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BLD97-0262 RAP9225 SFR, Garage - BLD Permit / Conditions - 6/10/1997
MASON COUNTY Mason County Bldg, III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 B U I L_ U I N G PERM 1 T FOR INSPECTIONS CALL 427-9670 BETWEEN 5pm AND 8am 427-7262 BLD97-0262 PARCEL : 1231714OOO5O PLAT : DIV : BLK : LOT : JOB ADDRESS : NE 2321 OLD BELFAIR HWY BELFAIR OWNER : JAMES COTANT 275-2547 CONTRACTOR : LEGAL : TR 5 OF SE NE CLASS OF WORK . . :NEW BEDR : 2 .BATH : 2 TYPE AMOUNT BY DATE RECEIPT TYPE AMOUNT BY DATE RECEIPT TYPE OF USE . . . . :ACC STORIES . . . . . . . :2 OCCUP . GROUP . . . :R3 BLDG . HE I GHT . . : 0 .Oft IPRMT STFE $ 4.50 TN 06/09/97 44623 IEHCP S 26.00 TN 06/09/91 44623 TYPE OF CONST . . :5N FIREPLACES . . . . : O $ 550.50 TW 06/09197 44623 OCCUP . LOAD . . . . : 0 WOODSTOVES . . . . : 0 IPLCK $ 275.25 TO 06/09/97 44623 DWELL .UNITS . . . . : 0 PARKING SPACES : 0 PLM $ 46.90 TW 06109/97 44623 INSPECTION AREA : 1 SHORELINE? . . . . :N MCH $ 37.00 TW 06/09/97 44623 TOTAL: 940.15 VALULATION: 0 SETBACKS-------------- TOILETS . . . . . . . . . . : 2 FUEL TYPES---------- BOILERS/COMP---- MOBILE HOMET- FRONT . . .N 85 .Oft BATH BASINS . . . . . . : 2 0-3 HP . : 0 REAR . . . .S 12O .Oft BATH TUBS . . . . . . . . : 1 3-15 HP . : 0 MODEL : SIDE ( 1 ) .E 11O .Oft SHOWERS . . . . . . . . . . : 0 FURN < 1O0K BTU : 0 15-30 HP . : 0 -MAKE------ SIDE (2 ) .W 999 .Oft WATER HEATERS . . . . : 1 FURN >=1O0K BTU : 0 30-50 HP . : 0 SHRLINE . O .Oft CLOTHES WASHERS . . : 1 FURN - FLOOR . . . : 0 50+ HP . : 0 -YEAR------ AREA ---------------- KITCHEN SINKS . . . . : 1 HEAT PUMP . . . . . . : 0 LOT SIZE . . : FLOOR DRAINS . . . . . : 0 VENT SYSTEMS . . . : 0 EVAP COOLERS : 0 LENGTH : 0 BUILDING . . . : 369Osf DRINKING FOUNT . . . : 0 VENT FANS . . . . . . : 3 HOODS . . . . . . . : 0 WIDTH . : 0 BASEMENT . . . : Osf LAUNDRY TRAYS . . . . : 0 DOMES . INCIN :O -SERIAL#---- DECKS . . . . . . : Osf DISHWASHERS . . . . . . : 1 AIR HANDLING UNITS-- COMML . INCIN :O GAR/CARP :G 264Osf GARB DISPOSALS . . . : 0 <= 10000 cfm . : 0 RELOC/REPAIR : 0 AT/DT . :A URINALS . . . . . . . . . . : 0 > 10000 cfm . : 0 OTHER UNITS . : 0 MISC PLM FIXTURES : 0 GAS OUTLETS . : 0 ROJECT DESCRIPTION;SFR,GARAGE & STORAGE ROJECT LOCATION: IIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED FOR A PERIOD F 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. EVIDENCE OF CONTINUATION OF WORK IS A PROGRESS INSPECTION WITHIN THE 180 DAY PERIOD, FINAL INSPECTION MUST BE PPROVED BEFORE BUILDING OCCUPIED, MNER OR AGENT: DATE: ` q 7 LO_PRMT, rev: 03131/9 COMPLIANCE TO ATTACHED CONDITIONS IS REQUIRED P�oN.sraTFo� GARY YANDO,DIRECTOR s DEPARTMENT OF COMMUNITY DEVELOPMENT u N Y �? PLANNING - SOLID WASTE- UTILITIES ov 0 BLDG. I • 411 N. 5""ST. • P.O. BOX 578 1864 SHELTON, WA 98584 • (360) 427-9670 DISCLAIMER/WAIVER OF COUNTY LIABILITY: PERMITS ON EXISTING LEGAL LOTS OF RECORD, LAND DIVISION APPROVALS, SHORELINE PERMITS, VARIANCES, AND SPECIAL USE PERMITS: The undersigned property owner is aware.of the uncertainty regarding Mason County's development regulations created by the Growth Management Hearings Board's Order of September 6, 1996, and in consideration of Mason County's willingness to proceed with processing of applications which might be affected by that Order, the undersigned property owner hereby agrees to waive any lawsuit, action, or claim for damages against Mason County which may arise out of Mason County's actions in acceptance, processing and/or issuance of such permits or approvals (hereinafter"permitting actions"), which damages arc attributable to the County's decision to take permitting actions despite the risk that changes to the County's development regulations might later make the County's permitting actions invalid. Date ' (Parcel No. or Legal Description) Property owner's signature(Notarized) (or the County may accept the signature of the owner's authorized agent upon proper proof of authorization) ACKNOWLEDGEMENT CERTIITCATE (INDIVIDUAL) STATE OF COUNTY OF On this _day of , in the year , before me Notary Public, Persoruffly appeared personally known to me to be the person whose name is subscribed to this instrument, and acknowledged that he/she executed it. WITNESS my hand and official seal. For County use only- Reviewed yap I' on 1 Notary's signature ate) My Commission Expires: Staff Initial: �l'' v APPLICANT NAME: �O� 1� E.DAT •BUILDING PERMIT CHECKLIST �] SITE ADDRESS If site address has not been issued refer the customer to Community Dev. ext 291. f Eg" FIRE DISTRICTS Please make sure the fire district is included in the application information. Refer to map located at counter. ❑ DIRECTIONS TO JOB SITE Needs to be as complete as possible (i.e. major roads, is house on left or right side of road, etc.). Be sure to read for clarity (Landmarks, signage, owners name on mailbox, etc.?). ❑ LIEN/TITLE HOLDER Who holds the mortgage (Bank or name of private owner holding contract)? CONTRACTOR REGISTRATION # AND EXPIRATION DATE This information needs to be provided. The Building Department may be able to research expiration information if customer does not know it. We must have a signature in 1 of the 2 boxes, either the applicant or the contractor. ❑ SEPTIC RECORDS New systems must have test holes dug prior to submission and Septic Application must be filed and paid in full. A B WATER COMMUNITY PRIVATE SEPTIC EXISTING DESIGN APP. _ V DEV REMODEL NEW STATUS IS THIS A REPLACEMENT UNIT? YES NO IF SO: MASON COUNTY BUILDING PE IT APPLICATION SECTION #5, BUILDING SQUARE FOOTAGE, MUST BE FILLED OUT COMPLETELY. AND: SECTION #6 MUST CLEARLY STATE, "REPLACEMENT UNIT" PARCEL #/LEGAL DESCRIPTION Parcel # must be included. If number is not available contact Addressing at Ext. 291 BUILDING SQUARE FOOTAGE Clearly show existing square footage and that of which is proposed. If there is a garage, verify whether it is attached or detached. Include square footage information for mobile homes.(ie. 10X20=200 square feet.) 'El USE OF BUILDING Residence, garage, greenhouse, designate if it is commercial. W DESCRIBE WORK i d C (i.e. mobile home addition, addition to a house, etc. . .) ❑' TYPE OF JOB MAR 1 1997 Verify appropriate boxes are marked. Cyr "�'`� �+(�(� ('� t AL.l I � S�-RV�V E' 1 pppppp ALPHAHMO*a o.CONTACT STEEL BELLFAIR, WA. 98528 - BUILDINGS SITE ADDRESS: NE2321 OLD BELLFAIR HWY. 1724 COLE STREET /ds ' PARCEL NO.: 12317-14-0050 P.O. BOX 859 ENUMCLAW, WA. 98022 ALPHASB117PU 1320.85' t `2 j PROPOSED BLDG 44'X!i0' 110' ` 250- j f EXIST. S/T / j L do DRAIN FIELD i ..... ... . ALPHA �R0M1E� P o.CONTACT . .-- ST E EL BELIFAIR, WA. 98528 - BUILDINGS SITE ADDRESS: NE2321 OLD BEUYAIR HWY. 1724P.O. BOX STREET /0'� ' PARCEL NO.: 12317-14-0050 ENUMCLAW, WA. 98022 ALPHASB117PU 1320.85' PROPOSED BLDG 44'X60' o `-4 250' v EXIST. S f T i dt DRAIN FlELD JoHnson COASTLINE ASSOC Fsib'G3/�olZ� 2911 Bond /� Bate Suite 201 v Job Number: Everett, WA 98201 �\ (206) 259-6071 Everett w n (206) 362-6884 Seattle v b Title: Cps lAG/ Loc —" To: We are sending herewith: CoQies Description For Approval _ Take Appropriate Action For Your File As Requested Remarks: JOHNSON/COASTLINE, ASSOCIATES f l JOHnson '2�6 COASTLINE ASSOC PROJECT NAME ( �Yl �' �yi IC7r✓la - J PROJECT NUMBER /q 7 Dl-/q-1 LOCATION CLIENT DESIGN CRITERIA CODE LIVE LOADS FLOOR 71 SNOW ZS r WIND 84 M,PH �kh l- SEISMIC Z 4 - DEAD LOADS 477 ROOF �z FLOOR SOIL VALUES / BEARING / ►, LATERAL 0 EBB: 4/10/ CALCULATIONS APPROVED BY: T ? DATE: 3 to �� STRUCTURAL ONLY co C— Z �� OL. q I1 II �i' 11 V�+ OT k LA -1 DBL PRE-MF& rKuSs BY 0MRS to O P8L ME-1 IFG #V OPA KS ►.� '� v D m Pat 2 x 12 �F cr m O t��l 3 X 12 1){ 33 { m co m # --� �0f y O� 1 �klzvcs- � J0, Hnson co ,AS OC I 2 X 11� HF�12 AT I 1 f I � � 4 � ra 0 N 1 I ' i FLOOk PLAY JOB NAME: CO,UTACT POLE 81 nG- JOB # BY: rAA CHECKED: DATE: 10 SHEET 3 OF T JoHnson Co ,ASSOC. 18 MIA/, z x 6 )4FI2 PURLI AIS (rs) 160( L'DX VAILS 'TOTAL S7A666A SIDE ra SioE, RURL/ / SPLICE DETAIL _ y 2.7 J0, Hnson CoASSOC. LATEkAL C1qLCULATIONS pA�AL g�vcr �x5�0 F- �UJ?r P= c,c.q I LEEW ARb W At_: = Co•b9)t0.5 X I�.y�(Il = �,7 Psi IECWARD RoF1= _ (a•�`tX 1.2)�16.y)(1) = 13.4 WINDWARD RooF = Ca�t)C0.3)(16.4�C+) = 3.4 Psi WINDWARD WALL = CO�s�(0.8)(16.4�C1� = 8.� Psi 25.b7 ti 2 Fort Y�ihawarc� Sine w - ( 8,S)(12-) = 102#/fit _ 3w�g = 3(I OZ)(1$.33) = 701 ze R = wl�$ = 10208 33)�/S' = 4Z84 = 51408'�" o Y = 19.33)(103) 116 7 Qo�fi Leewo.r�, Side, IS 34 272 �� 6,33)(68) -467 = 7r at COST WINDWARD CONTROLS JOB NAME: c- - L-I>C— JOB BY: CHECKED: DATE: SHEET 5 OF J0, Hnson COAST,TLNVE.ASSO . POST AT TRV55 - LOAl2 CO3t`T'kArc,V5 J) W+ 4 L + Y 54XW M= SJ 4 u rs F = (+t Z)(to+ 5740* V= J4, = (' = C� `(JpT2``(121= 9240= '77R ti I Y PF:2 1 136 PSI 43 PS < 36 P51 :. SEE A 64ED Cll e- A UL) �X•'F!;�t`,u�FP ��. USE 6X S DF.::I- l i EVD wltrNoUF UPPER FLxk ur= (8.5-XI l) = 54 '/>:r IN= 4C t8.3?,)%g = 3' $ = 17376 LG J P = (11)(7.5)(10 +`51)= 1856= �DR<Jt=R PoST tv�T4c9vT vPp�� =��F .,4E 6x6 DF y JOB NAME: JOB # BY: 16A CHECKED: DATE: SHEET r OF T J0, Hnson c0,4s .Ass0c emo POsr FLGvR ur_ '7j- 12,a4 3.23' 16.17 6 K6# 608 I 1g9 IC16 9�z :$o 'I i fat 7�/J Nl UPPER P05T LG + P LC z L P = Zg�as - 1,t6:C5o3 = a48 JOB NAME: Cd"T. cam' -?a c.E —JOB * BY: TM CHECKED: � DATE: 1e SHEET _ OF J0, Hnson COAS-rl�.ASSOC. DISTRI EvTIOAI V Eu0 WALL V= 2,5(701 +167) + '7,33(3.4+ 13.6)(30) = 6658-t Ar = 6658/¢4 = 151 PLF .', METAL 5-W, + P067-6 W,K. t>`1VE (SIRT SPLICE 70 +467 M_ 2 i2 (6o)2/9 = lroo It _ 2270 < 2710w v S1Mr"�CA/ I�15-27 G IRTS T-&+er AT 48" O.G. (ffF712) M= (68)(114)19 = 1124' j' y c12r�)(aa> = 4n8 2X4 14Fzd -LAT Fv' _ OS)0-6) = IZOPS1 2x6 :fF 1768 "51 ,IT, 7.�e + z(1.31Z _ 10,is in 13188/lo•18 = 132S Ps! < 1720 P51 ,', C9,1;, Yy 33P5 i J, G-IRT TO POST COVA15-CroA/ 2 16c( TOE ,UA1L- Z(108)(. 33)(5,16) ? ;6at 1U EACU FACE (W1lIc.#AVAI) (=)(2)(I.33)0S)(Z) _ 37L 568 > 1'6-1 TOE VAILL001, F,4 C H S I DE OFFOST aj (s) i&) Toil FACF luro P05T EACa 9JVD JOB NAME: C o�T� G`i- o L 3t_D JOB # 0-0 BY: T CHECKED: DATE:3 10 6 SHEET OF 2-7 JOHnson COA,STL.N•,E.ASSOC F L00R GIRDER (,( ("0+IS) = `150#/ft M = Cuso�C►o.$)2/� = 62o2'# = 7y,4iy"# V = `i50Ctas/Z) = 23/.3- T9,y Z,iZ HF#'Z Fb = g50P5f F = 75 FSI 977 Fv Nl� 7 6 �SI c TRy =t 1Z DF 1 �b = 10 00 PS I 100 8 Q�I x l 000 �_Irl �TL ' Z2.S(i5D)CIO.S)y�C1.7x10�)(`115.3) _ 0.17 => L/741 < Use Hx(2 _ DF:�1 �>_ooR a�sTS' AT 1�" o.c,. w = "%z)(C.0 - IS) _ 100 A+ M = IGo(il.$)i/s = 1653 - = IT_534 "# V= ( 1o0)C0.62)(12-) = '749 RY ZX 10 1dF Z_ 01- 1G" 0.C. F•6 = 85D(I.IS)C !•!) = 1�75?St = ta83G�z1.39 = 727 i C 4075 S, QK �rL _ (Zzs�1GD)f N.���►•3Xlo�)(43.93� = D.31 tit � %45 /,60 `• �.�. U.z ZX10 HF 2- JOB NAME: r G't" ?0 L-r- JOB # BY: AR CHECKED: DATE: 0 3 ay `?SHE ET_f) OF JO* Hnson COASTLJNE,Assoc PURLING AT Z`i" 17 w= CZ2i 25t5) = 57* At tir— i RY 2x(o HT *2 AT Z'1" 0Z. �b = Ny o psi './7s6 = 1330 psi < I`iia0 b JK c�aa 5� "i "Ci12 1 v L �80 OK 47.5 /�t 6"s) = L L or = 0.53 ;�. =7 /z;o G /Ztio ' Use Z x(n 2 od 24' or-. ROoF G I RtE iZ AT E= 4b yJ A L-LS Zla3;"/�t M = (z63)(10.5)'_A = R7_10* _ 43,988"# 2 12 �F2 '7s(lJ5) = g7 ^�b = `13ygg/31.fo f 3�y pS� > 979 pS' 1 G �V = 1381 ?Z Psi 87 1 1 OK ($5)(1,16)= 100, x/ -Fb = 43+eV3144 = 1374 PSI < O.K -Fv = 1301Z11,89 = 82 P`1 ,6TL _ (22I gXlo�Y�77.43! = USE 2 X 12 D,C S.S. JOB NAME: Co �T�C-� I�oL<c aL�G JOB # BY: Ae CHECKED: DATE: 03 o 9 SHEET)(3 OF — J0, Hnson co .Assoc )UMIOR 909FC4DER QJV6J i 1Ot/ Ppp = (0.4-cf 7 6.4)(1.1)(12) = I-7gz:d AL UPL I FT = I Z -(2/3X660)= 1352 160( ((08)(82)(J.33)I) ?51,,Vq�L 135�/IS = II.S TRY C2) '/14%0 ,3Gl.75 I ' I 1 s 6 r 2 x 6 X;3 H F 3L6r,<.'a16- 'N/ -TR!165 TO POST c0t1t19:7'i0,V Pk = (4%s)(I2)(s� = 13ZO SiMP<_oA/ L5�0 470(1.33) = -( `'�� = 1782e� (Z>OS- 1782)/11$ = 7.5 USE (3) U5E SWMp, AI 45V -I' (3)-14d 1V,41L5 % col BOLT 11v JCU&,E SHFAk (mo)(1,Is)= 3358't 3(3358) = '01074* > 1)2 4 04 V5E (3)-/" ,e 74oe y JOB NAME: Go►�7�-c'j' �o�.C— C�='> JOB # I BY: CHECKED: DATE:-3/lt0 T SHEET_ OF j6HnSon co ,Ass0c. TRV55F-5 6Y OME - -_ .. _._. . 51MI�iV 1.590 F.�GN SIDE of _.__ _'___.._. .._. _.._ k/ LOIJ& L FG - Cs) -ibd (Tvl)�) . I 2.5 6" POST `• �✓/ C 3)- %s "� �c 7 THRU DoLr5 ur/,vvT � Q- MI WASHERS. � z SlMf-�50k1 LS 10 POE; 1 �9 THRV Igo!T5 JOB NAME: _ ^'� ��' L �t-1�G JOB # BY: -F/\A CHECKED' DATE' �� SHEET �Z OF J0, Hnson COASTLJNE,ASSOC- I UTE R 1 oR RCOF ELERS ur= (6)(25+10) = 210-4/L7 M= 210(ro.s,)�lg = ZVI `' = 3 4728 '`lt V = alo('Vz) = 11ss*- TRY zx12 pt=zmt -F�= 34azs/3r-64 109� FV 103 PSl < Ioc! ;'51 2l0)(10. y,,'�'.;X pb ('a;" } - 0.1q In k6� d�'<. V 4E E1VD P06F GWOEP TO Gr'T yUOW ''rVtl pL = 01)(75)(s) = 41- r vPLI FT= 1120- 16 0( (14��(32�(1.3 3) = 118 A/AlL 84%/g = 7. 2 USE °3 Tt?TfI L. 21 W,,,"joZ = 28.3 A14IL5 i 1 I I I (q a -1�d Tq RV FA,'E VTJ • POST"rAGH 1=�/D. i 2x 81.a hV& w 21 - 16d JOB NAME: AtGT ?4)L 4C JOB # 2 7— oti 9 — s TO BY: CHECKED: E-7 DATE: 3 SHEET_ OF Z� JO* Hnson CONSTL.irveASSoc FLOCA GIRDER TO P651 6OUAIFCT1041 P_ (11)(I2)(15+60)_ 9900't %g"jg eOL.T /v ©OVOLE 513EArE 310O */aoLr 24" LoA/& yF 43l 31GLK EA. SIDE c��'PGST �//E3) A 307 TW Il BOLrS �VA5HOS. e� i 0 t �lw50tl A457-27 57?.4P ACcA055 FL&OR GIRDERS 0 • JOB NAME: G�N"` �T �o �-��, , JOB # BY: T^ s CHECKED: DATE: 3 SHEET - OF T JO" Hnson COAS"i"L.'IE,ASSOC 1/G 6ay5TR/NUED FfGS M= 4284121 V= Ilbqt, h= 4284fr16g = 3.47' TRY 2'o FTG PMAX + ()2)01)(IS460) = 14S10 ASWM_r 4' DE.P ql ow = 2 060 i! + ' - (.' = 3 2Q7 PS r ;1C1)2_ 3,;� 14SZ0/a,1a 4624 v<r > 3200 P5:= A= 7r(I-215)�A= S.g� lTJL�,T.�j ' 240� Pn a"Tif/ �, r r•1 ✓, \r TRY .of X 4.5 DF.5 p +• �ZC� T )� 2.7f l b= 2.5 s= (2Co)(4•7f,/S)S►.33)= JOB NAME: CON-TACT ?oL4--- JOB # BY: -1 CHECKED: DATE: SHEET /�/ 0F Z J0, Hnson COa,sTUNE-EASSOC. s.67 �a 22� O CP Wit/ = IDZ -V/rFT i Rc*P� 9L= (12)(15)__ 180'./PT rLVOk LL =(14)(60) 20 5,�fT JOB NAME: C-< G 7' 16 LC- JOB # 9 7— a ti g " [cs0 BY: 'Tl',\ CHECKED: DATE: SHEET SHEET IL OF ..,•.............:,:,,,:,,.,,__,_______ _ ___ _ _, 531 11 sta mom z end mom z 3 POST 4 -14.5200 -0.0002 -0.0070 M-STRUDL BY CAST / REV. V2.90 SER 3909 TINE 3/10/1997 11:00:13 541 IB sta mom z end mom z 28.5000 -14.5200 -0.0002 -0.0017 I L I C E N S E E : Johnson Coastline. VA 55) unit in 57.0000 -14.5200 -0.0002 0.0036 f TITLE: CONTACT POLE SLOG PAGE I 1 56) material property SS.5000 -14.5200 -0.0002 Of0090 .:.......................................... ......... _... 571 wood a /300 at 5 -14.5200 -0.0002 0.0143 581 member property MMMYNNXMYMMMM NNNNMNr MMMMMMMMMMNM rNN....MNM.NNNNMNMMMNMN....NN...XXNNN... $9) DOft a% 30.2$1.76.26 1 2 1 4 5 6 7 8 9 10 4 POST 5 -4.6200 0.0001 0.0143 N 601 rafter ax 33.76 iz 356 ll 12 13 14 37.5000 -4.6200 0.0001 0.0107 .TYPE OF THE STRUCTURE . PLfVE FTXAfE N 61) jst ax 78.76 iz 830.6 IS 16 17 IS 75.0000 -4.6200 0.0001 0.0072 w RESTART STATUS NONE GIVEN N 621 stiffness analysis 112.5000 -4.6200 0.0001 0.0036 .DESIGNATED UNIT$ : KIPS INCHES DEGREES r 631 unit ft lb' b -4.6200 0.0001 0.0000 «NO. OF JOINTS DEFINED 15 N 64) load wind w NO. OF NENBERS DEFINED I8 N 651 member load _ 5 POST 7 -14.5188 -0.0000 -0.0000 .NO. OF PLATE ELEMENTS DEFINED 0 .M 661 1 2 for glo uni w x 102 28.5000 -IA.SI88 -0.0000 -0.0000 X NO. OF DIFF. NATER IAL DEFINE. 1 67I 9 10 for glo uni w x 68 S7.0000 -14.51:8 -0.0000 -0.0000 N NO. OF DIFF. SECTION PROPERTIES DEFINED: 3 r 68) 11 12 for uni w v 41 BS.5000 -14.51BB .0,0000 -0.0000 w NO. OF DIFF. TYPES OF SPRINGS DEFINED 0 r 69) 13 14 for uni w v-163 8 -14.SIB8 -0.0000 -0.0000 N w 70) load snow YXXXX...NNNXXXXMMM..N..X.XXMMXMMM..X...........X X.XX.......X.M«NM.M.MXMM 11) member load 6 POST 8 -4.61BB -0.0000 -0.0000 72) 11 12 13 14 for glo uni pro w v -300 48.5100 -4.6188 -0.0000 -0.0000 .MM.NXNm Yw.M ARM..«XXX MNM.MMM.X 731 load dl 97.0200 -4.6188 -0.0000 -0.0000 r LISTING OF TIE INPUT FILE X 74I member load 145.5300 -4.6188 -0.0000 -O'0000 MMXXNMM....wwX.M N.M.X....XX.M 7S1 11 12 13 14 for glo uni vro w v -120 9 -4.6188 -0.0000 0.0000 76) 15 16 17 18 for glo uni w v -180 1. type plane frame 77) load 11 ---...._..-__-_____-_ - 2) title Contact Dole b)dg $00 min..P c 78> member load 3) wit it ki0 79) 15 16 17 18 for 910 uni w v -720 ............. 4> joint coordinate 80) unit in kip i.M-STR110L BY CAST / REV. V2.90 SER 3404 TIME S/IO/1997 11:00:15 S) 1 0 0 81) load combination case) 1 L [ C E N S E E Jonnson Coastline. wA 6I 2 0 9.5 82) combine dl 1 II 1 :now 1 I TITLE; CONTACT POLE BLDG PAGE 5 , 7I 3 0 IB.33 83) toad com)nation case2 .,,.,,:. „•___________________________________________________••. BI 4 11 0 84) combine dl 1 11 1 snow 0.5 wind 1 - .. 9) 5 11 9.5 B5) load combination case3 RESULTANT MEMBER FORCES ----- 101 6 11 22 _____________________________________________.._ 11) 7 2Z 0 MEMBER SECTION JOINT /--- AXIAL ---/---LOCAL Y --/-- LOCAL I --/ 121 8 22 9.5 .. . . . N0. TAG. NO. FORCE SHEAR FORCE MOMENT 13) 9 22 25.67 1'M�STRUDL BY•CASs•/•REV •V2•90 SER•: 3409 TIME ' S/10/1997�IIs00•13 141 10 33 0 1 L I C E N S E E : Johnson Coastline. WA 7 POST 10 -14.5200 0.0002 0.0070 IS) 11 33 9.5 i TITLE: CONTACT POLE BLDG PAGE 3 1 28.5000 -14.5200 0.0002 0.0017 16> 12 IS 22 ........................................:______.,._....., ... $7.0000 -14.5200 0.0002 -0.0036 17) 13 44 0 85.5000 -14.5200 0.0002 -0.0090 181 14 44 9.5 ..««XX«X«««...«...«.......x« _ 11 -14.5200 0.0002 -0.0143 191 15 44 IB.33 .LISTING OF THE INPUT FILE X 20) joint release ............................. B POST 11 -4.6200 -0.0001 -0.0143 21> 1 4 7 IO I1 as support 37.S000 -4.6200 -0.0001 -0.0107 22) member Incidence 86) combine dl 1 11 1 s u 1 wind 0.5 75.0000 -4.6Z00 -0.0001 -0.0072 23) 1 1 2 871 select load case: c.s.2 ca%e3 112.5000 -4.6200 -0.0001 -0.0036 24) 2 2 3 Be report device ctact.out l2 -4.6200 -0.0001 0.0000 Z$: 3 5 89) print input 26) 4 5 6 90) list member lorce sect ds .25 .25 fro all 9 POST 13 -7.2606 0.0024 0.091♦ 27) 5 7 6 91> Ilst wpport reaction all 28.5000 -7.2606 0.0024 0.0227 2tI 6 8 9 92) list Joint displacement all 57.0000 -7.Z606 0.OD24 -0.0460 291 7 10 II 93) fin 85.5000 -7.2606 0.0024 -0.1147 30) 8 11 l2 14 -7.2606 0.0024 -0 .I8 34 311 9 13 14 32) 10 14 IS ...................•.,_..,, , ,,...._,.,..,,•.,,,,.___,.,,,,•, 10 POST 14 -2.3106 -0.0017 -0.1634 33) 11 3 6 1 M-STRUDL BY CAST / REV. V2.90 SER 3409 TIME 3/10/1997 11:00:15 26.4900 -2.3106 -0.0017 -0.1375 34) 12 6 9 : L I C E N S E E Johnson Coastline, WA 52.9800 -2.3106 -0.0017 -0.0917 3S) 13 9 12 1 TITLE: CONTACT POLE BLDG PAGE 4 79.4700 -2.3106 -0.0017 -0.04S8 ......... ........•...__.._._.,._ 15 -2.3106 -0.0017 0.0000 .., ........... .. ....... ,. .... . .... ...... MMXNMMM.MMM.M..w.NN.M.. I1 RAFTER 3 -0.7329 -2.1913 0.0000 ...... .... .. . ...... . . .... ..... 1 M-STRUDL BY CAST / REV. V2.90 SER : 3904 TIME : S/10/1997 I1:00.13 t :.RESULT OF ANALYSIS. 39.7882 -0.3671 -1.0956 $7.1725 1 L I C E N S E E : Johnson Coastline, LV/ ..MX NNNMMNXXMM.M.X«M.M« 69.5764 -0.0018 -0.0000 76.2300 1 TITLE: [ONTIICT POLE BLDG PAGE 2 i 104.3647 0.3637 1.09% 57.1725 ....................••,..,...............,:,,.._=.===a•__,.....,.,... TYPE OF THE PROBLEM PLANE FRAME RESTART STATUS NONE GIVEN 6 0.7293 2.1915 0.0000 NMMXMXM..rNM.NXXXXNM MMMMNNNXN ACTIVE UNITS : KIPS INCHES DEGREES 12 RAFTER 6 -0.7330 -2.1913 0.0000 N LISTING OF TIE INPUT FILE « 34.7882 -0.3675 -1.0956 57.1725 .MXXNMM.................... ... LOAD INDEX : 5 LOAD TAG : CASEI MMM 69.5764 -0.0019 -0.0000 76.2300 104.3647 0.3636 1.0956 57.1725 36) 14 12 15 RESULTANT MEMBER FORCES ----- 9 0.7292 2.1913 0.0000 37) I5 2 S 30) 16 S B MEMBER SECTION JOINT /--- AXIAL ---/---LOCAL Y --/-- LOCAL 2 --/ 13 RAFTER 9 0.7292 -2.1913 0.0000 391 17 B all NO. TAG. N0. FORCE SHEAR FORCE MOMENT 34.7882 0.3636 -1.0956 57,1725 40) IB it 14 69.$764 -0.0019 -0.0000 76.Z300 41) member release 1 POST 1 -7.2606 -0.0024 -0.0914 104:3647 -0.3675 1.0956 S7.1725 421 2 end arom z 28.S000 -7.2606 -0.0024 -0.0227 12 -0.7330 2.1913 0.0000 41) 4 end mom z 137,0000 -7.2606 -0.0024 0.0460 44) 6 end mom z 85.5000 -7.2606 -0.0024 0.1147 14 RAFTER 12 0.7293 -2.1913 0.0000 45) Bend ma z 2 -7.2606 -0.0024 0.1834 34.71382 0.3637 -1.09% 57.1725 461 10 and snm z 69.5764 -0.0018 -0.0000 76.2300 47) 11 St.mom z end m 2 POST 2 -2.3106 0.0017 0.1834 104.3647 -0.3674 1.0956 57.1725 4B) 12 sta mom z end m 26.9900 -2.3106 0.0017 0.0975 l5 -0.7329 2.1913 0.0000 49) !3 sta ono end m 52.9800 -2.3106 0.0017 0.0917 a m z om z SO) 14 sta mom z end mom z 79.4700 -2.3106 0.0017 0.0458 --------_--------------------------_________ __________----------------------- v SI) I sta m m end mom 3 -2:3106 0.0017 0.0000 v .1 16 sta man m CTACT.OUT 3-10-97 11:00a Page 1 of 3 CTACT OUT 3-10-97 1L-0Qa ------- eage�2--af 3 I M-STRUDL BY CAST / REV. V2.90 SER , I404 TIME , 3/10/1997 11:00:15 ......... ...... ...... ..... ... . ..... .... .........9 -3.3772 0.0460 0.0000 . ........ I L I C E N S E E , Johnson Coastline, WA ; M-STRUDL•BY CAST/ REV. •V2.90 SER ,•3404 TIME•,•3/10/1997.11,00,1S I I TITLE: CONTACT POLE BLDG PAGE 6 I 7 POST 10 -I4.8254 -0.0970 5.6572 ; L I C E N S E E , Johnson Coastline, WA I ...................................................................•... 28.5000 -14.8254 -0.0970 8.4205 I TITLE: CONTACT POLE BLDG PAGE 9 1 57.0000 -14.8Z54 -0.0970 II.I839 ....................................................................... RESULTANT MEMBER FORCES ----- 85.5000 -14.8254 -0.0970 13.9472 11 -14.82S4 -0.0970 16.7105 eaw LOAD INDEX : 7 LOAD TAG , CASES eMe MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL 2 --/ N0. TAG. NO. FORCE SHEAR FORCE MOMENT a POST 11 -4.9251 O.Ill4 16.7105 RESULTANT MEMBER FORCES ----- 37.S000 -4.9254 0.1114 12.SI29 IS JST 2 0.0041 -4.9500 0.0000 75.00DO -4.9254 0.1114 8.3553 MEMBER SECTION JOINT /--- RXIAL---/---LOCAL Y--/-- LOCAL Z --/ 33.0000 0.0041 -2.4750 122.5125 112.S000 -4.9254 0.1114 4.1776 NO. iAG. NO. FORCE SHEAR FORCE MOMENT 66.0000 0.0041 0.0000 163.3500 12 -4.92S4 0.1114 0.0000 99.0000 0.0041 2.9750 122.512S 1 POST 1 -7.2474 -0.3987 -5.8836 5 0.0041 4.9500 0.0000 9 POST 13 -7.2462 -0.6358 -8.6833 28.5000 -7.2474 -0.2776 3.7528 28.5000 - -7.2462 -0.4743 7.1360 57.0000 -7.2474 -0.1564 9.9372 16 1ST S 0.0044 -4.9S00 0.0000 57.0000 -7.2462 -0.3128 1a.3525 85.5000 -7.2474 -0.01S3 12.6694 33.0000 0.0044 -2.4750 122.512S 85.5000 -7.2462 -0.1513 24.9662 2 -7.2474 0.0858 11.94% 66.0000 0.0044 0.0000 163.3500 14 -7.2462 0.0102 26.9772 99.0000 0.0044 2.40750 122.5125 2 POST 2 -2.2974 -O.I121 I1.9496 8 0.0044 4.9500 0.0000 IO POST 14 -2.2962 -0.04S6 26.9772 26.4900 -2.2974 0.0002 13.4357 26.4900 -2.2962 0.1045 26.1975 52.9800 -2.2974 0.1128 11.9394 17 JST 8 0.0044 -4.9500 0.0000 52.9800 -2.2962 0.2546 2t.4914 79.4700 -2.2974 0.2254 7.4609 33.0000 0.0044 -2.4750 122.5125 79.4700 -2.2962 0.4047 12.7089 3 -2.2974 0.3379 0.0000 66.0000 0.0044 0.0000 163.3500 15 -2.2962 0.5548 D.0000 99.0000 0.0044 2.407500 122.S125 3 POST 4 -I4.2880 -0.0486 2.8197 11 B.0044 4.9500 0.0000 11 RAFTER 3 -1.1009 -1.1709 0.0000 ZO.5000 -14.2880 -0.0486 4.2055 34.7892 -0.6660 -O.SSSS 30.5514 57.0000 -14.2880 -0.0486 5.5914 IB JS7 11 0.0041 SOD 0.0000 . ._.... __. .. _ ______.___________________________________ 8S.S000 -14.2880 -0.0486 6.9772 I3.0000 0.0041 -2.4750 122.5125 5 -14.28B0 -0.0486 8.3631 66.0000 0.OD41 0.00DO 163.3500 .............:__: ....____.......c= :::________........=____ 99.0000 0.0041 2.4750 122.5125 I M-STRUOL BY CAST / REV. 12.10 SER 3404 TIME : 3/10/1997 11:00:15 ; 4 POST 5 -4.3880 O.O5S8 8.3631 14 0.0041 4.9500 0.0000 I L I C E IJ S E E : I hnson Coastline. NA 37.5000 -4.3880 O.OSSB 1.2723 ... www ,TITL ,cCONIA=I POLE=BLDG_.__--_::.=..s..•..:..______.„_„PAGE____-e=-. 75.0000 -4.3880 0.0558 4.1815 LOAD INDEX : 6 LOAD TAG , CASE2 "' -""- '""" 112.50DO -9.3880 0.OS5B 2.0908 6 -4.3880 0.D558 0.DOW RESULTANT MEMBER FORCES ----- RESULTA14T MEMBER FORCES ----- S POST 7 -14.7329 0.0027 4.7729 MEMBER SECTION JOINT I--- AXIAL ---/---LOCAL Y --/-- LOCAL I --/ MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL 2 --/ 28.5000 -14.7229 0.0027 4.69S2 N0. TAG. ND. FORCE SHEAR FORCE MOMENT NO. TAG. N0. FORCE SHEAR FORCE MOMENT 57.0000 -14.7229 0.0027 4.6176 B5.5000 -14.7229 0.0027 4.S399 1 POST 1 -6.4092 -0.7994 -11.6555 69.5764 -0.6310 0.0000 40.7352 a .14.7229 0.0027 4.4623 28.5000 -6.4092 -0.5522 7.5334 104:3647 -0.3960 0.58S5 30.5514 57.00 -6.4092 -0.3099 19.8182 6 -0.1610 1.1709 0.0000 I 6 POST B -1.8229 0.0230 4.4623 BS.S000 -1.4092 -0.0677 25.19:8 4B.5100 -4.8229 0.0230 3.3467 2 -6.4092 0.1746 23.6754 12 RAFTER 6 -1.0597 -1.1709 0.0000 97.0200 -4.8229 0.0230 2.231I 14.7882 _O.SEI -0.S855 ,0.'000 145.5300 -4.8229 0.0230 1 .1156 2 POST 2 -1.4592 -0.2269 23.6754 69.S764 -O.SB90 0.0000 40.7352 9 -4.8229 0.0230 0.000.0 26.4900 -I.4592 -0.0017 26.7035 104:3647 -0.3548 0.SB55 30.5514 S2.9800 -1.4592 0.2234 2I.7669 9 -0.1198 1.1709 0.0000 7 POST l0 -15.4977 -0.0484 2.8334 79.4700 -1.4592 0.4'1 .4.6658 28.5000 -15.4977 -0.0484 4.2114 3 -1.4592 0.6738 0.0000 13 RAFTER 9 0.2264 -2.3537 0.0000 57.0000 -I5.4977 -0.0484 S.SB95 34.7882 -0.0086 -1.1769 614120 65.5000 -15.4977 -0.0484 6.9675 3 POST 4 -12.4060 -0.0970 5.6489 69.S764 -0.2436 0.0000 01..8826 11 -15.4977 -0.0484 8.3455 20.5000 -12.4060 -0.0970 8.4134 104.3647 -0.4706 1.1769 61.4120 12 -0.7136 2.3537 0.0000 B POST 11 -S.5977 0.0556 8.345S 37.5000 -5.5977 0.0556 6.2592 ......s.............•.=a............•..............•.••..........:::_.. 14 RAFTER 12 0.7396 -2.3527 0.0000 ________________________________________________________________________________ I M-STRUDL BY CAST / REV. V2.90 SER , 3404 TIME , 3/10/1997 11:00:15 I 34.7882 0.5046 -1.1769 61.4120 L I C E N S E E , Johnson Coastline. UA 69.5764 0.2696 0.D000 B1.8826 •_.:......,.,:.•....•.•.........:............... ..................... ...•...•• ........ TITLE: CONTACT POLE BLDG PAGE 7 104.3647 0.0346 1.1769 61.4120 t M-STRUOL BY CAST / REV. V2.90 SER 3409 TIME•,•3/10/1997•II,00,15•1 ..=,..c ....... .................•:••......._,_.:,:.•.,...:.. 15 -0.2004 2.3537 0.0000 ; L I C E N S E E : Johnson Coastline, UA I I TITLE, CONTACT POLE BLDG PAGE 10 l RESULTANT MEMBER FORCES ----- IS JST 2 -0.4015 -4.9500 0.0000 ..................... .................................................. 33.0000 -0.4015 -2.4750 122.5125 .. MEMBER SECTION JOINT /--- AXIAL ---/---LOCAL Y --/-- LOCAL Z --/ 66.D000 -0.401S 0.0000 163.3500 RESULTANT MEMBER FORCES ----- N0. TAG. ND. FORCE SHEAR FORCE MOMENT 99.0000 -0.4015 2.47SO 122.5125 5 -0.4015 4.9500 0.0000 MEMBER SECTION JOINT /--- AXIAL ---/---LOCAL Y--/-- LOCAL 2 --/ 57.0000 -12.4060 -0.0970 11.1778 N0. TAG. NO. FORCE SHEAR FORCE MOMENT 85.50DO -12.4060 -0.0970 II.9923 16 JST S -0.1931 -4.9500 0.0000 5 -12.9060 -0.0970 16.7067 33.0000 -0.1931 -2.4750 122.5125 75.0000 -5.5977 0.0556 4.1728 66.0000 -0.1931 0.0000 163.3500 112.5000 -5.5977 0.0556 2.0864 4 POST 5 -2.5060 0.1114 16.7067 99.0000 -0.1931 2.4750 122.5125 12 -5.5977 0.0556 0.0000 37.5000 -2.5060 0.1114 12.5300 8 -0.1931 4.9500 0.0000 75.0000 -2.5060 0.1114 8.3534 9 POST 13 -7.6659 -0.3164 -4.2858 112.5000 -2.5060 0.IIl4 4.1767 17 JST B -0.1526 -4.9500 0.0000 28.5000 -7.6659 -0.2357 3.5819 6 -2.5060 0.1114 0.0000 33.0000 -0.1526 -2.4750 .12.5125 57.0000 -7.66S9 -O.IS49 9.1482 66.0000 -0.1526 0.0000 163.3500 '- -' - - 85.5000 -0.6659 -0.0742 12.4131 5 POST 7 -13.2772 0.0054 9.5457 99.0000 -0.1526 2.4750 122.S12S l4 -7.6659 0.0066 13.3767 28.5000 -13.2772 0.0054 9.3904 11 -O.IS26 4.9500 0.0000 57.0000 -13.2772 0.0054 9.2351 10 POST 14 -2.7159 -0.0219 13.3767 85.5000 -13.2772 0.0059 9.0798 IB 1ST 11 0.0558 -4.9500 0.0000 26.4900 -2.7/59 0.0512 13.0148 B -13.2772 0.0054 8.9245 33.0000 0.0558 -2.47SO .22.5125 52.9800 -2.7159 0.1262 10.6647 66.0000 O.O558 -.0.D000. 163.3500 79.4700 -2.7159 0.2013 6.3265 6 POST 8 -3.3772 0.0460 8.9245 99.0000 0.0558 2.4750 122.5125 IS -2.7159 0.2764 0.0000 Is 5100 -3.3772 0.04" 6.6934 14 0.D558 4.9500 0.0000 97.0200 -3.3772 0.0460 4.4623 11 RAFTER 3 -1.0477 -2.0724 0.0000 115.5300 -3.3772 0.0460 2.2311 ______________________________ 34.7Be -0.6821 -1.0362 54.0713 �y 69.5764 -0.3166 0.0000 72.0951 TOTAL -0.0000 58.0800 NO. X DIRECTION Y DIRECTION Z DIRECTION 104.3647 0.0489 1.0362 54.0713 6 0.4145 2.0724 0.0000 ... LOAD INDEX : 6 LOAD TAG : CASE2 ... 1 0.0000000 -0.0000000 -0.0000000 2 -0.61133So -O.OI85798 1.002470E 12 RAFTER 6 -1.0271 -2.0724 0.0000 JOINT REACTIONS AT SUPPORTS ----- 3 -3.8093472 -0.0225115 0.0000000 .14.7882 -0.6616 -1.0362 54.0713 4 0.0000000 -0.0000001 0.0000000 69.5764 -0.2961 0.0000 72.0951 JOINT LO /------------ GLOBAL REACTIONS ------------/ S -0.6118526 -0.0359639 0.7364519 104.3647 0.0695 1.0362 54.0713 NO. X FORCE Y FORCE Z MOMENT 6 -3.80377813 -0.0455226 0.0000000 9 0.4350 2.0724 0.0000 7 -0.0000000 -0,0000001 0.0000000 1 -0.7944 6.4092 II 6555 8 -0.6121016 -0..384898 0.6084568 13 RAFTER 9 0."81 -2.6638 0.0000 4 -0.0970 12.4060 -5:6489 9 -3.8025366 -0.0551540 0.0000000 34.7882 0.2426 -1.3319 69.5016 7 0.0054 .3.2772 -9.5457 10 0-0000000 -0.0000001 0.0000000 69.5764 -0.1230 0.0000 92'6688 10 -0.0970 14.8254 -5.6572 11 -0.6122982 -0.0429776 0.7368506 104.3647 -0.4885 1.3319 69.5016 13 -0.63513 - 7.2462 8.6833 ________________________________________________________________________________ 12 -0.8541 2.6638 0.0000 TOTAL -1.6187 54.1640 ......................s.s................... a .. ...... 14 RAFTER 12 0.8648 -2.6638 0.0000 1 M-STRUDL BI CAST / REV. V2.90 SER : 3404 TIME :•3/10/1997 11:00:15 34.7882 0.4992 -1.3319 69.5016 ... LOAD INDEX 7 LOAD TAG CASE3 NNN 1 L I C E N S E E : Johnson Coastline. NA 69.5764 0.1337 0.0000 92.6688 1 TITLE: CONTACT POLE BLDG PAGE 15 I 104.3647 -0.2319 1.3319 69.5016 JOINT REACTIONS AT SUPPORTS ----- _____________::_____,...........................................s...... a -0.5974 2.6638 0.0000 JOINT LD /------------ GLOBAL REACTIONS ------------/ RESULTANT JOINT DISPLACEMENTS ----- l5 15T 2 -0.1982 -4.9500 0.0000--* .0000-- NO. X FORCE Y FORCE Z MOMENT - - •- 33.0000 -0.1982 -2.4750 122.S 125 JOINT /--- GLOBAL DISPLACEMENTS ---/--ROTATION --/ 66.0000 -0.1982 0.DODO 163.3500 1 -0.3987 7.2474 5.8836 N0. X DIRECTION Y DIRECTION 7 DIRECTION 99.0000 -0.1982 2.4750 122.SIzS 4 -0.0486 14.2880 -2.8197 5 .0.1982 4.9500 0.0000 --------------------------------------------------- 12 -3.8055566 -0.0617651 0.0000000 13 0.0000000 -0.0000000 -0.0000000 16 1ST 5 -0.0938 -4.9500 0.0000 .__:.,,,...... _:___......sss,==...... ..... s.s. ,a....a.. ..s..s.... 14 _O.6122263 -0.0210062 1.0069851 33.0000 :0.0938 -2.4750 122.5125 n-STRUOL BY CAST / REV. V2.90 SER :• 5404•TIMEs•�S/10/I997.11:00:15 15 -3.7931211 -0.0271932 0.0000000 L I C E N S E E Johnson Coastline. NA 1 1 TITLE: CpJTACT POLE SLOG PAGE IS ..« LOAD INDEX : 7 LOAD TAG CASES ... .......................................................:,_,___,_...,.., _::..,.,......,.,,,.,,...,,,_................................a.,...... M-STRUDL BY CAST / REV. V2.90 SER 3409 TIME 3/10/1997 11:00.15 1 RESULTANT JOINT DISPLACEMENTS 1 L.I [E N S E E Johnson Coastline, uA 1 I JOINT REACTIONS AT SUPPORTS ----- _ TITLE: CONTACT POLE BLDG PAGE 11 JOINT /--- GLOBAL DISPLACEMENTS ---/--ROTATION --/ .......... ........................ „__,__:_:_ JOINT LO /------------ GLOBAL REACTIONS ------------/ NO. X DIRECTION Y DIRECTION Z DIRECTION NO. :.FORCE Y FORCE 7 MOMENT RESULTANT MEMBER FORCES ----- 1 0.0000000 -0.0000000 -0.0000000 I 7 0.0021 14.7229 -4.7729 2 -0.3056743 -0.0210098 0.5030842 MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL 2 --/ 10 -0.0484 15.4977 -2.8334 3 -1.9123250 -0.0272002 0.0000000 NO. TAG. NO. FORCE SHE FORCE MOMENT 13 0.3164 7.6659 "`4.2858 4 0.0000000 -0,0000001 0.0000000 S -0.305929B -0.0414199 0.368I888 66.0000 -0.0938 0.0000 163.3500 1 TOTAL -0.8094 59.4220 6 .1.9030548 -0.0581573 0.0000000 99:0000 -0.0938 2.4750 122.S125 _ _. _ _____ _...... ____________ _______________-____ 7 -0.OD00000 -0.0000001 0.0000000 8 -0.0938 4.9500 0.0000 ' 8 -0.3060508 -0.0426805 0.3042204 :.......................................................=.............. 9 -1:9012683 -0.0664779 0.0000000 17 JST 8 -0.0736 -4.9500 0.0000 M-STRUDL BY CAST / REV. V2.90 SER : 3404 TIME . 3/10/1997 11:00:15 1 10 0.0000000 -0.0000001 0.0000000 33.0000 -0.0736 -2.4750 122.5125 I L I C E N S E E Johnson Coastline. NA 11 -0.1061456 -0.0449268 0.36BZ625 66.0000 -0.0736 0.0000 163.3500 TITLE: [ONT{1CT POLE BLDG PALE 14 12 _J.9016129 .0.0662786 0.0000000 99.0000 -0.0736 2.4750 122.5125 ,a=..==___::__,._._.,.._„......................... 13 0.0000000 -0.0000000 -0.0000000 11 -0.0736 4.9500 0.0000 - 14 0.3061064 -0.0222230 0.5016440 15 -1.8889091 -0.0295410 0.0000000 IB 1ST 11 0.0304 -4.9500 0.0000 N RESULTS OF ANALYST$. 33.0000 0.0304 -2.4750 122.5125 «.«.««..N.««««.««.....« 66.0000 0.0304 0.0000 163.3500 99.0000 0.0304 2.4750 122.5125 TYPE OF THE PROBLEM : PLANE FRAME RESTART STATUS NONE GIVEN 14 0.0304 4.9500 0.0000 => ACTIVE UNITS : KIPS INCHES DEGREES ---._________________________________________________________________________.__ ... LOAD INDEX : 5 LOAD TAG : CASEI ... M-STRUDL BY CAST / REV. V902. SER : 3404 TIME : 3/10/1997 11:00:15 RESULTANT JOINT DISPLACEMENTS----- : L I C E N S E E : Johnson Coastline, WA I TITLE: CONTACT POLE BLDG PAGE 12 1 JOINT /--- GLOBAL DISPLACEMENTS ---/-- ROTATION --/ ................:_..........,_,. ...........:_:_,,.....,.,:. NO. X DIRECTION Y DIRELi ION Z DIRECTION N.«.NN...N............. 1 0.0000000 -0.0000000 -0.0000000 .RESULTS OF ANALYSIS. 2 -0.0000110 -0.0210479 0.0030286 ........... 3 -0.0125340 -0.0272737 0.0000000 4 0.0000000 -0.0000001 -0.0000000 TYPE OF THE PROBLEM : PLANE FRAME RESTART STATUS NONE GIVEN 5 -0.0000057 -0.0420925 0.0002400 .> 6 -0.0017165 -0.0597150 0.D000000 ACTIVE UNITS : KIPS INCHES DEGREES 7 0.0000000 -0.0000001 -0.0000000 8 0.0000000 -0.0420889 -0.0000000 ... LOAD INDEX : 5 LOAD TAG CASEI ... 9 0.0000000 -0.0648792 0.0000000 10 -0.0000000 -0.0000001 0.0000000 JOINT REACTIONS AT SUPPORTS ----- 11 0.0000057 -0.0420925 -0.0002400 12 0.0017165 -0.05971So 0.0000000 JOINT LO /------------ GLOBAL REACTIONS ------------/ 13 -0.0000000 -0.0000000 0.000,0000 NO. X FORCE Y FORCE Z MOMENT 14 0.0000'10 -0.0210479 -0.0030286 15 0.0125340 -0.0272737 0.0000000 1 -0.0024 72606 0.0914 4 -0.00,02 14:5200 0.0070 ... LOAD INDEX : 6 LOAD TAG : CASE2 ... 7 -0.0000 14.5188 0.0000 10 0.0002 14 5200 -0.0070 RESULTANT JOINT DISPLACEMENTS----- 1 3 0.0024 7..2606 -0.0914 x JOINT /--- GLOBAL DISPLACEMENTS ---/-- ROTATION --/ CTACT.OUT 3-10-97 11:00a Page 3 of 3 LG l P&7ST R r 'r=65 TIMBER POSTS Try 6x8 DF#1 dimentional properfes timber properties connectivity and loading d:=7.5 Fb :=1200.1.6 k:=1.0 b :=5.5 E :=1600000 1 :=18.33.12 net length 2 Kce:=0.3 m :=51408 s :=b•d s=51.563 Fcl :=1.6.1000 p :=5940 6 c :=0.8 le :=1•k a :=b•d a=41.25 FcE :=Kce•E I le 1dl FcE FcE 2 FcE Fc :=Fc1• 1 + 21) - 1 + `Fcl) Fcl Fc=510.268 - - 2-c 2•c c fc :=P fc =144 fc =0.282 a Fc fb =m fb =997.004 fbb =0.519 s `fc 2+ fb =0.78 Fc) 1 - fc [ (FcE), Z POST AT 'PQ TIMBER POSTS Try 6x8 DF#1 dimentional properties timber properties connectivity and loading d:=7.5 Fb :=1200.1.6 k:=1.0 b :=5.5 E :=1600000 1 :=18.33.12 net length d2 Kce:=0.3 m:=25704 s:=b•— s=51.563 Fc1 :=1.6.1000 p :=9240 6 c :=0.8 le:=1•k a :=b•d a=41.25 FcE :=Kce•E �le1 2 dl /FcE FcE 2 FcE Fc '- - 1 + IFcl• `Fc 1, - 1 + f Fc 1, Fc 1 Fc=510.268 - - 2•c 2•c c fc :=P fc =224 fa =0.439 a Fc fb :--m fb =498.502 fb =0.26 s Fb fc 2+ r fb =0.626 Fc Fb 11 - (FcEfc �] a GORuu, POST FwD w/v Uppiz FLOk TIMBER POSTS Try 6x6 DF#1 dimentional properties timber properties connectivity and loading d:=5.5 Fb :=1200.1.6 k:=1.0 b :=5.5 E :=1600000 1 :=18.33.12 net length 2 Kce:=0.3 m :=25704 s:=b•a s=27.729 Fcl := 1.6.1000 p :=1838 6 c :=0.8 le:=1•k a :=b•d a=30.25 Kce-E FcE :_ �,e�2 d FcE FcE 2 FcE FcFc 1• 1 + (Fcl) - 1 + (Z1 Fcl =Fc 2 87.513 :- - — 2•c 2•c c fc :-P fc =60.76 fc =0.211 a Fc fb :-m fb =926.966 fb =0.483 s Fb (fC 2+ r fb =0.65 Fc Fb.l 1 - (FcE� - SioE vPr�'Q TIMBER POSTS Try 6x6 DF#1 dimentional properties timber properties connectivity and loading d:=5.5 Fb :=1200.1.6 k:=2.0 b :=5.5 E :=1600000 1 :=8.83.12 net length 2 Kce:=0.3 m:=26980 s:=b•— s=27.729 Fcl :=1.6.1000 p :=2720 6 c :=0.8 le:=1•k a :=b-d a=30.25 FcE :=Kce-E (lel2 Idl 1 + IFcE� 1+(FcE� 2 FcE Fc :=Fcl Fcl _ Fcl - Fcl Fc=308.567 2•c 2•c c fc :=P fc =89.917 fc =0.291 a Fc fb :=m fb =972.983 fb =0.507 s Fb fc 2+ r fb =0.787 Fe Fb•r1 - (FcEfc 7] 97— c> �`a — ice TIMBER POSTS Try 6x6 DF#1 dimentional properties timber properties connectivity and loading d:=5.5 Fb :=1200.1.6 k:=1.0 b :=5.5 E 1600000 1 :=9.5.12 net length d2 Kce:=0.3 m :=26980 s :=b•— s=27.729 Fcl :=1.6.1000 p :=7670 6 c :=0.8 le:=1•k a .=b•d a=30.25 FcE :=Kce-E Ile112 Idl 1 + �Fcl FcEI FcEI 2FcE Fc :=Fc1 /J+ _ Fc 1 J - Fc 1 Fc=892.276 2•c 2•c c fc :=P fc =253.554 fc =0.284 a Fe fb :=m fb =972.983 fb =0.507 s Fb 2 fc + fb =0.736 Fe Fb•f 1 - ( f r- -7_ o y. 2> TIMBER POSTS Try 6x8 DF#1 dimentional properties timber properties connectivity and loading d:=7.5 Fb :=1200.1.6 k:=2.0 b :=5.5 E :=1600000 1 := 16.17.12 net length 2 Kce:=0.3 m:=8930 s:=b•d s=51.563 Fcl :=1.6.1000 p :=4830 6 c :=0.8 le:=1-k a :=b-d a=41.25 FcE :=KceE (lel2 Idl 1 + /FcE� 1 +�FcE� 2 FcE Fc :=Fcl Fcl - Fcl - Fcl Fc=174.978 2-c 2•c c fc :=P fc=117.091 fO =0.669 a Fc fb .=m fb =173.188 � =0.09 s Fb fc 2+ ( fb =0.708 Fc Fb- FcE fc �,VT vPPFR TIMBER POSTS Try 6x8 HF#1 dimentional properties timber properties connectivity and loading d:=7.5 Fb :=950.1.6 k:=2.0 b :=5.5 E :=1300000 1 :=12.5.12 net length d2 Kce:=0.3 m:=16710 s.=b-- s=51.563 Fcl :=1.6-850 p :=5600 6 c :=0.8 le:=1•k a :=b•d a=41.25 Kce-E le FcE :_ Idle l + tl E1 IFcE 2FcE Fc :=Fcl- I _ IFcI _ Fcl Fc=234.022 2•c 2-c c fc :=P fc =135.758 f0 =0.58 a Fc fb :=m fb =324.073 fb =0.213 s Fb fc + fb =0.818 Fc,2 Fb-[1 _ ( fc-11 FcE 97— uP FA/p GoST A i F'LcoR EAID TIMBER POSTS Try 6x8 HF#1 dimentional properties timber properties connectivity and loading d:=7.5 Fb :=950.1.6 k:=2.0 b :=5.5 E :=1300000 1 := 16.17.12 net length 2 Kee:=0.3 m 29352 s :=b-d s=51.563 Fcl :=1.6.850 p :=2888 6 c :=0.8 le :=1.k a :=b•d a=41.25 Kcc•E FcE :_ (d 2 1 + (FcE) 1 +IFcE� 2 FcE - Fc :=Fcl- Fcl - Fcl - Fcl Fe-142.334 2•c 2•c c fc :=P fc =70.012 fe =0.492 a Fc fb :=m fb =569.251 fb =0.375 s Fb 2 fc + fb =0.963 05Y07/1997 09:13 360-825-3161 ALPHA PAGE 01 DOP ALPHN a� S BU LDI NGS E 1724 Cole Street (206 825-7768 Enumclaw, WA 98022 INC 1-800-854-4410 Robert W. Smith Z -e7 ,tee k � i 05707/1997 09: 13 360-825-3181 ALPHA PAGEn 02 SAMUEL EVANS, ARCHITECT 13619 mukilteo speedway suite d5 lynnwood, washington 98037- 1606 telephone (425) 742-6762 t a x (425) 742- 1 568 April 5, 1997 Mr. Bob Smith Alpha Steel Buildings Puyallup, Washington re: garage / apartment building for James Contact, to be located in Fairwood, Washington ( Climate Zone 1 ) Dear Mr. Smith, Enclosed are the 1994 energy code requirements for the above project The garage is assumed to be unheated. Note that the living quarters and the exit stair must be separated by fire-rated walls and floor-ceiling assemblies. Please contact me if you have any questions. Sincerely, Samuel Evans UAK'23RUIS"ToKi E. EVANS STATE OF*A L) 0z ��� ' 05/07/1997 09: 13 360-825-3181 ALPHA PAGE 03 SAMUEL EVANS, ARCHITECT -� 13619 mukiItoo Speedway suite d6 lynnwood, washin®ton 98037-1606 telephone (425) 742-6782 F a x (425) 742- 1568 Energy Code Requirements for Garage / Apartment for Alpha Steel Structures Code: 1994 washington State Energy Code Prolect Location: Mason County Climate Zone: Zone 1 Heated areas: Garage area to be unheated and therefore no insulation requirements Apartment loft and ground floor entry room to be heated with electric resistance units. Energy design: WSEC Chapter 6, prescriptive. Floor Area of heated space: 1300 square feet, approx. Glazinn area: 141 square feet including front door. Glazing percentage: 141 / 1300 = .1085 Prescriptive option: Option IV, 15% maximum glazing Glazinn U-value: 40 maximum U value Exterior door: .20 maximum U value Ceiling Insulation: R-38 for "attic" installation; R30 if vaulted ceiling is used. Use vapor barrier between insulation and ceiling-Space above insulation must be vented to the exterior per UBC L 7-- 05%07/1997 09: 13 360-025-3101 ALPHA P(�GE a4 SAMUEL EVANS, ARCHITECT 13619 mukIIteo speedway suite d5 I)/_ ynnwood , washing ton 96037 . 1606 telephone (425) 742-6762 f a x (4 2 5 ) 7 4 2- 1 5 6 8 Loft floor insulation: R-30. Install to be in accordance with the selected fire rated assembly which is required by the building code to separate all portions of the living quarters from the garage Exterior wall Insulation: R-19_ Concrete slab Insulation: R-10 under the slab. Foundation wall / edge of slab insulation: R-10. Water resistant. (For heated space) Maximum Btu's for elec. resistance heating; 21 Btu per hr per sq ft Bathroom fan: Required Kitchen range hood fan: Required ►,)A ,u�4 05%07/1997 09: 13 360-025-3101 ALPHA PAGE 05 t MASON COUNTY DUILDING DEPARTMENT 1991 WASHINGTON STATE ENERGY CODE AND VENTILATION AND INDOOR AIR QUALITY CODE OWNIER i rf}1Yl�5 ��r-�� _ TELEPHONE, 36PO — 2 7 S`�-�� OWNERS MAILING ADDRESS�Ir 02 �Z f/ 0/7 ��rAi2 COMPLIANCE INFORMATION TYPE OF PROJECT: ( F-W RESIDENCE O ADDITION () REMODEL %_} THER (eAe AREA(SQ.FT.) 1ST FLOOR, V,V0A 2ND FLOOR HEATED BASEMENT_.A) p Note: Heated basements must be insulted and finished to meet inzmum energy code requirements, TOTAL SQUARE FOOTAGE OF CONDITIONED allEATED) AREA 3 O L —,A— COMPLIANCE METHOD: O PRESCRIPTIVE PATH -- circle o tion -- I II III V VI VII VIII Glazing percentage (total glazing area divided by total conditioned area) O COMPONENT PERFORMANCE -- Chapter 5 -- attach documentation and worksheets ( ) SYSTEMS ANALYSIS — WATTSUN 5.2 -- attach documentation and worksheets HEATING SYSTEM: ELECTRIC RESISTANCE { ) Electric Central Furnace ( lettric Wail Heaters ( ) Baseboard Units () Radiant Panels ( ) Other OTHER FUELS O Heat Pump with electric back-up O Heat Pump with gas back-up O Gas Furnace O Oil Furnace ( ) Other () Boiler System (indicate type) Make Model size JU UTE HSPF VENTILATION SYSTEM: ( ) Spot and Whole House ( ) Central Ducted System ( ) Integrated with Furnace ( ) Heat Recovery System (air to air heat exchanger -- heat recovery heat pump) GENERAL. NOTES: Your building plans should indicate L4ilaiu curnpliance measures: framing to be used (standard, intermediate, advanced); type of vapor barriers being used; location of furnaces, hot water tanks and other equipment; location of solid fuel burning appliances, fireplaces and their combustion air duct runs. �f�NA i3L� 7— 07�0 � 0tT/07/1997 09: 13 360-825-3181 ALPH_` PAGE 06 • PreacTi{ve Requlremenut For Rmldendal Ocwupenc{ee Hewing by EiectAo Realmtanoe Zoos 1 Option Glazing% Glasing Doore CdUFQ Vaulted Wall Above Wa1Vln(` WalVee Flooe Slab*on Floor Atom U-Value UNelue Cdllrrg� tirade Below Below Grade Grade Grade I. 10% 0.46 0.40 Rae R30 R-21 R-21 R-10 R30 R-10 It. 12% 0.43 0.20 R38 R30 R-19 R-19 R-10 R30 R-10 M. 1296 0.40 0.40 R.38 R-30 R-21 R-21 R-10 R30 R-10 IV.' 1b71 0,< R38 R-19 R-19 R-10 A30 R-10 r3X o,39 0.20 R38 R-30 R-21 R-21 R-10 Rao R-10 Vl. 21% 0.36 0.20 R38 R30 1[4-21 R-21 R-10 R30 R-10 Vu 25% 0.32 0.20 Ras Rao R-19�R-6, R-21 R-10 R-30 R-10 VIII-� 30% 0.29 0.20 R38 P30 14-19.R-5' R-21 R-10 R30 R-10 -Palo rs Cur t mk-.kr.+ r.p�tv..dt ao k- t1.re.Fv....fd.,l a VtOa+ad d"L7'1 •9�ro.e6 b 6w •Hoar s..d i9`tt,1.n*a a.npy wth d lh.equl...,a a ffw 21%g%OV atd+(Q tirt'a+1•P mq •ad dmbn t1.Illr a.rva mope Aw+v.r•r>o r arAr.n.era d�a�.d a��^'4 arlaA.o._Tror_hr C:. «,.s 6,1 Chk cue. Y fl.wkw•n*4ppa-o.A-Arcs era.Ql t+kva rrr a bkt..ali.d dF�..'ib!drdw.d.arvd Frartr.]C`µ'V. 6 Ra'9'i`^"ra�Otb�A.kph•rr11.a Jda ward ails¢ f Bd.w q d wr"O.kwA dqd tw.4.4.b a ffA*a 6-1 d A,10,o on d.Ir1.rk,b Ca earn 6-d m MIL bay gmd-F i6.k.k.Jhe-Mb.6.d m b.b.r prod. wb.6A b.a..ew t..last md.r{al rrv.iear.d for A brrrrdd u.,old l.nab.d . 11..aw,2- 6 F6on-awi Pw e.•IIrad b..4.6rd 9.6 mAlua e Rq.".d.tom tilt*ha b..wft�-6W*nwlwiat nw.94d.ad la b(A.d.d u.a.d tw%hd as dkV O rr r.A.d-.e. V--K dlvw,s....:*-RF/- 7 Th.4dta.4rg%15a"d.di b►etiabi A b,r d e..t a.w 4-0-:Q_%rt.*t br Ota by ar.a d 2M a ra..;0=rr.a-A a fa IA=kq w* d w%a d. e Tt,6 wl lrm,6 4z1 e.MA'•n.r4 dnot..M1 19..1 e..b 16.kQ r PV Rd Mrrn 0*011+ - t3sarrl!*.ea Nom YV66C Tibia 94 Prescr(ptIve Requirements'For Resldentlo(Occupancles - Heating by Othet Fuels zone 1 Option HVAC' Glazing Glazing Doors Ceiling; Vaulted Wall Wai0nt* WatUeri, Floor' Stab, Equp,% Floor Area U-Vstue U-Value Cei(Ing� Above Below Below on EHIc. Grade Grade Grade Grade I. Mud. 10% 0.70 0 AO R30 R30 R-15 R-16 R-10 R-19 R-10 (I, Mod. 12% 0.65 0.40 R30 R30 R-15 R-16 R-10 R-19 R-10 III. High 21% 0.75 0.40 Rao Rao R-19 R-19 R-10 R-19 R-io IV.- Mad. 21% 0,65 0.40 R30 R30 R-10 R-19 R-10 R-19 R-io V. LOW 21% 0,60 0.40 R30 R30 R-19 R-19 R-10 R-19 R-10 V1.7 Med. 25% 0.45 0.40 R38 R30 R-19 R-19 R-10 R-25 R-10 V11-7 Wed. 30% 0_40 0.40 R30 R30 R-19 R-19 R-10 R-25 R-10 'LL.r.ev lY 1 Y 1 9dt'V av�MM Ihb+wr"'Ch1.Praw..�d bd- ..rho a..,aa ..r rd,rPr�b�Wft,.ga,M.,,..,b d.tb..60e �r ku...,e 1 a,,t by t w a 6 d .6 M0, G rr.r oh.A.L.airrdl.ru 61 or ala 2 A`4"4 'r"r*qvg-la d--de9•*-,,o 4V6 maw ar JaW vaA aa► 0 wv.Ad•ar.r>d Fre, OGq_ P-rAemon amftble earb b drVb arle ar)d.ana.a e.-a 4 ab.o.d*wi des/be haraawd now eat to ssrir t.■.irie..n i.ni d Ar IA m an#a r+ab to the .m rrd .dh Q ,Extaekx ksr�len l.eth.d an b.lo.r awe.west vhd b.a vi=w wal= /rwarb4.rfee.Aafaad for b b- W us..ad kVb#-d A.M,*p 1.a.mr.Aarirwl ao e(krn{q a,9r r.albn EtR2 6 Flaw.a w era.(ww-ow taro d es mTblaa i aaalbrrL a►>4i.d ri.b P.Mw trs.babr"bn a wow u ahem a.r••t.l ir.na.ct.n.d 1.iM Irrrdd ta.w and kaeid®AID b n.r.�am.vey.p.cNWetas_a.,aa�mn I. 7 Tta�V aptbre tahel d eapgforaV b b'�'P i.r at.t bar•fry:eao rnudn.re for pbakp.r.rn d tss a 1...;0.16 n.erFrvm for pta>dry aria.d at Q t.K a Tk%-W ba.Aden wr fiwn.aA*-Wbm W19 vtd Dial 1vaaEal pia fu l.atr O.W*p. e/llinaan FNK 6abt.rt.tkir.ry wV is^..A 1aI/wvs..n Al1IE d o.7t Sid'dwlc4w m AFUC d a7L"Ol i..qc«an AF UC d aaa, C-rPtAd leoen waac Tomb ad 1 Log Homes Ptsmripdw Requlm"ntal Heating By Boarie Resistance Option Aversgel'Log Glazing 74 Glazing Deots Cel(Ings Vaulted• Floor' Slab'on Thickness Floor Are* ILL-Vailue U-V*lue C041Ing Grade Climate Zone 1 0 6.5' 15% 0-31 0,14 R30Adv R-38 R-36 R-10 11.7 7.5- 15% 0.40 0.20 171-80Adv R38 R-30 R-to lit-- 9.0- 15% 0.40 0-20 Rae Rao R30 R-10 7atw.r.a cr {.^w 1 „a t0.dr 1a.4AOm�frgr T&4 L8 km r 4�aw r na p«n*,"y i'e�'•dd bf&-m.aw,U"T.bim d 1 1,H for A ad..r Oorf"vw 0,tA.flmv rn.a 11 tar CA.A...a a s et K Qd�wTd.l,.w ►taona�e rr�pr..l,la.caves rn.rl W..Ocrio r.p.:r...w.a a.hrd orrtbn.ba., AMod F^•aal`e.i�Vtlbwt>./Sp6w b J rill{77 vhdpl.lpv r1lw bbl vWld diirp.,a j'(/ * Aa4rA'Mwed caA6b.w*rr b dryl.wanes pht vera.d 411p. J 6 Fb--a..r epa a.rpa.aL b...bLa a rl.oii..d"At pwh.r-r h.a.Ir.bn•IIaA V wr ar�VtN errawrbt war./ati.d b Ma 4*wd.d wL M:..al6d.em.dp`9•+•nwAael,..«.y :cl�.. 7 Th.-ari.rw.A"t>.eovarc�.,ravJyrpa 4 1h.n d.�.br:. - 06/07/1997 09: 13 360-825-3181 ALPHA PAGE 07 WINDOW & DOOR SCHEDULE '? WINDOWS INCLUDE ALL WINDOWS, SKYLIGHTS, SLIDING GLASS DOORS, FRENCH DOORS AND STORE DOORS, ANY WINDOWS IN DOORS (LESS THAN 5o% OF AREA) MUST BE TAKEN OUT OF THE DOOR AREA AND PUT INTO THE WINDOW AREA ON THE SCHEDULE, BRAND MODEL, U-VALUE QUANI7TY SIZE TOTAL S !.� Q• FT. TOTAL WINDOW DOORS BRAND MODEL U-VALUE LOCATION SIZE TOTAL SQ. FT. 2n L e�� 3 °-6 cf0 TOTAL DOOR 03/18/1997 13:21 360-825-3181 ALtHHA j ALPHP* STEEL 1724 Cole Street B U I L DIN G S (206 825-7768 Enumclaw, WA 98022 INC 1-800-854-4410 Robert W. Smith /3LD97 Oc9 & 2, G 7 � < 'S co wros,c- � M��a� ern��w r nirrr�y��•tM� k"�Kl.�FIr��l tie R� i� r��-;, r'r'•'.v��.�s*r�1��w.Nl�a'�M i m ............�-r.Y.w.. ...c,.w.. •►+\., 1. ` m.rrr.a►— `� y BO St LO -G3� ago*►w ra _ '7 M � r ow M�S—W �.�waw new 0-0 WUND �p"91=0 ��i 3l0 Lij •.6+r,..•t-....,o a+.r. • y �..�•r.•hoar � i—S i s ...r.rM..r-1,rr.r..S@4.�s T �,' -4.a,.•�+...u/"� y�r �r..�..rr•.......�..+.�.r.o..r�l�. C�/81/C )ir9 - • rrr w1b� � S _ -/o �cw 11Ur0 i s •o...1soq. �Ar�i..>� �.ru . _ ..•v�..r0r.-.rv�M;Swee ow"a...Z (9►�)ff-9-h9—JV� 11tJ iM�p 'app �sI�wrw.rA 0000 Me MAN M-1 w A-a tdal iYrw� N Ai/[ Alois 1111 J6-D8-1� 0 6 L:+16-Wip IS16'iiYt-!0 C[�s-� 91S'M b-11ib-9StK1 r 911 w VA 2i c. paiirb�i a�a1 Qan VEZ C. jo x*%1 4vjp ;ooi o:i B3fxq TTela.el . a c a t•tea Ow :au• C. J•Y46 rA r-a Wra srNt• m sws).asraa�oaora�+sora a .! /. v,tu•i Ian Mtu cn u _ ms"N uLa at3W"nitiUa:ISM VAWWA>q Nu:at w cWI06 w:" lawI lto As it W / JN I li / !p v Cy I Amaor 7uaa Nis 60"MO0111wooWS ufaw 314i aulez '7t.0 /o A [D of I a+ri0f o _OZi (7wI3.�f ►:1fIM YIMt iB CV ~ fi OD -Dr MWIh037 rinr Skltr e I '431 -a oJj S913ids V:YeN Yw Sr cz I v G ►Wt - arDlc p"i - 1A7 S/Oti j,a R Z CS:G! x a I if r n l5o G'lt - CVD� lilt. fAli •i M .6;�:- •a Ad G-1 - QdD4 UL.04 kaG ' a _, 3; i, 3 A. -D ON• -: k .lCLLI- •: SSrJ 0'IC 00" d* WO it 'Z. r D �►►' •►k .►.iI •• Y ..its- w a g,g OnDy S 4Y s• li r: M IOU -: A alai .t i tf.(►- .a .0 LI►I Oi37Ga 'Sl\>t/la 3Y3i 1I1UE i1IS `� co t�[i - •[ r J. {:-1 - SUI 1rta. O aC1 Si7elflf 9831311t 161/IDi .Oa' --►1 WTCS SSDej taK.Il�a:1:11*ti d3flca.: CD 4 m � � s m m � mit No. MASON COUNTY BUILDING PERMIT APPL T10 k9�- 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-80 - PLEASE PRINT #1 wner J �V17 t S O N70':G Phone # ? 0- ite Address l-I) r+� 9&L- & Ao'k)A✓ Fire District# City e,L fi4I'Q- St L") Zip g Directions to Job Site Owner Mailing Address Sdam Cl le- City St Zip Lien/Title Holder Address Clty St Zip #2 Contractor Name jjI, 4A S-reeL 8 0 i1.41 d."T, S Contractor Reg# AIP 5g V A) Address / 7 2 00 L E 5 72/2 re7— Expiration Date City F&U r 1 A St Lai A Zip LVO 7 Phone# 5�10- 9,ZS-17?dA- #3 If septic is located on project site, include records. Connect to Septic? Public Water Supply Well Connect to Sewer System? Name of System (If residential, proof of potable water is required) #4 No.LL 3, 7-I_-4- 00 S-G Legal Description TZige( Q ,6X- 9-/. #5 Buildin ZOZX44§d quare otage: (existin proposed1st Fl FI / / 3rd FI / Loft / Basement / Deck / # bedrooms s# _/ #bathrooms _/ Garage / Carport / (Circle: Attached or Detached?) Other sq.ft. #6 Use of build i ✓ Describe work #7 Type of Job: New _Add Alt Repair eF ` #8 MOBILE/MANUFACTUR D HOME INFORMATION Model Year ke Model Length Widt Serial No. # Bedrooms # Bathrooms Type of Heat Ma� 1 1997 Purchase Price $ HEALTH SERVICED #9 Indicate by circling the applicable source it ater is on or adjacent to subject property: River Pond Creek Stream Wetland LT Marsh Saltwater Seasonal Runoff Other Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements l Indicate Directional b N, S, , Name of Flanking Street y E W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW Plumbing Fixtures ($3 each) EA Mechanical Fixtures1$6 each) i No. To CIRCLE FUEL TYPE: Gas, Electric, Bath Basins Heatpump, Other th Tubs No. Units Fees Showers Furn BTU / Hot ate r Heatpumps Laund asher Vent Systems Sinks -3 Spot Vent Fans x Floor rai s No. Boilers/Compressors _Lau dry Ba ins HP / Di washer No. Air Handling Units D' posal _ cfm# rinals No. Fire Protection Systems Other _ Auto. Fire Alarm Sys 50.00 Fixed Fire Supp. Sys 50.00 P�rmit Basic Fee i-&00 Auto Fire Sprink Sys 25.00 TOTAL PLUMBING $400 No Other Gas Outlets Wood, Gas, Pellet Stove NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee --15zo WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. !r r!� l el i OWNERS AFFIDAVIT CONTRA TORS AFFI AVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAI APPROVAL FROM THE BUILDING THE BUILDING DEPARTMENT. DEPAR-1 T. X OWNER X BY DATE DATE FOR OFFICIAL USE ONLY:Accepted by; i' t'L� Dater L � I DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: -Y e lYG t�Le->� Environmental Health: Building Plan Review 6- -�1 `Z� �i l�� tyw�� �u9rw�,k►J. Occupancy Grouper-t3 Type of Const: Fire Marshal: Other: Special Conditions: FEES Building Permit Plan Check �5 2h Plumbing Fee Mechanical Fee 3� Wood/Gas/Pellet Stove Radon Monitor Violation Fee Site Inspection Building State Fee 5 Other f-N U, H&IT4 a •O Q Other Building Valuation: 46,�16 1J TOTAL FEE _ PERMIT Mason County Road Department Permit Number: 9225 411 North Fifth Road Name : Old Belfair Highway P.O. BOX 1850 Road Number : 98250 Shelton, WA 98584 Road Location: Subject to all terms, conditions and provisions written or printed below or on any part of this form, Permission Is James P. Cotant, Jr. Hereby Granted To: P O Box 145 Belfair WA 98528 275-4852 To Install: single family access Location: 2321 NE OLD BELFAIR HIGHWAY Parcel Number: 12317-14-00050- Legal Description: A bond in the amount of $ $25 . 00 accompanies this permit . Receipt Number: 18100 Check Number: cash Contractor Address City/St/Zip: Phone : 426- Lic. Number: Expires: Specifications: Access to be graveled to property line with 3" depth of clean gravel. Culvert to be aluminum, concrete or polyethylene. Access will be staked and flagged by Permittee for pre-inspection. Culvert will lay in line of ditch. Access will be pre-inspected by this office prior to installation. Culvert to be minimum of 12" diameter by 20' length. Access installation shall be in accordance with county specifications. Commercial/Multi use access shall require STOP Signs, installed in conformance to the MUTCD manual, at intersection with county road. No work shall be done under this permit until the party to whom it is granted has communicated with and received instructions from the road supervisor at : 360-427 -9670 ext . 450 . RESULTS OF SITE INSPECTION: See Attachment "All This permit shall be void and bond forfeited to Mason County unless the work herein contemplated shall have been completed on or before : Dated at Shelton, Washington, this day of , Issued by: Title :