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1996, 04-08 Permit App: 96002219 Pole Barn PROJICT NUMBER= 96002219 APPLICATION ' DATE= 04/08/96 PAGE= 01 ****** THIS IS NOT A PERMIT ****** PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 14808 E 16TH AVE PARCEL#= 45261.2602 ADDRESS= VERADALE WA 99037 PERMIT USE= POLE BARN PLAT#= 003220 PLAT NAME= SOUTH ADAMS ADD BLOCK= 1 LOT= 2 ZONE= UR-3.5 DIST#= F AREA= 00000000 F/A= F WIDTH= 103 DEPTH= 125 R/W= 50 # OF BLDGS= 1 # DWELLINGS= 1 WATER DIST = OWNER= UTECHT, CHESTER PHONE= 509 926 6461 STREET= 14808 E 16TH AVE ADDRESS= VERDALE WA 99037 CONTACT NAME= BRYKER BUILDING SYSTEMS INC. PHONE NUMBER= 800 613 0485 BUILDING SETBACKS: FRONT= 43 LEFT= 10 RIGHT= 18 REAR= 55 ****************************** REVIEW INFORMATION ***************************** DEPARTMENT REVIEW REQUIREMENT BUILDING PLAN REVIEW REQUIRED APPROVAL: ENG PLAN DATE: 04/08/96 BUILDING SETBACK REVIEW REQUIRED APPROVAL: J LARSON DATE: 04/08/96 1 f HEALTHDIST INCREASE IN LOT COVERAGE �'�' ,- COMMENTS: ******************************* BUILDING PERMIT ******************************* CONTRACTOR= BRYKAR BUILDING SYSTEMS INC. PHONE= 509 328 0485 STREET= 206 W FIRST 2 ADDRESS= DEER PARK WA 99006 NEW= X REMODEL= ADDITION= CHANGE OF USE= DWELL UNITS= 1 OCCUP. LD= BLDG HGT= 12 STORIES= 1 BLDG W X D = 24 X 36 SQ FT= 864 SPRINKLER= N REQ PARKING= #HANDICAP= CRITICAL MAT= N DESCRIPTION GROUP TYPE SQ FT VALUATION STORAGE U-1 VN 864 10368.00 PROJECT NUMBER= 96002219 APPLICATION DATE= 04/08/96„ PACE= 02 • ITEM DESCRIPTION QUANTITY FEE AMOUNT RESIDENTIAL VALUATION Y 150.75 STATE SURCHARGE Y 4.50 RESIDENTIAL SURCHARGE Y 33.17 PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING BUILDING PERMIT 188.42 .00 188.42 188.42 .00 188.42 PROCESSED BY: JOHN LARSON PRINTED BY: JOHN LARSON ******************************** THANK YOU ************************************ - ` .2c6 ,? APPLICATION INFORMATION y_.5,74 /- a G /(/ • What is the JOB SITE address? ASSESSOR'S tax parcel number? t g-8o$ P /6 o��� r. (t-.5-1 �z6��f Legal description as it appears on the property deed OWNER or OCCUPANT)0Th Phone GNT- iiTCl1 T .a2-1.""‘ q6/ Mailing address City,state Zip l Y goy F l‘ SPd/e.0,7-e ire ffo Who should�� we contact regarding this project? y _J� Phone ,UrY e'r i1 urldjr, S�-1-7t-o11 l'M G l—gO 6 lg—9 4c 8 __C— What What work is being done under this permit? iet c ,Bu'lcLi„� Lone jrispeOor districtigm Property size Right of way width N to Water district. . a+ r O. G. Buildin Building height/ #of stories B i . l0 Contractor Dimensions TOTAL SQUARE FOOTAGE 8 ga9. Ail/1" -5)P".-C-7-4,11_( 72.2c. a 4 x 3 6 /' 76 of - 7 WA State Contractor license# Main floor areaUnfinished basement area BR lk i 5 S A©66 4i/ — ._._. Mailing address 2nd floor area Finished basement area Po $o_ fig Dee' kapie 1,1 .610 -- Architect/Engineer / /� Garage area Size of decks,etc. fief)i.e` L If o`$ 6e4C__. —.._ What is the heat source? What is the cost of your project? g .7(p r ,� Manufactured Home Sign 7 Width: Length: What is the square footage of How high is the sign? the sign face? Year: Make: Installer Contractor Wa State Contractor license# Wa State Contractor license# Mailing address Mailing address Relocation Fire Safety Previous address Fire Sprinkler _ Tent _ Paint booth_ Fire Alarm _ Fireworks display VALUE Contractor Contractor WA State Contractor license# WA State Contractor license# Mailing address Mailing address Fuel Storage Tanks ISwimminq Pooi (Circle one) Above-ground Underground Size/gallons Private Contents of tank(s) Size/gallons , Public/semi-private Contractor Contractor Wa State Contractor license# WA State Contractor license# Mailing address Mailing address COMPLETE ALL APPLICABLE INFORMATION Spokane County does not discriminate on the basis of disability in the admission to, or treatment or employment in, its programs or activities. • BUILDING EAVE HEIGHT BUILDING WIDTH Z 'o" BUILDING LENGTH 36 =o•• ROOF PITCH 31r z ROOF LIVE LOAD 30 PSF ROOF DEAD LOAD (T.C. ) 5 PSF PSF DEAD LOAD (B.C. ) WIND SPEED 10 MPH FRONT ELEVATION SIDE ELEVATION SOIL BEARING PRESSURE /Soo PSF IV-4,8. 0.14 •6002 UBC WIND EXPOSURE B POST ENCASEMENT TYPE 2000 PSF Concrete FOOTING CONSTRAINED? Fr r GIRT TYPE CANTILEVER OVERHANG FRONT - 0- I REAR - 0 - LEFT SIDE -0- R74 IGHT SIDE-o- ` 3� �L- Wq REAR ELEVATION SIDE ELEVATION �`�,oF^yti�e0 I 1.0i,' l' DOORS Doors Sliding Doors Windows Pass Doors Overhead _ �, O 18067 t�, 1_3d b$ j - ((o le- es' - ��s/�rsTE0 c? NAL DETAILS TO BE UTILIZED EXPIRES 12/29/ q 7- J PROJECT NAME JOB NUMBER C�k�NF CS TY STATE Ki4nif� (��4sc�rN�tan� FA clot.) I u-EGWr BRYKAR BUILDING SYSTEMS, INC. W. 206 FIRST P. O. BOX 981 DEER PARK, WA 99006 OAF NO.: 509-276-8024509-276-8142 C. , , a-, X ) Zi Li v. A L • ,_NIS '&• A. rl, , , ,q3c, ot, •v/6 t.... . 2 0 o 'et. 6'C' CC , x _ -44-01e- . Ail_ CQ(-(4 m NS Ill- b' P.T. P et , ! , . . , ! , . * -694-11 it- - : 1 (,I . •t. Pod i . Ai. dog/ , OA bsvi 1. at- ,. Le1 ifr r /5'?" it I i XI I i r ;' • , ii ' H N 4 F.190/I 1" UreCilr , i 41q, 0 x 3 X (0' . . I ' ' , • • • . . i . . i • , . , , Myr p wn PRE - FA& gm r" - TRUsS 4 :�''x r' Top ,..$0. ��1 ct+oRo TRisS 9LocklNG \ \ 11 • V C4 Am, rt. . )tgTR ."x G" $71.t8r1 pokLvis 1' 0.C. �''X3"="C!' at"X3„ BOTTOM EAVE VrRrs 8RA(INCI ctioRD rRuss i'x 6" GIRTS BCockTnrG 0 2-..7. f Brit — J-' Di. 1 51.4 BOLT TNau EAVE ;' 4EI 6N Q,C ;._ ZNTERI� Tosses t COLUMNS ( . P.T. C 9L I, l/I • `t jt 6"sAI of 61: d Alk, Ac., tlk C.G. s PSN 1 -;) P, � � �"X f'' P.T. #,ttBTIt :. : � :�. �______H SKRT �D.�ROS �o ��� FZNs� GAApE EXPIRE 131291f 7 '+" UP FRoM zx 8�� P.T. 1 NI t Sue-6—FADE SIZE of t-101ES! 0%«K 1i I N L 1 t I w17AL C ULATE I I1 1 1 FOOTING 512Ef OEPTH I I I 1 I 1 1 I ` _ i _L _J L - J _ L - 1 'rrPzcAL 1'JrLDINV WZT FIAT (, RTS, ....__._ -- PAGE-3 0 . . 44 PuR�Tn/ o TOf (} 'TOM ATTACH/'IE//T L't chPcau Bloc,'<�;v!, .....-_,.- - z,,.. . ... , , l_ iiii6 lieftai � .L.11i vi: ENO TRU$$ TO COLUMN '7 INTERIOR 11-A I LWqMe"L"-BRACNG :4).,G1TRUSS ATT4CH 1ENT � wasyti � . 1. 14. To END T y GOLUMN 7' - I Pi_:, ,. 14' , / , cok,„,.",,,,, 0 _), ,..., * sTEckso e s/DNA.,LJ ft 21)46‘f GIRTI To coLufriALS I ! i 1 EXPIRES 12/29/11- 1 rk is] 25(8' P.T. TO COLuMNS n suis BRACE /' 1 ► 1 _ _ , 1 1,416_115,1=41„. I L.. S_F=L- PA&E-'f „.,-'-0', -'N,, 4 . a S I'y NQ �Q � 6 Cr Kv v,7. COLUMN `11 b and Or b X & 6 - 10 k NAILS '+ + + r L X 8 P, r. st.2. _ _ EA._ END + i +1 _ — — -- - _ ,I + + rr �/\ FtNsN I 4 + *� (0008 5U8 k4 G GRADE ” VRADE '1 _kff_k_1,'_=_,1! x P #.Z P.ri rQ .Ot-U 15 :g. P.T. CocuIAN 106 a,,i, or 6 X 5 — 10 A NArLc xX itil EA. ENO - )% 4 lk-JUL e_i;113 , axe it/ GIRTS 5c ole .1_''- 12 x b ' T QT S rQ r OL a M eS < 3• TOP cKORQ BOT rc ''I c tORo + 1 + t PKE — F A 8 + ♦ 1 TR US$ N— 0Q + ► AILS IN + fi t Russ ♦" + ��E -34� t f + P. T. Lo!. 0 N `�2�0 ^�62� N t -f- + if by w •1 N ♦ 3 , H Q ,- t ~X 6" BEARING BLOCK j �o* �� ' mJ ©- W_ 4- + + s I N 81-0c '4 6 ap - l0 NAzL1s � . n. ill + ;, f f K6-4 b,, RALe,_ ATTAC TW Fin TR(l 5 To Coy-u.Mti_ 314. PRE - FAB TRUSS P.T: COL uMN 111 'tJt6 aftl)ot 6xb axb''-- 8LOCIK s6" -E. 8eTIoin OF TRuss MI TO TOP OF C,IATS sate 2''-i' FMD TADS TO GORNEll _ C O c y.M N__ -- — - — PAGE--6 • ItS 1401D CAVE GT RT s TOP c HORD Down WITH S t OPE of ROOF 8OT7-or1 cNORD PRE - FA 8 + fi raussE5 /f, + �Q s N 6 - J D pA/ARS s " a( 1/6 wIN TRUSSES I.— EA. 4 BOLT WITH WASHER � � aTHaU - Muss, coLL4 1N TRl'` . . �' P.T. C. Ot-uriN 'txd qn/dor 6X6 Sate_ ,z"= 14 „A'TACl/-TN(7 INT ERTO TRU.SSFs A ' L. PRE-FAB TRUSSES NorcH TRUSSES rIMA v./To P.T. C.01,-14/1/1, 4'' P. T.146" GOL.un /,, 6" ' &A/, or 6 X6 6" WAY wAEN usING 'X6' P•T. NOTCHING INTERIOR TRUSSES Scale z 1 .TQ YX b and, i'� �xb P. T• COL /fii✓S pAvE-7 ifia 4 5/ 1. PRE -FA8 r4=' . T Russ . 100111IS 140,p.c. vti ‘P. � � lOQNATLSri 0 TO ENO OF PUALIN rt E �� d:k b"- PuRLINs ��o�, • '�� �. N " �c rr 1,w'"- O.C, . -o, 0 N SAVEtf - GI RT ` . ° Z � P.T. COLuMN o Lv n > " c 164"tinI r `1)(6" 0ti1s c � be Oa;• V► Srale 1"= Z' PURLINS TO TRUSS ATTACHMENT; yi i 4(3" TOP C NOLO Muss 8LoaTN6 01.3( 4" PuALTN � „ arx 6" P uRLTN x°. .. x 144°-l011 1 NAILt I 1\ 7 LU•1x6 HA/Y(EP. Lu-Axi, pf E-FAO HAIMC R 'MOW .---P.T. CoLap,v �� Y xG��o,4ev- b �l t. Scale a": 1I HANGERSIt Pr/RtJ..NS Alr,4 c HM ENT . PAGE- 8 o� y N Q C /-ii► ^ W , N , k� a'�' O � Q r z .' C i �- - >D0 NATLt TNRU 1"x31'AN(' ..,f.;��bes 4(<, w • E A Barre'+ coon Of ritUs3 fro AX 3" . IIINIMIIIR L-11MaNG ' i 1 1111111.1111111111111111111111 *A �= BOTTOl+) c ooRD x X 1 B LOcKTNG 101 NAILS PRE -FAB rRass e$ Ea. TRuS$ Bor7OM c HOBO o �� Stolz 1„_ 1i BOTTOM RD CHOI_ BRArzNt2 Yrt- i aX3�,L- 8RMCIAi& � x x 9.- loa x ! I NAILS 1 1 1- Oil —4' .4. il 10.0,:..o.c. 31 lop. NNTL5 Y i-'MSNselvr1 eETidEEN SPLIC.&5 tRdsSEN OWALL COL limn/ 807-TO/41 c NORD < Oil On//Or 6X6" ss,ic.......tI.Z `��ll dRAe2NG ro EN01d/ALL COLUMN • PAGE-10 1u((c- , 6 TPP CHoao rauss t�. " y SLOG/GIN , 2.X 3 BETWEEN „ ' Muss ES - 3 y + i F* ` 'j• rk- Asks "--.!(;411- '• • \O�N� �� '� 2G 0 0 N �x� PRE 3 qpit, y z w �� Thus ' -- Q` O CC 1} K — ' CHO ' ' �� •ed1s �� X 1f• , 4 Crw 1 rX �-IQx 4 \ 10{ MAXIMUM rill" gprroM P.T, COLUMN SET tdEEN BOTTOM C11040 BLoTTOM E Y'xi" ad,o► 41x C- c o oa0 OLOcKING ONG .•••-•..^- TNTERTOP TOP + F�OTTO M HOi3I� Sl.[. j.": 1 latiligjok ALOCi<Z[a 6 A:L. TOP OF 1 PVaCTN RIDGE TRUSTE S PuRLTN . M PRE-FAB w TRW i/l .'' 11111t, EAVE Grier P.T. C O L UI1 N 44,�. Y'ybe�/lor 4"X6" J''^' ant?" TOP CHOAO /w{xZMuM PoR1.IN rauss BLocLTivG 3" FROM TOP OF rAussES scale 1'"= 1l 7" P DR R SS LOG A/1 err PAGE- 1 f - -- - -— C - I 3 -L.4. s ).& tlib / .. .r, 0 i 1°‘ C t i) az i• R I c _ LI . x . 0 . re, i . r Tic fr 4 . I.t • . ,t It . , I ? !, W * . . / : i649 e._ 4 / 1 ti� orf, coo ,i tai r1E:G�s[7 b��worrt = iw ' — .. 14 12 4 / I To NJ Ear G IY Gorne.rs scrr 4Y • �sosPp� ' Fo �?c , Gi GISTS v‘ 6*1OJAi- * . . e W. .\,,_ VVV • [III rit. ie . IllaEPES ---....4. Allillik-?..40 2 )I6 SAVE Girt t --H. .. 3 �,;�. .r m H ...1N. N cri Pi T. 11-1( ;xis.I41 Nj(X6 ____...1_:› ,°/ .1'.16' „ X COLUMN .__, . ��,�.�pF w 2X6 G/i7�' :e-: I I+ l44, yr . Bock--->t[- 21 _2X 6 --ti k NEER A�r�x - - - - sr - - - - LI x x ON MIN M 4/ 5-0ANATO r 2. AL C9;*1- 5 Iyr 6U all ,•' 1'1 H E40R 1011.11.-•;-_-4 as — 1.=, Q � r +4. I 2 G:ft + h = Ir{ Jr � + + o W p,T. C 01-1111 11 (Zo = . a I. _ S -/012 /YAILS + 43 .2 x 6 f,i�T +l�`- ALL (,ir7rs } �'+* DOOR TAM 1n/20T4 I++, .2xg P.T, I + , + ', I + + �4.4� I I TrPT GAL WALK IA/ nOOR DErAT L. 9 oc. fl to x Iva" 5crc14S �r liadi0,3 !d oct A ' �yoc. • WA iVWAS,,lIX ilSaws �c�y "r- b. ^: (� CC O 18067 14 et% 10.0 �saim s/ONAt- .-. Tyilal GPL" Delp; � � � A> EXPIRES 12/29/p�-- «(es CALCULATE FOOTING SIZES FOR 7-4s-0" SPAN BAYS WIND SPEED70 MPH SNOW LOAD 30 PSF UBC EXPOSURE LOAD DURATION FACTOR LDF = 1.333 ALLOW 1/2" MOVEMENT (Constant - Table 18-I-A, 1994 UBC Note 3) ASSUME ALLOWABLE SOIL BEARING PRESSURE (SO v PSF (Table 18-I-A UBC) BUILDING EAVE HEIGHT 10'-&' Ground level to top of wall BEARING AREA ROOF LOAD = SPAN/2 X BAY SPACING X SNOW LOAD + DEAD LOAD icc;cot' 0 % N = ( 24(Z ) X ( l Z ) X ( 30 `I- ) 1 3 1w .+;\. i Q.. + = Sly¢ POUND• Q � il �—�.� .j wp :41 O WALL LOAD = EAVE HEIGHT X BAY SPACING X WALL DEAD LOAD >, 'k'ee escc = 4-?v POUNDS �l�tr��'+ '-C�p• �� w _ ( ID ) X ( ( Z ) X (3.5) TOTAL VERTICAL LOAD TVL = ROOF LOAD + WALL LOAD TVL = ( S( - ) + ( 4 o ) = 3-66 4— POUNDS ASSUME 3'0" POST DEPTH ALLOW. BEARING PRESS. ABP = ALLOW. SOIL EBEARING PXF(ASSUMED DEPTH - 1.0) X (0.20) ALLOW. SOIL = (JS(k) ) X ( 3.0 - 1.0) X (0.20) + (11500 ) = Z(O0 PSF PIER AREA REQUIRED, PA = TVL / ABP, SQ. FT. = ( 5604-- ) / (2-(00 ) = Z41 FT2 PIER DIAMETER REQUIRED, PD = / 0.785 = V( 2 •(07 ) / (0.785) = /• g4" FEET JS(cs CALCULATE FOOTING DEPTH m .co 62 N Cn WIND LOAD, p = Ce x Cq x qs x I = PSF, where j �o �-�� o W p = Design Wind Load, PSF e Q Ce = Combined Height, Exposure & Gust Factor = 0.62 for Expos - 0, s 0� `' w Cq = Pressure Coefficient = 1.20 � R qs = Wind Stagnation Pressure = IZ`4° PSF I = Importance Factor = 1.0 p = ( 04'2-) x (1.20) x 07 .(0 ) x 1.0 = 9. 31 PSF MOMENT @ POST BASE, Ms = WIND LOAD x BAY SPACING X EAVE HEIGHT2 = _ ( -5(. 37 ) x ( / Z ) x ( (0 )2 = (C-05-•s& FT. LB. 8 S = ALLOWABLE SOIL BEARING PRESSURE @ SURFACE = 2 (LATERAL BEARING) (DURATION INCREASE) = 2 ( 1 50 ) x (1.333) = 4- o PSF (Table 18-I-A, 1994 UBC) EMBEDMENT DEPTH, d = 4.25 Ms = y.25 ((dvS fv ) = Z "M. FT. \' S(PD) 400 ) ( 14-4-) Y USE I ' (0— DIAMETER X 3 '-O" DEEP PIERS /C\ -.)339 FRa REAR PROFERrie 1.,iRE NyA ` FL.E ,,i I I3LD&.. *)),i- J' ai �o � , d- V 4 -= ' -----ii 01 . ADDRESS: /7c/zP. /G e, ✓ ZONE: !-/ _ 3• S-' n ROAD WIDTH: 4 o �� FRONT;._FLANKI G. COMMENTS: I 1 REVIEWED BY• i'%%lam , �,1 . r-6V 4 . <-- I ic-3-.. ---- . • �Roryl Housf._ ' 17 H-005 FRo rn 4,/1/ E, ILI(6D 1 7- 1 ROFEZrY 13-t E--9 ii,_ .rt_i___,_________ \ i ( h " g1 C4 l4ef1 63 . , 1 ct )--koi 3TREET' 3 4---'' iq VE STR WO H r t v 1 The telephone is .ne of the most useful inventions man has ever mad- ..therefore, it is important that everyone know ow to use it properly and effectively. Whenever you use the elephone, you become the company by what you s. and how you say it. When your voice is warm :nd friendly, when you are courteous and tactful... ustomers will enjoy dealing with you and your c• pany. Just remember. how you han• - each call affects future good will which often tak:s years to create but only seconds to destroy!