Loading...
HomeMy WebLinkAboutBLD30355 Cancelled Carport and Storage - BLD Permit / Conditions - 4/30/1992 BUILDING PERMIT APPLICATION MASON COUNTY MpR 25192 DEPARTMENT of GENERAL SERVICES 426 W.CEDAR/P.O. BOX 186 SHELTON,WASHINGTON 98584 y 427-9670 DATE ISSUED ? �EN�R�L�E PERMIT NO. �� 3SS OWNER NA.� MAILA DRESS CITYBSTATE ZIP PHONE �,nsc N dr rw C3 F� t r4o4J� / -6 s3' O DIRECTIONS TO JOB SITE �qq'._ 722-V13 N�r,� r © � S�lJ ��2', idAra r. • ao I- IF ad 1 67pr rosc r-ro �O sc PARCEL LEGAL NUMBER 32.131 32 Coe D SCR. 5 /a_,e t t �' ' t/�. ��'Nw! /�! bf Sul /4 ScL 32_ 1 . NAME MAIL ADDRESS CITY 8 STATE ZIP PHONE LICENSE NO. CONTRACTOR USE OF n BUILDINGT� CLASS OF NEW ADDITION ALTERATION REPAIR MOVE REMOVE WORK r DESCRIBE WORK h j'r1 / — ' L% AREA: NUMBER OF: PLEASE INDICATE: NOTICE SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING OR AIR RESIDENCE SgFt STORIES SHORELINE❑ CONDITIONING. BASEMENT SgFt BEDROOMS PRIMARY RES.❑ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT DECKS SgFt BATHROOMS SEASONAL RES.❑ COMMENCED WITHIN 180 SAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. CARPORT J.SvZ SgFt FIREPLACE IS CARPORT/GARAGE MkftAf.E sgFt ATTACHED O DETACHED❑ OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIREMENTS OF THE CONTRACTORS I CERTIFY THAT I AM A CURRENTLY REGISTERED CONTRACTOR IN THE STATE OF REGISTRATION LAW RCW 18.27, AND AM AWARE OF THE MASON COUNTY ORDINANCE WASHINGTON AND I AM AWARE OF THE ORDINANCE REQUIREMENTS REGULATING THE REQUIREMENTS 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 CONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST CONFORMANCE THEREWITH.NO CHANGES SHALL BE MADE WITHOUT FIRST OBTAINING OBTAINING APPROVAL FROM THE BU G'DEPARTMENT. APPROVAL FROM THE BUILDING DEPARTMENT. cl X OWNE Atit DATE c� '- 1 X BY_ DATE FOR OFFICE USE ONLY DEPARTMENT APPROVED DEPARTMENT APPROVED BUILDING VALUATION YES NO YES NO Z HEALTH PUBLIC WORKS FEE PLANNING i�'�'� FIRE MARSHAL BUILDING PERMIT 6a<ro D.O.T. BUILDING PLAN CHECK SPECIAL CONDITIONS BUILDING GROUP PRE-INSPECTION na, ^ A ^f a �n.ilrti F• ;f� ��P`�. SHORELINE WOODSTOVE 3y6� PLUMBING MECHANICAL STATE BUILDING FEE APPLI TION AC PT D>Y PLANS CHECK BY APPROVED FOR ISSUANCE PERMIT VALIDATION y �//I7 BY `� Z CASH CK MO TOTAL ;� / /V lc�'A NG E -3 W J W. O /ND/�gT6r l .�' J6r- �, !:.ir �. +► o� %nf ILtU - t •_'� n C J � y 7 Z S1r,P.50JJ M0A/. I `l S BY 38 46- 29 r• 28 /339. �9 1339. �7 2?� 79. 78 32 ' 33 Cf1GC� Si�+P,So n/ SiN6LE /�.YoP, MOry s cy LIZ N � � o. 14 31Z r� I =o• Zo 1130• ZO 0 � A Vi �I S7✓MP F, ..c�6VC 26 41.07 24 475- O-4 o •n E o s r, (Q. N op" h • Pao•V i=S6%vflW41swfly OI .a Q I � � Q 4( 1 b Q . s,�aao � ~'OAl. Zo17.8o 31 33 err cN S89•Si4Sw N 8 �� 33� J1.� N 87� 3Z 'oY"E r 0N• E ZSGq.oB 5 S�^JPton/ , HUB rto V. Shelton, l:: si�ir.�to-� � U 7 LFCAL I i-c(; ] Tiro so6th ha:f o: 'he. SEE quyr e o: ttie ✓ c,t:�rts, of the S:J'qu:.r:.er of ��ction 32 z ante 3 west, !�►.�•;, 46 together with erse;:.ents ( See" attached) " 30 2 9 s/ P Aron. - 3� 3;b � //✓Q/GfTES Cl�::i:'i/.� sit �3 ,.� U d -- IV/)j J0 ON/vS OD C R L-E 4D pa SNO?!L/Nl 40 GS 7. oOo 29 e. 8 3S6 . 6 6 � L, IV.890 93• -1.8•.,C �e, mo!J ell S J M I's o ►J Zl /✓0 i I , E 1 LT Am 3070 r � � GPCrc t�wly Ar�o�J �Np l�"2 �.��,4� I S C o ue-IL o ,.r 4 o NT EIUt� 2''X L„ Toff �oa� � Ck, p QoA-&D 7/1r. IS-it p,1}-or• -Po.-%o- k)e Tub 'l�'fX to'' C301t t,' oC. Mal` t ►211 GACi4 O TD fI T Cl� . Rer MISµ { 1 HeM O 4J L VI SQu E ff r,t, r T ��L`A1� �/�Al1�L oR SAtJ� ��,r �r Q r � i4 ,� ►, C 13 5 416 T � i 5 /tiL D ___. 1EII, � T� '_ 4l 1— 3 TT8 C!..o M pcs iTio Zo�3o y/''s •' ! ' 14 All I For t 1 I �,[ occSE�Q o iJ 6J.'w 1°L�4 YE'S l r - - -- -------- Ceti U au5 7n of 7B4) T H- ' . aFs r�M�' r�+" 14 S �P i so rJ S-roeowcw -j-2�s- ' j ; I , � I , I � i • I ' � , t LUMBER SPECIFECATIONS MEMBER FORCES FROM LEFT TO RIGHT: TOP CHORD 2X6 ■2 OF-L TOP CHORD BOTTOM CHORD WEBS REACTIONS y� S T 1= -3711 B I= 3521 W 1= -763 W 3= 901 REACTION n B 1= 1860 Q RD SIGN BOT CHORD 2X4 •2 DF-L T 2= -3179 B 2= 2399 W 2= 901 W 4= -763 REACTION 0 B 4= 1860 qI WEBS 2X4 STANDARD OR STUD HEM-FIR i 37i9 B 3= 3521 = -3 v1 G�F BEARING REQUIREMENTS BEARING AREA REO'D ISO IN) �� CQ ALL BEARINGS SHOWN ARE 3.5' EXCEPT AS NOTED: BEARING 0 1 4.59HF/ 2.98OF BEARING 0 4 4.59HF/ 2.980E TRUSS LOADING (CON 1) ,a LL*OLD` ON TOP CHORD a 5 P z 5.0 SF I N 0. C 045 TOTAL DESIGN LOAD a 62.0 PSF ADDITIONAL LOADING TC VER248. ( 2 . LL LBS At PANEL POINT 1 ►* 31 88 i CONC: TC VERT 248.0( 200.OLL) L63 AT PANEL POINT 5 7` I LOAD DURATION INCREASE. = 1.15 NOTEI LOCATE INTER-PANEL SPLICES AT 1/5 PANEL LENGTH «/- 6 INCHES FROM c EITHER END OF THE PANEL INDICATED. \'\DI' CAI�E��' SYMMETRICAL ABOUT -0- PLATE ROTA EO 80 DEN. 1. 511 4045 12 2430 4 C7 a I2 12 12 12 3290 3245 3245!S 1 24.00" 24l-26'-0.0" OVERALL SPAN ATE COD SPACINO DATE 17 IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT 7HE LORDS UTILIZED ON THIS DESIGN MEET OR EXCEED THE R-5000 UBC 24.00 ' 0•C. 11/24/86 ACTUAL DEAD LORDS IMPOSED BY THE STRUCTURE AND THE LIVE LOADS IMPOSED 8T 7HE LOCAL BU]LO1NG CODE OR HISTORICAL CLI MRTIC RECORDS. NO RESPON6]OIL ITT IS A56LIMED FOR DIMENSIONAL ACCURACY. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. CONNECTOR PL RIES SHOWN ARE TRUSNRL 16. 18, OR 20 GAGE AS SPECIFIED, FABRICATION SHALL COMPLY HITH THE -OURLITT CONTROL MRNU RL' OF THE TRUSS PLATE INSTITUTE (TPII RHO THE R N R N Y T R U S® DESIGN T R SPECIAL TUTTING MANUAL. ALL PANELS NOT SPEC OF LLY DE610NR T ED ARE TO OE EO UALLT DIVIDED. n DENOTES U S W R SPECIAL CUTTING.ASSU ONLY LATERAL BRACING REQUIRED OF ]NBRACED B TRUSS MEMBERS ]S OTHERWISE ON THIS DRAWING. THIS DES]GN ASSUMES THE TDP CHORD TO BE CONTINUOUSLY BRACED BY SHEATHING UNLESS OTNERN]SE STATED. WHERE NO R " CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD, 1T SHALL BE BRACED AT INTERVALS NOT EXCEEDING f0'-0'� PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION B011ANG WHICH 16 ALWAYS REQUIRED TO PREVENT TOPPLING AND "DOMINOING-. REFER TO -BRACING WOOD TRUSSES- ONa A-81765 FILE- T-26-4-67• SYSTEMS 7N6ROPER FIEL ERECTION TALLRTjONN YR DN?RUSBE6RECOMMENSHALI BEARING BE PLRCEDEINN ANY EENVIRONMENT HTHAT ON� 0CAUSE NFUSION MAY EXIST CONCERNHTHE SMOISTURE R CONTENT GOFOTHE TRUSWAL SYSTEMS CORPORATION R SIONODE COMPANY N000 TO EXCEED 19Z AND/OR CRUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY, 15 BEST DETERMINED BY JUDICIOUS RP PLICAT ION OF EXPERIENCE AND THEREFORE 16 OUTSIDE THE 5COPE OF RESPONSIBILITY OF TRUSNRL. Io�6 3 LLOYD JENN15ON LC/YOSE 1•06 / 1.00 rs•