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Permit File 2813 Grady Lane
Y U Cityof Anacortes Permit#: BLD-2013-0259 904 6th Street Issue date: 06/12/2013 `""' +' P.O.Box 547 Anacortes, WA 98221-0547 Expire date: 12/09/2014 (360) 293-1901 Job Address: 2813 GRADY LN Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-4058 Project: APN: P126318 Remarks: Potting shed addition to garage. Owner: JIM PROSSER Contractor: Address: 2813 GRADY LN Address: ANACORTES WA 98221-4058 Phone: Phone: License#: General Information: Fees: Building Valuation 6000 Building Permit Fee 125.25 Plan Review Fee 81.41 State Building Code Fee 4.50 Total Calculated: 211.16 Deposits/Receipts: 0.00 Total Due: 211.16 ( iT C...i f-,.1 k t THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR Ir CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. t:. HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL ' 'i PROVISIONS OF LAWS AND : : - - S GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR i-• NOT, THE -'. TING e A PERMIT De S NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE O-'LOC raga GULAT ' CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. .!..l. t SIGN k 4'E OF OWN OR • THORIZE P AGENT ISSUE BYE/ , . ; . ..1 .1 -,---, -,,.... -1 i eit PRo..ssee. . . ._ _..._ _._._. ______ _ _.____ _ _ • _ _ ...__ . _ _ _ ---- - -------- — ,2,513 ,G•21304 too • .‹ z 1 n PARK AVOILLEPOW A•004e0•2.1e3"r (.0222PENED) NAP*VA I° D5 L17 —1 /74 OREMUS CI TY ROW iti -i !3 aralur( r:A--)i 41 1 I- -1 1 r- as2.+2.s222,T • i to.5fi z 1 sF it 42,& 18 x --, --,-;-' 7 7;::::-.7.7F:———1—'4 / 7---t----i it,",li'..5i.Filin...NE .0 5ii.L;;;Aoy rm.,. 1.•;,/',.6,,,,,,„),,,,,,-,I •,,,,,,. ,t ,- ..•,• ,,a. i J f .. , \ ¢ -if •••!1. 1O02; 77146g i 1.41. '7'...' i ' ' \ ,.,. 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(2) 2x tak EY451Z43c1 y°4elea�,d IA) _. /17- PI 6viq MoZ'To,WICE iP 9)E9r1 w ar- 4-aaa* itcn vatioaltcv cv?leodZp £) ,...s lr ) dIn1 "Ill 1 d,p• �, 0, ' At O -►IL1—i ocn1;1° lvold4-,l 1 l's.%\\\\, • rC -erbe 40 414:14 aL3/44 6rvl)Sly of co raj 40 b, ` ol, 1,,,MICI.kph ftiJ '% S rVitia ?tti. '' 1,04....4 ME UO69 act., try ,, ":".'il. —*-- - ' - 0 • woe bF / • . t eta L* C n/s.k- f ,asse4 WALL CONSTRUCTION PA* DOUBLE ),4C•�c/1 ,4 ittes t ? EXTENT OF HEADER DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) • �"' j��O(I�631 t ii li EXTENT OF HEADER ' SINGLE PORTAL FRAMyE(ONE BRACED WALL PANEL) A LI ; 6'T018' �1) '*. f. ,-f �� FASTEN TOP PLATE TO HEADER WITH TWO f)+ TYPICAL PORTAL I'l V• I.1• i'�' ROWS OF 16D SINKER NAILS AT 3'O.C.TYP. 1000 LB '' FRAME rl;rU I •I•I STRAP CONSTRUCTION i._ •f•1 i•� .1 111 �: I- 1000 LB STRAP OPPOSITE SHEATHING f• I• .f• I•�• FORAPANELSPLICE •b I•. •,• ;•I• (IF NEEDED),PANEL • j• I-I• FASTEN SHEATHING TO HEADER WITH 8D COMMON OR EDGES SHALL BE •f C_� �, L MAX. II I•i• GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND BLOCKED,AND OCCUR f I •�7�'"" EIGHT LI I 3"O.C.INALLFRAMING(STUDS,BLOCKING,ANDSILLS)TYP. !, WITHIN 24'OF MID- cp{))'$I4 ��r 10 ry'•H ,i- HEIGHT.ONE ROW OF ' i" .I•I TYP.SHEATHING-TO- • • 0 I) '1 -�•�'" ®u FRAMING NAILING IS •• -f• �,,• I' REQUIRED. + I. -I•I 1!" IF 2x4 BLOCKING IS •I• -I.I 1+ USED,THE 2x4'S MUST ••� ,Si j I,L'---MIN.2x4 FRAMING BE NAILED TOGETHER •• I `•' 4 DOUBLE WITH 3 16D SINKERS .' II. .THICKNESS WOOD 2x4 POST -I• STRUCTURAL PANEL SHEATHING • .f. MIN.4200 LB TIE-DOWN DEVICE(EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) II MIN.1000 LB TIE DOWN cowl ' • -� • - SEE SECTION R602.10.3,3ni. I DEVICE 12 it rat �A, __ ,,, m m For SI: 1 inch=25.4 m ,1 foot=304.8 m,1 pound force=4.448 N. 4 3 2a—..,, 1...E-. FIGURE R602.10.3.3 METHOD PFH:PORTAL FRAME WITH HOLD-DOWNS - 130 I it "TA ;-t sc4e; cepp 'w't I,. ,y__._._._.-------------eo_,rk aXq 1 ,o 1 s1Wolk kIt ' •C`� V L C I 1)0 t/z ► ` i i I i I1� a. 10. c� Te 6.,ke i �lTs S.tt a ��e.bC L'"j Qom' i "'-410k t' ® i 4 (2,¢ A a r • ?ct act f l