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Permit File 4403 Anaco Beach Place
.t) -- Y C) :_. City of Anacortes Permit#: BLD-2011-0025 r, 904 6th Street Issue date: 02/07/2011 4:8411 P.O.Box 547 —""t — I t/ s Anacortes, WA 98221-0547 Expire date: 08/05/2012 Y .„4 (360) 293-1901 Job Address: 4403 ANACO BEACH PL Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-8767 Project: APN: P124728 Remarks: Finish out multi purpose room Owner: THOMAS GRIFFIN Contractor: Address: 403 ANACO BEACH RD Address: ANACORTES WA 98221 Phone: Phone: License#: General Information: Fees: #of Ventilation Fans 1 Building Permit Fee 356.00 Building Valuation 30000 Plan Review Fee 125.45 #of Bathtubs 1 State Building Code Fee 4.50 #of Clothes Dryers 1 Mechanical Permit Fees 62.70 #of Clothes Washers 1 Plumbing Permit Fee 62.00 #of Dishwashers 1 Total Calculated: 610.65 #of Gas Water Heaters 1 Deposits/Receipts: 0.00 #of Kitchen Sinks 1 #of Lavatories 1 Total Due: 610.65 #of Range Hoods 1 #of Water Closets 1 a 3$- r-r c:1 (4a�'a 0 e 3 fit. co n c.' P•..) �.w +.Ft '' ry+. •tiw r.3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR I CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 'Fj '-- 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 o--• NOT, THE GRANTING OF A PERMIT DOES NOT P SUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING covsyr N OR THE PERFORMANCE OF CONSTRUCTION. �F SIGNATURE OF OWNER OR AUTH D AGENT ISSUED BY 381-0" 1°4 \.._.r.. ___ „ 2391 O„ ► 4�_p„ iOl� „,-- gpose --f,, 44 o 18'-3 • 010 9'-211 cam► It "1'-2" , 9 2 4-O" eX15TIN6 gµ0P o V: ':'* c...._.._ t.11 PC1 ,‘N s p 4 0 a i / 0 4 '4o I T 4 p >a Q> Ij d 4 f 0 a _I 0 .a \` 4 . a ` , p -_ _ ,,_ _ _ I I e a a v 1 0 ok 10 , p _QjjJ III/o ' - a4a p0,a \bildi 4 u Qe � 4 s p 4 eF a Q4v, e c 4 0 0 t, ����f›Uti .e F�,Niµoor� � ��1�115�11`�� Na INSu>_AT>: il-aeR.Io 2 �U�GR��= ��,�)_5 GpN `.T Y o-, CITY OF ANACORTES WASHINGTON vc BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): • Single ac(::17i; 1(1'_ s1c.enco 4403, /Thaco Beach PI::c:r. ,1 Located At: STREET&NUMBER Owner: Thom& Cr"1f_i?.=3/Len a:m:0h° Constructed By: OUMER OR CONTRACTOR OCi r"-0310 Bldg. Permit#: 71 Date Issued: ucust 200 Occ. Group: — Use Zone: Has Been Inspected And Occupancy Is Hereby Authorized. 24th September This _ Day of 20 • I ; AUTHORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. ■ ri '4 Final Inspection Checklist Site Address: Litt65 Arww 13eacd't Place_ Permit No.: 1 2c07 `0_31g Date Issued: 0q7e .1 Zoning: Occ. Gro -j ho" Constr. Type: VA/ tCC-4-\ LEI to ine Owners Name: llomecS Cz.ti d l_ch4 5riff b PGc.kto Owners Mailing Address: 1-#03 44w 178aae I P Kite State: Lusk Zip: gf22,f Variances: No Yes 7 Safety Glass: No Yes Sewer Fee Paid: No Yes 7 Hand Rails: No Yes 171 Sewer Inspected: No Yes ✓/ Guard Rails: No Yes_ WSEC Compliance: No Yes Traps: No Yes Y j Attic Access: No V Yes Wood Stove: No Yes Smoke Detectors: /No Yes V Water Pressure: No Yes IV T&P Drains: No Yes I. House Numbers: No Yes V ui Insulation Cert.: No Yes c ite Drainage: No Curb<Cn • o es Put) • Crawlspace Insul: No Yes l/ Bedroom Windows: No Yes 171 Water Heater Strp: No Yes Vapor Barrier: No >V Yes � D.W. Air Gap: No Yes t/ . Water Meter Box: Y Oil,es Auto Garage Door: No 4/Yes Exterior Decks/Landings: No 6 Yes - Outside Caulking: No Yes Z/ Garage/House Door: No V Yes Inspected By: r,. a Crawl Space Access: No Yes i/--- Date: � -1r' i Exh. Duct/Dryer Vent Dampers: No Yes I fil 1 c;rwieb by Le's 6n aCii ( oS 1 %.`r X 4 . City of Anacortes Permit#: BLD-2007-0318 904 6th Street Issue date: 08/09/2007 P.O.Box 547 Expire date: 08/08/2008 '_1?;• CO: Anacortes, WA 98221-0547 (360) 293-1901 Job Address: 4403 ANACO BEACH PL Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New single family residence. Owner: MT ERIE CONSTRUCTION, INC Contractor: Address: 13725 GOODMAN LN Address: ANACORTES WA 98221-8466 Phone: (360)202-6287 Phone: License#: General Information: Fees: Building Valuation 500000 Plan Review Deposit 100.00 # Forced Air Furnace<=1,000 1 Building Permit Fee 1,433.00 #of Bathtubs 2 Plan Review Fee 831.45 #of Clothes Dryers 1 Mechanical Permit Fees 211.00 #of Clothes Washers 1 Plumbing Permit Fee 244.00 #of Dishwashers 1 State Building Code Fee 4.50 #of Gas Piping 1 Sewer Inspection Fee 50.00 #of Gas Water Heaters 1 Storm Drain GFC-Residential 1,126.00 #of Water Piping 1 Sewer GFC-Residential 6,592.00 #of Hose Bibbs 10 Park Impact Fee 615.00 #of Kitchen Sinks 2 Traffic Impact Fee 900.00 #of Lavatories 6 Total Calculated: 12,106.95 #of Range Hoods 2 Deposits/Receipts: 100.00 #of Showers 2 #of Slop Sinks 3 Total Due: 12,006.95 #of Ventilation Fans 3 #of Wall Heaters 7 #of Water Closets 4 m --Jo Y C CD VI a 1 n H ui --a COa ..a a +xr 'O 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. IS HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALLC^ PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR:o 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 REGU ING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. • .� vNtA G \2l lQ A 0 0 NE THORIZED AGENT ISSUED BY • 3x Public V V orks Engineering and Development Services Residential Inspection Address: ,j�j� ACC kc.N C c Date: � I aR Owner D \-- p i C=t= 1 t�1601=EE' Contractor: sT& act t o IAA bat � [.uu�i eV Inspected by: i remAcz 1. Water Meter Box [4—s�#firm and level to finished grade or backside of sidewalk elevation. 13)--lid and box undamaged. ter meter and customer shutoff installed. ❑ l o debris. 11ccessible—no landscape obstruction. ❑ Driveway installation has drive-over box and lid. III--Customer gate valve intact. ❑moo leaks at connections. 2. Curb and Gutter '31it 1---1 marks. cracks, damage, graffdi, footprints, finishing blemishes, or other objectionable marks. If road frontage improvements: ❑ Expansion joints every 15 feet and at driveways. ❑ Concrete has broom finish. ❑ Na low spot at curb line, especially at driveway cut. Maximum grade change in 20 feet is % inch. 3. Sidewalk ~� ❑ Na cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. ❑ ADA compliant_ 1 percent slope to curb. If road frontage improvements: ❑ Expansion joints every 15 feet and at driveways. ❑ Concrete has broom finish 4. Drivew Approaches N racks, damage, graffiti, footprints, finishing blemishes, or other objectionable arks ADA compliant. 5: Streets ❑ No cra , 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 ❑ Inspection card signed off and/or verified in Building Department database. record filed in the address file. ❑ Screw cap(s) installed on dean-out(s). ❑ Clean-out(s)set at finished grade. 7. Storm Drainage ❑ Inspection card signed off and/or verified in Building Department database. ❑ As-built record filed in address file. ❑ Not blocked or diverted to adjacent parcel. 8. Public Utilities Out of Traveled Way PJn_ ❑ Concrete collars around City utilities. ❑ Final grading ok. ❑ Restored to prior condition or better. 9. Landscape RAirriALLY C._ P( l — JC PJ LUon ❑ Bonded for completion at later date. Verified against approved landscape plan: c-?1,5 ❑ Installation. - ❑ Type and quantity of plants. ❑ Sod or seed in place. ❑ Root barrier(receipt filed). S 10.Erosion Control Measures .lam / ❑ BMPs removed. ❑ All debris removed. Site dean. ❑ Permanent vegetation established. Job 5A t li4 'LV SrGUI�'E. , l OA), GcaO . s CITY OF ANACORTES Title CI4i?3 — tkvOAcA tAC . MACS. q—' "" Engineering Dept. Calculated by DATE 360.293.1920 Checked by 7 DATE ev 70 ��✓666 Sheet of SCALE ___i_I ly Y0 3+ A I S . nei - -_ - - I -t 1 7 - I C I T_ r1: _if 1 a 1 - 1 cc i livi a illum t _____T MIL , ir, , r, 1 i 1 1. 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I r ,i— ' I ' ite* , I Il e .rh ) )., Ill. . , , . 0 ,4, • :: I ._.,. :...,: ll I' 1111.1 lie I II ) , X • • • E CIlit Y• r 4':.:''''4 ' . . 3 RICfI,ARDSON • Arcki fact L4re FAX TO: 9 Name Company Fax Number FROM: Cynthia Richardson, AlA DATE: y0/0/D, REGARDING: 9W0 S DOCUMENTS INCLUDED: 5 7F•,mgt-ticr LP_ MESSAGE: II dam t.,-o - " A This xc co nsists fax o 5ists of pages. Please can if transmission Is Incomplete. 315 V Ave Anacortes.Washington 98221 Phone/Fax (360) 299-9081 e-mail richrsanlonw.com d L806-66Z-098 uospJey0N d69 Zl 80 170 idy Carla Keel Group, PLLC MEMO Consulting Structural Engineers 514 S 3'd St, P.O. Box 1340 La Conner, WA 98257-1340 (360) 466-1813 e-mail: ckeel@verizon.net TO: Cynthia Richardson DATE: March 24, 2008 FROM: Carla Keel PROJECT NAME: Donahoe-Griffin Residence SUBJECT: Revision to Shear Wall near Office/Mechanical Dear Cynthia: Attached is a sketch which indicates changes to an existing shear wall required in order to delete the shear wall shown between Bedrooms 2 and 3 on the original permit set 52.0. If you have any questions, please feel free to contact me. 'ti W J. k� . - 4 of WAsy4q,0 e • rL e ° hT I, w( ,!.o " l i 25 3/2w If a. 4 ioNAt EXPIRES 9/231 Z'd 1,806-66Z-09£ uospJeyoia duo: 80 b0 Jdv' m k� s¢e p Ti u J d ST /j _ Fi ,o., uJ r`S�lor LP 1 o • C�/ - --- T �J m y , • ' /coot' Jo( S �+ m I V ( 1 er/ .- .�' N �^ o — -I • Qv 1G a' �JJG to__ 5 - _ . . en ^ 1' 0. t V any; -,- - ( W V -1-2'-- ''v. 1- i f I+nu /6 " e, c__, T UJL- 9rzF It. IA D +0 (ocrusS 1i 0f) Po„I,i rtON 5.5K— '4- _ . Ii Or+n,;. oR PrN ` I (l.I plc- L pc' e to o,c• Hti „troV , _ P os6 �t ,4 all ktav • l c 5 t ' SIt'S N 7 N U -z-1 .) 1,-.— [ ..i _ 1 ��\\ n1 7 in— co a (See^ ari3, ri,.,)js -tor i1_.1a`h-,4- 9- 4 -o S 1) a win > sK - 5 STRUCTURAL CALCULATIONS I DONOHOE GRIFFIN RESIDENCE FOR RICHARDSON ARCHITECTURE BY PETER A OPSAHL STRUCTURAL ENGINEERING INC n fit v, j 9 5 P_,., MAY . nn,'9,7 i 0 1 2D0 t !` .��o yOAS April 9, 2007 . / I wie% i 9 24234 4i• EXPIRes t , Message Page 1 of 1 • Measamer, Don • From: Richardson, Cynthia Sent: Tuesday, August 28, 2007 4.20 PM To: Measamer, Don Subject: FW: pinning to rock Attachments: d g fndn plan partial pdf; d g notes for rock base.pdf; d g retaining wall spanning horz pdf; retaining wall at rock.pdf Don, Here are some additional foundation details for the Donohoe-Griffin Residence at 44o3 Anaco Beach Place. In excavating the site, it was discovered that a large portion of the house foundation will be on solid rock, so the structural engineer, Carla Keel, provided these details for use where the footings can be pinned to the rock. Please add these details to the project file. Thanks, Cynthia Richardson,AlA Original Message From: Carla Keel [mailto:ckeel©verizon.net] Sent: Tuesday, August 28, 2007 11:25 AM To: richrson@cnw.com Cc: Bill Turner Subject: Re: pinning to rock Here are the details. Let me know if you have any questions. Thanks, Carla Keel 8/29/2007 III JOB — CARLA KEEL GROUP a PLLC $HFFT NO OF Consulting Structural Engineers 514 South 3rd Street P.Q. Box 1340 OALCNATED6v _ DATE LA CONNER, WASHINGTON 98257 (360) 466-1813 CHECKEDeY DAFE__ SONS CIF '. 'tI 1 1 D FMONCTON Foundations, Footings on Bedrock Footings sized for bearing on rock assume that the rock is unweathered, unfratured competant bedrock capable of 4000 psf bearing pressure minimum. Connections of Footings to Bedrock For footings that bear directly on bedrock, the rock shall be cleaned with pressurized water such that the rock-concrete interface does not have soil particles theron. Dowels as called out on the details shall be installed 8- inches into competent, non-fractured bedrock. u .. I> a ..--- I ..1.3... ' 0, 4.3 0( I 1 AO e i 44D 7 if cy,••• ..; ! 4----_-..-: - 4. 3-----iii --L.-571----. 71/1 i '' ' -- - I, c -I±V 4:2 C fr ."— li, i t it 1 i, (.1 ! 7-cv k.., CC? C ! L'• 0 1 7 { L;v; a I l ‘i I / e ril +1 VE' ii. \Irri Li• i • 4, 11 vv A AY .i! /. 1 2 - k l; I el , —H4es H 7\C" ; ; !I , 1 o 11: vC e 1.- IT, it th ' : 1 ! Lir\ 1 L C. r ‘ — '1;-; 01.-li C i 2 ; I I! ' ‘ACQ i e C, il 1 _ ..* 4 a 0 ,- c t- • // / 1 .„ . K—C—'— ° / ;1 1 i ‘ prilled isydr EPcxy e :i; ; r•'''' W e- , i v. fiDI 'COLA ed ;hi," bodrock Vroha-4 3 .4.) .a C i '',„ , :• , ic ir \I i PI i La 1 "fi: LI &Dig-oc , „,- S 6N ri f ‘ r i ' 1 , 5. i — 0 c-,e• f 'i ----.---/- r 11 A If --t---- -----------t-------- 1 I r= 4C It t D j 3 - 11 . i•r ii I i !.,$ ;, ' . , y; x j : 1 i„ i, c `.vn , La ic- Ili 1 Nike,- i o- .... if -- k_ je„ EC.. `7It} ry '(s _ n C r C- CAC ) ra4d — r % J RICI-IARDSON IIIPERET9Architechare 1 AUG i Ij. Date: 8/20/07n._ , ._ "`_""___ To: City of Anacortes Building Department From: Cynthia Richardson, AIA i, Re: Donohoe-Griffin Residence 4403 Anaco Beach Place Revisions Attached are two full sets of plans and engineering calculations containing revisions for the above project, plus revised floor plans to submit to the County, dated 8/10/07. The revised plans include the following changes: Lower floor: Eliminate the shop below the garage—this area will be crawl space only, with revised post and beam arrangement Eliminate the pathway down to the shop—this will simplify grading and drainage in that area Eliminate the walkway from the shop to the house, and the exterior door into the house Eliminate bathroom#3, move mechanical room into that space Add an office with a window where the mechanical room was I Move the door between the hall and the stair hall Finish only the stair hall and office—remainder of the lower level to be partially unfinished: rough plumbing and wiring, insulation,windows, and wallboard installed, but no paint, doors, trim, fixtures, or finished floors Main floor: Add small extension at end of garage Eliminate stair and revise windows in garage Move garage 4 ft. toward driveway so it is farther from the steep edge of the site Move powder room walls slightly Use manufactured trusses instead of cathedral ceilings in most of main floor except living, dining, kitchen, pantry, and entry. Although most of the plans, including the structural elements, will remain the same as in the approved permit set,the revisions affected some details on almost every page. Therefore, we are submitting complete revised sets for review. When approved,these should replace the original sets so that there will be no confusion as to which is proposed to be built. Please call me if you have any questions. 315 V AvenL4e, Anacortes, WA 98221 rickrson@cuiw.covn hkone/Fax 360-299-9081 • 0712104-1 0001 05/01/2007 002 4 Parrnit Fees 005974 $100.00 Residential Building Permit Application Building Department P.O. Box 547 Anacortes, WA 98221 Phone No.: 360-293-1901 FAX: 360.293.1938 • I SITE ADDRESS: 1--{u 0 3 ( v :.L 6- _ato -'pti�y ,ar, .�rc-rr z 'S,- }�}-.�ti rF :�. ,{.}��� .:._ , �yy���j+y/ •x'..y.w'^r'::.::.:; ,s�� Name , E r( Sbakoji nvl n CO SbA.Lq-e r 4 vt.a{1 key erue, Address 1? , DX. 47z.'.. City/State/Zip A-I 1£2('Cv'-�5 14)4 Phone 2.0Z--624/FAX sq47 59112 State License#NTE.- .IC I IZOREExp Paetfritiatit `P Z (f 7 211 City of Anacortes License tie4 iin tinga°i'iOV TERF, Lerf, NameCGVgIt Dow)(fine1-r17 Amos V'f j� SC N G� l - IJI�P� Gt Aria CO Address C C a 1 c r calf-e ..4ve ' City/State/Zip/..4 Jg t(a CA Too 37 fta CT vA uAtIO14 Phone55 '76-5'77 ZFAX Number of Dwelling Units i E-Mail Address I&Arta(40105at4.rr,cowl Number of Stories Building Area: Ai h,-ite t:O:DesigneK"."C.1tnghktliaif 040 1"Floor 2 2o7 s.£ 2 Floor Ids s.f. Name al ,n`I'&'a t,C,LCA/rtl4c17'1 3rd Floor r s.f. B1amoeht VI s.£ Address 3 c s-V Ave, Garage' /_/n2 s.f. Carport — /''"VI.Lt s.f. City/State/Zip e v'-kc 04- Cq�pr_/ Deck /."'7T'f D s.f. Lot Area/J' 5 SO s.f. Phone �f9-�/,05/ FAX v!9 yob/ " E-mail Address rick rccn-\C&CNt.LJ.Conn COIVTAC'f: . . // ^0 �, ,n LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name \ U. ttt-Ave-e/0A 4QYn IN VALUATION PER RCW. Address 31 S VAv • I I n� p Name City/State/ZippA tater4S) WJT -/1Z/2 Address Phone _ j 'q $/ FAX �ielf"-got/ _City/State/Zip E-mail Address Y t CiA r�o-4L.�!rt t ) Crt, Phone No. CONTINUED ON THE BACK �Ici ate? e.)318 CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL. CHECKLIST (This form is to be completed prior to issuing the building permit) Site Address: W�Z v(-- � to eC) 0-e Date: J — , ) _ 0 Contact Person: Phone No.: Assessors No.: 0 i >47 .)-e Lot to Block: Addition: \" 'L (Building Department Checklist for Completeness) OK NA Cs; NA ❑ Fire Department Access ❑ Fire Hydrant Located thin 250 feet O Fire Flow Required ❑ Shoreline or Wetlands O Site Plan El Covenant Approval O Variance Required 0 Regulated Slopes O Plat Facts and Findings Compliance ❑ Survey in File ❑ ❑ Fill on Site Received and Reviewed by > _ Date: S---- t Th —b—) (Engineering Department Checklist for Completeness) OK NA OK NA ❑ Water Extension/Meter 0 Sewer Extension/Connection El Street Improvements/Sidewalks ❑ Covenant Not to Oppose Future LID ❑ Site Drainage Plan O Latecomers Agreement O Street Drainage 0 Driveway location, slope,culvert El Drain Extension Received and Reviewed by: cz>%. -Vie Date: a — L. — 6- Sl rye rib)vJ C S-ee °'FURTHER COMMENTS "i`_ 4/>0�K fr ti-,L Zoning. . 1 Lot Size: 15/'10ko SC: Coverage Allowed: S,- S 2 2.. 5 Actual Coverage: tir3 1 C .J� tr i gr4RUN ALL DOWNSPOUTS - - - -- - -- - _ odK AND FOOTING DRAINS - TO DISPERSION PADS - \ \ _ SO WATER FLOWS •\s \ NATURALLY TO NAT E— - 7.1°...02137 169.41 FT — AWA O�NE�6HBORING AND 1Oi51DE SETBACK u0i$\`_—_—_ - .----�,-— PROPERTIES, _ A"\F` - i EWALK _ Alti # , 4/tl Allitt# / 5 OT _ it DATUM ELEV. o R = 100.00' a \ ' /� TOP OF MON F//�� \ `'�;�BO _ ' ' 1 WATER,SEIUER GAS,PHONE, g .7+Y�-4 ,I ���_' !II"III '' GABLE HOOKUPS V IttInk i *tie . . �' %/'�' HIGH POINT UI `"•ie� e� - FINISHED DRIYEIU Y / / Et11k7'; :1 *$k l ie• RSA c,.,KI 08ARf /` / nR �G� w DAMAGE. -I. EL_Evi .os m i / O t� 0 lc Ikea, litirim4 III / ASPHALT DRIV i/ ZONING: R2 /6 �T E �� ` _ —_�„ %/ REQUIRED SETBACKS S ,^`t Q LOT rJ' - - - - - - -- - z -'>/ REAR YARD 2O FT. ' U- •U SCALE: I = 8' {4 j SIDE YARD 5 FT,MN,15 FT.TOTAL N 58°OI'46" E 104.25 LL I HEIGHT LIMIT 35 FT.MEASURED 1 1 I FROM AVG,GRADE UNDER HOUSE I j \YL\ j NOT TO EXCEED 14 IO ABOVE EXCLUSIVE 5'WIDE BEACH ACCESS EASEMENT PROPERTY ID NO. REFERENCE ELEVATION ON Lot OWNER m 1 I RESERVED FOR NON MOTORIZED USE OF OWNERS PI24'IIe °. AND GUESTS ACCOMPANIED BY ADULT OWNERS OF FINISHED AREA LANI DONOHOE AND TOM GRIFFIN Q LOTS 3,4,AND 6. MAIN FLOOR 230'1 SF enC ASSESSOR'S TAX ACCOUNT NO. LOWER FLOOR 1,105 5F 8965 CLIFFRIDGE AVENUE 0 li I 4696-DOD406-D000 TOTAL FINISHED 3,312 SF LA JOLLA, CA 9203I Z Q LEGAL DESORIPTION: GARAGE 912 SF PHONE: 858-455-1462 0 LOTOF OE ANCRIECT,Om FORMED UPON SHOP De SF O i LOT 6,THE BRFF>F SHORT PLAT MAIN FL.DECKS,ENTRY SE SF ARCHITECT a""""°°°'r°"'""°""�°"` ( RECORDED NDEREAF 20060622005/3 LOWER FL DECK,WALK 262 SF CYNTHIA RICHARDBON, AIA SE 1/4 OF THE SE I/4 OF TOTAL LOT AREA 15306 8F RCYNTHI SON ARCHITECTURE u "m r u�`2`.x. t SECTION 2T,11UP 35,RANGE I BUM N., �, ,� ALLOWABLE COVERAGE 35%, 5,351 SF PHONE: 360-299-9081 TOTAL LOT COVERAGE 26% 4,33S SF °]°°, QI[JRRPe°N Ame-anae w.mi sb, 0 N 1 C 0 N WATER FLOW TEST SUMMARY SHEET o Hydrant Outlet I.D. Pitot Press. Flow Residual Oats: 3/2//p5 Time: 4:00v i Cont. No. - No. Inches psi 9pm Psi e (002.. N"NM NM= PO 2.63O 1 Cant. Name: C�D'( `$EC.r".“ n.&\ESTI,AEL11tS W Address: u�Ql l�JSAC.C� ., C'J-4 -4 3 AI44� WA. 9P07 ( Total Flow O I 0 c Static Press: 4`5 LI psi Flow 0 20 psi. y 75 gprn co r rmn, nla rrr it,, nrrinit i itl1111 r 11 111 �irlllrr111111111ii1I 1111i1I11111313111 II1111I11 _ a 120 1 ` we _� e - t 10 IN Limitations of 1994 UFC Table A-III-B-1% �Et�� _ - loo Should be observed C 65: - - . - x — so : 9 ° —' 65 _ 1 i — .60 1 44-.............._ — 55: \� 2ro3O C-tPM@ locoPStG-t - 50 j \ J a 35- i . 30 � 25E . a ,20 - - Scale: .a.. i5 —, 2 �1578 �,ic1L20F5z c, lc) = - - y ^� s; e 0 ar a iJatincilu tiILiIIl ii[LILLI III ` 1I I I i l Li JI111111I.Ill11l1Ii 1111111/1 1111111114I11I11111.IIL1N1'n ro 100 200 300 400 500 600 700 800 1000 Scale B 20D 400 600 800 1000 1200 1400 1600 180o 2DD0 Scale 400 B00 1100 1600 2000 2400 2800 3200 3600 4UW .->$f5cak C AMERCAN Fla SPRINKLER.Ss00W1t0.1.MC. Water Flow gpm 1025 Pesmstm Subs S420 mew T®wasaa r1/2007 10:56 FAX 3608481072 COMMERC1ALFIRR tgl 001 xpn I FLOW TEST INFORMATION SHEET j 1. Reason for Test: Bid Information 0 Design Base's / Other .M.e...r...Mnyme.. 2. Location of Property -N SYNl! • -AW AC..C� " .4 ►"1-1 " D. Aat 6 1Ai2PIT MINS (County) SKKAU 1 T 3. Date &lime of Test: Date: .1/2i/tom Timb: yt° {am) Q) 4. Test Conducted by:9SE-1:2_ S1GMFL i COM?1 RC4 E At FtT� i FL,..Tlot.1 \IAC, Nxa nr TA4lfr/m 5. Test Witnessed by: Tie ANIWIlcn 6. Source of Water Supply: Gravity DKI 0 Other 7. Name of Water District A *rt ZT s Fire District A a1L.GO1 nt_S 8. Is water supply provided with PRV STA's Yes 0 No R[ E (It so what is PRV outlet setting? PSIG i ' 9. Area Map:(Draw Sketch showing property location;bounding streets and names,north arrow,hydrant locations and Identification numbers,defences from hydrants to properly elevations of hydrants and property floors or grade, all water mains and sizes and interconnection valves,etc.) tI t t ? 0 OVit:7-41- 4 i 1 ti t , 10. Flow Test Data FLOW AT STATIC AT STATIC RESIDUAL FLOW r OUTLET ADJUSTED NTDR.NO. NMI NO. PSIG PSIS CPU COEFFICIENT CPU 602- (5t-4 • (0 , 2G3O -Goa G. 11. See reverse side for gr _ / r /. / . • ok 12. Signed \\� 7\\\\\\ 4\■ Witness T Rim..le] •,Men haSpy W.A noc& i.Inc. Outlet aquae Nd Waal Square and Shaw QIb1 Shorn,end oe.u.lw t n..aati 73238 9D "Wading ban Deng Coal. Cori.020 pmrtled Del.D.eo allb pH)ysya 0.70 i City of Anacortes Public Works DepartmentlBuilding Department Small Parcel Storm Water Plan Section 13.36.100 Chapter 13.36 Drainage Requirementsq and Regulations • Project Name:` Do& t.o�°oc -&rl9-fi itt Stator °A- Owner: (Name, Address and Phone) Site Address: 03 /mace lea ! 77. • Parcel ID Number: 7 728 Sec.27 Twn3S"Rng ,W.M. '/J c-a. �i�Prepared By: (Name,Firm,Address, Phone) 4/ 114vel5yy�, fA/A- rc�wrd6�yf1 ckkcraze, 3/5- V*,e . .Q�iacer{65 GtJf qv��/ The Small Parcel Storm Water Plan needs to be submitted with the Building permit. To assist City Staff in reviewing your plans, please include any notes or comments you may have regarding individual requirements as they may pertain to this development. cc,- a- xd TLct471. Gas Tau* 6 ,- erwt=t wpyt Lac -�t.a-,-t- o wwx : d 1—Cwt;t lo-no hoe-+ i cn 4a6 G(r t � v� C. CItffirla C2 Mt. 1-,/kjo-Lt& Ca.- 47 2037 Epirinn B(SF-03) • 4s Residential Energy Code Tom,.:.` (Simple Form) 2003 Washington State Ventilation &Indoor Air Quality Code 2003 Washington State Energy Code This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the WA ST VIAQ and WSEC Codes. After completing this form,please add all relevant information to your construction plans. PART 1 Whole-House Ventilation:select one of the following methods. _A. Fresh air will be circulated by the central forced air furnace along with a whole house exhaust fan. A single whole- house exhaust fan,which usually does double duty as a room spot fan,is required and must be controlled by a timer set to operate fan a minimum of 8 hours per day. The CFM capacity of the fan must be measured at 0.25 w.g.and have a maximum sone(noise)rating of 1.5. Fresh air intake ports or ducts are required with this option. (WA VIAQ 303.4.1) The minimum size of the fan is based on the number of bedrooms and the size of the house. For houses up to 3,000 square feet,the following sizes are acceptable: 1 or 2 bedrooms—75 CFM 3 bedrooms—90 CFM 4 bedrooms—105 CFM For other options contact the Planning&Permit Center. _B. Fresh air will be circulated by the central forced air fumace system. The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air daily. An exhaust fan is not required with this system. (WA VIAQ 303.4.2) _C. Fresh air will be supplied by wall or window vent ports in each bedroom, kitchen,living room and other habitable rooms along with a whole-house exhaust fan as described in Option A. (WA VIAQ 303.4.1) D. A heat-recovery ventilation system. (WA VIAQ 303.4.4) PART 2 Insulation and Windows:select one of the following methods. (WSEC Table 6-1) Glazing% U-factor Ceiling Vaulted Walls Floor Slab 2x4 construction) upto 12% 0.35 R-38 R-30 R-15 R-30 R-10 2. (2x6 construction) unlimited 0.40 R-38 R-30 R-21 R-30 R-10 I If you intend to use 2x4 construction,compute the window glazing percentage of heated floor area to verify that the project falls below the 12%maximum allowed glazing: Total area of windows,skylights and patio doors: sq.ft. Total heated area: sq.ft. Total window area divided by total heated area=glazing % I Updated: August 24,2004 Page 1 of 2 I o„, Anacortes Planning & Community Development Dept. Permit Center '4 sv� P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Ian Munce,Director • Edwin Frank,Building Official FAX(360)293-1938 August 25, 2008 Mt. Erie Construction, Inc. 4 13725 Goodman Lane Anacortes, WA 98221 RE: 4403 Anaco Beach Place Temporary Certificate of Occupancy This letter will stand as a"Temporary Certificate of Occupancy" for the above referenced address, and will expire within 30 days from the above date, at which time all corrections must be complete. If you have any questions,please feel free to contact at me 360-293-1901. Thank You, CITY OF ANACORTES Larry Andrews Building Inspector Acknowledgement: Signature Date 08/2612008 08:37 13607072502 ARROW INSULATION PAGE 01/01 Kn th Jet Strecim's `3.3 kNAYfINIwITION '�„ Blowing Insulation r 11903 AA Pii6s.o Mterdttl +ft, a r.il . . Equipment Required ' • To achieve labeled R-value,this product must be applied with a pneumatic blowing machine and a corrugated hose Batts and Blankets .with a minimum.25"internal corrugation,a:minimum length pf 150 ft.and a diameterofat least 3".Ca la in the hose When Installed in accordance with the Manufacturer's' ' should riot be less Than 36'in diameter.Acceptablematetial feed rate is 5-35 BA/minute.Recommended feed rate recommendations,Kneuf baits and blankets uill .is 15-25 lbsnminute. provide the tun R-value. • Thermal Performance(Attic'Applicatlon) `,.,T `"4.-j.:.»k;.-". ";„"''^':;^",p,of y .`.�''� 4 The stated Thermal resistance(R-value)Is provided by insta9iig in accordance with the manufacturer's Instructions, c ..x,t» ' _ .::w*?,xa'�,ra¢c� y ��-er• '8le required number of bags per 1,000 sq.naf net area,at not less than the labeled minimum thickness.Faiwra to �•`=''`�'-'"s'"-' v`"" instalbeth the required number of bogs end at least the minimum thickness wigresuamlowermsulabonRvalua To obtain an installed insulation insulationresishume should not be I kL^ fV,wA(r .tutu •7 '1`5sL^vX 5 +, ,j'a'? p ',Cn w'"c e;�w5 '-lNeg N . .A (R-Value)of less than y '}alb v'N I¢q i ti rsAl a.s.� s'kh k t� ,� n + 5r R-38HD ! 1025° 2 ' l'ie2;41- �' ' '114, t'v"' '.. h:.'-"c w4 •. /y .,qq. 4,;,; x , ' R-38 i 1200' l ,,. 'Ef�'s�cl.+Ys, s �wt. .: Si' •.,,.t R-30HD I 1825' i i 1 ThenunbccMbagr.t t Tha wdah*SPM : j 1 To obtain an 7,0048F Snot azea 'Contenkonha bag,: installed lnauletlon i Heapaainwiaaen ; bundledincu!etion • R-30 10.001 Seladanr«hlanca; shwa not be ' Mould Wearer should not be sW,!anbIbe should nabs, _- . I pLwNe)M! I kw thaw monman: I lass Mon: 109a Max • lest Man: R-22 8.50' I R•80 29.7 33.6 SF .952 lbs. 19.750' • 19,750' __ MTh() 5.50'. ! I R-49 23.5 42.5 SF i .7531bs. 16.375' •. 16.375' _,_ R-19 625'^ R•44 20.9- 47.8SF .6701bs. 14.875' 148755' • R-15H0 3.50" R,gg 17.5 58.2 SF .5691bs, 13.000' 13.000" { : • R-13 3.50' .I R30 13 ! _13.6,•.--., i 73_3 SF ' .4371bs. 10.375' -- 10.375" R-11 3.50' - RS 250' _�. 11.8 85.0SF .377lbs. 9.125' 9.125° ^R-lanat?wage CwdwmofoAetu Cessadr feral • R'22 ! 9.8 • 1022SF S131bs. 7.750' 7.750• _ • ......atIonw.s62/e E 1 R-19 , 8.4Ym_m 119.3 SF .2881bs. 6.750' • 6.750"_- Framing Ad)ustmant•- , • - { R-13 5.7 .ii _175.3 SF .1831bs. . _4.750' _4.750' __ To compensate fortreming members,thenuniberof : ' 1.R,..:.11 4.7 1 210.8 SF .152Ibs. _ 4.000' 4.000"_ , bags per 1,000 sq.R.of area to be insulated'should be . 'sag taweq'ra-ri,mnx 3.2 to,w,namsl et ..�_.-_ as shown below. 03vmageandYm0303110n ea weredemmined usury a VoteMa'99lwdna Machine nW-adgavwa l 13•gals uperae.2opalakpeeana end _ . . .16aM3'Nmuipmm epebow.' •............._.•,--...,..--..* Sags1MSF BagslltSF I sNepmawlcon75mataaul pe d avereWhenenls dASTMCr80,Typel;sod canceled Fedenl sFacramm HH+tmyB.tyael,Nmce. Joist • 'is'0C. 24"O.C. ( ' R-lshgaaedealmilwd in a?mldemawtlhertho rAC67& .R pMxe.mawnodm pow e. The Wgherele,get ow NBaterSnexalina wen To Belem rooked R-rage.eaemerawasthat the R•Valua'Dlmansldns l Framing Framing 1 , • 'eadadORNelrNlad pcpmb.i MOOR lamid(,g,0011Wlm and WSeancmetnj:amwmmtaa5naCOMmxensra SCIAN, ..�..»,„.,. I t.; "aepacaytan Falg12y 1Bne9BD10%tlppPdkKdaNtlemeatmeai]0yexpvu5 woad be l percent or tea.lhd amity among 2x4 i 31.2 31.3 dleilretFir�fion6lbulak+a,ew:ntad.aads 'sduweaxs are seecMirytneeare. - R-60 . 2x6 I 30.8 31.1 i .,'ttan M�"r.bxleg'sWdbabmr,kaurss. • I 24 24.8 24,9 1.. BUildef's.insuiatfenstatement ' ' Rd9 l 2x6 2R.4 ' 241 •SeBsanderblankets have been installed In Conformance with Ube above recommendalions,to provide a thermal . 2x8 1.. 24.5 i 24.5 ( esislanceof... - ........�......._._ 2x4 l 21.5 ! 21.7 I { R-value Thicknass ' R-44 1 2E6 • 21.2 2 .5 I ..a I•. •I MGM)* R- �'j at 13 Inches • 2x4 i 18.4 18.6 ( i Sbped C€ifl ags R. %3 at )3 Inches • R•38 2d8 I 18.1 18.4 : ..l walla R- D,i Ho.at 5.5' Inches 244 13.8 182 i ' 2x4 13.8 14.0 ' Floors(over en unheated crawl space) R- at at (Or Inches i • R-30 2x8 13.5 13.8 ) i Crawl Space Perimeter R• at Inches, • • 2x6 13.3 13.6 I o ' 2x4 11.9 12.0 . . I Date installed S- 2co `p. '• R-26 I 2x6 11.6 11.8 Io -�, 191osm insulation has been Installed In conformance with the above recommendations to rovlde an 2x8 : 11.3 11.6 I R-valueet:lb. 3S ' using 24 bags of this Insulation tocover P 20 9.9 10.1 1square • area at a minimum thicknessof 13 Inches. . R-22 2x6 9.7 ! 9.9 I .1 ff 1' 2x8 9.4 ( • 8.6 •' (! 1 Insulation Ceoba tm(s'yaatulo) '] : • . 2x4 8.2 1 8.6 .. �'(L'�+G"M7 'TS*1-{ • 779 a Q• DC,-E • R•19 2x6 1 8.2 8.4 • ). Z ramawnF I 2x8 7.9 1 82 , l eels . 2x4 5,5 t. 5.8 , l X R-13 ' 2x6 5.4 ! 5.9 I maw audder(ilsaawa<) 2x8 5.1 5.4 L I tYV ; ,.�' 2x4 . 4.6 4.7 ( t careen ...o ...�..__ • R-11 2x6 4.3 4.5 .- ""'" -- 2x8 ,! „_4.11___ 4.3 1 The coverage Information on tftis attic card,appras to the entire United States(including Minnesota). www.kneufinsulation.us ':Maur Insulation GmbH One Kiwis?Drive,Sheibyvtla,IN 48178 Tel:(800)825-4434 ext 8300 FAX(317)398-3675 r " °j yi 4gr «'ic`a 4u},-r r+3 a C fbt .®2007Xnauflnsulaflon GmbH. .