Loading...
HomeMy WebLinkAboutPermit File 1905 Bradley Drive --'°'11<lial. CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 1905 Bradley Drive Owner: Brian & Maria Spriggs Constructed by: Strandberg Construction Inc. Building Permit#: BLD-2013-0298 Date issued: August 12, 2013 Use Zone: R2 Dated: April 4, 2014 Authorizing Official: eWl ,it, i'fr--- •r .: T Y C Cityof Anacortes Permit#: BLD-2013-0298 904 6th Street Issue date: 08/12/2013 .. P.O.Box 547 Expire date: 02/08/2015` e 4' 10 Anacortes, WA 98221-0547 -?'' " .A (360) 293-1901 ::; C -"0 Job Address: 1905 BRADLEY DR Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P59139 Remarks: New Single Family Residence Owner: BRIAN/MARIA SPRIGGS Contractor: STRANDBERG CONSTRUCTION Address: 3315 115TH PL SE Address: PO BOX 319 EVERETT WA 98208-5268 ANACORTES WA 98221-0319 Phone: (202)616-2689 Phone: (360)293-7431 License#: STRANCIO2OCC General Information: Fees: Basement Square Footage 1538 Plan Review Deposit 100.00 Lot Area 8260 Building Permit Fee 2,634.55 2nd Floor Square Footage 1792 Plan Review Fee 1,612.46 Garage Square Footage 683 Mechanical Permit Fees 132.55 Deck Square Footage 432 Plumbing Permit Fee 132.00 Building Valuation 392960 State Building Code Fee 4.50 # Forced Air Furnace<=1,000 1 Sewer Inspection Fee 50.00 #of Heat Pumps 1 Storm Drain GFC-Residential 1,301.75 #of Bathtubs 1 Sewer GFC-Residential 7,622.00 #of Clothes Dryers 1 Park Impact Fee 615.00 #of Clothes Washers 1 Traffic Impact Fee 900.00 #of Dishwashers 1 Total Calculated: 15,104.81 #of Gas Fireplace 1 Deposits/Receipts: 100.00 #of Gas Piping 1 #of Gas Water Heaters 1 Total Due: 15,004.81 #of Water Piping 1 #of Hose Bibbs 2 -„ ,-- #of Kitchen Sinks 1 'a' IA #of Lavatories 4 .. N. #of Range Hoods 1 r" ID #of Showers 1 m `•- #of Slop Sinks 1 ro #of Ventilation Fans 5 R f,! #of Water Closets 3 ••'0 .Q •'4 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. ' ` '-'4 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL 12 PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN 05' 'i=` 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. .• + , ' A— V\n,tc,h0A-e, Gr-c(0 SI TURE OF OWNER OR A HORIZED AGENT ISSUED BY 03/01/2014 01:40 888523900E PAGE 01/01 Brian.and Marla Spriggs 1905 Bradley Drive Anacortes, WA 98221 March 3,2014 Paul Ingalls Jim Baldwin City of Anacortes Dear Jim or Paul, The final landscaping including plants and trees at our new home located at 1905 Bradley Drive,Anacortes will be complete by no later than May 1, 2014.However,the tremendous amount of large rock work for the retaining walls is completed. The only thing left is to add some shrubs/trees to make it look nice and a gravel walkway between the homes. We are coordinating with our two neighbors on both sides to make sure we put in what they want also.The neighbor on the south said we can do what we want but he is older so we have to make sure what we do is safe for him. The neighbor on the north is coordinating updating her landscape to work with ours. We are fortunate in having some great neighbors and just need a little time to work with them on the final project. Based on our commitment, we'd like to gain certificate of occupancy prior to adding the final landscaping. Please issue to our contractor, Strandberg Construction, Inc. upon final inspection. Thank you and please call with any questions regarding this or concerns you may have. Sincerely, Brian and Marla Spriggs 602-616-26389 dr . }' • - ' ' - . , . . . no_ 1-- ublic WOrks-- Engineering and Development Services - - • . Residential Inspection _,i Address: kcio,5 ?zinc4tet,4 Date _: , t.l.....L1 Owner: 3 ,,,,,,ifiti 44,e_icie _ Contractor: `. -k-tz,v"1-4.,i) -rk"t - Inspected by: -77‘"oowt:b Am ,Nis4Lii)....,tv., - 1. Water Meter Box . la''''''' ''' - - firm and level to finished grade or backside of sidewalk elevation. p Lid and box undamaged. . ' Water meter and customer shutoff installed. , . O No debris. O > ).k.A.i,, c.,L.A..7: - • . Er—Accessible—no landscape obstruction. . . . O Driveway installation has drive-over box and lid. - R----Customer gate valve intact. - K3----No leaks at connections. • - 2. Curb and Gutter .------ - • cracks, damage, graffiti,footprints, finishing blemishes, or other objectionable P4'rrtrks. 4-"‘All • If road frontage improvements:. - . . 0 Expansion joints every 15 feet and at driveways. DI Concrete has broom finish_ ii -No low,spot at curb line, especially at driveway cut. Maximum grade change in 1—I 20 feet is%inch. - - 44 3. Sidewalk 1.--1 No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable - 1-1 marks. O ADA compliant—1 percent slope to curb. . If road frontage improvements: . 111 Expansion joints every 15.feet and at driveways. - CI Concrete has broom finish - - 4. Driveway Approaches cracks,damage,graffiti, footprints, finishing blemishes, or other objectionable marks_ \ , O ADA compliant. kcc.. ' ..., . .- 0 - _ _ -• f3)yl: Streets - _ . . • . ❑ No.cracks,blemishes. . - . . - If road or alley improvements: . " - - . " ❑ • Received proctor and sieve analysis of ballast, crushed rock, and asphalt. - ❑ Received passing materials testing reports for sub-grade,.ballast, crushed rock;and asphalt. • _ - - " . - . . • ❑ Received tonnage tickets consistent with required thickness.per approved.- • plans. :, . 6. Sanitary Sewer - . nspection card signed off and/or verified in Building Department database. tO - ( s-built record filed in the address file. . - crew cap(s).installed on clean-out(s). - • . - •• U....-ere-an-out(s)set at finished grade.. -- •"V . - - 7. Storm Drainage - t°�.. 5 - [4�'In ction.card signed off-and/or verified in Building Department database. As-built record filed in address file. . . Not blocked or diverted to adjacent parcel. . . NI08. Public_Utilities Out of Traveled Way ❑ Concrete collars around.City utilities. • . . - ' - ❑ Final grading ok. . . - ❑ Restored to prior condition or better. " • 9. Landscape: •' 1 �a�. r �t"•tl 1 4 . ❑ Bonded for completion at later date. _ ' Verified against approved landscape plan: - - ❑ Installation. . V - ❑ 'Type and quantity of plants. - - ❑ Sod or seed in place. . . - V - - " ❑. Root barrier(receipt filed). - V 10.Erosion Control Measures - 6 BMPs removed. ' ❑ All debris removed. Site dean. . i Y 1 P L ,, vi L. L.tAl t . - 111 Permanent vegetation established.. ,`". c= w„,R,L. _-c . : . . . . . . . . , IA I, I 45. 5 - .5 t — A 5 4 5 1 e f' ' ..• 1' 6' . „ . . 1 , . , . . . , • .„ -, .. . . ,• , ,_ , , , . . . , { i . i . . . .. , . . 1 , . . . . . .. , .. _. . . . 1 a 0 /..33 !0 'g 9'$) 1 . . . ;....' , . , i , [ 11, .. • .. , , • 1 , c,..5-2-1,11)Wi6iS646- CL4=K N I , . , 1 . . , . . . , E . 1 „ 3 „ . , . . , . . . .. , ‹-------- , .. .. .. . .. , . . .3. .i..., , . . .... . .. . 07,0 „ .2,"C __;:j-7 -7.: a'-' .„-,2' o/4 ',. „ .. . , „ , , , , 1 , - : .. , . - . . , . . . :. . . . , .. . , .: . . . , . . . „.. . , 1 . . i . . . , . .. , . , . , .,py,4.- .. . :, . . 1 . . . . . 1 . . , .: . . . . , . : . . : . . : . : . , . t :3 . . . . . , . . : . . 3 . .. 3 . . . , . . , 3 t , . : . . ,I . 3 . . . . . . . . 3, . . . . , . . . : . . . . . , . ,. . , . „ t . „ . . . . . . . . , .. . , , . . .„ .. . ., . , . . . . . . , . . . t ,. . . . . ,.. . .,. „ . ! . . . . , , . . . . , , 1 f )..,'' . . . . . , . . . ,. , '.. i 5 5 : . : . . , . 5 . . . 4 4151 II , A . :. : . . 1 I ; . . . . t r 5 I I .,. • ' , : 5 1 . r 1 . 5 . . . . A A . . t . ' 5 I : . . . . . . . . . , 5 .. . A. . . . . . ; . I 5 . . : ' . . .. ., , : .. . . . ..: ; . . ,,,, ,e , , , • , . . . : . • , , ,.,....... ... „. „ . ,. .. ., : . . : t . , ,.• •t . . . . , : •., , : . . . . . . , . . . . , . . . :„ . 1 I . . . :. .. 1 . . . 4 . . . t ' 7 , . , 1 . 5 . , 5 1 ; 1 I- I 4 - jog ,- •-„, - % • . f, • i , . • _- ,_ _, ,_,,, I... 4. .:. - .: .. cx,-..—t --,--- --,. :: . , . . . , - A . . .. : 1 :• ; .. : . . ' . . . A : I ii 4 —.A:4 I .• T- .. , . .' . , . -,..... _. , .. ., . . / . , , , , , '. -,• ', , ' , 1 . . ., .. ! . . ..• . i . , . : . .. . . . . . : .. . .„ .• . ,- ' . . ' . . _ . . . . . .. . . , . . . . , . , . . . . . .: . . : . . , . . . . . . . f. 11,...,;f I ! _ 1 MAR-07-2014 15:05 Strandberg Construction 360 299 8660 P.001/001 fill ¢= F. v I !J A jr) / 9 1 0 --C- ,fi) k R---,0 t ,E7 ,19 )0 P 11 E 1-- \o 0? Ci.3 as 2'F argfiNIA8Z4C7 sZ DITE Cx-_:,--r, ' c:20/-3 <-7— N ,,,,_ #I 6146e14A • S E Q;lf k , ©t.cT lef C' ____ 6 i t d/ 4. iI� I All eWel' �5 TOO �'g �' I N ° 111 e( I\ ae- LePLC AmEi '4 ;rrR. t TOTAL P.001 .. �> �.g .,.'. m .•„ „'ss z,r 4}.» 2s, `� e r `7at:• �ti�;a r"-em s -, �•r , :�a`: -; s. �ty,,n ';��`- »rsst. .> ', ' .,,.. >x �t ,r`=i ti: Sy . ,r::; „ 3 Y )t 3 ySy S.; ts:"5 ,t � - r "}3s_ rz§ 97,- s'3'?'„ ', „�sler z.. r i< t4 = ,;z �. '', , "ev y, r y r • ,g{ ,-t,' 'bs fr4t.e, th i S . ' kt`tz'•. 7. ?> s t :st#tzt' •`.z> at. ' "�k"` 0, �:>r, '•4 �3 S. t; sytsl .k. c' s t "' : R-;`fie` �•..., �-. I. 4ss"' r« , - :yy ''' % { « dry rxi'�Ir f �� 1� Ft �s•�»'kF`n: t, f '•ns . ,yr. 3 E, v."� M �..,•:., � r Sh s xwrri klxi s r ` tf. . 3 p,sus�ir}�s isFfr T o �- 3 � ,, :"mr r�, ads .., s �¢r�ts s rr�t�ara� 35�A tYs,lrmv s fr 1n✓'1�3` �` °�^�rz>tmm srr,;.,, �ry�? ,�`# ,� --�.^.,,.----, �^,�d?•s».r,fi,i», ,,,a..�a";'Hl'•,�, ,,, b3„3'tn,mZ INSTALLED INSULATION CERTIFICATE P.O Box 2921 3F> 1... Office: (360).424-5179 Mt. Vernon WA � Fax: . (360) 428 5081 R _ f i « _ fS"y F fi I „a Kamm nistnumeN & SHIMMER LLG We certify that the following residence has been insulated with the following materials: Flat Ceiling Blow VALUE R-49 Flat Ceiling Batts VALUE R— 38 Exterior Walls Batts . VALUE R—21 Between Floor VALUE R—30 Certify Address: 1905 Bradley Dr Anacortesb S e r t,0- LOza A-0- Y 9 Date Installed December 2013 Title Manager HERRIGSTAD ENGINEERING & SURVEYING Civil Engineering&Surveying 4320 Whistle Lake Road Dale Herrigstad,P.E.,P.L.S. Anacortes,WA 98221 (360)299-8804 September 24, 2013 Job #2013-27 Don Measamer Senior Plans Examiner • City of Anacortes PO Box 547 Anacortes, WA 98221 , Subject: 1905 Bradley Foundation Layout survey for Sprig House This letter is to inform the building department that I staked out the foundation of the above reference house site after excavation and prior to concrete foundation pour on September 24, 2013, based on Skyline Division No. 3 Plat monumentation and Lot 34 property lines. House setbacks are as shown on the attached site plan. If you have any questions or need more information please let me know. Sincerely, „, _ 4 .. _ _ -N,,, Dale Herrigstad P.E., P.L.S. dale@herrigstad.com • - - - - a FOUND PROPERTY CORNER REBAR AND CAP \ ELEV,=149.24' v� o ST \ OI f 2 \ , A 7 dQ \ t' a\- - 10,84' d �L \\ 0 ,§) '-\,-\\ 1a34' CP p � 20,94' 32,06' 11' 11Q 7d 20,00' � \\ 8,47' N. p N '►�E"� 151,5 TELEPHONE \ (5\ >- Q „ANT HIGH HIGH POINT PEDISTAL WC _�' �', =��I`j % O� ELEV,=OINT ' \ --P 33,71' ' i` 5u 5 oG6�� LII 3 /- \ c \ �'' 0FENCE 15 : 5 B R A I L E Y : RIVE FOUND PROPERTY \ CORNER REBAR AND CAP AUG-12-2013 09:40 Strandberg Construction 360 299 8660 P.001 . . • • • WRINCTSTAA, .INGINWRNg'14 RIRYEXlsr.9 clttistkiorifit*Sugogtiot 024 Nfristktake.Road. nit10 IUMIrgad,P-11,,PIA: 024/104 • Apil MI J oh'001S-21 PE04:q4.#4.0t on* Evsnirief ity tif ArPettIO 1701(074.1-47 • Anatoitat.W4-482211 • g.G.:DOM StinigS 1P.OS*01W 144.t ArrAP1.610#04,410. NOW.1WO43anrtfi • kft`: Pl1tE4 110--Okect TrAc to toSik thcc.WKAINatk.MTV1111A gil(Pc.trter.cac4to.t.v4sin yottrtiy p fl. Ltobo.wtroaidatit i seatsstroiritteialerEsticier I ratie.timilsitte;d4 twortaliy:sarvf.y frlg Artricolet an fhgNiutt figOttfiLS figt gribft 1Qt blisgirmlingat(lit • .13F0PetlY $2,andl1iirgi.vips4hea.sf hp a alop:oprapptoilfoatelY ihoP.03134at.a nçeOW:0%0r :£ na Beath RpxL A 41.4..p.0109pf;.1,4.01114 ended 4.7A- a..pergnidfc.iikt:cto r)rnrtt to:tbe 20Atocavitigsizod. 3i,144,1*144'liotigtri,gsr tqp3•.AditielitSbilatittikla at• • th#9**-1.tv4•414 Pire4tif even.grgg*:#404e kai*ap.#1 cititaivi#A0t3 lot tpoo, • soirkw.o *tth7tQ010.10fligg aihe tgittOtaltid AntiAttlh4 top:To 4104,4*.ikh#9 SAT*. maY COktILLIPASPitellf0C.A•naiiq Otgatiung4h 174qFP.1101crtkalr::r41 .014V.MenivA• MOO fitm Bratilby, • Iraivaiaq qiienteitt.ciente*m.dtOinfornia4o.b..Aiteietrrit.inuty, Sirreetliy, . . . . ditiefitiegrigstad.com • 4) 0i) 15 • • . . : • 41: • AUG-12-2013 09:40 Strandberg Construction 360 299 8660 P.002 Municode Page 1 of 1 15.20,070-Limited access. No driveway access is permitted onto Anaco Beach Road where driveway access can be constructed on property owned by the applicant to a local access street. Oaf..2463§I pars, 1998:Old 2281, 1993) • • • hnpl/librairy.municode_cote/ppriut.aspx?h=ltclient1D-16143&I '1M tequest-http%3a%2W02flibrar... 4/9/2013 t 1 , \ „_Z....7- MAD PRCPERTY -0, ,-- ,, CORWR REAR 4N-i 6 r. ort-C4PV --- 1 - 149.60 ,.: ---- 1 rt \ n VOOD , ..?...,44 0.•V. tr ..,, ST : 66° \ GRAVELi151° -- ' BOPDEQ til-- .p. ‘:::, •t, \E \I koz) oastiNG FAIR IR T.-- HYDRANT TOPE-N\rc_1\ - EDGE -73 Nur ROCK ' co _.v...._ELEVATIONz124.1:\ \ PILE 9. 1 \ .. ., 1Cit \alt_skix ,,, ‘ ,.. . I tr ,, SPEED \--- \ LIMIT ski.; CI r , 7 ti 11 \ C3 ....<. \ \t71 41:' 4t *1. rGLEPuortE ' , G.) AzIgplp 4110i POINT Pri)13741- ' 4,11N illti \kCj O SANITARY SEVER tis.N.710.1; "1".rir" 11 ' ELEV...151.50' ' LCATION TX E 73 11,10 VATER \ HETCRS , 69.56'3 A1%. LOT 34 V .... Ext... \ :POCKVALL A KAILDOXE 1905 BRADLE Y DRI"E ..,„„,„),„),„,;„),), ,, / in \ Lout pRopoirry , Lamm REA4R 4. ......, :,. Hcp,„ t CAP ‘ 4. -"\ ?-- r. .4 , \ GRAPE-ITC SCALE , - z A ...,,,.. ! „...,..:- 1 1r ii ...i.:.. Dry :.,.„. 4 4 NW iN li. 5::::,..... 1:i - . iii _ . , ...•4' 2,,, - ..,p,27807 0 4:". , z; `7.5' G'/STERE •:.-- 1. 15 0 /5 30 60 , ..-. - - ss; . 4QL ,.. ..... i:?-'etratoirom:::::taL trit:r:Attreta t°1- 1 \ , it ,•• 1 it2ch ,--- 30 ft. fiRRii7CS7:4.0 ENCINERRIATC & suleveroc 9,.?..a0413 4320 Timm Lux ROAD 05 BRADLEY TOPOGRAPHY SURVEY DA TE ANAconms IrA 98221 19 299-8804 TOPOGRAPHY SURVEY FOR BRI4N SRIGGS 4-2-2013 SCAL : NOT 1TY O 4Anacortes Planning&Community Development Dept. '" Permit Center 4 P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 '100 JO Ryan Larson,Director • Don Measamer,Building Official FAX(360)293-1938 August 1, 2013 Nels Strandberg PO Box 319 Anacortes, WA 98221 RE: Plan review notes for the proposed home at 1905 Bradley Drive. Dear Nels, Please address the following issues so we can complete the plan review: a 44. There is restricted driveway access to Anaco Beach road. Please access from Bradley Drive or show why it is not feasible. f: v 2. Provide a copy of the boundary survey. 04 3. Indicate required setbacks on the site plan. 4. Obtain Skyline Architectural Committee approval. 5. Show storm and sewer pipe from house to stubs on site plan. 0,-6. The site plan notes a retaining wall referring to detail on non-existing page SD4 72,,c) 4,-7. . There are 2 pages of engineered foundation details with no references to them on the foundation plan page. , v 8. Show stair riser height and tread depth. • e, 9. Show deck to house connection details. 10. Indicate deck rail height. Sincerely, Paul Ingalls Building Inspector City of Anacortes i — o \ a z � EXISTING _ U, f3, = Q0 E \ _, GRADE c f, \, z Q 4„ QUARRY c � D co SPALLS �; ' 1m \ c m T '\ cl �� \ 7 4" PERF. DRAIN y FOUND PROPERTY— r �\ 2 TO 4 MAN ROCK CORNER REBAR AND CAP:LFV.=149 ' `s�, scl \ DRAIN ROCK \ U) { i ,‘r^ ' (.9 \ .� BORDER �,,..r t4 'SI.GPED DRIVELil}AY ; 1 .�;';r, GO \ ..,- - I.- -»^^�� i caAwa,ci�etsmuCltett° . t^• ..�''"} SCALE: 3/4" t'-0" ip ,,np" W ` 9 �d ti„3 } t 1 ENIRANCEI Y R✓ 1 G "°K. J ,.� \ t. r t /- ,- -may . ) s m t— \' :c- fir 4y..�y "�+ " \1 O O 8 ic STAIR t �_'`T. \ ? Y ' \ °' EXISTING ct ♦f is� -' rwF , \ FIRE . ""1 HYDRANT �i \ �E�, DR., AY \ TOP NIT q cry A l } N r Win- "O;, Er. LE\ATION=124, 8 "_Rhtk .1 LEVEL YARD t \ }t ✓'` ®r } rrAu fat° L � Ili � , aa , } r ..--SPEED\ \ �EAqXISTt,t1 ii'7k ii > �,,,,.-�. LT IT i'1 A T L D LJ X ♦ \ V0 \ } GARAGE. = YARD GN 1 ' \ *f ...- \ 7 \ S. AREA } - SIDENCE � -} ,,,,,.... Amxm�CwAu.", \„ ;n } } ‘111, r EXISTING!REFS \-\ \ REVISIONS: \''''.\----\\\ \ k \\ %, /q� \\\ , } \ \\,...---:)._ A t.,�`' n"•. IT( A W MEWED TELEPHONE e PEDISTAL JOB NO.: NOTE: ISSUE: PERCOA TREE ORDINANCE ONE \ DATE: E PER 1.000 5.F. OF LOT WJ BTEMAP i BE ADDED PER TREE LEGEN BELOW. \ A 4 IF THERE IS EXISTING TREES YOU ,.. IF WILL GET CREDIT FOR THOSE. FILENAME: `p \wIli►� s Vii L a � i f IrREE LEGEND \ GROSS SQUARE FOOTAGEPh WATER ` st. , 0. ✓ HEATED_FLOOR AREA i * E RS \ *% ki S + 5 \ MAIN FLOOR 1,792 SFfill \� *114 RDci(vaLL UPPER FLOOR 1,538 SF 11111iik EXIS ,�v, DECIDUOUS TREE \ TOTAL 3,330 SF I} --"""' MAILBOX + FOUND (Agiiih I UNHEATED FLOOR AREA m '� t...3VN1,` PROPERTY �fef«wks� \ \ CORNER R I A R t". Each tnro el eg be heathy.tad aid awfully panted GARAGE 683 SF EN y y \ LOWER LEVEL UNFIN. AREA 228 SF k \ a AND CAP 2. tope01'°r Imq.r ho1.e In Wed.o minimumy i n.a aedduoue°"Wee haw a minimum of tin `\ LOT COVERAGE CALC. 141 , hoh Wyer NNh efi,htltes of pound o!Ibne of pontmg.A Soon rv.,,h. wWrsn(auiforaw)tr. here a 4. Too"'i'met of aid,d feet ot of o of panting. panda anon h ae°ma of ce,ut«due andTOTAL BUIIDINGvFAREA INCLUDES HOUSE, AND GARAGE \ dedduose trees. At-a mhhwm,thirty percent of the ,�w»gpnteatndi M conifawe \ FOOTPRINT, COVERED AREAS, and DECKS HIGHER l (: .,::. «,try.. °,,r a ro mroy pot.nthn).°nl,adtny moneawtw..,the total ' ., t , numbei ar my ha Na,W or ent tres , THAN 18° FROM FINISHED GRADE. N \ f"+'�" �* I .b^..,.< ganKd eI di net mewed'thkty Percent at fh.wm. SCALE: 1"., 1U•_G" *Ode,or tent tot 0.same son.of a. F Awn"rod mop°(Ater maven)end seder made \ LOT COVERAGE CALCULATIONS SHEET NO.: (Atir woodmen)ore two different epodes,but they ' an;the sane yaams.Aaer(maps), stony pests.add TOTAL BUILDING AREA (SF) 2,977 SF \ not.1.611wen bete•and mq,M a•awe retools,but , °wee tnet teed an mopes probot ty oil not attack \ LOT AREA (SF) 8641 SF S. Who.Omood.or,rrequred Now shoda prodanina,ny be LOT AREA (ACRES) .2 AC \ saeetsa;ham tiro putt tree ep.oM rtes oily gamhg agsarta;M;t wle mahtah a net of natice true egactse. OF \ LOT COVERAGE 34% SHT ' i _ e • ® GENERAL NOTES N1 ® I. AU.mason ME TO FACE OF STUD UNLESS NOTED OTHERWISE �z -g _ 2. SEE SHEET S1.T,FOUNDATION PLAN FEB AO/MCRAE MRMIMG NOTES ` CT.' ` (; o �. I 3. ALL SM EXTERIOR WALLS ARE 2x6-16'O.C. OS,UNLESS NOTED OTHERWISE. -.. [' I -� 4. ALL RIERIOR WALLS ARE 2x4-16'0.C.STUDS U LESS NOTED OTHERWISE. LL 0°' I C I -- 5. PROVIDE BACKING N ALL BATHROOMS FOR TOWEL BARS TOILET PAPER OSPDRSERS, 0 1 MEDICINE E CABINETS,ETC. COORDINATE WM OWNER FEB LOCATIONS C 6. FIREPLACE TO BE SUPPLIED WM OUTSIDE COMBUSTION AR DUCT AT LEAST 6 SO.N. C)Uo; 3 ai I AND PROVIDE MADLY OPERABLE DAMPER. INSTALL GAS FIREPLACES WIN CLEARANCES � U y AND CGAaBUSTTCN MR PER MANUFACTURERS RECOMMENDATIONS AND BY CODE. m , 7. 12-ifi'wOFIDERBOARD or EQUAL TILE BACKER O 100 SURROUND. 0 3 I g.v ria u iT TY 00..02 I i _ I FLOOR PLAN KEY REFERENCE NOTES U Q \ 1ION 111S - 1. PROVIDE FULL HEIGHT 1-HOUR FIRE SEPARATION CLOSURE WALL USE 5/8'TYPE LC GYP. Riles i5 - BD. FROM MUDSELTO BOTTOM Of FLOOR JOISTS ABOVE USE 5/8"TYPE tit'GYPSUM BOARD. d 7 CH AIL.GRACE WA11S,CEILINGS,BEAMS AND COLUMNS TEXTURETYP.TAPE&TEXT PROVIDE - 2 LAYERS 5/8-TYPE'X"GYP.M.CN A.WALLS MD(BUNG UNDER STARS W1110101 11 2. USE 5/8'TYPE 7P GYP.BD.AT AU.EXTERIOR AND INTERIOR WALLS AS NOTED.USE •• " KDUROROCK OR 0ONDEA60MD CEIEIMLOUS BACKER BOARD WERE TOE IS TO BE APPLIED TO WALLS. INSTALL PER LATEST EDINON OF*TILE COUNCIL OF AMLTDCA' CM HANDBOOK,DEEMS W244&8412 INCI.IIDING ALL MS REFERENCES O 3. TLE SHOWER ENCLOSURE TOE TO BE SELECTED BY OMER.WALLS SHALL HAVE A CIIII) AR SMOOTH.HD.NONABSORBANT SURFACE TO A HEECHT OF NOT LESS MAN 70 INCITES t ABODE THE ORAN INLET,o/CEMENIIIO0S MATERIAL. (DO NOT USE GYPSUM _ • BOARD UNDER TILE). SHOWER HEAD A CONTROL SELECTED BY OWNER.VERIFY SHOWER READ HT.WI OWNER. NIA.STALL SEE 1024 SQ.IN.&STALL ENCOMPASS A 30.OIA-OROE- 4. 22 x 30•MIN.ATTIC ACCESS TO BE ACCESSIBLE M UNOBSTRUCTED HEADROOM. FRAME _ -, ® OUT MESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2'PLYWOOD. ACCESS CODER INGARAGES TO BE HINGED A91 SHALL BE WEATHER-STRIPPED ,PED OR SEALED TIGHT. r�-q 5.NV STAR HANDRAIL 36'ABOVE STAID ROMIG.INTERMEDIATE RAIL SPACING SHALL (1`�f NOT ALLOW A 4'DIAMETER SPHERE TO PASS THROUGH PER Mt.SECTION 312.2. 1.:! • 6- GUARDRAIL 36'ABOVE FIN.FIR. INTERNETXATE RAC.SPACING SHALL NOT ALLOW A 4'DIAMETER SPHERE TO PASS THROUGH PER I.R.C.SECTION 312.2 <Fq . 7. PRE-MANUFACTURED,ZERO CLEARANCE.GAS FIREPLACE.CONSULT MN OWNER PER TOM b••/ 1 CYAC - PACKAGE CONTRACTOR SHALL ASQBdF AL OPTIONS. REFER TO MANUFACTURER'S SPECS py FOR MILOMUM FLEOIIREMEN75 OF NON-CCMBUSTAWE SURROUND A HEARTH MATERIAL t3., i WALL I 8. 1DILMS N WOON QUICK ACTING VALVES ARE INSTALLED, i SHEAR WALL SCHEDULE SHNL NGPRO m W LOE LDS TO ABSOfN IRM PRESS)ES R6ULTIAR FRO,TIE fl • \ \ \ a PIPE LESS WAN f2 CO , N; 0A`03311 NE 4N MEEK N..0.1051QUICK CLOSING OF LIES£VALVES. DRAIN WET,$o TRAPPING,SHALL BE STRAPPED WITHIN TIPPER 1/3 , :......___._, ..,.....i..... ;;_:�'_'..,,..:'.;, .... AND LOWER i TO PREHEAT OVERTURNING IN AN EARTHQUAKE L•- �,{' i -T, i ¢ O-DTI SINCE 1093 -a 0 6'0A.-PFL EDGES 1,8ap re 4,I-4<.<:.`�. i---__...----- li ":^.Y' OR sIM7Ci p O58 pC 0 it U.FE1D 9. FAD.ON.18'IOOI PLATFORM.TOP OF PLATFORM TO BE 1-1/8'T F 0 PLYNYOCO.E)Q'C>SE'D O a I 1^-^--^^ ."- ?Ci m-X ONE FACE N e a•as PNL Eons 2,ysp FARE AND 90E5 TO HAVE i LATER 5/8"TYPE`X'GYP.BD. NO FURNACE SHALL BE r4 _ .: I O MSTAUED IN ANY CONFINED SPACE WM ACCESS CM.Y THROUGH A BEDROOM.BATHROOM, Q Lx1 ..I INL.i111 ......._ R"""'"'"1..�,...., I a.. I ` CR S10.211 OM ad 0 Ir as FED OR CLOSET. PROVIDE AT LEAST 30'OF WORKING SPACE IN FRONT OF FURNACE.CONTROL = m F-- . 21 O O R T II am -ad IX O•T 02 FRO RC EDGES 2 2 70 f 0.PROMOE DRYER VALVES&WA SAT WASHER. GGIAUST DUCTS SHALL.NOT TO E218001t. PROVIDE RECESSED T&COLD EXCEEI A TOTAL M 0 , 'L E 1 113 1 I.."+ UN FACE ad 0 r as PM.WIGS 23.4,0.E HORIZONTAL BEu AND VERTICAL LENGTH OF 25 FEET. THE MAMMUM LENGTH OF THE DUCT 0 r O 0 -- 1 ® p(5E 84 O Ir as FEU SHALL 040. A 125 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90- I- GA Q IV-2" / 3'-if' ', 3' DP�eTR - I - �' DECREE BETA. A WHNUM 4-INCH DIAMETER EXHAUST DUCT Cf SMOOTHBORE, VI .0 Z �, UNFIMSHED ..n. O Mir m-x TIM FACES ad 0 4'aG NIL EGGS 224.85 NONCOMBUSTIBLE MATERIALS REQUIRED NTH BACK-DRAFT DOPER. Q 0 ' ( A STORAGE OR SMOOT R OR ad♦1r 04.MD U yyy qqq v'.-3'c.Hs. 11.MECHANICAL CHASE s� CO; - -- ( } sues Rt m-x IRO FACE ad 0 S 0.a FNL EWES 234Ap co v L• V ©O R SMOOT I OTR ad O Ir as FOOD 12-SETT-Ci09NG,M,7Nr FRTIING -WOOD DOOR 3 3/8'MNM DOOR w/LAB4ED F1RE- ,.4.3.j4,,•.o-..>,.w..ra,,;,. ..".a N 3SSa <.,z,. g \ ` SHEAR `V'A T S � R STOPS o BOTH S ES 8 ACROSS THE GA9GET sEK W1EtiE THE . LEDGE Z • LQ _,_- I T ._S` va-�n. �."'i n 13.TYPICAL TOILET-MAX 1b GAL/FLUSH -o 'E � t i o L ILL 0000<R WALLS 10 BE TIE 0 MO. CLOSET *MR a 14.WASHER r..'...=a"�. N Ate V i N 2 BLOIX AL W&FOGS I 1 . A \ 3. PROW XO4NA.34 memo N MUM PART.EDGES 15.CABINETRY-OWNER/CONTRACTOR M DERBY Elf t I 1N,4(.IC I 3 • 2516° z4x6° ._ ..._..__... zex6e ..... ..-. ._ ..... .. _.. KCMG EDGE NAM. 16.SHELF AND POLE CLOSET I 5'-IO 1/Y I 6'_9• J. ,i 3'_r I 4'-5 1/2' I 19'-6• c 4. PRIME lz AL a' 17.SHELVING C 'Y T �{" ,t" ,P s OFFSET NE 1 EDGES. i Y-0'::.11. t /" t 6. PRINCE Ai dla.ANCHOR mos at 46'as Itt kArrr PL. 18.IN DETECTOR. EVERY M ILING UNIT MALL HAVE A SMOKE DETECTOR LOCATED _ "' ----Is-- Trate& IN WY BECROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR CR AREA ( • + ~""`j ,g N 7. PROYOE sr da.ANCHOR BOLTS at 24'02 w/rarxf It GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION.REQUIRED -� ;,:,R, ..._,__..__ } (2)246"PO "' SIDLE DETECTORS SHALL RECEIVE THEIR PRIMARY P00400 FROM THE BUILDING WRING ' 3°46° .. �,...... . G-. . " MICR BO)X r ea W/MA.T.Y PL AND SHALL BE EQUIPPED WITH A BATEERY BACKUP. A PRONOE 12'da. at i _ • WASHERS. �' } �' ' 4. NE SPACE0 NOT WOE NM 1C as 19.EGRESS WN0005 SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 ' '" N CLOSET • , STORAGE W4484• O= :3OLDO.Ek 1 ''SCHEDULE 2244"HIGH. SU.HEIGHT NA'WKN 44'OFFARE FEET IAN. MINIMUM NET CLEAR C FL SECTION TO BE 20'WIDE AND C o SF 3°x8° CABINET w/' To 20.MECHANICAL FAN. BATHROOO.LAUNDRY ROOMS AID THE UKE SHAM BE PROVIDED WITH w .-""3 ~'+ Y-"_i 3 2 DOORS IEOGE s '�v O TERMMAIE CLOSER L 3 FEET TO MY OPERABLE Wtm01W OR OPENING INTO THE�T A a- REVISIONS: \- BUILDING MINOLUM OUCT SIZE IS 4 MOVIES. DRYER,KITCHEN,AND BATH FANS TO BE C _m _I �""' "'" '" I 2 SEPERATIIY DENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR {...._. t ' \ I ' O 1=4003 FRAMING INSPECTION. EXHAUST EMS 10 BE CONSTRUCTED OF SMOOTHBORE,i I " OFFICE i NCNCOLIDUSi1Bk.E MATERIALS AP MEWING 6 FEET N 1 1 O i s~'^-:?`a.Ht LENGTH MAY 8E USED IN CONNECTION�wITH DOMESTIC DRYER Eb1A1ST. �w-�� O< ¢'^gt" O LOUS-mS26 W/SS1B24 h(2)9i SiLAB - - --- - L---- - --- - A I a-vW e.h.I „„^ - I „" 21.METAL DUCTS SHALL NOT BE INSTALLED WI1MN 4 OF ME GROUND. WREN METAL DUCTS :W T`_..... ARE INSTALLED IN OR UNDER CONCR SLABS,THEY SHALL BE ENCASED IN AT LEAST Y --.1 2rx21'x3Y O 0/C CONq;EIE -- - -- - - a---% a .• ,." BA0R<OF I 22 FLOOR SURFACE Ill GARALE/CARPCRT TO BE NONCOMBUSTIBLE OR ASPHALTIC. •�NO.: 0 --- - I �._..._.€ DRAWERS t -' ISSUE: 4�I 23. ,WALKWAY,STEPS AND LANDINGS SHALL NOT BE POURED AGAINST DATE: �LEi10E T.._.. L BUNT IN DESK 1CP17 HOUSE - W/ORE DRAWER I �\ 24.NHOUOCK IM R wTH Ai ZONE RATING OF-5 OR LESS AUTOMATICALL HAVE A MANUAL CONTROL AND CONMO,91C11 AS t •`,��. BFJAW And(ENTERED / ' _ i 25.ODORS. WHERE OUTDOOR AIR SUPPLIES ARE SEPERATED FROM-EXHAUST POINTS BY DOORS FILENAME: ill! \ '1. R',-.:: z: „c.a+ -,R. •'c s+rzs snrrr,..amr-:'I - ...++•., -:,r-n. a,. F r\ \ \ _ ____ -_- _ ___ - __ _ _UNDERCUTTING DOORS OR . I PROVI90N$STALL BE MADE TO INSURE AIR FLOW BY UNDER r. �i 2 84x4°9DR O 8°x4°MDR f 8°x4°EAR I O 8°x8°PAT.OR. O INSTALUTION OF CRIUFS BY 3/4'MRNIMUN.3 t ----i ®© 3 3 NW 0 © ©- Q - lilt 1 RAILING ? !1 k • ,...4_rift 4. . I / 6'-6. / 6'-6• 5'-6' / 5-9 1/2' / 6'-9 1/2• / 1-1' / 8'-TO' / 9'-4' " x = 0 +E > / i3'-2` IF,.1/2' / 13'-1)1/ / 1 z' / t-,-,1., p 56'-6' - • SHEET NO.: t t. LOWER LEVEL FLOOR PLAN - 1538 S.F. (NOT COUNTING UNFIN. GE) k ;n." _" SCALE: 1/4'. 1'-0' SHT OF • GENERAL NOTES :cf.:C---, Ni 1. ALL DI ENS OS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE, n IT ell2. SEE SOFT 51.1,FOUNDATION PLAN FOR ADDITIONAL FRMING NOTES (1�V o58,-0„ 3. ALL EO(1ERIOR WALLS ARE 2x6-16'0.0.STUDS,UNLESS NOTED OIFERWISE "0 ) / / 4. ALL NTEROR WALLS ARE 2x4-16'0.C.STUDS,UNLESS NOTED OT ERWISEIU{\1 °' 99T 4'-0' 14'-8' 10'-8" 4'-6' 1 24-0' J/ / ,r ,� 5, PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,ECRU PAPER IS'ENSE RS, a 3 +3'-3 1'-08" 3'-5' 3'-11' S-I1' S-5' I'-9 Y� 5-6 3/4' 3'-8 3/4' '-9 Y4' 16'-0' 8'-0' 6'-0' 8'-0' NEIMCkIE CAON TS,ETC. COORDB(ATE PATH OWt R-FOR LOCATIONSM/ ! / / / / / / / / / / / e' / j 6> FIREPLACE TO BE'SIPPLIEO WITH OUTSIDE COMBUSTION AR DUCT AT LEAST 6 SO.IN.AND PROVIDE READILY OPERAME DAMPER. INSTALL GAS FIREPLACES `30 141°WC o 1512°PIG o 1°xt°YIC O \ i M D COMBUSTION MR FACTURERS RE MEN DATI NS MID W17HO ANCES .. �+ j a \ . 1f=IT .' -"R� 7. 12-16'Wtit(DFR6QAR0«EQUAL 1RE BACKER a TUB SURROUND. '73E1 3 o I .. DOGGY DOOR TO BE _ NB'TALLED ON TF6S ":t,;S1(A .As COV5:u Z 2 :: © _._..1„",.,.,_._ GARA(E WAIL - ° _ I 5. FLOOR PLAN KEY REFERENCE NOTES I CZ rc Nt,i NOTED AS LiTF PLAN 1. PROVIDE RILL HEIGHT 1-HOUR FIRE SEPARATION CLOSURE WALL„ USE 5/8'TYPE GYP. i BD. FROM MUDSLLTO BOTTOM CIF FLOOR JOIS)S ABOVE USE 5/6 TYPE'X GYPSUM BOARD. oC : CN AU.GARAGE WALLS,C 08105.BEAMS AND CCIJJMN5',TIP.TAPE&TEXTURE ,,/,� F - ., 2. USE 5/MC TYPE IC GTP.130.AT ALL LDTERIOR AND f(IE60R WALLS AS NOTED.USE _c \ 'r 17 008080 K OR YWXMDt:ABOARD 0<UENTI110US DAC0(FR BOARD WiE€TOE IS TO BE <C(11) c.r APPLIED TO WADS, INSTALL PER LATEST EDITION OF'TOE CODICIL OF AMERICA' a .......__ y _ .__.r_._._:..... RE y HANDBOOK,DETAILS W244&B412>INCLUDE ALL AIMS REFERENCES. N , WALLS ALL HALE A 13 ry € i 3. SMOOTH:HARD NOUBSCRBMIT SURFACE 70 A EIGHT OF NOT LESS THAN 70 INCHES 1 • 2 C ABOVE TINE ORAN NLET,O/CEME 11110US MAMMAL. (OO NOT USE GYPSUM I 1 S1 IL?W.'dYAi.L"�^.CHFG..NI.w BOARD UNDER TILE). SHOWER WAD&CONTROL SEEtTD BY OYARER.VERIFY U ::C.1?. A t &I COMMON> (MARK .curl 19 A O PII(OINK IL•Hid) SIOSER HEAD HT.W/OWMER IAN.STALL SZE 1024 S:.N.do SHALL ENCOMPASS A • SCORN 1)73 '. [ 14 c0-x 0E FA(t 6A f 6'0.c ANL EDG S 1,2.0.1 4. 22"x 30'MN.ATIC ACCESS TO BE AOCESSIBLE WTH UNOBSTRUCTED HEADROOM. FRAME =; k 1 `.,.w,,.• o CR 51RUCT4 OM FM 012'0.2 END OUT ACES NODE 10 DEPTH OF INSULATION WITH NOT LESS THAN 1/2'PL`A000. ACCESS 4© - _- t ®TM'CD-%ONE FACE ad f 4'0A Eta EWES 2,3,&9 COVER-N GARAGES 10 BE RACED MD SHALL BE KATHER-STRIPPED OR��FS TIGHT. , .. ...[ .Q C SINUCF I MS to 012'O6 FATES 5. STAR HANDRAIL 36'ABOVE STAIR NOSING.NTERMEIOATE RM.S'AONG SHALL U I 1 ? NOT ALLOW A 4'DIAMETER SPHERE TO PASS THROUGH PER LTC.SECTION 312.2. / h o a$11010CT 10�cc 6dNet2 OC EDGES^237.9 6. GUARDRAIL 36"ABOVE FIN.RR NTETI4EDIATE RAIL SPACING SHALL NOT 6.d 1 n n' n r/ n n n n n n n O 5-4 (-7 1/2' 8'_6� 5-6 1/2' le D%CAE FACE &M f Y Rc PM VICES t3t69 ALLOW A 4'DIAMETERS HERE TO PASS THROUGH PER LRC SECTION 312.2 f ES ® _�_6 4!=kk=W k 41=44=kk �6= / / o OR ST NCT 1051 /A 012'O>C.SEUI 7. PRE-MA UFACRIRED,ZERO OEARANCE GAS RREPGVCE.COMSAT NAM OWNER RR TRIM t.:.d MSS J. �" 4'-Cr -�- '�,.>_I°"'hl s i'h=It y *li i1=F1`'1 h'= I\ /1 / / T(j 01-%Two FACES 14!42 0.c PNL EDGES 23>4JL9 PAp(AGE CONTRACTOR SHAD.ASSUME ALL OPTIONS REFER TO MANUFACTURER'S SPECS per A ® © U U U U U U U U U U U © © I x I o F(XR MINIMUM REQUIREMENTS OF NON-006tBLLSTABLE SNRONO k FARTN MATFRUI. OR STRICT I OSI 6d•tY 0.c HElO a ALL BINDING WATER SUPPLY SYSTEMS IN YW1104 QUICK ACTING VALVES ARE INSTALLED, L.l.. 1 _ 'I' Q w I`/.--\''L _ O T{e CO-%Two FM7E R°113'0.C.eta EDGES 7.3.4g9 SOUL.BE FRONDED WtTH DEVICES TO ABSORB HIMM PRESSURES I ESULTING FROM THE t°AWIMGOO 1°x2°P. 4O1' °AWJ(G O O �. IR SRIUCT 10SB Id 01Y O.C.F1F1D QUICK 0.0SNG OF THESE VALVES. CRNN OUT,NO TRAPPING,END OF PIPE LESS THAN (Y (I) \ \ b,.1 9�., - \ ♦ va.,.�.r;>:a:v-. A.-. -'M r--; t� WALL2 FEET ABOVE GROUND POINTING DONTL TAN6(S SHALL BE STRAPPED MINN UPPER 1 3 0 2` \ \ \ i°zt°ARID __ I© ® 4 Q N ,,,HEAR NOTES AND LOWER 1/3 TO PREVENT OVERTURNING IN AN EARTHQUAKE / L- ¢� 1 i••:•:, ->c r'------1 ,." 1�� T, N r� O t. ALL coma mats TO BE TYPE IUL0. 9. F.A.U.ON=16'HIGH PLATFORM.TOP OF PLATE RM TO BE 1 1/8'T A G PLYWOOD.f70'OSED J ILI ` BUILT IN k Ic �. FACE AND TO HAVE 1 LAYER-5/8"_TYPE'X'GYP.BD. NO FURNACE SHALL BE n 9 o�. ► �' ' 2 AL c ALL PANEL s TES. W • �. DiiESS R R O s STORAGE, _, r STOYAGE 3. PRRECOVIDE MIR&x FRAM d AWING PANT.ED=s INSTALLED N ANY CONFINED SPACE_YOH ACCESS OILY THROUGH A BEDROOM,BATHROOM, OCe `E W a &LAUNDRY WALKt4`p ©1 �` SINE-YES Z�L 1 1 9F#U£S y 3r FE OR CLOSET. PROVIDE AT LEAST 30'QF WORKING SPACE IN FRONT OF R66(AfE. 1- HAMPER W/ CLOSET T I r„}' x • - •>- ,�.. 3g6a b� ,M �'bz \ \ S ORSLT PANEL EOM. IC.PRONTO pt1Et VENT TO EXRER FOR. FROVAE RECESSED HOT do CAD SMUTDFF CONTROL Z `w„ O ,� bi o 1 �. SHELVES MM. „ . >o ..„ _ 6. PROVE Jr dle.AMOR• BOLTS d 4Y 0.6'PEW.?PI VALVES&WASTE AT WASHER. EOIAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED M N) tr W _ ° ,C...;r -, I 7; ...__..__�-, 7 461581s. - xOI2DNTAL AND VERTICAL LENGTH 25 MUM LENGTH OF THE Q to ? P �. 2°x6 P C .. - ,-, _DRYER 7. PROVE LE'dim AGSM DOLTS d 24'O.C.0/S+3'x'it. I- co > IIISHALL BE REDUCED 2.5 FEET FOR EACH 45-DE 5 FEET FOR I ..._....,.. b "-i i OEG(tEE A NIWMUN 4-INCH DIAMETER EXHAUST DUCT OF SMOR 9010. (1U Z • .i W y 'a1u _ _ -- - - r( _ «b 1 �T t _^ a Aim.ANOWR sous d IY OR.w/v..r T"PL NOLp00.i9J$IgIE MATEPoAS REQUIRED W1N FMrCK-DRAFT DAMPER U q ' �I '\ - ^ r"' . 1 'I ro ® �__...� I ". WASHER iN'b' i A =OS SMIA.SE SPAOD NOT MWAE ULAN I6'O.C. T 1.MECHANICAL OHASE s BATH n .(,,i_.,. T _ I �,Ft. LH-\ U' I`• H 12.SELF-CLOSING,TIGHT FITTING Sp10-WOOD DOOR 1 3 THICK DOCK TV LABFILD FIRE- 1 \ \ . --- i .•I .. II'�,,,1 -_ __--= _ -- _ y-- -- -£....._ .�......_ I - -CA e.. PROTECTION RATING OF NOT LESS DWI 20 MINS P1HDYmE GASKET SEA.WHERE THE -^ 1 c - -,►, 24x54 SH,S.G. SH S. 9 ._-.- 'L" z�xiil PD O C.,r I. C 51 Fk-1.,1? O DOOR MEE15 7FI:STOPS O 807H SOES 8 AOi05S 1NE 7TOP > - - .aa...'�`"'"ti Os 6o a �" WEN my ®N' _.. -'r. ' pA1U7 IY 7 13.TLPICu T06ET- T 1b GN./FLUSU t b € ABV..r °• .. :.:} f R. j IC' I' ... 15.14.WASHER CAENNEiRY-OWNER i,,?• f S ,� 2 MSTCH6D3 /CONTRACTOR TO SERMFYIX in 1 T o P 0 Y t ✓/j = OASET ' , to O 16.SNELf NND i'OlE mpg s I + 1 w 2°x6° t 17.SHELVING a. ` 2°x6°•P .. 3 FnUS-505.5 0/SSTaz4 8(2) .SEES TB.MIME DETECTOR. EVERY DWEUING UNIT SHALL HAVE A SMOKE DETECTOR-LOCATED .pmr n r fr \ \ 3trv>,y�=F .--__ -... -._.-" 3°x8° 1°x6° q ,.._�„{,1N. fb;. - .. O INEVERY BEDROOM AT PONT S ALL LOCATED N THE CORRIDOR OR AREA TI ACCESS TO SEPARATEN IN NEW INSTRUCTION,REQUIRED I ,CLOSET s a0- RILL - RI:E7FR AIDG: SMOKE DETECTORS SHALL REGIME'THEIR FLAUNTY POWER FROM THE BINDING MG 10'C.H. >. _ H0GHT I \ AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. U. 0 ,ati - ? VAULT �.w/ - - t�--� -�� 2 -..,/ .1, TO.EGRESS PARDONS SIAtt HAVE AN OPERABLE SECTOR FOR MERGE/ICY EGRESS 5.7 \ Y Y-1)1/ 15'-10 1/2" 3'-S I/2' W NOTE:OPEN AEIV.' ALL giCHEN - SQUARE H. 911.HEIGHT MAXIMUM 44'OFF,FTNA&E S C71aN TD EE z0 WInE AND 1 / UPPER CABINETS. 20.MECHANICAL FAN. BATHROOM.LAUNDRY ROOMS AND THE LIKE SMALL 8 PRONGED MTH 5 i ,., 1,„,„,,,.- -^w•I A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 C.FAL AND SHAM N07 REVISIONS \ 1 u [ TERMINATE CLOSER THAN 3 FEET TO ANY pPFNABIE Wit�OW()R OPENING INTO THE I r'. ^-._-- u� SEPQUTELY TENTED TO THE OUTSIDE.MUM DUCT SIZE IS 4 INCHES IN TALLREIJIJC7W ORS TO INSULATION FOR AD BATH FANS TO BE r. : 1 _,_-I mm. .....__."__.a_._E._..... . U.,.."i FRAMING INSPECTION. D MAUST FANS TO DE CONSTRUCTED OF SMOOTHBORE,II ..-..._.,..___..,,_, _�; ._._,� ----- 1 NONCOMBUSTIBLE MATERIALS APPROVED FLEX CCNNECIORS NOT EXCUSING 6 FEET IN -_ i - "' ____...�......._ _ r '.', ,.._._.: C LENGTH MAY BE USED N CONNECTION NTH DOMESTIC DRYER DIMUST. , -i ' PLACERRE 80III ---- 45 RA - 21.METAL DUCTS SHALL NOT BE INSTALLED WITHIN 4'OF THE GROUND. WHEN METAL DUCTS Yv Lo P n SiOE VENEER I RIDGE LI7E _ I b ARE INSTALLED N OR UNDER CONCRETE SLABS,THEY SHALL BE ENCASED N AT LEAST 2' 3 b C S 0 °nd�Fku ^ .. I(` I • i O 22.FLOOR N GARAGE/CARPORT TO BE NONCODBU5719LE Ot ASPHALTIC. NO,: - E'• ,::I:F,..„ _.-_(€ I - - ISSUE: v-v'£;,k. "' `` .:,....."t'..P.° € tiA1.:`_T:P. " ( KITCHEN, 23.CONCRETE PORCH,WUR(WAY,STEPS AND LANDINGS SHALL NOT BE POURED AGAINST l € 1 ...___.._........ ...._ DAIS: WOOD FRAMING. \ x ...... I >__.> ROMP_� HOUSEi :..__.. I - 2 A CLAD(TAPER NTH A HAVE A RATING OF 1.55 CONTROL LESS AUTOMATIC CONTRA„S1O4 AS 1I 1 I .•... I s' 25.FRON908COORS 5 SIAL)ME a TO NSIRE FTDOOR MR SUPPUES ARE L Y LBIOERCUTTNG DOORS OR TE0 FROM EXHAUST FONTS BY DOORS :FlLENAME: \ ; ' ( I - j 1 L NSTNJARON OF GIVES BY 3/4'MINIMUM. J Ftrilf ii !-----• -.� :O 125c8°PAL OR. O D O 124$°PAT.IL O J t` • line i <> PAFMALL.Y Ali F I MOM CONC.PAVERS GLASS/ALUMNUOM RANWG ' ' j y w is I F I 7 $ ._.._.._.__.__.___,.....a . ._...._ -- -10 ..mow§;k. f0{�]4A[ _ / 8•-0' / 5-9 1/2" / 13'-51/2' / 1O'-it' / W-4• / d 7 F 14'-9 I/O' 41'-81/2' - I1t I _. - 1.-6"./ / 56'-B' / MAIN LEVEL FLOOR SHEET N PLAN - 1792 S.F. p . ., ' SCALE 1/4' = 1'-0' SHT OF HERRIGSTAD ENGINEERING & SURVEYING Civil Engineering& Surveying 4320 Whistle Lake Road Dale Rerrigstad,P.E.,P.L.S. Anacortes,WA 98221 (360)299-8804 April 8, 2013 Job #2013-27 Don Measamer Senior Plans Examiner City of Anacortes PO Box 547 Anacortes, WA 98221 Cc: Brian Spriggs Subject: 1905 Bradley Lot Access slope issue. Dear Mr. Measamer, Mr. Spriggs has asked me to look at the access issues for the above referenced lot and give you my opinion as to how practical it is access from Bradley Drive. I have completed a topography survey of the entire lot and find that the first 8.5 feet of the lot beginning at the property line which sits back from the back of the curb by about 12' and lying northeast has a slope of approximately 76% and rises about 6.3' then slopes at a more even 19%to Anaco Beach Road. A driveway slope would exceed 37% at a perpendicular to Bradley Drive to the 20 foot setback and no landing at the bottom or top. Add a little landing at the bottom would require an even greater slope. A diagonal driveway like the lot to the south would not fair much better do to the landing at the bottom and one at the top to allow access into a garage. In my opinion a 19% grade off of Anaco Beach is much more practical than the excessive slope from Bradley. If you have any questions or need more information please let me know. Sincerely, /� < /7/ Dale Herrigstad P.E., P.L.S. dale@herrigstad.com rya, kl) GS) 13 \\ \ \ \ � -off rP, \ --37„ \ \\ FOUND PROPERTY �f �f CORNER REBAR AND CAP � T \ CS \O. yn VI co \ \-,4 E \N5' von' W i BORDER d \ V\ 05\ wo\\ % \v STAIR �� GRAVEL T A e EXISTING FIRE ��.�1 /i EDGE 4 W \ HYDRANT TOP ` ',,> CA NUT ROCK ELEVATION=124,18 �� PILE t EXIST. c SPEED \ 73 MAILBOX " ��' LIMIT SIGN O `\ \\ \ � CJ 1 e�uJp \v \ \ �' a'• .‘or.;;,.. TELEPHONE to 0 PEDISTAL 44,1 i :Or \ CITY MAP ♦p 1, �� � '�In,O SANITARY SEWER i�i,�". v.1" 11 10TWO WATER LOCATION -.el 6i 35M \ . METERS �% 69°5 L O T 3 4 FENCE N �� \XIST, \• --ROCKWALL MAILBOXE 1905 BRADLEY DRIVE FOUND PROPERTY \ \ \ CORNER REBAR AND \ CAP \ \ GRAPHIC SCALE 1 \ \ 15 0 1533�0 60 \ \ \ ( IN FEET ) ‘ \ 1 inch = 30 ft. HERRIGSTAD ENGINEERING & SURVEYING 1905 BRADLEY TOPOGRAPHY SURVEY 4-2-2013 4320 WHISTLE LAKE ROAD ANACORTES, WA 98221 299-8804 TOPOGRAPHY SURVEY FOR BRIAN SRIGGS SCALE! NOTED Municode Page 1 of 1 15.20.070 - Limited access. No driveway access is permitted onto Anaco Beach Road where driveway access can be constructed on property owned by the applicant to a local access street. (Ord. 2453§ 1 (part), 1998:Ord. 2281, 1993) http://library.municode.com/print.aspx?h=&clientlD=16193&HTMRequest=http%3 a%2P/o2flibrar... 4/9/2013 v= \ • h 1 s' .. per * r' 1808 rr r 1807 '' r "'' 1902 , .r 1901 ` .b '= - • ai _ x 1904 { fo4,., 1903 ► -, 3 a-t ''' l"-' s o, M41`.' i 1906 1905 r - 1904_ _ _ slit* • r 1 a , , ar--* • u p 1907 ss x, 7o 2002 4 - ryr � ., or w • 1906 rr. -:'.4 $ !t r, -".� 2001 ` r 7 _r • `9 ail . . Ad 2002 �ff - ti' ,! �, t0 _ �P.• 1 2003 • r r 2004 '. '• r 2005 -. •