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HomeMy WebLinkAboutPermit File 4118 Cherry Lane Q 1 ' `� City of Anacortes Permit#: HMO-2013-0006 � - �'°_<` 904 6th Street Issue date: V P.O.Box 547 Expire date: 10/16/2014 '` to2. Anacortes, WA 98221-0547 Job Address: 4118 CHERRY LN Permit Type: Home Occupation Permit ANACORTES WA 98221-4417 Project: APN: P124033 Remarks: Owner: ALLGAIER JEFFREY T Contractor: Address: 4118 CHERRY LN Address: ANACORTES WA 98221-4417 Phone: Phone: License#: General Information: Fees: Conditional Use Permit 1 Home Occupation Fee 100.00 Total Calculated: 100.00 Deposits/Receipts: 0.00 Total Due: 100.00 CO CO 1.0 cr x , a 4r CO as Awn- ... Caw F- ¢ C) CD "L L_ Cs • p , c` CD d`c a) CD 0 CD C1 a 1 0 r* Ø z CD r•- cD a CajiU) CV ? CDC o >- 0 LO C'.1 -- I-I0 0 t LC3 c3 Cr CD CD CD <Ca. CD CD C z o CD 00 QC7 am F- r- Rs —CCD o CD C3 3- ' •- (DeC1 sL C 7 T-LX ,- aI ,C/a it? a C I - CD - Ca 0 -F-' C/a CD Ca 4- Cia m-1-, CD a CD c, C I C C C) •— +-a � � us Er] -- €» S) s a- w� (ID a-) L_ F- CS C) a- F--c ev — C2 a) 2 7 LO . Cfw 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. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY . � M -' 0' City of Anacortes Permit#: HMO-2013-0006 904 6th Street Issue date: P.O.Box 547 Expire date: 10/16/2014 'OfY Anacortes, WA 98221-0547 Job Address: 4118 CHERRY LN Permit Type: Home Occupation Permit ANACORTES WA 98221-4417 Project: APN: P124033 Remarks: Owner: ALLGAIER JEFFREY T Contractor: Address: 4118 CHERRY LN Address: ANACORTES WA 98221-4417 Phone: Phone: License#: General Information: Fees: Conditional Use Permit 1 Home Occupation Fee 100.00 Total Calculated: 100.00 Deposits/Receipts: 0.00 Total Due: 100.00 t�. 32• +:-s r., it C. T I :2• f,Ft t�t tit C' ;5:. --I C. i- 4 CT, THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR 1T CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. ;=,9 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL 8 PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR 4=: 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. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY 'tit 1--ce L.-c f f�i v .c s �. v f � " akc ;5 G (A,Ply 1-404, CITY OF ANACORTES "AS-BUILT" r Sewer CONTRACTOR: _C-J PLAT/DIVISION: 0(2 -I' f c'° J)c BLOCK LOT ADDRESS: LI I I (LOT- ` ;, DATE: .'a' / .4° "�y�.1.^("3 PERMIT# Of: ` 0 1 / Fr SCALE NYS ,. - -ti- awe —_ -ice In, ENT ' � .1 f s. Man,..,..._ ----) 1 _ ililLagt Namminra aer �pp P' ini rion l „Liz t LI o 35 _,' 9"w 3.4 s Ai_4c 'f 'F, -4/ -1(— M 1.5I > rs t 4kaf•: 1 I s k Fa ycr LOCATE STREET(S)ON GRID MAP r ( i e R R e,, 5 CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL CHECKLIST (This form is to be,,completed prior to issuing the building permit) /I Site Address: �}"0 f C c----t Date: a---,�--a(r) Contact Person: -Th Cc-,--- � Phone No.: a 9'3 -(03 S" Assessors No.: Lot: Block: Addition: C72C-4-1.?6 (Building Department Checklist for Completeness) OK NA OK NA ❑ Fire Department Access ❑ Fire Hydrant Located within 250 feet ❑ Fire Flow Required ❑ Shoreline or Wetlands ❑ Site Plan ❑ Covenant Approval ❑ Variance Required ❑ Regulated Slopes ❑ Plat Facts and Findings Compliance ❑ ❑ Survey in File ❑ Fill on Site Received and Reviewed by: c� e--�L Date: "— C3 ce (Engineering Department Checklist for Completeness) OK NA OK NA ❑ ❑ Water Extension/Meter ❑ Sewer Extension/Connection ❑ Street Improvements/Sidewalks ❑ Site Drainage Plan ❑ Covenant Not to Oppose Future LID ❑ Latecomers Agreement ❑ Street Drainage ❑ Driveway location, slope, culvert ❑ Storm Drain Extensio Received and Reviewed by: Date: 2 -23-06 FURTHER COMMENTS Zoning: k ( — RA — Lot Size: 9 (9� s r t Coverage Allowed: 3 3 Co 0 -Sr: Actual Coverage: Est) sti 3 /b LOT 45 Adjacent Lot-Existing 1 I I - - ,_ 1 - -rvt' rr"EeO.EO r"0F°rrB new m wmommE "mo. C"` LOT 50 10 00•6021110R ON SHE 9,600 sf 'COMPS MYaaaOno-xT wvcl "The Orchards" — I / I \ Anacortes, WA \ /i, M'REAR SEIBACM 11NE I o r -1 — I3 I E cs / / anoxia '�.r 1 1�,GPF n�. on 284 5n/ / GAF 29]50 ri--- ""�I nprnb i I FW 285n 1%5 4.--------------- II \ a . IFW 288 0 II 11 I % � 8 1 ResTdEce .Ig LOT 49 LOT 51 S±E"%"X Adjacent Vacant Lot a'vv.- sr-c am I.I0 r Cunently in Plan Review ffi I kJ / J I e 4 N i � �� Porch I I d I! III� —, Garage 1 ' _1 \ GAF2RO 1� i Gal /I� ( �MRXXXE I LE X[I 6YIIglt6 -I I GRADE 2R450 SLAB ELEV @DOORS t28J50 / SLAB ELEV Cu DOORS 32PA SU —al LE1 -= L 6a Q MI _ rPavnrPP a.`_ . .a MI'mow SEIBXLI('I1INE .- A i 'F I I �� i Rens° _swarm y Pe r amamEPa�. i 1 _ n i A �_. \ / — 4 Z w NO,camorra • - IU_PUBLIC UIN1Y EASEuwr 1.2 W mxmua 7"' — — — 9nid¶�MW4 • fl'S LWIR TIEP Ll�MC p4X4 A , M1�p'/ rr''II ,e\ • aE.EWY NF9'C4Ydoe' N 1•YB'Ja t 8080.00' •�. ./ __. •e his mew •as-r , new is cc ed mvcaaE ewetynax• —. 10V ROI mrI 011 amean Temporary 'OAD cELONOV R .d1 Benchmark t.°o- aI�i rtll ET SSW — _ CHERRY LANE DURING CONSTRUCTION,THE RUNOFF WILL amu+>I[ BE CONTROLLED WITH SILT FENCES MID sum — RIM 40 ±w y SHALLOW SWALES TO PROTECT THE PER aaaOwwl Pros ADJACENT AND DOWNSTREAM PROPERTIES. ANY OR ALL OF THE FOLLOWING AOOITONAL METHODS WILL BE USED AS NEEDED: CATCH BASIN INSERTS, STRAW WATTLES. DIVERSION SWALES.COVERING EXPOSED SOIL WITH PLASTIC STREETS ETS AND DITCHES WILL BE CLEANED OF EROSION RUNOFF, IF MY SITE P L A N LOT 45 Adjacent Lot-Existing I t-' M19d �aO6 �" n MOSME LOT 50 APPROXICIE io iWOE rmoR comas FROM rcwONIDE av� 9,600 sf "The Orchards" \ j- Anacortes, WA 20'REAR SETBACK UNE vsa r , s i I MNw¢ —1 OpF 13G GAF 204.50 / 4r -1 / \ / GAF 28750 f J 1 p amen I \I" 1 I 1p / FW 2050 gI [ FW 2880 f 1I1 J .$ I - LOT 49 81 Residince R saw�m we I Currently m Plan Review LOT 51 I , . H PJ Adjacent Vacant Lot f°-O I I s / 1IJ a$\1 m -I : -r """ i . IN I, Porch 1: I I I I 1 '�I ' •,ri H Garage ; \ I • $ l I ` 1 GAF EB]0 }�,g • g • / I ' yt Xn pyap,��� 2 2 I GRADE 20400 - 1T ' n SLABELEV.rA DOORS T20450 II ' 1" SLAB ELEV @DDORS t38350 m� 1 20 FROMSEIBNJ(jI1NE B Is >SP It / Pimoso xur earsom Lawny R _ _ // �. t / \!� - I w row mm�s , t?..,_ L, 1O'_Plat nun FASELFBrr NCO COMM /y/ : tnaaT SILT FENCE roues fP an' w' 0 /T= uy'oarnws • a. V - t moue mown NC OF Raw ON/ Otl9@IOR PUNS • ' , •• WRLmh *,4-J •• o PIPHCC !'ICNrRa Ol6/mnt9 N,ry • 2CAmN PERECIFILIFIEW O111192— 2 Temporary " DEowIoBenchmark s r tof 0 PM °SS" CHERRY LANE 112112-122 DURING CONSTRUCTOR,THE RUNOFF WILL aaU a-oeDoi. BE CONTROLLED WITH SILT FENCES AND w alwn nein SHALLOW SHADES TO PROTECT THE auxFEM OEMONFM^'MINS ADJACENT MD DOWNSTREAM PROPERTIES MY OR ALL OF THE FOLLOWING AOOUIONAL METHODS WILL BE USED AS NEEDED:CATCH BASIN INSERTS, STRAW WATTLES, DNERSION SWALES, COVERING EXPOSED SOIL WITH PLASTIC. STREETS AND DITCHES WILL BE CLEANED DAILY OF EROSION RUNOFF,IF ANY. SITE PLAN f -^,- -, - pT P ' ' ,v tr7,, o- pr, m7CH, ^�: �"'p -t fi; -,- 4 ! t' 1 r 5 t �L nr, 3< 1 •x'yy,`, •" ty: • v S �h �s x4•�'1k',"'ti ¢ e - a4t 011q,m E"Y✓1 3 tr r� rr $'u' 'Ck.L.n 1fr{a i j'.�-fair 'Y i F.,Al 4 c rd,� �r ue ' '.ce;t `','-'4'�.�'Fy iC .r� ° 2 M' is tip: ;s r li'. , 2 ,t., tx%�� f \,,.ry t� l S Y�'�r �1 w�4i ti c r ,� s :1-4: S 4 �s e� ,. '1 cY � � 3 r �- x� �'Yi � 15� s,�y'�3 i s a it m 1'�� � l ,4y[ x...±.ra 7 i�y�'�yt i,•a as 9 �7'�>s s,,� a�s'��t u'h} ,�P ray tri �w: L N � h e �Ir�� 9E"G�• � ) y 4 Yr�4t+� ] 5�, a�Yy t,'�a 3'rn {,�h�,�i ��;r"f n'� ,� }` K P ti1p r ci-. co y.R il . Tc., , ,} ) , rar _ ' .ta., Y a}v�1`"'' ©`' `�"t.K@ ;a .t �'"S '" a ilk( 'r,S•2 p['�°f 1 a :at`'`�.:- it � .IL • - t. a._x, .,..�....._._.z . 'y,,,,,;�,Ieltir + s a .ievsz `h "'�'r r .. "- + , � * 4 t' { s �w..S1S Y d I � fuv 1 `S I f' .tiu��� •"'.��.�:3���5`�,ylu�v���:�: #.�.+uv��r.�cviF,u�� Site Address: 4 I 1 g e EFtRRy L(kt4r Parcel No.: tttf ORetlM2. 6 Lot: SDTT Block: Div: Addition: 1 - - e,.''✓tla:v.' t' :;; µtfif `1 4ili''il""U3'141/l .fin {7yn�^.p ^�* irq- :r} y(t3 , ;.;; ry�pk¢Q"+' ,�` c Aln. ' a)erc. :e-'t n �.y %Pao ffl Ili 4 s"` . W 1 .. V Y1U�f Y}Vt Yd1'e!L �'B�Q .y,5�f lI F��� `A �_Ylr.����L l.'-{Y' �4 © Y4 . .T .. kv 4,-,,,,rt. Name Name Name IRV1N6 CoMSYRDG7toN kozPoparoDl /66RizoAl &bug l2.ViMIG CoMSYQuc-eloM CoRPazn'to4 Mailing Address Mailing Address Mailing Address$19 COIAMERe%AL AVEduE1 Su tie G F..o. any, 580 819 COwMacIAL AuHMuE, 5ugTE' 6 City: State: Zip: City: State: Zip: City: State: Zip: PiNAcoZYES r \AIR 98221 gCUJMbt{44 , USA Rszz8 AMAco2YE5 / W A 96411 Contractor Lic.No.: 1 RV/N cco4-1/..6 Phone No.: 360 Z93 fo354- Phone No.: 31ob 133- 5e So Phone No.:3602936351-Exp Date: Contact Person: .30414 C.,,WLE/ or Stoll' I2Vrti6 Phone No.: Wa 293 6354- ''' 2 hr Ji *`rr3,>t i'kCi ,Mrr t t> 5 r u� �' ro t": gri x} �''f 1; �FE 3T 11 ='' -F � r>"' } L ,',”%r7�a ^rv:?.1,4 ''JC OAi, [F.!.1l,Fr 3��9d,";` �� �� e,rvr.�i Cr'Y' x 4: .I' >:hk.x.rl�rxJrh,: ,ill," �', aW t ����:��„ r,5 � , � y � a (Check One) Single Family: Multi-Family:_ Apartment: Condominimum: Senior Housing:_ Retail: Office: Restaurant: Manufacturing: Storage: Bank: Assembly: Accessory: Automotive Repair: Other(Specify) DESCRIPTION OF WORK: MEW -. ZE,5hewCG = e,."F A-. d 4 •1` }aG,..,^If f..I< 1yr° <1,�tslrf,,- 1 0,,c� i p 1 f,.t� ,�F h . rrle-,sf.l3� .' �,rg5ry�.�.j.m?;.ci' 9 it m�i X'ki' tt-iF Street Setback: an ft. 24 Hoar; ea-7 sf. t(pP�J (Circle Yor N) 1"Side Setback: ID ft. perelk floor: 2 sf. ///. Shoreline/Wetlands Y 2nd Side Setback: ID ft. Basement Water on/Adj.To Property Y, m -5 f.. Rear Setback: an ft. Occ.Group: w-?, wMb 0-1 Soils Report Y sr - Use Zone: M-L Carport Area: sf. Sensitive Area Y ,r u Type of Construction: V i064-RAT Garage Area: S747 sf. Latecomers Agreement y 6. -1I Lot Area:±-%OO sf. No. of Stories: TAI-LeV�( Fire Hydrant(250 Feet) N ; c, No. of Dwellings: I Building Height: t 2't i brr Variance y a c: Y Lot Coverage: 25.33 ±-(„,¢e70> Deck Area: -�f)$9 l Covenant y 0 t' s` er -7(,Z, st. 3 '7,7c" �_? fr:, �a2 q(� Flood Zone X A AE VE to -i Y -. LOWER-LWeL � t t gr o i., Project Valuation(Labor and Material Cost): 7/ cJ ,� L, .,,, 4:J THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PRO N&9F CODE,AND SHALL EXPIRE BY LIMITATION t ir+ AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN ISO DAY THIS flh' C$TdQt .t 13x'-A'FFpl i MY SIGNATURE I HEREBY CERTIFY THAT I in �-? AM THIN LEGAL OWNER OFTHE PROPERTY FOR WHICH THIS APPLICATION IS I ED OR AN A 11Ib 12LrD'AGENT©rj,THE OWNER. ALL PROVISIONS OF LAWS h� AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED iI ETHERSfE6AF9D HERESN OR NOT,INCLUDING CALLS FOR INSPECTIONS. n n i'i :3 h .` v x. SIGNATURE: • l � ,a._. ,_.-- - -• ii DATE 1-22-0b .' vt, v.) ,,Y l YP 5 Y R4f { v E . , f! :" {` �is �,ff � P � ". `4 i ��! � ` "a ° .mt. :4: a ". z4 k? tf °Q fi . © 8 P y `$ & P @ x , Site Address: - ( 4 B et-tvggy 01146- Parcel No.: 5o The eEdtA1Z 5 Lot: Block: Div: Div: Addition: �CFp .µ Oh.�.. ,,',AC"fi lI�' � 'Y ,F .t . ts" i.�,4 P10 .4.., , ,4• ' d,VN,. D^F,;1, �iCA,, ., ry4 nacklAi- Name Name Name IRVING CoN512octtoM CoRPoRA-Ootl h tzizptJ BRAIK IRVIn1G fo NSYRUL-tlon1 CogAlexRohl Mailing Address Mailing Address Mailing Address 819 CowtMERatat. A Iu6i Both G Fa. boy, 58t, gt9 CovtikezGIAL ADEAIUE, 5urr i6 City: State: Zip: City: State: Zip: City: State: Zip: ANAeoRYES i Vat 9 eat I $dWA1614.4Nt , tuA 98228 poiscorere51 WA 48Z2j Contractor Lic.No.: l RVI 14 WA"44r10 PhoneNo.: 360 293 (o354- PhoneNo.: Slob 133- TJo$lD Phone NG.:3lOZ9363Sj-ExpDate: Contact Person: 3o4r1 C4',1141.1') or Scoij irevWfu Phone No.: 36,o 293 t,354- (Check One) Single Family: Multi-Family: Apartment: Condominimum: Senior Housing:^ Retail:_Office: Restaurant:_ Manufacturing:_Storage: Bank: Assembly:_Accessory: Automotive Repair: Other(Specify) DESCRIPTION OF WORK: Fout4T/Pyrtog -0sa4 ?ayMr-( (CutL PFRMst 'Cn Vega-ow)) Street Setback: oZ,O ft. M It VI-Floor: eel sf. (Circle Y or N) 1"Side Setback: 1 D ft. We-0 Floor: 12 2.4-• sf Shoreline/Wetlands Y 2"a Side Setback: t D ft. Basement: . --± Water on/Adj.To Property Y CD Rear Setback: uj ft. Occ. Group: K-3 Ant a-I Soils Report Y f Use Zone: R - 1 Carport Area: sf. Sensitive Area Y S Type of Construction: \/ Nog-RIMED Garage Area: 57(,, sf. Latecomers Agreement Y Lot Area: ± 'POD sf. No.of Stories:/Ft l-LEs((ct:, Fire Hydrant(250 Feet) (g) N No.of Dwellings: l Building Height: Z7 t-0g Variance Y OSD Lot Coverage: 2587 sfx (24o 61-2) Deck Area: sf Covenant Y I +'-Ftoor '7GZ sf. Flood Zone X A AE VE Project Valuation(Labor and Material Cost): 3,ttO 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 I80 DAYS OF TThIS'APPISCATION; BY-AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE I FOAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN A_UTHORYZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BECOMPLIED',WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. n ` SIGNATURE: ` b-, n. i , b ,-, ,it,i DATE: 1 27 0(0 /a - a9 Lo. - 58'-6" 30'-0" / Revisions ate /D / 13.-6 1/2" 12.-10 1/2" 2 6' / 26'-0" 30'-0" / / / -- - 15'-5" - - 10'-7" 13'-6 1/2" 3'-7" 12'-10 1/2" / / - 5 - X 3 -7' -9 1/2" r2'-10 5'-3 /� SEE OPTIONAL BEDROOM/BATH 4" 3' 4" 4' 10 1/2" 4' - - mik " 1'-xlw PLAN AT PAGE 4 ® SCREENED FOUNDATION VIDN1$ ARE REQUIRED AT CRAWL - I SPACE. PROVIDE ONE SQUARE FOOT of NET FREE AREA 0 0 2 CANTIL ER�r •• FOR EACH 150 SQUARE FEET OF UNDER-FLOOR AREA VE III 0 G04/150 0.02 SF MINIMUM REWIRED. I � \-__ -_- -_- - - (1) 150 VENT .8 I IM EACH. - - -- r \ ` — — -1— = PROMOS a 6•%1a• VENT$As sxowrl 7.atf Ih • 7r11 1 P - •' . .. ; ' IV '- -----VI II it• ; \ \ \ - -^-r ' --'-°'-^ == \ \ \ \ O ( SF). VENTS 3'-0" 3'-0" I • °� l 1 d7l I� e�ram O I co POURED-IN-PLACE IN TOP 12" OF CONCRETE / -_ / ,�-_ _1/, -1- � � , "„`••, - i� - - ��. -N\ N 3'-O" FOUNDATION WALLS (VERIFY). WELL AROUND VENTS IF I I � '� �; .BL _ I±AI. .I I 2-- - - BELOW EMFRIOR GRADE. /^J"/ �, -\ - r -) PLUMBWG WALL CHASE / N I PLUMBING CHASE C�/U]{ N �p _ _ _--_ -- _ -_ -- --_ - --_ _- e 1 f - - ___ INSIDE OF CONCRE WALL TE 2z4 WALL/SHELF FURRED OUT INSIDE OF CONCRETE =pl �.:i �., QQ — — t J r r -1-I PWINABINC DOWN FROM FOUNDATION WALLS (ONLY WHERE ABOVE SUB) WITH I r•�••� Cf-6-! 1/2 (minimum)AIR SPACE BEWIERI 2z4 W D AND CONCRETE WALL io - _ ______ e • . I \\ " UPPER FLOOR / A2' (BARRIER OVER INSULATION 70 MELT CODE _ O • VERIFY WALL HEIGHTS ON-SITE AND ADJUST 2z4 -' , , I--- r- -• - - J I \ \ \ WALL HEKHFS TO BEST FINISH OFF INTERIOR ROGI. N + ' b _ ^ AT CRAWL SPACE O c o _ CO LOWER-LEVEL SLAB CO 2%e PONY WALLS ABOVE ONLY REC. ROtaM o a I o I I • I "X• INDICATES; 4' CONCRETE SLAB ON COMPACTED ELL CARPET FLOOR - \ I i-ti U at) • I = R-10 ROD INSULATION AROUND PERIMETER I W LLSERE>ESP p04WI PowTUj{N{G • toI a OF LIVING AREA As REWIRED. SLOPE GARAGE / ^ FINISHED GRADE OF NEEDED). © ^ O O \ ^ PORTION 2' TOWARDS NEPHEW DOORS FOR DRAINAGE. VERIFY LOCATIONS ON-SIZE. - r • o •„ ^ 8'-5 1/2" 5'-1" CK16IT1/2ftv i / 00\ -1 . 5'-4 1/2" 3'-1" 51f" �ALARM 3'-2" T-5 1/2" l�18'(w)z8• HICDSB b `'� MID-LEVEL FLOOR CRAWL SPACE r, CONCRETE FOOTINGS MCAT.wnH - I ® ,r / / n CA d- 16" WIDE CONTINUOUS I 1B' MINIMUM HECHT CLEARANCE (2) 14 REBAR CONTINUOUS. - - — - NSYSTEM. SEE ,S/SECTKKNS. ^ -{ 6 MIL BLACK POLY VSQIEEN 0 — �. . \ B.W. CONCRETE FOOTINGS WITH a VAPOR BARRIER CONTINUOUS N -- - -_- ,.,,„..,;"si;,t,,,,,,,,,,,,,,,,... ,...,,,. AC'5,;,,.....,,;^WC^'/""H"";,,.YG;,,.'=' ...,.'. C,',w';;..".�::,N� _ - __ -_ _ ^ \ (2 4 REBAR CONTINUOUS. o OVER CRAWL SPACE SOIL I� �- �„ eO ` - -- ----- o TYPI`UL IXCEPT WHERE NOTED I Pa! \ - - —'C - —7� /' -- _Cr-- I5i N r \ 0 _ OTHERWISE ON FOUNGTION i4 ES j \ i ��!! o 10 PUN AND/OR ENGINEERING. I 4x4 SUPPORT POSTS TYPICAL I L o"C7 •p 'S,'_2" 7'-5 1/2" W .1' N - F� )1 O I W ...��.-.� 8' WIDE CONCRETE SIMPSON ABM POST ANCHORS. 1 ' ° LJ - 1 / - e— - - - - r - I ✓ • ' ---% FMN/VTO • I. ( C = N FOUNDATION WALLS TYPICAL 6'-3 3/4" 5 -5 1/2" ___ �f 6' 3/4" I= -1 24'(w)z38'h CPA SPACE N O ''IIII P RARING CHASE ^CN - , M O N qg _ IPOWFLOO r n \ r �-- - % ACCESS. FRAMED IN PONY WALL I `� I CLOSET I C." lib LAV \ p BELOW MID-FLOOR Nc B.P. o m nI B.P• v ► �- ^, • N O o l� r I I -L- I I \ worst ==  CARPET O LAUNDRYI D 1111 - PLUM&NC WALL CHASE ,tee 7 E." w 160'N(Cw)RzEBf'Ed)F000ODN1INlX%15 INfERNNi =1 I 11 , ,C INSIDE OF CONCRETE o \ •�.J ____ " 1 BEAA1 N 1 _ 711E iLWR - - in w N ICJ I a (2) /4 REBAR CONTINUOUS. �I f L ^ \ --- -11 1 2" I FWNGTON WAIL (FOR CLOSET ---- ]thinnyhmehma \ \ Q CAIL -{I- / PLUMDING DOWN FfFOM I TILEid- I � �•�• B.P. I 1 UPPER FLOOR) ^ j� \- -�- CATION SOF1110 BEAM FAN/Vf0 ^ a "d b�Q 12'-0" d " 14'-D' - �' / / S DNGSTMBENAS BEARING / 18'(w)xl8'(d) 7HICNENED STAB P r=-, M �,P _I _-_ - B•W• _ -_- B.P. WTfH DECO \ 12 , tV \ "�- •^" • CONCIL Fb011 STAB, UP TO BOTTOWALL FROM M OF -11 1 �FS S �� • r 24'x2 %1 •(µ o) THICKENEDCONC. (2) 14 REBw CONTINUOUS. OPT._SINK I AT 5TNRWFW 2z8 POW I I ROD s SHELF MUD ROOM ® / M B.P. II=_ © \ ^ C7 0 00 ty /d FOR 7 �,• MID-LEVEL FLOOR SYSTEM. - --- Ar �.]„ .. .. - I ILE FLOOR --- I 'd- o i•s C~C Aam REBAR OI = I L< bi w o� < .i v � ni.z` _ __--_ -_ -`rZ N� _.. _.. . " 2x8 WALL.. . 2x0 W / N ck3 �+ U . OI ! 16"w xi8'd THICKENED SLAB 24'z24'z18"(d ) 7HIC1(ENED • Mk FLOOR LANE ABOVE ,,j afl • 1 I CONCRETE(FOOTINGS IYPICAI. WTIH Eye:: BEARS :NY: — — — I- r — — w of 0 v u• (7) R, e J O t. -J - , 1 I (2) #4 REBAR CONTINUOUS. „ ABOVE (4) #4 MINIM E.W.Ew FOOTING 0 TO MID B.W. O \- / - 10'-0' -- / 18'-6 B.P. o p :.-: '_• - -= L - -- --- --- -- - - 38•xssx1e•(aeep) 7HICKFNFD CONC - -- MECHANICAL DUCTS INTO CRAWL _ I +"� �. +••' _ _ a FOR = SPACE TO GO THROUGH CLOSET* I _ __ "� SUB FOODNOS BEAMS BE 44CoIII - -- - • M = U J 1-c. g rSIDE DOOR ownotAL I O - L --r--a__ _ \ CC OI p \ I' } I F1� UNDER UPPER SrNR NpIT. _ _ v • I I Ci r NICHE' O U u� I r MECHANICAL DUCTS TO - k I _--_I ___ ABOVE. (5) #4 REBAR MINIMUM E.W. �3 -2 3/0- / $ DAour DOOR WITH M I v - I I I # area M •1• ;,/, -on �I CA t7 CRAWL SPICE ARE r- I Y LANDING OUTSIDE i7 I� \ -- - - - - -�- he ^ \- ±� O - - � j1) U P '11-4 THROUGH THE WOOD-FRAME 1 - _ FUR N. Aig‘ , \- • PONY WALL ABOVE THE SUB. - 1 �- ��_�- 11'-6" 1 - _ _ i-- I I In. 'C U 0 1--. . - - - —- -±#._ -_�-- - / -- - — FouNGTKBN wAus I I I WALL LINE LL) qOSEE LON'FRLEVEL WALL I 1 �FlUMINC PLED J Hill FURN.I \ i i H.WJ S •�/ III ABOVE } 3 ,ate') O.'. ' : e ` - - •..,..I _ t:'v�a' n�j \ - L L 1 1 -. I_. '� O LOPTIONAL SIDE O ^ F..CRAWL SPACE \.. \ \ � N ( �_' LANDOOR D 3' (m!n) `/ mTi J7O 18' MINIMUM HEIGHT CLEARANCE \ -�•:• r I - +-- - - - 1 8 MIL BUCK POLY VISOUEEN = �— - - • ;,�1. B.P. B.W. B.W. " o ;�i7 VAPOR BARRIER CONTINUOUS I 3'-0 Z OVER CRAWL SPACE SOIL . d •PORCH O I •� MECHANICAL SUBCONTRACTOR 18'w x8'(d) iH ED SUB U rip I• I • 1 In TO VERIFY UNIT LAYOUT AND C FWD TYPICAL WITH i r_ " h 'inI 1 LOCATIONS. (2) #4 REIM CONTINUOUS. 5� 5'-6 1/2 2 -6' S'-0° 2'-0�" 9'-5 1/2" au p O / ( Qy In 1 I FOR GAS APPILWCES: r n n , n , n 0 y " ATABOVE PLATFORM N REWIRED B'(h). :I# 6 -0 3'-D 7 -6 11 -6 L., W�- r J L , B.P. R-10 PAD N REWI r J L -1 B.P. "'� / / - / --- - 8 x 61DF POST 0 O �'' ,_,,,, WOOD $lFPS B.P. 8 z 6 DF POST B.P.SEISMIC STRAP. 49 __ 3 R S_1__, _-'-^--�.-° \ P.R. TO OUTSIDE/ - - - ---- ------ _ ------ - L Z � � °a M ° �v-_ I , - _.. 2 % 6 PLATE ABOVE .- . _ .. = N U •I"' L -_ - DECKING 131 CAR GARAGE < U J FOOTING FOOTNG L J W a x zx STEEL REAM \ I m BE SEED BY GARAGE clEUNc *e oo r - b 36"z36"x12'(dwp) CO PAD 36"x36'x12%Qwp) CONCRETE PAD i r „ ENGINEER = HAVE 5/8. 1-FIGUR e ' = N Li p .,� I ° e I FOOTINGS FOR BEAM� ABODE GARAGE FOOTINGS F'OR�FAM BEARING ABOVE N v N MI FIRE RAZED G.W" p "0 I I I • (5) #4 REIN MINIMU EACH WAY. 4' CONCRETE SLAB (5) #4 REBM NIMUM EACH WAY. I 16" WIDE CONTINUOUS \ ° . I J j U I ON COMPACTED FILL -I N 0 SIMPSON 'STRONCWALL" SHEANWALL CM- Q pl I I O ° CONCRETE FOOTINGS wan p PANELS AT GARAGE DOOR RETURNS, N "0 O - I At REIAR CONTINUOUS. 9 SEE SIMPSON C TALOG FOR PROPER U n-' •0 I ,,i I L_ _I L- - J _ • nntwL IXCEPT WHERE NOTED to HEIGHT $ SLOPL: OF THE GARAGE t, a� O .. , N b / SIMPSON 'STRONGWALL' \ N I N S E HEIGHT OF THE GARAGE 0 I ,_; r - - PLED AND OR O _ .t OTHERWISE FOUNDATION LAB THE iT E U _ _ f---9 •. . • !_ , / ENGINEERING. ___ CURBS (FOUNDATION WALLS ABOVE �� +.+ U _\ __ - . g SHEARWALL PANELS AT GARAGE I -N- - C`AL L - - b.R ` ` *.�'•'* d CATALOG REILRNS, SEE SIMPSON W THE GARAGE SL'9 IS CRR1 AT N U E -- DOWN (2) RISERS 6' WIDE CONCRETE 18'-0' (w) % 8'-0' (h) OVHD_ _ O THE q'1RiGE pC wit gPENLN FOR 9'-0' (w z 8 0 (h) 01MD CC r-- - CATALOG FOR PROPER HEIGHT �- -- _ - - - - - )- -- --- -- -- - n % v - - - THE SIMPSON PANEL SISI S TO 1 f'" p k SLOPE OF THE GARAGE FOUNDATION WALLS TYPICAL "O N r-+ rn I- / 3'-D -� / 3'-D / •1I SCARAGE CURBS (FOUNDATION _LAB. THE HEIGHT OF THE I If WORK. I +-.� O O abA 16'-0° S CONCRETE 2 • / RR wws AewE THE GARAGE 7' �-- a U/ - -- - -- --- ---- - e- - - / $ 'LANDING IN i ALK �i OISv sUB IS CRmCAL AT THE ^ �/1 ' I-— —•——— T Z Q'i O 4-4 o 6 GARAGE DOOR OPENINGS FOR C a . t THE SIMPSON PANEL SYSTEMS I I '� o N o TO WORK. LINEN FLOOR LINEI 1y 4D / WA ALONE ABOVE p y \ U o U li "+ "K = L _1 DOWN (2) RISERS L �g 1 - - - - -- --- fr el `'' - 1 ^—A ° z _ A BLOCK OUT FOR it(h) OVERHEAD GARAGE DOOR ___ - _ _ _ F- }' G' 1 r rR OO BLOCK OUT FOR 18'� OVERHEAD GARAGE DOOR (CONTINUOUS FOOTING CONTINUOUS FOOTING SIMPSON SW18z6x4 GARAGE PORTAL SrSitM PER ENGINEERING. LANDINGM � , y -� - - - - L - - - -L -- - - pp O Li SIBEWALx I I G7 -- 8.75 x 13.5 DF GLULAM 24F-V4 CONTINUOUS 30' LONG HE AIER x8 POfY UP ABOVE TO TOP PLATE) - - a Q U O a 1' �� \ ,�� \ -- - ---- - �l - \ \ \ \ \ - - _- - - * - \ \- Z o O ri 1 _` . • L 12' ME CONTINUOUS_ in re HATCHING INDICATES: �j © O U p O CONCRETE FOOTINGS W11H CONCRETE SIDEWALK FROM DRIVEWAY UP (31 LOCATIONS FOR SIMPSON 'SIRONGWALL' a `a ` EER'S AND ` i� • ((2) 4 RE81R CONTINUED$. TO FRONT PORCH WITH FOR/AGED STEPS FRAMING d< CONCRETE 16x8z4 SHEARWALL PANELS FOR GARAGE I fYI4UL AT PLANTERS ONLY. SLOPE WHERE STEPS AWAM ND LANDINGSSEE PS TO DRAIN. (b� LOCATTCHING IONS SMPSON $TRONGWALL' USE APPROVED NO PLATES AT (SIMPSON CONCRETE TEM3) SIMPSON PLATES FOR MANUFACTURER'S SPECIPORTAL SYSTEMS PER FlGNTIONS. SNGLE YF I CONCRETE STEP$/$IDEWALX UYJUF MAY §Vlta�a8x4 SHEIJt'WALL PANELS FOR GNACE ANCHOR BOLTS, AND VERIFY SIEMWALL HEIGHT AT PANEL a CONTINUOUS HEADER ACROSS GARAGE PORTAL. ``I n VARY FROM PLANS. PORTAL. SYSTEMS PER ENGINEER'S AND LOCATIONS TO GET REQUIRED CONCRETE EMBEDMENT. SYSIDAS. USE APPROVE) SIMPSON CONCRETE " 4' WIDE CONCRETE3'-0 (24 7/B' MIN. EMBED FOR SSIB2B) TEMPLATES FOR ANCHOR BOLTS. HEIGHT FROM L J PLANTER WALLS TYPICAL ° SEE SITE PLAN FOR DRNEWAY MANUFACTURER'S ACROSS SINGLE GARAGE SLAB TO TOP OF FOUNDATION 01 ` ,,• CONTINUOUS HEADER ACROSS GARAGE PORTALWALL / / C'„ i, _\ -_ - I SYSPLAS USE APPROVED SIMPSON CONCRETE _ CRI ICAL SEE SWPSON CATALOG OETNLSURB AT OVERHEAD GMAGE S S O N - J TEMPLATES FOR ANCHOR BOLTS. HEIGHT FROM -- -- -- 'I., 4";-- GARAGE SLAB TO TOP OF FOUNDATION r n r n s 9 -6 1 2 6 -2 1 2 L�, 6J M I�. WALL/CURB AT OVERHEAD GARAGE DOORS IS / 1 4'-1 - _ _ / / r „ r „ n CRITICAL SEE SIMPSON CATALOG DETAILS. /- - _--- -__ _ _ -_ / _-- __ __- _ /_____ . _ -_- - _/ O ti L_ /2 -0 / 6 -0 /2'-0 /, . 30r 0„ ~ cn N < y /- / V 2'-8" 16'-0"__ 10'-0° 7 16'-3" 1 -4" 9'-3" 7 z N k o ... /, / - -- / / NOTE: SEE SHEET #4 FOR OPTIONAL LOWER-LEVEL PLAN WITH +" ' 0No aJU /- 28'-6" 30'-0° EXTRA BEDROOM AND 3/4 BATH INSTEAD OF POWDER ROOM. p '' Q v b U 1 LOWER-LEVEL ° � M 0 'J 58'-6"- / FLOOR PLAN PLATE HEIGHT KEY �j „co, � * - FOUNDATION PLANW4ff ° SCALE 1/4" • 1'-0" G U 0 r ••c 9 -1 1/4" PLATE HGT. (TYP.) '� cA g ni WALL FRAMING NOTES : PLATE HT. VARIES `1_ 0.c 44 pl4 a PARTIAL TABLE R404.1.1(2) SCALE 1/4" • 1'-O' MINIMUM SIZE AND SPACINGS OF VERTICAL REINFORCEMENT SEE PAGE 4 of 8 = UPPER FLOOR FRAMING PLAN (B.W.) BEARING WALL .aT- ' i 1' SEE ENGINEERING PLAN ON SHEET # 8 FOR ENGINEERING ADDITIONS AND/OR CHANGES. GENERAL FOUNDATION NOTES : FOUNDATION REINFORCEMENT : MAXIMUM MAXIMUM FOR 8 INCH CONCRETE WAIL. THICKNESS FOR DOOR AND WINDOW HEADER SIZES At LOCATIONS t;I: -,71 r� - SEE ENGINEERING PLAN ON SHEET # 8 FOR HOLD-DOWN TYPES AND LOCATIONS. WALL HEIGHT UNBALANCED SOIL CLASSES (refer to table R405.1) �I ��J/ BACKFILL SEE ENGINEERING PLAN COPIED ON SHEET LOWER-LEVEL PLATE HEIGHTS ARE ALL BASED ON ► ' l �i ' FOUNDATION SUB-CONTRACTOR SHALL VERIFY AND COMPARE SHEET # 8 ENG. COPY ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE-TREATED. PROVIDE (2) #4 HORIZONTAL REBAR LOCATED WITHIN THE UPPER 12' OF HEIGHT GW, GP, SW, GM, GC, SM, SC, MH, ML-CL, ALL INFO WITH ACTUAL ENGINEER'S STRUCTURAL CALLS TOP-OF LIVING AREA SLAB TO TOP OF WALL. WITH THE ACTUAL ENGINEER'S STRUCTURAL CALCULATIONS PRIOR TO CONSTRUCTION. ALL FOUNDATION STEMWALLS (UNLESS NOTED OTHERWISE ON ENGINEERING). and SP mile SM-SC, and ML and inorganic CL PRIOR TO CONSTRUCTION. it VERIFY ALL HOLD-DOWN LOCATIONS AT WALL OPENINGS TO MATCH FRAMING DIMENSIONS FASTENERS FOR PRESSURE-TREATED WOOD MUST BE OF HOT-DIPPED SEE TYPICAL WALL SECTION. -r AND TO INSTALL PER MANUFACTURER'S SPECIFICATIONS. GALVANIZED STEEL, STAINLESS STEEL SILICON BRONZE, OR COPPER. 5' #4 0 48" O.C. #4 0 48" O.C. #4 0 48" O.C. I ,'% (EXCEPT 1/2" or GREATER ANCHOR BOLTS). PROVIDE (2) #4 HORIZONTAL REBAR CONTINUOUS IN ALL CONTINUOUS UP TO 6' ALL EXTERIOR WALLS TO BE FRAMED WITH 2x6 STUDS 1 SEE DOOR SCHEDULE ON SHEEP #5 Drawn by: CONCRETE FOOTINGS PER THE TYPICAL WALL SECTION AND FOUNDATION PLAN. 6' #4 0 48 O.C. #4 0 40" O.C. #5 0 48" 0•C. 16 ON CENTER. ALL INTERIOR WALLS TO 2x4 VERIFY AFTER EXCAVATION : STUDS 0 16" ON CENTER EXCEPT WHERE NOTEDED RHILL LIl ALL ANCHOR BOLTS REQUIRE 1/4"x3"x3" STEEL PLATE WASHERS U.N.O. ON ENGINEERING. 4' #4 0 48" 0•C. #4 0 48" 0•C. #4 0 48" O.C. OTHERWISE ON WALL FRAMING PLAN(s). FOR CONCRETE FOUNDATION WALLS OVER 6' HIGH, UNBALANCED BACKFILL HEIGHT SEE TYPICAL WALL SECTION FOR ANCHOR BOLT SIZE AND SPACING. IF STEMWALL POURED SEPARATELY FROM FOOTINGS, PROVIDE (1) VERTICAL 5' #4 0 48" O.C. #4 0 48" O.C. #4 0 40" O.C. SEE WINDOW SCHEDULE ON SHEET #5 RECOMMENDED NOT TO EXCEED 4'-O" HIGH TO MINIMIZE REQUIRED REINFORCEMENT. " #4 REBAR FROM FOOTINGS AT REQUIRED SPACINGS WITH A STANDARD HOOK 7' ANY/ALL ANGLES SHOWN ON WALL FRAMING PLANS ARE IN Date: SEE TABLE R404.1.1(2). UNBALANCED BACKFILL HEIGHT IS DEFINED AS THE DIFFERENCE P.T. SILL PLATES MINIMUM 6 ABOVE FINISH-GRADE. 3" CLEAR OF BOTTOM-OF-FOOTING, AND EXTENDED MINIMUM OF 14" UP 6' #4 0 48" O.C. #5 0 48" O.C. #5 0 40" O.C. INCREMENTS OF 45 DEGREES UNLESS NOTED OTHERWISE. `» BETWEEN THE INTERIOR AND EXTERIOR FINISH-GRADE LEVELS. BACKFILL AS NEEDED. INTO THE STEMWALLS. VERTICAL REINFORCEMENT TO BE GRADE 60 MINIMUM. INDICATES TRANSOM WINDOWS ABOVE. 01-27-06 TOP-OF-PLATE FOR CONCRETE FOUNDATION STEMWALLS CAN STEP DOWN WITH SEE TABLE R404.1.1(2) FOR SPACINGS, UNLESS NOTED OTHERWISE ON ENGINEERING. 7' #4 0 40" O.C. #5 0 40" O.C. #6 0 48" O.C. SLOPE FLOOR SURFACE OF ANY EXTERIOR CONCRETE OR SEE WINDOW SCHEDULE ON SHEET #5 -� FINISH-GRADE AS NEEDED, WITH WOOD CRIPPLE WALLS UP TO FLOOR SYSTEM, # 4 0 48" O.C. #4 0 40" O.C. SOLID SURFACE LANDINGS, PATIOS, STEPS, WALKS, DRIVE, etc. FOR SHALLOW CRAWL SPACE EXCAVATIONS, BACKFILL CRAWL SPACE UP TO MINIMUM OF STUDS NOT LESS IN SIZE THAN STUDS OF WALLS AT STORY ABOVE. VERTICAL FOUNDATION WALL REINFORCEMENT THAT IS INTERRUPTED BY WALL 5 4 0 48" O.C.0°C. AWAY FROM HOUSE AT MIN. 1/8" PER FOOT FOR DRAINAGE. Scale: Cr TOPS OF FOOTINGS, AND THEN POST-AND-BEAM UP FROM INTERIOR FOOTINGS PER PLAN. STEPPED CRIPPLE WALLS SHALL CONFORM TO SECTION R602.11.3. OPENINGS (DOORS, WINDOWS, ACCESS PANELS, etc.) MUST HAVE ADDITIONAL 6' #4 0 48" O.C. #5 0 48" O.C. #5 0 40" O.C. FOR DEEPER CRAWL SPACE EXCAVATIONS REQUIRING BACKFILL TO REDUCE THE VERTICAL REINFORCEMENT OF THE SAME SIZE PLACED WITHIN 12" OF EACH 8' 40" SEE ROOF FRAMING PLAN FOR TYPICAL WINDOW FRAMING HEIGHTS. B.W. BEARING WALL- SEE ENGINEERING 1/4"=11-0" " e INDICATES DOWNSPOUT LOCATIONS FOR ALUMINUM GUTTERS AT ROOF (1 of 8). SIDE OF THE WALL OPENING. 7 #5 0 48" O.C. #6 0 48" O.C. #6 0 0.C. '- UNBALANCED BACKFILL HEIGHT, ADD SHORT 8 (wide) INTERIOR CONCRETE FOUNDATION DOWNSPOUTS LOCATED AS SHOWN TO RUN DOWN CORNER TRIM SIDING BOARDS WALLS UP TO PLANNED CRAWL SPACE BACKFILL HEIGHT. THIS REQUIRES 16"(w x8"(deep) UNLESS NOTED OTHERWISE. VERIFY LOCATIONS AND SPACINGS FROM FOUNDATION 8' #5 0 40" O.C. #6 0 40" O.C. #6 0 24" O.C. ELECTRICAL SUB-CONTRACTOR TO VERIFY AND INSTALL Sheet#: CONTINUOUS INTERIOR CONCRETE FOOTINGS WITH (2) #4 REBAR CONTINUOUS (AS SHOWN). AT PORCHES, DECKS, PATIOS, AND BRICK OR CULTURED STONE LOCATIONS. B.P. INDICATES BEARING POINT 5' #4 0 48" O.C. #4 0 48" 0.C. #5 0 48" 0.C. SMOKE ALARMS WHERE REQUIRED BY CODE. B P. BEARING POINT- SEE ENGINEERING Li THEN, POST-AND-BEAM UP FROM TOP OF SHORT INTERIOR CONCRETE WALLS. cf OPTIONAL FOR SHALLOW CRAWL SPACE EXCAVATIONS ONLY: 18"0 x 12"(deep) INTERIOR B,W, INDICATES BEARING WALL 6' #4 0 48" O.C. #5 0 48" O.C. #6 0 48" O.C. CONCRETE PAD FOOTINGS (AT EACH 4x4 POST LOCATION) WITH (2) #4 REBAR EACH WAY 9 ' #5 0 48" O.C. #6 0 48" O.C. #6 0 32" O.C. �. 3 CAN REPLACE ANY OF THE INTERIOR CONTINUOUS CONCRETE FOOTING STRIPS IF DESIRED 8' #5 0 40" O.C. #6 0 32" O.C. #6 0 24" O.C. (EXCEPT FOR ANY LOCATIONS THAT MAY BE SPECIFIED OTHERWISE BY THE ENGINEER). of 8 Sheets �.. __ _ _ ___ _ Revisions/Date 1 5V-6" ` 2'-6" 15-5" 10'-7" 19'-4" 8'_0" 2-8" i g tt 13' 6 1/2" 5'-9 1/2" 0 �' ' ' / / 8'-0" 7'-5" 1'-10" 2'-4" 6'-5" 5'-4" 3'-4" 2'-7" 2'-10" 2'-7" / / / 0 \ < < Y • REM DDOR TEMPORARILY DISABLED. I.�I0I• -.I` ,i WWI o PATIO, DECK LANDING(S), AND/OR eF• O O B.P. B. •- of 0 1-•i STEPS TO GRADE ARE AAIILL OPRPECS 1_, ) N - SEE SPECS ♦� __ i4 IN NB. N- --__ - < - - q�, - � ,I•— - 161�- _I�L�'��'�,L9'., E (JEr1ED DPnoNAI.) --- <--- < :I . •ry�` '� pr• ROD ! SHELF P F NEDED CESS PANGZOQ O 4D 4D 9 A«�� O O �IFY DIFFERENE / /r�_U `O ♦ WINDOW FRAMING HF. �.cv BED 8 ti CC O N ! ` -_ _ CLOSET - — _ PLATFORM Q O© — IToi�i a • < :".I• NI- ?iff$Sd'Y3.�ef.Y.4:s*.3F` Fify: �- °' --- - - 1 4-+ �./PA il '1 < I . 001 1 i . 1 sl ° I eEe"nBmEgoci — 1B.P. 0 III BATH k1 O Q � 0 MASTER SUITE d 11 TILE� — d i 1 / 11111 / / 1 / I B.P. CARPET FLOOR — M N _a KITCHEN O B.P. Fa+/� DrawERs Q ,y, B.P. 1 N. gigliiiiiiii to ��II n ~ O WOOD FLOOR T/ 1 -4 4- h E 2 1/' ' v a QMII t )GLeSS DOOR©I U .7r—, # I l CwLOSE RTLEwAUSs T4. LL </ . N N .- mr,✓ NruiivreritrB OR • m 'v o DINIMNeG�ROOM /<� 11. 1 r 1 Roo MASTER ''_ 0 CONFIGURATION 1,_ II' N PCNI\ q o 701 • -< 0 I 2'-24" I. L-—J bo / ()SMOKE LL ROD R SHELF t/t I �0 FM 2'-8" o �� 2'-1 " ace < i< < b (_ IllAT11C ' NININUM � JV. ATTIC ACCESS REWIRED. < C'j 'rid Y{ {i�' �y Z N 7 1o ' 9vrrzn__t_ LLL: ffi_, ct m cc _— © he - _ O ^� in J J u) » Tc. aE PNY LINEN B yi 0, BATH •2 Q . FAN uTaR i III - o " ' --•_:^' A SHa m __ 11yip Sn in .. 113 -— __ - -... O 1 0 N F 2'- a m c� o w w cD x x Z 0 a a N I- > 3 O o a o ' / - _ J -I M O SOFFIT ABOVE .}e- IT• r I �.+ < • < '�� 1",. , B.P. SHELVES - ,��•'�� Sr! —_ in M yr /, L7 4 ',a.�.6.�:v:'�,:F���EEI%'��^�:,3•k _E'5. N C� ti) iv IIr .4oAr.»mvnwurvr.wa✓ a�czrvarcz var- f4 OD — — e r •�" _ _ ' uvvests.rrrrrvaeinditniiarwirovyaiwrcmaoucr- _ _� - O r' ��/j< N '..� at B.P. w I r�r � B.P. ,'q i t Cd . 1 . ECORATNE c� DECORA I ��D I i'rk /,d I O .o p d, III) NON-BEARING NON-BEARING 1 DOWN Q COLUMNS COLUMNS -5 1 4 i. » Cr" ,'T - / I 6'-10" 4-5 - - v ° cod i i b M r — — — • In - l•�.=•isffs.�ss�a qM _t_ INF - - -- -- SMOKE1 '-1 /2" , " , » N SMOKE �_ �` io C ''.' U iti N <- <--- -< .,!,. 4A."�I�'iP�l,� ALARM ' / 6 -8 1 6 / W 1111 \ MARM ,lots in '� W II� FOYER I�$ HALL q q� N I �SOFfIT WOOD FLOOR ` ^ CARPET FLOOR �i 11 11° BEDROOM g2 r• © •_ U F F �E FIREP « r 44 I DAWN - S I I Z = o r, DIRECT-VENT I I B.P. W.N> 0 w p THROUGH WALL _ \\ I I , . O ° N n °} .4. "a 1=1'aI --- - \I0I-11 v - • I 7L/ �o `; 1-.. a' a 0 • -; .?"`• ". SMOKE o :� CU � f' q \ GREAT ROOM Q a Q uARM 1 q qF L TMY CE1UNC i.. >.wrrrruvr.z�ioi�rra<v„rrruirrv�wrirwWwivwimiaremrwsv��, _ 'O r Z_ E_IO CARPET FLOOR ♦B/ T r - L�l 41' A " ' "'w,r�ur�rr�r.•vrrrs.rcxaxGa . . . urrrrw>iNwwnvarraarr�r/�wrr �i y_ �— F a l♦v PORCH CLOS ; o ' q Q Et ° '� '� » c. A10•-1 vs- 10•-1 1 4" 4 WOOD DECK o -- - - u Q U Q j .r��Q 0 -- a _ --N _ ALARM •I A I 0 M �j� 1 N i� I 1 1 "SMOKE J +-+O O." g i . 3. F 1 . I I ■. STEP DOWN ME i lY•.ruwr« <- _]wc. . i 'n J L �"' •O g I q L,8 " Y1•-6 B.P. 11' 9" B P 1'-8" ■ -`.: / B.P. ca ° v 1 8 < < r I . . < 4'-5 1/2" 3'-6 1/2" BEDROOM •3gir J C ,, / 1- ,b ROOF BEAM ABOVE o -- - - / • ALARM '-1'1 SMOKE (0 LL,J "opgU p inliggECS ESS o -/ CARPET FLOOR i . a N � BEDROOM •4 " "q i ,~ - CARPET FLOOR I Cd N r 0 il 11 11 \ \ � SII•- I- �I1lIUt� P 1Ct oE ci 0 0 I 0 �/ 111111 W1I• I � r� • ♦D/ ♦O/ ♦D/ '' y M A InM M 17 M ,7 ,yRI•- � Y q b h 1•• 14 a, m 1. 14 i, 1, O O q jt- N M * up CD N OO 01 O 1- N I') 'C- in CO N 00 CA N N N N N N N N N N -< --_- _ - — _-____- _-- _ ___ _ -__ ._- __ _ ____ <Z o h H- _ - = 01 I / YEN i (h Q WALL FRAMING NOTES : W BELOW $.'s °5 en8 t, 4 Ll TOP OF PLATE SEE PAGE 6 of 8 = ROOF FRAMING PLANS y p FOR DOOR AND WINDOW HEADER SIZES & LOCATIONS 5'-2" 2'-10" 2'-10" 5'-2" 2'-0" 6'-0" 2'-0" 4'-10" 3'-4" 4'-10" 2'-2" 3'-6" 2'-4" 2'-4" 3-8" OPEN SPACE ABOVE • o > N C ° O / / / / / / / / / / / /- / / ALL u d 0 -,U Li SEE ENGINEERING PLAN COPIED ON SHEET 8. VERIFY i 12• 12• KITCHEN CABINET ,d, w 2'-6" 16'-O" 10'-0" 13'-0" 14'-0" 3 -0" T-N I — UPPER E CABINETS. .� ALL INFO WITH ACTUAL ENGINEER'S STRUCTURAL CALCS / / - - / / - / / J r REFRIGERATOR RECESS r'3 i PRIOR TO CONSTRUCTION. a�i cG CC / 28'-6" 30' 0° As MANE ENNEDI PF »" " u(a) ` ALL EXTERIOR WALLS TO BE FRAMED WITH 2x6 STUDS REFO. / TTHEMDEEP UPPER O G a 0 16" ON CENTER. ALL INTERIOR WALLS TO BE 2x4 i _ - - 58'-6" 9 5 ABNE1 / REFG. CABINET. U t 0 • CU STUDS 0 16" ON CENTER EXCEPT WHERE NOTED 'l r� U U • 61 U 8 OTHERWISE ON WALL FRAMING PLAN(s). a W a ANY/ALL ANGLES SHOWN ON WALL FRAMING PLANS ARE IN „) INCREMENTS OF 45 DEGREES UNLESS NOTED OTHERWISE. i T! r I 2, MID & UPPER LEVEL FLOOR PLAN WA_ I i -� SLOPE FLOOR SURFACE OF ANY EXTERIOR CONCRETE OR 1/r DRYWALL SOLID SURFACE LANDINGS, PATIOS, STEPS, WALKS, DRIVE, etc. $ �• RE ss 1 "� ��� 1 Li I AWAY FROM HOUSE AT MIN. 1/8" PER FOOT FOR DRAINAGE. F ; O I SEE ELEVATIONS FOR TYPICAL WINDOW FRAMING HEIGHTS. SCALE 1/4" • 1'-0" � i 1 Q ELECT ICAALR SUB-CONTRACTORWNE REQUIRED VEVERIFY AAND INSTALL i o Drawn by: R.HILL PLATE HEIGHT KEY Date: 1 SEE DOOR SCHEDULE ON THIS SHEET. 01-27-06 u g g B; g g 9'-1 1/4" PLATE HGT. (TYPJ , FINISHED FLOOR L_i — TOP OF SUBFLOOR f _ 5 a a s a s A SEE WINDOW SCHEDULE ON THIS SHEET. 8'-7 1/4" PLATE HGT. (TYP.) .Q. REFG._ _ RECESS DETAIL Scale: , IllililliiiiiiiillI, INDICATES TRANSOM WINDOWS ABOVE. J PLATE HT. VARIES © Scale: 1/2"= 1'-0" 1/4"=1'-O" _kp . SEE WINDOW SCHEDULE ON THIS SHEET. Lc Sheet#: 4 5 1 B.W. BEARING WALL- SEE ENGINEERING (B.W.) BEARING WALL ri la 4 b b PLATE HEIGHTS ARE ALL BASED ON 5 - " w N B.P. BEARING POINT- SEE ENGINEERING SUB-FLOOR TO TOP OF WALL II111 : i 1 I 1 1 i 1i r of 8 Sheets 0607904-1 0004 03r20/2006 CO' 4 'S.IY 0 ., Ci ofAnacortes Pera,it Fees 006059 $10,864.35 ty Permit#: BLD-2006-0119 • 904 6th Street Issue date: 03/20/2006 .,., ,, • P.O.Box 547 Expire date: 03/20/2007 ,;'' ' :Co. Anacortes, WA 98221-0547 ',4" C W CIPPAZi. (360) 293-1901 Job Address: 4118 CHERRY LN Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New single family residence. Owner: IRVING CONSTRUCTION Contractor: Address: 819 COMMERCIAL AVE Address: ANACORTES WA 98221-4130 Phone: (360)293-6354 Phone: License#: General Information: Fees: Basement Square Footage 1224 Plan Review Fee 586.95 Lot Area 9600 Building Permit Fee 903.00 1st Floor Square Footage 762 Mechanical Permit Fees 121.90 2nd Floor Square Footage 887 Plumbing Permit Fee 160.00 Garage Square Footage 576 State Building Code Fee 4.50 Building Valuation 287335 Sewer Inspection Fee 50.00 # Forced Air Furnace<=1,000 1 Storm Drain GFC-Residential 1,126.00 #of Bathtubs 2 Sewer GFC-Residential 6,397.00 #of Clothes Dryers 1 Park Impact Fee 615.00 #of Clothes Washers 1 Traffic Impact Fee 900.00 #of Dishwashers 1 Total Calculated: 10,864.35 #of Gas Fireplace 1 Deposits/Receipts: 0.00 #of Gas Piping 1 #of Gas Water Heaters 1 Total Due: 10,864.35 #of Water Piping 1 #of Hose Bibbs 3 #of Kitchen Sinks 1 #of Lavatories 4 #of Range Hoods 1 #of Showers 3 #of Slop Sinks 1 #of Ventilation Fans 5 #of Water Closets 3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE 0 OWNER OR AUTRO$RIZED AGENT ISSUED BY �.i Y of CITY OF ANACORTES WASHINGTON a gcefti�' BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 4118 Cherry Lane STREET&NUMBER Owner Irving Construction Constructed By: Owner OWNER OR CONTRACTOR Bldg. Permit#: BLD-2006-0119 Date Issued: March 20, 2006 • • Occ. Group: R3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized. This 28th Day of July 20 6 AUTHORIZINg_OFICIAL `kgf SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. ■ i Final Inspection Checklist / r r4 Permit No.: 06 —' ct 7 Site Address: V-2-V.Or �"y �Date Issued: Zoning: / Occ. Group: Constr. Type: Owners Name: Owners Mailing Address: State: Zip: Variances: No Yes Safety Glass: No Yes Z------- Sewer Fee Paid: No Yes Hand Rails: No Yes L/ Sewer Inspected: No Yes Guard Rails: No Yes t— WSEC Compliance: No Yes Traps: No Yes L --- G0.5 Attic Access: No Yes ✓ Stove: No Yes v Smoke Detectors: No Yes Water Pressure: No Yes__J — T&P Drains: No Yes v House Numbers: No Yes v Insulation Cert.: No Yes 1/ Site Drainage: No Yes Curb Cut: No Yes % Crawlspace Insul: No Yes �� Bedroom Windows: No Yes l/ Water Heater Strp: No Yes Vapor Barrier: No Yes 4/ D.W. Air Gap: No Yes L— Water Meter Box: No Yes Auto Garage Door: No Yes Exterior Decks/Landings: No Yes v / . Outside Caulking: No Yes Garage/House Door: No Yes Inspected By:4 y / :< Crawl Space Access: No Yes t. Date: -7/Z�°C' Exh. Duct/Dryer Vent Dampers: No Yes (/ _ I INSULATION CERTIFICATE AREA DESCRIPTION R-VALUE THICKNESS • C= , 1 " r' s a(eltAm A. R, It V- O (2, _ R., ) " r 4- KZ. (i i` l R ,a-F lam" This is to certify the insulation ias been installed in conformance with the requirements indicated on this card. Installeas Signature ; 1; m N-Ara )V,J„vu Date: —Gj - (a 1 1 q \r, r, c7-��t k In 4, `1J t-ci`na Prat LA' SO - Aince4Ir4c ComOany Name (Builder) Address ,f)xx 3J rrq listen — American Insulation 6105-192nd St NE,Arlington,WA 98223 360-403-8202 II h 1, 'A JET STREAM" L'>� ATTIC CARD ' FIBER GLASS BLOWING INSULATION ` 4'`a"v I BATTS AND BLANKETS THERMAL PERFORMANCE(ATTIC APPLICATION) When installed in accordance with the man- The stated thermal resistance(R-value)is provided by installing in accordance with the manufacturer's instructions,the ufacturer's recommendations,Knauf batts required number of bags per 1,000 sq ft of net area,at not less than the labeled minimum thickness Failure to install and blankets will provide the full R-value. both the required number of bags and at least the minimum thickness will result in lower insulation R-value. II MINIMUM INITIAL MINIMUM HAWSE* TNI_GNNNSs MAXIMUM MINIMUM INSTALLED SETTLED To obtain an Installed insulation A"VALUE° _ NAG&f,MM SF _ _ COVERAGE __ MEANT ' THICKNESS TNI6NNE99"" insulation resistance should not be To obtain an The number of bags/ Contents of this bag The weight/SF Installed insulation Installed insulation (R-Value)of: less than: insulation resistance 1,000 SF of net area should not corer of installed insulation should not be should not he R-38HD 10 25" (R-Value)of: should not be less than: more than: should not be less than: less than: less than: R-60 31.7 31 5 SF .952 LBS 19.75" 19 75" R-38 12.00" R-49 25 3 39 5 SF .760 LBS 16.50" 16 50" R-30HD 8 25" R-44 221 45 3 SF 663 LBS 14 75" 14 75" R-30 10.00" R-38 19 0 52.7 SF 569 LBS 13 00" 13 00" I R-26 9 00" R-30 14 4 69.7 SF 431 LBS 10 25" 10 25" R-22 6.50" R-26 12 4 80.9 SF 371 LBS 9 00" 9 00" R-21HD 550" R-22 104 958 SF 313 LBS 775" 775" R-19 625"*" R-19 89 1118SF 268 LBS 675" 6.75" R-15H0 3 50" R-13 61 164.3 SF 183 LBS 4 75" 4 75" - R-13 3.50" R-11 51 197 6 SF 152 LBS 4 00" 4.00" R-11 3 50" Bag Net Weight-Nominal 30 lbs,Minimum 29 lbs Coverage and installation data were determined using a Volu-Matic`II blowing machine in third gear with 13"gate opening,20 psi air pressure and 150' R-8 2.50" of 3"internally-corrugated hose • "R-18ma55"cavity Conforms to ASTM C 665 and This product conforms to the performance requirements of ASTM C 764,Type I,and cancelled Federal Specification HH--1030B.Type I,Class B. , Federal Specification HH--521F R-values are determined inaccordance with C 687 and C 518 • "'R"means resistance to heat flow The higher the R-value,the greater the insulating power To get the marked R-value,it is essential that this insulation , be installed properly If you do it yourself,get instructions and follow them carefully Instructions do not come with this package • "Independent testing shows average settling for this type of insulation is 0 07+I-0 03 inches,affecting the R-value by less than one half of one percent, which is thermally insignificant EQUIPMENT REQUIRED vole-Matic'll is a registered trademark of Umsul To achieve labeled R-value,this product must be applied with a pneumatic blowing FRAMING ADJUSTMENT machine and a corrugated hose with a minimum 25"internal corrugation,a mini- To compensate for framing members,the number of bags per 1,000 sq.ft of mum length of 150 ft and a diameter of at least 3?Coils in the hose should not be area to be insulated should be as shown below. less than 36"in diameter Acceptable material feed rate is 5-35 lbs/minute Recommended feed rate Is 15-25 lbs./minute JOIST AAGSIMSF AAGS/MSF A-VALUE DIMENSIONS 1E"O.C.FRAMING 24"O-C.FRAMING BUILDER'S INSULATION STATEMENT 2x4 312 313 R-60 2x6 30 8 31.1 Batts and/or blankets have been installed in conformance with the above recom- 2x8 30.5 30 8 mendations to provide a thermal resistance of... 2x4 24.8 24 9 ' IFYALUE - TNICMIESS R-49 2x6 24.4 247 , 2x8 24.1 24.5 2x4 21.5 21.7 ' Attic Area R- 38 at }t Inches R-44 2x6 212 215 Sloped Ceilings R- at Inches 2x8 209 212 2x4 184 18.6 Walls R- at Inches R-38 2x6 181 184 Floors(over an unheated crawl space) R- at Inches 2x8 17.8 18 2 , 2x4 13.8 14.0 Crawl Space Perimeter R- at Inches R-30 2x6 13.5 13.8 2x8 13.3 13.6 2x4 11.9 12.0 Date Installed lo' 12 -6 R-26 2x6 11.6 11.8 Blown insulation has been installed in conformance with the above 2x6 11.3 11.6 recommendations to provide an R-value of.R- 7p using 2x4 9.9 10.1 -52. bags of this insulation to cover 1 gig square feet R-22 2x6 9 7 9 9 , of area at a minimum thickness of 1 3 inches. 2x8 94 8 7 2x4 85 86 , 11// \ `` R-19 2x6 82 84 'T1 GAY\ :r n.ch.S motm 2x8 79 6.2 ' Insu ahon Contractor(signature) \ 2x4 5.6 5.8 a-r-\x "c; Lis.-s �.--.-»\X r: _b vsw__,. }1.207-(n Company Date R-13 2x6 5 4 5 6 2x8 51 5.4 Home Builder(signature) 2x4 4.6 4 7 C ny r Date R-11 2x6 4.3 4.5 (t //__ x,an 2x8 4.1 4.3 ' -42- Y-CiJ-7C rIX;' 'cOC7 • kNAUf BW-AC-14 NOV 2005 XNAUF INSULATION GmbH One Knauf Drive,Shelbyville,IN 46176 (800)825-4434 ext 8300 FAX(317)398-3675 www KnaufUSA com ©2005 Knauf Insulation GmbH CITY OF DO NOT REMOVE `s YOB CORRECTIONS REPORT vry4 Cc:ACC ❑ Building codes 293-1901 ANACORTES ❑ Fire codes 293-1925 ❑ Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. OWNER/CONTRACTOR ter- I PERMIT NUMBER --- 0/ 4 ADDRESS I DATE / r7 ❑ NOT APPROVED FOR COVER ❑ NOT APPROVED FOR OCCUPANCY OR USE ❑ CORRECTIONS NEEDED 0 STOP WORK ��y �fj� J�/ '�/A {'g � I I ' )I //1`d ®f Y""�a! Y1 e r cc` % r n /I( 7 A�i'cr'.�a C� 710 /? • NOTIFY INSPECTION OFFICE ,/'` WHEN READY FOR REINSPECTION !1 / 67/ INSPECT R