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HomeMy WebLinkAboutBLD25492 Pole Bldg - BLD Application - 4/17/1990 BUILDING PERMIT APPLICATION MASON COUNTY DEPARTMENT of GENERAL SERVICES P.O. BOX 186 SHELTON, WASHINGTON 98584 427-9670 DATE ISSUED -Mu / PERMIT NO. 7 OWNER NAME MAILADDRESS CITY&STATE P PHONE l fir o DIRECTIONS TO JOB SITE 1p Lc -ro bAq C— C DA--GAt- a Az PARCEL LEGAL NUMBER - DESCR. NAME MAILADDRESS CITY&STATE LICENSE NO. ZIP PVIDNE CONTRACTOR -r© aft -2ro I qkicq c f2 USE C�� �_ BUILDING J CLASS OF NEW ADDITION ALTERATION REPAIR MOVE REMOVE WORK ✓ESCRA �f WORK IBE \(` D - t ( L L C BEDROOMS DECKS CARPORT NOTICE SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING OR AIR BATHROOMS TOTAL SQ.FT.If,40 GARAGE QONDITIONING. NO.OF STORIES BASEMENT ATTACHED THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR TOTAL SQ.FT. FIREPLACE DETACHED ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. PERMANENT SHORELINE SEASONAL OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIF HAT I AM EXEMPT FROM THE REQUIREMENTS OF THE CONTRACTORS 1 CERTIFY THAT I AM A CURRENTLY REGISTERED CONTRACTOR IN THE STATE OF REGIST ,. LAW RCW 18.27, AND AM AWARE OF THE MASON COUNTY ORDINANCE WASHINGTON AND I AM AWARE OF THE ORDINANCE REQUIREMENTS REGULATING THE REOLbfEMENTS FOR WHICH THIS PERMIT IS ISSUED AND THAT ALL WORK DONE WILL BE WORK FOR WHICH THE PERMIT IS ISSUED AND ALL WORK DONE WILL BE IN IN PbNFORMANCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST CONFORMANCE THEREWITH.NO CHANGES SHALL BE MADE WITHOUT FIRST OBTAINING O AINING AqogbVAL FROM THE BUILDING DEPARTMENT. APPROVAL FROM THE BUILDING DEPARTMENT. /' OWNER ATEe:: 4d IX BY DATE 7 FOR OFFICE USE ONLY DEPARTMENT APPROVED DEPARTMENT APPROVED BUILDING VALUATION YES NO YES NO HEALTH PUBLIC WORKS FE PLANNING FIRE BUILDING PERMIT D.O.T. BUILDING PLAN CHECK SPECIAL CONDITIONS BUILDING GROUPkjj0S_ ��I PRE-INSPECTION SHORELINE WOODSTOVE PLUMBING MECHANICAL STATE BUILDING FEE �a STATESURCHARGE APPLICATION ACCEPTED BY I PLANS CHECK BY D F SSUANCE PERMIT VALIDATION �- �- lc BY CASH CK MO TOTAL PLOT PLAN l ADDRESS 1/.1 `7 ��� I SIN I�II�I�LIC I�D PERMIT NO. 4 <o LEGAL A- DESCRIPTION LOT BILK ADDITION °. SITE AREA-1 4 4 r,� Sq. Ft. AREA OF SITE OCCUPIED BY BUILDINGS Sq. Ft. INSTRUCTIONS TO APPLICANT THIS FORM NEED NOT BE USED WHEN PLOT PLANS DRAWN TO SCALE OF NOT LESS THAN 1"-20' ARE FILED WITH PERMIT APPLICATION. (EACH BUILDING SITE MUST HAVE A SEPARATE PLOT PLAN.) f FOR NEW BUILDINGS PROVIDE THE FOLLOWING INFORMATION IN THE SPACE BELOW: LOCATION OF PROPOSED CONSTRUCTION AND EXISTING IMPROVEMENTS.SHOW BUILDING,SITE,AND SETBACK DIMEN- SIONS. SHOW EASEMENTS, FINISH CONTOURS OR DRAINAGE, FIRST FLOOR ELEVATION, STREET ELEVA- TION AND SEWER SERVICE ELEVATION. SHOW LOCATION OF WATER, SEWER, GAS AND ELECTRICAL SERVICE LINES.SHOW LOCATION OF SURVEY PINS.SPECIFY THE USE OF EACH BUILDING AND MAJOR POR- TION THEREOF. 84 r K 0 INDICATE NORTH IN CIRCLE Ba,r h GRAPH SQUARES ARE 5' X 5' OR 1"=20' IL 0 4 fi � J ti IF /We certify that the proposed construction will conform to the dimensiotns and uses shown above and that no changes will be made without first obtaining approval. NAME(a) OF OWNER(SI OF SITE a STRUCTURE(S) (PRINT) SIGNATURE OF OWNER(S) OR,AUTHO IZED REPRESENTATIVE DO NOT WRITE BELOW THIS LINE APPROVED DATE DISTRICT AS NOTED '"""" � t eaaum11 trrrrwrrcton uric acts♦L>- i.o ►fF - pw K79♦3901-UIO•F-0904 TL(N L)- 30.0 PSF JT. nAX-SF«N5(FI -IN) MY[RO-N«IL LOCATION( IN) "T no. 10 DATt 3/19/02 ST%9SS INC ■ 1.15 NO. DF HF PLATE SIZE --x-- --r-- r Z Maxhnum Chord Spans (Ft.-In. J 1 12-10 1 2- B 2 1/2 X P T ) 6 13- S I3- 4 3 l/2 X 6 FT I I- 5 15- 2 3 tX B FT UMDtR BRO N TOP CHORD BOTTOM CHORD 17-11 17- 9 3 1/2 X 8 PT DOUGLAS FIRM 2X4 2X6 2X4 2X6 19- 3 19- 0 3 X 10 PT NO 2 17- / 26- 31 21- 9 27- 1/ 20- 2 20- 0 3 1/2 X 9 PT NO 1 20- 0 29- 71 26- 31 39- 1S 22- 5 22- 2 3 L/2 X 10 PT SEL STRV 22- 8 . 32- 5S• 29- 7/ 43-104 25-11 25-11 4 1/2 X 10 PT (NEEDS 2X6 TC) -HEM FIR• 31- 1 31- 1 4 1/2 X 12 PT (NEEDS 2X6 TC) NO 2 13- 0 22-10a 17- 81 22- 3/ 35- 0 35- 0 4 1/2 X 14 PT (NEEDS 2X6 TC) NO 1 17- 59 23- 8/ 21- 21 32- 11 40- 6 40- 6 5 1/2 X 16 PT (NEEDS 2X6 TC) SEL STRU IT- 31 27- BI 24- 71 37- 41 J 2 17-11 17- B 1 X 4 PT .MSR-ALL SIECIES• 26-10 26- 7 l 1/2 X 4 PT 165OF-1.31 MSR 20- 44 31- 31 23- 64 40- 01 40- 6 40- 6 2 1/2 X 4 PT 1BOOF-1.6E MSR 21- 81 33- 64 28- 8# 45- 26 SJ 2 22- 7 22- 7 4 i/2 X 6 PT 6 .1 1/4 195OF-1.7E MSR 22- 91 35- 36 32- 71 40- 01 36- % 36- 7 7 X B PT 1 8 1 3/4 210OF-L.8E MSR 23-113 37- 2/ 36- 34 Ad- 00 J 3 29- 0 28- 7 1 X 4 PT 2400E-2.OE MSR 26- 26 40- 64 42- 44 48- 01 40- 6 40- 6 1 1/2 X 4 FT ;REQUIRES 2X6 BEARING #REQUIRES 2X8 BEARING J 4 17- 1 16-10 3 X 5 PT 5 1 1/2 21- 9 21- 6 4 1/2 X 4 FT 4 2 1/4 3 3 1 Web Require. nta (Ft.-In.) 3 - 0 25- 9 3 1/2 X 6 PT 6 1 /8 33- 2 32- 9 4 1/2 X e PT e 2 1/8 39- 6 39- 0 5 1/2 X 6 FT 6 2 5/8 UNBRACED $RACED 40- 6 40- 6 4 1/2 X 8 PT 0 2 2X4 WEBS W1 W2 W3 WI W2 W3 J 9 21- 3 21- 0 3 X 8 PT STD-OF 36- 6 40- 6 33- 9 40- 6 40- 6 33- 9 24-10 24- 7 3 1/2 X 6 PT CON-OF 36- • 40- 6 40- 6 40- 6 40- 6 40- 6 28-10 28- 6 3 X 10 PT STD-HF 34- 0 40- 6 26- 6 40- 6 40- 6 26- 6 34- 0 33- 7 3 1/2 X 10 FT CON-HF 34- 0 40- 6 40- 6 40- 6 40- 6 40- 6 38-10 38- 4 5 1/2 X 8 PT 2X6 WEDS 40- 6 40- 6 4 1/2 X 10 PT s co M02-DF 40- 6 40- 6 40- 6 40- 6 Si 9 20- 2 20- 2 5 112 X 7 PT 2 1/4 a) NO2-HF 40- 6 40- 6 40- 6 40- 6 23- 5 23- 2 7 X 8 PT 3 3/4 f� C 33- 0 33- 0 7 x l^_ PT 5 3/4 4 1 Force Information L=Span (Ft.) CHORD SPLICE OPTIONS C 2 25- 3 24-11 1 X ♦ F•T V CHORD FORCES WEB FORCES JOINT LOADS 30- 0 30- 0 3 1/2 X 6 F•T V C I■ -229.5L W 1- -43.8L J 1- 17.5L 40- 6 40- 6 5 L/2 X 6 PT t Y" rn C 2- -186.61. W 2- -27. 1L J 2- 30.OL C 6 L7- 6 17- 3 3 X 4 PT Os t 4^ C 3- -186.•L W 30 62.3L J 3- 27.2L 26- 9 26- 9 4 1/2 X 6 PT l7 C 8- 134.6L J 4- 27.21. 32- 8 32- 8 5 1/2 x 6 PT 4 er Cm C 90 217.8L REACT- -90.OL J 9. 2.OL 38- 7 38- 7 7 X 8 PT 4 (2X2 BILK REGO) Lb CL DESIGNED IN ACCORDANCE WITM TPI-78 AND NDS-77 PLATES MARKED 1 REOu1RE 2X 6 CHORDS GROSS ELATE RATING(F'SI ) FOR PT•171(DF ) . 169(HF) VE OJAF y4q�p� t.CV1 III I"WnbN,ro OEM cps 5p ep• + l{t� p�91 G�pc 7 CMIF tli r Y io on boll pNt a � k d E g 't 9a j} SJ 6i P'B® 'S .wWu X o1 r bc"tan"4I•eo�c Pd C 5J2 r• 3.T"tnemistI.c.1b1"e1 Drev.Oe 0181 IOI nonOh /py- P3 1 SO*U&I G.-do •.SN Taboo 3 101..fib 1410g1 bI♦1I 100YIfomM1s J l .1�.. r Pt.LS2S.S x �►��Qr E.R sJo 7-1 G, 12 r J1 S SLOPE - C,1 ~ j?•:Ip �44'•i• IIII.I N.N. .4 KSIIR CD CE F'URL1N SPACING = 24.0 IN. to tyuWM 8 d. QJ P9•=.S PS. TYPE 9W SPAN UDC CODE 6­ 0. O.C. 0Nw.en aft■w-eRMA!'MteMB M0IWWAS°=90»•WAM"I w1m"c"" M 4/1: SLOPE PT PLATES /-10 IS omm w A 4 WeM1 fto at III.0w".M MO r1" of"a' I be" ' IOet*as IS to\MM Stow 01 Of""0 e1~3 OINi AMMISM d"M UO OMge 1flUWq e111' <. ' oe•w*.Iw Ft 1111rIM OOSI MU bftft WM have• I cewle MOOS run WW W,mun �/YDRD+I(��Q' ;10 U 1. FIR L II C M FIR w�Ml'>w4M h 1W d rI111Mwa Lfe�tal 0I cPU Imam."Nov.flow YM a"It e.b.�ciM 1M lLeelq CleMel Llerac'w1 ne It�e--nleee CM M 31., 1 1NO/NiiNNYO. . • A.erYr heu PON IM Rap pole 1By 7411 R MwuNU Wlwy 10)p 2 5/ a/0/ 1• 30 F'S F Q 1 . 1 107 1761.ST.LOUIS,MO 13177 1 CHva10-A,.EN.nest,oM,Inc t• L zX6UT/L.BLOCK/N6 C�PEAK 2X6 UT/L.ecocriNG eTWN (BUTT PEAK PURLINS END MEND) � PU.gL.'NS (, END WALLS IF 2x6 UTIL. PURL/N CLEATS - _ 4"x4"7-RIM ('GREEN) rr,ED2x6 PURL/NS(z 26`O.C• ?x4 2x4 4"MPTAL SRAC OVERHANG2,6 8C 5-30d•NAILS q" JTLH SWE/Y60N Ca EA. RAFTER Zx6SWAY- TRUSS /B. CONNECTION 40lOLZ BRA CE P 4S' 6 o DETAI� .1 zx 6 G/Rrs SCALE: Z C� 27 O•C. 24-0" OUT TO OUT OF TRUSS ' METAL COVERS ' O 4-O DEPTH MAY /-2 x 6 TR SK/RTBD TOP 2' !`�• VARY GROUND W a,• .w � , SECT/pN AQ 2-2xLxir�dy SLOPE ¢�so/L coND. END ELEMT & SCALE ` l'-o TRT CLEATS I.E.-S = /=0 12'PURLINS 12'PURL/NS /2'PURL/ (j ZA6. N6 e•as'&oa�N a41a lq'PUR L I NS /4'PURLI NS mr Ao" 0> 1 SPEC/A L PURVN DIAGRAM faENERAL NOTES I ROOF t SIDES: L Vi F(&UVANIZED DELTA SINGLE TR Ala STEEL .zs GA.wb. • A'O&E CAP:PI.A/N. DOOR METAL'ILAI &I REQ�D) II}� TR/M: &MEEN. !. ALL AXE.3,UXAM*3KIRTBOARAS- O '` MACHINE STORAGE IF PrNTA PRESSURr TREArED. 3 ALL LUMAER 01 a BETTER UNLOW OTHERWISE 3PIECIPIED 4 ROOF PEAK 4.MEA4e'R IV aE R6LNDNs,aLE PM aLD1 J SEE ATTACHEDD IA6RAAI$FOR CCNST DCU/L3. O TH/S SIDE OPEN i WILDER TO VERIFY D/NENSION O WLMSIX. O I � I (S 8i9 YS) I I O 09 11=/02w /2-0' /2=0� i2=0� /I=/O � L'C W �•��"-' 9-9 OUT TO OUT O POLES N cl gLo 3 Fl PLAN VIEW 0 qxi RGH TRT POLE 04' i � 4 EXTRA WIDE \ 14 GIRTH RIDGECAP O HI-TENSILE ROOFING AND SIDING J FULLY ENGINEERED �� \ TRUSSES—bolters io poles 02 CRIMPED EDGES SCREW FASTENERS 5 1"x 4"CORNER �� „. a GABLE I FLASHING / w. COMPLETE PLANS � � I ,I I I "C"METAL FLASHING I I t I I' I I I N2 a BETTER LUMBER 1 DOOR TRIM ALUMINUM SLIDING WINDOW ' y WITH SCREEN 1 I / ■0 ,I FULLY EQUIPPED FULL LENGTH �,` SLIDING DOORS TRACK COVER \ 1 I i a� PENTA- i PRESSURE I DOOR BUMPER TREATED POLES I e O a SKcl r2Ta0nRDs ��� 12"CLEATS 0 ADJ ABLE ADJUSTABLE D 0 STAYT ROLLER 0 DOOR HANGER o ADJUSTABLE a e — RAIL HANGER LATCH DOOR PULL .� ✓� W.GM - © OVA >r