ / 3.-4Z) - (;3 S. 133?. �0 OOL. E Receipt No.: Receipt No.: : _ . J Date: Date: )III 1 3 198; • Zone Designation: 8-3 Occupancy Classification (UBC): _._.____ ,aNo. Stories: BREMERT061 -- Setbacks: Front Side: Rear. Height: BUH1Q lioj ARTMENi CommentsJConditions of Approval:, • - I understand that applications for which no permit is issued within 180 days following dat of application shall expire by limitation, plans and/or other data submitted may be return to applicant or destroyed by the Building Official. (Sec. 304(d)UBC) . I certify that the information on this application f ' hed by me is true and orrect and that the applicab requirements o£ City of � will be met. - �� Signature - _.r. 7� - • - /fes Date L • " --BUILDING PERMIT APPLICATION City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: 1-p• I]����a �7 Site Address: 6000 UVB N4�'-X IAC( Phone No.:866 -aa 1 L Owner's Name: W/ B, 1-i4 .I ': • 'l Address: • :a4 / „� Applicant: ❑ Owner ❑ Architect g'Contractor ❑ Tenant Architect Finn: • . M -.11,- Representative: Address: : I 1 r r i- -- VI • I o v 'l N 4sf ... co 0 '1, s: a1 S ''''N. \‘ \.-Z, - ,G -- -,\ 0 ''),) •fit �• i LIQ v ------ --.7- ---- gi p 7 \ . . °St3 . 1-CW\ r_\_ , Z411 ._/,- ke , . I . y tli ‘ 0 Q9 • `l4N o J - Q v. J yi -- -- \ -� S J . 0 I • — 'Q Al 1 0 I 01..J --J N) tr.. . ---; 1 7� \ 1- g ' ' ' a.) ) \t)) m ---...._ VILI - v): .96)-:_)".4-"'" i ----- 1:7- N� J . i c)q (1, ' i.Z N N. 'T-,cl?'E(9 .ci 1 ,S02, iLS\ ' . p‘ - Iz -I- 0- - .. -1 0 s 4 X 1 \.) 1.e) I 1 G, ,, `'% 1 u, � ` - � � N (1:. 1 • 7a(V2NQ . 6 ,g ,, . . ---.,y, 1 i,..).1‘..,%L 0 0' y ?"-Z-1:- — 1‘ NO 1 (-) . 7'4 2. V ° 1,f) , T , cc.. ,9 .0 ti t.1 . • ,:c-- -. 4)4, ! (•\/NN::::'. ‘ t1,9 •1.1,N 7111Cr • I 0- L'---e",) 1 I ill I ill.. ' --__.-_,.. X 711al - w �; __ 1 1, A GD! i ...r_ , - HP. 1 (1: WI's BREMERTON WATER UTILITY • DESIGN MANUAL 1151 ,f STORZ ADAPTER SEE NOTE 4 O GROUND SURFAC CAST IRON HYDRANT VALVE BOX BURY 2-3/4" TIE ROD ATE VALVE TAR PAPER -F x MJ IA p HYDRANT TEE -T-_ CI-MJ x F T = - HYDRANT CONNECTION PIPE 1/2 CU YD DRAIN ROCK 4'x8"x8' CONC. BLOCK NOTES 1 . STANDARD HYDRANT SHALL BE A. M&H 929 C. CLOW F2500 B. MUELLER CENTURION 2. CONTACT APPROPRIATE FIRE DISTRICT FOR STEAMER AND PUMPER PORT REQUIREMENTS AND FOR STORZ ADAPTER REQUIREMENTS 3. FOR CLOSE COUPLED HYDRANTS, USE ALL . FLANGED CONNECTIONS 4. IF HYDRANT RISES THROUGH CONCRETE, USE AN 18" SQUARE KNOCK—OUT OF ASPHALT 6-1-87-ADD C.CLocd F.1S00 5-14-86 -ADD STOKL ADAPTER - 1-2.O-86-ADD t-4YDR. BURY • PERMIT APPLIcAl' ION CITY OF BREMERTON BUILDING DEPARTMENT PHONE: 478-5281 00 O (,0/4-l2Irac K ,J SITE ADDRESS ASSESSOR'S ACCT.M . Lys • OWNER MAIL ADDRESS 22P37 1--/`t ZIP fel l-U/77 ��r� T//l06 Rc D/0 0 A, 6,4. .3 2 5-12 9- �� (it"r 6 6 c 7 CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. Class of work: CEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MECHANICAL p, PLUMBING COMMENTS No. Type of Equipment Fee No. lype of Fixture or Item Fee STOVES Gas_Oil_Wood_ _ WATER CLOSET(TOILET) 4- oZ LI 6 6 FIREPLACE INSERT BATHTUB a, FURNACE Gas(Nat._LPG. )Oil_ LAVATORY (WASH BASIN) `- Wood add on Other_Electric_ SHOWER BTU KITCHEN SINK & DISPOSAL Type: Up flow_Down flow_ DISHWASHER Horizontal_Wali_ LAUNDRY TRAY CONVERSION BURNER: Gas_(Nat._LP_) CLOTHES WASHER Under 100,000_Over 100,000_ WATER HEATER Z 1 5 66 OiI_ URINAL - UNIT HEATER BTU_Gas_Elec._ DRINKING FOUNTAIN BOILER Gas_Oil_Electric_ FLOOR- SINK OR DRAIN _ Other_HP_ SLOP SINK _ GAS SYSTEM Max. 5 outlet Total_ WATER PIPING &TREATING EQUIP. EVAPORATION COOLERS Roof_WaII_ WASTE INTERCEPTER (Grease) BTU_ VACUUM BREAKERS&BLACKFLOW DEVICE AC UNIT Electric_Gas Elec. Combo_ LAWN SPRINKLER SYSTEM BTU_ SWIMMING POOL-Private_Public_ HEAT PUMP Single Package_Split_ GROUNDWORK Add on_BTU Ton_ SUMP MIXING OR REHEAT BOX CFM_BTU_ ALTERATION AIR HANDLING UNIT CMF_BTU_ KIDNEY MACHINE FANS Exhaust—Supply Bath_ RANGE HOOD Residential_Comm._ PERMIT$,, 56; °O ROOF DRAINS TOTAL S i 60 CLOTHES isw i Ties Comm._ NOTICE INCINERAKIR THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED ALTERATION TD DUCT SYSTEM IS NOT COMMENCED WITHIN 120 DAYS, OR IF CONSTRUCTION OR WORK IS SUS- PENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK Heating/Cooling__ IS COMMENCED. TANKS Oil G.am_Propane w/OK I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND from Fire Dept—Gallons_ KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND REFRIGERATION UNIT ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME PERMIT$ 10 GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER TOTAL FEE$ STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) FINAL APPROVAL SIGNATURE OF OWNER(IF OWNER BUILDER) (DATE) RECEIPT NO. q PERMIT (White-ORIGINAL.Yellow-INSPECTOR,Pink-APPLICANT) (LETTER OF TRANSWTTAL MILES CONSULTING44 [ii Erj L5 Ll A 0Ej(206)643-0865 15828 S.E.24TH ST. BELLEVUE,WA.98008401:0 BREMERTON EUILD11 fl DEPARTMENT DATE: \Co -..bit-PZ 1°‘9::.' .,0 B # L -..cit- �(,, . It.TwvtrLLk.c.)1Art TO: C t ON241/0t4Liekere4- afge.- ---- L-if''T- R E: �z 0-.C.-rn% C L pc- 8\1 --CNC:kV\` R\ri"l�. (ft-e.."0- '? ?- 61009 ��(za2�b UVr. 0\ .B.43‘0 \ ' s4s' 1" 93c5 ATTN: G(L2-eY - cl-c.. \��J .-c COPY TO-:-"- `-A.- -' C ) L_JP We are sending you 'ttached 0 under separate cover via \-r0 the following: . C-,23(3 % cis l-5-6%-cm a v.- e u-i C , . — \ ( _-' k(DP C2e-V. -,-N-p- t. c,dbe,) - `Z.. C`-`-0==.v2 �� (ZQ,,1. .arc=,CJ; i c‘T.) ) zj — S. C.(44. i L Lc'.L5 ( N j ra.1 c. CA.-e; i el ° D) 1,N-.z., ILL._ (‘C2-1?--- ' L) ( y-v-N . TWt.-C" 2 (2 & - (Zez-k1 J N (A- (aE'PQoJ(44*.... . Thes are transmitted: Fora approval ❑ As requested 0 For signature & return pp Q ., 0 Approved as submitted 0 For review & comment 0 Approved as noted ❑yor your use 0 For filing 0 Returned for corrections id Not approved 0 For bids due on , 19 1u.-'• v v TiZ t'J. ^ Remarks C.14 1,c= 4 aft... a 1-3�.a Cv w( ''L/t-- LCO".)Cflirz. a J 1 L Cit`` — W Ar'Lk. c?A.wr.. .s c o c," b.) ---q:A..v e-, . Pte. C_t 1--,C. ak— at.-p c ---c---,>p& (-1► �.) C ylr, ,V oreup -r-(3 -cd-, i'2 ,x 4isk1/c (Lt. ‘4411611.41'.) . c4:. i-L..t-i. — ‘2-412,i%6 VE-4- -co 4G-cc.t-1/4.-f,-c_,-r Low(E.,2 < ,v c . e r Loc,2. Q1/4..kik3 -- - 'ti vrt o 02_ c--cet-d o C 4 t cscJ R-ckA✓. v.3 x* Ls -- 1i‘e.A_ ,,&) lett,t N. 12c.)2.c,1 1._)( t4.4, J . Signed % t.-- . e � Zu./ ,t2-44. a-t-e-- 4 �' /.1....;,2,7,-„.0-04---e AV-e-v---‘... - .e,. ag.t;„‘ ' ;/t.4i-4--[ `' •/mac- 4 UILDING PERMIT APPLICATION City of Bremerton, Washing on 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: (•-' (--c---1-c) T7 Site Address: 6 )OO WOR A/477C kid Phone No.:Q?O6 S-aa / I Owner's Name: x.11, 13„_,...4/4 a- Address: .• • I 6- .".:Z4 i'; °,4, Applicant: ❑ Owner ❑ Architect R./Contractor ❑ Tenant Architect Firm: DD N M + Lt7:5 Representative: — _ . . _ . i . .... •10 •• 3-OR c Address: • ' s Phone: Contractor. __S-17-Ar-77-2.6- org,,.. wI-�1 t 77,-„_, /�• Representative- �11l373-1e)c.rcj.f Address: 760 /0 A/6-/r.. s,. /Dy134181/!l . ?BO -S/D Phone: S.5J-' o? Contractor's License No.: ' .6 / — -SAW.7774r,::;1 4r,::;1/02 ge/9 Exp. Date: g— /t- Ea' ❑ Residence Ul Business ❑ Other. n New ❑ Repair ❑ Remodel/Addn ❑ Demolish ❑ Duplex ❑ Multi-Family (No. units____) ❑ Sign g ❑ Parking Lot ❑ Grading (cu. yds ) ❑ Bldg. Move 0-Alis <sz ‘ ) - Nature of Work Proposed:. . .:-.•. - _ ' • • -- . :•-• • F F . . &- i r. —o Sit/, G� r 0., L / .i J! / .. W • ii L ►' G / IleT /�GLLliJ- �¢7ek Xti /,� .....••• �i 4 _� „ A 0 - . • • Sq. Ft.: Utilities. Ef Waste %Sewer ❑ Septic ❑ New ❑ Existing, Storm Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: \ NBC (b)1 S. / 5 zj -c $..21 33`�• �O _ E. 0 C-_ , CD3Z , RI : r ,..5' D 1 Receipt No:: Receipt No.: •t�y1j _ - - Date: Date: .11il 1319 -f Zone Designation: B-3 Occupancy Classification (UBC): C ---__ No. Stones:8REMERTOPI Setbacks: Front Side: Rear. Height: Biniatitiol RTMENT CoMments/Conditions of Approval: _2-',, __ --`,ZIC/-72. -,..../>„ :, 7/"J (.. ...r.--:C.---.) ---..)',.!_...,. CKTh V.,-_-°'—',''CZ-',--,,_Th ':::t -.••••••• •-•'-'‘e "37-7.74--. C-V-N \`s2 -1 `�c. ` c &c) �r 7'• P _ f7 7— ff I understand that applications for which no permit is issued within 180 days following date of application shall expire by limitation, plans and/or other data submitted may be returnee to applicant or destroyed by the Building Official. (Sec. 304(d)UBC) . I certify that the information on this application f ' hed by me is true and orrect and that the applicable requirements of City of : will be met. - SD Signature s .. 1-4-•-t Date • Comes to: A1liroraser: `IallorF.fi1r Pink-Amman.- rnktw.„, a."'"n" _ r--- LETTER OF TRANSMITTAL MILES CONSULTING4$ M [10a O (206)643-0865 414( 15828 S.E.24TH ST. BELLEVUE,WA.98008 BREMERTON BUILDING DEPARTMENT DATE: \C �Y . LcACI;IC :1 JOB # L t•--cc.. tA(.3 . iirwv(i.12kC-)r41til TO: C t Paleliviri / 16-(iN Cr•J- 0 7 V___ -dam RE: X13(2-sZrn0-QT�-•J r-- Lpv 8 l 1 �i 4C..\r\�.. k-‘1 cam. (1Z--42--wit l4' 11 +, ?- qo c9 �ZKL q'vt C� lJ3,N ck $"3l 0 \ A7t,f'. C C`ibg ATTN: ( - - -- COPY TOS\ `s c— c=v ? We are sending you ttached 0 under separate cover via \-411\--N- -c) the following: 2. C--.(i)( , c4- 5 --c.�N\ o Cr- e L.0 c . J — 7— c`La=0v & \FL. r� L(a2J. l cAe6b, zj — T. 1.qt.U. t.,tiikk.L- CELS ( Ncr,v� c-a V cf-to; 1 at °.17;,) L-\--.-� IZL_ ' - L. 3 L3 c3 n-, ‘ TO--C-- 2. 2-Zr-- Cz-►-€c-J N �� lae P 2-o (IN- ... . Th�es are transmitted: Fora approval 0 As requested 0 For signature & return pP 0 Approved as submitted 0 For review & comment 0 Approved as noted 'N❑ or your use ❑ For filing 0 Returned for corrections ot approved ❑ For bids due on , 19 lS v1r A.‘. -e.7...1v V a.A. . Remarks ( + ‹..4`01-4 Atati. cad\ \ `a G w il- ,` 1. o., &la.. 1,1 1-/et't — w MSL. ? w 'Vc Co" Lb. e..) C n`v rn J\ifret.p -r(D 'CS ici x Y,k`l q-. (k_f_tr 14,16.4,41-) cL. ei-LA1.4. — l J,s titre -70 iz..c4.c`.- -r Low rz.2. f'v ,v c , . e, r Loc,2. — sin -- -o c a... , ..o c a-;t (2-0(d. U.-)ik--i.,LS -- V .- NWL. -t rJvzc3 2c.1 t--1( 52 4.O 3 . Signed Al% L_tzrf�. 1 L z UILDING PERMIT APPLICATION -� City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: ��-7 (1-C-14--. .....3.....D7 R Site Address: 6000 W6A/b7'�C IAC/ Phone No.:c 6 55-aa / I Owner's Name: W1 B,�L IL E Address: I.0 . "%Z4 /, 'A/4 Applicant: ❑ Owner ❑ Architect gr Contractor ❑ Tenant Architect Arm: .l )Al M $L9:5 Representative: ' ' ' 3-0�36.5 Address: i o', . - I i ♦ I I ► Phone: Contractor. STA7T nep-A NA- �l-�f 771/e-. /� p Representative:� yi 1ey ru , .10 Address: 760 /O g T'r/4 /r6, /DyBdlei4 . /1 5/00`Phone: _S. 07 Contractor's License No.: CCO / -S // / "3"..c21/c gh Exp. Date: g— 6-- E ❑ Residence sg Business ❑ Other: New ❑ Repair epai ❑ Remodel/Adan ❑ Demolish ❑ Duplex ❑ Multi-Family (No. units ) ❑ Sign+g ❑ Parking Lot ❑ Grading (cu. yds )' ❑ Bldg. Move CASA 1 ) - Nature of Work Proposed: 1/Artd Co rvc 12 u. e / .D it/-- Off/ase r nO 44-S W i 1. //do Sire ptLG- r C d r' y ,7.0"A Oma'L 7,. _dr/ d 'w ---4C- 5.-- --- i Ac, j N� P i 1/()o g 521 Sq. Ft.: Utilities: Water ❑ Waste %Sewer ❑ Septic ❑ New ❑ Existing, V Storm Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: [UBC 304(b)] $ / �� • G8 $.2,33?- —Q - bab X00Rece.Pt No.: rC_ I l E ij' I ReceiPt No.: Date: Date: ,f u f 1 3 1988 Zone Designation: B-3 Occupancy Classification (UBC): DL Na St3ries:BREMERT01 Setbacks: Front: Side: Rear. Height: BU1il@ to RTMENT Comments/Conditions of Approval:, __ 1 I understand that applications for which no permit is issued within 180 days following date of application shall expire by limitation, plans and/or other data submitted may be returned to applicant or destroyed by the Building Official. (Sec. 304(d)UBC) . I certify that the information on this application fu n' hed by me is true and orrect and that the applicable requirements of • - City of :• -••�;/n will be met. - Q¢I Signature �`- _��. %� i�%- � Z- Date T/ i7U O Copies to:VYhIt&- er: Yedow-file• Pink.Aa¢ascnr (-Inirrwnrnwi.Riiilrlinn �._. n_�_ f Inter-Office Communication R i Date July 28 , 1988 Clty"of Bremerto11, �` 1� o go, To Cap . . Mave• i Pratt �� ' From '� ;:444: j 111 Subject building permit attached I have driven to and observed the area . There presently is `a "TRUCK CROSSING" sign posted for the conrete business further down ( West ) the road , so this sign would have to be moved to the East for the appropriate distance - Engineering could dictate . I also would recommend the speed limit be reduced . The construction area is just inside the city limits and it becomes a 25 MPH zone unless otherwise posted by law , however , the area is posted as 35mph and there is no entering the city limits sign . I would recommend a "REDUCE SPEED AHEAD to 25mph" be posted in the area of Ida St. and a "SPEED LIMIT 25" be posted at the crest of the hill just East of Nollwood . The area is becoming more and more industrialized and nollwood is the entrance and departure route for several residences , new and old to the North of Werner . The other concern I observe is the East driveway to the proposedbusi- ness is only 50 ' West of Nollwood . This may be OK at this time , but the area is growing and will continue to do so as there have been other zoning requests for the future . '��lease reply on reverse � ,.{( t +..< ,, �, LC, ‘*-4°i „r 4%s•r r-- BUILDING PERMIT APPLICATION -- N City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.:,..-. .- iibirf•-; I-t-T4 7 Site Address: DO s R N _ Phone No.:�?b62455 aZ / I Owner's Name: W. 13,_.1-/L — r Address: •� . I- � i I' . i� Applicant: q Owner ❑ Architect g'Contractor ❑ Tenant Architect Firm: DD A) M .'1....4 Representative: Address: i . . , - i , i I / i Phone: Contractor. _S r 7T& vl, .I. / T—,-/G., Representative- 'et(t �tsv'cup Address: I o A ;74- , ' 8 D ♦ IL. V A,' . :DO - A ._ Phone: 1675-079/ 1 O�Ea Contractor's License No.: C.C.-0 / — -521N!/ / 4v�/ g/9 Exp. Date: g E4- ❑ Residence 121 Business ❑ Other. isA New CI Repair ❑ Remodel/Addn 0 Demolish ❑ Duplex ❑ Multi-Family (No. units___) ❑ Sign ) g ❑ Parking Lot CI Grading (Cu. yds ) El Bldg. Move C � L�G� 1 Nature of Work Proposed: l of v c Ru. e / ;n i1/— �,lf /ltS W%7-i� %Wo S��GL ©rl iG�3 c%s.�.,v.:.- �vo,Pn <rtvn%Gof-w Ala defw� �`",S(aR •_ ' - **-77_1'i I e p to 5-2/ Sq. Ft. Utilities: water* ❑ Waste JN(Sevrer El Septic - ❑ New ❑ Existing JT- Storm Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: [UBC 304(b)1 $ � -� .G8 s..213-3?- ---0 R. 91b66oOif E --Th [ .:_ Receipt No.: Receipt No.: pi. i .� l u...._---___ - Date: Date: ,j 11 j 1. 3 1980 f Zone Designation: i3—3 Occupancy Classification (UBC): f �a_ No. Stories: BREMERTOPI Setbacks: Front Side: Rear. Height: BUi�a@ 0Q& RTMENT Comments/Conditions of Approval: ' 1'e 1 P�S2)I.)i 010-SITE HYDRA/Or" 5-144L...L._ GcNFo/iM wrat CIT`/ LJ�T _K 1»7'. sec` 1 FtC,IT 1.531s3-5- 2...) WORAN-r- on) ti.) /2/4/ER S/L,4L.L 1.3£ VR.o✓rDEp [.J l77-/ &roK2 u. fr-✓ .) CsAuoLer-C PLAIJS FoR SPRrn1KLeX Syr-rem 54/4<c /, r 4Pk6'h/7Tco 7v F//Z� .rilf4i?Sf 9L For< /9i°,,,e0Vrl-z- r°/P/d2 -74) /NsrA-L<.+77 o d. C---- 27' /1-‘1' / 7-/.3-er - I understand that applications for which no permit is issued within 180 days following date of application shall expire by limitation, plans and/or other data submitted may be returned to applicant or destroyed by the Building Official. (Sec. 304(d)UBC) . I certify that the information on this application f ' hed by me is true and orrect and that the applicable requirements of j - City of ./� will be met ` - / 7.--/3—)731_,8/ �/� � � Signature /Jit //L .._ i 4_ i/ Date Copies to:VYp t . ` : Pink-Acs es.-r-Geldenred-Building r --t UILDING PERMIT APPLICATION City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: f,• (-«J4. 7 Site Address: 6200 (04.h II Prj Phone No.:0106 5-da I , Owner's Name: W1 E3, L/4 E Address: /5605 SU/ 70?,Gr /g/91 r�i,en0 Applicant: El Owner ❑ Architect g.Contractor ❑ Tenant Architect Firm: UQ A) M ;Le-.5 _ Representative: Address: - - i , - 1 A / I , Phone: 67 -Q/5 b �' Contractor. _� 7T Z a2 7 17,--,,, / Representative: 'al 1I.��e.c.)r�, I Address: 7/)e /O rrY N! , /oe/J-3,14 . 9r 5/Q Phone: _SS 4:907/ II Contractor's License No.: CC-0 / — -5279// /` `4i//4: g 19 Exp. Date: S i?- g- ❑ Residence Business ❑ Other. 1S21 New ❑ Repair ❑ Remodel/Addn • ❑ Demolish ❑ Duplex ❑ Multi-Family (No. units ___� CI Sign ) ❑ Parking Lot CIGrading (Cu. yds ) ❑ Bldg. Move 0.--)A.S S 1 Nature of Work Proposed_ .4. eory c /Rcc e / ;t 'V- tiff Jitx?F-T1DGtS It/%7`X /ova S/II/fGL _ G C16--- --1-'� ��� _ 0 L / r —if , a 'w , ir' _ • • a iii _i!. s., / - ' i I .. 4• • O ♦ • Sq. Ft.' Utilities: .Water ---- - Waste %Sewer ❑ Septic - ❑ New ❑ Existing .i.Vi. Storm _ Valuation of Materials/Labor:. Plan Review Fee: Permit Fee: Surcharges: [USC Sem 304(b)1 _. 0 __/ - __ Receipt Na: Receipt No.: l r1: rq. ~ • - Date: Date: -MO(I f 1 2 1985 ---- Zone Designation: R-3 Occupancy Classification (USC): I . No. Stories:$REMERT04 __ .- .. . - Setbacks: Front -. ..-Side- --_.. - --- Rear. Height BUHiatlio itARTNI y T CommentslConditions of Approva r TT - I_a , I.)%UP.1,J 0/Q-s lTE W YD,iNT-" SN AL L Cc PO M1 w r-nt Cirl t.44.T£R bc-PT. ,s'PE:-l FtCii7 4-°")-5- 2.-) O"5'2') N`tDr2ANT 4)n) WERNt,2 .SUALL /‘M' PRo✓/DEl/ U rrH S'TLK2 :d.r CP .i .) CaMMLEr- PI-OS Fa SPRrniKcER s'YS7E, 1 5414<< 6E.9kBh/7re-D 7 <---(/e a-- ,r4'(/Jiecv-49 Fo, ,.//2,,,,,c v,9-4_ ' /e2 7cI INSTALL"4- o PJ . < i 7-/i-er I understand that applications for which no permit is issued within 180 days following date' of application shall expire by limitation, plans and/or other data sithmitted may be returnee to applicant or destroyed by the Building Official. (Sec. 304(d)UBC) . I certify that the information on this application f ' hed by me is true and rrect and that the applicable ! requirements of City of = �." -: will be met. - my• r Signature 4 , .e..1- 7--13-�U Date O Copies to: ormosr:`t ar.f Fink...r..wem-a-r�nNen:rarLa.itieunn - _ —' BREMERTON WATER UTILITY N° 1170 3027 OLYMPUS DRIVE BREMERTON,WASHINGTON 98310 478-5318 APPLICATION FOR WATER SERVICE Work Order No. Receipt No. / `? Bremerton,Washington, � , 19 � (--// TAP NO: The undersigned property owner hereby applies for water service at: Service Address: Legal Description: fir'4( 1 - I m+ Plat Block Lot Kitsap County It is understood and agreed that any unpaid charges shall become a lien on the property serviced.The City or Utility shall not be responsible for service outside the Utility boundaries,nor for pressure or volume of flow,greater or less than normal to the location. Domestic Service Size $ Fire Service Size $ Temporary Service Size $ Main Installation $ Hydrant Installation $ System Connection \) CD\\ ) \ • $ �C. Pavement Restoration $ County Road Permit $ Front Footage Fees $ General Facility Fees $ Other f $ l ju TOTAL COST $ � . Name Phone Number Billing Address siejned .cel"// A/ - . _ a.to ' , 19 'C By41:67V\-- • -eaffl Agent I Accepted on behalf of Water Utility by =t • \-v`��=^ // • 1 >l ' \i„.' 1 Inter-Office Communication .. • o Bxemerton, OltR •_ i- �8' Clt�Date � �4// 2 rt i� t� j jt/tat 07 . ,:l.,% From '� er �Q/ , ri / /� Subject ���„� ,SCC I�QGZ v`U/ s G^Ae Wi//- C/ //les / X I �,,� s�or� �a/rfo,� 1`Z h c ra-i-d- , , /s ra er ,, ;r/ez.se r e -177cit...Q/ 9/c7z-l. 4--- �� /1 /', Se`tio a rU/b TA a---i-t-/<" yon . Please reply on reverse CITY OF BREMERTON POSTING MEMO FOR REFUNDS The amount of $128.64 received as Storz Adaptor Fee is to be refunded to: Seattle Realty Inc. 700 108th Ave. NE, Suite 104 Bellevue, WA 98004-5102 as a result of Charge for Storz adaptor fee paid twice Date and number of original Treasurer's Receipt (if applicable) Receipt #78996 dated 9/1/88 Fund/Revenue Account to be debited ./ "Noir. Air —ILI PREPARING CLERK S RVISO- •' P Carol L. Johnson Richard R. Mumma DIRECTOR OF ADMINISTRATIVE SERVICES Paid by Treasurer's Check # Dated CITY TREASURER FORM 0/730 COMPRINT,INC.(206)373-9940 LETTER OF TRANSMITTAL AMILES CONSULTING (206)643-0865 4 0 15828 S.E.24TH ST. BELLEVUE,WA.98008 DATE: Z4-- c0C= R.b`2.3 r� JOB # , TO: CaJ, , \r�11Fm 0-2-1.- - [�\.Dc.r Ucr..e. RE: v - `' l'� k . ‘ecfL....k c.-Pa-(O• \`-k ?Pt-e-.,r\c. kJ& 'cL- a:c` -v' , Z.—tel - N-6•.,.)?c.- (- '23cu��. :7)1:>,-- / Lli k. G S3 l a ATTN: G J\2.01�. COPY TO:G�-tP � We are sending you �1 attached ❑ under separate cover via 111/`4-k L.. . the following: Z Cc,- '' t--L-\ A ,-z,_,_,.„4,--; k ,,,p,-.,, _ (c----, _ k) LO 4--\...L.-"-o - ( - "\-) These re transmitted: I►� Fora approval E As requested 0 For signature & return ppq9 O Approved as submitted 0 For review & comment 0 Approved as noted O For your use 0 For filing 0 Returned for corrections O Not approved 0 For bids due on , 19, L Remarks C U o v CZ K-12LA/ ttuv\.) l (")(44-1 P4P � ' o-inn L-k Jiii.`v e \N -_ Signed i �A a • 1 LETTER OF TRANSMITTAL MILES CONSULTING < \\11E`� [1-0 - ;.) I , !.1 1 �__� i (206)643-0865A •J� 15828 S.E.24TH ST. BELLEVUE,WA.98008 0 fIREi`. ERTON 3+ILD NG DE \PTf`r<E}.�. DATE: \ v V . l. :23t2 DATE: JOB # TO: .V C_ , ('ICJ , "-\. R E: k---k 1/4.04..- v kilr‘giZA GPvN ez-am 6 Com116NI%c),uel. � Cir, 0Yrl \•'1-: C ,cc`', c5 c- c (LFtml 4(L Ccs ATTN: 6Ia.2az,l.. COPY TO: ` 1 We are sending you attached CI under under separate cover via 'C.), the following: (2—,ec,2`. sz "`�Ct.--t-`� Cam ` L. 'Pr r\J -4zz. — C(...(44-Ci . "2. 4,-Nt-LX- CI. C.: Or"\--c-t".-/ (1.,Pc0 t C.e. Ctk L.Ptic:1 (..ftgeit. cJ r o C v(r._C U 1...Ac\ ( c S . - -a-C 2 U c23k;v ep,..L. .. .. c =1-t-'17.- 1 t•.- v Dc... .0.--C"- ea,.3'___, L.--ice`-�'.•` . These are transmitted: For approval ❑ As requested ❑ For signature & return ❑ Approved as submitted ❑ For review & comment ❑ Approved as noted ❑ For your use ❑ For filing ❑ Returned for corrections ❑ Not approved E For bids due on , 19 Remarks ...:-\--C " v\` Q 0 LV CS._ 'J.0-0.43 �.-k- x\ TAY& - '-.. 1i•_ At-C__ F� CA LC.v �Kcv a lik-IN, Q ��Ps-rJ Li3 AR42---41r-x_ S ((3 Jr) 1, l l‘'c,0 (i) cT 1rk "Tit& A lel k. -, -, ' 2 lT 0v6101k L. y-c k5 w, Y t , D owz.._--- -V>ri t ( � 1 K (1-41 rJ-pte..„C=-._ W:l i. 3/4 -()e 9.._€ .1:tires co t i lrk "iLk--ft_ -,241/4-c‘ r(`1c rte- ---,.-r), t-c- \ssv . Signed :511k. V Uk l 4...d.:5 NE4NE4 J'====_== __ - i ' t \ •IZ ` ' 06 • I � 1 Ii r / I 1 l / ., I 7), of 0 0 l l 1 -. /,- --- / \\ l/ ,•11 I � �� \ // '/ 1 ( `\\ l l. i ,—iiI I \\ I I .-- ......- -TI \ \ 11---- 777//// fri -- \\ I I \\\ '. \' \\ . 11 I I \\\ oZ5 )< ' ` "s 1 / \\ /jai - \`� \\ \ I .....__<i I � �2 \ \\ � � v: .$ v . 008 a I `� ` , 9 111 I 4 4. � 1 z„,•„- _ 5E E \\ - 1- , • -71 I _Z wERNER fl. - - - I /1 / / / 00� OOe / (° ,, I % / r I7 r r-N. - • ] ' / I- . ,N1 ) IL 17 1 If • EXHIBIT 'A' DESCRIPTION: Order No. : E-60634-1 The East half of the Northeast quarter of the Southeast quarter of the Northeast quarter, Section 20, Township 24 North, Range 1 East, W.M. , in Xitsap County, Washington; EXCEPT the South 30 feet for Werner Road; AND EXCEPT the East 50 feet thereof. (See Requirement) ow • 0> 0 g A r . ts \ \ _ Lti SITE • al 0 LOCATIONMAP • • �." Axa ;".1:iiit' ax .. „ -t''', :..:' . i,`-' ; y. } l�t rr +C• s.• f ,,.! M1 �. dy.;+ \3 ! f 41,-...,...,,-.. �4. _ 4 . r. t y t. • SOILS 'AND FOUNDATION INVESTIGATION ` ' LILE STORAGE WAREHOUSE SITE • . WERNER ROAD, BREMERTON, WASHINGTON : •W-1170-30 5A . r ;wt i: ' t y . s.j• . ''''',4e,^Y ".1:: •'''''.;;--' ac.�r r, • ,, .. 11'7`r r.vI r ! t (,. rp 'St.nx:,r ..` 1•. .» ,_5is r R1",....t.,-..'‘.t 8.�' y r .3#r•• L fr 4 a t r t 7= .;',4t?'":: vt 7fr .� d .9 `4 „Y 4•.4 t { T i t i' .J, J1 Y S1,- y.1 j t T 4;t 1.�`� A. ". 1T ••••41•••21,..-. . } � . , n'. +-� Ir.:. , ,• t•.}. •��1. ''stS -I R 5 '{' •*1,-ibvF k.: L: ,,,,,,t,,,,,,-.-...:-.-..,:,,,-.....,,;1 . 3`'`'- .� t :.e1,4:'T't'�°' ti 'i� tY.a '-:C '• � g 15� 7,`;'''''' w.. y 1. - r tM. r ' Y .` a Sy. y. ,. -A.,..-4, IN "t •• '�` l•t•J:4 a: t .� .-th" r4 - .7'` ' .s Ae `j 4 Ly ids• 3{,aJ?�.,` it. 2,1.x? r ' Y 't4 : L Z. • Y` ( �L 1 � � AIS FOUNDATION AND SOILS ENGINEERING • GEOLOGY • ®/) OI ABS -WAS II�TGTO , Ino. :,: Foundation and Salle Engineering, C+ eo1o83r 12893 N.E.15th Pl. • Bellevue,Washington 98005 • (206)CL 5-2018 502 So.11th St. • Tacoma,Washington 98402 • (206)272-8363 Telex 32-9.424 3416 Everett Avenue • Everett,Washington 98201 • (206)259-0817 April19, 1974 W-1170-30 • • Lile Moving and Storage Company P. O. Box 4116 Bremerton, Washington 98310 Attention: Mr. Garry Spore, Manager • Subject: Soils and Foundation Investigation Lile Storage Warehouse Site Werner Road, Bremerton, Washington Gentlemen: In accordance with your request and letter of authorization of April 12, 1974, we have performed a soils and foundation investigation for the proposed Lile Storage Warehouse in Bremerton. This report summarizes our work on the project and presents conclusions and recom- mendations pertinent to site development. SITE DESCRIPTION • The subject parcel is located in West Bremerton just north of Werner {{ Road. The site investigated is an approximately 330 foot square area. It is the north half of a 636 foot by 328 foot parcel of land. At the time of our investigation, the site had been recently logged over and logging slash was piled in places. A thin 75 foot wide strip of timber was left standing on the northern edge of the property and could not be penetrated with a backhoe. The parcel is free of existing structures but two old foundations remain in the southeast corner of the site. The site consists of a shallow valley with a small stream flowing northward through the center df the property. The greatest relief on the property is about 40 feet and is to the east of the stream. A fairly uniform slope extends uphill to a ridge just east of the parcel. Bedrock was noted in several locations near the top of this ridge. The bottom of the valley is fairly flat with a 5 to 6 foot drop from south to north. Water was standing • on the surface in several locations here. BRANCH OFFICES IN MOST PRINCIPAL CITIES Lile Moving and Storage Company W-1170-30 April 19, 1974 Page Two PROPOSED DEVELOPMENT Our limited knowledge of future development on this site indicates a light one-story warehouse structure approximately 100 foot square will . be built, possibly on the eastern half of the property. Tentative plans call for it to be 24 feet high with doors opening on the north and east sides. SUBSURFACE EXPLORATION The subsurface exploration consisted of excavating a series of six- teen test pits with depths varying from three feet to eleven feet covering the entire site to provide subsurface information. These pits were excavated with a tractor-mounted backhoe and the excavation of them was continuously inspected by our field personnel . The locations of the test pits are shown on the Site Plan, Plate 1. Test pit logs are included with this report as Table 1. • SUBSURFACE CONDITIONS AND GEOLOGY The eastern half of the site is characterized by bedrock near the surface. Near the top of the property, the rock is no more than 3 to 4 feet below the ground surface. From there it slopes steeply downward to the west and is encountered at 9 feet in Test Pit No. 10. In the valley bottom it lies at a depth unattainable with a backhoe. It probably slopes upward • again to form the high ridge one-eighth of a mile to the west. Above the bedrock in the valley bottom and extending part way up the east slope, is a dense to very dense, gray, silty, gravelly SAND (Glacial Till) with or without a zone of weathering on it (Weathered Glacial Till). The till is near the surface in the south valley bottom and slopes down valley until it disappears from the range of the backhoe at the north edge of the pro- perty. The Glacial Till is a hard sediment laid down and overridden by an advancing ice sheet twelve to fifteen thousand years ago. • Above the till are Recessional Sands and Gravels which represents outwash from the melting and retreating ice sheet. These sediments exist in the valley bottom and are the materials being taken out of the borrow pits to the north. The bedrock on both sides of the small valley and the relatively impermeable Glacial Till in the bottom creates a situation where surface runoff and shallow ground water are channeled downstream at or near the surface. This is the reason for the soft ground conditions and some stagnant G �CO1.-.A130. INC. • Lile Moving and Storage Company W-1170-30 April 19, 1974 Page Three water in the valley bottom. Water should not be a problem on the site and any infiltrated water may be taken care of by sump pumps. CONCLUSIONS AND RECOMMENDATIONS I. General a) Based on our visual field inspection, testing and analysis, it is our opinion that the project site could be developed from a soils engineering viewpoint. The recommendations presented below should be incorporated into the design, grading and construction considerations. b) Groundwater is not expected to be a factor in development of the site; however, any infiltrated water may be handled with sump pumping and adequate drainage facilities. H. Site Preparation and Grading • a) All heterogeneous fill, loose organic topsoil, root zones and old concrete should be removed from the site and replaced with competent compacted granular fill. • b) Cavities or loose soil remaining should be cleaned out and filled with compacted granular fill. c) The site soils, other than existing fill and organic topsoil, appear to be suitable for use in compacted fills, if grading occurs during the dry summer months. These soils, however, contain consi- derable quantities of fines, and as a result, will be moisture sensitive. Therefore, if wet weather grading is attempted, the fill should consist of an imported, clean, granular material containing less than 5 per cent, by weight, passing a No. 200 sieve. d) Fill materials from the site or import fill should be brought to approximate optimum moisture content and compacted to a mini- mum relative compaction of 90 per cent of the laboratory standard. The recommended laboratory standard is ASTM: D-1557-70 or AASHO: T-180. Wherever the fill is placed across ground which slopes more steeply than 5H:1V, it should be keyed and benched into the underlying rock. G 110 0 L.A=3 El. I N C. • Lile Moving and Storage Company W-1170-30 April 19, 1974 Page Four • e) Fill should be placed in eight-inch loose lifts and compacted as . indicated above. f) The basalt bedrock will most likely be difficult to excavate with normal equipment and may require controlled blasting or jack- hammering. III. Foundations and Floor Slabs Using reasonable care during construction, the soils at the site will be suitable for the use of spread or continuous footings for foundation support. By designing the footings with a maximum allowable bearing pressure of 2500 psf, they may be founded in either the natural, medium dense, granular soils, till, bedrock or in a structural fill which is compacted to 90% of maximum density. All footings should have a minimum width of twelve inches and be founded at least eighteen inches below adjacent ground or-slab surfaces. In addition, if footings are founded in the natural granular soils, they should be placed a minimum of one foot below the base of the topsoil. If any of our exploration test pits are encountered in the foundation excavations, the back- fill materials should be removed and replaced as a compacted structural fill. • When erected within these criteria, total settlements should not exceed three-quarters of an inch. Differential settlements should be approxi- mately one-half to two-thirds of this amount. A perimeter footing drain, consisting of a perforated pipe in a gravel filled trench, will likely be necessary to control seepage beneath and adjacent to the structures. A slab-on-grade floor may be utilized on compacted fill, provided all existing fill and unsuitable organic topsoil is removed and a minimum of six inches of compacted, clean, granular material is placed be- neath the slab. Additionally, an impervious plastic sheet should be placed between the drainage blanket and floor slab to prevent migration of moisture. This layer should be connected to the footing drains. The elevation of the slab should be higher than that of the surrounding ground. In order to minimize differential settlements, all foundation elements of any one structure should generally be supported by the same soil type, which would necessitate in the cut areas, excavation and recompaction of the upper two feet, if footings were to be founded in compacted fill. GMCOLAELEI. INC. Lile Moving and Storage Company W4170-30 • April 19, 1974 Page Five During wet weather, the site soils will tend to become softened by rainfall and traffic. In order to control this problem, it may be advisable • to pour a thin concrete "mud slab" across the site. In this manner, a firm, dry and stable work area can be maintained, even during the winter months. IV. Equivalent Fluid Pressures Basement and retaining walls should be designed to withstand an equivalent fluid equal to 35 pounds per cubic foot, if free to yield 1/1000 of their height. If the wall is not free to yield, an equivalent fluid of 60 pcf should be used. The above pressures assume that the wall backfill material consists of a free draining granular material compacted to not over 90% of laboratory maximum density as described above. Surcharges due to hydro- static pressures, sloping backfill, adjacent wall or column loads, construction equipment, or parked vehicles, should be added to the above amounts. V. Further Review and Investigation a) Upon completion of design, we should be permitted to review the foundation configurations, structure location, and grading plans to insure that such designs are consistent with our pre- liminary findings and assist in determining whether or not any • additional subsurface investigation is required. b) It is recommended that we be informed well in advance of grading work so that a pre-grading meeting may be held where pertinent data and any modifications may be discussed. All grading should be performed under the supervision of a qualified soils engineer and all footing excavations should be inspected and approved prior to concrete placement. INVESTIGATION LIMITATIONS • The materials encountered on the project site and utilized in our laboratory investigation are believed representative of the total area; how- ever, soil materials may vary in characteristics between test pit locations. Since our investigation is based upon the site materials observed and engineering judgment, the conclusions and recommendations are pro- fessional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. I G }COLA13E3, INC. • Lile Moving and Storage Company W-1170-30 April 19, 1974 Page Six • We appreciate having this opportunity to be of service. If you have • any questions or need clarification of any of the recommendations of this report, please do not hesitate to call. Respectfully submitted, GEOLABS-WASHINGTON, INC. P— ,,-\ S. LEk Robert S. Levihson, P.E. WGN/RSL/mh 0��aso.�E; s�'�� Lo . ., %oy a99 w ), r, 1 eSJti,o '• s 14591 ... iA e BO �0 r�G1;i ' a•' v v 3 Z3lQ a (‘'vo • G32COLABEl. I INT C. r • OM- LIP _ 411=111101111111.110 MIND Approximate Locations f of - Timbered Area l • El.N TP-1I P- ,. :...... DTP 1 0 TP-I2 NTP 10 TP-3 __ - TP-I3 � TP_6 s - - i p� . TP-14 -: TP-2 j1 Ej TP-15 .- .. __.- 1, _ 3 . • STP 7--_ Io STP-16 _ , . SI TP-8 TP-1 •I i 1 . Stream - -- _ i 1 1 SITE 1 1 . . LEGEND • PLAN . 1 _ 1••• ®TP-I6 Approx. Test Pit Locations I ---- Property Line - I f ' il Scale: In= 60S - • 1 I "� �'•c'x'' :; a = 0 2.,A 0, Y IV'G 1 "' j O{Ol OOY ANO SOIL f.MO1.Y/<OIM4/0 Werner Roodc. ? DAT! Apri 11974 iscssi 1 = 60 via, 1170 NV-1170-30 . .• TABLE I • TEST PIT LOGS Depth - ft. Soil Classification Test Pit No. 1 • 0. 0 - 0.4 Loose, moist, black, silty TOPSOIL. 0.4 - 2.5 Medium dense, moist, tan, silty, gravelly, fine to medium SAND with some rock fragments. 2.5 - 6.5 Medium dense, moist, red-brown, silty SAND with rock fragments. 6.5 - 7. 0 Weathered, fragmented, green to black BEDROCK. Backhoe refusal on rock. Dry hole. Test Pit No. 2 0. 0 - 2.5 Medium dense, moist, tan, silty SAND with cobbles and rock fragments. 2.5 - 3. 0 Weathered, green to black BEDROCK. Backhoe refusal on rock. Dry hole. Test Pit No. 3 • 0. 0 - 0.3 Soft, black, moist, silty TOPSOIL. 0.3 - 4. 0 Loose to medium dense, moist, red to tan, silty SAND with gravel and 6" - 8" fragments of bedrock. Some small roots extending to 3. 0 feet. 4. 0 - 5. 0 Weathered, fragmented, black BEDROCK. Backhoe refusal on rock. . Dry hole. Test Pit No. 4 0. 0 - 0. 8 Soft, moist, black, silty TOPSOIL and FOREST DUFF. 0. 8 - 3. 0 Loose to medium dense, moist, red to tan, silty, sandy GRAVEL with rock fragments. 3. 0 - 3.5 Weathered, fragmented, black BEDROCK. Backhoe refusal on bedrock. Dry hole. G�: O L A 37 8. X l'sr C. NV-1170-30. TEST PIT LOGS (CONT.) • Depth - ft. Soil Classification . Test Pit No. 5 0. 0 - 6.5 Medium dense, moist, tan-brown to gray, fine to medium, clean SAND with gravel. (Recessional sand and gravel) ' 6.5 - 9.5 Dense to very dense, gray, moist, silty SAND with gravel. (Glacial Till) Dry hole. Test Pit No. 6 0. 0 - 0.5 Soft, black-brown, moist, silty TOPSOIL with roots. 0.5 - 3. 0 Medium dense, moist, tan-brown, silty, medium SAND with gravel and cobbles. (Recessional sand and gravel) 3. 0 - 4.5 Dense to very dense, moist, gray, silty, gravelly SAND with some rock fragments. (Glacial Till) 4.5 - 5. 0 Weathered, fractured, black to green BEDROCK: Backhoe refusal on rock. Dry hole. • Test Pit No. 7 0. 0 - 3. 0 Loose, moist, reddish-brown, silty, medium SAND with gravel and bedrock fragments. (Fill for burned old house) 3. 0 - 3.5 Soft, brown, buried TOPSOIL with roots. 3.5 - 4.5 Loose to medium dense, moist, tan-brown, silty SAND with 1.0 foot chunks of bedrock. 4.5 - 8. 0 Medium dense to dense, moist, reddish-brown, silty SAND with gravel and rock fragments. 8.0 - 9. 0 Dense to very dense, moist, brown, silty, gravelly SAND. (Glacial Till) 9. 0 - 9.4 Weathered, green and black BEDROCK. Backhoe refusal on rock. Dry hole. Test Pit No. 8 0. 0 - 0.5 Loose, brown-black, wet TOPSOIL with grass. 0.5 - 3.5 Medium dense, tan to reddish-brown, moist, silty SAND with gravel. 3.5 - 7. 0 Medium dense, wet, reddish-brown, silty, medium SAND with gravel, cobbles and rock fragments. GICOLAMF3. X TC- 't'v--1170-30 TEST PIT LOGS (CONT. ) • Depth - ft. Soil Classification • Test Pit No. 8 (continued) 7. 0 - 11. 0 Medium dense to hard, gray-brown, lenses of wet, clean, medium SAND to sandy SILT. . Becomes somewhat siltier toward bottom of hole. Heavy seepage between 5. 0 and 9. 0 feet. Test Pit No. 9 0. 0 - 0.5 Loose, wet, brown TOPSOIL with roots. 0. 5 - 2.5 Medium dense, moist, silty, gravelly SAND with some roots. 2.5 - 6.5 Medium dense to dense, moist to wet, reddish-brown, silty SAND with gravel. (Weathered Glacial Till) 6.5 - 6.9 Weathered, fractured BEDROCK. Backhoe refusal on rock. • Moderate seepage between 5.5 and 6.5 feet. Test Pit No. 10 0. 0 - 1. 0 Soft, wet, black-brown TOPSOIL. • 1. 0 - 4. 0 Medium dense, moist to wet, tan-brown, silty SAND with gravel (mottled in places). Wet from 1.0 to 3.0 feet. (Recessional sand) 4. 0 - 7. 0 Dense to very dense, moist, silty SAND with gravel. (Weathered Glacial Till) 7. 0 - 9. 0 Dense, moist to wet, reddish-brown, silty, sandy GRAVEL. (fractured rock, also). 9. 0 Weathered, fractured BEDROCK. Backhoe refusal on rock. Heavy seepage 3. 0 to 4. 0 feet and 7.5 to 9. 0 feet. Test Pit No. 11 0. 0 - 4.5 Loose to medium dense, moist, brown, slightly silty, medium SAND with some gravel. (Recessional sand) 4.5 - 6. 0 Medium dense, wet, brown, clean, medium to coarse SAND and GRAVEL in lenses. Rapid seepage in gravelly lenses. (Recessional sand and gravel) 6. 0 - 9. 0 Medium dense, moist to wet, gray to brown, clean, medium SAND. (Recessional sand) Hole caving between 4. 0 and 8. 0 feet. Heavy seepage between 5. 0 and 8. 0 feet. GBOLABf3. INC. ' 170-30' • , • TEST PIT LOGS (CONT. ) Depth - ft. Soil Classification Test Pit No. 12 0. 0 - 0. 6 Loose, wet, brown-black TOPSOIL. 0.6 - 1.5 Medium dense, moist, tan-brown, slightly silty, medium SAND. , 1.5 - 10. 0 Medium dense, moist to wet, gray, slightly silty, medium SAND with some gravel and cobbles in lenses. Heavy seepage in gravelly lenses. (Recessional sand and gravel) Hole caving between 5. 0 and 10. 0 feet. Heavy seepage between 4. 0 to 10. 0 feet. Test Pit No. 13 0. 0 - 0.4 Loose, black, moist TOPSOIL with roots and grass. 0.4 - 1.5 Medium dense, moist, brown, slightly silty to clean, medium SAND. (Recessional sand) 1.5 - 7..0 Medium dense, moist to wet, gray to brown, clean, medium SAND with some gravel below 5. 0 feet. (Recessional sand and gravel) 7. 0 - 9.5 Dense to very dense, moist, gray, silty, gravelly SAND with cobbles. (Glacial Till) Backhoe refusal at 9.5 feet. Some caving from 4. 0 to 7. 0 feet. Heavy seepage between 5. 0 and 7. 0 feet. Test Pit No. 14 0. 0 - 1. 0 Loose, moist to wet, black TOPSOIL with roots. 1. 0 - 2. 0 Medium dense, moist, tan-brown, silty, fine to medium SAND with gravel. (Recessional sand) 2. 0 - 5. 0 Medium dense, wet, gray-brown, clean, medium SAND. (Recessional sand) 5. 0 - 8. 0 Dense, mottled gray, moist, silty, gravelly SAND. (Weathered Glacial Till) 8. 0 - 10. 0 Dense to very dense, moist, gray, silty, gravelly SAND. (Glacial Till) Moderate to heavy seepage between 2.5 and 5. 0 feet. • a ma OLA3E3A. INC. W-1170-30 • •• TEST PIT LOGS (CONT.) • Depth - ft. Soil Classification Test Pit No. 15 0. 0 - 1. 0 Loose, moist, brown-black TQ,PSOIL with roots. . 1. 0 - 5.5 Medium dense to dense, mottled gray, moist, silty, fine SAND with gravel. (Weathered Glacial Till) 5.5 - 7. 0 Dense, moist,. reddish-brown, silty, gravelly SAND. (Glacial Till) 7. 0 - 9.5 Dense to very dense, moist, gray-brown, silty SAND with gravel. Light to moderate seepage between 4.5 and 7. 0 feet. Test Pit No. 16 0. 0 - 0.9 Soft, wet, silty, black TOPSOIL. 0.9 - 4. 0 Medium dense to dense, mottled brown to gray, moist to . wet, silty, gravelly, fine to medium SAND. Reddish coloring from 4. 0 to 6.0 feet. (Weathered Glacial Till) 4. 0 - 8. 0 Dense to very dense, gray, moist, silty, gravelly SAND. (Glacial Till) 8. 0 - 10. 0 Dense, gray, silty, gravelly SAND. Moderate seepage between 2.0 and 6. 0 feet. • C- MC0 A21E3el. IINT Q . r ii 1 1-;----,' i t s� —l ...ft...— 1\4t. ItitAltkiLl(.410•3- b''i L.: i 1m‘ ,.. CAr\.C.S. . t. l- •rrT .. s . - CI \CA. Le...0‘..0 kook e e ste . Zuoc. ctr. •RR--u n o` er• 1 n� ��/11 n yi w,��./T _` rt^�11 e? �/� sheet no. ._ proiect Lk`cti"'• (1 L.011vi t`ON `y . C7 by 1/4.-. M. (/eetno .� location ����-1,,y�I`V1`�,YL_ ` WA.. dam:LULA? Zi W �iA` client v�a..l—r L` 1�— 1 Zia loo no. \ checked date �xBogBd -...,.�.., .�►.� %:11.+.�Y14 u<,aeaTtea.. N�!t.iw0• ♦ll3l..- ,.&t. ... SWM W4ter A}' .wS4• Jpi.D •1: 4. ': '• water temperature uxceeds �F>. 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J OUTLINE SPECIFICATIONS L I LE - NORTH AMERICAN „ ' `fl' WERNER ROAD & NOLLWOOD DRIVE BREMERTON, WASHINGTON A.PROJECT DESCRIPTION The scope of this project includes the construction of approximately 26, 488 square feet of dock high warehouse space with finished supporting office (1000S.F. ) . Work includes grading, paving utilities, sidewalks, and landscaping. B.LOCATION Project site is the northwest corner of the intersection of Werner Road and Nollwood Drive in Bremerton, Washington. C. CONSTRUCTION TYPE III-N construction with one hour separation between the warehouse and office space. Work will include a City of Bremerton/Owner approved sprinkler system. All construction to be in accordance with the 1985 U.B. C. and the latest code requirements of the City of Bremerton. D. SITE WORK 1 .Earthwork: Clearing and grubbing, site grading and filling. Excavation of new footings and foundations. 2.Utilities: Provide underground utilities to building. Power, telephone, and monitor. Construct water, sewer and site storm drainage, and detension. Provide some fencing. 3. Landscaping: Provide concrete walks, curbs, topsoil, mulch, and plantings per City approval. 4.Paving: Asphalt paving section for designated parking and access areas where shown. E.BUILDING CONSTRUCTION 1 .Foundation: Reinforced concrete foundations continuous at walls; reinforced concrete spread footings at columns. 2.Floors : 6 inch reinforced concrete with steel control/construction joints. 3. Columns: Sructured steel tubing or pipe. 4.Exterior Walls: Reinforcrd concrete tiltup wall panels, welded off, caulked, cleaned, sealed, and painted. 5.Roof Construction: Glu-laminated girders and purlins framed in a "Berkley" configuration. Sub- framing with 2x6 joist and decked with 5/8 inch C.D.X. plywood sheathing. 6.Roof Membrane: Fire-retardent, Class "B" , G.A.P. #103-N fiberglass roof with an ATCO #1845 reflective emulsion coating or equal. Metal flashings and down- pours. 7 .Exterior Canopy: Pre-finished 26 gage metal roofing on steel framing mounted on walls. 8. Interior Partitions: 2x4 wood stud walls with 5/8 inch G.W.B. Draft stops 1/2 G.W.B. per U.B. C. . 9. Insulation: In office area only; ceiling R-30 , walls R-11 . 10 .Windows and Exterior Doors: Windows and entry door to be medium bronze anodized aluminum store fronts with solar cool glass. Hollow metal doors to be insulated. Truck doors to be Kinnear Standard Model K-20 metal non-insulated. 11 . Interior Doors: Solid core with rating and apparatus to meet 1 hour wall rating to warehouse. Hollow core at restroom. All paint grade. 12.Floor Covering: Vinyl flooring and base in office and restroom. 13. Ceiling and Wall Finishes: Taped, spackled, sealed and painted an Owner designated color. 14.Finish Millwork: All wood finish materials to be of paint grade. 15.Painting: a.Exterior Concrete: 1 coat sealer and 1 coat heavy exterior enamel. b. Steel Columns: 1 coat primer and 1 coat interior enamel. c.Flashings, Doors: Primed and painted with exterior enamel. d. Interior: One coat sealer/primer and one coat semi-gloss latex enamel on all gypsum and dry- wall. One coat wood primer and one coat enamel on all interior doors and woodwork. 16.Finish Hardware: Commercial grade lock sets, panic hardware, and deadbolts . Consider handicap access to office and restroom. Privacy lock in restroom. 17.Skylights: All skylights -to be of an approved good quality metal frame with double pane. 18.Roof Hatch Access: Provide one roof hatch with interior ladder access in the vicinity of the south- east office space. 19.Mechanical: (Bidder Design) a.Plumbing: Provide plastic waste and type K copper supply lines as meets code. Plumbing fixtures as approved by Owner on receipt of Owner. b.Heating: Provide fan forced electric resistance wall heaters in office and restroom as required. Warehouse cold. c.Ventilation: Provide ventilation as required to meet code. Restroom ventilation to be electric fan connected to light switch. 20 .Electrical: (Bidder Design) Provide adequate electrical service to handle the necessary electrical, telephone, and monitoring needs of two tenant office/warehouse spaces. (Suggest 2 each 200 Amp 227-480, 3 phase service panels with step down transformers for office circuits) a. Toilet Rooms: To have surface mounted incandescent fixtures. b.Office Space: To have 2x4 surface mounted florecent fixtures at ceiling providing an average of 75 foot candles of light at desk height. c.Warehouse: To have high pressure sodium fixtures providing an area lighting of 35 foot candles. d.Exterioz' Lighting: To provide two area sodium wall packs on each north and south wall, an incandescent down light at office entry to light entry and building number, and a recessed incandescent light fixture at each truck door below canopy. 21 .Fire Protection: (Bidder Design) Provide and install a fully automatic complete dry pre-action type fire sprinkler system meeting the requirements of the City of Bremerton and the approval of Owner. The sprinkler system shall include the necessary monitoring and alarm systems as well as a City key access box. 22.Miscellaneous and Special: a.Dock Bumpers: 2 each - 4 1/2 inch thick by 10 inch by 20 inch manufactured rubber set horizontally at all doors. b.Dock Levelers: Provide 2 each only type "A" Series Blue Giant mechanical mounted operational units as shown on plans. .T �I b r L , `L t L I `.I L II j (2.th.nnr .-roa , l9�lA• q \ZLL itra.t4IICZ4Z. rW. 0/iti% cL 1 .0.,:) LLc,JC XD•� q...\0 3 ,t..),. L.c.% cape) . ,y • F ( ' (.c;" ` `. FGlST[ C .,..'. Ot�AL MILES CONSULTING, 0• �I sheet no. • project Lt�(� . 1VlO• \v4%G Akl by 1►` .S (200) 041-1402 1ocation. j12Wtft.a r4=00•• ) iib%. datSv 3(t eja covtl.R. iob no. 16828 B.E. 24TH ST. client � �l.h��`,(�. P.- Ar‘,. ��, checked SELLEVUE.WA. 98008 • ..._ __ _. date Cc CL \ V tJ �(2 t:OrIntL -�-+ ` Ct.. g-OL k•Al \.eklit4 (3(k4VLA , 1TtLly..4t O9' •••1ZO V- (490'(4,(Z..IC...C .\)' QFjz�c_�Zc., = 50 � t• 3t_TJi' 3,_p W uk ,ti 4 Z5Q/4 6/e,Z.{ w-u . e, 2-,,b e ?�� 1,0 ce-'4-x(40 o 2.,..ka l�Q PvicrW t.6 . O rn�sC.. \,c, ciulNJ Rw 1?4 , . Czt-Tttc-- S, T., , . Lx)( . C.)/44-‘0-14... , ,,t(t:.-?.)(t71)(1.) 141, c - ' , ; ; !:1'50 (x) , L%-,15)(t ‘c. ) . . P STRUCTURAL NOTES ; Earthquake Zone 3 Roof. Live Load 20PSF Wind 80 mph, Exp B, Method 2 Snow Load 25PSF Soil Bearing Capacity 2000PSF Floor L.L. Office 50PSF (Unless otherwise noted on Dwg) Floor L.L. Warehouse 250PSF FOUNDATIQN -EXCAVATION Remove topsoil, peat, and organic material and extend footings to firm undisturbed soil. Exterior footings to be founded 18" minimum below the finished grade. If over- excavation is required under footing areas, backfill with ganular material compacted to 95% of its maximum dry density as determined by ASTM D-1557-70. CONCRETE Provide concrete inspection per UBC Sect 305(a) . Concrete construction shall be tested. Concrete shall attain a 28-day stregth of f'c = 2000 psi for slab and foundation work and f'c = 3000 psi for all walls. Any use of add mixtures shall be approved by Owner. STEEL REINFORCING Reinforcing steel shall conform to ASTM A-615-68, Grade 60, unless otherwise called for on the plans. Lap all continous bars 30 bar diameters minimum. Provide corner bars at all wall intersections to match normal horizontal reinforcing. Lap corner bars 30 diameters. All slabs shall have a minimum wire mesh reinforcing of q x 6 x W1. 4 x W1.4 WWF unless noted otherwise on the drawings. WWF shall conform to ASTM A - 185. Lap adjacent mats of WWF one full mesh at sides and ends. Concrete protection (cover) for reinforcing steel shall be as follows; Footings, unformed surfaces, or earthformed 3" Formed surfaces in contact with earth 2 Beams, columns, and weather exposed surfaces 1 1/2" Walls, slabs, and/or interior faces 3/4" PRECAST CONCRETE WALL PANELS An approved method of lifting panels into place shall be used. Details shall be prepared by the Contractor and submitted to the Owner for review. Wall panels shall be adequately supported with bracing until secured to supporting structure. Wall reinforcing shall be rigidly supported on concrete blocks or an approved equal to assure proper placement. Curing and bond-breaking material shall be of such nature as will permit painting of concrete wall surfaces. Any material which can effect bonding of paints to walls or adhesives to slab shall be removed. Reinforcing around openings shall be as detailed. Additional reinforcing shall be added when necessary for lifting operation. All panels shall be grouted to the footing with non-shrink grout of UBC standards, f'c=2000psi. Inserts shall be properly covered after use so as to be invisible and treated to prevent surfaces stains, per Owner agreed method. See mechanical/electrical for any sleeves, STRUCTURAL STEEL Structural steel, including plates, angles, and miscellaneous shapes shall conform to ASTM A-36, Fy=36ksi. Steel tube and pipe shall conform to ASTM A-500 or A-501, Grade B, Fy=42ksi. Steel to be painted shall be shop- painted with zinc chromate. Fabrication and erection shall be in accordance with ASIC Specifications. Bolts A-307. ALL WELDING All welding shall be in accordance with ASIC and AWS standards and shall be preformed by a WABO-certified welder. All welds shall be 3/16th" fillet minimum unless otherwise noted on the plans, (Minimum E60 electrodes. ) Inspection required on completion. TIMBER Structural timber and lumber to be stress grade Hem-fir or Douglas Fir as follows the WWPA Grading Rules, latest edition. Minimum member use will be; Species Grade 4x10 & larger Douglas Fir #2 unless noted 1250 psi 2x12 rafter Douglas Fir #1 1500 psi 3x & 4x ledger Douglas Fir #2 1250 psi 2x4 roof joist Douglas Fir #2 rep. use 1650 psi 2x6 roof joist Douglas Fir #2 rep. use 1450 psi Interior frame Douglas Fir Stud grade - STRUgTURAL GLUED-LAMINATED LUMBER Shall be Douglas Fin fabricated to the requirements of the UBC Standards 24F-E4: Lumber shall be of such grade as to provide normal working stress values of 2400 psi in bending, 1600 psi in tension, 1500 psi in compression parallel to grain, 450 psi compression perpendicular to grain, and 165 psi in horizontal shear. All laminated members shall be AITC certified by Contractor/Supplier. PLYWOOD Plywood roof sheathing to be Standard Grade with exterior glue per UBC Standard 25-9, unless otherwise noted on the plans. Minimum plywood nailing shall be 6" o.c. at all edges and 12" o.c. at interior supports. See roof plan for specific nailing requirements. Nails to be 10d common for 5/8" plywood. Stagger end laps on roof sheathing. TENANT _IiPROVEUENTS Tenant Improvements shall be submitted in detail with calassification of occupancies, seperations and accesses determined in accordance with UBC. Specific reference will be made to Section 705 for seperate water closets based on occupant load and employee' s sex for future design. SPECIAL CONDITIONS Contractor shall verify all dimensions in the field and shall provide adequate shoring and bracing of all structural members during construction. Contractor shall notify the Owner prior to placing or installing any mechanical or electrical, plumbing and/or fire protection devices of 50# point load or more on the roof structure. SPECIAL NOTE The drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used, subject to the review of the Owner and Engineer. If any errors or omissions should appear in the drawings, specifications or other documents, the Contractor shall notify the Owner and Engineer of such errors or omissions before proceeding with the work, or accept full responsibility of cost to rectify error should correction be required. NOTE: • The Contractor shall submitt an alter price to povide the cleaning, sealing, and painting of the exterior concrete wall panels, the painting of the metal building trims and flashings and the painting of the metal doors with primer and paint. The painting of the metal parts will be the same in color to the standard metal canopy metal roofing color. NOTE: The Contractor shall provide and alternate price for roof framing which would include the use of double 2x6 roof trusses in place of the secondary glu-lam beams. The trusses may be hung or top chord bearing but can not reduce the building clear height. All trusses shall be designed by the manufacturer for the spans, loods and conditions shown. Truss drawings shall be sealed by a Regestured Washington Structural Engineer and drawings submitted to the Owner and City Building Dept. . The trusses shall be designed for the roof dead load and a snow load of 25# PSF. Additional capacity will be porvided for electrical, mechanical and interior sprinkler systems. NOTE: The Contractor shall provide as base bid price a roof membrane constructed as a fire-retardant, Class B, GAP #103-SN fiberglass roof with an ATCO #1845 reflective emulsion coating or an equal as approved by Owner. _ An alternate to this bid shall be to substitue a mineral cap sheet for the emulsion coating. 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C,, -c ` Ac(, . i) .= , sib �4 ,cc.• ic-c....c-.)cz e sr• z = 7' s / - 46 G (,IS-c).4.4a . ( ,(..t I ,,) COL) L.CI- glib-MN 11� (Z45a�s (Z1� C.- C :., Ai . � i� ) W i�f � . ' `' ‘4 .. . 0-t-, rc,,,, , /(.. ' WNt-c.,.. . , '"4,4" , 71-wv. ,Pore.,. c). / .z. _. ts --e,a.N. 6-ft,.. ' r7 N`o �I' 44 fie. . t Z ; 4�` . Cis-1 tc,::2 . /1(.0 u-svic• CL % oo -( .\ kfLe. ,A t4 \Z4 0 ," it 12)00 N .. . .. . . .. -_ ods.• IA /�. 7�- Gc. 3 �o w l4�3 ��. f 1 r _ GENERAL GRADING SPECIFICATIONS ;. '` ._. 1 . It is the intention that these specifications present the usual and minimum requirements for the controlled grading operations to alter the subject site for the purposes of constructing a building and related parking. All work and materials shall be in accordance with the latest edition of the "Standard of Specifications for Municipal Public Works Construction" prepared by the Washington State Chapter, American Public Works Association (APWA) . 2. All earthwork shall conform to the recommendations stated in available soil reports. Grading shall include the clearing and grubbing of the designated site, the removal and disposal of all debris, and preparation of the ground surface to receive fills. The site will be adjusted by cutting and filling to the grades shown on the plans. The fill material should be evenly spread and compacted in 12" lifts to 95 percent of the maximum density as determined by ASTM Method D-1557. 3. Inspection and testing shall be the responsibility of the Owner and requires ample notice of intent to work by Contractor. The Inspection shall provide an adequate number of field density tests to verify that the required compaction is being achieved. 4. Contractor shall provide and maintain temporary sedimentation collection facilities to insure that sediment- laden water does not enter natural drainage system. These facilities must be in operation before clearing and construction. 5. Approximate locations of existing utilities have been obtained from available records and are shown for convenience. The Contractor shall be responsible for the verification of locations shown and for the discovery of possible additional utilities not shown, so as to avoid damage or disturbance. 6. It shall be the responsibility of the Contractor to obtain street use and other related permits as might be required prior to construction. 1 3).1..eczyr4AerosPrasRitqProstc) cast \( mLos �c�A I .z-' CERTIFIC ATE OF OCCUPANCY AITY OF BREMERTON BUILDING DEPARTMENT A, g.s. C ce, Ag BOWER TRANSPORTATION SERVICES kealed al 6020 Werner Road X2eirne/clan, 9ileg tingian !r1 Ce4afie4 Mal the 4tlaC&eete may ite acc�.faied uaihh ate frear#ibiana tithe Xa ddiny FA« Wade Me , g4e/n eitlan as herein fi aktae eae! f' TYPE TYPE OCCUPANCY CONSTRUCTION OCCUPANCY LOAD COMMON USE VN B2 84 Warehouse/ Offices wale: �i� d 1 gt. April 19,. 1990 =�,! "„' e2 te:4-Lp.,--_____ 1-4; a Aadittp Official Scott 0. Erickson This certificate must be posted and permanently maintained in a conspicuous place. rr L624 Permit No. 'Bus. Lic. /)<j 33e Li 41;e Li ;€91 C411:e�""' 6361. ' �'' �"C16'��'.Gj'g z C. Cij C Q;. Z tc- Ir:ZZ3 2 <C ( n c.. W a- "4 m")__.�-f._. `.C] _ - :J !1 co )t Q fl m