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HomeMy WebLinkAboutPermit File 617 34th Street fi r'i Ofi., City of Anacortes Per #: BLD-2003-9239 904 6th Street Issue date: 12/03/2003 P.O.Box 547 Expire date: 12/02/2004 `'v- ,w, Anacortes, WA 98221-0547'�in � (360) 293-1901 Job Address: 617 34TH ST Permit Type: Renew Building Permit F ANACORTES WA 98221 Project: APN: P56689 Remarks: Renew permit No. COM2001-00100 Owner: EVANS LIVING TRUST Contractor: ! Address: Address: Phone: Phone: License#: General Information: Fees: Renew Building Permit Fee 58.25 Total Calculated: 58.25 Deposits/Receipts: 0.00 Total Due: 58.25 d i c. co 4 0 * -%- Op n. - ICI CO x Lc) in , O x it- O O i F K- _ 9 f i- -X- O CO _ C0 CV -- .. o -Tr -x o N * -I--, x, �' -X- -X- fR x- C -X- t9 -X- is C J -X- C -%- it -K iE O * Y -K- 1+ Cl CO -* E - .+ -X- it. CD O * Q i(- it- -K- F— - iE 0 O O CV x, al iF __ Ca i4 i-M p ., it iM1 co -- iE x- O -O -)F W -if co - -x- = -)E F �I 3 Co 4 1 11 i4, 0 ip -%. F V raj) it CO i4 cn ->(- F al iE i4 i-. H iF x- 11 11 it- E O al p x' 1--- iF c 11 if ,Y * + i-+ W i(- co H it- 54-it. + ++ al „ 0 I— it- t0 * O it. 1 K. O. 033 W CID -X- d _ al * CC 4—\^ al -- LIE — O * 3 4 * * L ll- a E x- H V ti -x- W U **, a O • a O I-- x- f co 4-1 i(- -w- il- C 1— * x a L N- iF a) iE Q ice(- if (Oj i*E — coo i--. -I-. -* 4 -- * CD it O a al Y W al C • it CO al it Cl � a E 3 iF O aI - 0 Ql - - I -+ -%- H cc 1 co - - 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 0 LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 1, i • tile ATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY I in{ IN , `r - O City of An Cortes Per #: BLD-2003-8783 - j , 904 6th Street Issue date: 06/25/2003 Anacorx 547 Expire date: 06I24/2004 y>' 02' Anacortes, WA 98221-0547 �' a3,. (360) 293-1901 Job Address: 617 34TH ST ANACORTES WA 98221 APN: P56689 Permit Type: Mechanical Permit Project: Remarks: Install two gas fireplaces, water heater and piping. Applicant: EVANS LIVING TRUST Owner: EVANS LIVING TRUST Address: Address: Phone: Phone: Contractor: Addressr: Phone: License#: General Information: Fees: #of Gas Fireplace 2 Mechanical Permit Fees 60.20 #of Gas Piping 1 Total Calculated: 60.20 #of Gas Water Heaters 1 Deposits/Receipts: 0.00 Total Due: 60.20 --- o c = x- co I-.l17 v IJb iz- # J E• t O .y *▪ 'Si -X- N 2 * �- * „J ' y * a # 4' * Er \ N # F- H # S 0 N it N -„. C E 1 F- j # I•L i- 'C O H e * a C l- it O F- 3*k Q x L -0 ki a - CD m \ 2� r y C -H- X- I-13 U MI ^▪ w '%- 2 r) -t- N. ClQ c. U Y * d CO U Y" ^ Ti i-� CC Y 3F 4 �- C] * 0 4- CC -% _ CO * -- O CI# O N a 1 ac • I- K - CO ce THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED I WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. r- r /r7G& t Cain n Applicant Signature Iss d by DAfC I f1C I BUILDING PERMIT - CITY OF ANACORTES PERMIT NO.: BLD2001-00424 P.O. BOX 547 APPLIED: 12/12/01 ANACORTES,WA 98221 ISSUED: 12/17/01 (360)293-1901 EXPIRES: 12/17/02 SITE ADDRESS: 617 34TH STREET ASSESSOR'S PARCEL NO.: 3775-019-008-0009 PROJECT DESCRIPTION: Revise existing permit. OWNER CONTRACTOR BOB EVANS 11348 MARCH'S POINT ROAD ANACORTES, WA 98221 Primary Phone: Primary Phone: Phone 1: 293-3088 Phone 1: License#: TYPE OF WORK: AREA VALUE: TYPE OF USE: LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: 1ST FLR: sf ZONING: FRONT: ft 2ND FLR: sf Occupancy Groups BASEMENT: sf SIDE 1: ft GAR/CARPORT: sf SIDE 2: ft 1. 2. OTHER: sf REAR: ft 3: 4: REQUIRED PARKING Construction Types NUMBER OF UNITS: TOTAL: 1: 2: STORIES: HANDICAPPED: 3: 4: BUILDING HEIGHT: ft COMPACT: IMPRV SURF: sf FEES NOTES: Type By Date Receipt Amount PRMT MRD 12/17/01 $95.00 Total: $95.00 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and state and federal laws regulating activities covered by this permit. Issued by App icant or Owner's Signature CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections it � C COMBINATION PERMIT CITY OF ANACORTES PERMIT NO: COM2001-00100 P.O. BOX 547 APPLIED: 6/21/01 ANACORTES, WA 98221 ISSUED: 6/29/01 (360)293-1901 EXPIRES: 6/29/02 SITE ADDRESS: 617 34TH STREET ASSESSOR'S PARCEL NO.: 3775-019-008-0009 PROJECT DESCRIPTION: 400 square foot laundry room addition, reroof the dwelling units OWNER CONTRACTOR LENDER BOB EVANS 11348 MARCH'S POINT ROAD ANACORTES,WA 98221 293-3088 ' TYPE OF WORK: ADD AREA(SF) VALU: $16,000 FEES ' TYPE OF USE: SF LOT: REQUIRED SETBACKS CENSUS CATEGORY: 541 1ST FLR: FRONT: 20.00 Type By Date Receipt Amount r PMEC EF 6/29/01 03-010664 $60.40 ZONING: 2ND FLR: SIDE(1): 10.00 BASEMENT: SIDE(2): 5.00 PPLM EF 6/29/01 03-010664 $34.00 OCCUPANCY GROUP: GAR/CARPORT: 188 REAR: 20.00 PLCK EF 6/29/01 03-010664 $75.73 R3 OTHER: REQUIRED PARKING PRMT EF 6/29/01 03-010664 $116.50 TYPE OF CONSTRUCTION: TOTAL: Total $286.63 5N NUMBER OF UNITS: ACCESSIBLE: OCCUPANT LOAD: STORIES: COMPACT: BUILDING HEIGHT: IMPRV SURF: _ MechanicalEquipment Plumbing Fixtures ---- ,--- Equipment t Quantity Fixture Type Qua2ti' Clothes Dryers 2 Clothes Washers. 2 VentilationWterFans 1 7: ' Hot Water Tanks. . . 1 ,� CITY OF ANACORTES \ J� (�/,rlY!) MU9I4I6TH STIEEING 904 6TH STREET FINANCE DEPARTMENT IS-RECEIPT:03-0106640 C:Jun 29 2001 ��� CASHIER ID:B 12:08 pm A:Jun 29 2001 ' 1 1120 BUILDING PERMIT FE $282.13 3042 DTOGU STATE BUILDI $4.50 0 TOTAL DUE $286.63 �Vi. RROBIRTD FROM: ciCey.)ROBERT EVANS KM $286.63 TOTAL TENDERED $286.63 CHANGE DUE $0.00 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to compl .with all ordinances and laws regulating activities covered by this permit. / ;2/61,%li r Issue v Applicant or Owner's Signature 24 Hour Notice Required For All Inspections / CITY OF ANACORTESen BUILDING DEPARTMENT NSF CERTIFICATE OF OCCUPANCY N2 1 - 434 THIS IS TO CERTIFY that the (description of building or structure): - 0:4-64k Owner: _DAM-- - --- --"1--Clikt-E44544, Street and No.: 6t 7 3W "LS r'- .,_, Contractor: EXAM44.1.04"vt---Fire Zone• Building Permit No.: a 4 SIX tai 'I Occ. Group: joir - 4Use Zone: ft03 has been inspected and occupancy is hereby authorize i f s 15) ifehng nip.iictor �--) sr _ :. . � - s_ ' _ ' —sit � Y a a.k 1� .- :b�` - - _ ,::a" - { sL: � x� �5o� M« <� teI� - s 'x- <. _. -,,.- x..a: • ' z slim: ? Wc � • ns W ( ' � «�xz � , ;�aN <-r,,��:n�: � a<: : w.a,:: ,< i � _wasr ��o� �w (Ilk form is to be completed prior to issuing the building permit) Site Address: �1 S 9 � Date: t a9-1/ i 1 t) d Owner. - ›,n\t,. J Assessors No.37 7 5--019 `ea 6W el Lot 6/07// Block It Addition l3 Gun--,e OK NA OK NA • $ 0 Fire Department Access ❑ 1 Fire Hydrant Located within 250 feet 0 ca Fire Flow Required 0 Qs Covenant Not to Oppose Future LID ❑ R. Water Extension 0 [i' Sewer Extension ❑ .$ General Road Improvements 0 Lit' Shoreline or Wetlands ®' 0 Drainage Plan Approved i — ❑- Site Plan 0 ® Variance Required 0 1 Covenant Approval ❑ el Plat Facts and Findings Compliance 0 Gil Regulated Slopes 0 W. Fill on Site 10— 0 Survey in File ate-- j�j]�."�.yti��'c'�-�-<�.o"'. `.,�t,�.-Gr��.:[unn�t]aaroi.L< : .:r��.,.+, y��r< AY'.t<�i i�.k R.>:a*:>»tx-:. *Si<t�tsaxna,>»`:.t:+'+ T II? Zoning: z3 Lot Size: 1 a 1 voo r Coverage Allowed: �¢J 000 1 OF . SV'1b Actual Coverage: F-4...air.imi‘ pvckaM- n \u $LD SF .a 3 \ ,�F G, '3,y-ta 5F �. nty 3RcI3 SF (� J Plans Examiner: VOY -N _Date: I a' 7 I D 1 (Signature) , C ` 4 v ,y�` r v L�r ' __-- / . \\-- , _ _._ ,, . ___ :-..-- p. ..,. ..-.-\ G fnr \ , _ fs ‘/ o C ap{.p rr n . (---) , . ..... 1 ' 11 .. w L , ....,--- ,140, ,„......„ . 0 o 1 YYe I • , 4 .\\ `Q Jr TO /0 4 0 IC._.gip ANC c°�?ES i' It S el �/VI JF ✓L _°''i! i $ tc :f'\ i IkeA /--. S JV/ TQ Sl /1 1 oftneA 412 ?1. U. ✓ A ' p / _ _ _ _ t CITY OF ANACORTES PERMIT CENTER P.O.BOX 547,ANACORTES,WA 982212 (360) 293-1901 ALTERNATE BRACED WALL PANEL SECTION 2320.11.4, 1997 UBC 2320.11.4 Alternate braced wall panels. Any braced wall panel required by Section 2320.11.3 may be replaced by an alternate braced wall panel constructed in accordance with the following: 1. In one-story buildings, each panel shall have a length of not less than 2 feet 8 inches and a height of not more than 10 feet. Each panel shall be sheathed on one face with 3/8-inch-minimum-thickness plywood sheathing nailed with 8d common or galvanized box nails in accordance with Table 23- II-B-1 and blocked at all plywood edges. Two anchor bolts installed in accordance with Section 1806.6, shall be provided in each panel. Anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie-down device fastened to the foundation, capable of providing an approved uplift capacity of not less than 1,800 pounds. The tie-down device shall be installed in accordance with the manufacturer's recommendations. The panels shall be supported directly on a foundation or on floor framing supported directly on a foundation which is continuos across the entire length of the braced wall line. This foundation shall be reinforced with not less than one No. 4 bar top and bottom. 2. In the first story of two-story buildings, each braced wall panel shall be in accordance with Section 2320.11.4. Item 1, except that the plywood sheathing shall be provided on both faces, three anchor bolts shall be placed at one-fifth points, and tie-down device uplift capacity shall not be less than 3,000 pounds. Last printed 11/13/00 8:01 AM 2 CITY OF ANACORTES PERMIT CENTER - P.O.BOX 547,ANACORTES,WA 982212(360)293-1901 6 ALTERNATE BRACED WALL PANEL SECTION 2320.11.4, 1997 UBC 32"MINIMUM I• SS SIIMIIIIIMINIMINIE Minimum 3/8"plywood sheathing One story,One side First of 2 stories,both sides 111111 . Plywood edge nailing—8d common or '� galvanized box nails per table 23-II-B-1. All edges blocked and nailed. 10 FEET MAX , Hold downs: One story=1800#minimum First story of 2 story=3000#minimum Joists I 11 ISize studs per manufactures specification. �l Hold down anchor per manufactures ���MI specification. 11 r d. \- i ' Anchor bolts: g F One Story—2 at'A points pep First story of 2 story—3 at 1/51 points Reinforced concrete foundation continuous the length of the braced wall line. Last printed 11/13/00 7:52 AM I Gf[ f , P �� - — — Revisions Pate Rev.-1 11/2C ( 'L/4/e / Z 12Q' o" 1-_-5'--, r. 0:,\N____________ fr PROJECT INFORMATION 0 r / - _ _ / PROJECT NFO, Thisproiectconsist'snfa new one story,woodframe stucture to be used as a laundry and storage facility < I Ist+n• Pa rkin4 Proposed for two existing duplex's. _______f Storage and OWNERS: Robert Evans Laundry Room 293-3088 9 8 si 7 6 S PROJECTADORESs. 617acott Sweet A. 1 -- - o 71 --( T- LEGALDISCRIPTION \)`\N. /�i/ ASSESSORS ACCT NO \1 ( CC DES 1997 Uniform Building Code UPC, UMC, NEC, UFC. VIAQ Existing Duplex Washington State Energy Code OCCUPANCY TYPE(5): f• --- 15 V CoNsTRUCTION TYPE, Type V. Non-Rated with'--hour 6re r , separation L'lween R-3 and U I-1 ^ 1 [ KIWI NGHEGHT 13' -11/2" ..-.1 C. Existi� Duplex f BUI LDING AREA'S: Laundry&Storage Rooms 282 Sq. Ft. � o it \\ i Non Heated Garage — 2395q. Ft. L" i \4 I C) Pik _ \y p Iota' Sq. Ft. 521 5q. Ft. y ! L.,`-, p C l--' CID c c '—c- }-_L `' ` \ ,,iJk_c_ 77,, _c.5_.\/^i `+. i III r` `;''' 17 f 5 4 I 43 r�•1 Exlstin• Parkin. , DRAWING INDEX / k/------ -------- -- - — --- y VcJ v' A-'1 SITE PLAN �^ PROJECT INFORMATION M O VI A-2 ELEVATIONS c CO' W A-3 WALL FRAMING `�. > FOUNDATION PLAN Ll_1 0 1:0 -0"' ° A-4 ROOF FRAMING PLAN o FRAMING DETAILS CC 34t h Sfreef A-5 TYPICAL WALL SECTION s" 4 LE2 SITEI T E PLAN DRAWN BY l 1 Cline Const. & 1'' = 10'-0" Design P.O. Box1055 \ Ana cartes, WA. «L 'U.Z — ` J>l ��C l�� ltr� �rt C �' 588-8701 DATE DEC S rjr.)) SCALE r+ILDlNQ new, 1/4'=1'-O"UNO . A-I tc v i se, Cri s `._✓) Revisions Date .z/Yt o, Rev,-1 11/2C a '. • u • t!..___11 C . . ' ' 120'-0" 0- f1' PROJECT INFORMATION Q H. n • PROJECT INFO: This project consists of a new one story,wood frame .7z stuctu re to be used as a laundry and storage fadlity :,,, --...%. isting Parking Proposed for two existing duplex's. Storage and Laundry Room OWNERS: Robert Evans rY 43-3083 9 8 6 5 PROJECT ADDRESS: 617 34tbStreet tCI - Anacortes, WA. — 71 r A LEGAL DISCRIPTION: tt '' j ��� �/ ASSESSORS ACCT NO: - L t.. • . r CODES, 1997 Vni or Building Code UPC, UMC, NEC, UFC. VAC) - t' i Existing Duplex Washington State Energy Code ,+ { '` .. . ; a ; OCCUPANCY TYPE CS): a�. . ,',:.a' • I-- i 1. n ' '• •CONSTtVC CONSTRUCTION TYPE Type V, Non-Rated with 1-}xwr f re tILI --ii ' ''{i" ! ti.l , . , separation between R-3 and U-1 " I. - % r• 41 - - _ �r BUILDING HEIGHT: 13'-1 1/2" 4...� a'< ' s Existing Duplex BUILDING AREA'S: Laundry Storage Rooms ---�--- 282 Sq.Ff. 1 t. +' 'i cry r ,E;S'.. t, rn t Non Heated Garage----------- 239 Sg. Ft. (+ i>Yr' f -' , e ! a ' ' O . O Total Sq. Ft. 5215q. Ft. VI t ♦may ^ +A r r\ . .,.;.'•ter L.^, V_,a.'t.b- , ^ • V r1i':,: :Xt'i4 (r�`i� ' -- '-' rt''Ss?_ . ,r 1 a r - ;. ,. is o t 4 4- Hid ' 1 2 3 4 '11 '' a ' Exrstin•) Parkin• :- ' . DRAWING INDEX :_ �r ll _ { ' > a ' A-1 SITE PLAN . ,'> O k { =a ; d" r r `} ., . - - - PROJECT INFORMATION .,, y' ` _:,� - �> �,'.J .,r -•�" r dry} ',.;^�` v ` dct 5, f�nC1 Q _L) v C� A�`L< •r' ~ O - '. 'i V i t I nt ,4 tr-k litG:.:t �c r�`l A--.r_ 4-c) (,rsa j A-2 ELEVATIONS . . , . ' ! tot . t 1� • . - > '; � :, A-3 WALL FRAMING o0 TELEcTRieta' w '` .1 a ' , - FOUNDATION PLAIT. E. oF Cc D.SJf fE fi ' r y' ', ° (380) 4 r6_3000 V WA 98273 JJ 120'—O" ° A-4 ROOF FRAMING PLAN ''t: ' :.a 34th Street FRAMING DETA{LS5,,, CC i, A-5 TYPICAL WALL SECTION ''psi � :' il • • / G'�? M ��.;rkTaPERMITCENT t' �t —f4149 .<.,a' E Kit ,urri ri PLANS DRAWN BY �c� L �tA Z� 1'Ei3 i T NO Cr-- D — Do � � Cline Cortst. gr • 1., 10, 0„ �{`cJ�(<u Gc� __.. ... . fhsign • DRESS:__ l �.. P.O. Box 1055 'l.CP Anacortes, WA. • HFCFIVED APPROVED BY._._.____ _i__ .__. - . . -588-87Q1 DEC 5 2001 - SUBJECT TO FIELD INSPECTION, C"-' DATE -pi, �E�T OR V;Ctr1[iON OF CODE IS aJOT lie:' SCALE :'• x i ` 4 •- 1/4" 1'-0"UNO ' F ai.- 'Y.c,'Y Tit' 1 ` '3 y.♦ ♦ St .!� _ _ • " . ,,, . . . • . • , . .. . ' fib N ,/yr3 -a Si j <I - . . , . . - . . _ . A .. , r , r. . . 1 Revisions Date Rev.-1 11/2C COMPOSITION ROOFING • ' OVER15 # FELT • • / \ _ _ �. _ _ 5/4"x 6" FACIA C TYP) a'" 5/4°x 4"CORNER ' i I - 7 L ....,..__----"-BOARDS C TYP) 0 EXISTING DUPLEX _..------ _T-111 SIDING # EXISTING DUPLEX 5/4 x 8"SKIRT BOARD I'_- 6" MIN. TO GRADE _ �.�_ ....= S - W ' Y "! WEST ELEVATION EAST ELEVATION i; 1/4" = 1' 0' LT ar et_ ' o ne. 7 rA "G`��- c,--) �' A . "r•, _ OVERALL BUILDING ' °' _• 4 HT. • ' • v a.//'1'I''hIIII • r. ` PLATE HT 13'4 bn - 11-1 . 8,_11„ • v.?,..,;-1 .1:4 "1 , O CCI • MIN TO GRADE ,, SOUTH ELEVATION DRAWN BY Cline Const- & 1/4" = 1'-O" Design P.O. Box 1055 Anacortes, WA. • 588 8701 DATE , SCALE %; �. 1/4"=1'-0'VNO' . , A ' • Revisions Date .. / 8 / Rev.-1 11/2C v ..5•- 'rib'°.h - :r4 - �' • r „ I ,\ \ . 2'-8" � I ,:;'-.:—,'• N V': %, F:',.”..,, , • ? STORAGE • : :,' \ - - - - 4"CONc SLAB WALL FRAMING NOTES <'' I OVER b'SLOPE TO DRAIN 'MIN,MIN. COMP. FILL t STORAGE z ' 8' CL t' 10'-4" Q 2x4 Ext, wall framing spaced at 16"on center 8 8-0 x 7-0 Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. 1,r '-5" i •-t 5,-<,` •.' ;{` • ., / OH D 14' / 6 CONCS ETE Provide 7/16"thick 058 sheathing on perimeter bearing walls. r • I Provide R-11 Insulation. V Z V 19' Q 2x4 Int, stud wall. Typical at Int, unless noted otherwise. \ — — — _ *7 ;'.t: ,,;a-. , Space studs at 16"on center. Z ' ''' t, } _9 W w VrO Q 2x4 Int. stud wall Space studs at 16"on center. • • ' , • •• Provide 0) layer of 5/8"Type X drywall board bathe sides, O j ® r continuous to roof sheathing. � � Y er ��' I c LAUNDRY AREA 0 8 _8 ® 4x10 DF#2 headers, Typical unless noted otherwise. COVERED o 8' CL /f N See ROOF FRAMING PLAN for header size. 1 ti x Q s-^;r'::." 4r_3111 CONC. VINYL FLR. D ag , :E ,.`r, W Vr0 3 g r ® Water Heater closet. �t.Gei„r. � 'v't'•S•.'.'"- fp?r.�.,,,.:.. :. ':}L 1'.` ,f ' , CONC. .. . ,. ,,. y ... 5 Provide &cash air inlet to closet, 0 `i ; ,� 8 9 D, / --� .—.1 7 IV I ca k' a_ r��� ,� n��� tr��ar,� 7 r Q ' , -Ica r•; 6 r 31,r �''�ct�'cc'c._ �• -ti r 1.-o, , Nckfil Focr' 1 ` 4' � / 1' 81„ / � Th 93 p. °` J, . EXISTING BUILDING CJ 5 . 1 ,-, Y ,,=. 5. ,-. ,}:; ..:,, „.�_ , {: _ _' WALL FRAMING PLAN L.L !• f' .Va 4:,L 1." . ,tom'. •- r _ , ;. Y r. 1/4"= V-0" • ,'' fir'$%'"o`i' Y ``.� ',y°tl S•. �tr;. + - ✓ / /(// / l �/ /) T ( . • �_�� A ' 3 . ..� , '• , • r) 7/ t� ll/ t 8? ! / / - . PI:) Fir r t l / V .i: ,�.,.:: °ak �1',../ " •`4 , i_ .,,. 'tv 2r_S" I 1 _ t� ; = 4 ' ;: - . : ,,. FOUNDATION PLAN'NOTES ' is ' '>'Z : !h , S-.r '-' : ` . ,. ,'. , ' . . \ I STORAGE SLAB i." @ Q 6"thick concrete wall with #4 bar C� 18"O. - •• . O I 4"TH ICK CONC. SLAB ON GRADE �.'Vertical ;� and #4 bar C� 18"O.C. horizontal unless noted otherwise,( V,N,O,) C OVER bMILL POLY. Provide 1/2"x 8"anchor boles P 48"O.C., V.N.O. « ,+;• " OVERb"MINCOMP FILL 1016" I SLOPE TO DRAINAMIN.OF2" • : _: " 12"wide by 6"thick concrete footing with (2) #4 bar coot. horizontal • 8 -3 © d , kt . ' I 14' / 6 / g' Pour over undisturbed earth. 1y`L/�' W I �tl2' 19' Q Provide block outs in foundation wall ..�1 3.• . �; A: G Gl For slab ongrade doors asrequired. 0 -,• •. C r'' \ c a rd e wired. if • I Li` 1"� �' 6 Q Line of separation between garage slab et . • k. •, = ` :j v 3, 92„ q and laundry / storage room slab. •{ i} .'c' ••lA'.. ' , t% LAUNDRY ROOM SLAB - • 0 \ ■., Q Thickend slab area. M..• 4., 6 '1 4"THICK CONC. SLAB ON GRADE Provide a 10"wide by 10"deep thickend slab 2 OVER bMl LL POLY. Q DRAWN BY 7 II ® OVER6"MINCOMP. FILL �'���J �Ir X) �_-L'c c ClineConst. 8t Design ) < r 1• :::• '; r — — — — — --Ica e' f�%1(G ` Ne,C. -" p, P.O. Box 1055 ,, „ �, :, ,: ; .. • •, i!✓ \ \ ucP C� C9- "�� Anacortes, WA. •t'`., : ���� etc 588 8701 4._ r 4 Ni —n ° ya • }r • • FOUNDATION A ON PLAN �I� DATE • SCALE . 1/4"= 1'-0" 1/4't V-0"VN0 to Revisions Date t 2, 28' �2' t Rev.-1 11/2C -6" y� ��4 ROOF FRAMING NOTES i JA, A• 4 - 1Q Prefabricated 2X wood rooftrusses spaced at 24"on center. Provide 5/8"thick OSB sheathing. ` Connect to wall framing with Simpson H-2 5 framing anchor's. Z = Provide bird blocking as required. • NI t• O © Gable end - . " , ?) 19' 22"x 30" min. attic access �� • e Provide a min. of 36" head room above ceiling. """', Q 2 x 4 bearing wall, studs spaced at 16 on center. o i Provide 7/16" 0513 sheathing at perimeter bearing walls. , . ' ,. - X I 0 5/4"x 6"facia board. (typical) .-.�• W o i/�'J o : © Continuous Cor A Vent at ridge Q Required vented area: 532 SF /300 x 0.33 =0.58 . _ 0.58 x 144/12 LF= 6.9 Sq. inches of net free area per ( ''� 1 - - - lineal foot. `J Q Existing roof overhang to be removed. Lv Z v : ; °f s �.. . Exising duplex cm Q A ' -i 0 as i i < < Q 2x6 Roof framing OC t �' EXISTING GABLE END � � z z roof l tgabled t Continue existing ine o new end ' _ © �, X ROOF FRAMING PLAN , i 1/4" = 1' 0„ ' 4:n" t • O • 1 if it i` I: i; a (••� i` ', • _ `•' 'r -t., it i� �, j' iI © ii ,y r� ' i i� i 1 ;I 6 �? • ^Y y. -y ''�'.,, _ i� li it - ! Ij `� ' - Q O t >�[ ,. .5 : �. ii ,� 3 DETAIL NOTES Q -- ,:. .r "" 4x12DFH DER 4 10DF Q © �e -`.e `'i: :i ,- � ® 5/8"thick Type X drywall both sides. '' C Continuous to roof sheathing j w 1 0 1 . ' 'a #$' 1-4 i 8'-1-4." r_ �,, arid/ ® Provide sound board between drywdff and wall shea ' © Existing T-111 plywood sheathing to be removed ar „„ ; ��, J{� �L \o/ � 0� replaced with 7/16" OSB.• r� © 11 Q New 2 x 4 stud waft framing spaced at ib'O.C. v O : ,r, Y,. ;•s' ta ����' 1 „+I_ _ ( ti� 03 Existing 2 x 4 stud wall framing. . 0 tid Continue framing to roof sheathing. . S„. NORTH WALL FRAMING DETAIL o New 2 x 4 PT silt plate. 4 ; � ' .• r' 1/4" = 1'-0' S0 Provide metal flashing between new concrete and Y CONSTRUCTION existing wood surface's. ' ''NORTH WALL FRAMING NOTES © ® 10"xio"thickendslab. DRAWN BY ' DETAIL '� Clint Const. & 1 Prefabricated 2X wood roof trusses spaced at 24" on center. 2 x 6 rafters spaced at 24"O.C. 70 Existing concrete foundation waif. Design p P.O. Box 1055 i Provide 5/8"thick 053 sheathing. 11/2" = 1'-0' A- ' Anacortes, WA. ' " o. ' '5 ' _. Conned to wall framing with Simpson H-2.5 framing anchor's. O 2 x 4 wall framing contuous to roof sheathing 588-8701, - - Provide bird blocking as required. Provide 5/8"thick Type X drywall both sides. DATE - ` (2) Gable end truss © Existing duplex ' SCAL E , 2 x 4 bearing wall, studs spaced at 16"on center. - ' - ,•,t5 ' Provide 7/16"058 sheathing at perimeter bearing walls. ` „ ... . . F . . . ,. . „ . , . A...... v • - - 4 Revisions Date ' Rev.-1 11/2C • S • - . • � ' R-30 BLOWN INSULATION - U - • - - - INSULATION BAFFLE W/ s . L • 11/2"MINAIRSPACE ' - „ 25 YR. COMPOSITION ROOFING { - OVER 15 N FELT "'•�•i - - TRUSSES PROVIDED AND ENGINEERED BY < [ ` - A LIC SONWASHINGTON STATE TRUSS MANUFACTURER / ; TRUSSES ON 24'CENTERS / - � HZSHURRICANTIE,EACH TRUSS �� ' , C . • - _. .,� '• �- _ 7/16"OSBORI/2"CDXPLY. SHEATHING ��� •= - y '.<� /;': 2x4 VENTED BLOCKING ! ' • - • - �j( . . > - - V 112"HDGWB ,.';'. ,- - CONT ALUM GUTTER — 1/2" cWD , - .: • a. -r. ' • e • 5/4x6FACIA <2) 2x4PLATES-LAP SPLICE'S 4&" -` .,•'t n '' - ' . - 4x1DHEADERCVNO) - - ' „ _ �WINDOWS&DOORs - _ - `,fie, t ii .. n'• s - ` l �• - i, f \ 2 x a srvos c� rb•o c. , • t ,. ''1" :• - - '� 7l16"OSB OR i!2"CDXPL}' OVER - - - . TYPAROREO NOVSEWRAP R-11 INSULATION-VAPORBARRJEROR PVAPAINT - ' 'tom •'°s;,;,,, ,:V. - - - ..j.' . n. . - .:. s_ SIDING AS PER ELEVATION - 2x4PT5ILLPLATE • - - 2x 4PTSILL PLATEW/1/2"x6" pumna, `''• ANCHOR BOLTS U4B"OC W/ /�/\ 2"x 2'x 3/16"SQUARE WASHERS 4"THICK CO NC SLAB OVER 6"MIN COMPACTED FILL - , • PROVIDE BOLTS NOTMORE THAN 12" / PROVIDE EXPANSION)O INTAT PE RI METER - , , • . FROM ENDS OF PLATES • - !': ' + _ •...'' - „N-,W jilt/ :..T j - 4 ' Ss t -- .' E •� 1'�I • 2'WIDE R-fOFOAMSLABINSVLATION / fir, `i: + ,_ - ;,,- a'RIGIDTIGHTLINE DRAINNei � AT PERIMETER OF HEATED AREAS ^, (�J�' - � -j -�" ,y '',. - - DAYLIGHTTO GRADE �� •'o - I V - 1) - y • —11 ° y��+"' ° .' �• t .. . ,• . '• ;� �=,= 1— • • :; 6"GONG FOUNDATION WALL /t+ �N - - ;l V - - V .r _ �,L $o ` y T� W/da BARS @ 18"O/C VERT j� 'ty L •- ', r:` >> �II�1I-�S°,•.a-,,:."ei+ ,i,- :, ' &,Y 4 BARS Co 1B"O/C HORIL. °['V' - . _ - \ 4'FLEXABLE,PERF FOOTING DRAIN �i�i�i t'4': -, . , _ ; . - - , - W/12"MIN OF DRAIN ROCK COVER oso - - ' :•` ' - DAYLIGHT TO GRADE - ' - - - 16"x 8"CONS FOOTING - ,: wl C 2) a BARS coNr . .„ /- �. ,, „ ,„ 31,14-6 / ,„1,31/ E '60 ''; TYPICAL WALL SECTION „ • • (4.4 �i �ri DRAWN BY "l I /( Cline Const. Sr J) Design P.O. Box 1055 Anacortes, WA. ?' • - - L • k 588-8701 DATE • • ,,,, ,. - - SCALE