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HomeMy WebLinkAboutPermit File 4501 Queen Ann Way DECK 1-0 • ., . . 3 ' — L. i-j) A H,1 ' . . 0 ' // • i pc,s'1"_5 i i / 0 RN I-,8-5__. et P Pr R.--r— ,,,,,,,, , X g R 7; PO 6 , / o 1, CH -.10/57- 1\• ,----- '•.9 CD Nr €15—C I 1-1-1 co) \ ' i. irlib''':11 3.5 1.-. 1) Vft7:1 .., 1,--0 e.4-c....5 -- -._- ?<-7 , le_.,f.0 t.) 5 .E-- E....e: p Gi a-4ZZ - ' ,,! 0..,_ 01. 161( 0. C.-/ •j015,--5 7-----' i e) U., LI=-- )-sc5 CI) I 97 H fq-N) 'E---P,S c(f'DD,1 9 i&t , . ' ' --r--P\ 1 1.—_ fri 14-1—c__ )1-.1 N0 aver P >1)," 3 ' ''' ii-1/ /i„ - o -10.,- (1 — .9 0 L..I ,D 5 \J fk-F- ( 0-- - •-• -214__ . 00 L 0,- 0 iJ ii ETC;7-0 H H —r il) 1 P iti L.1--- k Pr '. /-3 vt.t.--:# .._,-F-0 ("0,,, P/-77 LV,f11B: " 1 K.F.-- V tsf 0 N) F-- 0 f (4_5-0) Q c.);E:ENJ 0823202-2 0162 08/21/2008 001 9 Permit Fees 007892 $285.83 GZT Y 0 :.. City of Anacortes Permit#: BLD-2008-0318 904 6th Street Issue date: 08/21/2008 P.O.Box 547 Expire date: 08/21/2009 * tQj Anacortes, WA 98221-0547 G' �,s"w' (360) 293-1901 Job Address: 4501 QUEEN ANN WAY Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-3225 Project: APN: P59243 Remarks: Addition of existing house to family.Add new new sunroom and deck. Owner: LAPRADE DAVID G Contractor: Address: 6119 PARKSIDE DR Address: ANACORTES WA 98221-4007 Phone: Phone: License#: General Information: Fees: Building Valuation 25000 State Building Code Fee 4.50 Plan Review Fee 110.83 Building Permit Fee 170.50 Total Calculated: 285.83 Deposits/Receipts: 0.00 Total Due: 285.83 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 ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. OWNER OR AUTHORIZED AGENT ISS0- SIGNATURE 080660.4-2 0004 03/0 f/2006 002 8 Permit Fees 00 892 430.00 C4 Engineering and Development Services PO Box 547,Anacortes,WA 98221 r: Y Telephone 360.293.1920 � Fax 360.293.1938 ' '°" E-mail engineeringAcitvofanacortes.orq RIGHT-OF-WAY PERMIT APPLICATION Submit this application with payment at least five days before the work starts. Please complete both sides of this form. (City completes shaded sections.) SITE , PERMIT LOCATION: I/J )j Q�,i c...i)A N!tiE t\"'"A ti NUM: ER: W 8 -.W OWNER INFORMATION CONTRACTOR INFORMATION Name IA -Nilb p_f4 Name ----_._ Address 95--0/ av,_i,l ANANE41jAy,Address City A uAQ. of:kT1iS City State ,18\ Zip ? 2 ) State Zip Telephone 5- Y- 6.7--7 I / Telephone License Number PROJECT INFORMATION Wor Includes (check all that apply) urb Cut ❑ Water ❑ Sewer ❑ Storm ❑ Gas ❑ Sidewalk ❑ Street Cut ❑ Phone ❑ Power ❑ Cable ❑ Culvert Describe Work: /1 Q c_ i� , 7 / - j v`i c_ U - R -r o ¢1 0 D () R i vi -q y PERMIT TYPE *urb Cut.$50 0 Street Cut$50 0 Inside Traveled Way$50 0 Outside Traveled Way$20 SPECIAL RE U I RE NI`IE t S: Call.1.800 424 5b55<two business days before you dig. Q}'t_. \--Lo wa ,ivy 0 cl. rti•.ri 1,t)SL. ' Work within the City Right-of-Way is permitted by approval of the City Engineer. All work in the right-of- way must be bonded. The applicant and owner must use warning signs, traffic control, and barricades as necessary to ensure public safety in the work area. The applicant and owner must restore the right-of- way to previous condition. The applicant and owner are liable for damage to public and private property. vs. fili , ks„.., ' . ''tis3 1 - - r - -7 1 ity Application Approval Signature ate Applka ignature Date SITE DRAWING 1 . Show north arrow 2. Label streets 3. Draw plan 0A) vE Ut7 - --.--LoAQPc--- \)373\ `If p CONSTRUCTION INSPECTED AND APPROVED City of Anacort:e 1sp`e.ctr Date Permit ;Number STRUCTURAL CALCULATIONS FOR LAPRADE RESIDENCE Anacortes, WA 2006 IBC August 21, 2008 Job No. 08-091 PREPARED BY: SCHEMMER ENGINEERING INC. 317 Commercial Avenue, Suite 101 Anacortes, Washington 98221 (360) 293-9006 ,`�P�� www.schemmereng.com / r�,�R, F� o J 81 �� eSS/ONAL ECG\ !EXPIRES: 04/ 16/1 GENERAL NOTES %i ZI'-T 1/2" II1-2" IS'_O" 1/4" I. ALL. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. rie—/Z31 'It / 4-i I/4' b-8 1/2" / b'-6 I/2 4'-I / 5 [ / 5 [ / 1'-3 I/4' / 7 8 3/4 BRIAN J. NYESTE 2. SEE SHEET 51.1, FOUNDATION PLAN FOR ADDITIONAL FRAMING NOTES. =j S I Carl I G 115 SEAFARER'S A 3. ALL EXTERIOR WALLS ARE 2xb - 16" O.G. STUDS,UNLESS NOTED OTHERWISE. TE. 204 "� 14, 36xb° FIX 9°xbe FIX ARCHED 36x6°FIX O p 4. ALL INTERIOR WALLS ARE 2x4 - 16" O.G. STUDS, UNLESS NOTED OTHERWISE. ANACORES, AS 022I �i//',4::ti' 5. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, TELEPHONE. 360 2q3-a200 / 4 a C C MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. FACSIMILE: 360-2q3-g211 0 ST�/U� r - CELLULAR: $b0-661-2162 in in GX� © _ = ♦ 6. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT AT LEAST 6 50. IN. s . a`/ t -- )N '1 x II X NEW S I- , AND PROVIDE READILY OPERABLE DAMPER. INSTALL GAS FIREPLACE WITH CLEARANCES EMAIL: Brt et Z� D E� RENOVATED o i� �� ~ ' ' , •,, K \ o NEW ADDITION OF fr �� © AND COMBUSTION AIR PER MANUFACTURERS RECOMMENDATIONS AND BY CODE.co 'g CK Il 1 1Z 16" WONDERBOARD TILE BACKERo TUB SURROUND.mFAMILY ROOM m ,� B0� 9 MP < < G. ►*j w VAULT a La (2) STUD SPACING BETWEEN WINDOWS. ( r i J ) L\ O] O 1 ! L____T \ \ et ALL WINDOW/DOOR HEAD HEIGHTS TO BE 6'-O" A.F.F. 04 ,, \/ w U• ipii EXHAUST FAN VENT TO •� �/ COVERED �/ m OUTSIDE 0Z I \ / NEW ii I DECK 1 \ / 1 _ / • I \/ I VAULT 1 \/ I FLOOR PLAN KEY I REFERENCE NOTES �' ki U I /\ I /\ I I / \ I � / \ I \ �' c ;C MASTER — — (� m NOTED As 0 oN THIS PLAN ��&CY / w 8. I , 7 BEDROOM FAMILYIEXISTING _ • (2)5°xb° are. DOORS O I. STAIR HANDRAIL 36" ABOVE STAIR NOSING. INTERMEEDIATE RAIL SEALING SHALL �r 'NL,f m p Q // / /W \ \ NOT ALLOW A 4" DIAMETER SPFEiRE TO PASS THROUGH PER I.R.G. SECTION 3122. EXISTING `v 2. GUARDRAIL 36" ABOVE FIN. FLR. INTERMEDIATE RAIL SPACING SHALL NOT U Coz6 O Q _ - DINING ROOM - ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.G. SECTION 3122. 4 EXISTING NEW o,� m 3. TEMPERED GLASS RAIL14-'4.64 _ 4 0 MASTER SUNROOM n \ �� BATHROOM - $ VAULT •y/, 1 0 n in ll CC x \- -/ (N) Z'x4' \� 7/ n 6UILUIN '^ I \ / SKYLIGHTS I \ / I p GS SHALL NOT I1 m EXCEED 14 0110FT. FRp[yJ I A I TYP. 4 PLG5I A I 2 \ l HIGHESTPOINT[FROM O Q o $ — I / \ I I / \ I MN.5/6' POND sHeATHINs /L — /L _ JA ON(U SIDE W/64 COMMON CM 7 .1 Ill to IORBOX NAILS• 6"o/ ON%////%/////�09- i//%%00�> 1.4- %%%i.re/////// %//"//4;4% \ \ ED3E5 S 17'°%Fld.D. - Z 4 4 BLOCK ALL PArIL EDeeS. 9EXISTING • NEW 4% Nm ra TPR�Ac r 4 cc LAUNDRY °m O O 51�ATNIN6. lens have been r for com fy the S oC O L� Z J� fla�ce 3 - DECK I I' b" m EACH PMICI AND STUD MUST HAVE A these p mates a Only.Prop®nY Z W +— EXISTING - EXISTING r '� G rP IhST CCOVININs TO Skyline Bea sets.Club ponsible for abboondsrlea. W W (�/ KITCHEN BEDROOM 15'-0" ; THe MAN?.aca+tmAllotG.uselene and p owner is solely ropertY Cl) n Q 51MP50N 'HD24',PMD2 W5D53,OR cede comp, v 'S7MIDI0/STHDIORJ" h19" _ pevlewed A No ed "Mk Reviewed 4 n (l. P `�/c7� 0 0 Z \ 11� PLAT!TO JOIST NAILING: (S) 'fix./ J .� ►1 Da N Z 4 O � : ** Ibd NAILS EVERY 16" ember d EXISTING © A a _I' (BOLTS MIN.SILL PLATE AT 114 �� tE ENTRY ���, rolN S. AO Member g� qF======p O = `Q .) I I I I . FOUNDATION MAT HAVE NOT r C l b a II 7 LESS THAN N s4 NEAR TOP > C ®_-_ a 44 4'a I i BOTTOM. Notes' e- Q =Min rooms EXISTING v \ BATHROOM ALL POOP PRAM BUILDINGS MUST HAVE A BRACED WALL PANEL EXISTING STARTING WITHIN 6'-0"PROM EACH END OP ALL EXTERIOR WALLS AND 2-CAR 3'-b" / 3'-b" / 8'-O" / SHEATHED WITH 5/6EVERY 251-01. GPLYPD OR�//16""05B A BRACED PANEL MAY GARAGE BE REPLACED BY AN ALTERNATE BRACED WALL PANEL CONSTRUCTED _O IN THE FOLLOWING MANNER � • SHEAR WALL LEGEND - - WALL - - - ALTERNATE BRACED WALL PANELS ONE STORY wog STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS Al THAN 5/16"(1.4MM)POR 16'(406MM)SEND WAGING NO NOT LESS THAN 5/6'(43M)POR 24'(610MM)STUD SPACING IN REVISIONS: N.T.S. ACCORDANCE WITH TABLES R6023(5).NAIL PLYWOOD TO STUDS WITH bd COMMON OR DEFORMED SHANC NAILS AT 6"ON CENTER AT TIE EDGES,AND 12' ON CENTER A AT THE INTERMEDIATE SUPPORTS. EXISTING I < A BEDROOM Ibd NAIL• 24"O.G. GYPSUM WALL BOARD 4> sEe DETAIL AI 0INSTALLED IE ACCORDANCE GYPSUM BOARD[SHEATHINe I/2'UBMM)THICK BY 4'(1214MM)WIDE,WALLBOARD WITH CHAPTER 1 OR V BASE ON STUDS SPACED NOT OVER 24"(610MM)ON CENTER AND e y< 4> NAILED AT 1' (116M41 ON CENTER WITH NAILS AS REQUIRED BY TABLE R6023(I) Igaga FOR SHEATHING Alt TABLE Rt0235 FOR INTERIOR eYP51M BOARD.EACH BRACED WALL PANEL MIST ee AT LEAST 46'(1214 MM) IN LENGTH MEN APPLIED JOB NO.: 07-113 TO BOTH PACES OF A BRACED WALL PANEL. 64 NAIL a 6" O.C. 6d NAIL a 12" exc.ON ALL ISSUE: PERMIT (ALL PANEL EDGES) FRAMING MEMBERS NOT AT DATE: 12/5/07 PANEL EDGES GYPSUM BOARD[SHEATHING 1/2"05MM)THICK BY 4'(121lMM)WIDE,WALLBOARD WOOD STRUCTURAL PANEL OR VENEER BASE]ON STUDS SPACED NOT OVER 24"(610144 ON CENTER ASV INSTALLED IN ACCORDANCE 40, NAILED AT 1' (rl6M"V ON CENTER WITH NAILS AS REQUIRED BY TABLE R6023(1) WITH TABLE R6023(1) FOR SHEATHING APO TABLE RT0255 FOR INTERIOR GYPSUM BOARD.EACH FILENAME: 07-1 17-A2.1 BRACED WALL PANEL must BE AT LEAST 46'(2466 MM) IN LENGTH WHEN APPLIED TO ONE FACE OF A BRACED WALL PANEL. (A) OUTSIDE CORNER DETAIL s MAIN LEVEL FLOOR PLAN MooCONTIN TURUCI7JRAL SHELSHNGHINL GYPSUM WALL BOARD WOOD STRUCTURAL PANEL SHEATHING SHALL BE INSTALLED AT CORNERS IN INSTALLED IN ACCORDANCE ACCORDANCE WITH Fl6URE Rb02.105.THE BRACING AMOUNTS IN TABLE R602.10.1 €s•:s SCALE: 1/4" = I'-O" WITH CHAPTER/ POR METHOD 5 SHALL BE PERMITTED' TO BE MULTIPLIED BY A FACTOR OP 0.4 FOR WALLS WITH A MAXIMUM OPENING HEIGHT THAT DOES NOT EXCEED 65 PERCENT OP It. t E THE WALL HEIGHT OR A FACTOR OF 0.6 FOR WALLS WITH A MAXIMUM OPENING € i.§ A)�A'r HEIGHT THAT DOES NOT EXCEED 61 PERCENT OF THE WALL HEIGHT. 1114 Z SHEAR WALL NOTES $ = s WOOD STRUCTURAL PANEL 8$ TABLE R602.105 llh. W .v ffi LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALL 16d NAIL • 24" OC. INSTALLED IN ACCORDANCE ALL VERTICAL JOINTS OP PANE.SHEATHING SHALL OCCUR OVER STUDS. > 1 ' -5' WITH TABLE R602.50) HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR THE W _:% $ 8d NAIL a 6" 0.C. ON ALL FRAMING SPECIFIC SHEATHING MATERIALS. a -gg MINIMUM LENGTH OP BRACED WALL PANEL I <I MEMBERS a PANEL EDGES AND 12" J .g S (INCHES) MAXIMUM OPENING HEIGHT NEXT TO THE BRACED HALL PANEL 0C. ON ALL FRAMING MEMBER-5 NOT (% OF HALL HEIGHT) AT PANEL EDGES BRACED NALL PANEL SOLE PLATES SHALL BE NAILED TO THE FLOOR PRAMING 8 rir.s 6-FOOT WALL 4-FOOT HALL 10-FOOT WALL AND TOP PLATES SHALL BE COMECTED TO THE FRAMING ABOVE WITH(5) 16di4 Q ffi E'` PER IS'.SILLS SHALL BE BOLTED TO TIE FOUNDATION OR SLAB WITH I/2"X 10" C J 91 Q 46 54 60 100% (15) INSIDE CORNER DETAIL ANCHOR BOLTS EMBEDDED 1' INTO CONCRETE. SPACE BOLTS NOT MORE THAT 6' G W 11 8 E 1 OR AS SHOWN IN PLAN,WITH A MINIMUM OP 2 BOLTS PER BOARD,LOCATED NOT $t s 52 56 40 65% CONTINUOUS STRUCTURAL MQUa NA H S. NOT LESSOISTANREIPEFROMCACHULA TO END, RA E' HALL XA"X IN S36 " ABOVE,BLOCKING SHALL BE PROVIDEDUNDER APO IN LINE WITH BRACED BRACED ligg o 24 21 50 65% O PANEL SHEATHING MIALI.PMEI.S. x 11 N.T.S. u A 2 SHEET NO.: A2.1 SHT OF 6/3/08 .. . , ::,. NEW ADDITION / / ^� jia BRIAN J. 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I ' I I ■n.■I�rllwhlT■ ■TIMENO MENsaulrn n1���1 npung pactn�em h, [ VOW nnr.h�l M i °114I ono ' MIrh.In`rII EMEMIEEEM INEEM 'hiin.Il■.I- .In/In.I ■ - .In,Inrr■ Irr rI I'I 1n hrI ,n�1 Ind ' •• "' ' �•• --- -`- -•' g 5 .rr•�alli•W .�.�.. !r�anal. --- - -------• T.O.SU$FLOOR MAIN LEVEL ■ � sg � . _pI_pn \ © 119ADI.!1RIM OVrUTAD DOOR-coa'OTOII TO 0 / • VCRIW MtAt I MOOS Cr Owa1 CT g L �- J M FOOTS Nix'MOM W I. if:kii 112 0 W i ell se,RM v LOW I mull.moosa CZ © nm. 1 REAR ELEVATION SHEET NO.: wwDe1 NAND RAIL SCALE: 1/4" = NO" C cDI,IR1oDI■Dr1e1 A3.1 El rat We SHT OF 6/3/08 BRIAN J. NYESTE 1,ESICa1 4 I1�1C_ 115 SEAPASER'S WAY, STE. 204 ANACORTES, INA 9822I TELEPHONE: 360-20S-9200 FACSIMILE: 360-293-92I I REFER TO PLAN FOR BEM SIZE (SHEET SI) CELLULAR: SbO-661-2162 1/2" EMAIL: BrlonNyestelleverizon.net 211-1 / 26'-2" / SIMSPSON CAP(BG6-ZMAX) / 11-0 I/2" / 10'-/" • / 8'-II" l BA1/2" / 8'-5 I/2" / L6x6 P.T. POST SIMPSON BASE (ABU66-ZMAX) 1 spa" ALL-THREAD IN/6' MIN. EMBEDMENT lir clkdOs CS r lucre f EIIJ1 H1J ! Q.�. @Aft R. @-,. _ ... .... ... ..... _ - bA b ,�Q;�— ' — J T 11 .!is I\ \ \ o f 1 L " o ,I, 3'-0" @t�'d'� 0 0 0 @�R d' • \ 12 soNo TUBE Q"C- @ . — 2 a :, : 12 4 I b{p\ 36"x36"x6" TH. CONC. PAD W/(2) s4 EA. I.4AY h b�j��p 31 \ I- T ,t0 CC -_-_' I \ n I ' 36" CONC. FOUNDATION POST DETAIL ---1 .. O NO SCALE u„ / 15'-0" Q n Q to3 @�@ n --,4,— r — -'" — 4REFER TO PLAN FOR BEM SIZE (SHEET SI) _J 1 N IL 'il \ - I I I '' I SIMSPSON CAP (3C6-ZMAX) z 3 CO n in I S 6x6 P.T. POST O J LU 4� L — ._ _ J `} � ♦— / Z 'Q - _ v � � Q CCZ3 3'-D" •Q t@d SIMPSON BASE (ABU66-ZMAX) 0 1 1 I z W _sr_ � S/e" ALL-THREAD IN/ b" MIN. EMBEDMENT W I, EU W F- I \ = I Srek (Y (n O 1 1\ Z —..._ ,__ L _ — J o y FIN. GRADE , 0 7I 64 In Z Q' n\ F [ = - - - = 12" SOND TUBE Q i I 1 I 248x24"x&' TH. GONG. PAD NI/ (2) *4 EA. WAY \ \ to Q I ( _. r • L — — J 0 -- 15_0 © 24" CONC. FOUNDATION POST DETAIL NO SCALE L.. . ..—_-__...f" 1 1 -- the SSC These plans have been reviewed by snce to J C1 ; ArchNecturat Committee for eo"iPProPertY 1 Skyline Beaeh Club CC&R's only. Ineer- Owner Is solely responsible for all oun P Pe y boundaries. rt b es. n:,T,codecompifanceand rc REVISIONS: __- ~: itaReviewed Reviews As Noted e ( L''1 c7(�''j i" a De 1 j AC Mamba Oats e I JOB NO.: 07-113 Clotes: ISSUE: PERMIT DATE: 12/5/07 .D r ' ---- I FILENAME: FRAMING NOTES - 1 I Isis I. REFER TO SHEET SI FOR FOUNDATION NOTES AND DETAILS. o_ 2. COORDINATE NI/ MECH. 4 ELEG. FOR LOCATIONS $ SIZES OF FOUNDATION/SLAB/JOISTS BLOGKOUTS. Z s . 11S11, 5. FLOOR JOIST LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND i SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND a 8 p Ss INSTALLATION. Z _ - - - --- __, 4. ALL TRUSS TO TRUSS 4 TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUP. O a -_`.__..._ - 5. FLOOR SHEATHING TO BE 3/4" GDX OR OSB STURDI-FLOOR TM, GLUE AND NAIL IN/ RING SHANK 6d's a 6" EDGES d 12' IN THE g I FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. F i (' — 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND Q LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. 0 its 0 2 0 9. PROVIDE BLOCKING !MINION I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING z a WALL ABOVE. D : Ia 2.. PROVIDE TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT EXTERIOR WALLS. Q. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. Iti t 411 HEADERS: — -— - — zg. (EXTERIOR AND BEARING ONLY) SPAN E - 4XbDF FOUNDATION PLAN OF MORE T E SPAN OF MORE THEN 4' - 5E PLAN SHEET NO.: SCALE: 1/4" = I'-O" S1 E=man:emu - INDICATES INTERIOR BEARING NALL f'/// AI - INDICATES CONCRETE WALL SHT OF 6/3/08 • BRIAN J. NYESTE REFER TO PLAN FOR BEM SIZE (SHEET SI) ___ES I Gill I Tel C SIMSPSON CAP (BG6-ZMAX) . 6x6 P.T. POST 115 SEAFARER'S WAY, STE. 204 'I ANACORTES, WA al8221 TELEPHONE: 360-2Q 3-'1200 FACSIMILE: 360-2PS-�121 I SIMPSON BASE (ABUbb-ZMAX) CELLULAR: 360-661-2162 IN EMAIL: BrlonNyestelleverIzon.net / 21'-'I 1/2" / 26'-2" spa' ALL-THREAD W/ 8' MIN. EMBEDMENT / 111-0 1/2' 10'-T' / 8'-I I" / 8'-9 1/2' / 81-5 1/2" �, \ t�L FIN. GRADE trA \ I' ed.;c, 1 elf;ct @d.;& r — - - - 1 1 ,,C0OPP� yC0�7" trCOO�' e � :4::::". fie• ' R' \ 12" SONo TUBE V" '0 56 56 8 TH GONG PAD Kt (2J EA. WAY .. .... _... DRQ / "xl2" 6.L • + DD -I/2"x " 6 I.:� # . ��11�40 X�k�� �V" 40� � 1 1 1 1 PM DROPPED 6xI2 IT.T_BM DROPPED 6xI2 P.T. BM. I \ S \ �/ DROPPED 6x12 P.T. BM. O 36" CONC. FOUNDATION POST DETAIL I I I •I I JOISTS a lb" O.G. SLOPED I/8�:12" /t6IsHif I I 16\ c 11 2x10 P.T. vEC� oH 0NO SCALE I 1I I 2 I.4I` JL JLL-JJL -JL JL AL- LL-JL JL JL JjL-JIL -JI4J?JIL- JL1 \32JI (- DROPPED 5-I/2•x13-I/2" 6LBI . ' ' I Ark 15 rO" / CD REFER TO PLAN FOR BEM SIZE (SHEET SI) ® ii I SIMSPSON CAP (BC6-ZMAX) <1 I t ado d,A W 6x6 P.T. POST /C 1CC II - Q � ' L.L 2x10 P.T. DECK JOISTS ® �" O G I y�0 M SIMPSON BASE (ABU66-ZMAX) O Q - _ _ _ -�-� \ _ _ :� %a" ALL-THREAD W/8" MIN. EMSCDMt:NT ZO J D 5-I/2"xI5-I/2" 6.LE3.r�i i i- ZQ � � \ 4 � Z9 ribr e�e�t FIN. GRADE En w 4 1 Z Ill n:D yir Eli ty C 4 y I` `1 7.4 ___.____ .___ IG AISTS ::::11 OG. '^ I \ L 12" 50N0 TUBE \V12x12P.T.DEGA 24"x24'x8" TH. GONG. PAD IW (2) #4 EA. WAY 0 Z CI in4 \ - i I Q"``� �' U L i T e , 24" CONC. FOUNDATION POST DETAIL 0 A- ko © NO SCALE DROPPED- 5-I/2'xl I/2" eQS. - > L1-immel/ 15'-0" ✓ 5/4'Toe POND-GLUE ! 2xb PT SILL NAIL TO SUPPORTING '1. 2%e DECKING _ 1EFBlR5 �1 r — - - � — / 1 / / /i i I III Those plans have been reviewed b the SBC �l/ill /l/ h i l l Architectural Committee for compliance to - W210 HANGER Skyline Beach Club CUM',only. Property Owner is solely responsible for all engineer- I _-1 C 2X10 P.T.JOISTS ing,code compliance and property boundaries. se AT I6'OG 2XI0 P.T. - ATTAGi j l-eviewed 0 Reviewed As Noted REVISIONS: �� TO FLOOR T I/2'LAG BOLTS }• nc� / i u. - __--- � ----= AT 12'OG BTAGEt'.RED HIGH l U.S- _ �__---- _ ___-_ -__ AFO LOW e ember Dat A AC Member Date [] Notes: A JOB NO.: 07-113 ISSUE: PERMIT © RESIDENCE / DECK DATE: 12/5/07 -- - I 3/4• = 1'-0` FILENAME: I -- FRAMING NOTES 6 4 3 z i .s <C I. REFER TO SHEET SI FOR FOUNDATION NOTES AND DETAILS. J ;I I I 2. COORDINATE W/ MECH. 4 ELEC. FOR LOCATIONS 4 SIZES OF FOUNDATIOWSLAB/JOISTS BLOCKOUTS. a_ gg_ g s 5. FLOOR JOIST LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND 721 s I SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND S i e g E I I INSTALLATION. a 1 I 4. ALL TRUSS TO TRUSS 4 TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. Q a 5. FLOOR SHEATHING TO BE 5/4" CDX OR O515 STURDI-FLOOR T46, GLUE AND NAIL IN/ RING SHANK Sd's a 6' EDGES E 12" IN THE CC ' FIELD. FACE BRAIN PERPENDICULAR TO SUPPORTS. LL I e -- 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND E;il , s LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. W ,`t"_ h � 5 R. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING > s I g a WALL ABOVE. W I: " b. PROVIDE TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT EXTERIOR WALLS. -I $sI a x a e. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. Z Ia! HEADERS — -—-— I M] (EXTERIOR AND BEARING ONLY) MAIN LEVEL FRAMIN PLAN SPAN4' ORLESS 4X8DFsl SHEET NO.: SPAN OF MORE THEN 4' - SEE PLAN SCALE: 1/4" = I'-O" Pj l/i..Lll...la - INDICATES INTERIOR BEARING WALL L I'/// / - INDICATES CONCRETE HALL SHT OF 6/3/08 j k f //o I BRIAN J. NYESTE amt31G1-4 11%1C_ "115 SEAFARER'S WAY, STE. 204 NEW ADDITION / NEW ADDITION / ANAGOR.TES, YVA P8221 TELEPHONE: 360-2443-41200 FACSIMILE: 560-24I5-921 I CELLULAR: S&0-b61-21 b2 EMAIL: 5rlonNye ste I Iovorizon.net - bxl7 1 _. ... tO Q at .1 le IDROPPED 5-I/ "xIO I/2" G.L.B. sip • go jl - �y� } , ' W Cl ; (l Q ^_._.__� —.. - —bxl�- - I ' etc/CC� (N) RIDGE ~ I..L ee � JWm— ?eve,NEEREG 9015SOR'MUSSES !_ ) ,'�o Q d 3 O W z `� / 6 ,• z = Ww a BUILDINGS SHALL NOT '^ Ul O �JJ RIDGE / EXCEED 14 FT. FROM t et ! HIGHEST POINT OFLOT ry 0 VV�.._..__..._. : I x -x _ Q Li ._...._._.._.._. �e el .O 0 '��_ a.__....._.__....__...._____.___._._._-r Z z <- uQ CD I1 ii Q 11 { : 1 � is These plans have been reviewed by the SRC Architectural Committee for compliance to Y, 41 11 Skyline Beach Club CCBR's only, property Owner is solely responsible for ell engineer- 1 Ing,code compliance and property boundaries. Ili ` I� l{ eviewed Reviewed s oted — --- -1 AC ember Date REVISIONS: C 1---- � A AC Member ate I Notes: __ _ _ t A —_ _ JOB NO.: 07-113 ISSUE: PERMIT DATE: 12/5/07 FILENAME: I FRAMING NOTES 1_, 1 L I. REFER TO SET SI FOR FOUNDATION NOTES AND DETAILS. Z g HE if E 2. COORDINATE W/MECH. 4 ELEC. FOR LOCATIONS 4 SITES OF FOUNDATION/SLAB/JOISTS !LOCKOUTS. -------- 3. FLOOR JOIST LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND livii SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND E s E INSTALLATION. a 4. ALL TRUSS TO TRUSS 4 TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. _Z Ls € 5. FLOOR SHEATHING TO BE 3/4' CDX OR OSB STURDI-FLOOR T46,GLUE AND NAIL kW RING SHANK bd's O b" EDGES 4 12" IN THE iii FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. Q g$ b. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND CC -2 b , s LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. LL 1'6311 s a "7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING IL ,18s1 WALL ABOVE. /� -. b. PROVIDE TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT EXTERIOR WALLS. (j�,/ e 0. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. $ ' 1111 HEADERS: — - - — ; g2] (EXTERIOR AND BEARING ONLY) SPAN 4' OR LESS - 4X& DF Ill SHEET NO.: ROOFFRAMING PLAN SPAN OF MORE THEN 4' - SEE PLAN SCALE: 1/4" = I'-O" re. .....u......(u - INDICATES INTERIOR BEARING MALL S3 , '/// - INDICATES CONCRETE WALL SHT OF 6/3/08 y `.<1' o�, CITY OF ANACORTES WASHINGTON 9coa't BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 4501 Queen Anne STREET&NUMBER Owner: Doryan Construction I . Constructed By: der OWNER OR CONTRACTOR Bldg.Permit it COM98-0110 Date Of Issue: 6-8-98 Occ.Group: R3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized, 14th September 98 This Day Of 19 . . AUTHORIZING OFFICIAL ; SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. ■ ■ PLUMBING PERMIT CITY OF ANACORTES PERMIT NO. : PLM98-0039 P.O. BOX 547 APPLIED: 09/14/98 ANACORTES, WA 98221 ISSUED: 09/14/98 (206) 293-1901 EXPIRES : 09/14/99 SITE ADDRESS : 4501 QUEEN ANN WY ASSESSOR' S PARCEL NO. : 3820-000-028-0000 PROJECT DESCRIPTION: Irrigation system. — OWNER — CONTRACTOR MR. & MRS. MORTINSON MAGIC EARTHLANDSCAPES 4501 QUEEN ANNE 650 GUEMES ISLANDRD. ANACORTES WA 98221 ANACORTES WA 98221 293-4828 MAGICEL121L9 TYPE OF WORK •ADD KIT SINKS W/DISP: 0 WTR PIPING/TREAT: 1 TYPE OF USE -RES WASHING MACHINES : 0 HOSE BIBBS • 0 ELEC WTR HEATERS : 0 GREASE TRAPS • 0 WATER CLOSETS . . . : 0 LAUNDRY TRAYS . . . : 0 ADD ' L FIXTURES . . : 0 BATH TUBS • 0 URINALS • 0 SHOWERS • 0 WASTE INTERCEPT. : 0 DISHWASHERS • 0 DRINKING FOUNT. . : 0 LAVATORIES • 0 FLOOR DRAINS • 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 27 . 00 MD 09/14/98 8990 TOTAL $ 27 . 00 I hereby acknowledge that I have read this permit and state the above information is correct, and agree to comply with all ordinances and Laws regulating activities covered by this permit. ooe t / ssuted by Apple O er' s Signature 24 Hour Notice Required For All Inspections plm_prmt, Rev: 06/11/92 c . K. Fnsz G0 9-i \--A g (20 FINAL INSPECTION CHECKLIST Inspection Date: q t-eig/ 95 0/ OiAEE.ni 14u,.fc Permit No 4r4)9(9 a) o`ryDate: (0 —5-96 Zone: i Owners Name: IC: rc !) 6nS c&C Owners Address: ************************************************************ Occupancy Group: ec.3 Consruction Type: Variances: Safety Glass: e:79E Sewer Fee Paid: Hand Rails: d,L Sewer Inspected: Guard Rails: �K WSEC Compliance: Traps: Pc xl-5 Attic Access: ,C2JG WOSd Stove: d C- Smoke Detectors: Water Pressure: T&P Drain: House Numbers: oIG Insulation Cert: Site Drainage: OIL_ Radon Test Kit: Curb Cut: O!t Garage House Door: Cft Crawl Space Insul: ZDIC Bedroom Windows: 04 - Crawl Space Access: dC Water Heater Strap: t7jC Vapor Barrier: Of( D.W. Air Gap: O,k ,/ Water MeterBox: _ Auto Garage Door: t2 -- Outside Caulking: �JC Exterior Decks/Landings: Z2/C Exh. Duct/Dryer Vent Dampers: �� COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : COM98-0110 P.O. BOX 547 APPLIED: 05/29/98 ANACORTES, WA 98221 ISSUED: 06/08/98 (206) 293-1901 EXPIRES : 06/08/99 SITE ADDRESS : 4501 QUEEN ANN WY ASSESSOR' S PARCEL NO. : 3820-000-028-0000 PROJECT DESCRIPTION: New single family residence 1 — OWNER — CONTRACTOR — LENDER DORYAN CONSTRUCTION 1004 COMMERCIAL AVENUE ANACORTES WA 98221 299-3285 — FEES TYPE OF WORK -NEW AREA (sf) VALU...$: 95000 Code Amount---- By- Date---- Receipt TYPE OF USE :SF LOT • 0 REQUIRED SETBACKS---- ESPL $ -100.00 MD 06/08/98 8553 ! CENSUS CATEGORY •101 1ST FLR • 0 FRONT • 20 ft PLCE $ 271.70 MD 06/08/98 8553 ZONING 2ND FLR • 0 SIDE(1).-: 5 ft PRNT $ 418.00 t® 06/08/98 8553 :R2 -• BASEMENT • 0 SIDE(2)..: 10 ft PNEC $ 86.50 DID 06/08/98 8553 OCCUPANCY GROUP GAR/CARPORT...: 0 REAR • 20 ft PPLM $ 111.00 MD 06/08/98 8553 :R3 :? :? :? OTHER 0 REQUIRED PARKING-- STEC $ 4.50 MD 06/08/98 8553 TYPE OF CONSTRUCTION TOTAL • 0 SEER $ 3483.00 MD 06/08/98 8553 :5N :? :? :? : NUMBER OF UNITS • 0 ACCESSIBLE.: 0 IxsT $ 400.00 too 06/08/98 8553 OCCUPANT LOAD STORIES • 0 COMPACT • 0 STRN $ 1126.00 MD 06/08/98 8553 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf INSP $ 50.00 ND 06/08/98 8553 FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0 :/GAS/ / /: 0-3 HP • 0 COMML. INCIN •0 FURN < 100K BTU: 1 3-15 HP • 0 RELOC/REPAIR.--: 0 TOTAL $ 5850.70 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 1 ! FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 1 — NOTES UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 1 VENT FANS • 6 AIR HANDLING UNITS-- FIRE LOG/LITE..: 1 1 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 W00DSTOVES • 0 VENT W/O APPLI-: 0 > 10000 cfm.: 0 OTHER UNITS • 0 EVAP COOLERS...: 0 GAS OUTLETS • 1 HOODS • 1 WATER CLOSETS...: 3 WASHING MACHINES: 1 FLOOR DRAINS - 0 BATH TUBS • 1 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 1 SHOWERS • 2 LAUNDRY TRAYS...: 0 HOSE BIBBS • 2 DISHWASHERS • 1 URINALS • 0 GREASE TRAPS • 0 LAVATORIES • 1 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 0 KIT SINKS W/DISP: 1 DRINKING FOUNT..: 0 I : I hereby acknowledge that I have read this permit and state t t the a bve', nfor ation is correct, and agree to comply with all ordinances and laws regulating activities covered by this perm t Issued by Appl cant wner' s Signature 24 Hour Notice Required For All Inspections com_prmt, Rev: 11/04/93 QUEC.jj .411 ANNC �-G�ea L�at atPATEL brro4 tt$ A:2-0; 4so1 QJ€N At* Gal 1T2HeTce= t m ffh2 In1S1 Lf02'. SrEds LANY-.ti TVI /Jrld ( 0 =q M N f T I- m p g ,sz. , n 3 ,� ' .Q 14-i? .9< \ QG 09/24/98 THE 10:49 FAX 360 293 1931 ANACORTES MAINT -),-» ENGINEERING IR1001 r- i _ Commercial /z it- r�, P.O.Box 294 BACKFLOW PREVENTION ASSEMBLY I.srill Protection Anacnrtce,WA9322T NC. NC. Ow) 293-9559 TEST REPORT (800) 460-50OO f /�_ pr �+�,[� tom,_- /'� Fax:293-5309 NAMC: V 5(am 4_ w\`r • iiE"' Sot—i It 1Ci.1 I '9.-1L-Ale . MAILING ADDRESS; e�5 MI a-. .. - ... SERVICE ADDRESS: ;Y y O LY Ith /.f ,4/JM LOCATION: Wit" t .Jegar,NPAZ 'Tim L.I A I t. /t ,\ Ins- ,-"'i`'`F.�Z� AA t't tt.-' t h( dcf #r t(221�N�7rQt�l � C CROSS CONNECTION CONTROL FOR: JR_2i6r4�lr-s]w-I S y,c 7- 4,4/-___ TYPE ASSIIMDLLY: WC--Lei A" MANUFACTURER:.E.:g.-/3Co MODEL:9 co SIZE: ` @I SERIAL NO.: 940 INITIAL TEST RESULTS TEST AFTER REPAIR OR CLEANING No.1 Check: Closed tight ❑ psid No.1 Check: Closed tight ❑ ,,psid RPBA Leaked L I Leaked CI OR Relief Valve Opened—._.„_, . psid Relief Valve Opened .,_ psid RPDA No.2 Check: Closed tight 0 No.2 Check: Closed tight ❑ I naked...., . 0 psid Leaked ❑ peid Passed Test: Yes No Passed Test: Yes No No,1 Check; Closed tight /4 9- _per. No.t Check: Closed light LA psid DCVA Leaked U / Leaked ❑ OR No.2 Cheek: Cloned tight 'fp Z" C 'pdd No.2 Cheek: Closed tight ❑ .,,. ,,,,,psid DCDA Leaked��- ❑ Leaked ❑ Passed Teat: Yes /// __ No_ Passed Test. Yes Nu Air Inlet: Opened „-,psid Air Inlet Opened psld Failed to open ❑ Failed to open ❑ PVB Check Valve: psid Check Valve: paid Lcalccd ❑ Leaked ❑ Passed Test: Yes No Passed Test: Yes No PLEASE RECORD REPAIR OR CLEANING AG Minlmunr Separation: Yes__,,,,, No �T/. INF ORfti ATION IN SFCT En RFr Ow IS THIS A PROPER INSTALLATION? YES NO( JC._,L CUSTOMER NOTIFIED YES - NO p/ g6 Xti / ,r WATER FOUND: ON OFF ❑ D(('' RATER LEFT'- ON� OFF CI LINE PRESSURE: 6 5/I, / /r Test Equipment: Make O -KA A5 ti!tiodel ASRP-N Serial 4 . 1_Z 1 Accuracy Verification Date9,/or , TEST METHOD Rff.-tt(cA.J rep FLC7(.11,,.` - RFMARKS: /LIIvU(J 1 A./4 Ma17Ze4 1 1,,itr'7,97 /) EN/ c/0,i .Fflflat "i h tr1/4. --re.91 V 41.1.45 Po raftlitl4 a P. Ate, 73/0 . Dens/ 9/4:44- 0 I PVC rAcc.O A-F e:e sAc(-/ CZo..C)2...... .. G 2d( 9Pi rre't�innr (}vrry 4i-7e .. GJ" .e - f..0,7..2_....te i Initial Test By: ceiR • 5[6 MCA/ __—.. Cert No. gz sz a Date 9 heiAe, TYped or Noted Repaired Sy, Date Rcpnir Toot By: C d. Date Type'Or Printed , I CERTIFY THE ABOVE REPORT TO BE TRUE: Certified__ 3.t- S giaUxe WHITE COPY(WATER DIV) YELLO COPY(C OMER) PINK COPY(TESTER)